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HomeMy WebLinkAbout301 N Tustin Ave Unit D - PlanCITY OF SANTA ANA inning and Building Agency PIZZA STORE #: 7447 DETAIL SCOPE OF WORK: - ALTERED AREA: 1,100 SF / VB CONSTRUCTION TYPE / GROUP B - LIMITED INTERIOR NON-STRUCTURAL CONCRETE SLAB DEMOLITION - NO ENVELOPE CHANGES - INTERIOR WALLS, CEILINGS, FINISHES, SINGLE RESTROOM AND RESTAURANT EQUIPMENT INCLUDING WALK-IN COOLER - PLUMBING SUPPLY PIPING, SEWER PIPING AND GREASE PIPING - ELECTRICAL PANEL, CIRCUITS TO NEW FOOD EQUIPMENT, LIGHTING - (1) ROOF MOUNTED HVAC UNIT (PROVIDED BY LANDLORD) WITH NEW DUCTWORK & TYPE I HOOD WITH EXHAUST FAN - SPRINKLER HEAD RELOCATION AND ADDITIONS TO THE EXISTING SYSTEM - APPROVALS ARE REQUIRED BY PLANNING, HEALTH, OCFA, POLICE Er PUBLIC WORKS GENERAL NOTES: 1 . THESE DRAWINGS ARE AN INSTRUMENT OF CONDITIONAL SERVICES. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ACTUAL FIELD CONDITIONS AND CONSTRUCTION. THESE DRAWINGS ARE TO CONVEY DESIGN INTENTIONS AND CODE COMPLIANCE ONLY. ACTUAL LOCATIONS AND DIMENSIONS TO BE FIELD VERIFIED. 2. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES, ORDINANCES, ETC. - CALIFORNIA BUILDING CODE 2022 (TITLE 24, PART 2) - CALIFORNIA MECHANICAL CODE 2022 (TITLE 24, PART 4) - CALIFORNIA PLUMBING CODE 2022 (TITLE 24, PART 5) - CALIFORNIA ELECTRICAL CODE 2022 (TITLE 24, PART 3) - CALIFORNIA ENERGY CODE 2022 (TITLE 24, PART 6) - CALIFORNIA BUILDING CODE 2022 (CHAPTERS 1 1A E- 1 1 B) 3. ALL CONSTRUCTION MATERIAL AND INSTALLATION OF MECHANICAL, ELECTRICAL, & PLUMBING SHALL BE IN STRICT ACCORDANCE WITH ALL LOCAL CODES & ORDINANCES. 4. ALL CONSTRUCTION MATERIAL AND INSTALLATION SHALL BE IN STRICT ACCORDANCE WITH THE 2010 AMERICAN NATIONAL STANDARD INSTITUTE (ANSI) HANDICAP CODE AND THE (ADA) AMERICAN DISABILITIES ACT. 5. COORDINATION OF ALL TRADES IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND IS ESSENTIAL TO THE COMPLETION OF THE PROJECT. 6. BY EXECUTING THE CONTRACT, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE SITE FAMILIARIZED HIMSELF WITH THE EXISTING CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED AND CORRELATED HIS OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 7. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK DUE TO AN INCOMPLETE FIELD VISIT BY THE CONTRACTOR PRIOR TO BIDDING. 8. NO CHANGE ORDERS WILL BE ISSUED FOR CHANGES REQUIRED IN THE WORK AFTER CONSTRUCTION HAS COMMENCED UNLESS SPECIFICALLY AUTHORIZED BY AN OWNERS REPRESENTATIVE. 9. AN ERROR OR OMISSION IN THESE DOCUMENTS RESULTING IN A CHANGE ORDER FOR ADDITIONAL COST AND / OR TIME SHALL NOT BE CONSIDERED A HARDSHIP OR DAMAGE TO THE OWNER TO THE EXTENT THAT THE ADDITIONAL COST AND TIME WOULD HAVE INCREASED THE BASE BID PRICE AND / OR TIME HAD THERE BEEN NO ERROR OR OMISSION IN THE DOCUMENTS AD THE TIME BIDS WERE RECEIVED. THE OWNER ACKNOWLEDGES THAT THE WORK ASSOCIATED WITH THE ERROR OR OMISSION, HAD IT BEEN INCLUDED IN THE BASE BID, WOULD HAVE AFFECTED THE TIME AND COST OF THE ORIGINAL BASE BID PRICE. THE OWNER IN NOT ENTITLED TO BENEFIT FROM FREE OR REDUCED COST OR TIME FOR WORK THAT WOULD HAVE OTHERWISE INCREASED THE CONTRACT TIME AND OR COST OF THE BASE BID HAD NO ERROR OR OMISSION BEEN IN THE BID DOCUMENTS. INTERIOR UP -FIT FOR VR FOODS, LLC TUSTIN AVENUE RETAIL BUILDING B 301 NORTH TUSTIN AVE. -SUITE SANTA ANA, CALIFORNIA 92705 FRANCHISEE: VENKAT CHAINURU & RAJA NAG U BAN D I SCHEDULE OF RESPONSIBILITY o zo U zz LJ NOTE: SEE EQUIPMENT SCHEDULE FOR DMSION OF EQUIPMENT ORDERS, SUPPLY AND INSTALLATION RESPONSIBILITY M-�-M LA-Z J N EyZ J N I LL_Z J GO SAWCUT SLAB FOR NEW IN -FLOOR PLUMBING X X p�p�W REPAIR, LEVEL AND SLOPE FOR FINISHES AND TRANSITION X X Imo INSTALL NEW CONC. SLAB X X VINYL COMPOSITION TILE CERAMIC TILE, BASE AND GROUT X X �Z QUARRY TILE, BASE AND GROUT I X X do GYPSUM BOARD X X CFRAMING U.L PENETRATION CAULKING AT RATED ASSEMBLIES X X INSTALL GYPSUM BOARD ON EXISTING FRAMING ADDITIONAL PLYWOOD AND GYPSUM X X F.R.P. PANELS, WAINSCOTS, AND TILE WAL X X OZ PAINTING AND STAINING X X wI= GYPSUM BOARD CEILING AND SOFF X X LAY -IN CEILING WITH SUSPENSION SYSTEM X X -a DOORS, FRAMES AND HARDWARE X X MENU BOARD SOFFIT X X RELOCATE EXISTING DOOR/ADD NEW DOOR NEW CANVAS AWNING PATCH AND REPAIR EXISTING/FINISH TO MATCH EXISTING N MILLWORK X X z� COUNTERS X X _M FURNITURE X X Wa. 25 KITCHEN EQUIPMENT X X W S EXHAUST HOOD, FANS X X tL OUTDOOR TABLES / CHAIRS / UMBRELLAS LU EXTERIOR SIGN (SEPERAIE PERMIT) X X QU Z MENU BOARDS X X - INTERIOR WALL GRAPHICS X X NEW A.C. UNIT, SUSPENSION AND MOUNTING SYSTEM X X WIRING AND CONNECTION X X DUCTWORK AND DAMPERS X X Q HVAC GRILLS X X THERMOSTATS AND CONTROLS X X CONTROL WIRE (LOW VOLTAGE X X TOILET EXHAUST FAN X X EXISTING WATER SERVICE TO SPACE X X EXISTING METER NOT TO SPACE U z FINAL CONNECTION X X 5 HVAC CONNECTIONS X X GAS PIPING A/C X X 0- WATER HEATER X X RESTROOM PLUMBING FIXTURES X X GREASE INTERCEPTOR X X MAIN ELECTRICAL PANEL TO SPACE X X NEW ELECTRICAL SUB -PANEL X X EQUIPMENT ROUGH -IN AND FINISH X X U LIGHT FIXTURES, MOUNTING, ACCESSORIES, AND LAMPS X X DATA CABINET X X J EXIT/EMERGENCY LIGHT SYSTEM X X W ALARM SYSTEM X X P.O.S. CONDUIT, JACKS, do CABLES (CAT5e) X X P.O.S EQUIPMENT INSTALLATION I X X GENERAL CONSTRUCTION NOTES: 1 . GENERAL CONTRACTOR TO VERIFY ALL DIMENSIONS AT THE JOB SITE AND REPORT ANY DISCREPANCIES TO THE ARCHITECT. THE G.C. IS RESPONSIBLE FOR PROPER FIT AND INSTALLATION OF ALL WORK SHOWN ON THESE DRAWINGS. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY FABRICATION OF INSTALLATION TECHNIQUES PROVIDED BY THE G.C. OR ANY OF HIS SUBCONTRACTORS. 2. G.C. TO SECURE AND PAY FOR ALL PERMITS, TEMPORARY UTILITIES AND CARRY LIABILITY INSURANCE AS REQUIRED. 3. ALL DIMENSIONS ARE TO THE FACE OF BLOCK, STUD OR CENTERLINE, UNLESS NOTED OTHERWISE. 4. ALL INTERIOR STUD WALLS TO BE METAL STUDS AT 16" O.C. WITH GYPSUM BOARD AT EACH FACE AS DETAILED. UNLESS NOTED OTHERWISE. 5. ALL FLOOR FINISHES TO BE LEVEL AND FLUSH AT INTERSECTIONS. UNLESS OTHERWISE NOTED 6. CEILING SUSPENSION SYSTEM TO BE SECURED TO STRUCTURAL MEMBERS OR ADDITIONAL SUPPORTS ABOVE. 7. G.C. TO PROVIDE COMPLETE SHOP DRAWINGS FOR ALL NECESSARY WORK AS SPECIFIED FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. NATIONAL ACCOUNT CONTACTS ALL items in this section to be provided and installed by the General Contractor (GC). The GC is to contact the vendor during bid for accurate pricing. GREASE INTERCEPTORS SCHIER PRODUCTS Sean Molen National Accounts Manager Phone 816-506-3203 Email sean.molen@schierproducts.com *Engineered into plans. To be purchased by GC. GC to contact rep during bid for accurate pricing. HVAC Rheem Air Conditioning Josh Plummer Email: josh.plummer@rheem.com Cell: 469-390-1 139 AIR CURTAINS (if applicable) *Engineered into plans. To be purchased by GC. GC to contact rep during bid for accurate pricing. POWERED AIRE, INC. Rodenbaugh RFQ 1 888.321.2473 General 724.588.3305 Cell 1 724.301.7438 e-mailphilr@poweredaire.com FRP FOR KITCHEN MARLITE Craig Stein Business Development Manager Phone 330-243-7187 Email cstein@marlite.com FLOOR Er WALL TILE Daltile Terrie Miller Phone 216-409-31 53 Email terrie.miller@daltile.com *National account pricing is available nationwide. CEILING GRID & TILE (KITCHEN Er DINING) L&W SUPPLY Deb Sottile Phone 773-704-7157 Email dsottile@lwsupply.com *National account pricing is available nationwide. PAINT SHERWIN WILLIAMS CJ Handwerk Sherwin-Williams 216-390-1857 Clifton.J. Handwerk@sherwin.com Account Number: 5528-7463-8 (New Account number coming Jan. 30th 2022, ask for Marcos Account in interim) *National account pricing is available nationwide. LIGHTING CAPITOL LIGHT Beth Ribe Project Manger P: 860-449-4502 Email: Beth.Ribe@capitollight.com *National account pricing is available nationwide. QUARTZ COUNTERTOP WILSONART Leslie Humphrey, LEED AP ID+C National Account Manager 614-893-6853 humphrl@wilsonart.com ARCHITECT OF RECORD THOMAS R. GERBO 399 LUCERNE DR. SPARTANBURG, SC 29302 ATTN: KYLE HENRY (PROJECT MANAGER) P: (864) 814-7473 E: KHENRY@GPNARCHT.COM INDEX OF DRAWINGS O ISSUED FOR REVIEW ! REVISED Et REISSUED DRAWING GENERAL LO O O 6W LO O O N W (D O O W O (D O O (� W O oC G-1 .O COVER SHEET • ! ! ! G-2.0 LIFE SAFETY PLAN Et CODE ANALYSIS O ! G-2.1 KEY PLAN Et EXISTING SITE PHOTOS O G-2.2 EXISTING SITE PLAN ! ! G-3.0 CALIFORNIA GREEN CHECKLIST O ! ! G-3.1 CALIFORNIA GREEN CHECKLIST O ! ! G-3.2 CALIFORNIA GREEN CHECKLIST ! ! G-3.3 CALIFORNIA GREEN CHECKLIST ! G-4.0 ACCESSIBILITY NOTES O G-4.1 ACCESSIBILITY NOTES O G-4.2 ACCESSIBILITY DETAILS O G-5.3 ACCESSIBILITY DETAILS O ARCHITECTURAL A-0.1 DEMOLITION / SLAB PLAN ! ! A-1 .0 FLOOR PLAN Et SCHEDULE ! ! ! ! A-1 .1 WALL TYPES O ! A-1 .2 ROOF PLAN - PROPOSED Et EXISTING O A-2.0 REFLECTED CEILING PLAN ! ! ! A-2.1 ASTM E580 CEILING DETAILS O A-2.2 ASTM E580 CEILING DETAILS O ! ! A-3.0 FINISH PLAN Et SCHEDULE ! ! ! A-4.0 RESTROOM PLAN Et ELEVATIONS O ! ! A-4.1 POS DETAILS O ! ! A-4.2 INTERIOR ELEVATIONS ! ! A-4.3 MENU BOARD WALL DETAILS O ! A-5.0 EQUIPMENT PLAN Et SCHEDULES ! ! ! STRUCTURAL S-1 STRUCTURAL PLAN O ! ! PLUMBING P-0.1 PLUMB NOTES, SYMBOLS, ABBREVIATIONS Et SPECS O ! P-0.2 PLUMBING SITE PLAN Et SPECIFICATIONS O ! P-1 .0 PLUMBING WATER Et GAS FLOOR PLAN ! ! P-1 .1 PLUMBING SANITARY FLOOR PLAN ! ! P-2.0 PLUMBING DETAILS O P-3.0 PLUMBING SCHEDULE Et RISER DIAGRAMS ! ! P-4.0 TITLE 24 O HVAC M-0.1 MECHANICAL SYMBOL, ABBREVIATION Et NOTES ! ! M-0.2 MECHANICAL SPECIFICATIONS O M-1 .0 MECHANICAL FLOOR PLAN ! ! M-1 .1 MECHANICAL ROOF PLAN ! M-2.0 MECHANICAL DETAILS O ! ! M-2.1 MECHANICAL DETAILS Et SCHEDULE ! ! M-3.0 HOOD DETAIL O M-4.0 TITLE 24 (1 OF 3) O M-4.1 TITLE 24 (2 OF 3) O M-4.2 TITLE 24 (3 OF 3) ! ELECTRICAL E-0.1 ELEC. SYMBOL LIST, ABBREVIATIONS Et GEN. NOTES O • E-0.2 ELECTRICAL SPECIFICATIONS (1 OF 2) O ! E-0.3 ELECTRICAL SPECIFICATIONS (2 OF 2) O ! E-1.0 LIGHTING FLOOR PLAN ! ! E-2.0 POWER FLOOR PLAN ! ! E-2.1 LOW VOLTAGE SYSTEM PLAN O ! E-2.2 ROOF POWER PLAN ! ! E-3.0 ELECTRICAL DETAILS O ! E-4.0 ELEC. RISER DIAGRAM Et PANEL SCHEDULES ! ! E-5.0 TITLE 24 O ! 1110"Im a O H M oer IDdERALD P. NOE Da ARCHITECT Le J z 0 w U z Q J IL 2 0 U w 0 0 U Ir 0 0 z Q In z 0 z w z z 0 U) w 0 } w z 0 U 0 In C� z Q w 0 In E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �ED ARCiyi oPS R. cF 0T s 0 No. C22130 Ren. 09/30/27 �Q \OF CA��F "I JIFFIPP, 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR PIZZA ONUP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: COVER SHEET & INDEX OF DRAWINGS PROJECT NUMBER 25-034 DATE 06-12-2025 ya��r►[�a G.1 .0 SHEET 1 OF 3 CITY OF SANTA ANA inning and Building Agency TYPICAL FIRE PENETRATION SIGNAGE: FIRE AND SMOKE BARRIER, PROTECT ALL OPENINGS '"' GENERAL NOTES: 1. EACH NEW/EXISTING FIRE WALL, FIRE BARRIER, FIRE PARTITION, SMOKE BARRIER, SMOKE PARTITION, OR ANY NEW/EXISTING WALL REQUIRED TO HAVE PROTECTED OPENINGS SHALL BE EFFECTIVELY AND PERMANENTLY IDENTIFIED WITH SIGNS OR STENCILING ABOVE ANY DECORATIVE CEILING AND IN ALL CONCEALED SPACES WITH THE WORDING "FIRE AND SMOKE BARRIER - PROTECT ALL OPENINGS" OR SIMILAR LANGUAGE. SUCH SIGNS OR STENCILING SHALL BE PROVIDED WITH 4" IN. HIGH LETTERS, AND IN. STROKE, AND NOT MORE THAN 15FEET ON -CENTER. SUCH SIGNS OR STENCILING SHALL BE PROVIDED WITH RED LETTERING AND PROVIDED ON BOTH SIDES OF SAID ASSEMBLIES. KEY NOTES 1. MAXIMUM DIFFERENCE IN FLOOR ELEVATION ON BOTH SIDES OF ALL EGRESS DOORS TO REMAIN AT 1" MAX. IN ACCORDANCE WITH THE CODE, TYP. 2. 3%0" CLEAR AREA IN FRONT OF ELECTRICAL PANELS 3. NOT USED. 4, NOT USED 5. WALK-IN COOLER 6. FIRE EXTINGUISHERS FIRE EXTINGUISHER ANALYSIS CLASSIFICATION OF HAZARD: (N.F.PA 10 SECTION 1-5) LIGHT (LOW) HAZARD (N.F.PA 10 SECTION 1-5.2) MINIMUM RATED SINGLE EXTINGUISHER = 2A (N.F.PA 10 TABLE 3-2. 1)] MAXIMUM FLOOR AREA PER UNIT OF A = 3000 SF (N.F.PA 10 TABLE 3-2. 1) MAXIMUM FLOOR AREA FOR EXTINGUISHER =11,250 SF (N.F.PA 10 TABLE 3-2. 1) MAXIMUM TRAVEL DISTANCE TO EXTINGUISHER = 75 FEET (N.F.PA 10 TABLE 3-2. 1) NOTES PER THE CALIFORNIA BUILDING CODE 2022, SECTION 1011.4 A TACTILE SIGN STATING 'EXIT' AND COMPLYING WITH ICC Al17.1 (RAISED LETTERING AND BRAILLE) IS TO BE PROVIDED ADJACENT TO EACH DOOR TO AN EGRESS STAIRWAY, AN EXIT PASSAGEWAY, THE EXIT DISCHARGE, AREA OF RESCUE, AND EXTERIOR AREA FOR ASSISTED RESCUE. SIGNS SHALL BE PLACED ON THE WALL, ON THE LATCH SIDE OF THE DOOR, 48 TO 60 INCHES OFF OF THE FLOOR. 2. FIRE EXTINGUISHER SPECIFICATION: MANUFACTURER: LARSENS SERIES: MP—SERIES/MULTI PURPOSE DRY CHEMICAL MODEL NO : MP5 (UL RATING 2A-10B:C) BRACKET: SURFACE MOUNTED 2 c C u 34" CLEAR WIDTH WITH PANIC HARDWARE THIS DOOR CAN ACCOMMODATE THE ENTIRE TOTAL OCCUPANT LOAD OF 12 OCCUPANTS o 0 U ■ 1 0 'A" 1 1 M _- - _x 1 I 1 1 .M ------ILL COMMERCIAL KITCHEN COMMERCIAL KITCHEN 771 SF - 0 200 3.8 1 HOUR RATED DEMISING WALL - 0� I I LE co J Z v CP�_ GV UJI LU U Z NR-1 R �r88� � I u 0 o = IWAITING AREA 112 SF 15 7.4 N r � � I I n BUILDING DATA NAME OF PROJECT: INTERIOR UP -FIT FOR MARCO'S PIZZA ADDRESS: 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 THIS PROJECT WAS DESIGNED UNDER: THE 2022 CALIFORNIA BUILDING CODE (SEE GEN. NOTE 2 ON G-1) PROPOSED USE: RESTAURANT (UNDER 50 OCCUPANTS) OWNER'S REPRESENATIVE: GERALD P. NOE CODE ENFORCEMENT JURISDICTION: CITY OF SANTA ANA, CALIFORNIA GROSS AREA TENANT SPACE / ALTERED AREA: 1,100 S.F. (EXISTING) CONSTRUCTION TYPE: VB SPRINKLED - NFPA 13 OCCUPANCY CLASSIFICATION: B - RESTAURANT UNDER 50 OCCUPANTS OCCUPANT LOAD: 12 PERSONS (SEE LIFE SAFETY PLAN ON G-2) EGRESS WIDTH REQUIRED: 12 PERSONS x .2" = 2.4" (MIN. 68" REQUIRED) EGRESS WIDTH PROVIDED: 2 DOORS (1) IJ x 7-0" STOREFRONT DOOR (1) 3-0" x 7-0" HOLLOW METAL DOOR SEE PLUMBING FIXTURE SUMMARY MAXIMUM TRAVEL DISTANCE (TABLE 1006.3.3(2)): 25IJ PROVIDE FIRE EXTINGUISHERS IN ACCORDANCE WITH N.F.P.A. 10 PLUMBING FIXTURE SUMMARY WATER CLOSET UNISEX LAVATORIES UNISEX SERVICE SINK DRINKING FOUNTAIN TOTAL OCC: 19 1 1 CODE REQUIREMENT 1 1 1 - FIXTURES REQUIRED 1 1 1 - FIXTURES PROVIDED ASSUMED OCCUPANT LOAD SPLIT BETWEEN MEN & WOMEN 1 HOUR RATED DEMISING WALL LIFE SAFETY PLAN LEGEND OCC OCCUPANCY CLASSIFICATION AREA FLOOR AREA OCCUPANCY LOAD FACTOR PER CODE XXX XXX TOTAL OCCUPANTS FOR THIS SPACE ACCESSIBLE PATH OF TRAVEL NOTES: 1, ACCESSIBLE PATH OF TRAVEL AS INDICATED IS A BARRIER -FREE ACCESS ROUTE W/O ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" IF BEVELED AT 1:2 MAX SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX, AND AT LEAST 48" IN WIDTH. 2. SURFACE IS STABLE, FIRM, & SLIP RESISTANT. 3. CROSS SLOPE DOES NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5%, UNLESS OTHERWISE INDICATED. 4. ACCESSIBLE PATH OF TRAVEL SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM, AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80". 5. THE PATH SHALL BE VERIFIED THAT THERE ARE NO BARRIERS IN THE PATH OF TRAVEL. 68" CLEAR WIDTH WITHOUT PANIC HARDWARE - THIS DOOR CAN ACCOMMODATE THE ENTIRE TOTAL OCCUPANT LOAD OF 12 OCCUPANTS LIFE SAFETY PLAN 1 /4" = 1'-0" 14180 NJ ills nami THE GENERAL CONTRACTOR SHALL SUBMIT PLANS AND DOCUMENTATION FOR THE FOLLOWING ITEMS TO THE BUILDING / FIRE PLAN REVIEW OFFICES FOR THE FOLLOWING ITEMS: 1 . HOOD FIRE SUPPRESSION SYSTEM 2. EXTERIOR SIGNAGE 3. FIRE SPRINKLER MODIFICATIONS B- DESIGN 4. FIRE ALARM MODIFICATIONS & DESIGN 5. WALK-IN COOLER 4 w a 0 H o er 1 `dERALD P. NOE atd: ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 No. C22130 Ren. 09/30/27 �Q 01-29-2026 REVISIONS: NO. DATE DESCRIPTION BY 01-29-2026 PLAN REVIEW COMMENTS DKH 2 H CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: r• -•_'Uk 7447 - INTERIOR Pizza onUP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: LIFE SAFETY PLAN PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-2.0 SHEET 2 OF 4 CITY OF SANTA ANA inning and Building Agency JCS^ �- �4 . i I r VIM ,,,. AM KEY PLAN NOT TO SCALE q1m smixim 11=`�31111 FOR a 0 H M oer IDdERALD P. NOE Da ARCHITECT z 0 E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 USED AR�yi v O�PS R. O j No. C22130 Ren. 09/30/27 �Q CAS-�F�� i i i ' 01-29-2026 i REVISIONS: NO. DATE DESCRIPTION BY 12-26-2025 PLAN REVIEW COMMENTS DKH 2 CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: Aff. _&1bk 7447 INTERIOR PIZZA �UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: KEY PLAN & EXISTING SITE PHOTOS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G � ■ 1 SHEET 3 OF 9 Thomas R. Gerbo 03.12.2026 CITY OF SANTA ANA inning and Building Agency 14� California 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement) Y ' CHAPTER 3 WE AM GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be Included In the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified In Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 squares feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of Califomia Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings IN] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. SECTION 5.106 SITE DEVELOPMENT il ITVA K4SPON 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE PAgfr1r OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. TABLE 5.106.5.3.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF EVCS (EV CAPABLE SPACES PROVIDED WiTH EVSE)A2 0-9 0 0 10-26 4 0 26-50 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 201 AND OVER 20 percent of actual parking spaces' 25 percent of EV capable spaces' Y " YES NIA NOT APPLICABLE RESPON. PARTY m RESPONSIBLE PARTY UN ARCHITECT, ENCNEER OWNER, CONTRACTOR, INBPEWM ETC-) Y IWAI R€SPON. I'MW ❑ ■ 5.106.5.5 Electric vehicle (Elf) charging: medium -duty and heavy-duty. [N] [BSG-CG] Construction shall comply with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off strest loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE. Exceptions: 1. On a case -by -case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions: a. Where there Is no local utility power supply. b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely Impact the construction cost of the project. When EVSE(s) is/am installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: &I06.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office i. Stabilized construction exits. 1. Calculation for spaces shall be rounded up to the nearest whole number. buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. IN] 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: j. Wind erosion control. 2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section k Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment materials, non�tonnwater discharges r9 total number of required EV capable spaces shown in column 2. 3. At least one Level 2 EVSE shall be provided. In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or busway(s) and adequate capacity for transformer(s), service panels) or subpanel(s) shall be installed at the 1101.3. shall have its noncompliant plumbing fixtures replaced with appropriate water -conserving and wastes that should be considered for implementation as appropriate for each project include, but time of construction in accordance with the California Electrical Code. Construction plans and specifications plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 of seq. for definitions, are not limited to, the following: 5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric shall Include, but are not limited to, the following: types of commercial real property affected, effective dates, circumstances necessitating a Dewatering activities vehicle supply equipment (EVSE) to create EVCS In the number Indicated In Table 5.106.5.3.1. The EVCS replacement of noncompliant plumbing fixtures, and duties and responsibilities for b. Material handling and waste management. required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section 1. The transformer, main service equipment and subpanels shall meet the minimum power requirement ensuring compliance. c. Building materials stockpile management. 5.106.6.3.2.1. At least one Level 2 EVSE shall be provided. in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and d. Management of washout areas (concrete, paints, stucco, etc.). a. Control of vehldei ul fuelin to contractor's staging area. pmeM g g One EV charger with multiple connectors capable of charging multiple EVs simultaneous) shall be r9 Pi Pa r9 ng P y permitted if 2. The construction documents shall indicate one or more location(s) convenient to the planned alterations whenever a permit Is required for work. f. Vehicle and equipment cleaning performed off site. the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the mosway(s) or 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. see GBSC ( ) g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. supplied to the EV charger. busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1. 301.5 HEALTH FACILITIES. (see GBSC) The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the 3. Raceways) or busway(s) originating at a main service panel or a subpanel(s) serving the area where ■ SECTION 302 MIXED OCCUPANCY BUILDINGS o 5,106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF service panel or subpanel. potential future medium- and heavy-duty EVSE will be located and shall terminate in dose proximity LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or to the potential future location of the charging equipment for medium- and heavy-duty vehicles. 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. 5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum shall comply with the specific green building measures applicable to each specific occupancy. number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by We and 4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the reduce proportionally the required electrical load capacity to the service panel or subpanel. load to the future location of the charging for medium- and heavy-0uty ZEVs as shown in Table larger common plan of development or sale must comply with the post -construction requirements detailed in the 5.108.5.5.1. SECTION 303 PHASED PROJECTS applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stommwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or 5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be permitted to reduce the minimum number of required EV capable spaces without EVSE in Table 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant Improvements, the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). 5.106.5.3.1 by one. only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply_ The NPDES permits require postconstrudion ninoff (post -project hydrology) to match the preconstnuction runoff 5.106.5.3.3 Use of automatic load management systems (ALMS). (pre -project hydrology) with the Installation of postconstruction stormwater management measures. The NPDES ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load rapacity 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant permits emphasize runoff reduction through on -site stormwater use, interception, evapotranspiration, and infiltration specified In Section improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. 5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each Section 301.3 non-residential additions and alterations. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle practices and be approved by the enforcing agency. and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs. ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development Refer to the current applicable permits on the State Water Resources Control Board website at 5.106.5.3.4 Accessible EVCS. BSC California Building Standards Commission www.waterboards.ca. ov/constnudionstaffnwater. Consideration to the stormwater runoff management measures g a9 When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building DSA-SS Division of the State Architect, Structural Safety should be given during the Initial design process for appropriate Integration Into site development. Code, Chapter 11B, Section 11B-228.3. OSHPD Office of Statewide Health Planning and Development LR Low Rise 5.106A BICYCLE PARKING. For buildingswithin the authorityof California Building Standards Commission as g Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission HR High Rise specified in comply with Section 5Section For buildings within the authority of the Division of the State Vehicle Signs and Pavement Markings) or its sucxessor(s). AA Additions and Alterations Architect pursuant too Section 105, comply with Section 5.106.4.2 pursuant Se N New 5.106A.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1I.1 and 5.106A.1.2; or meet the g Y 6.106.5.3.4 Accessible okc lc vehicle charging station (EVCS). When EVSE Is Installed, accessible EVCS shall be provided in accordance with the California Building Code, Chapter 11 B, Section 118-228.3. ❑ ■ CHAPTER 5 applicable local ordinance, whichever is stricter. NONRESIDENTIAL MANDATORY MEASURES 5.106A.1.1 Short-term bicycle parking. If the new projector an addition or alteration is anticipated 5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified by signage or pavement markings In compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' Emission Vehicle Signs and Pavement Markings) or its sucoessor(s). DIVISION 5.1 PLANNING AND DESIGN readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being entrance, added, with a minimum of one Iwo -bike capacity rack Power allocation method shall include the following: SECTION 5.101 GENERAL Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. 1. Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs. 5.101.1 SCOPE 2. At least one Level 2 EVSE shall be provided. The provisions of this chapter outline planning, design and development methods that Include environmentally 5.106A.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more responsible site selection, building design, building siting and development to protect, restore and enhance the tenant -occupants, provide secure bicycle parking for 5 percent of the tenant -occupant vehicular parking environmental quality of the site and respect the integrity of adjacent properties. spaces with a minimum of one bicycle parking facility. 5.106.5.3.6 Electric vehicle charging stations (EVCS)--power allocation method. The power allocation method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and SECTION 5.102 DEFINITIONS 5.I06A.1.3 For additions or alterations that add 10 or more tenant-occupent vehicular parking spaces, associated Table 5.108.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based an the 5.102.1 DEFINITIONS provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a . - fa total number of actual parking spaces. The following terms are defined in Chapter 2 (and are included here for reference) minibi mum one cyrde pariang cility. CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not 5.106A.IA For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of anticipated tenant -occupant vehicular parking spaces with a minimum of one bicycle parking facility. 80 degrees above nadir. This applies to all lateral angles around the luminaire. 5.106A.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106A.1.4 shall ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive -type vehicle for on -road use, such as passenger be convenient from the street and shall meet one of the following: automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel call, photovoltaic array or other 1. Covered, lockable enclosures with permanently anchored racks for bicycles; source of electric current. Plug-in hybrid electric vehicles (PH EV) are considered electric vehicles. For purposes of the 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. California Electrical Code, off -road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats and the like, are not included. Note: Additional information on recommended bicycle accommodations may be obtained from ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG, Sacramento Area Blcyde Advocates. DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and necessary raceways, both underground and/or surface mounted, to support EV charging. 5,1 O6A.2 Bicycle parking. [OSA-SS] For public schools and community colleges, comply with Sections ❑ ■ 1 5.100.4.2.1 and 5.106.4.2.2 ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off -board charging equipment used to charge an electric vehicle. 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two -bike capacity racks per new building. ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of 5.105A.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed EV charging equipment and charging of electric vehicles. with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: TABLE 5.106.5.3.6 MINIMUM TOTAL kVA REQUIRED IN ANY TOTAL NUMBER OF ACTUAL TOTAL kVA @ COMBINATION OF EV CAPABLEA4 PARKING SPACES 8.6 WVA LOW POWER LEVEL 2, LEVEL $ 1, 2 OR DCFC 0-9 0 0 10-25 26.4 26.4 26-50 52.8 52.8 51-75 85.8 85.8 76-100 112.2 112.2 101-150 165 165 151-200 231 231 20 percent of actual Total required kVA = P x .20 x 6.6 201 AND OVER parking spaces x Where P = Parking spaces in facility 6.6 TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [NJ BUILDING TYPE BUILDING SIZE (SQ. FT.) NUMBER OF OFF-STREET LOADING SPACES ADDITIONAL CAPACITY REQUIRED (KVA) FOR RACEWAY & BUSWAY AND TRANSFORMER & PANEL Grocery 10.000 to 90.000 1 or 2 200 3 or Greater 400 Greater than 90,000 1 or Greater 400 Manufacturing Facilities 10,000 to 50,000 1 or 2 200 10,000 to 50,000 3 or Greater 400 Greater than 50,000 1 or Greater 400 Office Buildings 10,000 to 135,000 1 or 2 200 10.000 to 135,000 3 or Greater 400 Greater than 135,000 1 or Greater 400 Retail 10,000 to 135,000 1 or 2 200 3 or Greater 400 Greater than 135,000 1 or Greater 4DO Warehouse 20,000 to 256,000 1 or 2 200 3 or Greater 400 Greater than 256,000 1 or Greater 400 n ■ 5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle Infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided In accordance with regulations in the California Building Code and the California Electrical Code. Exceptions: 1. On a case -by -case basis where compliance with this section has been demonstrated to be not feasible based upon one of the following condhions,and with concurrence by the Division of the State Architect (DSA), compliance with Section 5.106.5.6 shall not be required. a. Where there is no local utility power supply. b. Where the local utility Is unable to supply adequate power. c. The installation of EVCS is impracticable. 2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with Section 5.106.5.6. 5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1 and the following requirements: ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSASS, HCD] One or more electric vehicle charging spaces served by EVSE or recepthde(s). 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 1. Level 2 EVSE i§ 6.6 WA minimum. 2. Lockable bicycle rooms with permanently anchored racks; or 2. At least one Level 2 EVSE shall be provided. 1. Raceways complying with the California Electrical Code and no less than 1-Inch (25 mm) diameter shall be ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit any 3. Lockable, permanently anchored bicycle lockers. 3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent. 4. if EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure ❑ ■ necessary raceways, bath underground and/or surface mounted; to accommodate EV charging, terminating in a 5.106.5.3 Electric vehicle (EV) charging. [N] [BSC-CG] Construction to provide electric vehicle infrastructure and spaces, or equivalent. A common raceway may be used to serve multiple EV capable spaces. receptacle or a charger. facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2 ❑ ■ ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-0S and HCD] The conductors, including Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle 5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings 2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a 1 the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment charging stations (EVCS)--Power allocation method and associated Table 5.106.5.3.6 and shall be provided in or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5A.2. dedicated 208/240 volt, 40 ampare minimum branch circuit for each EV capable space, with delivery of plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus Installed specifically for accordance with regulations in the California Building Code and the California Elecfncal Code. When EVSE is installed, accessible EVCS shall be provided in accordance with the Caiifornia Building Code, 30-ampare minimum to an installed EVSE at each EVCS. the purpose of transferring ing energy between the premises wiring and the electric vehicle. Exceptions' 11 B, Section 118-228.3. 3. The electrical system and any on -site distribution transformers shall have sufficient capacity to supply 1. On a case -by -case basis where the local enforcing agency has determined compliance with 1. When the scope of construction work Includes an Increase In power supply to an electric service panel as full rated amperage at each EV capable space. SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES this section is not feasible based upon one of the following conditions: a. Where there is no local utility power supply part of a parking facility addition or alteration. 2. When a new photovoltaic system is installed covering existing parking spaces. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device "EV 6.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered b. Where the local utility is unable to supply adequate power. 3. When additions or alterations to "sting buildings are triggered pursuant to code Section 301.3 and the space(s) as CAPABLE" The raceway termination location) shall be permanently and visibly marked as "EV CAPABLE." floor area is 100,000 square feet or greater shall comply with either Section 5.105.2. 5.409.2. or 5.409.3. Addition(s) to c Where there Is evidence suitable to the local enforcement agency substantiating the scope of work Includes an Increase In power supply to an electric service panel. existing building(s) where the total floor area combined with the existing building(s) is I00,000 square feat or greater local utility infrastructure design requirements, directly related to the implementation of Exceptions: shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. Section 5.106.5.3, may adversely impact the construction cost of the project. 1. On a case -by -case y-se basis where the local enforcing agency has determined compliance with this section is 2. Parking spaces accessible only by automated mechanical car parking systems are not not feasible based upon one of the following conditions: [DSA-08] Alteration(s) to existing building(s) where the combined altered floor area Is 50,000 square feet or greater required to comply with this code section. a. Where there is no local utility power supply. shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor b. Where the local utility is unable to supply adequate power. area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.106.5.3.1 EV capable spaces. IN] EV capable spaces shall be provided in accordance with Table c. Where there Is evidence suitable to the local enforcement agency substantiating that additlonal Section 5.409.2, or Section 5.409.3. 5.106.5.3.1 and the following requirements: local utility infrastructure design requirements, directly related to the implementation of Section 1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) 5.106.5.3. may adversely impact the construction cost of the project. Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of diameter shall be provided and shall originate at a service panel or a subpanel(s) serving d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues. the existing building(s) is not eligible to meet compliance with Section 5.105.2. the area, and shall terminate in close proximity to the proposed location of the EV capable 2. Remote parking facilities that do not have access to the building service panel. 3. Parking area lighting upgrades where no trenching is part of the scope of work. 1 5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45 percent combined of the exlsbng bulid Ing's primary structural elements (foundations; columns, beams, walls, and and into a suitable listed cabinet, box,enciosure or equivalent. A common raceway may be used to serve multiple EV charging spaces. 2. A service panel or subpanel (s) shall be provided with panel space and electrical load 4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster repairs' etc° owl floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window assemblies, insulation, portions of buildings deemed sdedinrallythe unsound or hazardous, and hazardous materials that capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS. 5,106,5,4.1 Existing buildings or parking areas without previously installer EN capable infrastructure are remediated as part of the project shall not be Included In the calculation. 3. The electrical system and an on -site distribution transformers shall have sufficient capacity[ � Y A . When EV capable infrastructure does not exist at an existin parking facili or buildin and the parking ] e ti 9 dY 9� P ng facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include &I05.2.1 Verification of compliance. Documentation shall be provided in the construction documents to to supply full rated amperage at each EV capable space. electric vehicle charging In compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or demonstrate compliance with Section 5.105.2. 4. The service panel or subpanel circuit directory shall identify the reserved overcurrent Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being protective devices space(s) as "EV CAPABLE'. The raceway termination location shall be I III "EV PABLE " added or altered. TABLE 5.106.5.6.1 TOTAL NUMBER OF ACTUAL PARKING SPACES NUMBER OF REQUIRED EV CAPABLE SPACES NUMBER OF REQUIRED EVCS2 D-9 0 0 10-25 4 1 26-M 8 2 51-75 13 3 76-100 17 4 101-150 25 6 151-200 35 9 in Note; Sample Worksheet WS-3 in Chapter 8 may be used to assist documenting compliance with this permanent y and v s b y marked as CA . section. 5.106.5.4.2 Existing buildings or parking areas with previously Installed EV capable Infrastructure 1. Calculation for spaces shall be rounded up to the nearest whole number. Note: A parking space served by e[edric vehicle supply equipment or designed as a future EV [A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking 2. Each EVCS shall reduce the number of required EV capable spaces by the same number. 5.105.3 Deconstruction (Reserved). charging space shall count as at least one standard automobile parking space only for the purpose of facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall complyingwith an applicable minimum parking ace requirements established an enforcement include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.6.2 Electric vehicle chargingstations (EVCS). EV capable spaces shall be provided with EVSE to Y PP P g 5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable ( ) agency. See vehicle Code Section 22511.2 for further details. create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2. allocated power and infrastructure for the total number of actual parking spaces being added or altered. If EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any the area being added or altered exceeds the existing EV capable capacity, allocated power and combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California BuAding infrastructure, provide additional EV charging as needed to comply with this section. Code Chapter 11B. DiSCLAIMK_R. THiS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDiCATEAREAS OF COMPLMNCEiA►ITFd THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS; THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECTBASiS AND AMYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS, THE END USER ASSUMES ALL RESPONSIBILiTYASSOCIATED WITH THE USE OF THiS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. F W. 0 H IV M o er 1 DdERALD P. NOE Da �: ARCHITECT V x F, Z 0 0 Z 0 U Lu Lu L L Z u w Lu Ir (D Q rn w_ J a_ 2 CO Z Q If 0 w W W L LL 0 w D E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 13: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �ED ARCiyi oPS R. cF , � o No. C22130 �� Ren. 09/30/27 �Q I If, r 10"- 1/. 1Ci!Z1:0*A 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR PIZZA . UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: CALIFORNIA GREEN CHECKLIST PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-300 SHEET 4 OF 9 CITY OF SANTA ANA inning and Building Agency L4 cr na 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 2(July 2024 Supplement) Y I WAI RESPON. PARTY 5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces Indicated In Table 5.106.5.6.1 by five and reduce proportionally the required electrical load capacity to the service panel or subpanel. 5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for each EV capable space is accumulatively supplied to the EVSE. 5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical load capacity specified in Section 5.106.6.6.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVE. 5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2. EVCS shall be provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power indicated in Table 5.106.5.6.3. based on the total number of actual parking spaces in each parking facility. TABLE 5.106.5.6.3 NUMBER OF PARKING SPACES IN A PARKING FACILITY MINIMUM TOTAL POWER (KVA) REQUIRED FOR EVCS 0-9 0 10-25 7 26-50 14 51-75 20 76-100 27 101-150 40 151-200 60 201 AND OVER Total required KVA= P x .05 x 6.6 Where P = Parking spaces in facility 5.105.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable spaces required to be provided without EVSE shall not be required. 5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scrape of work includes an increase in power supply to an electric panel serving light fixtures Illuminating the parting area or when area containing parking spaces Is added to a parking facility. The number of required EVCS shall be based on the total number of existing and new parking spaces In the parking facility. 5.106.5.5.4.2 Alterations consisting of the Installation of photovoltaic systems. EVCS shall be provided in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated In Table 5.106.5.6.3 when a new photovoltaic system Is installed in an existing parking facility. 5.106.5.6.5 Requirement to Install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to create EVCS when a project Is required by California Administrative Code Section 4-309 to be submitted for plan approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible EVCS shall be provided in accordance with Cal fomla Building Code Chapter 11 B. Exception: Projects in which improvements in parking areas consist only of accessibility improvements are not required to comply with Section 5.106.5.6.5. 5.106.8 LIGHT POLLUTION REDUCTION. [N].1 Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements In the Califomla Energy Code for Lighting Zones 04 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table M1 in Chapter 8); 3. Upllght and Glare ratings as defined In California Energy Code (shown In Tables 130.2 A and 130.2-B in Chapter 8) and 4. Allowable BUG ratings not exceeding time shown in Table 5.106.8. IN] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever Is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements In Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. 5. Luminaires with less than 6,200 initial luminaire lumens. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS r,2 ALLOWABLE RATING LIGHTING ZONE LIGHTING LIGHTING LIGHTING LIGHTING LZO ZONE LZ1 ZONE LZ2 ZONE LZ3 ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING a Luminaire greater than 2 mounting heights (MH) from NIA No Limit No Limit No Limit No Limit property line Luminaire back hemisphere is NIA B2 B3 B4 B4 1-2 MH from property line Luminaire back hemisphere is NIA B1 B2 S3 B3 0.5-1 MH from property line Luminalre back hemisphere is less than 0.5 MH from property NIA BO BO B1 132 line MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting a NIA U0 UO UO UO For all other outdoor lighting,including decorative NIA U1 U2 U3 UR luminaires MAXIMUM ALLOWABLE GLARE RATING fi (0) MAXIMUM ALLOWABLE GLARE RATING r, (G) NA1 C2 G4 MAXIMUM ALLOWABLE NIA GO G1 131 G2 GLARE RATING b (G) MAXIMUM ALLOWABLE GLARE RATING a (0) NIA GO GO G I G1 MAXIMUM ALLOWABLE GLARE RATING s (G) NIA GO GO GO G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined In the Cai/fomle Energy Code and Chapter 10 of the Calllfomia AdministratNe Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of detenilning compliance with this section. 3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meat these reduced ratings. Decorative luminaries located in these areas shall most U-value limits for "all other outdoor lighting' Y WAIRESPM PARTY 5.106.8.1 Facing- Backlight Luminaries within 2MH of a property line shall be oriented so that the nearest property line Is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line. Exception: Corners. if two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the comer) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating. 5.106.8.2 Facing -Glare. For luminaires covered by 5.106.8.1. if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere. Note: IN] 1.See also C aUkirn/a Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2.Refer to Chapter 8 (Compliance Forms, Workshasts and Reference Material) for IES TM-15-11 Table A-1, Califomia Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the Calltomia Buiding Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. S. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 5.106.12 SHADE TREES [DSA$S]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.108.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfrelds for organized sport activity are not included in the total area calculation. 5.106.12A Hadscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the handscape area within 15 years. Exceptions: 1. Walks, hardsc ape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting. 2. Designated and marked play areas of organized sport activity are not included in the total area calculation. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. Califom/a Energy Code j'DSA-SSJ. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are /ncafuded here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which as two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self -dosing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be flared or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater' includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet most an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, Installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that Is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. Sea definition in the Califomia Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that Is satisfactory for drinking, c ullnery, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water tried to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed -use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape Irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be Installed for the uses described In Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings In excess of 50,000 square feet. Separate submeters shall be Installed as follows: 1. For each individual [eased, rented or other tenant space within the building projected to consume more than 100 gallday (380 Uday), Including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling tower where flow through Is greater than 500 gpm (30 Lis). b. Makeup water for evaporative coders greater than 6 gpm (0.04 Us). c. Steam and hot water boilers with energy input more than 500,000 Btufi (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a now building or within an addition that is projected to consume more than 1,000 gaudy. Y WA REBPON. PARTY ■ o 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank -Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall -mounted Urinals. The effective flush volume of wall -mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor -mounted Urinals. The effective flush volume of floor -mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3A.2 Kitchen faucets. IGtchan faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. ICtchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3A.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3A.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3A.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 pet. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 5.303.3A.6 Pre -rinse spray value When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY;The following table and code section have been reprinted from the California Code ofReguladons, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). TABLE H-2 STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019 PRODUCT CLASS [spray force In ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (5 5.0 ozfl 1.00 Product Gass 2 (> 5.0 ozf and:5 8.0 ort) 1.20 Product Class 3 (> 8.0 ozf) 1.28 Owner 5.303A COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food wasteino-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303A shall apply to new fixtures In additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing futures and fittings shall be installed In accordance with the C:alifomia Plumbing Code, and shall meet ft applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at; https:/lwww.watsr ca.govl- 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the Califomis Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, Califamia Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet 5.304.6.2 Rehabllltated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet, DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the installation of products with lower GHG emissions and building commissioning or testing and adjusting. SECTION 5.402 DEFINITIONS 5A02.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are induded here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. Y • YES NA • NOT APPLICABLE S RPARTY_ E38PGN PARTY OVNIER,ONTRAM INSPECTOR W4 WEER Y WA RESPON. BALANCE. To proportion flows within the distribution system, including sub -mains, branches and terminals. P"T' according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner's project requirements. BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean Califomia Act (BCCA) (Public Contract Code Sections 3500-3505) targets carbon emissions associated with the production of structural steel (hot -rolled sections, hollow structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in consultation with the California Air Resources Board (CARB). CRADLE.TO-GRAVE. Activities associated with a product or building's life cycle from the extraction stage through disposal stage, and covering modules Al through C4 in accordance with ISO Standards 14025 and 21930. ORGANIC WASTE. Food waste, green waste, landscape and pruning wsts, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle assessment. TEST. A procedure to determine quantitative performance of a system or equipment TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third -party verified report that summarizes how a product impacts the environment. Type III EPDs can be either product -specific, factory -specific, or industrywide EPDs. See "Cradle -to -Gate' FACTORY -SPECIFIC EPD. A product -specific Type III EPD in which the environmental impacts can be attributed to a single manufacturer and manufacturing facility. INDUSTRY -WIDE EPD (Mt-EPD). A Type III EPD In which the environmental Impacts are an average of the typical manufacturing impacts for a range of products within the same product category for a group of manufacturers. PRODUCT -SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product design and manufacturer across multiple facilities. SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT SA07.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by California Building Code. Section 1402.2 (Weather Protection), manufacturer's installation Instructions or local ordinance, whichever is more stringent. 5AO7.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on struchires. 5.407.2.2 Entriies and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven rain to prevent water intrusion into buildings as follows: 5AOT.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door Is protected by a roof overhang at least 4 feet In depth. 3. The door Is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5AO7.2.2.2 Flashing. Install flashings Integrated with a drainage plane. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non -hazardous construction and demolition waste In accordance with Section 5.408.1.1, 5.408.1.2 or 5AD8.1.3; or meet a local constructlon and demolition waste management ordinance, whichever Is more stringent. SA08.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the constriction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on -site (source -separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5A08.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of constriction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land -clearing debris. 2. Altemate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist, 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. SA8.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5A08.1 A Documentation. Documentation shall be provided to the anlbrcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov]BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist In documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecyde). GC 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste Hems such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of property and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http:/Awww.dtsc.c a.goviuniversalwastel 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off -site, of vegetation or soil contaminated by disease or pest infestation. Notes: 1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) SECTION 5.409 LIFE CYCLE ASSESSMENT 5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Alterations) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2. or 5,409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) Is 100,000 square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5A09.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or greater. [DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3. Altoration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5AO9.2, or 5.409.3. Additions) to existing building(s) where the total floor area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2. Section SA09.2, or Section 5.409.3. DISCLAIMER: MIS DOCUMENT IS PROWDED AND INTENDED TO BE USED AS A MEANS TO INDICA TE AREAS OF COMPLMANCE MTH THE CALIFORNA GREEN BUILDING STANDARDS (C4LGREEM CODE DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENTJURiSDICTIOAM THIS CHECKLIST IS TO BE USED ON AN INDMDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOW INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBMITYASSOCL4TED W/TH THE USE OF THIS DOCUi4 Mr, INCLULNNG VERiF4477ON WITH THE FULL CODE O E~ M i e I DGERALD P. NOE E� Da : ARCHITECT V x 1~ C6 z 0 E z 0 U w Cn w L z z w 2 w w w C� Q rn w_ J w 2 O z Q Ir 0 w :n w L_ 0 w E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 /USED ARCiyi � T R. �PS GF o � A No. C22130 Ren. 09/30/27 �Q CA 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 7447 INTERIOR PIZZA UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: CALIFORNIA GREEN CHECKLIST PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-301 SHEET 5 OF 9 CITY OF SANTA ANA inning and Building Agency Y INW RESPON. I PARTY Ca►ifornia 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SHEET 3(July zoza supplement) 5.409.2 Whole building life cycle assessment Projects shall conduct a cradle -to -grave whale building life cycle assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference baseline building of similar size, function, complexity, type of construction, material specification, and location that meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044. and ISO 21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets shall be the same for evaluation of both the baseline building and the proposed building. Fortes: 1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable Materials Institute (https:f/calculatelca.comfsoftwarefhmpact-astimatorl) and OneCliick LCA-Planetary (www.onedicklca.com/planetary). Paid versions include, but are not limited to, Sphere GaBi Solutions (gabi.sphera.com), SimaPro (simapro.com), One -Click LCA (www.oneclicklca.com) and Tally for Revit (apps.autodesk.com). 2. ASTM E2921-22 "Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle Assessments for Use with Building Codes, Standards, and Rating Systems' may be consulted for the assessment. 3. In addition to the required documentation specified in Section 5.409.2.3, Workshest WS-9 may be required by the enforcing entity to demonstrate compliance with the requirements. 5A09.2.1 Building components. Building enclosure components included in the assessment shall be limited to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and floors. 5A09.2.2 Reference study period. The reference study period of the proposed building shall be equal to the reference baseline building and shall be W years. SA09.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and Worksheet WS4 signed by the design professional of record shall be provided in the construction documents as documentation of compliance. A copy of the whole building life cycle assessment which Includes the GWP analysis produced by the software, in addition to maintenance and training information, shall be included in the operation and maintenance manual and shall be provided to the owner at the dose of construction. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. 5.409.3 Product GWP compliance --prescriptive path. Each product that is permanently installed and listed in Table 5.409.3 shall have a Type III environmental product declaration (EPO), either product -specific or factory -specific. TABLE 5.409.3 PRODUCT GWP LIMITS BUY CLEAN CALIFORNIA MAXIMUM ACCEPTABLE GWP UNIT OF MATERIALS PRODUCT CATEGORY' VALUE (unfabricated) MEASUREMENT (GWP,i) Hot -rolled structural steel 1.77 MT GD2elMT sections Hallow structural sections 3.00 MT CO2e1MT Steel plate 2.61 MT CO2eIMT Concrete reinforcing steel 1.50 MT CO2WMT Flat glass 2.50 kg CO2WMT Light -density mineral 5.83 kg CO2e1MT wool board insulation Heavy -density mineral 14.28 kg CO2WMT wool board Insulatan Concrete, Ready -Mixed 2, a CONCRETE PRODUCT MAXIMUM GWP UNIT OF CATEGORY ((ED)UE MEASUREMENT up to 2499 psi 450 kg CO2e111T9 2500-3499 psi 489 kg CO�WM3 3500-4499 psi 566 kg CO20W 4500-5499 psi 661 kg CQ2eIm3 5500-6499 psi 701 kg CO2a/m3 6500 psi and greater 799 kg COpW Concrete, Lightweight Ready-Mbke42 CONCRETE PRODUCT MAXIMUM GWP OWED UNIT OF CATEGORY (L MEASUREMENT up to 2499 psi 875 kg 1; %ef rP 2500-3499 psi 956 kg COzefm3 3500-4499 psi 1039 kg ems 1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act (BOCA) GWP values, except for concrete products which are not included in the BCCA. 2. For concrete,175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3 Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength. 3. Concrete High Early Strength ready -mixed shall be calculated at 130 percent of the read mixed concrete GWP allowed values for each product category. 5AO9.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3. Exception: Concrete may be considered one product category to meet compliance with this section. A weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations shall be performed with consistent units of measurement for the material quantity and the GWP value. For the purposes of this exception, industry -wide EPDs are acceptable. Exception EQUATION 5A09.3.1 GWPn c GWP GWP, = E (GWPn)(Q and GWP = f (GWP)(vn) and , = each concrete mix installed In the project GWP„ = the GWP for concrete mix n per concrete mix EPD, in kg CO2e1m3 GWP,bw,dm the GWP potential allowed for concrete mix n per Table 5.409.3 vn = the volume of concrete mix installed in the project, in m3 5409 3.2Veriflcation of compliance. Calculations tions to demonstrate compliance,Type III for products required to comply, if included in the project, and Workshest WSJ signed by the design professional of record shall be provided on the construction documents. Updated EPDs for products used in construction shall be provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the design professional of record or third party acceptable to the enforcing agency. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS owe= 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully onact d local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption In Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-mordh period under single or multiple permits, resulting in an Increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resc umes Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found In Appendix A of the document at the CalRecycle's web site. 5.410.2 COMMISSIONING. IN] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owners or owner representative's project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I -occupancies that are not regulated by OSHPD or for I -occupancies and L-occupancles that are not regulated y the Calffomia Energy Code Seddon 100.0 Scope, all requirements In Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy -related systems under the scope (Section 100) of the California Energy Code, Including heating, ventilation, air condltoning (HVAC) systems and controls, Indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner's or Owner representative's project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. S. Functional performance testing. 8. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant Improvements less than 10,000 square feet as described In Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not provide heating and/or air conditioning. Informational Notes: 1.. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.2.1 Owners or Owner Representative's Project Requirements (OPR). [NJ The expectations and requirements of the building appropriate lolls phase shall be documented before the design phase of the project begins. This documentation shall Include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). IN] Awritten explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.4102.3 Commissioning plan. [NJ Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project Information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design Intent_ b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct Installation and operation of each component, system and system -to -system interface In accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.5 Documentation and training. IN] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in CaN brnia Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5A10.2.5.1 Systems manual. IN] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic tnxubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. SAI0.2.5.2 Systems operations twining. [NJ A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall Induce the following: 1. Systamfequlpment overview (what it Is, what It does and with what other systems and/or equipment It interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5A10.2.6 Commissioning report. Ili] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. GC 5A10.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. Y WA RE$PON. PARTY 5AIDA2 (Reserved) Note: For energy -related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as wall as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130A, and 140.9(b)3 for additional testing requirements of specific systems. 5A10.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included fortwdng and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5A10.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410A.3.1 HVAC balancing. In addition to testing and adjusting, before a new space -conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. 5A10AA Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5AI DAS Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR. Tide 8, Section 5142, and other related regulations. 5A10A.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general tern denoting a highway primarily for through traffic usually on a continuous route. A•WEIGHTED SOUND LEVEL (dBA). The sound pressure level In decibels as measured on a sound level meter using the Internationally standardized A -weighting filter or as computed from sound spectral data to which A -weighting adjustments have been made. i STUIHOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day -night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours Vpm to 10pm) In addition to the 10 dB nighttime adjustment used In the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. `Composite wood products" does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated Umber, timber, prefabricated wood lyoists or finger -jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Tide 17, Section 93120.1. DAY -NIGHT AVERAGE SOUND LEVEL (Ldn). The A -weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive -type vehicle for on -road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Elecf&W Corte, off -road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces Intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at Intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass -based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth AssessmentA-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column 'SAR (100-yrr of Table 2.14.; the AR4 GWP values are found In column '100 ye'of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlomfluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (8) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths orf pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value lees than 150, and (B) is not an ozone depleting substance as defined in Tide 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REacWe Organic Gas (ROG) Mixture' per weight of compound added, expressed to hundreths of a gram (g 03Ig ROC). PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square fast or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a). Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. Y • YES NIA • NOTAPPLICABLE RESPON. PARTY = RESPONS®LE PARTY ps: ARCHffWF, ENOIIIEER, OWNER, CONTRACTOR. INSPECTOR ETC.) Y WA RESPON. PARTYSECTION 5.503 FIREPLACES 01111111 5.503.1 FIREPLACES. Install only a direct -vent sealed -combustion gas or sealed wood burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstovas and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label Indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL E o cc 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment Installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999. or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. ■ 0 ce 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough Installation and during storage on the constriction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. GC 5.504A FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichlomethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code ofRegufatbns, Title 17, commencing with Section 94507. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT,,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 St1BFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE -PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ce.gcrv/DRDB/SCICURHTML/Rl 168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE -PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. LNSCLA►VER.THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USEDAS A MEANS TO 1NDICATE AREAS OF COMPLIANCE WITH THE CAUFORM4 GREEN BUILDING STANDARDS (CALGREEN) CODE DUE TO THE VARIABLES aETWEFJV BUILDING DEPARTAAENT JURISD1C71ONS, T141S CHECKLIST IS TO SE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. 7HE END USER ASSUMES ALL RESPONSINUTYASSOCIATED WITH THE USE OF THiS DOCUMENT. INCLUDING VERIFICATION WITH THE FULL CODE 0 H M oer ID• GERALD P. NOE Da : ARCHITECT (J x z O F 0 z O U w :n w L z L z w 2 w w c� Q 9) w J w O z Q w :n w LL O w E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �ED ARCiyi -A P C o No. C22130 Ren. 09/30/27 �Q CA 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 7447 - - INTERIOR PIZZA UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: CALIFORNIA GREEN CHECKLIST PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-3 02 SHEET 5 OF 9 CITY OF SANTA ANA inning and Building Agency Ezti:S�K3fde PARry n I' ja 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE NONRESIDENTIAL MANDATORY MEASURES, SKEET 4(July 2024suppiement) 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatin Su ested Control Measure as shown in Table 5.504.4.3 unless more stringent local limits apply. The VOC content limit for ocatings that do not meet the definitions for the specialty coatings categories listed In Table 5.504A.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonfat or Nonflat High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504A.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of CaNbmia Code of Regulations, Title 17, commencing with Section 94520, and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER S LESS 7ENERIPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 5o BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETEIMASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM -RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH -TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGSi 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS Soo MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS CLEAR OPAQUE 730 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 4510 SWIMMING POOL COATINGS 340 TRAFFIC MARRING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC -RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER II. EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LiSTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. 5.504.4,3.2 Verification. Verification of compl lance with this section shall be provided at the request of the enforcing agency. Documentation may Include, but Is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on -site product containers 6.604.4.4 Carpet Systems. Al carpet installed In the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Scums Using Environmental Chambers,® Version 1.2, January 2017 (Emission testng method for California Specifications 01350). See California Department of Public Health's website for certification programs and testing labs. htt Av,Nw.odph.ca.gov/ProgramsfCCDPHPIDEODC/EHLB/IAQIPagesNOC.aspx#material 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350). See California Department of Public Health°s website for eartificatlon programs and testing labs. https./Avww. odph.ca.gov/PrugramsICCDPHPIDEODC/EH LB/IAQfPagas/VOC.aspx#rnatorial 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. RESPBN. PARTY 5.504A,5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified In ARB's Alr Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504A.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and Invoiced as meeting the Composite Wood Products regulation (sea CCR, Title 17, Section 93120, at seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian ASINZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS, MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE M05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOxICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HASA MAXIMUM THICKNESS OF 5/16 INCHES (tl MM). 5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public HealthStandard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2. January 2017 (Emission testing method for California Specifications 01350) See California Department of Public Health's website for certification programs and testing labs. httpss:/iwww.odph.ca.gov/Program&=DPHPiD EODCiEHLB/IAQi'PagerdVOC.aspx#material 5.504A.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. SAM.4.7 Thermal insulation Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, 'Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350). See California Department of Public Health's website for certification programs and testing labs. https:Uwww.odph.ca.gov/Programs/CCDPHPID EODCIEHLBIIAQ/Pages/VOC.asp)Wmatedal "04.4.7.1 Verification of compliance. Documentation shall be provided verifying that thermal Insulation materials meet the pollutant emission limits. 5.504.4.8 Acoustical calling and wall panels. Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01360). See California Department of Public Health's website for car ication programs and tasting labs. 5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits. &SM.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be Included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California. whichever are more stringent, When ordinances, regulations or policies are not in dace, post signage to Inform building occupants of the prohibitions. SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR,, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code, SECTION 5.506 INDOOR AIR QUALITY cc 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS) Each public R-12 school classroom, as listed in Table 120.1 A of the California Energy Code shall be equipped with a carbon dioxide monitor or sensor that meats the following requirements: 1. The monitor or sensor shall be permanently affixed in a tamper -proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor Is Integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 11,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certifiied by the manufacturer to require calibration no more frequently than once every 5 years. Ri°SPON. PARTY SECTION 5.507 ENVIRONMENTAL COMFORT 5.507A ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, Industrial source or fixed -guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB L q -1-hr dudrrg any hour of operation shall have building, addition or alteration exterior wall and roof -de ing assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1 Hr) of 50 dEIA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utllized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior sound levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc-icc-rafings.pdt SECTION 5.508 OUTDOOR AIR QUALITY 5.500.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and -that utilize either refrigerated display cases, or walk -In coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low -global warming potential (low•GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that Include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-Inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.503.2.1.3 Flared tubing connections. Double -flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single -flared tubing connections may be used with a muldring seal ooated with industrial sealant suitable for use with refrigerants and tightened In accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Afachanlral Code and as follows. 5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves, Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene 0-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service curses. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion -resistant material, such as stainless steel: or be coated to prevent corrosion from these substances. 5.508.2.3.1 Gail coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device the indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 prig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge- 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +I- one pound pressure change from 300 prig, measured with the same gauge. RE.SPan. PARTY Y ®,ES naa NOTAPP ICAN F. R€$P$N. PARTY . RESPONSIBLE PARTY (NE ARCHrMCT, ENQMLFF; OWNER, COWMACTM INAPWM UCJ 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1030 microns (+I 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 503 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper Installation of HVAC systems Including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs- 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. when required by the enforcing agency, time owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or aducatlon may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by s national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program In the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compl lance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BBC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular t!Pa of Inspection or task to be performed. In addition the special Inspector shall have a cerUiticatian from a recognized state, national or International association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code- 703 VERIFICATIONS 703.1 DOCUMENTATION, Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special Inspection is necessary to verify, compliance, that method of compliance will be specified in the appropriate saction or Identified applicable checklist. DISCLAINER.7741S DOCUMENTIS PROVIDED AND INTENDED TO BE USED AS A MEANS TO /NDICATEAREAS OF COiitIPLIANCE tMTH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE DUE TO THE VARIABLES WTMEN Bill/. NG DEPARTWNTJUR1SAl TAMS, MS CHECKLISTIS TO BE USED ONAN INED ODUAL IPRO iEC'TBASIS AND MAYBE MODIRED,BY 774E END USER TO MEET THOSE /NAIWDUAL WEEDS THE END USER,ASSUM ESALL RESPONSIrgILITYASS(=TED ICI THE USE OF THIS DOCUMVOT, INCLUDING VEPIF/CA,MN INIM THE FUU CODE. F 0 F M erlD• F� HERALD P. NOE Da ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ED ARCy\ v o�P�FR _A No. C22130 Ren. 09/30/27 �Q 9Al 0 \� O� FCA L 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH 4 H CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 7447 INTERIOR PIZZA �UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: CALIFORNIA GREEN CHECKLIST PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-303 SHEET 5 OF 9 CONTRACTOR SHALL ONLY UTILIZE APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES DEPARTMENT OF BUILDING AND SAFETY - DISABLE ACCESS SECTION COMMERCIAL ACCESSIBILITY - PLAN REVIEW LIST THE STATE OF CALIFORNIA DELEGATES TO THE LOCAL JURISDICTION THE AUTHORITY TO ENSURE COMPLIANCE WITH TITLE 24, PART 2 OF THE CALIFORNIA CODE OF REGULATIONS. THIS CORRECTION LIST INDICATES SPECIFIC AREAS OF TITLE 24, PART 2 WHICH ARE APPLICABLE TO YOUR PROJECT. PLEASE BE AWARE THAT THE OWNERS) OF THIS BUILDING AND HIS/HER CONSULTANTS ARE RESPONSIBLE FOR COMPLIANCE WITH THE MOST CURRENT FEDERAL REGULATIONS CONTAINED IN THE AMERICANS WITH DISABILITIES ACT (ADA) AND FAIR HOUSING ACT FHA . WHERE THE ADA & FHA RE UIREMENTS EXCEED THOSE CONTAINED IN TITLE 24 PART Q 2 IT IS THE OWNERS RESPONSIBILITY AND CONSULTANTS TO ENSURE COMPLIANCE WITH THE MOST CURRENT ADA & FHA REGULATIONS, AS THE COUNTY/CITY IS NOT DELEGATED THE AUTHORITY TO PLAN REVIEW OR INSPECT PROJECTS FOR ADA & FHA COMPLIANCE. A. APPLICATION AND ADMINISTRATION 1. WHEN ALTERATIONS OR ADDITIONS ARE MADE TO EXISTING BUILDINGS OR FACILITIES, AN ACCESSIBLE PATH OF TRAVEL TO THE SPECIFIC AREA OF ALTERATION OR ADDITION SHALL BE PROVIDED UNLESS OTHERWISE EXEMPT. §11B-202.4 2. PRIMARY ACCESSIBLE PATH OF TRAVEL SHALL INCLUDE A PRIMARY ENTRANCE TO THE BUILDING OR FACILITY• TOILET AND BATHING FACILITIES SERVING THE AREA• DRINKING FOUNTAINS SERVING THE AREA; PUBLIC TELEPHONES SERVING THE AREA, AND SIGNS. §11B-202.4 3. WHEN THE ADJUSTED CONSTRUCTION COST IS LESS THAN OR EQUAL TO THE CURRENT VALUATION THRESHOLD $147,863.00, THE COST OF COMPLIANCE WITH THE PRIMARY ACCESSIBLE PATH OF TRAVEL REQUIREMENTS IS LIMITED TO 20 PERCENT OF THE ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS PRESENTLY PLANNED AND THOSE DURING THE PRECEDING THREE-YEAR PERIOD. §11 B-202.4 4. ADJUSTED CONSTRUCTION COST OF ALTERATIONS, STRUCTURAL REPAIRS OR ADDITIONS DOES NOT INCLUDE THE COST OF ALTERATIONS TO PATH OF TRAVEL ELEMENTS. §11B-202.4 5. IN CHOOSING WHICH ACCESSIBLE ELEMENTS TO PROVIDE, PRIORITY SHOULD BE GIVEN TO THOSE ELEMENTS THAT WILL PROVIDE THE GREATEST ACCESS IN THE FOLLOWING ORDER: (1) AN ACCESSIBLE ENTRANCE; (2) AN ACCESSIBLE ROUTE TO THE ALTERED AREA; (3) AT LEAST ONE ACCESSIBLE RESTROOM FOR EACH SEX OR A SINGLE ACCESSIBLE UNISEX RESTROOM; (4) ACCESSIBLE TELEPHONES; (5) ACCESSIBLE DRINKING FOUNTAINS; AND (6) WHEN POSSIBLE, ADDITIONAL ACCESSIBLE ELEMENTS SUCH AS PARKING, SIGNS, STORAGE AND ALARMS. §11 B-202.4 6. ALTERATIONS TO A QUALIFIED HISTORIC BUILDING OR FACILITY SHALL COMPLY WITH CHAPTER 11B UNLESS IT WILL THREATEN OR DESTROY THE HISTORICAL SIGNIFICANCE OR CHARACTER -DEFINING FEATURES OF THE BUILDING OR PROPERTY. IN THOSE CASES, ALTERNATIVE PROVISIONS SHALL BE APPLIED ON AN ITEM BY ITEM OR CASE -BY CASE BASIS WITH SUFFICIENT WRITTEN DOCUMENTATION. §11B-202.5, SHBC 8-602 7. NOTE ON PLAN: PUBLIC ACCOMMODATIONS SHALL MAINTAIN IN OPERABLE WORKING CONDITION THOSE FEATURES OF FACILITIES AND EQUIPMENT THAT ARE REQUIRED TO BE ACCESSIBLE TO AND USEABLE BY PERSONS WITH DISABILITIES. ISOLATED OR TEMPORARY INTERRUPTIONS IN SERVICE OR ACCESSIBILITY DUE TO MAINTENANCE OR REPAIRS SHALL BE PERMITTED. §11B-108 B. BUILDING BLOCKS FLOOR OR GROUND SURFACES 1. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT. §11 B-302.1 2. CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE'/z INCH MAXIMUM. §11B- 302.2, FIGURE 11B-302.2 CHANGES IN LEVEL 3. VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE /4 INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN '/4 INCH AND NOT EXCEEDING % INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. §11B-303, FIGURES 11B-303.2 & 11B-303.3 4. CHANGES IN LEVEL GREATER THAN''/z INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. §11B-303 5. ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO NOT APPLY. 6. CIRCULAR TURNING SPACES SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM AND MAY INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH 11 B-306 KNEE AND TOE CLEARANCE. §11B-304.3.1 7. T-SHAPED TURNING SPACES SHALL BE A T-SHAPED SPACE WITHIN A 60 INCH SQUARE MINIMUM WITH ARMS AND BASE 36 INCHES WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS 12 INCHES MINIMUM IN EACH DIRECTION AND THE BASE SHALL BE CLEAR OF OBSTRUCTIONS 24 INCHES MINIMUM. §11 B-304.3.2, FIGURE 11 B-304.3.2 KNEE AND TOE CLEARANCE 8. FOR LAVATORIES AND BUILT-IN DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, TOE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AND 9 INCHES IN HEIGHT ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF 19 INCHES MINIMUM. §11 B-306.2.1 9. TOE CLEARANCE SHALL EXTEND 19 INCHES MAXIMUM UNDER LAVATORIES FOR TOILET AND BATHING FACILITIES AND 25 INCHES MAXIMUM UNDER OTHER ELEMENTS. §11 B-306.2.2 10. AT LAVATORIES IN TOILET AND BATHING FACILITIES, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH FOR A DEPTH OF 11 INCHES AT 9 INCHES ABOVE THE FINISH FLOOR OR GROUND AND FOR A DEPTH OF 8 INCHES AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND INCREASING TO 29 INCHES HIGH MINIMUM ABOVE THE FINISH FLOOR OR GROUND AT THE FRONT EDGE OF A COUNTER WITH A BUILT-IN LAVATORY OR AT THE FRONT EDGE OF A WALL -MOUNTED LAVATORY FIXTURE. §11 B- 306.3.3, FIGURE 11 B-306.3(C) 11. AT DINING AND WORK SURFACES REQUIRED TO BE ACCESSIBLE, KNEE CLEARANCE SHALL BE PROVIDED THAT IS 30 INCHES IN WIDTH AT 27 INCHES ABOVE THE FINISH FLOOR OR GROUND FOR A DEPTH OF AT LEAST 19 INCHES. §11 B-306.3 PROTRUDING OBJECTS 12. EXCEPT FOR HANDRAILS OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND LESS THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE NO MORE THAN 4 INCHES HORIZONTALLY INTO THE CIRCULATION PATH. HANDRAILS MAY PROTRUDE 4'/z INCHES MAXIMUM. §11B-307.2, FIGURE 11B-307.2 13. FREESTANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS NO MORE THAN 12 INCHES WHEN LOCATED FROM 27 TO 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(A) 14. PROTRUDING OBJECTS SHALL NOT REDUCE THE CLEAR WIDTH REQUIRED FOR ACCESSIBLE ROUTES. §11B-307.5 15. LOWEST EDGE OF A SIGN OR OTHER OBSTRUCTION, WHEN MOUNTED BETWEEN POSTS OR PYLONS SEPARATED WITH A CLEAR DISTANCE GREATER THAN 12 INCHES, SHALL BE LESS THAN 27 INCHES OR MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND. §11B-307.3, FIGURE 11B-307.3(B) 16. VERTICAL CLEARANCE SHALL BE AT LEAST 80 INCHES HIGH ON CIRCULATION PATHS EXCEPT AT DOOR CLOSERS AND DOOR STOPS, WHICH MAY BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. §11 B-307.4 17. GUARDRAILS OR OTHER BARRIERS WITH A LEADING EDGE LOCATED 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SHALL BE PROVIDED WHERE THE VERTICAL CLEARANCE ON CIRCULATION PATHS IS LESS THAN 80 INCHES HIGH. §11B-307.4, FIGURE 11 B-307.4 18. WHERE A GUY SUPPORT IS USED WITHIN EITHER THE WIDTH OF A CIRCULATION PATH OR 24 INCHES MAXIMUM OUTSIDE OF A CIRCULATION PATH, A VERTICAL GUY BRACE, SIDEWALK GUY OR SIMILAR DEVICE SHALL BE USED TO PREVENT A HAZARD OR AN OVERHEAD OBSTRUCTION. §11 B-307.4.1 FIGURE 116-307.4.1 REACH RANGES TECHNICAL REQUIREMENTS FOR ACCESSIBLE ROUTES HANDRAILS (CONT.) PLUMBING FIXTURES AND FACILITIES 19. ELECTRICAL CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A 22 ACCESSIBLE ROUTES SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS: 4. HANDRAIL GRIPPING SURFACES SHALL BE CONTINUOUS ALONG THEIR LENGTH AND SHALL . TWENTY PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE CONT. ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR WALKING SURFACES WITH A RUNNING SLOPE NOT STEEPER THAN 1:20 (5 /°), DOORWAYS, NOT BE OBSTRUCTED ALONG THEIR TOPS OR SIDES. THE BOTTOMS OF HANDRAIL GRIPPING REHABILITATION FACILITIES SPECIALIZING IN TREATING CONDITIONS THAT AFFECT MOBILITY COOLING, HEATING AND VENTILATING EQUIPMENT SHALL BE LOCATED WITHIN ALLOWABLE RAMPS, CURB RAMPS EXCLUDING THE FLARED SIDES, ELEVATORS, AND PLATFORM LIFTS. SURFACES SHALL NOT BE OBSTRUCTED FOR MORE THAN 20 PERCENT OF THEIR LENGTH. AND OUTPATIENT PHYSICAL THERAPY FACILITIES SHALL COMPLY WITH SECTION 11B-502 D INKING FOUNTAINS REACH RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX §11B-402.2 WHERE PROVIDED, HORIZONTAL PROJECTIONS SHALL OCCUR 1'/2 INCHES MINIMUM BELOW PARKING SPACES. §11B-208.2.2 AND HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11B-308.1.1 THE BOTTOM OF THE HANDRAIL -GRIPPING SURFACE. §11 B-505.6 3. DRINK G FOUNTAINS SHALL COMPLY WITH SECTIONS 11 B- 307 PROTRUDING OB CTS AND 23. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20 (5%). THE 6. ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES 11B-602 NERAL REQUIREMENTS. §11B-602.1 20. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 (2.083%). 65. NDRAIL GRIPPING SURFACES WITH A CIRCULAR CROSS SECTION SHALL HAVE AN SERVING A PARTICULAR BUILDING OR FACILITY SHALL BE LOCATED ON THE SHORTEST COMMUNICATION SYSTEM RECEPTACLES SHALL BE LOCATED WITHIN ALLOWABLE REACH §11 B-403.3 TSIDE DIAMETER OF 1'/ INCHES MINIMUM AND 2 INCHES MAXIMUM. §11B-505.7.1 ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE ENTRANCE 4. UNITS SHALL AVE A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH ECTION 11 B-305 (AS NEAR AS PRACTICAL TO AN ACCESSIBLE ENTRANCE). §11 B-208.3.1 CLEAR FLOOR GROUND SPACE POSITIONED FOR A FORWARD APPRO CH AND CENTERED RANGES. LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND 24. EXCEPT AT TURNS OR PASSING SPACES THE CLEAR WIDTH OF WALKING SURFACES SHALL ON THE UNIT. KN AND TOE CLEARANCE COMPLY � WITH SECTION B-306 KNEE AND TOE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. §11 B-308.1.2. BE 36 INCHES MINIMUM. §116-403.5.1 66. HA DRAIL GRIPPING SURFACES WITH ANON -CIRCULAR CROSS SECTION SHALL HAVE A 7, IN BUILDINGS WITH MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, CLEARANCE SHALL E PROVIDED. §11 B-602.2 PER METER DIMENSION OF 4 INCHES MINIMUM AND 6% INCHES MAXIMUM, AND A ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL 21. HIGH FORWARD REACH THAT IS UNOBSTRUCTED SHALL BE 48 INCHES MAXIMUM AND THE 25. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD CRO S-SECTION DIMENSION OF 2'/< INCHES MAXIMUM. §11 B-505.7.2 BE DISPERSED AND LOCATED CLOSEST TO THE ACCESSIBLE ENTRANCES. §11 B-208.3.1 5. WHERE DRINKING FOU AINS ARE USED BY '4 EL APPROACH COMPLYING LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR OF 10 OR MORE SHALL BE 44 INCHES MINIMUM. §11B-403.5.1 EXCEPTION 2 WITH SECTION 116-305 CL AR FLOOR OR r . HALL BE PERMITTED AT GROUND. §11 B- 308.2.1, FIGURE 11B-308.2.1 67. HAND IL GRIPPING SURFACES SHALL EXTEND BEYOND AND IN THE SAME DIRECTION 0 8. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING OR FACILITY, UNITS WHERE THE SPOUT I 0 INCHES ' FINISH FLOOR OR GROUND 26. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES MINIMUM. §11B-403.5.1 STAIR LIGHTS AND RAMP RUNS IN ACCORDANCE WITH SECTION 11B-505.10 HANDRAIL ACCESSIBLE PARKING SPACES COMPLYING WITH SECTION 11B-502 PARKING SPACES SHALL AND IS 3'/2" MAXIMUM FROM T FROI` .1 , INCLUDING BUMPERS. §11B-602.2 22. HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 EXCEPTION 3 EXTEN ONS. §11 B-505.10 BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL TO AN ACCESSIBLE EXCEPTION INCHES OR LESS AND 44 INCHES MAXIMUM WHERE THE REACH DEPTH EXCEEDS 20 INCHES. PEDESTRIAN ENTRANCE OF THE PARKING FACILITY. §11 B-208.3.1 HIGH FORWARD REACH SHALL NOT EXCEED 25 INCHES IN DEPTH. 27. THE CLEAR WIDTH FOR AISLES SHALL BE 36 INCHES MINIMUM IF SERVING ELEMENTS ON 68, IN ALTER TIONS, WHERE THE EXTENSION OF THE HANDRAIL IN THE DIRECTION OF ST IR 9. DIMENSION MINIMUM 18 FOOT LONG CAR AND VAN ACCESSIBLE PARKING SPACES AND () 6. SPOUT OUTLETS SHALL BE 36 V I E THE FINISH FLOOR OR GROUND. §116 602.4 §116-308.2.2, FIGURE 11B-308.2.2 ONLY ONE SIDE, AND 44 INCHES MINIMUM IF SERVING ELEMENTS ON BOTH SIDES. FLIGHT 0 RAMP RUN WOULD CREATE A HAZARD, THE EXTENSION OF THE HANDRAIL AY ACCESS AISLE(S). §11B-502.2, FIGURES 11B-502.2 AND 116-502.3 §11B-403.5.1 EXCEPTION 4 BE TURNE 90 DEGREES FROM THE DIRECTION OF STAIR FLIGHT OR RAMP RUN, §11-505.10 7. THE SPOUT SHALL BE LC' II MUM FROM THE VERTICAL SUPPORT AND 5 23. HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 EXCEPTIO 3 10. DIMENSION MINIMUM 9 FOOT WIDTH AT ACCESSIBLE CAR PARKING SPACE. §11 B-502.2, FIG. INCHES MAXIMUM FRr - THE UNIT, INCLUDING BUMPERS. §116- 602.5 INCHES MINIMUM ABOVE THE FINISH FLOOR WHERE THE SIDE REACH IS UNOBSTRUCTED 28. THE CLEAR WIDTH FOR ACCESSIBLE ROUTES TO ACCESSIBLE TOILET COMPARTMENTS 11 B-502.2 & FIG. 11 B-502.3 OR THE DEPTH OF ANY OBSTRUCTION DOES NOT EXCEED 10 INCHES. §11 B-308.3.1, SHALL BE 44 INCHES EXCEPT FOR DOOR OPENINGS WIDTHS AND DOOR SWINGS. 69. RAMP HAND AILS SHALL EXTEND HORIZONTALLY ABOVE THE LANDING FOR 12 IN ES 8. THE SPOUT SHAL' JF ATER 4 CHES HIGH MINIMUM AND SHALL BE FIGURE 11 B-308.3.1 §11 B-403.5.1 EXCEPTION 5 MINIMUM BE NO THE TOP AND BOTTOM OF RAMP RUNS. EXTENSIONS SHALL RE URN TO A 11. DIMENSION MINIMUM 12 FOOT WIDE ACCESSIBLE VAN PARKING SPACE WITH MINIMUM 5 FOOT LOCATED 5 INC' A E FRONT O HE UNIT. THE ANGLE OF THE WATER O DOORS, DOORWAYS, AND GATES WALL, GUARD, OR THE LANDING SURFACE, OR SHALL BE CONTINUOUS TO THE H NDRAIL OF WIDE ACCESS AISLE. VAN PARKING SPACES SHALL BE PERMITTED TO BE MINIMUM 9 FEET STREAM SHP .0 ONTALLY RELA VE TO THE FRONT FACE OF THE UNIT. 24. HIGH SIDE REACH SHALL BE 46 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND 2g, DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED IN AN ADJACENT MP RUN. §116-505.10.1 WIDE WHERE ACCESS AISLE IS 8 FOOT WIDE MINIMUM. §116 502.2, FIGURES 116 502.2 AND WHERE SF SS THAN 3 INCHES F M THE FRONT OF THE UNIT, THE WHERE THE HIGH SIDE REACH IS OVER AN OBSTRUCTION MORE THAN 10 INCHES BUT NOT ACCORDANCE WITH 11 B-206.5 DOORS, DOORWAYS, AND GATES. §11 B-206.5 11 B-502.3 ANGLE C _A SHALL BE 30 DEGREES M IMUM. WHERE SPOUTS ARE MORE THAN 24 INCHES IN DEPTH. §11B-308.3.2, FIGURE 11 B-308.3.2 70, AT THE TOP OF STAIR FLIGHT, HANDRAILS SHALL EXTEND HORIZONTALLY AB VE THE LOCATED b. HE AND 5 INCHES MAXIMUM FRO THE FRONT OF THE UNIT, THE 30. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL LANDING FOR 12 CHES MINIMUM BEGINNING DIRECTLY ABOVE THE FIRST RI ER NOSING. 12. CAR AND VAN STALL ACCESS AISLE SHALL BE 5 FOOT WIDE MINIMUM AND SHALL ADJOIN AN ANGLE OF THE 3T AM SHALL BE 15 DEGREES MAXI M. §11B-602.6 25. OBST NS FOR HIGH SIDE REACH SHALL NOT EXCEED 34 INCHES IN HEIGHT AND 24 COMPLY WITH 11 B-404 DOORS, DOORWAYS, AND GATES. §11B-404.1 EXTENSIONS SHA L RETURN TO A WALL, GUARD, OR THE LANDING SURFACE, R SHALL BE ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON 9• SPOUT OUTLETS t,. .RI ING FOUNTAINS FOR STANDING PERS NS SHALL BE 38 INCHES S IN D INCHES IN DEPTH. §11B- 308.3.2, FIGURE 116-308.3.2 CONTINUOUS TO E HANDRAIL OF AN ADJACENT STAIR FLIGHT. §11 B-505.10 ACCESS AISLE. §11 B-502.3, FIGURES 116- 502.2 AND 116-502.3 MINIMUM AND 43 INCH MAXIMUM ABOVE THE FINISH FLOOR OR ROUND. §11 B- 602.7 31. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN 71. AT THE BOTTOM OF STAIR FLIGHT, HANDRAILS SHALL EXTEND AT THE SL PE OF THE 13. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR 10. WALL- AND POST- UNTED CANTILEVERED DRINKING FOUNTAINS SH L BE 18 INCHES 26.OBSTRUCTED HIGH SIDE REACH FOR THE TOP OF WASHING MACHINES AND CLOTHES ACCESSIBLE ROUTE. §11 B-402.2.1 PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED MINIMUM AND 1 NCHES MAXIMUM IN DEPTH. §11B-602.8 DRYERS SHALL BE PERMITTED TO BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §116- STAIR FLIGHT FORA ORIZONTAL DISTANCE EQUAL TO ONE TREAD DEPT BEYOND THE LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE 308.3.2 32. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COMPLY LAST RISER NOSING. HE HORIZONTAL EXTENSION OF A HANDRAIL SHALL E 12 INCHES LONG MINIMUM AND A EIGHT EQUAL TO THAT OF THE SLOPING PORTIO OF THE HANDRAIL AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE 11. ALL DRINKI FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN LCOVES, WITH 11B-404.2.3 CLEAR WIDTH AND 11B-404.2.4 MANEUVERING CLEARANCES. §11B 404.2.2 AS MEASURED ABOVE HE STARING NOSING. EXTENSION SHALL RETUR TO A WALL, PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 POSITION COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITION SO AS NOT 27.OBSTRUCTED HIGH SIDE REACH FOR THE OPERABLE PARTS OF FUEL DISPENSERS SHALL GUARD, OR THE LAND! G SURFACE, OR SHALL BE CONTINUOUS TO THE ANDRAIL OF AN INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. TO ENC OACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WITHIN SUCH A RINKING BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE 33. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR ADJACENT STAIR FLIGH §116-505.10.3 ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. FOUN AIN IS LOCATED SHALL BE 32 INCHES WIDE MINIMUM AND 18 INCHES DEEP IMUM, VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL BE MEASURED BETWEEN THE . STAIRS §11B-502.3.3, FIGURE 116-502.3.3 AN SHALL COMPLY WITH SECTION 11B-305.7 MANEUVERING CLEARANCE. WHEN US WING §11B-308.3.2 FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE LLS OR BARRIERS SHALL PROTECT HORIZONTALLY AT LEAST AS FAR AS THE DRIN G THAN 24 INCHES DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE 72. A STAIR IS DEFINED AS A RANGE IN ELEVATION, CONSISTING OF ON OR MORE RISERS. 14. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE OUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFA . OPERABLE PARTS SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 §11 B-202 PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN §11 B-602.9 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE 28. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL 73. ALL STEPS ON A FLIGHT OF TAIRS SHALL HAVE UNIFORM RISER H IGHTS AND UNIFORM OF THE PARKING SPACES. §11B-502.3.4 TOILET AND BATHING ROOM CLEARANCES GRASPING, PINCHING, OR TWISTING OF THE WRIST. FORCE REQUIRED TO ACTIVATE NOT EXCEED 4 INCHES. §11B-404.2.3 TREAD DEPTHS. RISERS SHA L BE 4 INCHES HIGH MINIMUM AND 7 CHES HIGH MAXIMUM. 12. WHERE TOILET FACILITIES AND BATHING FACILITIES ARE PROVIDED THEY SHALL COMPLY OPERABLE PARTS SHALL BE 5 POUNDS MAXIMUM. §11B-309.4 TREADS SHALL BE 11 INCHES EEP MINIMUM. CURVED STAIRWAY WITH WINDER THREADS 15. CLEARLY SHOW MINIMUM VERTICAL CLEARANCE OF 8 FEET 2 INCHES AT ACCESSIBLE WITH 11 B-213 TOILET FACILITIES AND BATHING FACILITIES. WHERE TOILET FACILITIES AND 34. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH ARE PERMITTED AT STAIRS W ICH ARE NOT PART OF A REQUIRE MEANS OF EGRESS. (SEE PARKING SPACES AND ALONG AT LEAST ONE VEHICLE ACCESS ROUTE TO SUCH SPACES BATHING FACILITIES ARE PROVIDED IN FACILITIES PERMITTED BY 116-206.2.3 MULTI -STORY 11 B-404.2.4 MANEUVERING CLEARANCES. MANEUVERING CLEARANCES SHALL EXTEND THE EXCEPTION) §11 B-504.2 FROM SITE ENTRANCES AND EXITS. §11 B-502.5 BUILDINGS AND FACILITIES EXCEPTIONS 1 AND 2 NOT TO CONNECT STORIES BY AN Ci. ACCESSIBLE ROUTES FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE ACCESSIBLE ROUTE, TOILET FACILITIES AND BATHING FACILITIES SHALL BE PROVIDED ON A CLEARANCE. §11B-404.2.4 74. OPEN RISERS ARE NOT PERMIT D. §11B-504.3 (SEE EXCEPTIO S) 16. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF STORY CONNECTED BY AN ACCESSIBLE ROUTE TO AN ACCESSIBLE ENTRANCE. §11B-213.1 GENERAL ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF 1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM 35. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH 75. INTERIOR STAIRS SHALL HAVE TH UPPER APPROACH AND L WER TREAD MARKED BY A ACCESSIBILITY. §11 B-502.6, FIGURE 11 B-703.7.2.1 13. WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE EXCLUSIVE USE OF ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC TABLE 11 B-404.2.4.1. §116-404.2.4.1 STRIPE PROVIDING CLEAR VISUAL ONTRAST. EXTERIOR ST IRS SHALL HAVE THE UPPER 17. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN SEPARATE USER GROUPS, THE TOILET FACILITIES SERVING EACH USER GROUP SHALL STREETS AND SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE APPROACH AND ALL TREADS MAR D BY A STRIPE PROVIDI G CLEAR VISUAL ADDITIONAL SIGN WITH THE DESIGNATION "VAN ACCESSIBLE." SIGNS SHALL BE 60 INCHES COMPLY WITH 11B-213 TOILET FACILITIES AND BATHING FACILITIES. §11 B- 213.1.1 BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS 36. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR CONTRAST.THE STRIPE SHALL BE A INIMUM OF 2 INCHES IDE TO A MAXIMUM OF 4 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. §11B-206.2.1 (SEE EXCEPTIONS). FOLDING DOORS SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B- WIDE PLACED PARALLEL TO, AND N T MORE THAN 1 INCH ROM, THE NOSE OF THE STEP THE SIGN. §11B- 502.6 14. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 116-603 404.2.4.2. §11 B-404.2.4.2 OR UPPER APPROACH. THE STRIPE S ALL EXTEND THE F L WIDTH OF THE STEP OR TOILET AND BATHING ROOMS. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING 2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, UPPER APPROACH AND SHALL BE OF ATERIAL THAT IS LEAST AS SLIP RESISTANT AS 18. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 ROOM SHALL COMPLY WITH 11B-603 TOILET AND BATHING ROOMS. §11B-213.2 (SEE ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON 37, MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY THE OTHER TREADS OF THE STAIR. A AINTED STRIPE S ALL BE ACCEPTABLE. GROOVES SQUARE INCHES. §11B- 502.6.1 EXCEPTION) THE SAME SITE. §11B-206.2.2 (SEE EXCEPTION). OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AN INTERIOR DOORWAY, OR WITHIN SHALL NOT BE USED TO SATISFY THIS 'nUIREMENT. § 16-504.4.1 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 19. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF 3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT EACH STORY AND MEZZANINE IN INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. §11B- 404.2.4.3 76. THE RADIUS OF CURVATURE AT THE 0 THE TREAD SHALL BE'/:INCH ACCESSIBILITY SHALL STATE "MINIMUM FINE $250." §11B-502.6.2 15. UNISEX TOILET ROOMS SHALL CONTAIN NOT MORE THAN ONE LAVATORY AND NOT MORE THAN TWO WATER CLOSETS WITHOUT URINALS OR ONE WATER CLOSET AND ONE URINAL. MULTI -STORY BUILDINGS AND FACILITIES. MAXIMUM. NOSINGS THAT PROJECT 3 HALL HAVE THE UNDERSIDE OF THE UNISEX BATHING ROOMS SHALL CONTAIN ONE SHOWER OR ONE SHOWER AND ONE §11 B-206.2.3 (SEE EXCEPTIONS) LEADING EDGE CURVED OR BEVELF _L E PERMITTED TO SLOPE UNDER THE 20. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. BATHTUB, ONE LAVATORY, AND ONE WATER CLOSET. DOORS TO UNISEX TOILET ROOMS 38. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE'% INCH HIGH MAXIMUM. RAISED TREAD AT AN ANGLE OF 30 DEGREI .0 VERTICAL. THE PERMITTED SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING AND UNISEX BATHING ROOMS SHALL HAVE PRIVACY LATCHES. §11B-213.2.1 THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH 11 B-302 FLOOR PROJECTION OF THE NOSING SHAI J ES MAXIMUM OVER THE TREAD SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE 16. DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR 4. IN NEW CONSTRUCTION OF BUILDINGS WHERE ELEVATORS ARE REQUIRED BY 11 B-206.2.3 OR GROUND SURFACES AND 116-303 CHANGES IN LEVEL. §11 B- 404.2.5. BELOW. §11B-504.5 (SEE EXCEPTI( G UILDINGS) PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR ANY FIXTURE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT MULTI -STORY BUILDINGS AND FACILITIES, AND WHICH EXCEED 10,000 SQUARE FEET ON END OF THE PARKING SPACE. §11B-502.6. A DOOR IN ANY POSITION MAY ENCROACH INTO THE TURNING SPACE BY 12 INCHES ANY FLOOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS VIA RAMP, ELEVATOR OR LIFT 39. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES 77, STAIRS SHALL HAVE HANDRAIL (4 T SECTION 11 B 505 HANDRAILS. §11B 504.E MAXIMUM. §11 B-603.2.3 SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH STAIR AND EACH ESCALATOR. SHALL COMPLY WITH 11 B-309.4 OPERATION. OPERABLE PARTS OF SUCH HARDWARE SHALL 21. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING §11B-206.2.3.2 BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WITH EITHER OF THE FOLLOWING SCHEMES: §11B-502.6.4 WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL 78. STAIR TREADS AND LANDINGS - CONDITIONS SHALL BE DESIGNED TO 17. AT SINGLE USER TOILET OR BATHING ROOMS, DOORS SHALL BE PERMITTED TO SWING INTO BE EXPOSED AND USABLE FROM BOTH SIDES. §11 B-404.2.7 PREVENT THE ACCUMULATIO!` ,B 04.7 a. THE PARKING SPACE SHALL BE MARKED WITH AN INTERNATIONAL SYMBOL OF THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE ONLY IF A 30 INCH 5. IN EXISTING BUILDINGS THAT EXCEED 10,000 SQUARE FEET ON ANY FLOOR AND IN ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL BY 48-INCH MINIMUM CLEAR FLOOR SPACE IS PROVIDED WITHIN THE ROOM BEYOND THE WHICH ELEVATORS ARE REQUIRED BY 11 B-206.2.3 MULTI -STORY BUILDINGS AND OF ACCESSIBILITY IN WHITE ON A BLUE BACKGROUND A MINIMUM 36 INCHES WIDE ARC OF THE DOOR SWING. §11 B-603.2.3 (SEE EXCEPTION) FACILITIES, WHENEVER A NEWLY CONSTRUCTED MEANS OF VERTICAL ACCESS IS 40. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE OTHER THAN FIRE DOORS 79. FLOOR IDENTIFICATION SIGH HA TER 10, SECTION 1022.9 COMPLYING WITH PROVIDED VIA STAIRS OR AN ESCALATOR, AN ACCESSIBLE MEANS OF VERTICAL ACCESS SHALL BE AS FOLLOWS: §11 B-404.2.9 SECTIONS 11 B-703.1 SIGNS' 0 .2 R ISED CHARACTERS, 11B-703.3 BRAILLE BY 36 INCHES HIGH. THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF VIA RAMP, ELEVATOR OR LIFT SHALL BE PROVIDED WITHIN 200 FEET OF TRAVEL OF EACH AND 11B-703.5 VISUAL CHAF . E LO TED AT THE LANDING OF EACH FLOOR ACCESSIBILITY SHALL BE A MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE 18. MIRRORS LOCATED ABOVE THE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED NEW STAIR OR ESCALATOR. §116-206.2.3.2 a. INTERIOR HINGED DOORSAND GATES: 5 POUNDS MAXIMUM. LEVEL, PLACED ADJACENT ) THE L TCH SIDE, IN ALL ENCLOSED PARKING SPACE, ITS SIDES PARALLEL TO THE LENGTH OF THE PARKING SPACE WITHIN THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE STAIRWAYS IN BUILDINGS S ORIES I HEIGHT TO IDENTIFY THE FLOOR O AND ITS LOWER CORNER AT, OR LOWER SIDE ALIGNED WITH, THE END OF THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE THE LAVATORIES OR b. SLIDING OR FOLDING DOORS: 5 POUNDS MAXIMUM. LEVEL. AT THE EXIT DISCh H SIGN SH LL INCLUDE A RAISED FIVE POINTED PARKING SPACE LENGTH. §116-502.6.4.1 COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING 6. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDING OR FACILITY c. REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE STAR LOCATED TO THE L IFYING FL OR LEVEL. THE OUTSIDE DIAMETER SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11 B-603.3 ENTRANCES WITH ALL ACCESSIBLE SPACES AND ELEMENTS WITHIN THE BUILDING OR APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. OF THE STAR SHALL BE' i HEIGHT OF HE RAISED CHARACTERS. §11 B-504.8 b. THE PARKING SPACE SHALL BE OUTLINED OR PAINTED BLUE AND SHALL BE 19. COAT HOOKS SHALL BE LOCATED WITHIN ONE OF THE REACH RANGES SPECIFIED IN FACILITY, INCLUDING MEZZANINES, WHICH ARE OTHERWISE CONNECTED BY A d. EXTERIOR HINGED DOORS: 5 POUNDS MAXIMUM. MARKED WITH AN INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11 B-308. SHELVES SHALL BE LOCATED 40 INCHES MINIMUM AND 48 INCHES CIRCULATION PATH. 11B-206.2.4 SEE EXCEPTIONS 1 THROUGH 7 § ( ) SECTION 11B-703.7.2.1 INTERNATIONAL SYMBOL OF ACCESSIBILITY A MINIMUM 36 MAXIMUM ABOVE THE FINISH FLOOR. MEDICINE CABINETS SHALL BE LOCATED WITH A CURB RAMPS, BLti._ _ NSITION AND ISLANDS INCHES WIDE BY 36 INCHES HIGH IN WHITE OR A SUITABLE CONTRASTING COLOR. USABLE SHELF NO HIGHER THAN 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR. §11B-603.4 7. ACCESSIBLE ROUTES SHALL COINCIDE WITH OR BE LOCATED IN THE SAME AREA AS 41. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR 80. PERPENDICULAR RAMP RUNS SHALL H VE A RUNNING S OPE NOT STEEPER THAN 1:12 THE CENTERLINE OF THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE A GENERAL CIRCULATION PATHS. WHERE CIRCULATION PATHS ARE INTERIOR, REQUIRED GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL (8.33% . 11 B-406.2.1 ) § MAXIMUM OF 6 INCHES FROM THE CENTERLINE OF THE PARKING SPACE, ITS SIDES 20. WHERE TOWEL OR SANITARY NAPKIN DISPENSERS WASTE RECEPTACLES OR OTHER ACCESSIBLE ROUTES SHALL ALSO BE INTERIOR; AN ACCESSIBLE ROUTE SHALL NOT PASS E VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS PARALLEL TO THE LENGTH OF THE PARKING SPACE AND ITS LOWER CORNER AT, ACCESSORIES ARE PROVIDED IN TOILET FACILITIES, AT LEAST ONE OF EACH TYPE SHALL BE THROUGH KITCHENS, STORAGE ROOMS, RESTROOMS, CLOSETS OR OTHER SPACES USED THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED 81. FOR PERPENDICULAR RAMPS, WHE E PROVIDED, CURB R MP FLARES SHALL NOT BE OR LOWER SIDE ALIGNED WITH, THE END OF THE PARKING SPACE. §11 B-502.6.4.2 LOCATED ON AN ACCESSIBLE ROUTE. ALL OPERABLE PARTS, INCLUDING COIN SLOTS, SHALL FOR SIMILAR PURPOSES, EXCEPT AS PERMITTED BY CHAPTER 10. §11B-206.3 KICK PLATES SHALL BE CAPPED. §11 B-404.2.10 STEEPER THAN 1:10, §11B-406.2, FIG RE 11B-406.2.2 BE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR. BABY CHANGING STATIONS ARE NOT 22. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH REQUIRED TO COMPLY WITH SECTION 11B-603.5 (SEE EXCEPTION) §11B-603.5 EMPLOYEE WORKSTATION ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON -SITE RAMPS 82. THE RUNNING SLOPE OF THE CUR RAMP SEGMENTS SHALL E IN -LINE WITH THE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE. §11B-502.8.1 8. EMPLOYEE WORKSTATIONS SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DIRECTION OF SIDEWALK TRAVE RAMP RUNS SHALL HAVE A UNNING SLOPE NOT 21. BATHTUBS SHALL COMPLY WITH SECTION 116-607 INCLUDING THE REQUIREMENTS FOR DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEES SHALL ONLY BE REQUIRED TO 42. PROVIDE RAMP DETAILS, INCLUDING SLOPE, LANDINGS, AND HANDRAILS. STEEPER THAN 1:12 (8.33%). §11 406.3.1, FIGURE 1113 406.3.2 a. THE ADDITIONAL SIGN SHALL NOT BE LESS THAN 17 INCHES WIDE BY 22 INCHES CLEARANCES, GRAB BARS, SEATS, CONTROLS, SHOWER SPRAY UNIT AND WATER AND COMPLOY WITH SECTIONS 11B-207.1, 11B-302, 11B-303, AND 11B-404.2.3. COMMON USE BATHTUB ENCLOSURES. CIRCULATION PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION HIGH. 11B- 502.8.1 § 11 B-206.2.8. §11 B-203.9 43. R P RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12 (8.33%). §11 B-405.2 83. A TURNING SPACE 48 INCHES INIMUM BY 48 INCHES MINIMUM HALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. HE SLOPE OF THE TURNING SPA IN ALL DIRECTIONS b. THE ADDITIONAL SIGN SHALL CLEARLY STATE IN LETTERS WITH A MINIMUM HEIGHT 22. SHOWER COMPARTMENTS SHALL COMPLY WITH SECTION 11B-608 INCLUDING THE DETECTABLE WARNINGS AND DETECTABLE 44. CRO SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48 (2.083%). §11 B-405.3 SHALL BE 1:48 MAXIMUM (2.08 %). §11 B-406.3.2 OF 1 INCH THE FOLLOWING: §11B-502.8.2 "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS REQUIREMENTS FOR CLEARANCES, GRAB BARS, SEATS, CONTROLS, SHOWER SPRAY UNIT AND WATER, THRESHOLDS, SHOWER ENCLOSURES, SHOWER FLOOR OR GROUND SURFACE DIRECTIONAL TEXTURE OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE AND SOAP DISH. 9. CURB RAMPS SHALL HAVE DETECTABLE WARNINGS THAT EXTEND 36 INCHES IN THE 45. FLOOR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH 11 B-302 FLOOR 84. BLENDED TRANSITION RAM SHALL HAVE A RUNNING SLOPE NOT TEEPER THAN 1:20 (5%). TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED DIRECTION OF TRAVEL FOR THE FULL WIDTH OF THE RAMP RUN EXCLUDING ANY FLARED GROUND URFACES. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CR SS §11B-406.4.1 AT: FILL IN WITH APPROPRIATE INFORMATION OR BY TELEPHONING: FILL IN PH#." WATER CLOSETS AND TOILET COMPARTMENTS SIDES. §11B-247.1.2.2, §116-705.1.2.2 SLOPE AR NOT PERMITTED ON RAMP RUNS. §11B-405.4 BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS A 85. CURB RAMPS AND THE FL RED SIDES OF CURB RAMPS SHALL BE LO ATED SO THAT THEY PERMANENT PART OF THE SIGN. (TOWING COMPANY'S NAME AND TELEPHONE 23. WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER THAN 10. ON PERPENDICULAR CURB RAMPS, DETECTABLE WARNINGS SHALL BE LOCATED SO THE 46. THE CLEAR TH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. §11 B-405.5 DO NOT PROJECT INTO V HICULAR TRAFFIC LANES, PARKING SPACES OR PARKING NOS.. MUST BE PROVIDED ON SIGN) ONE TOILET COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.1. IN ADDITION TO THE COMPARTMENTS REQUIRED TO COMPLY WITH 11 B-604.8.1, WHERE SIX OR MORE TOILET EDGE NEAREST THE CURB IS 6 TO 8 INCHES FROM THE LINE AT THE FACE OF THE CURB ACCESS AISLES. CURB MPS AT MARKED CROSSINGS SHALL BE WH LY CONTAINED COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER MARKING THE TRANSITION BETWEEN THE CURB AND THE GUTTER, STREET OR HIGHWAY. WITHIN THE MARKINGS, XCLUDING ANY FLARED SIDES. §116- 406.5.1 23. SIGNS INTENDED FOR USE BY PEDESTRIANS WITHIN PARKING FACILITIES, INCLUDING TOTA S SI NTS CLOSETS TOTALS SIX OR MORE FIXTURES, TOILET COMPARTMENTS COMPLYING WITH §11B-247.1.2.2, §11B-705.1.2.2 47. THE RISE FORA Y RAMP RUN SHALL BE 30 INCHES MAXIMUM. §1113 405.E DIRECTIONAL OR INFORMATIONAL SIGNS INDICATING PARKING SECTIONS OR LEVELS, SHALL SECTION SHALL BE PROVIDED IN THE SAME QUANTI THE TOILET 86. THE CLEAR WIDTH OF URB RAMP RUNS (EXCLUDING ANY FLARED SIDE ,BLENDED COMPLY WITH THE REQUIREMENTS OF SECTION 116-216. §11B-216.5.2 COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-604.8.1 §11B-213.3.1 11. ON PARALLEL CURB RAMPS, DETECTABLE WARNINGS SHALL BE PLACED ON THE TURNING 48. RAMPS SHALL HAV ANDINGS AT THE TOP AND THE BOTTOM OF EACH RA P RUN. TRANSITIONS, AND T NING SPACES SHALL BE 48 INCHES MINIMUM. §11 B 406.5.2 SPACE AT THE FLUSH TRANSITION BETWEEN THE STREET AND SIDEWALK. DETECTABLE §11B-405.7 RELATIONSHIP TO ACCESSIBLE ROUTES WARNINGS SHALL EXTEND THE FULL WIDTH OF THE TRUNING SPACE AT THE FLUSH 87. LANDINGS SHALL B PROVIDED AT THE TOPS OF CURB RAMPS AND BLEND D TRANSITIONS 24. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM 24. WHERE WATER CLOSETS ARE PROVIDED, AT LEAST 5 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 116-604. §11 B-213.3.2 TRANSITION BETWEEN THE STREET AND THE SIDEWALK LESS THAN 2 INCHES MAXIMUM ON EACH SIDE §11B-247.1.2.2, §11B-705.1.2.2, FIGURE 11B-406.3.2 49. LANDINGS SHALL COMP Y WITH 11 B-302 FLOOR OR GROUND SURFAC . CHANGES IN (PARALLEL CURB R MPS SHALL NOT BE REQUIRED TO COMPLY). THE LANDI G CLEAR ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND LEVEL ARE NOT PERMITT D. §11B- 405.7.1 LENGTH SHALL BE 8 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL B AT LEAST AS THE PARKING SPACE IN WHICH THEY PARKED. §11 B-502.7.1 WIDE AS THE CUR RAMP, EXCLUDING ANY FLARED SIDES, OR THE BLENDED TRANSITION 25. THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND 12. ISLANDS THROUGH MEDIANS INCHES LONGER IN LENGTH IN THE DIRECTION LEADING TO THE ANDING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS S ALL BE 1:48 25. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 17 INCHES MINIMUM TO 18 STRIAN D LE OF PEDESTRIAN TRAVEL SHALL HAVE DETECTABLE WARNINGS THAT ARE 36 INCHES 50. THE LANDING CLEAR WIDTH HALL BEAT LEAST AS WIDE AS THE IDEST RAMP RUN ° (2.083/0) MAXIMU §11B 406.5.3 OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. §11 B- INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET MINIMUM IN DEPTH EXTENDING THE FULL WIDTH OF THE PEDESTRIAN PATH OR LEADING TO THE LANDING. §1 B-405.7.2 . 502 7 2 SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR CUT -THROUGH LESS THAN 2 INCHES MAXIMUM ON EACH SIDE, PLACED AT THE EDGES OF PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN SECTION THE PEDESTRIAN ISLAND OR CUT -THROUGH MEDIAN, AND SEPARATED BY 24 INCHES 88. GRADE BREAK AT THE TOP AND BOTTOM OF CURB RAMP RUNS SHALL BE PER NDICULAR 11 B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. WATER CLOSETS SHALL BE MINIMUM OF WALKING SURFACE WITHOUT DETECTABLE WARNINGS. §11 B- 247.1.2.3, 51 11 B-705.1.2.3 52 13. WALKS THAT CROSS OR ADJOIN A ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET DRIVEWAY OR PARKING FACILITY SHALL BE SEPARATED BY DETECTABLE WARNINGS, CURBS, RAILINGS OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS 53 AND VEHICULAR AREAS. §202, §11B-247.1.2.5, §11B- 705.1.2.5 14. DETECTABLE WARNINGS PROVIDED TO SEPARATE WALKS THAT CROSS OR ADJOIN A 54 ROUTE PROVIDED FOR VEHICULAR TRAFFIC, SUCH AS IN A STREET, DRIVEWAY, OR PARKING FACILITY, SHALL BE 36 INCHES IN WIDTH AND CONTINUOUS AT THE BOUNDARY BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS. §202, §11B-247.1.2.5, §11B-705.1.2.5 55 15. PROVIDE DETECTABLE WARNING DETAILS SHOWING COMPLIANCE WITH THE FOLLOWING: a. DETECTABLE WARNING SURFACES AT TRANSIT BOARDING PLATFORM EDGES, BUS STOPS, HAZARDOUS VEHICULAR AREAS, REFLECTING POOLS, AND TRACK CROSSINGS SHALL COMPLY WITH SECTION 11 B-705A.1.3.1. 11 B-705.1.1.3 b. DETECTABLE WARNINGS AT OTHER LOCATIONS SHALL COMPLY WITH EITHER SECTION 11B-705.1.1.3.1 OR SECTION 11B-705.1.1.3.2. THE MATERIAL USED TO PROVIDE USUAL CONTRAST SHALL BE AN INTEGRAL PART OF THE SURFACE §11 B-705.1.1.3 56 16. DETECTABLE WARNINGS SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C. §11 B-705.1.1.3.1 57 17. DETECTABLE WARNING SURFACES SHALL PROVIDE A 70 PERCENT MINIMUM VISUAL CONTRAST WITH ADJACENT WALKING SURFACES. CONTRAST IN PERCENT SHALL BE DETERMINED BY: CONTRAST PERCENT = [(B1-B2)/B1] x 100 WHERE 58 B1 = LIGHT REFLECTANCE VALUE (LRV) OF THE LIGHT AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA §11B-705.1.1.3.2 (SEE EXCEPTION) ENTRANCES 18. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 11 B-206.4 ENTRANCES. ENTRANCE 59 DOORS, DOORWAYS, AND GATES SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 11B-402 ACCESSIBLE ROUTES; (SEE EXCEPTIONS). §11 B-206.4 60 19. ALL ENTRANCES AND EXTERIOR GROUND -FLOOR EXITS TO BUILDINGS AND FACILITIES SHALL 61 COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. §11B-206.4.1 20. WHERE DIRECT ACCESS IS PROVIDED FOR PEDESTRIANS FROM A PARKING STRUCTURE TO A BUILDING OR FACILITY ENTRANCE, EACH DIRECT ACCESS TO THE BUILDING OR FACILITY ENTRANCE SHALL COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. §11B-206.4.2 62 21. DIRECT CONNECTIONS TO OTHER FACILITIES SHALL PROVIDE AN ACCESSIBLE ROUTE COMPLYING WITH 11 B-404 DOORS, DOORWAYS, AND GATES FROM THE POINT OF CONNECTION TO BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE ACCESSIBLE. ANY ELEMENTS PROVIDED TO FACILITATE FUTURE DIRECT CONNECTIONS SHALL 63 BE ON AN ACCESSIBLE ROUTE CONNECTING BOARDING PLATFORMS AND ALL TRANSPORTATION SYSTEM ELEMENTS REQUIRED TO BE ACCESSIBLE. §11 B-206.4.4.2 (SEE EXCEPTION) . TOP LANDINGS SHALL BE 60 INC S WIC F11B-405 .2.1 . THE LANDING CLEAR LENGTH SHAL F NG M IMUM. 11 B-405.7.3 v . BOTTOM LANDINGS SHALL EXTEND v1UM THE DIRECTION OF RAMP RUN. §11 B-405.7.3.1 C RAMPS THAT CHANGE DIRECTI � NS LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM F `� gIMI�M IN THE DIRECTION OF DOWNWARD TRAVEL FROM THE UPPER RF J15 WHERE DOORWAYS ARE f cN TO RAMP LANDING, MANEUVERING CLEARANCES REQUIRED ,N 11 B-4 .3.2 SHALL BE PERMITTED TO OVERLAP THE REQUIRED LANDING W EN FULL OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LAND' J THAN 3 1 HES. DOORS, IN ANY POSITION, SHALL NOT REDUCE T' O iE SION OF TH MP LANDING TO LESS THAN 42 INCHES. 11 B-405.7.5 § . RAMP RUNS SHALL J HANDRAILS PER 11 B- 05 HANDRAILS. §11 B-405.8 . EDGE PROTECTION COW ITH 11B-405.9.2 CURB ORB RIER SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS D AT EACH SIDE OF RAMP LA DINGS. §11 B-405.9 (SEE EXCEPTIONS) . A CURB, 2 INCHES HIGH MIN UM, OR BARRIER SHALL BE PROVIDE THAT PREVENTS THE PASSAGE OF A 4 INCH DIA TER SPHERE, WHERE ANY PORTION 0 THE SPHERE IS WITHIN 4 INCHES OF THE FINISH OOR OR GROUND SURFACE. TO PREVEN WHEEL ENTRAPMENT, THE CURB OR BARRIER HALL PROVIDE A CONTINUOUS AND UNINTER UPTED BARRIER ALONG THE LENGTH 0 THE RAMP. §11 B-405.9.2 . LANDINGS SUBJECT 0 WET CONDITIONS SHALL BE DESIGNED TO PREVE T THE ACCUMULATION O WATER. §11 B-405.10 HANDRAILS . HANDRAILS SH L BE PROVIDED ON BOTH SIDES OF STAIRS AND RAMPS. §11B- 05.2 . HANDRAILS ALL BE CONTINUOUS WITHIN THE FULL LENGTH OF EACH STAIR FLI HT OR RAMP RUN. SIDE HANDRAILS ON SWITCHBACK OR DOGLEG STAIRS AND RAMPS S ALL BE CONTINUO S BETWEEN FLIGHTS OR RUNS. §11 B-505.3 . TOP OF RIPPING SURFACES OF HANDRAILS SHALL BE 34 INCHES MINIMUM AND 38 ING ES MAXI M VERTICALLY ABOVE WALKING SURFACES, STAIR NOSINGS, AND RAMP SURFA S. HAN ILS SHALL BE AT A CONSISTENT HEIGHT ABOVE WALKING SURFACES, STAIR NO GS, AND RAMP SURFACES. §11 B-505.4 EARANCE BETWEEN HANDRAIL GRIPPING SURFACES AND ADJACENT SURFACES SHALL E 1'% INCHES MINIMUM. HANDRAILS MAY BE LOCATED IN A RECESS IF THE RECESS IS 3 INCHES MAXIMUM DEEP AND 18 INCHES MINIMUM CLEAR ABOVE THE TOP OF THE HANDRAIL. §11B-505.5 TO THE DIREC ION OF THE RAMP RUN. GRADE BREAKS SHALL NOT BE PERMITTE ON THE PASSENGER LOADING ZONES, DROP-OFF ZONES, AND ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH. §11B-604.2 SURFACE OF AMP RUNS AND TURNING SPACES. SURFACE SLOPES THAT MEET A GRADE BUS STOPS 26. PARKING FACILITIES THAT PROVIDE VALET PARKING SERVICES SHALL PROVIDE AT LEAST ONE PASSENGER BREAKS SHA L BE FLUSH. §1113 406.5.E LOADING ZONE COMPLYING WITH SECTION 11B-503 PASSENGER DROP-OFF AND LOADING ZONES. THE PARKING 26. CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED 89. THE CROSS LOPE OF CURB RAMPS AND BLENDED TRANSITIONS SHALL BE 1:48 (2. 83%) REQUIREMENTS OF SECTION 118-208.1 PARKING SPACES GENERAL APPLY TO FACILITIES WITH VALET PARKING. PERPENDICULAR FROM THE SIDEWALL AND 56 INCHES MINIMUM MEASURED MAXIMUM. 1 B-406.5.7 §11B-209.4 PERPENDICULAR FROM THE REAR WALL. A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. §11 B-604.3.1 90. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY ADJ CENT 27. MECHANICAL ACCESS PARKING GARAGES SHALL PROVIDE AT LEAST ONE PASSENGER -LOADING ZONE COMPLYING WITH SECTION 11 B-503 PASSENGER DROP-OFF AND LOADING ZONES AT VEHICLE DROP-OFF AND TO AND ITHIN 24 INCHES OF THE CURB RAMP SHALL NOT BE STEEPER THAN 1:20 (5% . THE VEHICLE PICK-UP AREAS. §11B-209.5 27. THE SEAT HEIGHT OF A WATER CLOSET ABOVE THE FINISH FLOOR SHALL BE 17 INCHES ADJACE T SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS, AND MINIMUM AND 19 INCHES MAXIMUM MEASURED TO THE TOP OF THE SEAT. SEATS SHALL NOT STREET SHALL BEAT THE SAME LEVEL. §11B- 406.5.8 28. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96INCHES WIDE BE SPRUNG THE RETURN TO A LIFTED POSITION. SEATS SHALL BE 2 INCHES HIGH MAXIMUM MINIMUM AND 20 FEET LONG MINIMUM. §11B-503.2 AND A 3-INCH HIGH SEAT SHALL BE PERMITTED ONLY IN ALTERATIONS WHERE THE EXISTING 91. THE B TTOM OF DIAGONAL CURB RAMPS SHALL HAVE A CLEAR SPACE 48 INCHES MINIM M FIXTURE IS LESS THAN 15 INCHES HIGH. §11B-604.4 (SEE EXCEPTION FOR RESIDENTIAL OUTS E ACTIVE TRAFFIC LANES OF THE ROADWAY. DIAGONAL CURB RAMPS PROVIDED T 29. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH THE UNITS) FOLLOWING ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL ADJOIN AN MAR IN CROSSINGS SHALL PROVIDE THE 48 INCHES MINIMUM CLEAR SPACE WITHIN THE ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY. §11B-503.3 MAR INGS. §11 B-406.5.9 28. THE SIDEWALL GRAB BARS SHALL BE 42 INCHES LONG MINIMUM, LOCATED 12 INCHES a. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60INCHES WIDE MINIMUM. §11B-503.3.1 MAXIMUM FROM THE REAR WALL AND EXTENDING 54 INCHES MINIMUM FROM THE REAR WALL WITH THE FRONT END POSITIONED 24 INCHES MINIMUM IN FRONT OF THE WATER 92. CU B RAMPS AND BLENDED TRANSITIONS SHALL HAVE DETECTABLE WARNINGS b. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES THEY SERVE. §11B-503.3.2 CLOSET. §11B-604.5.1 C MPLYING WITH 11B-705 DETECTABLE WARNINGS. §11B-406.5.12 RAISED ISLANDS IN C OSSINGS SHALL BE CUT THROUGH LEVEL WITH THE STREET OR HAVE CURB RAMPS AT c. ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA TH SIDES. THE CLEAR WIDTH OF THE ACCESSIBLE ROUTE AT ISLANDS SHALL BE 60 WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36INCHES ON CENTER IN 29. THE REAR GRAB BAR SHALL BE 36 INCHES LONG MINIMUM AND EXTEND FROM THE CHES WIDE MINIMUM. WHERE CURB RAMPS ARE PROVIDED, THEY SHALL COMPLY WITH A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE §11B- 503.3.3 CENTERLINE OF THE WATER CLOSET 12 INCHES MINIMUM ON ONE SIDE AND 24 INCHES MINIMUM ON THE OTHER SIDE. 11B-604.5.2 SEE EXCEPTION 18-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS. LANDINGS COMPLYING WITH § ( ) 11 B-406.5.3 LANDINGS AND THE ACCESSIBLE ROUTE SHALL BE PERMITTED TO OVERLAP. 30. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11 B-302 FLOOR ISLANDS SHALL HAVE DETECTABLE WARNINGS COMPLYING WITH 11 B-705 DETECTABLE OR GROUND SURFACES. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. §118-503A 30. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE. 11 B-406.6 FIGURE 11 B-406.6 CONTROLS SHALL COMPLY WITH SECTION 116 309.4 OPERATION EXCEPT THEY SHALL BE 1. VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM, AND A VEHICULAR ROUTE FROM AN ENTRANCE TO LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED THE PASSENGER LOADING ZONE AND FROM THE PASSENGER LOADING ZONE TO A VEHICULAR EXIT SHALL ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE PROVIDE A VERTICAL CLEARANCE OF 114INCHES MINIMUM. §11B-503.5 COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2 AMBULATORY ACCESSIBLE COMPARTMENTS. §11B-604.6 32. EACH PASSENGER -LOADING ZONE DESIGNATED FOR PERSONS WITH DISABILITIES SHALL BE IDENTIFIED WITH A REFLECTORIZED SIGN COMPLYING WITH SECTION 11B-703.5 VISUAL 31. TOILET PAPER DISPENSERS SHALL COMPLY WITH SECTION 11B-309.4 OPERATION AND D. GENERAL SITE AND BUILDING ELEMENTS CHARACTERS. IT SHALL BE PERMANENTLY POSTED IMMEDIATELY ADJACENT TO AND VISIBLE SHALL BE 7 INCHES MINIMUM AND 91NCHES MAXIMUM IN FRONT OF THE WATER CLOSET FROM THE PASSENGER -LOADING ZONE STATING "PASSENGER LOADING ZONE ONLY" AND MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER PARKING SPACES INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH SECTION SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL 1. WHERE PARKING SPACES ARE PROVIDED, ACCESSIBLE PARKING SPACES SHALL BE 11 B-703.7.2.1 ISA. §11B-503.6 NOT BE LOCATED BEHIND THE GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT PROVIDED IN NUMBER AND KIND REQUIRED PER SECTION 11B-208 PARKING SPACES. CONTROL DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. §11 B-604.7 §11 B-208.1 2. PROVIDE ACCESSIBLE PARKING SPACES AS REQUIRED BY TABLE 116-208.2. §116-208.2 E. P BING FIXTURES A�''' 32. WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS SHALL MEET THE REQUIREMENTS OF (SEE EXCEPTIONS) SECTIONS 11B-604.8.1 WHEELCHAIR ACCESSIBLE COMPARTMENTS AND 11B-604.8.3 COAT DRINKI OUNTAINS HOOKS AND SHELVES. COMPARTMENTS CONTAINING MORE THAN ONE PLUMBING FIXTURE SHALL COMPLY WITH SECTION 116-603 TOILET AND BATHING ROOMS. AMBULATORY 3. PROVIDE ACCESSIBLE SPACES FOR EACH PARKING FACILITY (PARKING LOTS AND ACCESSIBLE COMPARTMENTS SHALL COMPLY WITH SECTIONS 11 B-604.8.2 AMBULATORY 1. NO FEWER THAN TWO F' ,� . HEN PROVIDED, ONE PARKING STRUCTURES). THE NUMBER OF PARKING SPACES REQUIRED TO BE ��,- ACCESSIBLE COMPARTMENTS AND 11 B-604.8.3 COAT HOOKS AND SHELVES. §11 B-604.8 ACCESSIBLE IS TO BE CALCULATED SEPARATELY FOR EACH PARKING FACILITY; THE DRINKING FOI I GH 11B-602.6, 11B-602.8 AND REQUIRED NUMBER IS NOT BASED ON THE TOTAL NUMBER OF PARKING SPACES 11 B-602 " LY WITH 11B-602.7 AND 11 B-602.9. PROVIDED IN ALL OF THE PARKING FACILITIES PROVIDED ON SITE. §11 B-208 §11 B-21 33. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH AN IN -SWING DOOR, A MINIMUM 60 INCHES WIDE BY 36 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF 4. TEN PERCENT OF PATIENT AND VISITOR PARKING SPACES PROVIDED TO SERVE HOSPITAL 2 WHERE MOF. UMBER OF DRINKING FO NS SPECIFIED IN 116-211.2 THE CLEARANCE REQUIRED IN SECTION 11 B-604.8.1.1 WHEELCHAIR ACCESSIBLE ARE PROVI _ T OF THE TOTAL NUMBER OF DRINKIN UNTAINS PROVIDED COMPARTMENT SIZE. §11 B-604.8.1.1.1, FIGURES 11 B-604.8.1.1.2(B) AND 11 B-604.8.1.1.3(B) OUTPATIENT FACILITIES, AND FREE-STANDING BUILDINGS PROVIDING OUTPATIENT CLINICAL SERVICES OF A HOSPITAL, SHALL COMPLY WITH SECTION 11 B-502 PARKING SHALL COME . 11 B-602.1 THROUGH 11 B- 602.6, 11B602.6, 11 B-602.8 11 B-602.9 AND SPACES. §11 B-208.2.1 50 PERC F THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHAL MPLY WI B-602.7AND 11B-602.9 §11B-211.3 SEE EXCEPTION CITY OF SANTA ANA inning and Building Agency Wa 9 O F M Oer n ERALD P. NOE `� F Da : ARCHITECT J z O w U z Q -1 D- 2 O U w 0 O U m O 0 z Q U) z 0 F z w H z z C7 w 0 W z O U O T 0 z_ Q m 0 T S H 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 \�,�� PS R. CF 7/TF\ � �� ��' 0� No. C22130 l� Ren. 09/313/27 9Te O \� O� FC A L i ►r.l!!�/-*A 10-03-2025 REVISIONS: NO. DATE DESCRIPTION BY CLI ENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: /• _* _ 7447 INTERIOR PIZZA 10UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ACCESSIBILITY NOTES PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-4.0 SHEET 6 OF 9 CONTRACTOR SHALL ONLY UTILIZE APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES CITY OF SANTA ANA inning and Building Agency WATER CLOSETS AND TOILET COMPARTMENTS (CONT.) 34. IN A WHEELCHAIR ACCESSIBLE COMPARTMENT WITH A DOOR LOCATED IN THE SIDE WALL OR PARTITION, EITHER IN -SWINGING OR OUT -SWINGING, A MINIMUM 60 INCHES WIDE AND 60 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. §11B-604.8.1.1.2 FIGURE 1 1 B-604.8.1.1.2 35. IN A WHEEL CHAIR ACCESSIBLE COMPARTMENT WITH END- OPENING DOOR (FACING WATER CLOSET), EITHER IN -SWINGING OR OUT -SWINGING, A MINIMUM 60 INCHES WIDE AND 48 INCHES DEEP MANEUVERING SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET. §1 1 B-604.8.1.1.3 FIGURE 11B-604.8.1.1.3 36. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECTION 11 B-404 DOORS, DOORWAYS, AND GATES EXCEPT THAT IF THE APPROACH IS FROM THE PUSH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOOR SHALL BE LOCATED IN FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. §1 1 B-604.8.1.2 37. WHERE TOILET COMPARTMENT DOORS ARE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDEWALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDEWALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE FRONT PARTITION AND THE DOOR SHALL BE SELF -CLOSING. §11 B- 604.8.1.2 38. A DOOR PULL COMPLYING WITH SECTION 11 B-404.2.7 DOOR AND GATE HARDWARE SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. DOOR SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF THE MANEUVERING SPACE WHICH DOES NOT OVERLAP THE CLEARANCE REQUIRED AT A WATER CLOSET. §11 B-604.8.1.2 (SEE EXCEPTION) 39. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9 INCHES MINIMUM ABOVE THE FINISH FLOOR AND 6 INCHES DEEP MINIMUM BEYOND THE COMPARTMENT -SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES. COMPARTMENTS FOR CHILDREN'S USE SHALL PROVIDE A TOE CLEARANCE OF 12 INCHES MINIMUM ABOVE THE FINISH FLOOR. §1 1 B-604.8.1.4 40. AMBULATORY ACCESSIBLE COMPARTMENTS SHALL HAVE A DEPTH OF 35 INCHES MINIMUM AND 37 INCHES MAXIMUM. §11 B-604.8.2.1 41. WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL COMPLY WITH SECTION 11 B-604.9 WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE AND FOLLOW SUGGESTED DIMENSIONS ON TABLE 1113-604.9. §11 B- 604.9 42. WHERE URINALS ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 1113-605. §11B-213.3.3 43. URINALS SHALL BE THE STALL -TYPE OR THE WALL -HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13'/z INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. §11B-605.2 44. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC, HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECTION 11 B-309 OPERABLE PARTS EXCEPT THAT THE FLUSH CONTROL SHALL BE MOUNTED AT A MAXIMUM HEIGHT OF 44 INCHES ABOVE THE FINISH FLOOR. §11B-605.4 45. WHERE LAVATORIES ARE PROVIDED, AT LEAST 10 PERCENT BUT NO FEWER THAN ONE SHALL COMPLY WITH SECTION 11B-213.3.4, §1113-606.1. 46. FOR LAVATORIES AND SINKS, A CLEAR FLOOR SPACE COMPLYING WITH SECTION 11 B-305 CLEAR FLOOR OR GROUND SURFACES, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11 B-306 KNEE AND TOE CLEARANCE SHALL BE PROVIDED. §11B-606.2 47. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. §11 B-606.3 SIGNS RELATED TO TOILETS AND BATHING FACILITIES 48. ENTRANCES LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11 B-703.7.2.E TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 1113-603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11 B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 1113-603 TOILET AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 11 B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B-703.7.2.1 ISA. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TO USE EXCEPTIONS TO 11 6-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11 B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11 B-603 TOILET AND BATHING ROOMS, EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH 11 B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 1 1 B-703.7.2.1 ISA. §11B-216.8 49. PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING: a. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. §11 B-703.6.1 b. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NON -GLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. §11 B-703.6.2 c. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 11B-703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 1 1 B-703.4 INSTALLATION HEIGHT AND LOCATION. §11 B-703.6.3 d. THE INSTALLATION HEIGHT AND LOCATION OF PICTOGRAM SIGNS SHALL BE PER §11 B-703.4.1. 50. SYMBOLS SHALL COMPLY WITH THE FOLLOWING: a. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11 B-703.7.2.E TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. §11B-703.7.2.E (SEE EXCEPTION) b. MEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, '/4INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11 B-703.7.2.6.1 c. WOMEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE,'/4 INCH THICK AND 12 INCHES IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. § 11 B-703.7.2.6.2 d. UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE,'/4 INCH THICK AND 12 INCHES IN DIAMETER WITH A'/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11 B-703.7.2.6.3 ING MACHINE AND CLOTHES DRYERS 31. WASHIN ACHINES AND CLOTHES DRYER'S OPERABLE PARTS MUST COMPLY WITH SECTIO 1 B-309 OPERABLE PARTS. §11 B-611.3 i2. TOP LOADING MAC ES SHALL HAVE THE DOOR TO THE LAUNDRY COMP TMENT LOCATED 36 INCHE AXIMUM ABOVE THE FINISH FLOOR. FRONT L DING MACHINES SHALL HAVE THE BOTT OF THE OPENING TO THE LAUNDRY C PARTMENT LOCATED 15 INCHES MINIMUM AND 361 ES MAXIMUM ABOVE THE FINIS LOOR. §11B-611.4 F. COMMUNICATION EL ENT ND FEATURES FIRE ALARM SYSTEMS . WHERE FIRE ALARM SYSTEMS AND CARBON N DE ALARM SYSTEM PROVIDE AUDIBLE ALARM COVERAGE, ALARMS SHALL CO LY WITH -215 FIRE ALARM SYSTEMS. §11 B-215.1 (SEE EXCEPTION) 2. ALARMS IN PUBLIC USE AREAS COMMON USE AREAS SHAL OMPLY WITH 702 CHAPTER 9, SECTION 907.5.2.3.1. §11 -215.2 3. WHERE EMPLOYEE W K AREAS HAVE AUDIBLE ALARM COVERAGE, THE RING SYSTEM SHALL BE DESI D SO THAT VISIBLE ALARMS COMPLYING WITH 702 CHA R 9, SECTION 907.5.2.3.2 C BE INTEGRATED INTO THE ALARM SYSTEM. §1113-215.3 4. FIRE AL SYSTEMS SHALL HAVE PERMANENTLY INSTALLED AUDIBLE AND VISIBLE A MS CO LYING WITH NFPA 72 (2016 EDITION) (INCORPORATED BY REFERENCE, SEE ' EFERENCED STANDARDS" IN 2016 CFC CHAPTER 80; 2016 CBC CHAPTER 35 SSISTIVE LISTENING SYSTEMS 5. SSISTIVE LISTENING SYSTEMS SHALL BE PROVIDED IN ASSEMBLY AREAS, INCLUDING ONFERENCE AND MEETING ROOMS, USED FOR THE PURPOSE OF ENTERTAINMENT, UCATIONAL OR CIVIC GATHERINGS, OR SIMILAR PURPOSES. §202, §11B-219.2 NOTE: A EMBLY AREAS INCLUDE, BUT ARE NOT LIMITED TO, CLASSROOMS, LECTURE HALLS, CO TROOMS, PUBLIC MEETING ROOMS, PUBLIC HEARING ROOMS, LEGISLATIVE CHAMAER MOTI N PICTURE HOUSES, AUDITORIA, THEATERS, PLAYHOUSES, DINNER THEATERS, CONC T HALLS, CENTERS FOR THE PERFORMING ARTS, AMPHITHEATERS, ARENAS STADIU , GRANDSTANDS, OR CONVENTION CENTERS. §202, §11B-219.2 S. ASSISTIVE LIS ENING SYSTEM SHALL PROVIDE AN AMPLIFICATION SYSTEM UTILIZI G TRANSMITTE S, RECEIVERS, AND COUPLING DEVICES TO BYPASS THE ACOUS ICAL SPACE BETWEEN A S ND SOURCE AND A LISTENER BY MEANS OF INDUCTION L00 , RADIO FREQUENCY, IN ARED, OR DIRECT -WIRED EQUIPMENT. §202 7. PROVIDE ASSISTIVE L TENING SYSTEMS. A MINIMUM NUMBER OF RECEIV S EQUAL TO 4 PERCENT OF THE T AL NUMBER OF SEATS, BUT IN NO CASE LESS TH TWO. §11 B-219.3 B. WHERE A BUILDING CONT NS MORE THAN ONE ASSEMBLY AREA UND ONE MANAGEMENT, THE TOTAL NUMBER OF QUIRED RECEIVERS MAY BE CALCULAT D USING THE TOTAL NUMBER OF SEATS IN THE SSEMBLY AREAS PROVIDED THAT AL RECEIVERS ARE USABLE WITH ALL SYSTEMS. §11 B- 2 .3 (SEE EXCEPTIONS) 9. TWENTY-FIVE PERCENT MINIMUM F RECEIVERS PROVIDED FO ASSISTIVE LISTENING SYSTEMS, BUT NO FEWER THAN 0, SHALL BE HEARING- D COMPATIBLE WITH EXCEPT WHEN ALL SEATS IN AN ASSEMBL AREA ARE SERVED BY EANS OF AN INDUCTION LOOP. §11 B-219.3 10. WHEN ASSISTIVE-LISTENING SYSTEMS A E LIMITED T SPECIFIC AREAS OR SEATS, SUCH AREAS OR SEATS SHALL BE WITHIN A 50 OOT VIE NG DISTANCE OF THE STAGE OR PLAYING AREA AND SHALL HAVE A COMP L TE VIE OF THE STAGE OR PLAYING AREA. §11 B-219.4 11. PERMANENTLY INSTALLED ASSISTIVE-LISTENIN SYSTEMS ARE REQUIRED IN AREAS IF (1) THEY HAVE FIXED SEATING AND (2A) THEY C MMODATE AT LEAST 50 PERSONS OR (213) THEY HAVE AUDIO -AMPLIFICATION SYSTE , EX PT THOSE USED EXCLUSIVELY FOR PAGING AND/OR BACKGROUND MUSIC. § B-219.21 11B-219.5 12. PORTABLE ASSISTIVE-LISTENING SYST S MAY SERV ORE THAN ONE CONFERENCE OR MEETING ROOMS IF AN ADEQUATE MBER OF ELECT CAL OUTLETS OR OTHER SUPPLEMENTARY WIRING IS PROV ED AND PERMANEN Y INSTALLED SYSTEMS ARE NOT REQUIRED. §11B-219.5 13. RECEIVERS REQUIRED FOR US ITH AN ASSISTIVE LISTENIN SYSTEM SHALL INCLUDE A 1/8 INCH STANDARD MONO JAC §11B-706.2 14. RECEIVERS REQUIRED TO HEARING -AID COMPATIBLE SHALL INT RFACE WITH TELECOILS IN HEARING AIDS THROU H THE PROVISION OF NECKLOOPS. §11 B- 6.3 15. ASSISTIVE LISTENING STEMS SHALL BE CAPABLE OF PROVIDING AS ND PRESSURE LEVEL FROM 110 -1 8 DB WITH A DYNAMIC RANGE ON THE VOLUME CO TROL OF 50 DB. §11 B-706.4 16. SIGNAL-TO-NOIS RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LI TENING SYSTEMS SH L BE 18 DB MINIMUM. §11B-706.5 17. PEAK CLIPPI G SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE PEAKS SPEECH. §11B-706. T O-WAY COMMUNICATION SYSTEMS 18. T -WAY COMMUNICATION SYSTEMS THAT ARE PROVIDED TO GAIN ADMITTANCE TO A UILDING OR FACILITY OR TO RESTRICTED AREAS WITHIN A BUILDING OR FACILITY SHALL PROVIDE BOTH AUDIBLE AND VISUAL SIGNALS. HANDSET CORDS, IF PROVIDED, SHALL BE 29 INCHES LONG MINIMUM. §11B-230.1, §11B-708 SIGNS 27. INTERIOR AND EXTERIOR SIGNS IDENTIFYING PERMANENT ROOMS AND SPACES SHALL COMPLY WITH 11 B-703.1 GENERAL, 11 B-703.2 RAISED CHARACTERS, 11 B-703.3 BRAILLE AND 11 B-703.5 VISUAL CHARACTERS. WHERE PICTOGRAMS ARE PROVIDED AS DESIGNATIONS OF PERMANENT INTERIOR ROOMS AND SPACES, THE PICTOGRAMS SHALL COMPLY WITH 11 B-703.6 PICTOGRAMS AND SHALL HAVE TEXT DESCRIPTORS COMPLYING WITH 11 B- 703.2 AND 11B-703.5. §11B-216.2 (SEE EXCEPTION) 28. SIGNS THAT PROVIDE DIRECTION TO OR INFORMATION ABOUT INTERIOR AND EXTERIOR SPACES AND FACILITIES OF THE SITE SHALL COMPLY WITH 11 B-703.5 VISUAL CHARACTERS. §11 B-216.3 29. IN EXISTING BUILDINGS AND FACILITIES WHERE NOT ALL ENTRANCES COMPLY WITH 11 B-404 DOORS, DOORWAYS, AND GATES, COMPLIANT ENTRANCES SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B-703.7.2.1 ISA. DIRECTIONAL SIGNS COMPLYING WITH 11 B-703.5 VISUAL CHARACTERS THAT INDICATE THE LOCATION OF THE NEAREST ENTRANCE COMPLYING WITH 11 B-404 SHALL BE PROVIDED AT ENTRANCES THAT DO NOT COMPLY WITH 11B-404 DOORS, DOORWAYS, AND GATES. DIRECTIONAL SIGNS COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B-703.7.2.1 ISA, INDICATING THE ACCESSIBLE ROUTE TO THE NEAREST ACCESSIBLE ENTRANCE SHALL BE PROVIDED AT JUNCTIONS WHEN THE ACCESSIBLE ROUTE DIVERGES FROM THE REGULAR CIRCULATION PATH. §11 B- 216.6 (SEE EXCEPTIONS) 30. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS COMPLYING WITH 11 B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11B-703.7.2.E TOILET AND BATHING ROOM GEOMETRIC SYMBOLS. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 11B- 603 TOILET AND BATHING ROOMS, DIRECTIONAL SIGNS INDICATING THE LOCATION OF THE NEAREST COMPLIANT TOILET ROOM OR BATHING ROOM WITHIN THE FACILITY SHALL BE PROVIDED. SIGNS SHALL COMPLY WITH 11 B-703.5 VISUAL CHARACTERS AND SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA. WHERE EXISTING TOILET ROOMS OR BATHING ROOMS DO NOT COMPLY WITH 1113-603 TOILET AND BATHING ROOMS, THE TOILET ROOMS OR BATHING ROOMS COMPLYING WITH 1113-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B- 703.7.2.1 ISA. WHERE CLUSTERED SINGLE USER TOILET ROOMS OR BATHING FACILITIES ARE PERMITTED TOM USE EXCEPTIONS TO 11 B-213.2 TOILET AND BATHING ROOMS, TOILET ROOMS OR BATHING FACILITIES COMPLYING WITH 11B-603 TOILET AND BATHING ROOMS SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11B-703.7.2.1 ISA UNLESS ALL TOILET ROOMS AND BATHING FACILITIES COMPLY WITH 11 13-603 TOILET AND BATHING ROOMS. EXISTING BUILDINGS THAT HAVE BEEN REMODELED TO PROVIDE SPECIFIC TOILET ROOMS OR BATHING ROOMS FOR PUBLIC USE THAT COMPLY WITH THESE BUILDING STANDARDS SHALL HAVE THE LOCATION OF AND THE DIRECTIONS TO THESE ROOMS POSTED IN OR NEAR THE BUILDING LOBBY OR ENTRANCE ON A SIGN COMPLYING WITH 11B-703.5 VISUAL CHARACTERS, INCLUDING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH 11 B- 703.7.2.1 ISA. §11B-216.8 31. SIGNS WITH TACTILE CHARACTERS SHALL COMPLY WITH 11 B- 703.4 INSTALLATION HEIGHT AND LOCATION. §11B-703.4 A. TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST TACTILE CHARACTER BRAILLE CELLS AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST TACTILE CHARACTER LINE OF RAISED CHARACTERS. §11 B-703.4.1 (SEE EXCEPTION) B. WHERE A TACTILE SIGN IS PROVIDED AT A DOOR, THE SIGN SHALL BE LOCATED ALONGSIDE THE DOOR AT THE LATCH SIDE. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH ONE ACTIVE LEAF, THE SIGN SHALL BE LOCATED ON THE INACTIVE LEAF. WHERE A TACTILE SIGN IS PROVIDED AT DOUBLE DOORS WITH TWO ACTIVE LEAFS, THE SIGN SHALL BE LOCATED TO THE RIGHT OF THE RIGHT HAND DOOR. WHERE THERE IS NO WALL SPACE AT THE LATCH SIDE OF A SINGLE DOOR OR AT THE RIGHT SIDE OF DOUBLE DOORS, SIGNS SHALL BE LOCATED ON THE NEAREST ADJACENT WALL. SIGNS CONTAINING TACTILE CHARACTERS SHALL BE LOCATED SO THAT A CLEAR FLOOR SPACE OF 18 INCHES MINIMUM BY 18 INCHES MINIMUM, CENTERED ON THE TACTILE CHARACTERS, IS PROVIDED BEYOND THE ARC OF ANY DOOR SWING BETWEEN THE CLOSED POSITION AND 45 DEGREE OPEN POSITION. WHERE PERMANENT IDENTIFICATION SIGNAGE IS PROVIDED FOR ROOMS AND SPACES THEY SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE ENTERS THE ROOM OR SPACE. SIGNS THAT IDENTIFY EXITS SHALL BE LOCATED ON THE APPROACH SIDE OF THE DOOR AS ONE EXITS THE ROOM OR SPACE. 11B-703.4.2 (SEE EXCEPTION) 2. VISUAL CHARACTERS SHALL COMPLY WITH THE FOLLOWING, EXCEPT WHERE VISUAL CHARACTERS COMPLY WITH 11 B- 703.2 RAISED CHARACTERS AND ARE ACCOMPANIED BY BRAILLE COMPLYING WITH 11 B-703.3 BRAILLE, THEY SHALL NOT BE REQUIRED TO COMPLY WITH 11B-703.5.2 THROUGH 11B-703.5.6, 11B-703.5.8 AND 11B-703.5.9: A. CHARACTERS AND THEIR BACKGROUND SHALL HAVE A NON -GLARE FINISH. CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. §11B-703.5.1 B. CHARACTERS SHALL BE UPPERCASE OR LOWERCASE OR A COMBINATION OF BOTH. § 11 B- 703.5.2 C. CHARACTERS SHALL BE CONVENTIONAL IN FORM. CHARACTERS SHALL NOT BE ITALIC, OBLIQUE, SCRIPT, HIGHLY DECORATIVE, OR OF OTHER UNUSUAL FORMS. §11B-703.5.3 D. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 55 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". §11 B-703.5.4 E. MINIMUM CHARACTER HEIGHT SHALL COMPLY WITH TABLE 11 B-703.5.5. VIEWING DISTANCE SHALL BE MEASURED AS THE HORIZONTAL DISTANCE BETWEEN THE CHARACTER AND AN OBSTRUCTION PREVENTING FURTHER APPROACH TOWARDS THE SIGN. CHARACTER HEIGHT SHALL BE BASED ON THE UPPERCASE LETTER "I". §11 B- 703.5.5 (SEE EXCEPTION) F. VISUAL CHARACTERS SHALL BE 40 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. §11B-703.5.6 (SEE EXCEPTIONS) G. STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER. § 11 B-703.5.7 SIGNS (CONT.) EVATORS - ACCESSIBILITY REQUIREMENTS H. CHARACTER SPACING SHALL BE MEASURED BETWEEN THE TWO CLOSEST POINTS 20. ERGENCY CONTROL BUTTONS SHALL HAVE THEIR CENTERLINES 35 INCHES MINIMUM OF ADJACENT CHARACTERS, EXCLUDING WORD SPACES. SPACING BETWEEN A OVE THE FINISH FLOOR. INDIVIDUAL CHARACTERS SHALL BE 10 PERCENT MINIMUM AND 35 PERCENT MAXIMUM OF CHARACTER HEIGHT. §11 B-703.5.8 1. EMER ENCY CONTROLS, INCLUDING THE EMERGENCY ALARM, SHALL BE GROUPED AT T E BOTT OF THE PANEL. I. SPACING BETWEEN THE BASELINES OF SEPARATE LINES OF CHARACTERS WITHIN A MESSAGE SHALL BE 135 PERCENT MINIMUM AND 170 PERCENT MAXIMUM OF THE 22. CAR CONT L BUTTONS SHALL COMPLY WITH THE FOLLOWING: CHARACTER HEIGHT. §11 B- 703.5.9 A. CONTROL UTTONS SHALL BE IDENTIFIED BY RAISED CHARACTERS OR SYM LS, WHITE 0 A BLACK BACKGROUND, COMPLYING WITH 1113-703.2 RAISED C ARACTERS J. TEXT SHALL BE IN A HORIZONTAL FORMAT. §1113- 703.5.10 AND BRAIL E COMPLYING WITH 11 B-703.3 BRAILLE. B. RAISED CHARAC ERS OR SYMBOLS AND BRAILLE DESIGNATIONS SHA BE PLACED PICTOGRAMS SHALL COMPLY WITH THE FOLLOWING: A. PICTOGRAMS SHALL HAVE A FIELD HEIGHT OF 6 INCHES MINIMUM. CHARACTERS AND BRAILLE SHALL NOT BE LOCATED IN THE PICTOGRAM FIELD. §11 B-703.6.1 B. PICTOGRAMS AND THEIR FIELD SHALL HAVE A NONGLARE FINISH. PICTOGRAMS SHALL CONTRAST WITH THEIR FIELD WITH EITHER A LIGHT PICTOGRAM ON A DARK FIELD OR A DARK PICTOGRAM ON A LIGHT FIELD. §1113-703.6.2 C. PICTOGRAMS SHALL HAVE TEXT DESCRIPTORS LOCATED DIRECTLY BELOW THE PICTOGRAM FIELD. TEXT DESCRIPTORS SHALL COMPLY WITH 1113- 703.2 RAISED CHARACTERS, 11B-703.3 BRAILLE AND 11B-703.4 INSTALLATION HEIGHT AND LOCATION. §11B-703.6.3 SYMBOLS SHALL COMPLY WITH THE FOLLOWING: A. DOORWAYS LEADING TO TOILET ROOMS AND BATHING ROOMS SHALL BE IDENTIFIED BY A GEOMETRIC SYMBOL COMPLYING WITH 11 B- 703.7.2.6 TOILET AND BATHING FACILITIES GEOMETRIC SYMBOLS. THE SYMBOL SHALL BE MOUNTED AT 58 INCHES MINIMUM AND 60 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED FROM THE CENTERLINE OF THE SYMBOL. WHERE A DOOR IS PROVIDED THE SYMBOL SHALL BE MOUNTED WITHIN 1 INCH OF THE VERTICAL CENTERLINE OF THE DOOR. §11B-703.7.2.E (SEE EXCEPTION) B. MEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE,'/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11B-703.7.2.6.1 C. WOMEN'S TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE,'/ INCH THICK AND 12 INCHES IN DIAMETER. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §1 1 B-703.7.2.6.2 D. UNISEX TOILET AND BATHING FACILITIES SHALL BE IDENTIFIED BY A CIRCLE, '/ INCH THICK AND 12 INCHES IN DIAMETER WITH A'/4 INCH THICK TRIANGLE WITH A VERTEX POINTING UPWARD SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. §11 B-703.7.2.6.3 . SPECIAL ROOMS, SPACES, AND ELEMENTS KITCHENS, KITCHENETTES AND WET BARS 1. SINKS SHALL COMPLY WITH 11B-606 LAVATORIES AND SINKS. §11B-804.4 2. AT LEAST 50 PERCENT OF SHELF SPACE IN STORAGE FACILITIES SHALL COMPLY WITH 11 B-811 STORAGE. §11 B- 804.5 3. SINKS. WHERE SINKS ARE PROVIDED, AT LEAST 5 PERCENT, BUT NO FEWER THAN ONE, OF EACH TYPE PROVIDED IN EACH ACCESSIBLE ROOM OR SPACE SHALL COMPLY WITH SECTION 11 B-606. 1. MOP, SERVICE OR SCULLERY SINKS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-212.3. (SEE EXCEPTION) 2. SCRUB SINKS, AS DEFINED IN CALIFORNIA PLUMBING CODE SECTION 221.0, SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-606. (SEE EXCEPTION) WINDOWS 4. WHERE GLAZED OPENINGS ARE PROVIDED IN ACCESSIBLE ROOMS OR SPACES FOR OPERATION BY OCCUPANTS, AT LEAST ONE OPENING SHALL COMPLY WITH 11 B-309. EACH GLAZED OPENING REQUIRED BY AN ADMINISTRATIVE AUTHORITY TO BE OPERABLE SHALL COMPLY WITH 11B-309. §11B-229.1 (SEE EXCEPTIONS) ELEVATORS - ACCESSIBILITY REQUIREMENTS 1. E EVATORS PROVIDED FOR PASSENGERS SHALL COMPLY WITH 1113-407 ELEVATORS. WHERE ULTIPLE ELEVATORS ARE PROVIDED, EACH ELEVATOR SHALL COMPLY WITH 11B407 EVATORS,( SEE EXCEPTIONS) 2. ELEV TORS SHALL COMPLY WITH SECTION 1113-407 AND WITH ASME A17.1. THEY SHALL BE PAS ENGER ELEVATORS AS CLASSIFIED BY ASME A17.1. ELEVATOR OPERATION SHALL E ALIT ATIC. WHEN THE ONLY ELEVATORS PROVIDED FOR USE BY THE PUBLIC AND EMPL YEES ARE COMBINATION PASSENGER AND FREIGHT ELEVATORS, THEY SHALL COMPL WITH 116-407 ELEVATORS AND WITH ASME A17.1 3. WHERE ELE ATOR CALL BUTTONS OR KEYPADS ARE PROVIDED, THEY SHALL COMP WITH SECTIONS 1B-407.2.1 CALL CONTROLS AND 11B-309.4 OPERATION. 4. CALL BUTTONS ND KEYPADS SHALL BE LOCATED WITHIN ONE OF THE REACH GES SPECIFIED IN ECTION 1113-308, MEASURED TO THE CENTERLINE OF THE HIG ST OPERABLE PART. 5. CALL BUTTONS SHA L HAVE SQUARE SHOULDERS, BE % INCH (19.1 MM) MINI UM IN THE SMALLEST DIMEN ON AND SHALL BE RAISED % INCH (3.2 MM) PLUS OR US 1/32 INCH (0.8 MM) ABOVE THE SU ROUNDING SURFACE. THE BUTTONS SHALL BE ACT ATED BY A MECHANICAL MOTIO THAT IS DETECTABLE. 6. A CLEAR FLOOR OR GRO D SPACE COMPLYING WITH SECTION 11 B-30 SHALL BE PROVIDED AT CALL CONTROLS. 7. EXCEPT FOR DESTINATION- IENTATION ELEVATORS, THE CALL BU ON THAT DESIGNATES THE UP DIRECTION SHALL LOCATED ABOVE THE CALL BUTTO THAT DESIGNATES THE DOWN DIRECTION. 8. EXCEPT AT DESTINATION ORIEN TION ELEVATORS, VISIBLE SI NAL FIXTURES SHALL BE CENTERED AT 72 INCHES (1829 M) MINIMUM ABOVE THE FI ISH FLOOR OR GROUND. THE VISIBLE SIGNAL ELEMENTS SHAL BE A MINIMUM 2'/ INCH (64 MM) HIGH BY 2'/2 INCHES(64 MM) WIDE. SIGNALS SHALL BE VISI LE FROM THE FLOOR EA ADJACENT TO THE HALL CALL BUTTON. 11 B-407.2.2.3 9. FLOOR DESIGNATIONS COMPLYING WIT SECTIONS 11 B- 03.2 AND 11 B-703.4.1 SHALL BE PROVIDED ON BOTH JAMBS OF ELEVA R HOIST WAY NTRANCES. FLOOR DESIGNATIONS SHALL BE PROVIDED IN BOTH RAISED C ARACTERS NO BRAILLE. RAISED CHARACTERS SHALL BE 2 INCHES (51 MM) 10, A RAISED STAR, PLACED TO THE LEFT OF TH FLO R DESIGNATION, SHALL BE PROVIDED ON BOTH JAMBS AT THE MAIN ENTRY LEVEL. TH 0 TSIDE DIAMETER OF THE STAR SHALL BE 2 INCHES (51 MM) AND ALL POINTS SHALL BE 0 QUAL LENGTH. RAISED CHARACTERS, INCLUDING THE STAR, SHALL BE WHITE ON A ACK BACKGROUND. BRAILLE COMPLYING WITH SECTION 11 B-703.3 SHALL BE PLACED EL W THE CORRESPONDING RAISED CHARACTERS AND THE STAR. THE BRAILLE RA LATION FOR THE STAR SHALL BE "MAIN". APPLIED PLATES ARE ACCEPTABLE IF TH ARE RMANENTLY FIXED TO THE JAMB. 11. DESIGNATION -ORIENTED ELEVATORS SH L PROVID TACTILE CAR IDENTIFICATION COMPLYING WITH 11B-703.2. RAISED C ARACTERS A 11 B-703.4.1 HEIGHT ABOVE FINISH FLOOR OR GROUND ON BOTH JAMBS F THE HOISTWAY IMMEDIATELY BELOW THE FLOOR DESIGNATION. CAR DESIGNATIONS ALL BE PROVIDE IN BOTH RAISED CHARACTERS AND BRAILLE. RAISED CHARACTERS SH L BE 2 INCHES HIG RAISED CHARACTERS SHALL BE WHITE ON A BLACK BACKGROUND BRAILLE COMPLYING ITH SECTION 1113-703.3 BRAILLE SHALL BE PLACED BELOW THE C RRESPONDING RAISED ARACTERS. APPLIED PLATES ARE ACCEPTABLE IF THEY ARE PERMANENTLY FIXED TO T E JAMB. 12. ELEVATOR DOORS SHALL BE H RIZONTAL SLIDING TYPE. CAR TES SHALL BE PROHIBITED. 13, ELEVATOR HOISTWAY AND C R DOORS SHALL OPEN AND CLOSE UTOMATICALLY. 14. THE WIDTH OF ELEVATOR OORS SHALL COMPLY WITH TABLE 1 1134 7.4.1 15. INSIDE DIMENSIONS OF EVATOR CARS AND CLEAR WIDTH OF ELEVA OR DOORS SHALL COMPLY WITH TABLE 113407.1 16, FLOOR SURFACES IN LEVATOR CARS SHALL COMPLY WITH 1113-302 FLO OR GROUND SURFACES AND 11 -303 CHANGES IN LEVEL. 17, THE CLEARANCE TWEEN THE CAR PLATFORM SILL AND THE EDGE OF ANY OISTWAY LANDING SHAL BE4 MCH MAXIMUM 18. ELEVATOR CA CONTROLS SHALL BE LOCATED WITHIN ONE OF THE REACH RAN ES SPECIFIED I 116-308 REACH RANGES. 19. CAR CONT OL BUTTONS WITH FLOOR DESIGNATIONS SHALL COMPLY WITH THE FOL OWING: A. BUTTO SHALL HAVE SQUARE SHOULDERS, RFIACH MINIMUM IN THEIR SMALLEST DIM SION AND BE RAISF�IACH PLUS OR MINUS 1/32 INCH ABOVE THE SURROUNDIN SU FACE. B. BU ONS SHALL BE ARRANGED WITH NUMBERS IN ASCENDING ORDER. WHEN TWO OR ORE COLUMNS OF BUTTONS ARE PROVIDED THEY SHALL READ FROM LEFT TO RIGHT. C. AR CONTROL BUTTONS SHALL BE ILLUMINATED. . CAR CONTROL BUTTONS SHALL BE ACTIVATED BY A MECHANICAL MOTION THAT IS DETECTABLE. IMMEDIATELY T THE LEFT OF THE CONTROL BUTTON TO WHICH T E DESIGNATIONS APPLY. C. THE CONTROL BUTTO OR THE EMERGENCY STOP, ALARM, D R OPEN, DOOR CLOSE, MAIN ENTRY FLOOR, A D PHONE SHALL BE IDENTIFIED WIT ISED SYMBOLS AND BRAILLE AS SHOWN ON BLE 11 B-407.4.7.1.3 D. BUTTONS WITH FLOOR DESIG ATIONS SHALL BE PROVID WITH VISIBLE INDICATORS TO SHOW THAT A CALL HAS EN REGISTERED, THE ISIBLE INDICATION SHALL EXTINGUISH WHEN THE CAR A IVES AT THE DESI ATED FLOOR. E. A MINIMUM CLEAR SPACE OF>§ INCH OTHER S ABLE MEANS OF SEPARATION SHALL BE PROVIDED BETWEEN ROWS OF C NTROL TTONS. KEYPADS SHALL BE IDENTIFIED BY CHARACTE COMPLYING WITH 11B-703.5 VISUAL CHARACTERS AND SHALL BE CENTERED ON CORRESPONDING KEYPAD BUTTON. THE NUMBER FIVE KEY SHALL HAVE A SINGLE R SE DOT. THE DOT SHALL BE 0.118 INCH TO 0.120 INCH BASE DIAMETER AND IN OTHE ASPEC COMPLY WITH TABLE 11B-703.3.1 AUDIBLE AND VISIBLE CAR POSITION IN CATORS SHAL BE PROVIDED IN ELEVATOR CARS. CHARACTERS SHALL BfINCH HIGH NIMUM. INDICATO SHALL BE LOCATED ABOVE THE CAR CONTROL PANEL OR ABOVE T E DOOR. EMERGENCY TWO-WAY COMMU CATION SYSTEMS SHALL C PLY WITH 11 B-308 REACH RANGES. RAISED SYMBOLS 0 CHARACTERS, WHITE ON A BL K BACKGROUND AND BRAILLE SHALL BE PROVIDE ADJACENT TO THE DEVICE AND S LL COMPLY WITH 1113-703.2 RAISED CHARACTERS AND 113-703.3 BRAILLE. EMERGENCY TWO-WAY OMMUNICATION SYSTEMS BETWEEN THE EL ATOR AND A POINT OUTSIDE THE HOIST Y SHALL COMPLY WITH A17.1 SUPPORT RAILS SH LL BE PROVIDED ON AT LEAST ONE WALL OF THE CAR ND SHALL COMPLY WITH T FOLLOWING: A. CLEARANC BETWEEN SUPPORT RAILS AND ADJACENT SURFACES SHALL § } ES MINIMU . TOP OF SUPPORT RAILS SHALL BE 31 INCHES MINIMUM TO 33 INC ES MAXI M ABOVE THE FLOOR OF THE CAR. THE ENDS OF THE SUPPORT RAIL HALL BE 6 INC S MAXIMUM FROM ADJACENT WALLS, B. SU PORT RAILS SHALL BE SMOOTH AND ANY SURFACE ADJACENT TO THEM SHALL FREE OF SHARP OR ABRASIVE ELEMENTS. . ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS IS APPLIED AT ANY POINT ON THE SUPPORT RAIL, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. . AUTOMATIC TELLER MACHINES AND FARE MACHINES 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES ADVISORY 707 AUTOMATIC TELLER MACHINES AND FARE MACHINES. INTERACTIVE TRANSACTION MACHINES (ITMS), OTHER THAN ATMS, ARE NOT COVERED BY SECTION 707. OWEVER, FOR ENTITIES COVERED BY THE ADA, THE DEPARTMENT OF JUSTICE EGULATIONS THAT IMPLEMENT THE ADA PROVIDE ADDITIONAL GUIDANCE REGARDING TH LATIONN HIP BETWEEN THESE REQUIREMENTS AND ELEMENTS THAT ARE NOT DIRECTLY A DRESSED BY THESE REQUIREMENTS. FEDERAL PROCUREMENT LAW REQUIRES THAT IT P' CHASED BY THE FEDERAL GOVERNMENT COMPLY WITH STANDARDS ISSUED BY THE AC ESS BOARD UNDER SECTION 508 OF THE REHABILITATION ACT OF 1973, AS AMENDE . THI LAW COVERS A VARIETY OF PRODUCTS, INCLUDING COMPUTER HARDWARE AND SOF WARE, WEBSITES, PHONE SYSTEMS, FAX MACHINES, COPIERS, AND SIMILAR TEC NOLOGIES. FOR MORE INFORMATION ON SECTION 508 CONSULT THE ACCESS BO RD' WEB ITE AT WWW.ACCESS-BOARD.GOV. 707.1 NERAL. AUTOMATIC TELLER MACHINES AND FARE MACHINES SHALL COMPLY ITH 707. ADVISO Y 707.1 GENERAL. IF FARECARDS HAVE ONE TACTUALLY DISTINCTIVE COR ER THEY CAN BE I SERTED WITH GREATER ACCURACY. TOKEN COLLECTION DEVICES THAT ARE DESIGNE TO ACCOMMODATE TOKENS WHICH ARE PERFORATED CAN ALLOW A P RSON TO DISTINGUI H MORE READILY BETWEEN TOKENS AND COMMON COINS. PLACE AC ESSIBLE GATES AN FARE VENDING MACHINES IN CLOSE PROXIMITY TO OTHER ACCESSI LE ELEMENTS HEN FEASIBLE SO THE FACILITY IS EASIER TO USE. 707.2 CLEAR LOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE OMPLYING WITH 305 SHA L BE PROVIDED. EXCEPTION: CL AR FLOOR OR GROUND SPACE SHALL NOT BE REQUIRED AT RIVE -UP ONLY AUTOMATIC TE LER MACHINES AND FARE MACHINES. 707.3 OPERABLE ARTS. OPERABLE PARTS SHALL COMPLY WITH 309. UNLE S A CLEAR OR CORRECT KEY IS ROVIDED, EACH OPERABLE PART SHALL BE ABLE TO BE 11 CORRECT BY SOUND OR TO CH, WITHOUT ACTIVATION. EXCEPTION: DRIVE- P ONLY AUTOMATIC TELLER MACHINES AND FARE CHINES SHALL NOT BE REQUIRED TO C MPLY WITH 309.2 AND 309.3. 707.4 PRIVACY. AUTO ATIC TELLER MACHINES SHALL PROVIDE THE 0 ORTUNITY FOR THE SAME DEGREE OF PRI ACY OF INPUT AND OUTPUT AVAILABLE TO ALL NDIVIDUALS. ADVISORY 707.4 PRIVA Y. IN ADDITION TO PEOPLE WHO ARE BLIND R VISUALLY IMPAIRED, PEOPLE WITH LIMITED ACH WHO USE WHEELCHAIRS OR HAVE SH RT STATURE, WHO CANNOT EFFECTIVELY B OCK THE ATM SCREEN WITH THEIR BODIE , MAY PREFER TO USE SPEECH OUTPUT. SPEEC OUTPUT USERS CAN BENEFIT FROM AN PTION TO RENDER THE VISIBLE SCREEN BLANK, EREBY AFFORDING THEM GREATER P SONAL SECURITY AND PRIVACY. 707.5 SPEECH OUTPUT. MA HINES SHALL BE SPEECH ENABLED. PERATING INSTRUCTIONS AND ORIENTATION, VISIBLE RANSACTION PROMPTS, USER INP T VERIFICATION, ERROR MESSAGES, AND ALL DISPLA ED INFORMATION FOR FULL USE HALL BE ACCESSIBLE TO AND INDEPENDENTLY USABLE BY I DIVIDUALS WITH VISION IMPAIR ENTS. SPEECH SHALL BE DELIVERED THROUGH A MEC NISM THAT IS READILY AVAILA LE TO ALL USERS, INCLUDING BUT NOT LIMITED TO, AN INDU TRY STANDARD CONNECTOR PR A TELEPHONE HANDSET. SPEECH SHALL BE RECORDED OR DIGITIZED HUMAN, OR SYNTHESIZED. :10laiirl 1. AUDIBLE TONES SHALL BE PER ITTED INSTEAD OF SPE CH FOR VISIBLE OUTPUT THAT IS NOT DISPLAYED FOR SECURITY P POSES, INCLUDING BVJT NOT LIMITED TO, ASTERISKS REPRESENTING PERSONAL IDENTI CATION NUMBERS. 2. ADVERTISEMENTS AND OTHER SI ILAR INFORMATIO SHALL NOT BE REQUIRED TO BE AUDIBLE UNLESS THEY CONVEY INF MATION THAT C IN BE USED IN THE TRANSACTION BEING CONDUCTED. 3. WHERE SPEECH SYNTHESIS CANNO BE SUPPORT D, DYNAMIC ALPHABETIC OUTPUT SHALL NOT BE REQUIRED TO BE AUDIBL . ADVISORY 707.5 SPEECH OUTPUT. IF AN TM PROVIDES ADDITIONAL FUNCTIONS SUCH AS DISPENSING COUPONS, SELLING THEATE TICKET , OR PROVIDING COPIES OF MONTHLY STATEMENTS, ALL SUCH FUNCTIONS MUS BE AV ILABLE TO CUSTOMERS USING SPEECH OUTPUT. TO AVOID CONFUSION AT THE AT ,THE METHOD OF INITIATING THE SPEECH MODE SHOULD BE EASILY DISCOVERABLE AND SH UL NOT REQUIRE SPECIALIZED TRAINING. FOR EXAMPLE, IF A TELEPHONE HANDSET IS PR ID D, LIFTING THE HANDSET CAN INITIATE THE SPEECH MODE. 707.5.1 USER CONTROL. SPEECH SHALL BE CAPABLE OF BEING REPEATED OR INTERRUPTED VOLUME CONTROL SHALL BE PROVIDED FOR tME SPEECH FUNCTION. EXCEPTION: SPEECH OUTPUT FOR ANY SIN LE UNCTION SHALL BE PERMITTED TO BE AUTOMATICALLY INTERRUPTED WHEN A T NS CTION IS SELECTED. 707.5.2 RECEIPTS. WHERE RECEIPTS ARE ROVID D, SPEECH OUTPUT DEVICES SHALL PROVIDE AUDIBLE BALANCE INQUIRY IN RMATIO ,ERROR MESSAGES, AND ALL OTHER INFORMATION ON THE PRINTED RECEIPT ECESSA Y TO COMPLETE OR VERIFY THE TRANSACTION. : 091x21LeP►l` 1. MACHINE LOCATION, DATE AND TIM OF TRANSACTI N, CUSTOMER ACCOUNT NUMBER, AND THE MACHINE IDENTIFIER SHAL NOT BE REQUIR TO BE AUDIBLE. 2. INFORMATION ON PRINTED RECEI TS THAT DUPLICAT S INFORMATION AVAILABLE ON -SCREEN SHALL NOT BE REQUI D TO BE PRESENTE IN THE FORM OF AN AUDIBLE RECEIPT. 3. PRINTED COPIES OF BANK STATEMENTS AND CHECKS SrLL NOT BE REQUIRED TO BE AUDIBLE. 707.6 INPUT. INPUT DEVICES SHALL COMPLY WITH 707.6 707.6.1 INPUT CONTROLS. AT AST ONE TACTILELY DISCERNI LE INPUT CONTROL SHALL BE PROVIDED FOR EACH FUNCTI N. WHERE PROVIDED, KEY SURIIACES NOT ON ACTIVE AREAS OF DISPLAY SCREENS, SHALV BE RAISED ABOVE SURROUNDINJ SURFACES. WHERE MEMBRANE KEYS ARE THE NLY METHOD OF INPUT, EACH SHAL BE TACTILELY DISCERNABLE FROM SURR UNDING SURFACES AND ADJACENT KEYS. 707.6.2 NUMERIC KEYS. NERIC KEYS SHALL BE ARRANGED IN A\2-KEY ASCENDING OR DESCENDING TELEPHONE/KEYPAD LAYOUT. THE NUMBER FIVE KE SHALL BE TACTILELY DISTINCT FROM THE OTHER KEYS. ADVISORY 707.6.2 NUM IC KEYS. TELEPHONE KEYPADS AND COMP TER KEYBOARDS DIFFER IN ONE SIGNIFI ANT FEATURE, ASCENDING VERSUS DESCEN ING NUMERICAL ORDER. BOTH TYPES F KEYPADS ARE ACCEPTABLE, PROVIDED THE OMPUTER-STYLE KEYPAD IS ORGANIZE SIMILARLY TO THE NUMBER PAD LOCATED AT HE RIGHT ON MOST COMPUTER KEYBOA S, AND DOES NOT RESEMBLE THE LINE OF NUM HE LOCATED ABOVE THE COMPUTER KEY . FIGURE(A)SHOWS 12-KEY ASCENDING LAYOUT WITH "1" IN THE UPPER EFT CORNER, SUCH AS A TELEP NE. FIGURE (B) SHOWS A DESCENDING LAYOUT WIT "7" IN THE UPPER LEFT CORNER, SU H AS A COMPUTER NUMERIC KEYPAD. FIGURE 707.6.2 N�IMERIC KEY LAYOUT 707.6.3 FUN( N KEYS. FUNCTION KEYS SHALL COMPLY WITH 707.6.3 707.6.3.1 CONTRAST. FUNCTION KEYS SHALL CONTRAST VISUALLY FROM BAC GROUND SURFACES. CHARACTERS AND SYMBOLS ON KEY SURFACES SHALL CONTRA' FROM KEYSURFACES. VISUAI CONTRAST SHALL BE EITHER LIGHT -ON -DARK OR EXCEPTIOY. TACTILE SYMBOLS REQUIRED BY 707.6.3.2 SHALL NOT BE REQUIRED �O COMPLY WITH 707.63.1. 707.6.3.2 TACTILE SYMBOLS. FUNCTION KEY SURFACES SHALL HAVE TACTILE SYMB LS AS FOLLOW : ENTER OR PROCEED KEY: RAISED CIRCLE; CLEAR OR CORRECT KEY: RA ED LEFT ARROW CANCEL KEY: RAISED LETTER EX; ADD VALUE KEY: RAISED PLUS SIGN; DEC EASE VALUE KEY: RAISED MINUS SIGN. I YNAI)169»Vd&149 T:1:1,4al:l:gl]&Y»_\'L.Yy 7:lzlob9:1\milliIo]UvIN AT109:11VOY&i EXC PTION: DRIVE -UP ONLY AUTOMATIC TELLER MACHINES AND FARE MACHINES SHAL NOT BE QUIRED TO COMPLY WITH 707.7.1. 70 .7.1 VISIBILITY. THE DISPLAY SCREEN SHALL BE VISIBLE FROM A POINT LOCATED 40 IN NTH El (1015 MM) ABOVE THE CENTER OF THE CLEAR FLOOR SPACE IN FRONT OF THE M CHINE. (07.7.2 CHARACTERS. CHARACTERS DISPLAYED ON THE SCREEN SHALL BE IN A SANS SERII ONT. CHARACTERS SHALL BE 3/16 INCH (4.8 MM) HIGH MINIMUM BASED ON THE UPPERCAS LETTER "I". CHARACTERS SHALL CONTRAST WITH THEIR BACKGROUND WITH EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND 707.8 BRAILLE INSTRUCTIONS. BRAILLE INSTRUCTIONS FOR INITIATING THE SPEECH MODE SHALL BE PROVIDED. BRAILLE SHALL COMPLY WITH 703.3. g-orp] 11 11 w a O l_( M o er 1 `dERALD P. NOE i� Da ARCHITECT } Z O w U Z Q J IL 2 O U w 0 O U O 6 Z Q U7 Z O I- Z w I- Z Z (D w 0 } w Z O U O I- U) (D Z_ Q Ir 0 T 2 I - 4 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �0���//,\� ?'�� P No. C22130 �� Ren. 09/313/27 �Q 9TF �F CA\F 0 WE iwil 46 ?iF, - 10-03-2025 REVISIONS: NO. DATE DESCRIPTION BY CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: /. ` 7447 INTERIOR PIZZA a U P-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ACCESSIBILITY NOTES PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. G-4.1 SHEET 7 OF 9 CONTRACTOR SHALL ONLY UTILIZE APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES CITY OF SANTA ANA inning and Building Agency 1 48" MIN. CLR. II III I 0 III I ' III I CURB P.) I I STIR T III I (TYP.) III l�OCCURSFRAME, WHERE III SIDEWALK I ' / VIEWER B IDEWALK O CTI N .0 V 0 o \ E OF DR. DEADLOCK OR p 00 / \ PUSH PLATE 1 X ti OF DOOR PULL GRIP NOTES: j II i AND OF PUSH-PULL BAR _ - � N 1 CHANGES I EVEL BETWEEN 1/4" HIGH MIN AND 00 \ / \ i OF LEVER HANDLE, LATCH 00 \ / AND CROSS BAR ON FIRE EXIT DEVICE F GENERAL DOOR REQUIREMENTS JSCALE:1/8"=V-0" NOTES: 1. X SHALL BE < 25 INCHES: Z SHALL BE > X. 2. WHEN X < 20 INCHES, THEN Y SHALL BE 48 INCHES MAXIMUM. 3. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. D MAXIMUM FORWARD REACH OVER AN OBSTRUCTION A MAXIMUM SIDE REACH OVER AN OBSTRUCTION REACH REQUIREMENTS REQUIREMENTS SCALE:1 /8"=1'-0" PROVIDE THIS ADDITIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH 18" MIN. \/ PROVIDE THIS SPACE IF DOOR IS IS EQUIPPED WITH B0_ LATCH AND A CLOSER E�ESTIBULES I TWO DOORS IN SERIES COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR LEVEL THRESHOLD 1/2" MAX. PILE N HEIGHT TRANSITION BETWEEN FLOOR FINISHES GROUT BELOW THRESHOLD 2 1/2" MAX. 1/4" MAX. ]C THRESHOLD LEVER, LOOPED AND PUSH BAR DOOR HARDWARE 10" MIN. BOTTOM RAIL RUBBER BUMPER ON CHAIR �B DOOR HARDWARE & MOUNTING HEIGHTS GENERAL DOOR REQUIREMENTS >c 1/2" HIGH MAX. ALL BE BEVELED WITH A SLOPE NOT STEEPER T 1.2. 2. 1/4" MAXIMUM VERTICA EVEL CHANGE. /%// AA LEVEL CHANGES WALKS & SIDEWALKS \ SCALE:1 /8"=V-0" E HIGH FORWARD REACH LIMITS �,) rg HIGH AND LOW BW SIDE REACH LIMITS I I z o M 48" F CLEAR FLOOR SPACE -FRONT APPROACH I I I I J 30" C CLEAR FLOOR SPACE PARALLEL APPROACH 54" PREFERRED 48" MINIMUM I I SURFACE SLOPE NOTI TO EXCEED 2% ? 12" MINIMUM IF DOOR HAS BOTH A CLOSER 00 AND A LATCH I I I I I I D Z I I m SURFACE SLOPE NOT 24" MIN. EXTERIOR TO EXCEED 2% 18" MIN. INTERIOR I I I I L J IDYPICAL DOOR LANDING CLEARANCES THRESHOLD A. FLOOR(S) OR LANDING(S) ARE NOT MORE THAN 1/2" LOWER THAN THE TOP OF THE THRESHOLD OF THE DOORWAY. B. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" IS BEVELED AT A MAXIMUM GRADIENT OF 1:2. C. RECESSED DOOR MATS ARE ADEQUATELY ANCHORED TO PREVENT INTERFERENCE WITH OF 1:2. D. CARPET AND CARPET TILES ARE SECURELY ATTACHED AND HAVE LEVEL LOOP, TEXTURED LOOP, LEVEL -CUT PILE OR LEVEL-CUT/UNCUT PILE WITH PILE NOT EXCEEDING 1/2" IN HEIGHT. E. EXPOSED EDGES OF CARPET ARE FASTENED TO FLOOR SURFACES AND HAVE TRIM ALONG ALONG THE ENTIRE LENGTH OF THE EXPOSED EDGE. DOOR TYPE: A. REQUIRED EXIT DOORWAY(S) ARE OF A SIZE TO PERMIT INSTALLATION OF A DOOR A MINIMUM TIN WIDTH, 6'-8" IN HEIGHT. B. EXIT DOOR IS CAPABLE OF OPENING A MINIMUM OF 90 DEGREES. C. THE CLEAR WIDTH OF THE DOORWAY IS 32" MINIMUM. D. DOUBLE DOORS/AUTOMATIC DOORS - AT LEAST ONE DOOR MUST COMPLY WITH ITEM B AND C ABOVE. E. BOTTOM 10" OF DOOR (EXCEPT SLIDING DOORS) HAS A SMOOTH, UNINTERRUPTED SURFACE THAT ALLOWS DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. F. EFFORT TO OPERATE DOOR IS WITHIN PRESSURE ALLOWED. INTERIOR AND EXTERIOR DOORS - 5 POUNDS MAXIMUM PRESSURE TO OPERATE. FIRE DOORS - 15 POUNDS MAXIMUM PRESSURE TO OPERATE. G. TWO DOORS A SERIES PROVIDE A MINIMUM OF 48" CLEAR SPACE FROM ANY DOOR IN ANY POSITION. HARDWARE: A. HANDLES, PULL LATCHES, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE OPERATE. B. LATCHING AND LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL ARE OPERABLE BY LEVER TYPE, PANIC BARS, PUSH-PULL ACTIVATION BARS, U-SHAPED HANDLES OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. C. 11B-404.2.7 OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR. D. 11 B404.2.8.1 - DOOR CLOSERS AND GATE CLOSERS, IF PRESENT, SHALL BE ADJUSTED SO THAT FROM AN OPENING POSITION OF 90°, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12° FROM THE LATCH IS 5 SECONDS MINIMUM. 11B-404.2.8.2 - DOOR AND GATE SPRING HINGES, IF PRESENT, SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70°, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. NOTE: CLEAR FLOOR OR GROUND SPACE SHALL BE PROVIDED IN THE FORWARD APPROACH STORAGE ELEMENTS SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES. OPERABLE PARTS SHALL COMPLY WITH THE REACH RANGES. C. ACCESSIBLE LOCKER SECTION ACCESSIBLE LOCKER A A SCALE: 1/2"=V-0" o' U: J w0 d O� Z = O - 2 LL v 13-1/2" IN. r r 30"x48" CLEAR 30"x48" CLEAR I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I - N N X V A ¢� 0 O �EQ�EQ SEE PLAN D�LEVATION �LEVATION LAN ESSIBLE URINAL PLAN & ELEVATIONS SCALE: 1/2"=V-0" 1818" MIN. MIN. LAN (ALCOVE STRUCTURAL STRENGTH: ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHERE A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT - $ - w 0 0 �Ln J - �- 0 ❑ m W W 0 2 2 p °O z v _ T n- N N 0 J w co v co r U_ O OUNTER U z F.F. @CARD READER, LOCAL @ELECTRICAL OR @ELECTRICAL OR 0-IGHT SWITCH CHERMOSTAT CELECTRO @AUDIBLE & H&ANUAL FIRE IOFIRE (OFIRE ALARM, ARMING OR COMMUNICATION COMMUNICATION MAGNETIC VISUAL FIRE ALARM PULL EXTINGUISHER EXTINGUISHER INTERCOM STATION, OUTLET ABOVE OUTLET DOOR ALARM OR STATION CABINET WALL PHONE OUTLET COUNTER HOLD -OPEN SECURITY STROBE LIGHT MOUNTING HEIGHTS FOR FIRE PROTECTION DEVICES A n SCALE:3/8"=1'-0" 4" MAX. Z_ (V A - 2 < = d O W Q M z U a L o W Cl)U U) o O O POINT OF DISPENSING a2 @ACCESSIBLE @ ACCESSIBLE @ ACCESSIBLE @ ACCESSIBLE © SPACING FDRAB BARS @ ACCESSIBLE ® ACCESSIBLE TOWEL SEAT COVER SOAP SANITARY OF GRAB SANITARY ROLL TOILET DISPENSER DISPENSER DISPENSER NAPKIN/TAMPON BAR NAPKIN TISSUE VENDOR DISPOSAL DISPENSER MOUNTING HEIGHTS FOR RESTROOM ACCESSORIES 0 SCALE:3/8"=V-0" 54" MIN FIN. FACE OF WALL ON THE GRAB BAR, FASTENER MOUNTING 12' 48" DEVICE, OR SUPPORTING STRUCTURE. MAX. 42" MIN. 6 PROVIDE AX. 42" 36"MIN. M1N IN. I I ct� 01 4 18" .C? 2 I I io a U_ CD MINI M L J M O U) O LL FO PLUMBEREX, PRO -EXTREME SERI X4333 KIT INCLUDES: P-TRAP COVER, TWO (2) SUPPLY COVERS 17"-18" 18" MIN. E ELEVATION 32" MIN. CLR. i ` F 16 G G40 geP �i O� E 6Q I / 30"x48" CLR. FLOOR ` i l SPACE I i FLUSH HANDLE OR I VALVE SHALL BE' ON m WIDE SIDE m >� 17"-18" I 18" 60" CLR. MIN. �A SINGLE ACCOMODATION ACCESSIBLE TOILET PLAN & ELEVATIONS ZI c a SURFACE MOUNTED MULTI -ROLL - TOILET TISSUE DISPENSER SURFACE MOUNTED SANITARY NAP DISPOSAL WHERE OCCURS r--------------------- tn M J O W Z U Via¢ Mao o ih O W �t PO�� O 7-9„ a 0 Oa �o � I i I � � I � I % � , if --�QPGO ---------------------- 17"-18" 60" CLR. MIN. �B SIDE OPENING DOOR 24" MIN. 48" MIN. CLR. TO ADJ. WALL ❑F ELEVATION SELF -CLOSING CD 32" MIN. CLR, GG ELEVATION U) I I Z U)01 O -------------- --------- -------------------------- 44"MAX. U M CL w U z � r w w SURFACE M ED MULTI -ROLL --------- - --------- -W tu � o O w TOILET TISSUE DIS S i z U U d J O SURFACE MOUNTED SANITA ¢ LL w F w NAPKIN DISPOSAL WHE ? ¢ OCCURS 00 o w z ❑ FLUSH VAL R VALVE z jSHA ON' SIDE" o 0 O 2, 2 SURFACE MOUNTED TOILET 0 SEAT -COVER DISPENSER O 6" CLEAf� 17"-18" 60" CLR. MIN. ESIDE FRONT DOOR DSING v z ID 5" MAX. TOE CLEARANCE 32" MIN. CLR, F R E e� w a 0 Ey M o er I `dERALD P. NOE Da E : ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 o v zR. o��-A W J z No. C22130 O �� Ren. 09/30/27 �Q w z �C CAS �F J IL O U w 0 O U O 0 z Q z 10-03-2025 O F_ REVISIONS: H z z NO. DATE DESCRIPTION BY (D 07 w w z O U 0 H z CLIENT NAME: Q BCAL CONSTRUCTION, INC 0 2 CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: /. ` 7447 INTERIOR PIZZA a UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ACCESSIBILITY D ETAI LS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. SCALE: 1 /8"= V-0" SCALE: 1/2"=V-0" SHEET 8 OF 9 w� z w n W U w w U) < z 0 U K m= x�w OU < I— W z °o = < v F 0 CONTRACTOR SHALL ONLY UTILIZE APPLICABLE TYPICAL ACCESSIBILITY DETAILS & NOTES 1/8" THICK MATTE ACRYLIC SIGN. COLOR TO BE VERIFIED. 1ST LEVEL 2ND LEVEL 14" 6" 4" ADD RAISED STAR TO FLOOR ADA COMPLIANT BLACK LETTERS. CHARACTER HEIGHT IDENTIFICATION SIGNS, REQUIRED MEASURED VERTICALLY FROM THE BASE LINE OF THE ON FIRST FLOOR SIGN ONLY - 12" CHARACTER SHALL BE 5/8" MIN AND 2 INCH MAX BASED ON THE IMAXIMUM HEIGHT OF THE UPPER CASE LETTER "I". STROKE THICKNESS w SHALL BE 15 PERCENT MAXIMUM OF THE SAME LETTER "I" EXIT ROUTE ti - OCCUPANCY TW=TREAD WIDTH d r---r �BRAILLEJ TW 1 O r---� FBRAIL w LBRAiLLEJ TOP LANDING ADA COMPLIANT GRADE 2 BRAILLE BEADS SHALL BE 76 POSITIONED BELOW THE CORRESPONDING TEXT EACH ELEVATOR HOISTWAY E NCE T HAVE RAISED FLOOR O LOCATE AT GRADE SEPARATED 3/8 INCH MIN. 1/2 INCH MAX. FROM ANY DESIGNATION CHARACTE SANS SERIF OR PLE SERIF TYPE, 2" HIGH a o 1/8" THICK MATTE ACRYLIC SIGN. OTHER TACTILE CHARACTERS AND 3/8 INCH FROM a ON EACH DOOR JAM NTERED 60" AFF, AND T IGNS FOR THE MAIN TW + 12" MIN. _ LEVEL EXTERIOR RAISED BORDERS AND DECORATIVE ELEMENTS. O ENTRY FLOOR M INCLUDE A RAISED STAR- THE Ch CTERS MUST BE COLOR TO BE BEIGE. � z EXIT DOOR WHITE ON A ACK BACKGROUND. BRAILLE MUST BE PLA BELOW THE STANDARD BLACK VISUAL WARNING STRIPS SHALL BE 2" " REFERENCE: CBC 11B-703. DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CORRE NDING RAISED CHARACTERS LETTER GRAPHICS CELLS 0.300 INCHES MIN. AND MAX., PER TABLE 11 B-703.3.1 MIN. WIDTH AND INSTALLED 1" MAX. FROM EDGE OF THE TOP AND BOTTOM FIN. FLR. FIN. FLR. MAX OCC SIGN TREADS OF INTERIOR STAIRS, AND ON BO OM LANDING ALL TREADS OF EXTERIOR STAI TACTILE EXIT ROUTE SIGN(25 LE OR FLOOR IDENTIFICATION SIGNS 20 SCALE:NTS SCALE:NTS C HANDRAIL EXTENSIONS AT STAIRWAY SCALE: NONE 2ND FLOOR SIGN N SIGNS 1/8" THICK MATTE ACRYLIC SIGN. COLOR TO 30° MAX. BE VERIFIED. 30, MAX - ROUNDED OR BEVELED 6„ ADA COMPLIANT BLACK LETTERS. NOSING, TYPICAL CHARACTER HEIGHT MEASURED VERTICALLY FROM THE BASE LINE OF THE CHARACTER SHALL BE 5/8 INCH MIN. AND 2 INCH MAX. BASED ON THE HEIGHT OF THE p UPPERCASE LETTER "I". STROKE w THICKNESS SHALL BE 15 PERCENT EXIT 'v MAXIMUM OF THE SAME LETTER "I". OLID RISER, U) d TYPICAL 1-1/4" MAX. 1-1/4" MAX. w w rBRAILLE w zr- ----- W U w w z r- °0 = uw� ADA COMPLIANT GRADE 2 BRAILLE BEADS m = SHALL BE POSITIONED BELOW THE 0 CORRESPONDING TEXT SEPARATED 3/8 z INCH MIN. 1/2 INCH MAX. FROM ANY OTHER 20 TACTILE CHARACTERS AND 3/8 INCH FROM 0 RAISED BORDERS AND DECORATIVE 0 ELEMENTS. DISTANCE BETWEEN CORRESPONDING FIN. FLR. DOTS IN ADJACENT CELLS 0.300 INCHES MIN. AND MAX., PER TABLE 116-703.3.1 TACTILE EXIT SIGN A A SCALE: NONE - - - - - - - - - - - - - - - - - - - FLOOR LANDING NUMBERS ON BOT SIDES OF DOOR JAM I O O I I I HA ANTER I Q(ky I LL A E ALL GENDER RESTROOM g i BRAIUE CALL BUTTO A I UNISEX / ALL GENDER WALL MOUNTED EXIT ACCESSIBLE TOILET SIGNAGE g ` w o v SIGN AT EXIT D00 O ¢ /- - - - �0 / I O I 3/4" MI E IT 4 o EXI „ 5 6 - - - - Q EQ E 1 -6 / CENTER RESTROOM I I NUMERAL HEIGHT O 8— / EQ, Q, 6" / SIGN WITHIN 18" OF I MEN I 3 4 O _ o- - - DOOR FRAME I BRAILLE I MAIN ENTRY FLOOR O 2 0 0 p= N // - w w I nB I I MEN'S ACCESSIBLE TOILET SIGNAGE I < v DOOR CLOSE a ¢ a 0 0 0 / — — — ®— (D 0 DOOR OPEN O O LL z U_ -1 CL 0 W= w EQ' Q' W w LL< I I <Ou Y� �J rL 3: °U I I EMERGENCY ALAR O O LL< F F- 00 \ o 0 0< x z o I I �� (n W Om ME `° Om < Jw EMERGENCY ST M a z0 \ z o o o c a I O = \ �w \ zw m0 I� z I z O < V Z w i N NOTE: A OMATIC DOOR REOPENING DEVICE IS ACTIVAT IF AN \ \ o w OBJEC ASSES THROUGH EITHER LINE A OR LINE B. LINE A ND LINE F F4 - O J I WOMEN I B REP ESENT THE VERTICAL LOCATIONS OF THE DOOR REO NING I BRAILLE I DE E NOT REQUIRING CONTACT. EXIT STAIR SIGNAGE & SIGNAGE LOCATION AT I I ENTRY SIGNAGE TOILET ROOM DOOR ]C WOMEN'S ACCESSIBLE TOILET SIGNAGE ELEVATOR CONTROL PAN 1 n EXIT & RESTROOM SIGNAGE 28 SCALE: 11/2"=1'-0" \ 23 SCALE:3/8"=1'-0" NOT USED SCALE: - LEVER HANDLE FOR FAUCET -SEE PLUMBING DWGS. Y z_ ¢U) 2 LL O B CV = i- 4„ MAX.m w 0 18" SINK MIN. Uj z� 8„M W o z ^ 0 N N 3' -01,. CLEAR I 11"MIN INSULATE DRAIN & HOT WATER PIPES 30" MIN 19" DEPTH KNEE CLEARANCE SECTION ]PLAN SINK PLAN & SECTION SCALE: SCALE: 1/2"=V-0" NOTE: 5" MAX. ILLUSTRATIONS SHOWN HERE/ENTIFY R DIMENSIONAL ACCESSIBILITY SES ONLY. A SECOND DRINKING FOUNTAIN D BE PROVIDED AT A MOUNTING HEUITABLE PERSONS WITH LIMITED PHYSNDIN ABILITY, ADJACENT TO THE ACLE 0 FOUNTAIN, MAINTAINING MINIE NCES z NOTED AND AS REQUIRED. PRXTURED L ° AREA OF CONTRASTING COLOENTIFY0;WATER FOUNTAIN LOCATION. OUNTAIN ISIN 18' ATAN INTERIOR LOCATION, TURED AREA z 4^41 SHALL ALSO BE OF DIFFERE RESILIENCY THAN 6iMgX THAT OF THE ADJACENT F OR SURFACE FINISH. I � N LC I Hi- FOUNTAIN DESIGN A. DRINKING FOUNTAINS ARE LOCATED OMPLETELY WITHIN ALCOVE , POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIO DSO NOT TO ENCROAC INTO PEDESTRIAN WAYS. CBC 1117B.1.2 B. IF LOCATED IN AN ALCOVE, THE ALCOVE IS T LESS THAN 3 ' WIDE X 18" DEEP. CBC 1117B.1.3 C. WING WALLS PROJECT OUT FROM THE SUPPOR NG WA AT LEAST AS FAR AS DRINKING FOUNTAIN TO WITHIN 6" OF THE SURFACE OF THE PATH OF T VE . CBC 1117B.1.3 D. A MINIMUM OF 32" OF CLEARANCE IS PROVIDED BE N WING WALLS. CBC 117B.1.3 E. A CLEAR FLOOR SPACE AT LEAST 30" WIDE BY " DEEP IS OVIDED IN FRONT OF DRINKING FOUNTAIN TO ALLOW FORWARD APPROACH. CBC 1117B..2 AT HI-LO FO TAINS, THE 30" X 48" CLEAR SPACE IS CENTERED ON THE LOW (WHEELCHAIR ACCESSIBL UNIT. CBC 1117B.1- F. THE FOUNTAIN IS A MINIMUM OF 18" A A MAXIMUM OF 19". CBC 1 7B.1.2 G. CLEAR AND UNOBSTRUCTED KNE SPACE THAT IS A MINIMUM OF 27" H H BY 8" DEEP BY 30" WIDE IS PROVIDED UNDER THE FOUNT (MEASURED FROM FRONT EDGE). CBC 17B.1.2 H. UNOBSTRUCTED TOE CLEA NCE THAT IS A MINIMUM OFT HIGH BY 17" DEE ROM THE FRONT EDGE OF THE FOUNTAIN IS PRO ED. CBC 1117B.1.2 L LEVER OR PUSH BAR PE CONTROL IS LOCATED 6" MAXIMUM FROM THE FRONTED CBC 1117B.1.2 J. BUBBLER OUTLE S LOCATED 36" MAXIMUM FROM FLOOR. CBC 1117B.1.4 K. ON AN ACCE IBLE DRINKING FOUNTAIN WITH AROUND OR OVAL BOWL, THE SPOUT IS POSI ONED SO THE FL OF WATER IS WITHIN 3" OF THE FRONT EDGE OF THE FOUNTAIN. CBC 1117B.1.4 L. BUBB OUTLET IS LOCATED 36" MAXIMUM HEIGHT FROM THE FLOOR. CBC 1117.B.1.4 M. S EAM FROM BUBBLER IS SUBSTANTIALLY PARALLEL TO FRONT EDGE. CBC 1117B.1.4 STREAM FROM BUBBLER IS A MINIMUM OF 4" HIGH. CBC 1117B.1.5 0. THE FORCE REQUIRED TO ACTIVATE CONTROLS DOES NOT EXCEED 5LBF CBC 1117B.1.4 HI-LO DRINKING FOUNTAIN 1 SCALE:N.T.S. v � G 1/2" RADIUS MA �1/2" BEVEL MAX. RADIUS SING BEVELED NOSING ACCEPTABLE STAIR NOSING STAIR DETAILS SCALE: N.T.S HANDRAILS MUST EXTEND A MINIMUM OF 12" OF LEVEL DISTANCE (PARALLEL TO LANDING SURFACE) BEYOND TOP AND BOTTOM OF THE RAMP ENDS THE RAMP ENDS BEFORE THEY ARE RETURN GUIDE CURB OR WARNING CURB POST @ 5-0" O.C. MAX--, VARIES VARIES (30' MAX. 60" MIN. 72" MIN. AT LEAST AS WIDE AS RAMP RU STRAIGHT RAMP RUN VARIES (30' 72" MIN. I i AT LEAST AS WIDE AS RAMP RU 30" MAX. RISE (TYP.) 51 VARIES (30' MAX. VARIES (3U MAX.) 60" MIN 72" MIN, 60" MIN. LANDING- 30" MAX. RISE (TYP. 1 C C) 0 Z 0 12" TW = EAD WIDTH TW J� 1"I TOP LANDING O TW + 12" MIN. a oLL 00U) X '? Z VISUAL WARNING RIPS SHALL BE 2" < a,LL MIN. WIDTH A INSTALLED 1" MAX. FROM ED OF THE TOP AND BOTTOM TREA OF INTERIOR STAIRS, AND ON BOTTOM LANDING AL READS OF EXTERIOR STAI 4-6 14 PERI 1 /4 M 1 1 /2 NON -CIRCULAR CROSS SECTION z 1 1/2 MIN - 2 MAX CIRCULAR CROSS SECTION CLEARANCE & GRIPPING SURFACES GUARD RAIL IN ACCORDANCE WITH CBC 1015. 48" MIN. M M WHEN DOOR SWINGS ONTO LANDING: 42" MIN. 60"MIN. PLUS DOOR WIDT 60" MIN. 60" MIN. 30" MAX. RISE (TYP.) WHEN DOOR SWI ONTO LANDING: 2 US DOOR WID 60" M 72" MIN WHEN DOOR SWINGS ONTO LANDING: 42" MIN. 60" MIN. PLUS DOOR WIDT 60" MIN. INTERMEDIATE PLATFORM 72" MIN. INTERMEDIATE TURNING POSITION AT LEAST AS WIDE AS RAMP RUN RAMP WITH TURNING PLATFORM GENERAL RAMP REQUIREMENTS 11 SCALE:N.T.S. WIDTH MUST BE A MINIMUM OF 0" WHEN SERVING AN OCCUPA Y 300 OR MORE 1-1/4" TO 1-1/2" DIA. HANDRAIL AT RAMPS EDGE PROTECTIO - IN FORM OF 00 A BARRIER, 2" HI CURB OR 6" HIGH WARNING URB (WHERE A 4" M FOR MORE) DR P OCCURS. <4"AND< 0" �48" MIN. ADJ ENT HAZARD �C RAMP SECTION 2.35" NOTES: 1. DETECTABLE WARNING COLOR: o OO @ @ YELLOW M 2. MATERIAL USED SHALL BE N o O O O RECESSED INTO WALKING SURFACE TRUNCATED DOMES TYP 48" 60" LINE OF FRONT 1 10 MIN. TyP. OF REQ'D PARKING SPAC a h 1:10 MAX. SLOPE "�" (TYPICAL ZI v z 1:12 SLOPE MAX. TYP. LINE OF OBSTRUCTION OR EDGE OF WALK AREA AS OCCURS, TY . 24 MIN. OF 4'-0" 48 MIN. MIN. STRAIGHT PLTR. aae eo.,° PLTR. r, Z WALK P. 1 AREA 1 PAINT CURB SAF TY YELLOW (2 COATS TYP. NOTE: SURFACE WILL EQUIRE 36" SECTION OF TRUNCAT DOMES IF LANDING SURFACE ADJO S VEHICULAR TRAFFIC WAY. SEE DETAIL " 1 12P MI 0o Z DN. DN. v 2% LINE OF OBSTRUCTION OR EDGE OF WALK AREA, AS OCCURS, TYP. NOTE: 1. 1. SHADED AREAS OF RAMP MUST HAVE DETECTABLE WARNING SURFACE CROSS SL E OF LANDING 2.2. AREAS SHALL NOT EXCEED 2% IN ANY DIRECTION. FAI RAMP WITH TURNING PLATFORM T-0" AgCESSIBLE SYMBOL 5 SCAL N.T.S. 12'-0"(MIN.) 1/2" RADIUS HANDICAPPED BLUE COLOR, BACKGROUND #15090 FED. STD. 595C OR EQ. WHITE HIGHWAY PAINT 2 COATS, 3" WIDE TYP. 0 WHITE ON BLUE BACKGROUN NOTES: 1. SIGN TO BE REFLECTORIZED P RCELAIN STEEL. 2. BOTTOM OF SIGN TO BE +80" A VE FINISHED SURFACE WHEN LOCAT D IN THE PATH OF TRAVEL. 3. SIGN TO CONFORM TO ALL CUR R NT, FEDERAL, STATE, LOCAL COD AND / OR REGULATIONS. 4. ARROW SHALL POINT IN THE DIRE TION OF THE PATH OF TRAVEL ACCESSIBL PATH OF TR VEL 4 SCALE:NTS 17" (MIN.) 24" RECOMMENDED N ES: UNAUTHORIZED VEHICLES PARKED IN DESIGNATED 1 ACCESSIBLE SPACES NOT DISPLAYING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH o DISABILITIES WILL BE TOWED o AWAY AT THE OWNER'S z w EXPENSE. g O NW TOWED VEHICLES �w MAY BE RECLAIMED AT: (REFER TO NOTE #5) 1. IGN TO BE REFLECTORIZED PORCELAIN STEEL WITH A BEADED TEXT. BOTTOM OF SIGN TO BE +80" ABOVE FINISHED SURFACE WHEN LOCATED IN A PATH OF TRAVEL. 3. SIGN TO CONFORM TO ALL CURRENT, FEDERAL, STATE, LOCAL CODES AND / OR REGULATIONS. 4. SIGN TO BE PROVIDED AT ALL ENTRY DRIVEWAYS. 5. CITY OF XX POLICE DEPARTMENT OR BY CALLING: (XXX) XXX-XXXX. SIGN LETTERING SHALL BE NOT LESS THAN 1" IN HEIGHT. UNAUTHORIZEq VEHIC4E WARNING SIGNS 3 SCALE: NTS 1. SIG TO BE REFLECTORIZED POR ELAIN STEEL WITH A BEADED TEX WHITE ON BLUE 2. SIGN BE CENTERED BACKGROUND INTHE INTER R END OF PARKING SPACE. 3. BOTTO OF SIGN TO BE +80" ABOVE TYPICAL FINISH SURFACE WHEN LOCATED PA KING IN A PA OF TRAVEL. N LY 4. SIGN TO ONFORM TO ALL CURREN ,FEDERAL,STATE,LOCAL CODES A D / OR REGULATIONS. 1/2" RADIUS 5. SIGN TO B PROVIDED AT ALL TYPICAL PARKING S ACES RESERVED FOR PERSONS TH DISABILITIES. /I I N I M U M 6. AREA OF TH SIGN(S) IS NOT N E $250 SMALLER TH N 70 SQUARE INCHES. VAN ACCESSIBLE SIGN WHERE APPLICABLE V N ACCESSIBLE ACC SSIBLE PARKING STALL SIGNAGE 2 SCALE: NT CAR OVERHANG LINE / q WHERE OCCURS, SEE SITE ' 11B RUNCATED PLAN. / '1"' D MES-SEE DET. w q v DPARKING SIG DET. SIG -SEE ---- _ --- M 4'-0" LONG 04 BLUE PAINTED C RB CONCRETE AT HANDICAPPE WHEEL STOP STALL ONLY 4 1 4" WIDE, PAINTED CO ' BLUE STRIPES. EQUAL EQUAL TYP. P. CONC. CURB, TYP.-SE SITE 6'. KIN PARKIN PLAN AND CIVIL DWG' FOR PROFILE REQUIRED �� ACCESSIBLE SYMBOL -SEE ALIGN, TYPICAL DETAIL.......... 5 SEE SITE PLAN FOR 12" HIGH LETTE STALL(S) INDICATING "N PARKING," CONFIGURATION. PAINT 2 COATS TRAFFIC 12'-0" 5'-0" 9'-0" WHITE VAN STALL STANDARD STALL CCESSIBLE PARKING STALL 1 CALE:NTS CITY OF SANTA ANA inning and Building Agency F R E W� 9 O Mac o er I `dERALD P. NOE E� Da �: ARCHITECT z n 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com I CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED z ARCHITECT OF RECORD: QTHOMAS R. GERBO ir CALIFORNIA REGISTRATION NO. C22130 w U) ~ ��SED ARCh,�T LLO o_A W } No. C22130 z Ren. 09/30/27 Q ww z J IL O U w 0 O U O z z z 10-03-2025 _#O& w REVISIONS: H z z NO. DATE DESCRIPTION BY (D U7 w 0 w z O U O H z_ CLIENT NAME: C BCAL CONSTRUCTION, INC v7 2 CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: Aff Olk 7447 INTERIOR Pizza a UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ACCESSIBILITY D ETAI LS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. SHEET 9 OF 9 L I C E N S E N O . E X P . D A T E AR C H I T E C T : OR A N G E C O U N T Y F I R E A U T H O R I T Y CO M M U N I T Y R I S K R E D U C T I O N - P L A N N I N G A N D D E V E L O P M E N T S E C T I O N CH E C K E D : DA T E : SC A L E : 4 3 2 1 NO . DA T E DE S I G N E D : DR A W N : 7 6 5 SHEET SERVICE REQUEST NUMBER 1 ARCHITECTURAL PLANS ORANGE COUNTY FIRE AUTHORITY VICINITY MAP OCFA STAMP O C F A R E V I E W A N D I N S P E C T I O N S ( O C F A U S E O N L Y ) NO O C F A R E V I E W R E Q U I R E D PL A N R E V I E W O N L Y PL A N R E V I E W A N D I N S P E C T I O N OCFA STANDARD ARCHITECTURAL NOTES RE V I S E D 6 / 2 / 2 0 2 0 J A H INSTRUCTIONS FOR APPLICANT 1.FILL IN ALL APPLICABLE INFORMATION BELOW 2. FILL IN ALL APPLICABLE BUBBLES 3.ADD LOCATION MAP SHOWING NEAREST CROSS STREETS PROVIDING FIRE DEPARTMENT ACCESS. 4.ARCHITECTURAL SUBMITTALS TO OCFA REQUIRE COMPLETE ARCHITECTURAL SHEETS INCLUDING EGRESS ANALYSIS AND DOOR SCHEDULE AS WELL ELECTRICAL SHEETS TO BE SUBMITTED FOR REVIEW. 301 North Tustin Blvd., Suite D - Santa Ana, CA 92705 400-032-02 & 400-032-03 Santa Ana 2022 California Building Code 1st time interior up-fit of newly constructed multi-tenant building. 1,100 1 24'-0" l l l l 1 hour l l l l l l l l l l l l l l INSERT SR City of Santa Ana, California Thomas R. Gerbo, Architect Kyle Henry 4547 E. Fort Lowell Road - Suite 421 Tucson AZ 85712 864.814.7473 Kyle@GPNArchitecture.com 714.842.4453 Huntington Beach CA 92647 16061 Beach Blvd. Russell Fischer Partnership Marco's Pizza #7447 Venkat Chainuru 201.214.0516 venkat.chainuru@gmail.com Ma r c o ' s P i z z a # 7 4 4 7 - 3 0 1 N o r t h T u s t i n B l v d . , S u i t e D - S a n t a A n a , C a l i f o r n i a 9 2 7 0 5 DK H DK H TR G 06 / 2 3 / 2 0 2 5 NA 4TH STREET TU S T I N A V E Th o m a s R . G e r b o C2 2 1 3 0 09 / 3 0 / 2 0 2 5 CITY OF SANTA ANA inning and Building Agency TO N 1. Five pounds per square foot (psf), 7.5 psf, and 10 psf loads have not been reduced f6r strength or deflection chi full lateral tmd i-s applied. 2. Web crippling check based on 1" end be0r.+n4.o I n Qr�� 3. Limiting heights are based on studs braced at maximum spacing of 48" oc . bracing can be placed at a greater distlance if deflection corftrols (d), maxirTflim brace spacing i5 (iii unctRr Lbr. 4. See page 5 for additional table notes. Ofl F'y L. SWUQ Spacing Sp sf 7.5 psf 10 Pi (in) (In) 0c um 11.br I UM Lbr U360 Lbr LM20 W U240 Lbr 113fi0 Lkw LM29 Lbr L1240 Lbr UU0 Lbr i 162S125-18 33 29-0 12� 16 -=- ) 'rrs:_� 11i10' d [ 159)n . ' 73) (5 8 -i' 14 (5 •0-d.- I 0 i4 }� {4 ' � (6 {6i -5�" f- 4fi� � (4 -5" tt" (-I 48) (4�J 5'� (48) -mod- (at 4'�� (55� 24(48} jf"�, (48 'S' (61}� J4,�10'I1 {48'j1�4'1+0"1 {d81, '�'d-(53 �d' 'f (48J_14'2'f-1("I (48) 12 11' 1.1 (481 9' 0' d (78) 7' 10' d (92) 9' 0' f (491 7' 10' d (70) 6' 10" d (84) 1' 10' f (481 7' 1' d 164) _J'2"1 6' 3- d (791 162S125-27 33 29.1 16 T 7' if (48) 6' 2« d (73) 7' 2' d (87) 7' 10' f (48) 7-I'd (64) 6' 3' d (79) 6-9-1 1 6' 6' d (571 To' d (?5) 24 7' 10' f (48) ?-I'd (64J 6' 3' d (79) 6' S' f (48) 6` 3- d (53) 5' 5" d (73) 5' 6' f (48) 5' 6' f (48) 4' IV d (671 1162S125.30 33 29:2 12 1j 11' 8J (51} 48) q 3` $' 5' (81) "1 (7 ' (98 1� 8" f (48) 8' 1' s1 (74) 7' t' I B'4�f (48 r `4i' (71 'gild (69) (83� 6' •1' f 7�` `f (48y (48J T; `Id $"Jd 701 r 63)J 6' S' �$3) S'ti0 I- 78j IIIIIl 1� 6 l_ 714" d r 7 « 3 } 104 6 ' 1 ( (�() 76 It 1- 48 () 10�d- r) S� e� T2 12 12' 0' d (60) 9' 7' d (85) 8' 4d (105) 10' S' f (48) 8' 4" d (70) 7' 4' d - (95) 9-0-1 (481 7" 7' d (731 6' 8' d (88) 162S 125.33 33 292 18 1911' d (501 8' 8' d (801 7' I'd (96) w 0" f (48) 7" T d (73) 6 $' d (68) 7' 9' if (48) 6' 1'd (68) 6' 0' d 1821 24 9' 0' f 46 7' 7' d (731 6' 8' d 6 7' 4' f 48 6' 8' d 6 S' 10" d 11 t 48) 6' 0' d (501 5' 3' d (75) 12 11�1-{¢8) t0"-S"d (57) (89}n 5' (48) (49j '�_d-(64 - (48) 8' 48J Ti 59) 25-18 33 2' 111 10 8) ' a {52} BT d �, (65)I '2'iJ (40 )1(q8) '� ' ' (59(48) , " 6} 6' 154) 4� 2 (4$) 8- {48) 6' dl (59jIJ 6" 8' f (48) 6' $' f (4A) 6` d (52riF119tf - (48)- 5' 9" 4 f 46j 12 14' 10' t (48) 12' 5' d (70) 10' 10' d (81) 12-1-1 (48) 10' 10" d (63) 9' 6' d (75) 10, 6' if (48) 9'" 10' d (571 8' 7' d (72) 250S125.27 33 28.9 16 12' 10' f (48) 11' 8' d (651 9' 11' d (77) 10' 6' f (48) 9' 10' d (57) 8' 7- d (72) 9' 1' f (46) 8' 11' d (50) 7' 10' d (67) 24 10' 6' f (48) 9' 10' d (57) 8' 7- d (72) 8-7-1 (48) 8' 7' f (48) Tall d (65) 7' 5` f (48) 7-5-1 (48) 6' 10" d (60) 50S125 30 33 28; 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denotes flexural controlled. Complies with 2009, 2012 and 2015 IBC www.SSM.A.'com 23 19,01,1V w a 0 F oer IDGERALD P. NOE a ; ARCHITECT L J z O w U z Q J IL 0 U LU 0 O U If O 0 z Q U) z O F z w z z CD U) w 0 w z O U O U) z Q 0 U) E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ED ARc JG OOPS R. GF�_ �z 0 No. C22130 Ren. 09/30/27 CAS 04-1 6-2026 REVISIONS: NO. DATE DESCRIPTION BY ZL04-16-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR PIZZA UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: SPAN TABLE PROJECT NUMBER 25-034 DATE 06-12-2025 A-1 .3 SHEET 3 OF 12 CITY OF SANTA ANA inning and Building Agency DASHED LINES TO BE DEMOLISHED, SEE DEMOLITION NOTES SOLID LINES TO REMAIN CONTRACTOR SHALL APPLY SOIL TREATMENT AS REQUIRED AT ALL DRILL AND EPDXY #5 x 16" TRENCHING AND SLAB LONG SMOOTH BARS 8" MIN. REPLACEMENT INTO EXISTING SLAB SPACED U, AT 16" O.C. w z EXISTING CONC. SLAB EXISTING SLAB TEENCH WIDTH AS NEEDED EXISTING SLAB 8" 8" Q VAPOR BARRIER W/ MIN. OF 6" EXISTING CRUSHED STONE AND/OR LAP @ EXISTING AREAS COMPACTED SELECT FILL SLAB REPLACEMENT DETAIL SLAB / DEMO PLAN 1 /4" = V-0" GENERAL DEMOLITION NOTES A. B. C. D. E. F. G. H. I. J. K. L. M. N. 0. P. Q. R. S. COORDINATE ALL DEMOLITION WITH PJI CONSTRUCTION PROJECT MANAGER. ALL DEMOLITION WORK TO COMPLY WITH CONSTRUCTION PROCEDURE AND REGULATIONS AS SET FORTH BY LOCATION IN WHICH WORK IS BEING DONE. VERIFY ALL DEMOLITION DIMENSIONS PRIOR TO DEMOLITION AND COORDINATE VERIFIED DIMENSIONS WITH NEW WORK. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES DISCOVERED INCLUDING THE NEED TO RELOCATE ITEMS SUCH AS LIGHT SWITCHES, FIRE ALARMS, EXIT LIGHTS, OUTLETS, ETC. NOT SHOWN ON DRAWINGS. DISCREPANCIES SHALL BE RESOLVED PRIOR TO BEGINNING DEMOLITION WORK. THE CONTRACTOR SHALL REFER TO AND COORDINATE WITH THE MEP DRAWINGS FOR RELATED DEMOLITION WORK. THE PURPOSE OF THESE DEMOLITION PLANS, AS MADE PART OF THE CONTRACT DOCUMENTS, IS TO GIVE THE GENERAL CONTRACTOR A GENERAL IDEA AS TO THE SCOPE OF ARCHITECTURAL DEMOLITION WORK REQUIRED. THE CONTRACTORS SHALL VISIT THE FACILITY, THOROUGHLY EVALUATE THE EXISTING FACILITY AGAINST THE DRAWINGS AND ACTUAL SITE CONDITIONS. REVIEW ALL CONTRACT DOCUMENTS AND ARRIVE AT THE SCOPE OF DEMOLITION WORK REQUIRE TO ACHIEVE THE INTENDED RESULTS AND FINISHED PRODUCT. ALL DEMOLITION WORK SHALL BE INCLUDED IN THE BASE SCOPE OF WORK. NOTIFY THE APPROPRIATE UTILITY LOCATION SERVICE PRIOR TO ANY SITE EXCAVATION OR TRENCHING THE OWNER SHALL HAVE FIRST RIGHT OF REFUSAL ON ALL MATERIAL AND ITEMS TO BE REMOVED. ITEMS IDENTIFIED BY THE OWNER TO BE SALVAGED AND TURNED OVER TO THE OWNER ARE TO BE REMOVED BY THE GENERAL CONTRACTOR AND DELIVERED TO A MUTUALLY AGREED UPON LOCATION ON THE JOB SITE. REMOVE ITEMS IN SUCH A WAY AS TO NEITHER DAMAGE ADJACENT MATERIALS NOR COMPROMISE THE STRUCTURAL INTEGRITY OF EXISTING BUILDING. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING AND SHORING OF EXISTING CONSTRUCTION AS REQUIRED TO PERFORM THE PRESCRIBED WORK. THE CONTRACTOR SHALL ENGAGE THE SERVICES OF AN ENGINEER, AT THE CONTRACTOR'S EXPENSE. ALL HOLES AND OPENINGS IN FLOOR SLABS AS A RESULT OF EXISTING MECHANICAL, PLUMBING, OR ELECTRICAL UTILITY REMOVAL ARE TO BE FILLED IN. ALL DEPRESSIONS ARE TO BE LEVELED UNLESS INDICATED OTHERWISE. ALL ABANDONED, NONESSENTIAL OR OTHERWISE NOT SPECIFICALLY SHOWN TO BE REUSED, MECHANICAL, PLUMBING, OR ELECTRICAL UTILITIES THAT ARE EXPOSED AFTER THE CEILING OR WALL REMOVAL, ARE TO BE REMOVED AND CAPPED AT POINT OF ORIGIN. CONSULT ARCHITECT IF QUESTIONS ARISE AS TO WHETHER A SERVICE IS TO BE ABANDONED OR IS TO REMAIN. COORDINATE WITH FIELD CONDITIONS AND PROJECT AND FACILITY MANAGERS. COVER RETURN AIR DUCTS AS NECESSARY BEFORE AND DURING CONSTRUCTION. UNITS WITH COVERED RETURN GRILLS ARE TO BE TURNED OFF. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING PORTIONS OF THE BUILDING TO REMAIN. THE CONTRACTOR WILL BE RESPONSIBLE FOR ALL DAMAGES TO THE EXISTING PORTIONS OF THE BUILDING TO REMAIN, WHICH ARE CAUSED BY THE CONTRACTOR, OR CONTRACTORS THE CONTRACTOR SHALL MAINTAIN ALL EXISTING FIRE EQUIPMENT, EMERGENCY LIGHTING, EXITING, SECURITY, AND ALARMS FOR THE ENTIRE SITE. ANY VARIATIONS OF EXISTING SYSTEMS SHALL BE COORDINATED WITH THE OWNER. ALL ISSUES REGARDING PUBLIC SAFETY, AND MUST TAKE ALL NECESSARY PRECAUTIONS PRESCRIBED BY ALL LAWS, ORDINANCES, CODES, REGULATIONS AND ALL AUTHORITIES HAVING JURISDICTION TO PREVENT INJURY TO ANY PERSONS ON, ABOUT, OR ADJACENT TO THE CONSTRUCTION SITE. THE CONTRACTOR SHALL IMMEDIATELY REPORT THE DISCOVERY OR SUSPICION OF OR THE PRESENCE OF ANY HAZARDOUS MATERIALS TO THE OWNER PRIOR TO PROCEEDING WITH DEMOLITION WORK. THE PURPOSE OF THE DEMOLITION DRAWINGS ARE STRICTLY LIMITED TO GENERALLY INDICATING AREAS AND/ OR ITEMS TO BE REMOVED. THE CONTRACTOR IS ENTIRELY RESPONSIBLE FOR THE MEANS, METHODS, SEQUENCE AND EXACT EXTENT OF DEMOLITION NEEDED FOR NEW CONSTRUCTION. ALL FURNISHINGS SHALL BE REMOVED BY OWNER PRIOR TO DEMOLITION PROCEDURES. WHEREVER EXISTING EQUIPMENT, PIPING, DUCTS, ETC., ARE REQUIRED TO BE REMOVED, SUCH REMOVAL SHALL INCLUDE ALL ANCHORS, HANGERS, FOUNDATIONS, ETC. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE REGULAR REMOVAL OF ALL WASTE MATERIAL FROM THE PROJECT SITE. ALL AREAS ADJACENT TO THE DEMOLITION ARE SHALL BE KEPT CLEAN. ALL DEMOLITION AREAS SHALL BE CLEANED AND READY FOR NEW CONSTRUCTION AT THE END OF THE DEMOLITION. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. ALL ITEMS AND MATERIALS REMOVED FROM THE SITE SHALL BE DISPOSED OF AS SPECIFIED. ON SITE BURNING IS PROHIBITED. DEMO PLAN KEYNOTE LEGEND OX 1. EXISTING WALL TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION. 2. EXISTING STOREFRONT / WINDOW / DOOR TO REMAIN. PROTECT DURING DEMOLITION AND CONSTRUCTION. 3. DEMO HATCHED FLOOR SLAB AREAS TO ACCOMMODATE NEW PLUMBING SYSTEM, DATA CONDUIT & ELECTRICAL CIRCUITS AND REPLACE PER 2/A-0.1. vi z 0 F IV er ID- GERALD P. NOE aFARCHITECT v 4 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 SE0 ARC R. GF /TF 7� No. C22130 k'\1n. 09/30/27 �Q- 01-29-2026 REVISIONS: NO. DATE DESCRIPTION BY A10-03-2025 PLAN REVIEW COMMENTS DKH Al2-26-2025 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR PIZZA ® UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: SLAB / DEMO PLAN PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A -Om 1 SHEET 1 OF 12 CITY OF SANTA ANA inning and Building Agency DOOR SCHEDULE DOOR FRAME HARDWARE TYPE SIZE FINISH TYPE FINISH SET MARK WIDTH HEIGHT THICKNESS NOTES 101E A PR 3'-0" 7'-011 - - EXISTING EXISTING EXISTING EXISTING 1, 4 102E B 3'-0" 7'-0" - - P-1 EXISTING P-1 EXISTING 1, 2, 3 103 C 3'-0" 7'-0" 1 3/4" P-1 H.M. P-1 2 2, 3 NOTES: 1. EXISTING DOOR TO REMAIN. 2. PAINT DOOR, REFER TO INTERIOR ELEVATIONS. 3. PAINT FRAME, REFER TO INTERIOR ELEVATIONS. 4. PROVIDE LETTERING ON DOOR GLASS ABOVE HANDLE READING "DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS." 5. 1" TEMPERED INSULATED GLAZING TO MATCH EXISTING & DOOR FRAME & FINISH TO MATCH EXISTING 6. ELIASON SCP-3 (OR EQUAL) IN GYP. BD. FRAME W/ ACRYLIC VIEW PANEL, STAINLESS STEEL FINISH & ALL HARDWARE IS PROVIDED BY MANUFACTURER 7. HOLLOW METAL FRAME ONLY DOOR HARDWARE SCHEDULE SET NO. 1 EXTERIOR - FRONT SET NO.3 EXTERIOR - DRIVER'S DOOR 3 BUTT HINGES EXISTING 3 BUTT HINGES STANLEY FBB179 4 1/2" x 4 1/2" X NRP CLOSER EXISTING CLOSER CORBIN RUSSWIN DC2210 THRESHOLD EXISTING THRESHOLD NATIONAL GUARD PRODUCTS 424 - 36" x 1/2" x 4" WEATHER STRIPS EXISTING WEATHER STRIPS NATIONAL GUARD PRODUCTS 134N5 - 3070 DOOR SWEEP EXISTING DOOR SWEEP NATIONAL GUARD PRODUCTS 198N - 36 DRIP CAP EXISTING DRIP CAP NATIONAL GUARD PRODUCTS 16AD - 40 LOCKSET EXISTING LOCKSET INTERIOR LEVER LATCH W/ LEVER ACTIVATED DEADBOLT LATCH GUARD EXISTING LATCH GUARD SET NO.2 RESTROOM ALARM 3 STANDARD HINGES MCKINNY, MPB79 4-1/2"X4-1/2" US10B SURFACE CLOSER DORMA 38616 AF86P FC 690 DOOR HANDLE FALCON B101S GRADE 2 LEVER PRIVACY SET SET NO. 4 OFFICE DEADBOLT -- 3 STANDARD HINGES MCKINNY, MPB79 4-1/2"X4-1/2" US10B KICK PLATE ROCKWOOD #K1050 12"X34° SURFACE CLOSER DORMA 38616 AF86P FC 690 WALL DOOR STOP ROCKWOOD #477 US26D DOOR HANDLE FALCON B101S GRADE 2 LEVER SET DOOR SILENCER ROCKWOOD #608 SILENCER KICK PLATE ROCKWOOD #K1050 12"X34" WALL DOOR STOP ROCKWOOD #477 US26D DOOR SILENCER ROCKWOOD #608 SILENCER NOTES: 1. DOOR HARDWARE SCHEDULE FOR REFERENCE ONLY. SEE DOOR SCHEDULE FOR ADDITIONAL INFORMATION. 2. ADJUST OPENING AND CLOSING FORCE FOR ALL CLOSERS TO MEET ADA REQUIREMENTS. 3. DOORS SHALL MEET THE ADA REQUIREMENTS FOR THRESHOLDS AND DOOR HARDWARE. 4. STANDARD FINISH FOR ALL HARDWARE TO BE 626 SATIN CHROME. 5. EXTERIOR DOOR SHALL BE MASTER KEYED. 6. PROVIDE EXTRA HEAVY DUTY EXIT DEVICE & KICK PLATE AT DRIVERS' EXIT DOOR. 7. ALL HAND ACTIVATED DOOR HARDWARE SHALL BE LOCATED BETWEEN 34" & 44". 8. THE MAXIMUM EFFORT TO OPERATE ALL DOORS SHALL NOT EXCEED 5 POUNDS. An DOOR SPECIFICATION TYPE DESCRIPTION SPECIFICATION FINISH q ALUMINUM SOLID CORE W/ FULL LIGHT EXISTING ALUMINUM STOREFRONT EXISTING B HOLLOW CORE METAL DOOR WELDED HOLLOW METAL FRAME & INSULATED HOLLOW METAL DOOR P-1 C SOLID CORE WOOD DOOR CPD-PC - PREMIUM DOOR, HARDWOOD EDGES; FLUSH PANEL; BONDED PARTICLE CORE SEE INTERIOR ELEVATIONS DOOR TYPES SEE SCHEDULE SEE SCHEDULE 5't(- 5" w J 0 w o U I V) (� w o V) I ALUM. SOLID HOLLOW CORE W/ CORE METAL FULL LIGHT DOOR O 0 I SEE SCHEDULE � SOLID CORE WOOD DOOR 0 I I� FRAME, SEE SCHEDULE O 3'- 0" 0 f� DBL. KITCHEN DOOR O NEW PRE -FABRICATED WALK-IN COOLER (LA - RESEARCH REPORT: RR 25747) W/ STAINLESS STEEL CLOSURE STRIPS AT THE WALLS FROM THE FLOOR TO THE CEILING. CONTRACTOR & PERMIT OFFICE SHALL REFERENCE SUPPLEMENTAL DRAWINGS PREPARED BY YUN JAE SHIN, PE. FOR COMPLETE DETAILS TO INCLUDE SIZE OF WALL & CEILING PANELS, PANEL REPORT AND CONSTRUCTION DETAILS. 11 CONTRACTOR SHALL INSTALL WALK-IN WITH A MINIMUM OF 2" CLEARANCE TO GYPSUM BOARD WALLS. SEE DETAIL 5 I A-3.0 FOR CORNER DETAILS. FAN TYPE I HOOD WI CONTRACTOR PROVIDED & INSTALLED FIRE SUPPRESSION SYSTEM II SEE MECHANICAL. THE EXHAUST DUCT SHALL BE WRAPPED WITH (2) LAYERS OF 1.5" THICK FIRE WRAP (ICC REPORT NUMBER: ICC-ES-ESR-1255) TO CREATE A 2-HOUR ENCLOSURE. THE ENTIRE LENGTH OF THE DUCTWORK. SEE DETAIL 7 & 8 ON SHEET cn M-2.0 FOR ADDITIONAL DETAILS AND PRODUCT EXISTING 1 HR. FIRE BARRIER 11 ALL PENETRATION SHALL BE IN ACCORDANCE WITH UL DETAILS. THE CONTRACTOR SHALL PERMANENTLY LABEL EACH SIDE OF THE DEMISING WALL ABOVE THE CEILINGS W/ 2" HIGH LETTERS AND SPACED EVERY 12'-0". THE FOLLOWING WORDING IS RECOMMENDED "1 HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS" GYPSUM BOARD SOFFIT ABOVE 11 SEE CEILING PLAN SEE ENLARGED PLAN & DETAILS ON A-4.1 231 .J I m m m ZD w WAITING AREA 100 PRIOR TO MOUNTING FIRE EXTINGUISHER(S) THE CONTRACTOR SHALL CONFIRM PREFERRED LOCATION WITH FIRE MARSHAL. EXISTING FRONT DOOR COMPLIES WITH CALIFORNIA GREEN BUILDING CODE SECTION 5.407 WI EXISTING AWNING PROTECTION EXCEEDING 4 FEET IN DEPTH AND NON -ABSORBENT FLOOR & WALL FINISHES IN EXCESS OF 2 FEET AROUND AND PERPENDICULAR TO THE OPENING FAI A THIS IS AN EXISTING HOLLOW METAL DOOR WI AN IT-5 1/2" * EXISTING PANIC HARDWARE DEVICE TO REMAIN " 7'-F 9'-101/8" VERIFY W/ EQ. SUBMITTALS 102 I I 13 I WALK-IN COOLER I 103 L LI - J AZY T-6112" M A 13_y 7'-10" I �5A T-8" 6-111/2" 2 KITCHEN Uj Cc 102 13 ---� I I I v 7 A-4.2 N 13 6bo A-42 I L 0 I I I II = -J N 6-4' T-91 /4" 1' 10" 5'-21 /4" 8 A-4.2 13 9 ti 3 i,�_ �T-111/2" 6'-10" o I o SERVICE AREA, 101 F_ O O__ O � III c? 3A 3 `� � DI I 2 - - �- 3A / \ I I -11" I T-101/2" 5 I\ \ L 30" x 48" CLEAR J I 10 \` I I A4.2 3--N I \ - 2 A-4.2 1 3A 5 101 7'-4" * 10'-0" Ir 1 T-51 /2" It w Ln 0 Ln THIS DOOR IS OPERATIONAL FROM EACH SIDE AND PROVIDES EGRESS TO THE PUBLIC WAY. NEW ELECTRICAL PANEL "A" II SEE ELECTRICAL SEE 4/A-5.3 FOR CAR TOPPER MOUNTING DETAIL 24"x24" FLOOR MOUNTED MOP BASIN SEE PLUMBING FLOOR DRAIN 11 SEE PLUMBING FLOOR SINK 11 SEE PLUMBING WALL MOUNTED NATURAL GAS TANKLESS WATER HEATER(S) 11 SEE PLUMBING A SIGN CLEARLY STATING THAT SMOKING IS PROHIBITED SHALL BE CONSPICUOUSLY POSTED BY THE BUILDING OWNER, AGENT, OPERATOR, PERSON IN CHARGE OR PROPRIETOR AT EACH ENTRANCE OR IN A POSITION CLEARLY VISIBLE UPON ENTRY INTO THE BUILDING. ACCEPTABLE SIGNS SHALL DISPLAY EITHER "NO SMOKING" OR THE INTERNATIONAL "NO SMOKING SYMBOL (CONSISTING OF A PICTORIAL REPRESENTATION OF A BURNING CIGARETTE ENCLOSED IN A RED CIRCLE WITH A RED BAR ACROSS IT). ALL BUSINESS TRANSACTION AREAS MUST MEET THE REQUIREMENTS OF THE ACCESSIBILITY CODE WITH A PORTION OF EACH TRANSACTION COUNTER CONSTRUCTED WITH A SECTION OF THE COUNTER HAVING A MAXIMUM HEIGHT OF 34" FOR A MINIMUM LENGTH OF 36". IT IS RECOMMENDED THAT THIS ISSUE IS DISCUSSED WITH THE BUILDING INSPECTOR PRIOR TO CONSTRUCTION AND/OR INSTALLATION. INSULATION NOTE: CONTRACTOR SHALL INSULATE ALL FURRED OUT WALLS THAT ARE AGAINST INTERIOR AND EXTERIOR MASONRY I CONCRETE WALLS. CONTRACTOR SHALL ALSO INSULATE ALL RESTROOM WALLS AND CEILINGS. WALL BLOCKING/ BACKING NOTE: ALL WALLS WITH SHELVING IN THE KITCHEN AREA AS WELL AS ANY WALL WITH A WALL MOUNTED T.V. AND ANY RESTROOM WALL WITH A MOUNTED FIXTURE SHALL HAVE BACKING AND BLOCKING. (U.N.O.) THIS INDICATOR REFERENCES THE DIMENSIONAL NOTE: WALL TYPE TO PROVIDE WALL EXISTING DIMENSION TO BE FIELD VERIFIED DETAILS. SEE A 1.1 CONSFOR ALL DIMENSIONS PULLED FROM EXISTING BUILDING WALL CONSTRUCTION DETAILS. WALLS ARE FROM THE FACE EXISTING MATERIAL. A�CONTRACTOR SHALL LABEL ALL EXTERIOR DOORS AND ELECTRICAL DISCONNECT WITH THE SUITE NUMBER IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. WALL MOUNTED WATER FILTER 11 SEE PLUMBING & FOOD EQUIPMENT SCHEDULE TACTILE SIGNAGE: PROVIDE EXIT TACTILE SIGNAGE IN ACCORDANCE WITH NFPA-101:7.10.1.3, CALIFORNIA FIRE CODE AND 2010 ADA STANDARDS. UNISTRUT SECURED TO FLOOR & ROOF STRUCTURE ABOVE Al EXISTING 1 HR. FIRE BARRIER 11 ALL PENETRATIONS SHALL BE IN ACCORDANCE WITH UL DETAILS. THE CONTRACTOR SHALL PERMANENTLY LABEL EACH SIDE OF THE DEMISING WALL ABOVE THE CEILINGS WI 2" HIGH LETTERS AND SPACED EVERY 12'-0". THE FOLLOWING WORDING IS RECOMMENDED "1 HOUR FIRE AND SMOKE BARRIER PROTECT ALL OPENINGS" NO ADDITIONAL PLYWOOD BACKING REQUIRED ON THE MENU BOARD SIDE OF THIS SOFFITT NAVEPOINT 12U WALL MOUNT CONSUMER SERIES SERVER CABINET NETWORK ENCLOSURE W/ LOCKS AND FAN (24.42" H x 21.65" W x 17.72" D), (1) 48 PORT UL RATED PATCH PANEL (TRENDNET TC-P48C6 OR EQUAL) 11 PROVIDED AND INSTALLED BY THE CONTRACTOR. THIS IS TO BE MOUNTED WI THE BOTTOM OF THE CABINET @ T-0" A.F.F. PROVIDED SOLID WOOD BLOCKING WITHIN ALL WALLS IN THE RESTROOM(S) & KITCHEN AREA FOR PLUMBING FIXTURES & ACCESSORIES EXISTING STOREFRONT TO REMAIN (UNLESS NOTED OTHERWISE) ADDITIONAL STRUCTURAL SUPPORT: THE CONTRACTOR SHALL INCLUDE STRUCTURAL MODIFICATIONS TO THE EXISTING ROOF SYSTEM TO INCLUDE STRUCTURAL ENGINEERING, IF REQUIRED FOR THE FOLLOWING ITEMS. ADDITIONAL HVAC UNIT(S) ROOF MOUNTED HOOD FAN(S) SUPPORT OF THE EXHAUST HOOD ROOF MOUNTED CONDENSING UNIT FOR THE WALK-IN COOLER THE MAIN EXTERIOR DOOR IS PERMITTED TO BE EQUIPPED WITH THUMB -TURN LOCKING DEVICES (NOT EQUIPPED WITH KEY) FROM THE EGRESS SIDE PROVIDED: 2.1. THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED; 2.2. A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND. THIS DOOR IS OPERATIONAL FROM EACH SIDE AND PROVIDES EGRESS TO THE PUBLIC WAY. DIMENSIONED FLOOR PLAN F Mz Da �t►���mwikulwiLet 9 w a O H er I DdERALD P. NOE ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �L D ARCtii u o PS R. O No. C22130 Ren. 09/3, 27 �TF OF CAS 04-16-2026 REVISIONS: NO. DATE DESCRIPTION BY 03-11-2026 PLAN REVIEW COMMENTS DKH 04-16-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: r • _•_10k 7447 INTERIOR Pizza �UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: FLOOR PLAN Et SCHEDULE PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. SCALE: 1 /4" = 1'-0" SHEET 2 OF 12 CITY OF SANTA ANA inning and Building Agency z J a z J w U Li w EXISTING WALL ASSEMBLY TO REMAIN ALL WALL TYPES ARE NOT REQUIRED FOR CA DINING EVERY PROJECT. SEE A-1.0 FOR WALL TYPE z O 5/8" WATER RESISTANT GYP DESIGNATIONS AND REQUIRED LOCATIONS. N z BD. ;4BTM OF ` a. F R E BTM OF CLG. CLG. CEILING PER SCHEDULE. CEILING PER SCHEDULE. CEILING PER SCHEDULE. 5/8" FIRE RETARDANT INTERIOR BTM OF TREATED PLYWOOD FROM EXISTING MTL STUDS CLG. 4'-0" TO 8'-0" AFF. c4 BTM OF CLG. 5/8" TYPE X GYP BD. OR WATER RESISTANT TYPE x O 5/8" GYP BD. OR CEMENT BD. @ TILE z @ TILE SEALED TO THE ROOF DECK KITCHEN [� BOTTOM OF WOOD Ma er l%EBALD P. NOE WALL FINISH PER SCHEDULE a ±` 5/8" WATER RESISTANT GYP FRAMING ABOVE p Q BD. F. FINISH FLOOR PER EXISTING MTL STUDS EXISTING FIRE SEPERATION in Da ARCHITECT FINISH SCHEDULE. U z F FLR EL bi WALL FINISH PER SCHEDULE w WALL FINISH PER SCHEDULE p SECTION VIEW FINISH U FINISH U FLR EL FINISH FLOOR PER FLR EL FINISH FLOOR PER F SCHEDULE. SCHEDULE. J 399 LUCERNE DRIVE EXISTING MTL. STUDS SECTION VIEW EXISTING MTL. STUDS SECTION VIEW EXISTING MTL. STUDS CO G0 OZ SPARTANBURG, SC 29302 5/8" GYP BD. OR CEMENT BD. @ TILE 5/8" GYP BD. SEE SECTION Ike BTM OF uuu P. 864.583.2215 F: 864.583.2265 CLG. CEILING PER SCHEDULE. mail@gpnarcht.com O :. w CAUTION: CAUTION: CAUTION: w CHECKED BY: DKH DO NOT PENETRATE ROOF DO NOT PENETRATE ROOF DO NOT PENETRATE ROOF SEE WALL TYPE FOR = MEMBRANE ABOVE MEMBRANE ABOVE MEMBRANE ABOVE fFRAMING DETAILS DRAWN BY: DKH STRUCTURAL DECK WITH STRUCTURAL DECK WITH STRUCTURAL DECK WITH SCREW ATTACHMENTS. SCREW ATTACHMENTS. SCREW ATTACHMENTS. 2 - #8 SELF -DRILLING PLAN VIEW PLAN VIEW PLAN VIEW SCREWS. BTM OF STR T. z THIS DRAWING IS AN INSTRUMENT OF 20 GA SLOTTED MTL w PARTITION TYPE #10 PARTITION TYPE #11 PARTITION TYPE #13 DECK TRACK. ICC ESR-1042 SERVICE AND SOLE PROPERTY OF THE o w ARCHITECT, AND SHALL NOT BE USED #8 WAFER SCREW. u' Ir IN ANY WAY. WHATSOEVER, WITHOUT THE _41 E.— O WRITTEN PERMISSION OF THE ARCHITECT. KITCHEN EXTERIOR w OVEN KITCHEN Q IT SHALL BE RETURNED TO THE ARCHITECT 2 - #8 SELF -DRILLING SIDE 1w UPON DEMAND. SCREWS. j COPYRIGHT 2025 20 GA SLOTTED MTL 2 - #8 SELF -DRILLING 20 GA SLOTTED MTL N ALL RIGHTS RESERVED _ 3 5/8" MTL STUDS TO SCREWS. TRACK. ICC ESR-1042 TRACK. ICC ESR-1042 BOTTOM OF STRUCTURE BTM OF io co cm Z . . #8 WAFER SCREW. 20 GA SLOTTED MTL ^ I I z ARCHITECT OF RECORD: ABOVE. STRUCT#8 WAFER SCREW DECK BTM OF BTM OF BTM OF ¢ THOMAS R. GERBO 248 SELF -DRILLING TRACK. ICC ESR 1042 CLG. CLG. CLG. FINISH p CALIFORNIA REGISTRATION NO. C22130 SCREWS. CEILING PER SCHEDULE. CEILING PER SCHEDULE. FLOOR #8 WAFER SCREW. EXISTING WALL w RESTROOM 20 GA SLOTTED MTL U U w DINING DINING = SED ARC TRACK. ICC ESR-1042. TYPICAL DETAIL FOR ALL WALLS � �� #8 WAFER SCREW. 5/8" FIRE RETARDANT 5/8" FIRE RETARDANT u o�PS R. TREATED PLYWOOD FROM CEILING PER SCHEDULE. TREATED PLYWOOD FROM Ow �� o 5/8" GYP BD. I I 4'-0" TO 8'-0" AFF. 4'-0" TO 8'-0" AFF. DINING / 5/8" GYP. BD. OR M.R. GYP. BD. co CEILING PER SCHEDULE. RESTROOM EXISTING EXTERIOR WALL LIGHT GAUGE STEEL FRAMING, FASTENER AND ANCHORAGE z z z NOTES: J No. C22130 5/8" GYP BD AT EACH SIDE. I I 5/8" WATER RESISTANT GYP ; I I 5/8" WATER RESISTANT GYP 1. ALL DIAGONAL BRACING FROM THE TOP OF THE WALL TO z �� Ren. 09/30/27 BTM OF 5/S" M.R. GYP. BD. U z BD cwi z z LU BD. THE STRUCTURE ABOVE SHALL BE CONNECTED AS o �T 1 \FOB CLG. BATT. INSULATION w Q "' Q w J FOLLOWS; 3"x3"x16 GA x 3 1/2" LONG BENT CLIPS AT EACH zQ OF CAS 5/8" GYP. BD. o FRP PER SCHEDULE o a FRP PER SCHEDULE z DINING BASE PER SCHEDULE ki DIAGONAL BRACE CONNECTED TO TOP TRACK & IL STRUCTURE ABOVE W/ (3) #10 SCREWS 11 THE DIAGONAL MTL TRACK O w MTL TRACK MTL TRACK BRACING SHALL BE 3 5/8" (20 GA) STUDS @ 4'-0" O.C. aMTL TRACK MTL TRACK POWER DRIVEN PIN 16" OC POWER DRIVEN PIN 16" OC POWER DRIVEN PIN 16" OC (ALTERNATING SIDES) AND CONNECTED TO THE BENT o POWER DRIVEN PIN 16" OC 4 I I STAGGERED UNO. ICC I STAGGERED UNO. ICC STAGGERED UNO. ICC CLIPS W/ 3 #10 SCREWS PER CLIP. O POWER DRIVEN PIN 16" OC ER-2388, ER-4546, ER-5330, ER-2388, ER-4546, ER-5330, ER-2388, ER-4546, ER-5330, ( ) U STAGGERED UNO. ICC STAGGERED UNO. ICC 2. WHERE THE WALLS EXTEND TO THE EXISTING STRUCTURE ER-2388, ER-4546, ER-5330, ER-1372. ER-1372. ER-1372. 55 ER-1372. ER-2388, ER-4546, ER-5330, ABOVE THE TOP TRACK SHALL BE CONNECTED W/ (2) #10 0 ER-1372. 0 FINISH FINISH FINISH FINISH FINISH SCREWS @ 32 O.C. z FLOOR FINISH FLOOR PER FLOOR FINISH FLOOR PER FLOOR FLOOR FLOOR ¢ SCHEDULE. SCHEDULE. 3. ALL BOTTOM TRACKS SHALL BE OF THE SAME GAUGE AS (n 04-16-2026 FRP PER SCHEDULE FRP PER SCHEDULE 4 THE STUDS, MINIMUM 20 GA (UNLESS OTHERWISE NOTED) z SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW SECTION VIEW O 5/8" CEMENT BOARD AT EACH SEE SECTION 5/8" GYP BD. SHALL BE CONNECTED TO THE SLAB W/ 0.157 DIA. x 1" HILTI 5/8" GYP BD AT EACH SIDE. SIDE. PDP FASTENERS @ 24" MAX. O.C. PER ICC-ESR #2269. w REVISIONS: MTL STUDS. MTL STUDS. 4. ALL STUDS, JOISTS AND TRACK DESIGNATIONS ARE BASED z MTL STUDS. MTL STUDS. MTL STUDS. ON PRODUCTS MANUFACTURED BY THE CURRENT (D NO. DATE DESCRIPTION 5/8" GYP BD. `` "" "' "'' ' ' MEMBERS OF THE STEEL STUD MANUFACTURERS Fn 03-11-2026 PLAN REVIEW COMMENTS DKH ASSOCIATION (SSMA)(ICC ESR-3064P/LARR25529). SEE o Z4 t........ ...... :.: r.:,:..,.•,..:., CAUTION: ....... , ..>..- CAUTION. CAUTION: CAUTION: - 48 O.C. <<.�-••-: ,•,.. „ .,. . •• ..•.....:.. •:, INTERIOR WALL LIMITING HEIGHTS BRACED AT " DO NOT PENETRATE ROOF DO NOT PENETRATE ROOF DO NOT PENETRATE ROOF DO NOT PENETRATE ROOF SPAN TABLE REFERENCED IN THE ICC REPORT > rJ 04-16-2026 PLAN REVIEW COMMENTS DKH C 2" MTL STUDS MEMBRANE ABOVE C 2" MTL STUDS MEMBRANE ABOVE C 2" MTL STUDS MEMBRANE ABOVE C 2" MTL STUDS C 2" MTL STUDS MEMBRANE ABOVE REFERENCING L/240 DEFLECTION, 5 PSF AND 16" O.0 o STRUCTURAL DECK WITH STRUCTURAL DECK WITH STRUCTURAL DECK WITH STRUCTURAL DECK WITH B 6" MTL STUDS SCREW ATTACHMENTS. B 6" MTL STUDS SCREW ATTACHMENTS. B 6" MTL STUDS B 6" MTL STUDS SCREW ATTACHMENTS. SCREW ATTACHMENTS. B 6" MTL STUDS LOCATED ON SHEET A-1.3. UNLESS NOTED OTHERWISE IN o PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW 3 5/8" MTL STUDS THE STRUCTURAL DRAWINGS). ALTERNATES MAY BE SUBMITTED WHICH EQUAL OR EXCEED THE PROPERTIES z CLIENT NAME: PARTITION TYPE #6 PARTITION TYPE #7 PARTITION TYPE #8 PARTITION TYPE #9 PARTITION TYPE #12 OF THE SPECIFIED MEMBER WHEN APPROVED BY THE 3 5/8" MTL STUDS TO L EE m BCAL CONSTRUCTION, INC BOTTOM OF STRUCTURE 5. AL FRAMIN SHALL B GALVANI ED R P INT D CA BON o BTM OF 3 5/8" MTL STUDS TO ABOVE. STRUCT. BOTTOM OF STRUCTURE STEEL. TOUCH UP ALL WELDS AND DAMAGED AREAS WITH U) 248 SELF -DRILLING DECK ABOVE. APPROVED ZINC -RICH GALVANIZING TOUCH UP PAINT FOR � SCREWS. GALVANIZED PRODUCTS, PAINT FOR CARBON STEEL o 20 GA SLOTTED MTL PRODUCTS. Ir CHRISTOPHER McGOWAN KITCHEN TRACK. ICC ESR-1042. w KITCHEN EXTERIOR 6. ALL CONNECTIONS SHALL BE WITH SELF DRILLING = 40575 CALIFORNIA OAKS ROAD #8 WAFER SCREW. w KITCHEN SCREWS OR WELDING. SCREWS OR WELDING SHALL BE OF I- SUITE D2 234 2 - #8 SELF -DRILLING SCREWS. SUFFICIENT SIZE TO INSURE STRENGTH OF CONNECTION. (n MURRIETA, CALIFORNIA 92562 5/8" GYP BD. EXISTING WALL WELDING SHALL BE IN ACCORDANCE WITH (AWS) d1.3, BTM OF 20 GA SLOTTED MTL STRUCTURAL WELDING CODE - SHEET STEEL. WELDS 0 PROJECT NAME: STRUCT. DINING OR TRACK. ICC ESR-1042 O SHALL BE OF THE SIZE SHOWN ON THE DETAILS. . UNLESS z . 7447 DECK BTM OF I I BTM OF #s WAFER SCREW. NOTED OTHERWISE, THE EFFECTIVE THROAT SIZE OF THE Z • • • • • CLG. CEILING PER SCHEDULE. CLG. CEILING PER SCHEDULE. BTM OF O • • • • WELD NEED NOT EXCEED THE THICKNESS OF THE PARENT • CLG. CEILING PER SCHEDULE. MATERIAL. IN NO CASE SHALL WELDS BE LESS THAN 1/16". �� w RESTROOM DINING 7. UNLESS NOTED OTHERWISE, 54-MIL, 68-MIL AND 97-MIL • 5/8" FIRE RETARDANT TREATED 5/8" FIRE RETARDANT KITCHEN STEEL MEMBERS SHALL BE 50 KSI. ALL OTHER LIGHT z INTERIOR ' PLYWOOD FROM 4'-0" TO 8'-0" AFF. TREATED PLYWOOD FROM 5/8" FIRE RETARDANT GAUGE STEEL MEMBERS SHALL BE 33 KSI. O 5/8" GYP BD. 20 GA SLOTTED MTL 5/s" GYP. BD. OR M.R. GYP. BD. 4'-0" TO 8'-0" AFF. TREATED PLYWOOD FROM 8. SCREWS FOR STEEL ATTACHMENTS SHALL BE ONE OF THE PIZZA UP -FIT TRACK. ICC ESR-1042. ". / I I ; 4'-0" TO 8'-0" AFF. Z TUSTIN AVENUE RETAIL - BUILDING B CEILING PER SCHEDULE. O FOLLOWING AND CONFORM TO ASTM C1513: #8 WAFER SCREW. z_ z 8.1. GRABBER SELF -DRILLING SCREWS ICC O 301 NORTH TUSTIN AVE. -SUITE D ( BTM OF BTM OF 5/8" WATER RESISTANT -� I I : 5/8" WATER RESISTANT GYP 5/8" WATER RESISTANT GYP 0 o SANTA ANA, CALIFORNIA 92705 CLG. CEILING PER SCHEDULE. CLG. GYP. U z BD U z BD z 5/8" WATER RESISTANT GYP #ESR-1271/ESR1271 OF THE L.A. SUPPLEMENT) Z ¢ ¢ W BD. 8.2. PRO -TWIST SELF -DRILLING SCREWS, PRIME SOURCE O RESTROOM/ a L Q 0 SHEET TITLE: EXTERIOR WAITING AREA FRP PER SCHEDULE FRP PER SCHEDULECif a BUILDING PRODUCTS INC. (ICC #ESR-1408/ESR-1408 OF Q EXISTING EXTERIOR WALL z :. FRP PER SCHEDULE L.A. SUPPLEMENT) aJ. MTL TRACK. U z MTL TRACK 8.3. ALTERNATES MAY BE USED PROVIDED THE SCREWS Q WALL TYPES z POWER DRIVEN PIN 16" OC w Q MTL TRACK O ARE APPROVED FOR USE IN A CURRENT ICC OR IAPMO STAGGERED UNO. POWER DRIVEN PIN 16" oc RESEARCH REPORT AND THE SCREW CAPACITIES w ICC ER-2388, ER-4546, STAGGERED UNO. ICC POWER DRIVEN PIN 16" OC w ER-5330, ER-1372. "I ER-2388, ER-4546, ER-5330, STAGGERED UNO. ICC MEET OR EXCEED THE VALUES LISTED BY THE SSMA. w Of TILE PER SCHEDULE ER-1372. z' ER-2388, ER-4546, ER-5330, 9. SCREW SHALL BE SUFFICIENT LENGTH TO ENSURE 00 FINISH FINISH FINISH FLOOR PER ER-1372. PENETRATION INTO STEEL STUD BY THE LEAST 3 FULL o FINISH _ FINISH FLR EL FLOOR FINISH FLOOR PER SCHEDULE. FINISH SCHEDULE. FLOOR FLOOR DIAMETER THREADS. IL U) FINISH FLOOR PER FLOOR 10. PROVIDE HORIZONTAL 16 GA. BRIDGING @ 48 O.C. w SECTION VIEW SCHEDULE. SECTION VIEW SECTION VIEW SECTION VIEW VERTICALLY. THE BRIDGING SHALL BE A COLD ROLLED m SEE SECTION VIEW FRP PER SCHEDULE 5/8" GYP BD AT EACH SIDE. SECTION VIEW CHANNEL WITH SIMPSON "LSUBH CLIPS". EXISTING WALL. 5/8" GYP BD. F_ 5/8" GYP BD FRP PER SCHEDULE 11. ALL GYPSUM BOARD AND PLYWOOD IS TO BE ATTACHED O PROJECT NUMBER 25-034 MTL STUDS. MTL STUDS. SEE SECTION TO THE METAL STUD FRAMING WITH #6 x 1 1/4" DRYWALL MTL STUDS. SCREWS @ 16" O.C. FOR THE PERIMETER AND THE FIELD. i DATE 06-12-2025 ::.,...,.::..:.,..::.:.:.:.h., ,...,,::...,.:�..;....:. CAUTION: SHEET NO. DO NOT PENETRATE ROOF °" "'r ' ' :.:. CAUTION: CAUTION: F_ C 2" MTL STUDS CAUTION: C 2" MTL STUDS MEMBRANE ABOVE DO NOT PENETRATE ROOF " " " " DO NOT PENETRATE ROOF _ STRUCTURAL DECK WITH C 2" MTL STUDS MEMBRANE ABOVE MEMBRANE ABOVE DOU OOT PENETRATE ROOF B 6MTL STUDS z DO NOT PENETRATE ROOF " STRUCTURAL DECK WITH STRUCTURAL DECK WITH C 2" MTL STUDS B 6" MTL STUDS MEMBRANE ABOVE SCREW ATTACHMENTS. B 6" MTL STUDS MEMBRANE ABOVE ¢ SCREW ATTACHMENTS. SCREW ATTACHMENTS. STRUCTURAL DECK WITH w 3 5/8" MTL STUDS STRUCTURAL DECK WITH PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW 3 5/8" MTL STUDS PLAN VIEW B 6" MTL STUDS SCREW ATTACHMENTS. PLAN VIEW SCREW ATTACHMENTS. PLAN VIEW 3 5/8" MTL STUDS PARTITION TYPE #1 PARTITION TYPE #2 PARTITION TYPE #3 PARTITION TYPE #4 PARTITION TYPE #5 SHEET 3 OF 12 I CITY OF SANTA ANA inning and Building Agency 1101,1v w a w 0 H M �51,er IDdERALD P. NOE H Da : ARCHITECT I E5 r J z 0 W U z J d 2 0 U W 0 0 U rr 0 L z Q z 0 F z W z z CD U) W } W z 0 U 0 0 z_ Q 0 ROOF PLAN - PROPOSED & EXISTING SCALE: 1/8" = 1'-0" E 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 R. zoo 0 No. C22130 Ren. 09/313/27 �Q 9T�OF CA�\�O� ����- / :-*46 10-03-2025 REVISIONS: NO. DATE DESCRIPTION BY A10-03-2025 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 7447 INTERIOR PIZZA ImUP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ROOF PLAN - PROPOSED EXISTING PROJECT NUMBER 25-034 DATE 06-12-2025 y:hl01r0[93 A-i .2 SHEET 2 OF 12 CITY OF SANTA ANA inning and Building Agency REFLECTED CEILING LEGEND 2'x2' USG FROST - SEE FINISH MATERIAL SCHEDULE LT2 NOT USED CT-1 0 CT-2 . .:.:.:..:.:.:..:.:.:.::.:.:.:.:.:.:.:.::.:.:.:.:.:.:.: 2'x4' USG CLEAN ROOM (WASHABLE VINYL FACED GYP. BOARD PANELS WHITE) W/ STAINLESS STEEL PANELS AROUND HOOD EXHAUST DUCTS LT3 NOT USED Z�l 2x2 (4-WAY) SUPPLY AIR GRILL SEE PLAN FOR FIXTURE DETAILS LT4 NOT USED 2x2 RETURN AIR GRILL SEE PLAN FOR FIXTURE DETAILS LT5 o 0 0 CEILING MOUNTED TRACK LIGHTING (ARTWORK) O PRELIMINARY SPRINKLER HEAD LOCATIONS LT6 NOT USED ® EXHAUSTFAN LT7 O 2x4 FIXTURE LAY -IN FIXTURE (VIF) WALL OR CEILING MOUNTED EXIT SIGN SEE PLAN FOR FIXTURE DETAILS WALL / CEILING MOUNTED EMERGENCY LIGHT W/ EMERGENCY LIGHT LT8 0 RECESSED CAN LIGHT - BLACK SEE ELEC. LIGHTING PLAN FOR DETAILS CEILING NOTES 1. WORK SHALL FULLY COMPLY WITH GOVERNING CODES, ORDINANCES, RESTRICTIONS, AND NATIONAL ELECTRIC CODE. TAKE ALL NECESSARY SAFETY MEASURES AND COMPLY WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS FOR PUBLIC PROTECTION (BARRICADES, SIGNS, DUST BARRIERS, ETC.) 2. REFERENCE EXTERIOR ELEVATIONS FOR FURTHER INFORMATION ON LIGHTING AND ACCESSORIES ON EXTERIOR OF BUILDING. 3. IN ACCORDANCE WITH ASTM 84, GROUP A-2, INTERIOR WALL AND CEILING FINISHES TO MEET CLASS B FLAME SPREAD RATING OF 26-75; SMOKE DEVELOPED 0450 FOR EXIT ENCLOSURES AND EXIT PASSAGEWAYS AND CORRIDORS IN SPRINKLERED BUILDINGS 4. IN ACCORDANCE WITH ASTM 84, GROUP A-2, INTERIOR WALL AND CEILING FINISHES TO MEET CLASS C FLAME SPREAD RATING OF 76-200; SMOKE DEVELOPED 0450 FOR ROOMS AND ENCLOSED SPACES IN SPRINKLERED BUILDINGS. 5. GENERAL CONTRACTOR TO CONFIRM HEIGHTS AND COORDINATE WITH EXISTING CONDITIONS. NOTIFY OWNER AND ARCHITECT IF SPECIFIED HEIGHT CANNOT BE ACHIEVED. 6. CEILING HEIGHTS ARE TO FINISHES SURFACE. GYPSUM BOARD OR CEILING TILE, AS APPLICABLE. 7. GYPSUM BOARD CEILINGS AND SOFFIT TO HAVE A SMOOTH FINISH UNLESS NOTED OTHERWISE. 8. RELOCATE ANY HVAC GRILLES THAT CONFLICT WITH THE LOCATION OF A NEW LIGHT FIXTURE. 9. THE SUSPENDED TILE CEILING PANELS IN KITCHEN AREAS ARE WASHABLE. 10. RECESSED CAN LIGHT FIXTURES TO BE CENTERED WITHIN CEILING GRID/TILE UNLESS DIMENSIONED OTHERWISE. 11, REFERENCE MECHANICAL AND ELECTRICAL SHEETS FOR ADDITIONAL INFORMATION AND COORDINATION OF SYSTEMS NOT SHOWN ON THIS PLAN. 12. THERE WILL BE NOT BE PROJECTIONS LESS THAN 6'-8" FROM THE CEILING. REFERENCE ALSO INTERIOR ELEVATIONS. KITCHEN/FOOD PREP LIGHTING LEVELS: ADJUST LIGHTING PER LOCAL COD MINIMUM LIGHTING REQUIREMENTS ARE: • AT LEAST 10 FOOT CANDLES (110 LUX): AT A DISTANCE OF 30 INCHES (75CM) ABOVE FLOOR, IN WALK-IN REFRIGERATION UNITS AND DRY FOOD STORAGE AREAS AND IN OTHER AREAS AND ROOMS DURING PERIODS OF CLEANING. • AT LEAST 20 FOOT CANDLES (220 LUX): AT A SURFACE WHERE FOOD IS PROVIDED FOR CONSUMER SELF SERVICE SUCH AS BUFFETS AND SALAD BARS OR WHERE FRESH PRODUCE OR PACKAGED FOODS ARE SOLD OR OFFERED FOR CONSUMPTION; INSIDE EQUIPMENT SUCH AS REACH IN AND UNDER COUNTER REFRIGERATORS; AT A DISTANCE OF 30 INCHES (75CM) ABOVE FLOOR IN AREAS USED FOR HAND WASHING, WARE WASHING, AND EQUIPMENT AND UTENSI STORAGE, AND IN TOILET ROOMS • AT LEAST 50 FOOT CANDLES (540 LUX) AT SURFACE WHERE A FOOD EMPLOYEE IS WORKING WITH FOOD OR WORKING WITH UTENSILS OR EQUIPMENT SUCH AS KNIVES, SLICES, GRINDERS, OR SAWS WHERE EMPLOYEE SAFETY IS A FACTOR. NEW PRE -FABRICATED WALK-IN COOLER W/ — STAINLESS STEEL CLOSURE STRIPS AT THE WALLS FROM THE FLOOR TO THE CEILING II C CONTRACTOR SHALL INSTALL WALK-IN WITH A MINIMUM OF 2" CLEARANCE TO GYPSUM BOARD WALLS. SEE DETAIL 5 / A-3.0 FOR CORNER PROVIDE BY THE WALK-IN MANUFACTURER & INSTALLED BY THE ELECTRICAL CONTRACTOR THE FIRE SPRINKLER CONTRACTOR — SHALL INSTALL SPRINKLER HEADS IN COMPLIANCE WITH SECTION 8.3.2.5(10) OF NFPA 13 - 2016 EDITION. SPRINKLERS IN WALK-IN TYPE COOLERS AND FREEZERS WITH AUTOMATIC DEFROSTING SHALL BE OF THE INTERMEDIATE -TEMPERATURE CLASSIFICATION OR HIGHER. THE PENETRATIONS SHALL BE SEALED AS REQUIRED. VERTICAL ACOUSTICAL CEILING TILES - ON EXPOSED SIDE OF WALK-IN COOLER W/ VERTICAL GRID MEMBERS AS REQUIRED RCP GENERAL NOTES: 1. ALL ELECTRIC FOR SIGNAGE 1 DISPLAYS TO BE PROVIDED BY THE CONTRACTOR. 2. COORDINATE ALL LIGHTING WITH THE ELECTRICAL DRAWINGS. 3. U.N.O. ALL SUSPENDED LIGHT FIXTURES TO BE CENTERED ABOVE TABLES OR IN SPACE AS SHOWN. 4. ALL EMERGENCY LIGHTING TO BE INSTALL AT LOCATIONS INDICATED ON ELECTRICAL DRAWINGS. 5. ALL LIGHTS ABOVE ALL FOOD PREP. / COOK / SERVE AREAS MUST HAVE A SHATTER -PROOF LENS INSTALLED. 6. SEE DETAILS ON A-2.1 & A-2.2 FOR SEISMIC REQUIREMENTS FOR THE CEILING INSTALLATION TO INCLUDE COMPRESSION STRUT AND EYE LAG CONNECTIONS, THE MAIN RUNNER (MAIN TEES) ARE 1 3/4" HIGH, THE CROSS TEES ARE 1 1/2" HIGH, AND THE PERIMETER WALL MOLDING IS 2" WIDE. 7. THE AREA ABOVE THE WALK-IN COOLER WILL NOT BE USED FOR STORAGE. 8. THE USG CLEAN ROOM ACOUSTICAL CEILING SYSTEM IS COVERED UNDER ICC-ESR-1222. SPRINKLER NOTE: THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE COST OF MODIFYING THE SPRINKLER SYSTEM FROM IT'S CURRENT CONDITION. THE SYSTEM SHALL HAVE DROPS WITHIN EACH ROOM & THE HEIGHT SHALL BE ADJUSTED AS REQUIRED. THE CONTRACTOR SHALL ALSO COORDINATE THIS WORK WITH THE FIRE MARSHAL AND THE LANDLORD. SECURITY CAMERA (TYP.) II COORDINATE ALL LOCATIONS WITH OWNER PRIOR TO ROUGH -INS BY WALK-IN SUPPLIER 2 AA-z.0 O T7 u u el0 Nice M W.11 I O LT8 0 O O T7 4 0 O T7 O T7 O O LT7 O T7 EM1 REFLECTED CEILING PLAN SCALE: 1 /4"=1'-0" HVAC GRILLE SEE MECHANICAL CT-2: 2'x4' CEILING SYSTEM SPRINKLER HEAD LOCATION II THE CONTRACTOR SHALL CONFIRM ALL HEAD LOCATIONS COMPLY WITH TABLE 8.6.2.2.1(B). THE MAXIMUM SPACING BETWEEN HEADS SHALL BE 15-0" O.C. I AND THE MAXIMUM SPACING FROM WALLS SHALL BE 7'-6", TYPE I HOOD W/ FIRE SUPPRESSION II SEE MECHANICAL MODIFY THE CEILING AS REQUIRED FOR EXHAUST DUCT & WRAP EXHAUST DUCT W/ STAINLESS STEEL FROM TOP OF HOOD TO CEILING. THE DUCT SHROUD IS TO BE PROVIDED & INSTALLED BY THE MECHANICAL CONTRACTOR. N CEILING MOUNTED ELECTRICAL & DATA DEVICES 11 SEE ELECTRICAL CT-2: VINYL FACED GYP. BD. - 2'x4' ALL HATCHED CEILING TILE TO BE WASHABLE SOFFIT ELEV: 7'-0" EXHAUST FAN 11 SEE MECHANICAL CT-2: 2'x4' CEILING SYSTEM CEILING ELEV: 8'-0" I ICT-1: 2'x2' CEILING SYSTEM WALL/CEILING MOUNTED DUPLEX RECEPTACLE II SEE ELECTRICAL vi z 0 F 0 R E w a O Ey Ma er I `dERALD P. NOE Da ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �D ARcy \ rrFozS R. J z O No. C22130 U �� Ren. 09/30/27 �Q z _jIL O U w 0 0 U 0 6 z Q z 01-29-2026 0 F REVISIONS: z_ z NO. DATE DESCRIPTION BY cU w Al 10-03-2025 PLAN REVIEW COMMENTS DKH [}0 > 12-26-2025 PLAN REVIEW COMMENTS DKH z O 3 01-29-2026 PLAN REVIEW COMMENTS DKH 0 3 z_ CLIENT NAME: BCAL CONSTRUCTION, INC 0 Ln CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: Aff• _•_10k 7447 INTERIOR Pizza �UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: REFLECTED CEILING PLAN PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. AIIIIIIIIIIIIIIIIIIIIII1 m 0 SHEET 4 OF 12 CITY OF SANTA ANP inning and Building Aaencv E 580/E 580M - 09a E 5801E 580M - 09a Designation: E 5801E 580M - 09a I supported within 8 in. [200 mar] from each wall or ceiling taut. Supplementary hanger wires of cross tees supporting light iw Spacer bar, or other discontinuity (see Fig. 3). fixtures shall not be required. suitable system, to keep perimeter components 4.2.4 The terminal ends of suspension members shall have a P 4.4.4 Lighting fixtures weighing less than 56 lb [25 k ] shall $ $ $ $ $ Standard Practice for / / from spreading apart minimum of 3/s-in. [9-mm] clearance from the wall as shown in have, in addition to the requirements outlined in 5.4.1, two No. Fig. 1. Reveal (shadow) edge wall closures with these clear- 12-gauge [2.70 mm] hanger wires connected from the fixture Installation of Ceiling Suspension Systems for Acoustical ances are shown in Fig. 2. housing to the structure above that act as safety wires. It is not Tile and Lay -in Panels in Areas Subject to Earthquake I� Minwtin[iomm] 4.2.5 Terminal ends of main runners and cross members necessary for these safety wires to be taut. Ground Motions' shall be tied together to prevent their spreading or have some 4.4.5 Lighting fixtures weighing 56 lb [25 kg] or more shall other approved means to prevent their spreading. Stabilizer be supported directly from the structure above by approved bars, cross tees or other means to prevent spreading shall occur hangers. This standard is issued under the fixed designation E 5801E 580M; the number immediately following the designation indicates the year of original adoption or, in the case of revision, the year of last revision. A number in parentheses indicates the year of last reapproval. within 8 in. [200 mm] Of each wall. 4.4.6 Pendant -hung lighting fixtures shall be supported $ $ $ PP A superscript epsilon (s) indicates an editorial change since the last revision or reapproval_ Min SIa In mar] 4.2.6 Permanent runner end attachment (i.e., pop rivets) for directly from the structure above using no less than No. This standard has been approved for use by agencies of the Department of Defense. Min Its in ]z2 aim] r grid alignment purposes shall not be permitted.[ 9-gauge 3.80 mm] wire or an approved alternate support. The PP PP 4.2.7 All ceiling penetrations (columns, sprinklers, etc.) and ceiling suspension system shall not provide any direct support. 1. Scope 1.7.3 The connection to the structure shall allow a 3600 FIG. 1 Category C Treatment of Cross Runners, Main Runners, and Wall Closures at Terminal Ends independently supported fixtures or services shall have a 4.4.7 Rigid conduit is not permitted for attachment of the 1.1 This practice covers the installation of suspended sys- range of motion in the horizontal lane. $ P minimum of 0.375-in. [9-mar] clearance on all sides by using fixtures. 4.5 Services within the Ceiling: tems for acoustical tile and lay -in panels and their additional 1.8 The values stated in either inch -pound or SI units are to NFPA 70 National Electric Code 6 sprinkler drops and air terminals. (See 4.4 and 4.5 for details on suitable escutcheons or perimeter closure details. P 4.5.1 Flexible sprinkler hose fittings, ceiling mounted air requirements for two groups of buildings that are constructed be regarded as standard. Within the text, the SI units are shown $) 3. Significance and Use lights and mechanical services. Ceilings with an average $ $ 4.3 Suspension Wire Application: p pp terminals or other services weighing less than 20 lb [9 kg] shall to resist the effects of earthquake motions as defined by in brackets. The values stated in each system are not exact Y weight over the entire ceiling eater than 2.5 lb/ft2 12 N/m2 � $ greater [ ] 4.3.1 Suspension wires that are a minimum of No. 12 gauge P $ $ be positively attached to the ceiling suspension main runners or ASCE 7 and the International Building Code. These groupings equivalents; therefore, each system shall be used independently 3.1 This practice is a prescriptive set of installation methods shall be installed as specified in Section 5 taking into account [2.70 aim] galvanized, soft -annealed, mild steel wire shall be cross runners that have the same carrying capacity as the main an'Y $ P Y are for Seismic Design Category C and Seismic Design of the other. Combining values from the two stems result in $ Y to be used for suspended ceilings and is often used in lieu of P $ the design lateral forces appropriate for Cate o C. Other $$ ry spaced at 4 ft 1200 mar on center along each main runner, P [ ] $ Categories D, E and F. nonconformance with the specification. designing a separate lateral restraint system. The authority deviations or variations shall be substantiated by verifiable unless engineering calculations justifying increased spacing are runners. 1.2 The authority having jurisdiction shall determine the 1.9 This standard does not purport to address all o the p � f having jurisdiction shall determine the applicability of this $ j PP Y engineering data or full -scaled dynamic testing. g g y't g• provided. P 4.5.2 Flexible sprinkler hose fittings, air terminals or other applicability of this practice. safety concerns, if any, associated with its use. It is the practice to local code requirements. 4.1.2 The main runners and cross runners of the ceiling 4.3.2 Each vertical wire shall be attached to the ceiling services weighing more than 201b [9 kg] but less than 56 lb [25 kg] shall have, in addition to the requirements in 4.5.1, two No. 1.3 Specification C 635 and Practice C 636 cover suspen- responsibility of the user of this standard to establish appro- 3.2 This practice covers installation of suspended ceilin P P $ system and their splices, intersection connectors, and expan- suspension member and to the support above such that the wire 12-gauge [2.70 aim] hanger wires connected from the terminal sion systems and their installation without special regard to priate safety and health practices and determine the applica- systems and related components in areas that require resistance sion devices shall be designed and constructed to c a mean $ loops shall be tightly wra ed and sharply bent to prevent an P PP Y P Y or service to the ceiling system hangers or to the structure seismic lateral restraint needs. They remain applicable and bill o regulatory limitations prior to use. �' f S '�' p to the effects of earthquake motions as defined b ASCE 7 and q y ultimate test load of not less than 60 lb [27 kg] in tension and vertical movement or rotation of the member within the loops. above that act as safety wires. It is not necessary for these wires shall be followed when this practice is specified. P P� 2. Referenced Documents the International Building Code. o in compression. Allow for 5 misalignment of the connection The wire must be wrapped around itself a minimum of three PP to be taut. 1.4 This practice is not intended to stifle research and P 2.1 ASTM Standards: 2 3.3 The practice is broken into two main sections. The first o in each direction. Instead of a 5 misalignment, the load can be full turns 360' each within a 3-in. length. Connection devices ( ) 4.5.3 Flexible sprinkler hose fittings, air terminals or other p $ development of new products or methods. This practice is not P P P intended to the installation of any material or C 635 Specification for the Manufacture, Performance, and section covers areas with light to moderate earthquake poem- tial (Seismic Design Category C) while the second deals with applied with a 1-in. [25-aim] eccentricity on a sample not more to the su ortin construction shall be ca able of c m not supporting P carrying less than a 100-lb (45-kg) allowable load. services weighing more than 56 lb [25 kg] shall be supported prevent prohibit an design or method of construction not prescribed in this y $ P Testing of Metal Suspension Systems for Acoustical Tile severe earthquake potential (Seismic Design Category D, E & than 24 in. [600 mm] long on each side of the splice. 4.1.3 Evaluation test be the 4.3.3 Suspension wires shall not hang more than one in six directly from the structure above by approved hangers. practice, provided that an such alternative has been substan- P Y full-scale and Lay -in Panel Ceilings C 636 Practice for Installation of Metal Ceiling Suspension F), 3.4 This includes requirements from multiple of results shall made on mean values resulting from tests on a minimum of three identical $ out of plumb unless countersloping wires are provided. 4.6 Partition Application to Suspended Ceilings: 4.6.1 The ceiling system shall not provide lateral support for listed by verifiable engineering data or dynamic testing that is acceptable to the authority having jurisdiction. Systems for Acoustical Tile and Lay -In Panels practice sources including previous versions of this practice, CISCA specimens. If the deviation of any individual test result exceeds 4.3.4 Wires shall not attach to or bend around interfering walls or partitions. Walls or partitions shall only be attached to a m ] or less shall be 1.5 Ceiling areas of 10ce 2.2 Other Standards: Seismic Recommendations for Direct -hung Acoustical Tile and $ ± 10 % from the mean value, three additional samples shall be material or equipment. A trapeze or equivalent device shall be the ceiling suspension provided they allow the ceiling mem- raft2 ing[92. exempt from the lateral force bracing requirements of 5.2.8. ASCE 7 Minimum Design Loads for Buildings and Other Lay -in Ceilings, Seismic Zones 0-2 and CISCA Guidelines for tested. After the required testing on the six specimens is q $ P used where obstructions preclude direct suspension. Trapeze brane to move laterally to accommodate the required clearance 1.6 Ceilings constructed of gypsum board which is screw or Structures 3 Seismic Restraint for Direct Hung Suspended Ceiling Assem- complete. Drop the hi and low test values and use the P P � suspensions shall be sized to resist the dead load and lateral forces appropriate for Category C. as specified in 4.2.4. nail attached to suspended members that support a ceiling on CISCA Recommendations for Direct -hung Acoustical Tile blies, Seismic Zones 3 & 4, suspended ceiling requirements remaining four test results to obtain the mean test value one level extending from wall to wall shall be exempt from the and Lay -in Ceilings, Seismic Zones 0-24 from the International Building Code and ASCE 7. The pur- average. If one of the remaining test results still exceeds the 4.4 Light Fixture Application: 5. Seismic Design Category D, E & F requirements of this practice. �I P CISCA Guidelines for Seismic Restraint for Direct Hung pose is to combine the requirements from these sources into a ± 10 % mean value, the lowest individual test value recorded 4.4.1 All lighting fixtures shall be positively attached to the NoTa 2-The objective of this section is to provide a restrained ceiling 1.7 Free frosting ceilings (those not attached directly to any Suspended Ceiling Assemblies, Seismic Zones 3 & 4 � � g single comprehensive document. $ P from the six test will be used as the reported test result. suspended ceiling system by mechanical means as specified in through either connection to the perimeter wall, or through bracing either structural walls) supported b chains or cables from the PP YY International Building Code 5 4.2 Suspension System Application: the National Electrical Code unless independently supported. rigid or non-rigid.The ke to good seismic erformance of this type of g P YP structure are not required to satisfy the seismic force require- 4. Seismic Design Category C 4.2.1 Unless perimeter members meet the structural load The attachment device shall have the capacity of supporting ceiling is that the width of the closure angle around the perimeters are ments provided they meet the following requirements: Nora 1-This section is intended to provide an unrestrained (free- carrying requirements and have been approved as a structural 100 % of the lighting fixture weight acting in any direction. A adequate to accommodate ceiling motion and that penetrations, such as 1.7.1 The design load for such items shall equal 1.4 times 'For referenced ASTM standards, visit the ASTM website, www.astm.org, or floating) ceiling system that will accommodate the movement of the part of the system, wall angles or channels shall be considered minimum of two attachment devices are required for each fixture. columns and piping, have adequate clearance to avoid concentrating restraining loads on the ceiling system. the vertical operating weight. contact ASTM Customer Service at service@astm.org. For Annual Book of ASTM structure during a seismic event. g as aesthetic closers and shall have no structural value assessed 1.7.2 Seismic interaction effects shall be considered in Standards volume information, refer to the standard's Document Summary page on 4.1 Suspension System Components: to themselves or their method of attachment to the walls. 4.4.2 Surface -mounted lighting fixtures shall be attached to 5.1 Suspension System Components: accordance with 5.7. the ASTM website. s Available from American Society of Civil Engineers (ASCE), 1801 Alexander 4.1.1 The recommendations in this section are for ceilings $ 4.2.2 All perimeter closure angles or channels shall provide the ceiling system with a positive clamping device that 5.1.1 Only heavy-duty main tees as defined in Specification Bell Drive, Reston, VA 20191 or www.pubs.asee.org. systems with an average weight over the entire ceiling of 2.5 a support ledge of 7/8 in. [22 aim] or greater unless the completely surround the supporting members. Safety wires C 635 shall be used. ' a Available from Ceiling & Interior Systems Construction Association (CISCA), lb/ft2 [12 N/m2] or less. This average weight includes suspen- perimeter ends of each cross runner and main runner shall be shall be attached between the clamping device and the adjacent 5.1.2 The main runners and cross runners of the ceiling This practice is under the jurisdiction of ASTM Committee E33 on Building 1500 Lincoln Hwy, Suite 202, St. Charles, IL 60174. a lion members, panels or tiles, light fixtures, supported flexible P b PP independently supported as specified 1n 4.2.1. ceiling hanger or to the structure above. In no case shall the system and their splices, intersection connectors, and expan- and Environmental Acoustics and is the direct responsibility of Subcommittee Available from International Code Council QCC)„ 4051 West Flossmoor Road, fixture exceed the design carrying capacity of the supporting $ ' $ P Y Pp $ sion devices shall be designed and constructed to carry a mean E33.04 on Application of Acoustical Materials and Systems. Current edition approved Aug. 15, 2009. Published August 2009. Originally$ PP g b'u Country Club Hills, IL W478-5795. 4.2.3 When a rimeter closure an le that rovides less than P members. ultimate test load of not less than 180 lb 80 k in compression [ $] P approved in 1976. Last previous edition approved in 2009 as E 580-09" . a Available from National Fire Prevention association (NFPA), 1 Batterymarch 7/8 in. [22 aim] has been approved for use, the perimeter ends 4.4.3 Lighting fixtures weighing less than 10 lb [5 kg] shall and in tension The tensile test shall allow for a 5° Offset of the Park, Quincy, MA 02269-9101. of each cross runner and main runner shall be independently have one, No. 12-gauge [2.70 aim] safety wire connected from connection in any direction. Instead of a 5° misalignment, the the fixture housing (not the detachable end plates) to the load can be applied with a 1-in. [25-mm] eccentricity on a Copyright C ASTM International, 100 Barr Harbor Dr., P.O. box C-700 West Conshohocken, Pennsylvania 19QS-2959, United States structure above. It is not necessary for these safety wires to be sample not more than 24 in. [600 mm] long on each side of the Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 1 Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 2 Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 3 Downloaded/printed by Downloaded/printed by Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. E 5801E 580M - 09a E 580/E 580M - 09a E 580/E 580M - 09a a"may[znouwnl -Ll r-- MIn ars" 110 aim] +1 Ittl 1 s ±10° MAX 11,1 s _-- - It -� 1tMin We" mail F-Min T1 I=mml 1 II /I.I�trwhc wRLvndb 1I t4whn abewaml ' l �' - - � ' !! 1 Ina am. Q0o aim] f Spacer lrar. or oeter slataW system to deep- perimetar compor Min sls"11omml L-arn spr-ding apart- 1a'YRx 11� t, �\ aI \ + u\1 1{ 11 WRwclmndm :LAb h~4a pndmq 11 ue wsi, hl¢terfwa t1 abichrwat wCsmest not � _ l r I � � � 1..�_ r •I t r - 7 rl 11 -- - - - q Il Spacer bar, ter other suitable system, to keep �.._. Y +l / perimeter components hlom spreading - 11 w Min Ste In [tie ryrtt] epos baro, , om-wld0le Y.N.sto toop pmoft ro.on.m sawn wl mtwraemln ,...,_, .. I. ..._ ''k _ .. .•�c ...< �. - .. t- 5 O - FIG. 3 Category C Treatment of Cross Runners and Main Runners at Terminal Ends When Support Ledge of Perimeter Closure is Less Than Minimum r/a in. [22 mm] EMIn3l6in[ItImm] ; Min 718In ]22 mm] splice or intersection. The connectors at splices and intersec- 5.2.4 Terminal ends of main runners and cross members FIG. 2 Category C Treatment of Cross Runners and Main Runners at Terminal Ends When Using Reveal (Shadow) Edge Wall Closures lions shall be the mechanical interlocking type. 5.1.3 Evaluation of test results shall be made on the mean shall be tied together or have some other approved means to prevent their spreading. Stabilizer bars, cross tees or other values resultingfrom tests on a minimum of three identical specimens. If the deviation of any individual test result exceeds means to prevent spreading shall occur within 8 in. [200 aim] of each wall.- ± 10 % from the mean value, three additional samples shall be P 5.2.5 Direct concealed suspended ceiling systems shall have tested. After the required testing on the six specimens is Positively connected stabilizer bars or mechanically connected _ u - complete. Drop the high and low test values and use the four test to the test cross runners at a maximum spacing of 60 in. [1500 aim] y. L.. remaining results obtain mean value average. If one of the remaining test results still exceeds the Perpendicular to the main runners. Stabilization shall occur � ,.. ±10 % mean value, the lowest individual test value recorded within 24 in. [600 mm] of each wall. n .f 01 from the six test will be used as the reported test result. 5.2.6 The terminal end of each cross runner and main runner,- a 5.2 Suspension System Application: shall be supported independently, a maximum of 8 in. (200- 5.2.1 Unless perimeter members are a structural part of the mar) from each wall or ceiling discontinuity with No. 12-gauge " G approved system and meet the structural load carrying require- [2.70 mm] wire or approved wall support. See Fig. 4. t ments, wall angles or channels shall be considered as aesthetic $ 5.2.7 Suspension ire Application: , ' ° "` � �� �� , - 'F Mw'" - � closers and shall have no structural value assessed to them- 5.2.7.1 Suspension wires of galvanized, soft -annealed, mild _„ , , h a selves or their method of attachment to the walls. steel wire shall not be smaller than No. 12 gauge [2.70 m] ai ti• s,,, t' Li 5.2.2 The perimeter support angle shall supply a support spaced at 4 ft [1200 mm] on center along each main runner ledge of not less than 2 in. [50 aim]. 5.2.3 Main runner and/or cross runner ends shall be attached unless calculations justifying the increased spacing or alternate FIG. 4 Categories D, E & F Treatments to the perimeter on two adjacent walls. A clearance of 3/4 in. [18 materials are provided, mm] shall be maintained between the main runner and cross 5.2.7.2 Each vertical wire shall be attached to the ceiling full turns (360' each) within a 3-in. [75-mm] length. Connec- 5.2.7.4 Wires shall not attach to or bend around interfering runner ends and the perimeter members on the two opposite suspension member and to the support above such that the wire lion devices to the supporting construction shall be capable of material or equipment. A trapeze or equivalent device shall be walls (see Fig. 4, C-C). On the walls where the terminal end loops shall be tightly wrapped and sharply bent to prevent any carrying not less than a 100-lb [45-kg] allowable load. used where obstructions preclude direct suspension. Trapeze runners are not fixed to the perimeter supporting closure, allow vertical movement or rotation of the member within the loops. 5.2.7.3 Suspension wires shall not hang more than one in six suspensions shall be sized to resist the dead load and lateral for 3/4 in. [18 mm] axial movement. The wire must be wrapped around itself a minimum of three out of plumb unless countersloping wires are provided. forces appropriate for the seismic design category. Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 4 Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 5 Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 6 Downloaded/printed by Downloaded/printed by Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Z O w a O 1~ Ma er I DGERALD P. NOE Da �F: ARCHITECT Z O 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 y'1_ZN4 1-0 C7T/0\ r J No. C22130 Z Ren. 09/30/27 Q w0 9T� O�� Q �F CA�_\F J a- O IV- w _#kk 0 O U Ir O 0 Z Q Z 10-03-2025 O W REVISIONS: z Z NO. DATE DESCRIPTION BY In w w Z O U O m >z_ CLIENT NAME: BCAL CONSTRUCTION, INC 0 J) I O Ir CHRISTOPHER McGOWAN UJ 40575 CALIFORNIA OAKS ROAD SUITE D2 234 U) MURRIETA, CALIFORNIA 92562 m 0 PROJECT NAME: 0 Z Q .. Z O � e U 7447 INTERIOR ° PIZZA SUP -FIT m TUSTIN AVENUE RETAIL - BUILDING B O 301 NORTH TUSTIN AVE. - SUITE D o SANTA ANA, CALIFORNIA 92705 00 J SHEET TITLE: J Q D ASTM E580 U Q m LL LLI CEILING DETAILS m Z O n. In w m m 0 PROJECT NUMBER 25-034 = DATE 06-12-2025 m w SHEET NO. U m Q w I ■ SHEET 3 OF 12 CITY OF SANTA ANA inning and Building Agency y E 580/E 580M - 09a 5.2.8 Lateral Force Bracing: 5.2.8.1 Lateral force bracing is required for all ceiling areas greater than 1000 ft2 [92.9 m2]. 5.2.8.2 Horizontal restraints shall be effected by four No. 12-gauge [2.70 mm] wires secured to the main runner within 2 in. [50 mm] of the cross runner intersection and splayed 90' from each other at an angle not exceeding 45' from the plane of the ceiling. A strut fastened to the main runner at the location of the bracing wires shall be extended to and fastened to the structural members supporting the roof or floor above. The strut shall be adequate to resist the vertical component induced by the bracing wires. These horizontal restraint points shall be placed 12 ft [3600 mm] on center in both directions with the first point within 6 ft [ 1800 mm] from each wall. Attachment of the restraint wires to the structure above and to the main runner shall be adequate for the load imposed. See Fig. 4. 5.2.8.3 Lateral force bracing members shall be spaced a minimum of 6 in. [150 mm] from all horizontal piping or duct work that is not provided with bracing restraints for horizontal forces. Bracing wire shall be attached to the grid and to the structure in such a manner that they can support a load of not less than 200 lb [90 kg] or two times the actual design load, whichever is greater. 5.2.8.4 Rigid braces that have been designed to limit rela- tive lateral deflections at the point of attachment of the ceiling grid to less than 0.25 in. [6 mm] are permitted to be used in the place of diagonal splay wires. 5.2.8.5 Except where rigid bracing is used or substantiating design calculations have shown that lateral deflections are limited to less than 0.25 in. [6 mm], sprinkler heads and other penetrations shall have a 2-in. [50-mm] oversize ring, sleeve or adapter through the ceiling tile to allow for free movement of at least 1 in. [25 mm] in all horizontal directions. Alternatively, a flexible sprinkler hose fitting that can accommodate 1 in. [25 mm] of ceiling movement shall be permitted to he used without the oversized ring, sleeve or adapter. 5.2.8.6 Changes in ceiling plane elevation shall have inde- pendent positive bracing. 5.2.8.7 Cable trays & electrical conduits shall be supported and braced independently of the ceiling. 5.2.8.8 Integral Ceiling/Sprinkler Construction -As an al- ternate to providing the large clearances specified in 5.2.8.4, it is acceptable for the sprinkler system and the ceiling system grid to be designed and constructed so that they are tied together as an integral unit. Such a design shall be performed by a registered engineer and shall consider the mass and flexibility of all elements involved, including the ceiling system, sprinkler system, light fixtures and mechanical (HVAC) appurtenances. 5.2.9 Seismic Separation Joint: 5.2.9.1 All continuous ceiling areas exceeding 2500 ft2 [232 m2], shall have a seismic separation joint, bulkhead braced to the structure or full height partition that breaks the ceiling into areas of no more than 2500 ft2 [232 m2I and having a ratio of the long to short dimension less than or equal to 4. Each area shall be capable of allowing - - 3/4 in. [ 18 mm] axial movement. Areas surrounded by bulkheads or full height partitions shall be provided with closure angles in accordance with 5.2.2. Each area with a seismic separation joint, bulkhead or full height partition shall have horizontal bracing or restraints in accor- dance with 5.2.8.2. 5.3 Light Fixture Application: 5.3.1 All lighting fixtures shall be positively attached to the suspended ceiling system by mechanical means as specified in the National Electrical Code, unless independently supported. The attachment device shall have the capacity of 100 % of the lighting fixture weight acting in any direction. A minimum of two attachment devices are required for each fixture. 5.3.2 Surface -mounted lighting fixtures shall be attached to the ceiling suspension system with positive clamping devices that completely surround the supporting members. Safety wires shall be attached between the clamping device and the adjacent ceiling hanger or to the structure above. In no case shall the fixture exceed the design carrying capacity of the supporting members. 5.3.3 When the load caning capability of cross tees support- ing light fixtures is less than 16 lbs/ft (241.7 N/m), supplemen- tal hanger wires shall be required. Supplemental hanger wires shall be installed as shown in Fig. 5. 5.3.4 Lighting fixtures weighing less than 10 lb [5 kg] shall have one, No. 12 gauge [2.70 mm] safety wire connected from the fixture housing to the structure above. It is not necessary for these safety wires to be taut. 5.3.5 Lighting fixtures weighing greater than 10 lb [5 kg] but less than 56 lb [25 kg] shall have, in addition to the requirements outlined in 5.3.4, two No. 12-gauge [2.70 mm] hanger wires connected from the fixture housing (not the detachable end plates) to the structure above that act as safety wires. It is not necessary for these safety wires to be taut. 5.3.6 Lighting fixtures weighing 561b [25 kg] or more shall be supported directly from the structure above by approved hangers. 5.3.7 Pendant -hung lighting fixtures shall be supported directly from the structure above using no less than No. 9-gauge [3.70 mm] wire or an approved alternate support. The ceiling suspension system shall not provide any direct support. 5.3.8 Rigid conduit shall not be used for attachment of the fixtures. 5.4 Services within the Ceiling: 5.4.1 Flexible sprinkler hose fittings, ceiling -mounted air terminals or other services weighing less than 201b [9 kg] shall be positively attached to the ceiling suspension main runners or to cross runners that have the same carrying capacity as the main runners. 5.4.2 Flexible sprinkler hose fittings, air terminals or other services weighing more than 20 lb [9 kg ] but less than 56 lb [25 kg] shall have, in addition to the requirements in 5.4.1, two No. 12-gauge [2.70 mm] hanger wires connected from the terminal or service to the ceiling system hangers or to the structure above that act as safety wires. It is not necessary for these wires to be taut. 5.4.3 Flexible sprinkler hose fittings, air terminals or other services weighing more than 56 lb [25 kg] shall be supported directly from the structure above by approved hangers. 5.5 Partition Application to Suspended Ceilings: Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 7 Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. y E 5801E 580M - 09a APPENDIX (Nonmandatory Information) X1. COMMENTARY X1.1 Recommendations in previous versions of this prac- tice were based in part on testing done in the 1980's. This, coupled with general observations from the earthquake prone areas in California have lead to the original practice. X1.2 Actual earthquake experience (most notably Northridge and Loma Prieta earthquakes) has shown that three main things are critical for good performance of ceiling systems during earthquakes which are: X1.2.1 Independent safety wires on light fixtures to prevent dropout, X1.2.2 Minimum strength requirements for splices and cross/runner/main runner intersections, and X 1.2.3 Spreader bars and independent support of suspen- sion member terminal ends at wall closures which prevent panel dropout if the perimeter suspension terminal end slips off of the closure support ledge. XL3 These observations have lead to the requirement for safety wires on light fixtures and minimum connection strengths in Practice E 580/E 580M. This also led to the requirement for 2-in. [50 mm] perimeter support ledger and the requirement for independent support of terminal ends of suspension members. XIA Advent of International Building Code has raised the awareness of seismic installation requirements in areas within the United States where these requirements traditionally were not a concern. X1.5 The introduction of non-traditional ceiling made of wood and metal, as well as ceilings that do not use traditional tee bar suspension systems, has lead to a need for an expansion Of the prescriptive installation requirements. There has been also a general concern over the interaction of the ceiling system with HVAC components, lights and sprinklers. This coupled with the coming of next generation of performance based seismic codes has lead to new interest in clear and concise requirements for installation of ceiling systems. The result is this current rewrite of this practice. ASTM International takes no position respecting the validity of any patent rights asserted in connection with any item mentioned in this standard. Users of this standard are expressly advised that determination of the validity of any such patent rights, and the risk of infringement of such rights, are entirety their own responsibility. This standard is subject to revision at any time by the responsible technical committee and must be reviewed every five years and if not revised, either reapproved or withdrawn. Your comments are invited either for revision of this standard or for additional standards and should be addressed to ASTM Intemational Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee, which you may attend If you feel that your comments have not received a fair hearing you should make your views known to the ASTM Committee on Standards, at the address shown below. This standard is copyrighted by ASTM International, 100 Barr Harbor Drive, PO Box C700, West Conshohocken, PA 19428-2959, United States. individual reprints (single or multiple copies) of this standard may be obtained by contacting ASTM at the above address or at 610-832-9585 (phone), 610-832-9555 (fax), or service@astm.org (6-mail); or through the ASTM website (www.astm.org). Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 10 Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. E 580/E 580M - 09a FIG. 5 Supplemental Hanger Wires at Light Fixtures FIG. 5 Supplemental Hanger Wires at Light Fixtures (continued) 5.5.1 Partitions that are tied to the ceiling and all partitions greater than 6 ft (1.8 m) in height shall be laterally braced to the building structure. Such bracing shall be independent of any ceiling splay bracing. Bracing shall be spaced to limit horizontal deflection at the partition head to be compatible with ceiling deflection requirements as determined for suspended ceilings. 5.6 Ceiling Penetrations: 5.6.1 All ceiling penetrations (columns, etc.) and indepen- dently supported fixtures or services shall be considered as perimeter closures that also must allow the required clearances by using suitable closure detail. 5.7 Consequential Damage/Seismic Interaction Effects: 5.7.1 The functional and physical interrelationship of archi- tectural components (ceilings), their supports, and their effect on each other shall be considered so that the failure of an Copyright by ASTM Intl (all rights reserved); Fri May 21 16:04:01 EDT 2010 8 Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized_ (2) 16d NAILS I I� FRAMING I-JGIST EA. END, EA. BLK 3 BAYS 2x4 BLOCKING. J y"0 x" LAG BOLT INTO COMPRESSION STRUT ON 2x4 BLOCKING FOR EMT MIDDLE BLOCKING. OR (2) #8 SMS FOR STUD CEILING COMPRESSION - STRUT (EMT, METAL STUD, ETC) COMPRESSION STRUT DETAIL NOT TO SCALE E 580/E 580M - 09a FIG. 5 Supplemental Hanger Wires at Light Fixtures (continued) essential or non -essential ceiling, mechanical or electrical component shall not cause the failure of an essential ceiling, mechanical or electrical component. This shall be the respon- sibility of the design professional. NoTE 3-An essential component is a component that must function and be operable immediately after a seismic event. 6. Substantiation 6.1 Each ceiling system manufacturer shall furnish tension and compression force capabilities of main runner splices, cross runner connections, and expansion devices. The manu- facturer shall also furnish load capabilities of the suspension system components. 6.2 All load testing shall be conducted or witnessed by an approved independent testing agency. 6.3 All seismic ceiling designs not conforming to this standard shall be by a licensed engineer and shall be approved by the authority having jurisdiction. 7. Drawings and Specifications 7.1 The drawings shall clearly identify all systems and shall define or show all supporting details, lighting fixture attach- ment, lateral force bracing, partition bracing, etc. When this standard is referenced in a drawing, this standard shall be considered part of the requirements of the drawing to the prescribed extent of such reference. Where differences occur between provisions of this standard and referenced codes, the provisions of the code shall apply. Deviations or variation shall be shown or defined in detail. 8. Keywords 8.1 ceiling suspension; earthquake; seismic; seismic re- straint; suspended ceiling Copyright by ASTM 1nt'l (all rights reserved); Fri May 21 16:04:01 EDT 2010 9 Downloaded/printed by Farrell Vanderree (Dryco+Systems+Inc.) pursuant to License Agreement. No further reproductions authorized. Wood I -Joist Bottom Flange 1/4" diameter closed eye screw with 11/4" min. penetration at bottom flange : [ 12 ga. hanger wire min. 3 turns 1 min. Note: Do not insert sc eyes parallel to lamin 114" diameter closed eye screw with 11/4" min. penetratior align with brace wire min. 3 turns Note: Hanger or bracing wire anchors to the structure should be installed in such a manner that the direction of the anchor aligns as closely as possible with the direction of the wire. EYE LAG DETAIL AT WOOD I -JOIST NOT TO SCALE FAI a O H M o er I `HERALD P. NOE Da ARCHITECT 1~ z O Z O W U Z Q W 0 U W 0 0 U O 6 Z Q U) Z O Z W z Z 0 VI W > z O U 0 I- O z Q rr 0 T 4 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ED ARCy\ � o�Ps R cF��T��� 'Z' 0 No. C22130 Ren. 09/30/27 �Q 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY 12-26-2025 PLAN REVIEW COMMENTS DKH 03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR Pizza onUP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: ASTM E580 CEILING DETAILS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-2.2 SHEET 3 OF 12 CITY OF SANTA ANA inning and Building Agency LVI Al FINISH MATERIAL LEGEND (BASED ON JULY 9, 2021 - INTERIM STANDARDS) TAG DESCRIPTION MANUFACTUREER ITEM # NAME/COLOR SIZE TYPE NOTES F- F 00 TI DALTILE SD14636S1PR SADDLEBROOK 11 FARMHOUSE 6"X36" 1,5 F-2 QUARRY FLOOR TILE DALTILE OT03661 P ASHEN GRAY 676" 2,6 F-3 NOT USED B-1 FLOOR TILE DALTILE SD14636S1PR SADDLEBROOK 11 FARMHOUSE 6"X36" 1,16 B-2 QUARRY COVE TILE BASE DALTILE Q3565 ASHEN GRAY 576" 2, 8,13 B-3 NOT USED T-1 WALL TILE DALTILE VV10361P VITRUVIAN WHITE GLOSSY 3"X6" 4 T-2 NOT USED TR-1 TRIM TILE SCHLUTER Q 100E QUADEC - SS 3/8" 11 TR-2 TRIM TILE SCHLUTER Q 80E QUADEC - SS 5/16" 12 TR-3 COVE BASE TRIM SCHLUTER AHK 1S 100 AE DILEX-AHK 3/8" 16 P-1 PAINT SHERWIN WILLIAMS SW 9165 GOSSAMER VEIL SATIN 1 EGGSHELL P-2 PAINT BENJAMIN MOORE PM-11 ESSEX GREEN SATIN / EGGSHELL CT-1 CEILING TILE USG FROST - SLB 440 - PROFILE A 2'X2' 7 CT-2 CEILING TILE G C AN OM LAS 100 (WASHABLE VINYL FACED GYP BOARD PANELS) Z'X4' 9 SF-1 SURFACE MSI QUARTZ CALCUTTA LEON 2 CM SLAB 18 SF-1 (ALT) SURFACE WILSON ART Q4008 QUARTZ, HAIDA 2 CM SLAB SF-2 WOOD WALL TREATMENT MDF BOARD PRIMED 1" x 2" x 8'-0" 19 SF-3 WOOD WALL TREATMENT MDF BOARD PRIMED 1" x 3" x 8'-0" 20 SF-4 WOOD CHAIR RAIL MDF BOARD PRIMED 1" x 3" x 8'-0" 21 SF-5 NOT USED SF-5 (ALT) NOT USED SF-6 LAMINATE WILSONART LAMINATE BLACK 1595 FINISH: 60 MATTE 4'x8' SF.7 FRP MARLITE P-199 FIBRE REINFORCED PLASTIC, BRITE WHITE PEBBLE FINISH SCHEDULE KEY NOTES: 1. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CACOA #79 (3/16" JOINT) 2. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CHARCOAL #47(3/8" JOINT) 3. GROUT FOR FLOOR TILE TO BE MAPEI ULTRACOLOR PLUS CHARCOAL #47 (3/16" JOINT) 4. GROUT FOR WALL TILE TO BE MAPEI KERACOLOR IRON #107 (1/4" JOINT) 5. ORIENTATION TO BE HORIZONTAL TO THE FRONT COUNTER WITH 1/3 STAGGER 6. ORIENTATION TO BE STACKED 7. GRID TO BE PROFILE "A" AND TILE TO HAVE SLB (SHADOWLINE BEVEL) PROFILE. �8. QUARRY COVE BASE SHALL HAVE A MINIMUM OF 3/8" RADIUS 9. GRID TO BE 5/16" COMMERCIAL QUALITY 10. 11. TRIM FOR USE BETWEEN DIFFERENT ADJACENT TILES AND TILE TO GYP. BD. TRANSITIONS 12. TRIM FOR USE AT OUTSIDE CORNERS 13. INSIDE AND OUTSIDE CORNERS TO BE USED. 14. BAR TOPS TO HAVE 1/4" RADIUS TOP & BOTTOM WITH 1/4" RADIUS CORNERS. THE FINISH IS TO BE NATURAL WITH PREMIUM POLYURETHANE. ALL LEG SUPPORTS SHALL BE 2" DIA. WITH ESCUTCHEON PLATES @ TOP AND BOTTOM AND HAVE BLACK CRINKLED FINISH. THE BAR TOPS AND SUPPORTS SHALL BE PROVIDED BY THE TABLE VENDOR. 15. 16. TR-3 AND ALL REQUIRED TRIM ACCESSORIES FOR FLOORING INSTALLATION 17. 18. CONTACT RAFAEL BERNAL @ RAFEAL.B@MSISURFACES.COM OR 248.930.3459 19. 1X2 MDF OR SIMILAR TO BE MOUNTED TO THE WALL @ 131/2" O.C. SPACING VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE 11 ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED 11 TRIM & WALL TO BE PAINTED P-1 11 IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM 20. 10 MDF OR SIMILAR TO BE MOUNTED TO THE WALL VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE 11 ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED 11 TRIM & WALL TO BE PAINTED P-1 II IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM 21. 10 MDF OR SIMILAR TO BE MOUNTED TO THE WALL VIA CONSTRUCTION ADHESIVE AND CONCEALED HARDWARE 11 ANY NAIL / SCREW HOLES ARE TO BE FILLED, EDGES TO BE CAULKED 11 TRIM & WALL TO BE PAINTED P-1 11 IT IS RECOMMENDED TO SAND THE WALLS, PRIME AND THEN INSTALL THE TRIM NOTE: REFER TO PLAN TO DETERMINE SPECIFIC REQUIREMENTS FOR THE WALL & FINISHES SEE PLAN FOR SPECIFIC WALL ASSEMBLY PREFERENCES & WALL FINISH REQUIREMENTS CLEAR SEALANT 5" TALL COVE BASE TILE W/ 3/8" MINIMUM RADIUS - SET FLUSH WITH FLOOR TILE QUARRY FLOOR TILE TYPICAL FLOOR TILE TO BASE DETAIL NOT TO SCALE PLAN NOTES A. REFERENCE MATERIAL RESOURCES AND SCHEDULE SHEET FOR FINISH SELECTIONS AND ADDITIONAL INFORMATION. B. PROVIDE THRESHOLDS, TRANSITION STRIPS, EDGINGS, ETC. AT CHANGES IN FLOORING MATERIAL. USE ALUMINUM PROFILE BY SCHLUTER SYSTEMS AS DICTATED BY FIELD CONDITION. C. PRIOR FLOOR FINISH AND FLOOR COVERING MATERIALS SHALL NOT BE LESS THAN CLASS N GROUPS A. CONTRACTOR TO GET OWNER AND ARCHITECT APPROVAL ON MATERIAL MATCH PRIOR TO PURCHASE AND INSTALLATION. PROVIDE SAMPLES. E TILE EXPANSION JOINTS PER TCNA EA 71. ALIGN WITH SLAB CONTROL SILICONE SEALANT AND JOINT FILLER. F. INTERIOR FLOOR FINISHES SHALL BE DESIGNED WITH A CRACK CONTROL JOINT ALONG THE LENGTH OF EXISTING POUR STRIPS AT THE COLD JOINT WHERE THE POUR STRIPS CONNECT TO THE MAIN BUILDING SLAB. G. WALK-IN COOLER PROVIDED WITHOUT A FLOOR. REFERENCE WALK-IN COOLER SHOP DRAWINGS. H. FIELD VERIFY DIMENSIONS OF WALLS TO RECEIVE WALL COVERINGS, MURALS, OR WAINSCOT PRIOR TO INSTALLATION. I. INTERIOR FINISH CLASSIFICATIONS: FOR SPRINKLERED BUILDINGS: INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS - CLASS B CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS - CLASS C ROOMS AND ENCLOSED SPACES - CLASS C FOR NOWSPRINKLERED BUILDINGS: INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS - CLASS A CORRIDORS AND ENCLOSURES FOR EXIT ACCESS STAIRWAYS AND RAMPS - CLASS B ROOMS AND ENCLOSED SPACES - CLASS C CLASS A: = FLAME SPREAD INDEX 0-25; SMOKEDEVELOPED INDEX 0-450 CLASS B: = FLAME SPREAD INDEX 26-75; SMOKEDEVELOPED INDEX 0-450 CLASS C: = FLAME SPREAD INDEX 76-200; SMOKEDEVELOPED INDEX 0-450 ROOM FINISH SCHEDULE ROOM FLOOR BASE WALLS CEILING NOTES MATERIAL HEIGHT 100 WAITING AREA F-1 B-1 T-1, SF-2, SF-3, SF-4, P-1 CT-1 10'-6" 2 101 SERVICE AREA F-1 B-1 T-1, P-1, SF-7 CT-1 10'-6" 2 102 KITCHEN F-2 B-2 SF-7 CT-2 10'-0" 103 WALK-IN COOLER F-2 B-2 METAL (1) METAL (1) 9'-0" 104 RESTROOM F-1 B-1 SF-7 CT-2 8'-0" ROOM FINISH SCHEDULE KEY NOTES: 1. ALL EXPOSED WALK-IN WALLS AND CEILING SHALL BE "GALVALUME EMBOSSED 26 GA" PANELS (METAL). THEY ARE DURABLE, SMOOTH, NONABSORBENT AND EASILY CLEANABLE. 2. SEE INTERIOR ELEVATIONS FOR THE HEIGHTS TO TRANSITION THE WALL COLORS AND MATERIALS. WALK-IN COOLER WALL PANEL STAINLESS STEEL'T' FLASHING 5" TALL COVE BASE TILE W/ 3/8" MINIMUM RADIUS - SET FLUSH WITH FLOOR TILE QUARRY FLOOR TILE WALK-IN FLOOR TILE TO BASE DETAIL NOT TO SCALE XAIAI v ini r)OLER WALLS ETAL ANGLE (EXTENDS FROM FLOOR) PROVIDED WITH WALK-IN )VERLAP FRP i, TERMINATE FRP WALKIN WALL CLEAR SEALANT WALK-IN COOLER CORNER CLOSURE NOT TO SCALE MOP SINK STAINLESS STEEL'T' FLASHING 5" TALL COVE BASE TILE W/ 3/8" MINIMUM RADIUS - SET FLUSH WITH FLOOR TILE QUARRY FLOOR TILE MOP SINK FLOOR TILE TO BASE DETAIL NOT TO SCALE ALL EXPOSED WALK-IN WALLS AND - CEILING SHALL BE "GALVALUME - EMBOSSED 26 GA" PANELS. THEY ARE DURABLE, SMOOTH, NONABSORBENT AND EASILY CLEANABLE. "132" BASE ON ALL EXPOSED WALLS OF THE WALK-IN. SEE DETAIL 3 / A-3.0 SEE DETAIL 5 / A-3.0 FOR STANDARD CORNER CLOSURE DETAIL. ALL CORNERS SHALL BE SEALED / CONCEALED IN A SIMILAR FASHION, 0: SEE DETAILS ON A4.1 FOR DETAILED FINISHES THE EMPLOYEE SIDE OF THE POS- COUNTER WALL SHALL HAVE "SF7" AND "B1" BASE COUNTER SF1 WAITING AREA SEE THE INTERIOR ELEVATION FOR ADDITIONAL INFORMATION REGARDING FINISH MATERIAL TRANSITIONS. 100 PUSH SIDE P1 ML� L WALK-IN COOLER B2 BASE SHALL EXTEND L 103 L AROUND THE PERIMETER OF THE MOP SINK. SEE DETAILS 41 B2 A-3.0 F2 B2 ALL WALLS IN KITCHEN TO HAVE i L L F2 j "SF7" (FIBERGLASS REINFORCED L L PLASTIC - FLOOR TO CEILING) ® AND "62" BASE. SEE DETAIL 2 / LI A-3.0 L 2 FLOOR SINK 11 SEE PLUMBING I I I ITCHEN I ` 102 I � FLOOR DRAIN 11 SEE PLUMBING INSTALL WATERPROOFING MEMBRANE M 1'-6" FROM WALL ON FLOOR & UP TO 1'-0" ON WALL I ALL WALLS IN KITCHEN TO HAVE "SF7" (FIBERGLASS REINFORCED PLASTIC - FLOOR TO CEILING) AND'B2" BASE. SEE DETAIL 21 R2 A 3.0 F2 I 1 TV' ON CUSTOMER SIDE FACE r�-- &BOTTOM OF SOFFIT - - - - - - - - - - - - - - - - - - IN-gym II SERVICE AREA I I LU O0 � 101 = o m P1 TOP ISF2 TRIM SF4 TRIM MBASE TRIM LOW B1 LU EACH SIDE RESTROOM °° o P1 104 ALL WALLS IN RESTROOM TO �Q IHAVE "SFT Q` o��� _ RENFORCE(DIPLASTIC SS FLOOR TO CEILING) AND "B1" BASE B1 nci�doo F 1 a. :!E 2E 3�: U FINISH PLAN SCALE: 1/4" = 1'-O" 1 1 2 F1 R E a O 1~ Mas3er I DGERALD P. NOE 1~ Da ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 �S�D ARc Ry\ No. C22130 Ren. 09/30/27 �Q Or II 01-29-2026 REVISIONS: NO. DATE DESCRIPTION BY 10-03-2025 PLAN REVIEW COMMENTS DKH 12-26-2025 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: r• _e ` 7447 - INTERIOR PIZZA UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: FINISH PLAN & MATERIAL SCHEDULE PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-3 mO SHEET 5 OF 12 CITY OF SANTA ANA inning and Building Agency �— fi-- 48- 30" x 48" CLEARS — co �TI 61. ENLARGED RESTROOM PLAN SCALE: 1 /2" = 1'-0" RESTROOM ELEVATION SCALE: 1 /2" = 1'-0" SEE DETAILS & NOTES A4 & G- RR ELEVATION SCALE: 1/2" = 1'-0" A RESTROOM NOTES 1. COMPLY WITH THE REQUIREMENTS OF CALIFORNIA BUILDING CODE. 2, WATER CLOSETS AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROL SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING PINCHING OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" AFF. 3. THE FORCE REQUIRED TO ACTIVATE WATER CLOSET AND URINAL FLUSH VALVE CONTROLS AND FAUCET AND OPERATING MECHANISM CONTROLS SHALL BE NO GREATER THAN 5 LBS. 4. SELF CLOSING FAUCET CONTROL VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. 5. WHERE TOWEL, SANITARY NAPKINS WASTE RECEPTACLES AND OTHER SIMILAR DISPENSING AND DISPOSAL FIXTURES ARE PROVIDED AT LEAST ONE OF EACH TYPE SHALL BE LOCATED WITH ALL OPERABLE PARTS INCLUDING COIN SLOTS WITHIN 40" FROM THE FINISHED FLOOR, 6. LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER SURFACE NO HIGHER THAN 34" ABOVE THE FINISHED FLOOR AND WITH A CLEARANCE OF AT LEAST 29" FROM THE FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER FRONT UP EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIMUM DEPTH AT THE TOP TOE CLEARANCE SHALL BE THE SAME WIDTH AND SHALL BE A MINIMUM OF 9" HIGH FROM THE FLOOR AND A MIN OF 17" DEEP FROM THE FRONT OF THE LAVATORY. 0 RESTROOM ACCESSORIES SCHEDULE TAG: DESCRIPTION MFGR. MODEL. 12.2 AUTOMATIC ROLL TOWEL DISPENSER BOBRICK B-72974 12.3 SOAP DISPENSER BOBRICK B-40 70 BABY CHANGING STATION KOALA KARE KB301 CONFIRM COLOR W/ OWNER) 71 MIRROR BOBRICK B-1651836 72 TOILET PAPER DISPESER BOBRICK B-253 73 FEM. NAPKIN DISPOSAL BOBRICK B-27 74 TOILET SEE PLUMBING 74.1 36" GRAB BAR BOBRICK B-5806X36 74.2 42" GRAB BAR BOBRICK B-5806X42 74.3 18" GRAB BAR BOBRICK B-6806X18 75 LAVATORY SEE PLUMBING 75.1 FAUCET SEE PLUMBING 3ENERAL NOTE: PROVIDE DOUBLE 20 MSG GALV STEEL STUDS IN WALLS TO SUPPORT ALL WALL HUNG PLUMBING FIXTURES, TYPICAL. ?. ALL TOILET ACCESSORIES SHALL BE MOUNTED IN ACCORDANCE WITH THE ADA HEIGHT & REACH REQUIREMENTS. SF 12.2 0 0 X Q 0 RR ELEVATION SCALE: 1 /2" = 1'-0" RR ELEVATION SCALE: 1 /2" = 1'-0" cM M M 0 60 A vi z 0 4 w z O H M o er I DGERALD P. NOE Da ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ED ARCy\ � o > r� n z No. C22130 O �� Ren. 09/30/27 Q z Q �F CALF J IL 2 O U W O U Ir O 0 z Q z 03-1 1-2026 O W REVISIONS: Z_ z NO. DATE DESCRIPTION BY w 2 (n 12-26-2025 PLAN REVIEW COMMENTS DKH w 2 }Q > 03-11-2026 PLAN REVIEW COMMENTS DKH Z O U O z_ CLIENT NAME: 0 BCAL CONSTRUCTION, INC U) CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR Pizza UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: RESTROOM PLAN & ELEVATIONS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-4.0 SHEET 7 OF 12 CITY OF SANTA ANA inning and Building Agency POS COUNTER ELEVATION (END SCALE: 1/2" = 1'-0" 0 MILLWORK DETAIL (REGISTER COUNTER SCALE: 1" = 1'-0" 2 3" GROMMETT A-4.1 FIELD VERIFY EXACT LOCATION 6'-11y2" �. �. 2" 1 III II III II III -- — —----------- III DIM. PULLED FROM FACE OF CEMENT BD. 3 A-4.1 POS COUNTER ENLARGED PLAN SCALE: 1/2" = 1'-0" CV N 2" WIDE x 16" x 16" HAMILTON STAINLESS STEEL SUPPORT BRACKET (ARCHITECTERAULDEPOT.COM)@ 24" O.C. ALONG COUNTER W/ SOLID BLOCKING COUNTERTOP SFt ,REFER TO FINISH SCHEDULE. 3/4" PLYWOOD. 2X4 BLOCKING. #8 WAFER SCREW, 20 GA SLOTTED MTL TRACK. ICC ESR-1042, 248 SELF -DRILLING SCREWS. WALL TILE (= REFER TO FINISH SCHEDULE. 5/8" CEMENT BOARD. FRP(= REFER TO FINISH SCHEDULE. 5/8" WATER RESISTANT GYP BD. TILE BASE 61 SCHLUTER COVE 3 TRIM MTL TRACK. POWER DRIVEN PIN 16" OC STAGGERED UNO. ICC ER-2388, ER-4546, ER-5330, ER-1372. AREA FOR PRINTER AND SAFE BELOW. CONCEALED SUPPORT BRACKET- SEE DETAIL: MILLWORK DETAIL (CASH DRAWER SCALE: 1" = 1'-0" IUARTZ COUNTERTOP SF1 , REFER TO FINISH CHEDULE. a o O~ w = c7 o z w_ cV = U 18" MTL. STUD WALL WITH ' GYP BD (SEE ELEVATION R FINISHES) POS COUNTER ELEVATION (EMPLOYEE SIDE SCALE: 1/2" = 1'-0" 2" WIDE x 16" x 16" HAMILTON STAINLESS STEEL SUPPORT BRACKET (ARCHITECTERAULDEPOT.COM)@ 24" O.C, ALONG COUNTER WI SOLID BLOCKING 2X4 BLOCKING. COUNTERTOP (= REFER TO FINISH SCHEDULE. 314" PLYWOOD. WALL TILE Tt ,REFER TO FINISH SCHEDULE. #8 WAFER SCREW. 20 GA SLOTTED MTL TRACK, ICC ESR-1042. 248 SELF -DRILLING SCREWS. SLIDE -OUT KEYBOARD TRAY (OUTWATER PLASTICS #CT12-PT) FRP SF7 REFER TO FINISH SCHEDULE. 518" WATER RESISTANT GYP BD. 5/8" CEMENT BOARD. 3 TILE BASE B1 SCHLUTER COVE TRIM MTLTRACK. POWER DRIVEN PIN 16" OC STAGGERED UNO. ICC ER-2388, ER-4546, ER-5330, ER-1372. 2" WIDE x 16" x 16' HAMILTON STAINLESS STEEL SUPPORT BRACKET(ARCHITECTERAULDEPOT.COM) @ 24" O.C. ALONG COUNTER WI SOLID BLOCKING COUNTERTOP SF1 ,REFER TO FINISH SCHEDULE. 314" PLYWOOD 2X4 BLOCKING. #8 WAFER SCREW. 20 GA SLOTTED MTL TRACK. ICC ESR-1042. 248 SELF -DRILLING SCREWS. WALL TILE (=, TO FINISH SCHEDULE. SLIDE -OUT DRAWER. 5/8" CEMENT BOARD. FRP 8F2 REFER TO FINISH SCHEDULE. 518" WATER RESISTANT GYP BD. TILE BASE Bt SCHLUTER COVE TRIM MTL TRACK. POWER DRIVEN PIN 16" OC STAGGERED UNO. ICC ER-2388, ER-4546, ER-5330, ER-1372. MILLWORK DETAIL (DRAWER SCALE: 1" = 1'-0" POS COUNTER ELEVATION (CUSTOMER SIDE) SCALE: 1/2" = 1'-0" z 0 4 w a w 0 H M oer ID6ERALD P. NOE H Da : ARCHITECT ' 399 LUCERNE DRIVE z SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 z mail@gpnarcht.com 0 U w W CHECKED BY: DKH DRAWN BY: DKH z THIS DRAWING IS AN INSTRUMENT OF W SERVICE AND SOLE PROPERTY OF THE w ARCHITECT, AND SHALL NOT BE USED rr IN ANY WAY. WHATSOEVER, WITHOUT THE 0 WRITTEN PERMISSION OF THE ARCHITECT. (n IT SHALL BE RETURNED TO THE ARCHITECT w UPON DEMAND. d COPYRIGHT 2025 �i ALL RIGHTS RESERVED U) c� z ARCHITECT OF RECORD: QTHOMAS R. GERBO Ir CALIFORNIA REGISTRATION NO. C22130 W U) LU U_�c�-ASP DRAcFti�T\ W V ��� ��� �% W 1 J z No. C22130 0 �� Ren. 09/30/27LU �Q a CALF O J n 75 0 U W 0 0 U cc 0 0 Z Q z 03-1 1-2026 0 W REVISIONS: H z z NO. DATE DESCRIPTION BY (1) w 3 01-29-2026 PLAN REVIEW COMMENTS DKH 0 w 4 03-11-2026 PLAN REVIEW COMMENTS DKH Z 0 U 0 H W z_ CLIENT NAME: C BCAL CONSTRUCTION, INC 0 CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: Aff• ` 7447 INTERIOR Pizza UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: POS D ETAI LS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-4.1 SHEET 9 OF 12 CITY OF SANTA ANA inning and Building Agency 0 ti SF7 27 27 27 © L _ THE HOOD VENDOR SHALL PRC THE REQUIRED STAINLESS STE COMPONENTS TO CONCEAL TH AREA FROM THE TOP OF THE H TO THE CEILING. INTERIOR ELEVATION SCALE: 1 /4"=1'-0" INTERIOR ELEVATION SCALE: 1 /4" =1'-0" WM19 20 co C: F- OPEN TO BEYOND o ❑ O DOOR & FRAME � P1 P1 P1 2s.o N N INTERIOR ELEVATION SCALE: 1 /4"=1'-O" THREADED ROD SUPPORTS FROM STRUCTURE ABOVE :LAED TYPE I DUCTWORK FROM HOOD TO ST FAN ON ROOF ABOVE. THE DUCTWORK IS :ALED IN A STAINLESS STEEL SURROUND. NDED EYEBROW HOOD 11 SEE MANUFACTURER'S .S FOR MOUNTING HEIGHTS — ■mmmmm===Im.1 �1�■0�11■II�11■�1� �■®®I:T�1.1■l1�.� <61>j L<61> DIGITAL MENU BOARDS (SEE DETAILS) 11 PRIOR TO MOUNTING TV'S THE LOCATIONS ARE TO BE CONFIRMED WITH THE OWNER INTERIOR ELEVATION SCALE: 1 /4"=1'-O" INTERIOR ELEVATION SCALE: 1 /4" =1'-0" SF SF7 2s.o 2s.o 24.2 24.1 25.0 25.0 24.0 i o 17a 12.1 Cr � I 17 N rn tiU zz n,-, n,-: q '-� LFLOOR MOUNTED MOP BASIN 18.1 <9>j P1 T-01/4" VERIFY INTERIOR ELEVATION SCALE: 1 /4"=1'-O" MURAL o OPEN TO BEYOND T1 P1 (V 61 DIGITAL MENU BOARDS (SEE DETAILS) 11 PRIOR TO MOUNTING TV'S THE LOCATIONS ARE TO BE CONFIRMED WITH THE OWNER �-�IN�TER�10RELEVATION SCALE: 1 /4" =1'-O" EXISTING STOREFRONT TO REMAIN 0-1 SF2 P1 co "r 1 F- M 0 P1 N EXISTING STOREFRONT TO REMAIN P1 co ti ti M 0 P1 ti N LSF4 SF3 61 SF4 SF3 61 INTERIOR ELEVATION INTERIOR ELEVATION SCALE: 1 /4"=1'-0" SCALE: 1 /4"=1'-O" z O 4 w a O Ey M o er I `dERALD P. NOE Da : ARCHITECT 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 J No. C22130 z Ron. 09/30/27 Q ww z J n 2 O U w 0 O U Ir O 0 Z Q z 10-03-2025 O z REVISIONS: z z NO. DATE DESCRIPTION BY w (1)0-03-2025 PLAN REVIEW COMMENTS DKH Al > Z O U O (n z_ CLIENT NAME: m BCAL CONSTRUCTION, INC 0 T) z CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: /. -• Vk 7447 - INTERIOR PIZZA �UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN "E. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: INTERIOR ELEVATIONS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-4.2 SHEET 10 OF 12 CITY OF SANTA ANA inning and Building Agency DPPER BY OWNER 1'-2" (TYP.) 4" X 8'-0" LONG 25 GA METAL STRIPS ADHERED TO WALL AND PAINTED WHITE 8'-0» 4'-0" PLUG MOLD WITH 10 LOCATIONS FOR POWER SPACED A MINIMUM OF 6" APART SUPPLIED BY OWNER CAR TOPPER MOUNTING DETAIL 1/4" = 1'-0" w I I UIVI VI Jvl I I 1 11 .1/ U GYPSUM BOARD, REFER TO INTERIOR ELEVATIONS �� CASED OPENING HEAD FOR FINISH (P1). 3" = 1'-0" CASED OPENING JAMB T= 1'-0" CASED OPENING WALL 3" = 1'-0" SCHLUTER QUADEC 0ED REFER TO FINISH SCHEDULE. FRP SF7 , REFER TO FINISH SCHEDULE. 5/8" WATER RESISTANT GYPSUM BOARD 3-5/8" METAL STUDS 5/8" CEMENT BOARD WALL TILE T-1 , REFER TO MWSq SCHEDULE. SCHLUTER QUADEC TR-2 , REFER TO FINISH SCHEDULE. CA z 0 F IV w a w 0 H M o er I `dERALD P. NOE H Da ARCHITECT H z 0 U) z 0 0 z O U w w H z w w w O Q cn w d U) C� z_ Q Ir Q w U) w H U_ O W N } J z 0 w U z Q J n 75 O U w 0 O U cc O 0 z Q cn z O z w H z z CD W } W z O U O F U z Q Cr 0 4 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ED ARCy\ � O No. C22130 Ren. 09/3OX27 �Q �CF CALIF �� 03-1 1-2026 REVISIONS: NO. DATE DESCRIPTION BY A03-11-2026 PLAN REVIEW COMMENTS DKH CLIENT NAME: BCAL CONSTRUCTION, INC CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: 7447 INTERIOR Pizza m UP -FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN AVE. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: M ISC. DETAILS PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-4.3 SHEET 11 OF 12 CITY OF SANTA ANA inning and Building Agency A A EQUIPMENT SCHEDULE Item No Qty Equipment Category Manufacturer Model Number CL E Q Y d = p > = a- j U N o m O a- 2 W z 75- U L OLL wQ C U� N O w� a N O.N OU) LL OLL UQ N co N O.N MU) y M LL OLL =Q N O i-.N 00 O LL itl oQ L N N cW L LL ALL cQ cn N M.N 00 m O LL CULL Q 1 1 Refrigerator, Pizza Prep Randell 84111 N 12.8 0.6 120 1 60 X 5-20P 8 2 1 Scale, Portion, Digital Dora[ Scale 7400 2.1 1 Easy Slicer, Manual Nemco N55200AN-6 2.2 1 Can Opener Edlund U-125 3.3 1 Refrigerator, Sandwich/Salad Prep True Mfg. - General Foodservice TSSU-27-08D-2-HC 3.5 0.4 1/5 115 1 60 X 5-15P 1 Display Case, Refrigerated Proofer True Mfg. - General Food Service T-23G-HC-CW-FGD01-LH 2.2 0.25 115 1 60 X 5-15P 82.25 John Boos ST6R1.5-36120GSK 6 1 Dough Roller Somerset CDR-500 6.8 0.5 115 1 60 X 5-15P 7.2 1 Oven, Conveyor XLT Smart Solutions 3270-2B 8.5 8.5 120 120 1 1 60 60 X X 6-20P 6-20P 50.5 50.5 1.5 1.5 209 209 25.5 45.5 8.2 1 Hood System - Type 1 XLT Smart Solutions 3270H-2B II F-Version Hood Coord. with Mfgr. Cut Sheets 9.9 1 Pizza Table Larosa Equip. Co. L-601108-32-BT-MT 9a 1 SS Screen Catcher Box Select Stainless Products Custom 10.9 1 Maple Bakers Top (108" x 36") Michigan Maple 12.1 2 Sink, Hand, Wall Mount, Splash Guards Each Side Advance Tabco 7-PS-17 (7.75" High Splash Guards Each Side) 13.1 1 Sink, 1 Comp Atosa USA MRSA-I-L 13.2 1 Faucet, Wall Mount T&S Brass B-1126 13.3 1 Drain, Lever Handle BK Resources BK-LWR-1 14 1 Safe McGunn QD1613P COORD. W/ VENDOR 15 2 Warmer, Food Overhead Hatco GRA-48 6.7 0.8 120 1 60 X 15.1 2 Warmer, Food Overhead Hatco GRA-60 8.8 1.0 120 1 60 X 16.9 1 Walk -In Cooler w/ Remote Condenser (Conforms to NSF Standards) Aircooler Corporation LARR #25747 Coord. with Mfgr. Cut Sheets 17 1 Sink, Scullery, 3 Compartments BK Resources BKS-3-24-14-24T 0.5 0.5 38.5 38.5 0.5 0.5 38.5 38.5 1.5 1.5 1.5 22 22 22 17a 2 Pre -Rinse Faucet, Wall Mount T&S Brass B-0133-B & B-0156 17b 3 Drain, Lever Handle BK Resources BK-LWR-1 18.1 1 Mixer, Pizza Globe Food Equipment SP62P 12.0 3.0 208 3 60 X L15-20P 44 John Boos ST4-3084GSK W/ 2 Drawers 20 1 Freezer w/ Casters Atosa MBF8001 GR 6.3 0.5 115 1 60 X 5-15P 44 21 5 Bun Sheet Pack Rack w/ Casters Cambro UPR18261F20580 22 2 Rack, Dunnage Winco ADRK-2048 23 1 Table, Work John Boos ST6R1.5-2448GSK 24.0 2 Wire Shelving, Epoxy Coated w/ Casters - 4-Tier Focus Food Service / Oneida Hosp FF2448G 24.1 1 Wire Shelving, Wall Mounted w/ Casters Focus Food Service / Oneida Hosp FF1442C 24.2 1 Wire Shelving, Wall Mounted w/ Casters Focus Food Service / Oneida Hosp FF1436C 24.3 1 Wire Shelving, Epoxy Coated w/ Casters - 4-Tier Focus Food Service / Oneida Hosp FF2436G 25.0 2 Shelving, Wire - 4-Tier Focus Food Service / Oneida Hosp FF2448C 25.1 1 Shelving, Wire - 4-Tier Focus Food Service / Oneida Hosp FF1860C 25.2 1 Shelving, Wire - 4-Tier Focus Food Service / Oneida Hosp FF2436C 25.3 1 Shelving, Wire - 4-Tier Focus Food Service / Oneida Hosp FF2460C 26.0 2 SmartWall, Epoxy Coated Metro SW 27 4 Shelf, Wall Mount w/ Backsplash BK Resources BKWS-1648 (NNSF Certified) 28.0 1 Display Case, Refrigerated Minus Forty QED CD26 5.2 0.6 0.3 115 1 60 X 5-15P 29 1 Menu Board System Howard Co Menu Board System COORD. W/ VENDOR 31.0 2 Wall Hung Dry Chemical Fire Extinguisher Larsens 5 Lb. 31.1 1 Wall Hung Dry Chemical Fire Extinguisher Per Code Larsens Type K 32 1 Mop / Broom Rack Rubbermade RM1992 33.1 2 Tankless Water Heater Rinnai See Plumbing 36 1 Dual -Housing Water Treatment System With Drop -in Cartridges Optipure FX11+CR 41 4 Computer Equipment By Vendor Receipt Printer COORD. W/ VENDOR 42 1 Computer Equipment By Vendor Report Printer COORD. W/ VENDOR 43 4 Computer Equipment By Vendor Phone COORD. W/ VENDOR 44 2 Computer Equipment By Owner 55" TV (Wall Mounted) COORD. W/ VENDOR 54 4 Computer Equipment By Vendor POS / Computer COORD. W/ VENDOR 54a 2 Computer Equipment By Vendor Bump Screen COORD. W/ VENDOR GENERAL FOOD EQUIPMENT NOTES: 1. PRIOR TO ANY UTILITY ROUGH-IN(S) THE G.C. AND SUB -CONTRACTORS SHALL REVIEW THE PROJECT SPECIFIC EQUIPMENT CUT SHEETS AND SUBMITTAL PROVIDED BY THE CLIENT AND FOOD EQUIPMENT COMPANY TO DETERMINE ALL UTILITY INFORMATION PROVIDED IN THE DESIGN DRAWINGS IS ACCURATE. 2. THE CONTRACTOR SHALL INCLUDE IN THEIR BID THE UNLOADING, STORAGE, UNCRATING, ASSEMBLING & INSTALLATION (INCLUDING FINAL UTILITY CONNECTIONS) OF ALL OWNER SUPPLIED FOOD EQUIPMENT. 3. THE CONTRACTOR SHALL REQUEST THE MOST RECENT MANUFACTURER'S LITERATURE FOR THE OVENS AND HOOD. THEY SHALL PROVIDE & INSTALL ALL NECESSARY ITEMS TO COMPLETE THE FULL INSTALL INCLUDING BUT NOT LIMITED TO THE DUCT SHROUD ABOVE, SUSPENSION SYSTEM & THE FIRE SUPPRESSION SYSTEM. 4, THE MINIMUM CLEARANCE BETWEEN SHELVES IS 12". NEW PRE -FABRICATED WALK-IN COOLER W/ STAINLESS STEEL CLOSURE STRIPS AT THE WALLS FROM THE FLOOR TO THE CEILING 11 CONTRACTOR SHALL INSTALL WALK-IN WITH A MINIMUM OF 2" CLEARANCE TO GYPSUM BOARD WALLS. SEE DETAIL 5 / A-3.0 FOR CORNER DETAILS. WALK-IN COOLER CONDENSER LOCATED ON ROOF ABOVE WALK-IN COOLER AND A MINIMUM OF 10'-0" FROM THE ROOF EDGE. SAFE TO BE INSTALLED ON 6" HIGH EASILY CLEANABLE LEGS (L-ANGLE LEGS ARE NOT ACCEPTABLE) PP19 11 PIZZA PADDLES 7'-5" NUNN, r IIIIIIIII m IIIIIIIII mu ll-11112 M N WALL MOUNTED UNHEATED AIR CURTAIN MARS AIR STD236-1 UA (115/1/60 - 5.1 AMPS) WI MICROSWITCH i > I 241 xxk41' MOP BAS`N >-_ 0__� J 26.0 I 0 oil LIi� '-4 5/8" 27 22 T-41 2" OVERHEA L '�J 36 1 13.3 27 13.2 13.1 7.2 13 2.2 a.2 2' 61 /8" 27 19 T T-11 3/4" -J 9a 0 10.9 99 1s Al � o 25.0 41 E I E wO 15.1 Q 12.1 I cO --- --44 -- MIN o�o 29 ET L J - - - -�DA, /< _�7 RFIC21-I ILE 11 LOGO ADA T � SI NAGEMk I - - GF�APHIIC ESTROOM I L---- -- -�-� MURAL \ zs.o 31.0 � ES __-2__ EQUIPMENT PLAN SCALE: 1 /4" = 1'-0" 2" MINIMUM CLEAR BETWEEN DRAIN BOARD & WALL ULINE SIX TIER LOCKERS MOUNTED TO THE WALL W/ NO LEG SUPPORTS (MIN. 6" ABOVE FLOOR) K-TYPE EXTINGUISHER IS INDICATED WITHIN 30' OF TYPE I HOOD 7 3/4" HEIGHT SPLASH GUARD ON EACH SIDE OF THE HAND SINK TO BE INSTALLED BY THE MANUFACTURER ALL HAND WASHING SINKS SHALL HAVE HAND SOAP, HAND SANITIZER & SINGLE -USE SANITARY TOWELS THE HOOD VENDOR SHALL PROVIDE THE REQUIRED STAINLESS STEEL COMPONENTS TO CONCEAL THE AREA FROM THE TOP OF THE HOOD TO THE CEILING. 2 / DATA CABINET (OVERHEAD) ARTWORK & GRAPHICS ALL ARTWORK, GRAPHICS, MURAL, SIGNAGE AND WINDOW GRAPHICS ARE TO BE PROVIDED BY THE OWNER AND INSTALLED BY THE GENERAL CONTRACTOR. THE OWNER / BRAND IS TO PROVIDE DETAILS OF GRAPHICS PACKAGE TO THE CONTRACTOR(S) PRIOR TO INSTALLATION. CA Z O 19,10,11M w a O Ey M o er I `dERALD P. NOE F Da : ARCHITECT 4 399 LUCERNE DRIVE SPARTANBURG, SC 29302 P: 864.583.2215 F: 864.583.2265 mail@gpnarcht.com CHECKED BY: DKH DRAWN BY: DKH THIS DRAWING IS AN INSTRUMENT OF SERVICE AND SOLE PROPERTY OF THE ARCHITECT, AND SHALL NOT BE USED IN ANY WAY. WHATSOEVER, WITHOUT THE WRITTEN PERMISSION OF THE ARCHITECT. IT SHALL BE RETURNED TO THE ARCHITECT UPON DEMAND. COPYRIGHT 2025 ALL RIGHTS RESERVED ARCHITECT OF RECORD: THOMAS R. GERBO CALIFORNIA REGISTRATION NO. C22130 ARcy\ v O PS R. J Z O N0. C22130 U �� Ren. 09/30/27 �Q op O U w 0 O U O 0 Z Z z 01-29-2026 O Z REVISIONS: Z Z NO. DATE DESCRIPTION BY U (1) 10-03-2025 PLAN REVIEW COMMENTS DKH w 1 [}� > 2 12-26-2025 PLAN REVIEW COMMENTS DKH Z O01-29-2026 PLAN REVIEW COMMENTS DKH O 3 >z_ CLIENT NAME: BCAL CONSTRUCTION, INC S CHRISTOPHER McGOWAN 40575 CALIFORNIA OAKS ROAD SUITE D2 234 MURRIETA, CALIFORNIA 92562 PROJECT NAME: /• _e Vk 7447 - INTERIOR PIZZA 01UP-FIT TUSTIN AVENUE RETAIL - BUILDING B 301 NORTH TUSTIN "E. - SUITE D SANTA ANA, CALIFORNIA 92705 SHEET TITLE: EQUIPMENT PLAN & SCHEDULE PROJECT NUMBER 25-034 DATE 06-12-2025 SHEET NO. A-5mO SHEET 12 OF 12 STRUCTURAL ENGINEERS DCSE ASSOCIATES, INC. 1744 West Katella Ave. Suite 107 Orange, CA 92867 714-997-1145 www.dcseassociates.com BLDG. B Suite D Elect. Rm. BLDG. B Suite D 8765 9 AEXISTING ROOF FRAMING PLAN SCALE: 1/4" = 1'-0"KEY PLAN NO R T H STRUCTURAL ENGINEERS DCSE ASSOCIATES, INC. 1744 West Katella Ave. Suite 107 Orange, CA 92867 714-997-1145 www.dcseassociates.com J I F A-A GENERAL STRUCTURAL NOTES E-5.0 TITLE 24 10 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 01/09/2026 817-672-2804 817-672-2804 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 (1 OF 2) M-4.0 98 D TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 (1 OF 2) M-4.0 98 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 (2 OF 2) M-4.1 99 D TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 (2 OF 2) M-4.1 99 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 (3 OF 3) M-4.2 1010 2 2 12-26-2025 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 P-4.0 7 7 D TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . TITLE 24 P-4.0 7 7 ELECTRICAL DRAWING LIST SWITCHES AND CONTROLS 20A SPST SWITCH ELECTRICAL SYMBOL LIST, ABBREVIATIONS AND GENERAL NOTES ELECTRICAL SPECIFICATIONS (1 OF 2) ELECTRICAL SPECIFICATIONS (2 OF 2) WALL OCCUPANCY SENSOR SWITCH EXISTING NEW U.O.N. "a" DENOTES SWITCH'S TAG J MOTORS AND CONTROLS M B C D SPECIAL RECEPTACLE A 200A NON FUSED DISCONNECT SWITCH, POLES AS NOTED. 100A NON FUSED DISCONNECT SWITCH, POLES AS NOTED. 60A NON FUSED DISCONNECT SWITCH, POLES AS NOTED. 30A NON FUSED DISCONNECT SWITCH, POLES AS NOTED. JUNCTION BOX DUPLEX RECEPTACLE, +18" AFF OR AS NOTED. TYPICAL DATA/COMM OUTLET DOUBLE GANG OUTLET BOX WITH SINGLE GANG MUD RING. ROUTE 3/4 INCH CONDUIT TO ABOVE CEILING SPACE. PROVIDE PULL STRING. COMMUNICATIONS CONTRACTOR TO PROVIDE FACE PLATE, WIRING, AND FINAL CONNECTIONS. MOTOR AS NOTED WITH LIQUID TIGHT FLEXIBLE CONNECTION WITH JUNCTION BOX AND MOTOR SWITCH. WALL HEATERWH WATTW WIREW PANELPNL PHASEØ PERSONAL COMPUTERPC PULLBOXPB POLESP ON CENTEROC NOT TO SCALENTS NIGHT LIGHTNL NOT IN CONTRACTNIC NEW DEVICE TO REPLACE EXISTINGNE NEUTRALN MOUNTEDMTD MAIN LUGS ONLYMLO MINIMUMMIN MECHANICAL EQUIPMENT ROOMMER MAIN CIRCUIT BREAKERMCB MOTOR CONTROLLERMC MAXIMUMMAX LIGHTINGLTG LIGHTING PANELLP KILOWATTSKW KILOVOLT-AMPERESKVA KILOVOLTKV JUNCTION BOXJB ONE THOUSAND CIRCULAR MILSKCMIL EXISTINGE DRAWINGDWG DOWNDN DISCONNECTDISC DIAMETERDIA DEGREE FAHRENHEIT°F DEGREE CELSIUS°C COPPERCU CURRENT TRANSFORMERCT COMMUNICATIONCOMM CEILINGCLG CIRCUITCKT CIRCUIT BREAKERC/B,CB CONDUITC AMERICAN WIRE GAUGEAWG AUTOMATICAUTO AMPS INTERRUPTING CAPACITYAIC AMP SWITCHAS ABOVE FINISHED FLOORAFF AMPERE FRAME/AMP FUSEAF AMPERESA AIR CONDITIONING UNITA/C, AC +24" E-1.0 1 KEYED NOTE REFERENCE CENTER LINE TO FINISHED FLOOR. DETAIL REFERENCE: DETAIL NUMBER INDICATED ON TOP; DRAWING NUMBER INDICATED ON BOTTOM DISTRIBUTION PANELBOARD, SURFACE OR FLUSH MOUNTED. INDICATES MOUNTING HEIGHT TRANSFORMERXFMR WEATHER PROOFWP SWITCHBOARDSWBD SPECIFICATIONSPEC SECTIONSECT POLYVINYL CHLORIDEPVC VARIABLE FREQUENCY DRIVEVFD VOLT AMPEREVA VOLT/VOLTAGEV UNLESS OTHERWISE NOTEDUON TYPICALTYP TOILET EXHAUST FANTXF TEMPERATURETEMP TELEPHONETELE SYSTEMSSYS SYMMETRICALSYM SWITCHSW SINGLE POLE SINGLE THROWSPST SINGLE POLE DOUBLE THROWSPDT REMOVE & RELOCATERR RECEPTACLEREC RELOCATED EXISTINGRE REMOVER POWERPWR POWER PANELPP ISOLATED GROUNDIG INTERRUPTING CAPACITYIC HERTZHZ HOW WATER HEATERHWH HORSEPOWERHP HUNG CEILINGHC GENERAL PURPOSEGP GROUND FAULT INTERRUPTERGFI GROUNDG FLUORESCENTFLUOR FLOORFL FIXTUREFIXT OTHERS, WIRED BY ECFIBO FURNISHED & INSTALLED BY FEEDERFDR & WIRED BY ECFBO FURNISHED BY OTHERS, INSTALLED FIRE ALARMFA ELECTRIC WATER HEATEREWH FURNITUREEWF ELECTRIFIED WORKSTATION EXISTING TO REMAINETR EXISTING TO BE RELOCATEDER EQUIPMENTEQUIP ELECTRICAL METALLIC TUBINGEMT EMERGENCYEM EXHAUST FANEF ELECTRICAL CONTRACTOREC EMPTY CONDUIT/ EACHEA 1.ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE 2022, THE REQUIREMENTS OF THE AUTHORITY HAVING JURISDICTION (AHJ), AND ALL APPLICABLE LOCAL CODES, LAWS, AND REGULATIONS. 2.CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL EXISTING CONDITIONS THAT MAY AFFECT THE WORK. NO ADDITIONAL COMPENSATION WILL BE CONSIDERED FOR FAILURE TO DO SO. 3.CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS, TEST REPORTS, AND CERTIFICATIONS FOR TEMPORARY AND FINAL CERTIFICATE OF OCCUPANCY. 4.FIRE STOP ALL PENETRATIONS OF FIRE RATED CONSTRUCTION IN A CODE APPROVED MANNER IN ORDER TO MAINTAIN FIRE RATING. ALL PENETRATIONS SHALL BE SLEEVED AND SEALED WATERTIGHT. 5.SECURE ALL SUPPORTS TO BUILDING STRUCTURE UTILIZING TOGGLE BOLTS (HOLLOW MASONRY), EXPANSION SHIELDS OR INSERTS (CONCRETE AND BRICK), MACHINE SCREWS (METAL), BEAM CLAMPS (FRAMEWORK), WOOD SCREWS (WOOD) OR PAN THRU STRAPS (METAL DECK). NAILS, RAWL PLUGS AND WOOD PLUGS ARE NOT PERMITTED. WHERE REQUIRED BY STRUCTURE, PROVIDE THRU BOLTS AND FISH PLATES. SUPPORT HORIZONTAL RUNS OF METALLIC RACEWAYS NOT MORE THAN 10 FT APART. SUPPORT RACEWAY RISERS AT EACH FLOOR LEVEL. RUN EXPOSED RACEWAYS PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. 6.LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. RACEWAYS OVER 10 FT LONG IN WHICH WIRING IS NOT INSTALLED: FURNISH FISH WIRE. 7.VERIFY LOCATIONS OF OUTLETS AND SWITCHES IN FINISHED ROOMS WITH ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS AND FINISH. IN CENTERING OUTLETS AND LOCATING BOXES AND OUTLETS, ALLOW FOR OVERHEAD PIPES, DUCTS AND MECHANICAL EQUIPMENT, EQUIPMENT, VARIATIONS IN FIREPROOFING AND PLASTERING, WINDOW AND DOOR TRIM, PANELING, HUNG CEILINGS AND THE LIKE. CORRECT ANY INACCURACY RESULTING FROM FAILURE TO DO SO WITHOUT EXPENSE TO OWNER. 8.CONTRACTOR SHALL PROVIDE A WARRANTY ON ALL MATERIALS, EQUIPMENT, AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE. 9.ALL UNUSED MATERIALS AND DEBRIS SHALL BE LEGALLY REMOVED AND DISPOSED OF AWAY FROM THE PREMISES ON A DAILY BASIS. 10.CONTRACTOR SHALL PATCH, PAINT, AND RESTORE EXISTING SURFACES DAMAGED DURING THE COURSE OF THIS CONSTRUCTION TO PRE-EXISTING CONDITIONS OR BETTER. 11.MINIMUM SIZE OF CONDUIT SHALL BE 3 4", AND TYPE SHALL BE ELECTRICAL METALLIC TUBING (EMT), UNLESS OTHERWISE NOTED. PROVIDE NYLON DRAG LINE AND CONDUIT CAP FOR ALL EMPTY CONDUITS. 12.CONNECT CONDUIT TO MOTOR CONDUIT TERMINAL BOXES WITH FLEXIBLE CONDUIT (MINIMUM 18 IN. LENGTH AND 50% SLACK). DO NOT TERMINATE IN OR FASTEN RACEWAYS TO MOTOR FOUNDATION. 13.PULL AND JUNCTION BOXES WHERE INDICATED ON THE DRAWINGS, SHALL BE CONSIDERED SHOWN AT THEIR APPROXIMATE LOCATION. THE CONTRACTOR SHALL LOCATE THEM AS FIELD CONDITIONS DICTATE. ADDITIONAL PULL AND JUNCTION BOXES NOT SHOWN ON DRAWINGS SHALL BE PROVDED WHERE REQUIRED BY APPLICABLE CODE PROVISIONS OR WHERE CALLED FOR BY FIELD CONDITIONS. PULL AND JUNCTION BOXES SHALL BE SURFACE TYPE IN UNFINISHED AREAS AND INSTALLED CANCEALED IN FINISHED AREAS, AND ALL COVERS TO PULL & JUNCTION BOXES SHALL BE READILY ACCESSIBLE. 14.SUPPORT PANEL, JUNCTION AND PULLBOXES INDEPENDENTLY TO BUILDING STRUCTURE WITH NO WEIGHT BEARING ON RACEWAYS. 15.FOR EXACT LOCATION AND MOUNTING HEIGHT OF LIGHTING FIXTURES AND SWITCH/RECEPTACLE OUTLETS, REFER TO ARCHITECTURAL REFLECTED CEILING AND POWER PLANS. 16.ALL ELECTRICAL ACCESSORIES AND EQUIPMENT INSTALLED OUTSIDE OR EXPOSED TO WEATHER SHALL HAVE NEMA 3R ENCLOSURES AND SHALL BE TIGHTLY GASKETED FOR A COMPLETE RAINTIGHT INSTALLATION. ALL BUILDING EXTERIOR MOUNTED RECEPTACLES SHALL BE GFCI RATED AND MOUNTED IN WEATHERPROOF ENCLOSURE. 17.ALL ACCESS PANEL LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 18.ELECTRICAL CONTRACTOR SHALL COORDINATE THE LOCATION AND INSTALLATION OF NEW WORK WITH THE GENERAL CONTRACTOR AND OTHER ASSOCIATED TRADES IN A TIMELY MANNER. THE CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING ALL DIMENSIONS AND CONDITIONS PRIOR TO CONSTRUCTION. REFER TO ALL GENERAL, MECHANICAL, AND ELECTRICAL, DRAWINGS AND SPECIFICATIONS FOR THIS PROJECT. 19.ALL CONDUITS AND EQUIPMENT TO BE CONCEALED IN FINISHED SPACES UNLESS OTHERWISE NOTED. CONDUITS SHALL BE ENCASED IN THE CONCRETE FLOOR SLAB. 20.ALL EQUIPMENT AND MATERIALS INSTALLED IN PLENUM CEILINGS SHALL BE APPROVED FOR THAT APPLICATION. 21.OUTLET BOXES AND JUNCTION BOXES ON OPPOSITE SIDES OF FIRE-RATED WALLS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF NOT LESS THAN 24 INCHES, UNLESS FIRE-RATED BOXES OR PUTTY PADS ARE UTILIZED. 22.COORDINATE ALL FLOOR PENETRATIONS WITH THE STRUCTURAL AND ARCHITECTURAL DRAWINGS. CONFIRM PENETRATION LOCATIONS WITH THE ENGINEER AND OWNER BEFORE INSTALLATION. 23.COORDINATE THE MOUNTING HEIGHT AND LOCATION OF RACEWAYS, COMMUNICATIONS OUTLETS, AND RECEPTACLES WITH THE ARCHITECTURAL CASEWORK DRAWINGS AND DETAILS. COORDINATE LOCATIONS OF LIGHT FIXTURES, SWITCHES, AND RELATED DEVICES WITH THE ARCHITECTURAL DRAWINGS AND DETAILS. 24.REFER TO ARCHITECTURAL PLANS FOR FINAL LOACTIONS OF ALL LUMINARIES AND SWITCHES, AND FOR ALL FINISHED CEILING HEIGHTS. 25.REFER TO ARCHITECTURAL PLANS FOR FINAL LOCATIONS OF ALL ELECTRICAL DEVICES, AND FOR FINAL CEILING AND WALL HEIGHTS AND LAYOUTS. 26.LIGHTING FIXTURES PROVIDED WITH EMERGENCY BATTERY PACKS AND INDICATED WITH SWITCH CONTROL SHALL BE WIRED WITH BATTERY CHARGING/SENSING CIRCUIT WIRED AHEAD OF SWITCH CONTROL. 27.NUMBER(S) SHOWN AT RECEPTACLES, JUNCTION BOXES AND EQUIPMENT INDICATES CIRCUIT NUMBERS IN PANELBOARD. PROVIDE WIRE AND CONDUIT TO INTERCONNECT EQUIPMENT AND DEVICES WITH SAME CIRCUIT NUMBERS AND RUN TO PANELBOARD. DIMMER SWITCH U.O.N. "a" DENOTES SWITCH'S TAG LIGHTING FLOOR PLAN POWER FLOOR PLAN ELECTRICAL DETAILS ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES E-0.1 E-0.2 E-0.3 E-1.0 E-2.0 E-3.0 E-4.0 ANNOTATION WIRING SYSTEMS POWER DISTRIBUTION POWER AND TELECOMMUNICATION ELECTRICAL ABBREVIATIONS GENERAL NOTES ( APPLY TO ALL "E" DRAWINGS) # ROOF POWER PLANE-2.2 LOW VOLTAGE SYSTEM PLANE-2.1 TIME CLOCKTC MANUAL MOTOR SWITCHS M TAMPER RESISTANCETR OS D a a P PULL STATION VERIFY IN FIELDVIF S SWITCH BANK TIME SWITCHTS QUAD RECEPTACLE TIME SWITCH THREE WAY DIMMER SWITCH3D a T A.2022 CALIFORNIA BUILDING CODE B.2022 CALIFORNIA MECHANICAL CODE C.2022 CALIFORNIA PLUMBING CODE D.2022 CALIFORNIA FIRE CODE E.2022 CALIFORNIA ELECTRICAL CODE F.2022 CALIFORNIA ENERGY CODE. APPLICABLE CODES FACP FIRE ALARM CONTROL PANEL TITLE 24E-5.0 ELECTRICAL SYMBOL LIST, ABBREVIATION AND GENERAL NOTES E-0.1 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 101 01/09/2026 1.GENERAL: A.THE "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," AIA DOCUMENT, LATEST EDITION, AND THESE SPECIFICATIONS AS APPLICABLE ARE PART OF THIS CONTRACT. B.DRAWING ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK. CONDUIT ROUTING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL ALLOW IN HIS PRICE FOR ROUTING OF CONDUIT TO AVOID OBSTRUCTIONS. COORDINATION WITH EXISTING SERVICES, INCLUDING THOSE OF OTHER TRADES, IS REQUIRED, MAINTAIN HEADROOM AND SPACE CONDITIONS. C.BIDDERS, BEFORE SUBMITTING PROPOSALS, SHALL VISIT AND CAREFULLY EXAMINE THE AREA AFFECTED BY THIS WORK TO FAMILIARIZE THEMSELVES WITH THE EXISTING CONDITIONS AND THE DIFFICULTIES THAT WILL ATTEND THE EXECUTION OF THIS WORK. SUBMISSION OF A PROPOSAL WILL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE, AND LATER CLAIMS WILL NOT BE RECOGNIZED FOR EXTRA LABOR, EQUIPMENT, OR MATERIALS, REQUIRED BECAUSE OF DIFFICULTIES ENCOUNTERED WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE. D.INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTANANCE AND REPAIR, MINOR DEVIATIONS FROM DRAWING MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. E.REMOVAL AND RELOCATION OF CERTAIN EXISTING WORK MAY BE NECESSARY FOR THE PERFORMANCE OF THE GENERAL WORK. ALL EXISTING CONDITIONS CANNOT BE COMPLETELY DETAILED ON THE DRAWINGS. THE CONTRACTOR SHALL SURVEY THE SITE AND INCLUDE ALL CHANGES AND CHARGES IN MAKING UP THE WORK PROPOSAL. F.CONNECTIONS TO EXISTING WORK: INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES. TEMPORARY SHUTDOWNS OF EXISTING SERVICES SHALL BE PERFORMED AT NO ADDITIONAL CHARGES. AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION OF EXISTING FACILITIES AND ONLY WITH WRITTEN CONSENT OF OWNER. ALARM AND EMERGENCY SYSTEMS SHALL NOT BE INTERRUPTED. MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW AND EXISTING WORK. CONNECT NEW WORK TO EXISTING WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING DISTURBED WORK TO ORIGINAL CONDITION, INCLUDING MAINTENANCE OF WIRING CONTINUITY AS REQUIRED. G.DISCONNECT, REMOVE AND/OR RELOCATE EXISTING MATERIAL, EQUIPMENT AND OTHER WORK AS NOTED OR REQUIRED FOR PROPER INSTALLATION OF NEW WORK. H.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. I.SEAL OPENINGS THROUGH PARTITIONS, WALLS AND FLOORS WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL, UNLESS OTHERWISE NOTED. J.PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THE BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF CONDUIT AND EQUIPMENT, PROVIDE EQUIPMENT CURBS AS REQUIRED. K.ALL EXISTING MATERIAL, EQUIPMENT AND CONSTRUCTION DEBRIS TO BE REMOVED UNDER THIS CONTRACT SHALL BECOME THE PROPERTY OF THE CONTRACTOR WITH THE EXCEPTION OF SPECIFIC EQUIPMENT ND APPARATUS REQUESTED BY THE BUILDING REPRESENTATIVE, ARCHITECT OR AS NOTED TO BE RELOCATED ON THE DRAWINGS. REMOVED EQUIPMENT SHALL BE PROPERLY DISPOSED OF BY THIS CONTRACTOR. L.THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN SO DIRECTED, HOWEVER, THE CONTRACTOR SHALL INSTALL WORK DURING OVERTIME HOURS AND THE ADDITIONAL COST TO BE CHARGED THEREFORE SHALL BE ONLY THE "PREMIUM" PORTION OF THE WAGES PAID. M.UNLESS OTHERWISE SPECIFICALLY NOTED OR SPECIFIED, INCLUDE ALL CUTTING AND PATCHING OF EXISTING FLOORS, WALLS, PARTITIONS AND OTHER MATERIALS IN THE EXISTING BUILDING. THE CONTRACTOR SHALL RESTORE THESE AREAS TO ORIGINAL CONDITION. N.ALL MATERIAL AND EQUIPMENT SHALL BE NEW UNLESS OTHERWISE NOTED AND SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. O.INSURANCE: PROVIDE IN ACCORDANCE WITH OWNER/BUILDING REQUIREMENTS AND SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND ENGINEER. P.THE FINAL ACCEPTANCE SHALL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, TESTED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED ALL THE REQUIRED CERTIFICATED OF INSPECTION AND APPROVAL. 2.2. GENERAL PROVISIONS FOR ELECTRICAL WORK: A.DEFINITIONS: 1)"PROVIDE": TO FURNISH, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY OTHERWISE NOTED. 2)"INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. 3)"FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE. AND DELIVER COMPLETE WITH RELATED ACCESSORIES. 4)"WORK": LABOR, MATERIALS, EQUIPMENT, APPARATUS, CONTROLS, ACCESSORIES AND OTHER ITEMS REQUIRED FOR PROPER AND COMPLETE INSTALLATION. 5)"WIRING": RACEWAY. FITTINGS, WIRE, BOXES, AND RELATED ITEMS. 6)"CONCEALED": EMBEDDED IN MASONRY OR OTHER CONSTRUCTION, INSTALLED IN FURRED SPACES, WITHIN DOUBLE PARTITIONS OR HUNG CEILINGS, IN TRENCHES, IN CRAWL SPACES, OR IN ENCLOSURES 7)"EXPOSED": NOT INSTALLED UNDERGROUND OR "CONCEALED" AS DEFINED ABOVE. 8)"SIMILAR" OR "EQUAL": EQUAL IN MATERIALS, WEIGHT, SIZE, DESIGN AND EFFICIENCY OF SPECIFIED PRODUCT. B.TEMPORARY LIGHT AND POWER: PROVIDE TEMPORARY LIGHT AND POWER SYSTEMS AT EARLIEST POSSIBLE DATE WITHIN THE CONSTRUCTION AREAS FOR THE REQUIREMENTS OF ALL TRADES AS HEREIN DESCRIBED. EXTEND SYSTEMS TO NEW CONSTRUCTION AS SOON AS PHYSICALLY POSSIBLE. MAINTAIN SYSTEM DURING WORKING OWNER. PROVIDE ALL REQUIRED MAINTENANCE, INCLUDING LAMPS AND SOCKETS. C.QUALITY ASSURANCE 1)QUALITY OF MATERIALS: ALL EQUIPMENT SHALL BE NEW SPECIFICATION GRADE, FREE FROM DEFECTS AND LISTED BY APPROVED TESTING AGENCY AND BEARING THEIR LABEL MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION SHALL BE OF SAME MANUFACTURER, EXCEPT AS NOTED. 2)GUARANTEE: ALL MATERIALS AND WORKMANSHIP SHALL BE GUARANTEED AS DEFINED IN PARAGRAPH 2.C. 3)CURRENT CHARACTERISTICS: a.DISTRIBUTION: 120/208 VOLT, 3 PHASE, 4 WIRE, 60 HERTZ WITH GROUNDED NEUTRAL. 4)HEIGHTS OF OUTLETS: a.FROM FINISHED FLOOR TO CENTERLINE OF OUTLETS FOR: -RECEPTACLES AND TELEPHONES: 1 FT-6 IN. -WALL SWITCHES: 4 FT-0 IN. -WALL FIXTURES: 7 FT-0 IN. -MOTOR CONTROLLERS: 5 FT-0 IN. -CLOCKS: 7 FT 6 IN b.EXCEPTIONS: AT JUNCTION OF DIFFERENT WALL FINISH MATERIALS, ON MOLDING OR BREAK IN WALL SURFACE, IN VIOLATION OF CODE, OR AS NOTED OR DIRECTED. D.PRODUCT DELIVERY, STORAGE AND HANDLING 1)MOVING OF EQUIPMENT: WHERE NECESSARY, SHIP IN CARTED SECTIONS OF SIZE TO PERMIT PASSING THROUGH AVAILABLE SPACES. 2)ACCESSIBILITY: FOR OPERATION, MAINTENANCE AND REPAIR, MINOR DEVIATIONS SHALL BE PERMITTED, CHANGES OF MAGNITUDE OR INVOLVING EXTRA COST ARE NOT PERMISSIBLE WITHOUT REVIEW. GROUP CONCEALED ELECTRICAL EQUIPMENT REQUIRING ACCESS WITH EQUIPMENT FREELY ACCESSIBLE THROUGH ACCESS DOORS. E. MATERIALS 1)NAMEPLATES: PROVIDE BLACK LAMICOID SHEET WITH 3/4 IN. WHITE LETTERING, FASTENED WITH EPOXY CEMENT FOR EACH DISCONNECT SWITCH, CIRCUIT BREAKER, PANEL, CABINET, TRANSFORMER, ENCLOSURE, MOTOR CONTROLLER AND THE LIKE. NAMEPLATES SHALL DESCRIBE THE NAME AND NUMBER OF EACH COMPONENT. 2)CABLE TAGS: TAG EACH CONDUCTOR PASSING THROUGH SPLICE OR PULLBOX WITH A WHITE LINEN TAG, INDICATING POINT OF ORIGIN AND TERMINATION OF THE CIRCUIT. 3)INSERTS AND SUPPORTS: a.INSERTS: STEEL, SLOTTED TYPE, FACTORY PAINTED. -SINGLE ROD: SIMILAR TO GRINNELL FIG. 281. -MULTI-ROD: SIMILAR TO FEE AND MASON SERIES 9000 WITH END CAPS AND CLOSURE STRIPS. -CLIP FORM NAILS FLUSH WITH INSERTS. -MAXIMUM LOADING 75 PERCENT OF RATING. b.SUPPORTS FROM BUILDING CONSTRUCTION: INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY), CANTILEVER BRACKETS OR OTHER MEANS. SUBMIT FOR REVIEW. c.GROUPED LINES AND SERVICES: TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS. d.WHERE BUILDING CONSTRUCTION IS INADEQUATE: PROVIDE ADDITIONAL FRAMING. SUBMIT FOR REVIEW. F.PAINT SHALL BE THE BEST GRADE FOR ITS PURPOSE. DELIVER INORIGINAL SEALED CONTAINERS AND APPLY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. COLORS SHALL BE AS SELECTED BY ARCHITECT OR ENGINEER. UTILIZE GALVANIZED IRON PRIMER ON PANEL AND PULL BOXES, AFTER FABRICATION. UTILIZE HOT DIPPED GALVANIZED OR DIPPED IN ZINC BASED PRIMER FOR: OUTLET BOXES, JUNCTION BOXES, CONDUIT HANGERS, RODS, INSERTS AND SUPPORTS. ZINC BASED PRIMER WITH FINISH TO MATCH BRUSH AND CLEAN WORK PRIOR TO CONCEALING, PAINTING AND ACCEPTANCE. PAINTED EXPOSED WORK SOILED OR DAMAGED; CLEAN AND REPAIR TO MATCH ADJOINING WORK BEFORE FINAL ACCEPTANCE. REMOVE DEBRIS FROM INSIDE AND OUTSIDE OF MATERIAL AND EQUIPMENT. G.FINAL LOCATIONS AND MOUNTING ORIENTATIONS OF ALL SWITCHES, RECEPTACLES AND LIGHT FIXTURES SHALL BE VERIFIED WITH ARCHITECT. H.ALL ACCESS DOOR LOCATIONS SHALL BE REVIEWED BY ARCHITECT PRIOR TO INSTALLATION. 3.SCOPE OF WORK: A.SCOPE OF WORK SHALL CONSIST OF PROVIDING ALL LABOR, MATERIALS, EQUIPMENT, SERVICES, AND FEES NECESSARY FOR A COMPLETE AND SAFE INSTALLATION, IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE 2022 (WITH LOCAL ADOPTIONS), ALL APPLICABLE INDUSTRY STANDARDS, NATIONAL AND LOCAL CODES, AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION, AS INDICATED ON THE DRAWINGS AND HEREIN SPECIFIED. B.ALL DRAWINGS, PLANS, DETAILS, SPECIFICATIONS AND SPECIFICATION ADDENDA ARE MADE PART OF THIS CONTRACT AND SHALL APPLY TO ALL WORK UNDER THE CONTRACT UNLESS OTHERWISE AMENDED, MODIFIED, SUPPLIED OR SPECIFIED HEREIN. C.THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR OCCUPANCY OF SPACES BY OWNER INCLUDED UNDER THE VARIOUS PARTS OF THE WORK, WHICHEVER, DATE IS EARLIER, THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDED THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME RESPONSIBILITY OF OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. D.THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH ALL DEPARTMENTS HAVING JURISDICTION, WORK AND PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY TO THIS WORK. E.CONTRACTOR SHALL PERFORM ALL CONTROLLED INSPECTIONS IN ACCORDANCE WITH THE BUILDING CODE. SECURE ALL REQUIRED PERMITS AND APPROVALS AND TRANSMIT SAME TO OWNER. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES. F.AREAS WITH NO ELECTRICAL WORK SHALL REMAIN AS IS. CONTRACTOR SHALL MAINTAIN CONTINUITY OF ALL ELECTRICAL SYSTEMS TO ALL AREAS NOT COVERED BY THIS RENOVATION AND SHALL PROVIDE 48 HOUR NOTICE TO LANDLORD OF ANY PLANNED POWER INTERRUPTIONS OR SIGNAL SYSTEM OUTAGES. 4. SHOP DRAWINGS A.PRIOR TO THE INSTALLATION OF ANY WORK AND PROCUREMENT OF EQUIPMENT, CONTRACTOR SHALL PROVIDE COMPLETE SETS OF COORDINATED SHOP DRAWINGS OF ALL NEW AND EXISTING EQUIPMENT,INDICATING CAPACITY, DIMENSIONS AND SEQUENCE OF OPERATION FOR WRITTEN APPROVAL BY THE ARCHITECT AND ENGINEER. B.INDICATE ON EACH SHOP DRAWINGS SUBMITTED: 1)PROJECT NAME AND LOCATION 2)NAME OF ARCHITECT AND ENGINEER 3)ITEM IDENTIFICATION 4)APPROVAL STAMP OF PRIME CONTRACTOR C. SUBMISSIONS: 1)SUBMISSIONS 11 IN. X 17 IN. OR SMALLER: IF THE SUBMISSION IS A CATALOG CUT, THEN THE CONTRACTOR SHALL SUBMIT ONE ORIGINAL AND TWO COPIES. OTHERWISE, HE SHALL SUBMIT THREE COPIES. THE ARCHITECT WILL FORWARD THE ORIGINAL AND ONE COPY (TWO COPIES WHEN NO ORIGINAL IS RECEIVED) TO THE ENGINEER. ALL CATALOG CUTS SHALL BE COMPLETE. 2)SUBMISSIONS LARGER THAN 11 IN. X 17 IN.: SUBMIT TWO PRINTS AND ONE PAPER SEPIA TO THE ARCHITECT. THE ARCHITECT WILL FORWARD ONE PRINT AND THE PAPER SEPIA TO THE ENGINEER. D. SUBMIT SHOP DRAWINGS FOR THE FOLLOWING: 1) SAFETY/DISCONNECT SWITCHES 2) FUSES 3) CIRCUIT BREAKERS 4)PANELBOARDS/LOADCENTER (INCLUDING DIMENSIONS, SCHEDULES, AND CATALOG CUTS). 5) RACEWAYS 6) WIRE AND CABLE 7) WALL SWITCHES 8) INSERTION RECEPTACLES 9) MOMENTARY CONTACT SWITCHES 10)TIME SWITCHES 11)LIGHTING FIXTURES. 12)TRANSFORMER. E.ASSIST AND PROVIDE ALL NECESSARY INFORMATION, DIAGRAMS, SKETCHES, ETC. TO THE HVAC CONTRACTOR, FOR THE PREPARATION OF COORDINATED SHOP DRAWINGS INDICATING ROUTING OF FEEDERS, CONTROL CONDUITS, RECESSED FIXTURES AND ADJACENT NEARBY PIPING AND DUCTWORK WHERE APPLICABLE, CERTIFIED BY ALL TRADES THAT COORDINATION HAS BEEN ESTABLISHED. SUBMIT FOUR(4) BOOKBOUND OPERATING AND SERVICE MANUALS WHICH SHALL INCLUDE COPIES OF ALL SHOP DRAWING. PROVIDE SHOP DRAWINGS FOR PANELS, FIXTURES, WIRING DEVICES, CONDUIT, CABLE, DISCONNECT SWITCH, RELAYS, CONTRACTORS, AND OTHER SYSTEMS AS DIRECTED BY THE ENGINEER. 5. AS-BUILT DRAWINGS AND EQUIPMENT OPERATIONAL INSTRUCTIONS A.UPON COMPLETION AND ACCEPTANCE OF WORK, CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS AND EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS CONTRACT. B.THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER A BOUND IN THREE RING BINDERS WITH CLEAR ACETATE COVERS. CONTRACTOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE COPY TO THE ENGINEER. C.THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND TELEPHONE NUMBER OF THE PROJECT, ARCHITECT AND ENGINEER. D.REPRODUCIBLE "AS-BUILT" DRAWINGS SHALL BE PROVIDED INDICATING THE AS INSTALLED CONDITIONS OF THE WORK. "AS-BUILT" DRAWINGS SHALL BE PROVIDED TO THE ARCHITECT AFTER COMPLETION OF THE INSTALLATION. 6.LOW-VOLTAGE DISTRIBUTION EQUIPMENT: A.PROVIDE COMPLETE EQUIPMENT INCLUDING: SWITCHES, FUSES, CIRCUIT BREAKERS, PANELS AND TRANSFORMERS. B.ALL EQUIPMENT SHALL CONFORM TO NEMA, ANSI AND IEEE STANDARDS. C.DISCONNECT SWITCHES SHALL BE FUSED OR NONFUSED AS NOTED. VOLTAGE SHALL BE AS REQUIRED. SWITCHES SHALL BE HEAVY DUTY, EXCEPT AS NOTED, AND HORSEPOWER RATED FOR MOTOR LOADS. TOGGLE TYPE SWITCHES SHALL BE NONFUSED, LOAD BREAK, HAVING MAXIMUM RATINGS OF 20 AMP AT 600 VOLTS AND 30 AMP AT 240 VOLTS. TWO-POLE SWITCHES SHALL BE SIMILAR TO HART AND HEGEMAN NO. 6808F. THREE-POLE SWITCHES SHALL BE SIMILAR TO HART AND HEGEMAN NO. 7810F. KNIFE-BLADE TYPE SWITCHES SHALL BE LOAD BREAK, QUICK-MAKE- QUICK-BREAK, UL CLASS R UP TO 600 AMP. MAXIMUM RATING EXCEPT AS NOTED SHALL BE 800 AMP. ARC QUENCHERS SHALL BE PROVIDED. SWITCHES SHALL BE SIMILAR TO GENERAL ELECTRIC QMR. ALL SWITCH ENCLOSURES SHALL BE DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED. 7.FUSES: A.CIRCUITS 0 TO 600 AMPERES SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMAN LOW-PEAK DUAL-ELEMENT TIME-DELAY LPN-RK (AMP)SP (250V) /LPS-RK (AMP)SP (600V) OR LPJ (AMP)SP (600V) (UL CLASS RK1 OR CLASS J), AND BE LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES RMS SYMMETRICAL. B.MOTOR CIRCUITS - ALL INDIVIDUAL MOTOR CIRCUITS WITH FULLLOAD AMPERE RATINGS (FLA) OF 480 AMPERES OR LESS SHALL BE PROTECTED BY FUSES SIMILAR TO CURRENT LIMITING BUSSMANN LOW-PEAK DUAL-ELEMENT TIME-DELAY LPN-RK (AMP)SP (250V) /LPS-RK (AMP)SP (600V) OR LPJ (AMP) SP (600V) (UL CLASS RK1 OR CLASS J), AND BE LISTED BY UL WITH AN INTERRUPTING RATING OF 300,000 AMPERES RMS SYMMETRICAL. C.ALL FUSES SHALL BE PROVIDED BY SAME MANUFACTURER. D.PROVIDE 1 SPACE MATCHING FUSE FOR EACH SET OF 3. E.CIRCUIT BREAKERS: MOLDED CASE BREAKERS SHALL BE THERMAL- MAGNETIC, QUICK-MAKE-QUICK-BREAK, BOLT-ON TYPE, MANUALLY OPERATED WITH INSULATED TRIP-FREE HANDLE. MULTI-POLE TYPE BREAKERS SHALL CONTAIN INTERNAL TRIP BAR. TERMINALS SHALL BE SUITABLE FOR COPPER OR ALUMINUM CABLE. FURNISH AUXILIARY DEVICES WHERE REQUIRED FOR SHUNT-TRIPPING, OPEN AND CLOSE MOTOR OPERATOR AND ALARM INDICATION. ENCLOSURES SHALL BE DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED. FRAMES, IC AND INTERCHANGEABLE TRIPS SHALL BE AS FOLLOWS, UNLESS OTHERWISE NOTED: 1)120 VOLTS, 100-AMP FRAME: 10,000 AMPS, 1 POLE. 2)120/240 VOLTS, 225-AMP FRAME: 22,000 AMPS MINIMUM. 8. DISTRIBUTION PANELBOARDS, CIRCUIT BREAKER TYPE: A.THREE PHASE, 4 OR 5 WIRE, COPPER BUS BARS, WITH 2, 3, OR 4 WIRE BRANCHES, AS NOTED. CAPACITY OF PANEL AND CIRCUITS, AS NOTED BELOW. PANELBOARD TO HAVE GROUND BUS SAME SIZE AS PHASE BUSES. B.CABINETS: CODE GAUGE GALVANIZED SHEET STEEL PRIMED AND PAINTED WITH TRIM AND DOOR, TYPE AS NOTED, LAP AND RIVET CORNERS OR FORM AS APPROVED. C.TRIM: ONE PIECE FULL FINISH PRIMED AND PAINTED SHEET STEEL. TRIM SHALL BE MOUNTED WITH A CONTINUOUS PIANO HINGE CONFIGURED IN SUCH A MANNER THAT IT SHALL BE POSSIBLE TO GAIN FULL ACCESS TO CIRCUIT BREAKERS AND WIRING GUTTERS WITHOUT REMOVING THE TRIM. PROVIDE A MULTI-PIN CYLINDER LOCK (YALE, CORBIN OR EQUAL) TO LATCH THE TRIM. KEYS SHALL BE MILLED. D.HARDWARE: MULTI-PIN, CYLINDER LOCKS WITH MILLED KEYS. ALL PANELS SHALL BE KEYED ALIKE. DOOR OVER 48” HIGH SHALL BE EQUIPPED WITH A CHROME PLATED VAULT HANDLE, BUILT-IN LOCK AND 3-POINT CATCH FASTENING DOOR AT TOP, BOTTOM AND CENTER. E.HINGES: CONCEALED, CONTINUOUS PIANO HINGE AS DESCRIBED ABOVE. F.DIRECTORY HOLDER: MEAL FRAME WITH NONBREAKABLE TRANSPARENT COVER AND DIRECTORY CARD. ENTRIES TO BE TYPEWRITTEN BY ELECTRICAL CONTRACTOR. PROVIDE AN ENGRAVED LAMINATED NAMEPLATE ADJACENT TO EACH BRANCH BREAKER. MOUNT WITH SELF TAPPING MACHINE SCREWS. G.FURNISH MULTI-CABLE LUGS WHERE REQUIRED. DOUBLE LUGGING NOT PERMITTED. SECURE LUGS TO BUS BY STUD BOLTS. H.PANELBOARD CONSTRUCTION FOR BOLTED TYPE BREAKERS. MINIMUM SHORT CIRCUIT RATING 25,000 AMPERES, RMS SYMMETRICAL FOR ALL 120/208V APPLICATIONS. INDIVIDUAL CIRCUIT BREAKERS SHALL HAVE MINIMUM 100A FRAME, TRIPS SIZED AS SHOW ON THE PLANS. I.MINIMUM GUTTER SPACES: PANELS WITH 225 AMPERE MAINS, 5-¾” MINIMUM, 400 AMPERES AND OVER, MINIMUM GUTTERS 8”. FOR PANELS WITH THROUGH FEEDERS, INCREASE GUTTER WIDTH BY 2” MINIMUM AND PROVIDE A SHEET STEEL BARRIER BETWEEN THE PANEL GUTTER AND THE THROUGH FEEDER PORTION OF THE BACK BOX. BRANCH CIRCUIT BREAKERS SHALL BE MECHANICALLY INTERLOCKED WHEN SHOWN ON DRAWINGS. J.DISTRIBUTION AND SUB-DISTRIBUTION PANELBOARDS SHALL BE A MINIMUM OF 30" WIDE AND 10" DEEP. K.PANELBOARD SHALL HAVE MAIN CIRCUIT BREAKER OR MAIN LUGS AS INDICATED ON THE DRAWINGS. QUANTITY, POLES AND TRIP RATINGS OF BRANCH CIRCUIT BREAKERS TO BE AS INDICATED ON DRAWINGS. L.PANELBOARD SHALL HAVE ENGRAVED WHITE CORE, BLACK LAMACOID NAMEPLATE SCREWED ONTO PANE TRIM WITH DESIGNATION LISTED (PANELBOARD NAME, VOLTAGE, RATING OR MAINS IN AMPS). 9. DISTRIBUTION PANELBOARDS, SWITCH AND FUSE: A.THREE PHASE, 3 OR 4 WIRE WITH COPPER BUS BARS. ALL THROUGH BUS SHALL BE INSULATED. B.NEMA CLASS 1 CONSTRUCTION TO ACCOMMODATE FUSIBLE, INDIVIDUALLY ENCLOSED SWITCHES, FRONT REMOVABLE, SWITCH AND DOOR INTERLOCKS. COVERS TO BE PAD-LOCKABLE. C.PANELBOARD SHALL BE CONSTRUCTED OF CODE-GAUGE STEEL, GRAY FINISH OVER RUST INHIBITOR, FOR SURFACE MOUNTING. BOX AND PANEL FRAME SHALL BE FLANGED AND REINFORCED FOR RIGID SUPPORT OF INTERIOR AND ACCURATE ALIGNMENT OF INTERIOR WITH FRONT. TRIMS TO BE FASTENED TO BACK BOX WITH SCREWS. D.ALL BRANCH SWITCHES SHALL HAVE INDIVIDUAL ENGRAVED LAMICOID NAMEPLATES (BLACK WITH WHITE CORE). E.DISTRIBUTION PANELBOARD CONSTRUCTION MINIMUM SHORT CIRCUIT RATING 25,000 AMPERES, REMS SYMMETRICAL FOR ALL 120/208V APPLICATIONS. APPLICATIONS. F.DISCONNECTS 1)DISCONNECT SWITCHES SHALL CONFORM TO NEMA AND UL STANDARDS, AND SHALL BE HORSEPOWER RATED. 2)SWITCHING MECHANISM SHALL BE QUICK-MAKE, QUICK-BREAK, SINGLE THROW WITH EXTERNAL OPERATING HANDLE MECHANCIALLY INTERLOCKED WITH ENCLOSURE COVER TO PROVIDE ACCESS TO INTERIOR WHEN DISCONNECT IS IN OFF POSITION ONLY. PROVIDE MEANS TO LOCK OPERATING HANDLE IN THE OPEN AND CLOSED POSITION. DESIGNATE ON THE ENCLOSURE THE OPEN AND CLOSED POSITION OF THE OPERATING HANDLE. 3)SWITCHES SHALL BE OF THE DOUBLE STATIONARY CONTACT TYPE. 4)SWITCHES SHALL BE EQUIPPED WITH REJECTION TYPE FUSE HOLDERS, FUSIBLE AS SHOWN ON THE DRAWINGS; PROVIDE COMPLETE WITH FUSES AS SCHEDULED. ELECTRICAL SPECIFICATION E-0.2 ELECTRICAL SPECIFICATIONS (1 OF 2) TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 102 01/09/2026 D.INSTALLATION 1)DISTRIBUTION PANELBOARD SHALL BE MOUNTED TO STRUCTURAL STEEL CHANNEL (KINDORF) WHICH SHALL BE BOLTED TO THE WALL USING EXPANSION ANCHORS FOR LARGE PANELS. H.IDENTIFICATION 1)PROVIDE NAMEPLATE AT EACH SWITCH IDENTIFYING THE LOAD SERVED. 2)NAMEPLATES SHALL BE MOUNTED ON THE FRONT COVER SECURED WITH SELF-TAPPING SCREWS OR NUTS AND BOLTS. NAMEPLATES SHALL BE LAMINATED PHENOLIC, BLACK WITH A MINIMUM OF ¼” HIGH WHITE LETTERING. I.DISTRIBUTION AND SUB-DISTRIBUTION PANELBOARDS SHALL BE A MINIMUM OF 30" WIDE AND 10" DEEP. J.POWER PANELBOARDS SHALL BE SIMILAR TO GENERAL ELECTRIC TYPE “OMR”, AS MANUFACTURED BY ATLAS SWITCH COMPANY, ELECTRIC SWITCHBOARD COMPANY OR APPROVED EQUAL. K.PANELBOARD SHALL HAVE MAIN CIRCUIT BREAKER OR MAIN LUGS AS INDICATED ON THE DRAWINGS. QUANTITY, POLES AND TRIP RATINGS OF BRANCH CIRCUIT BREAKERS TO BE AS INDICATED ON DRAWINGS. L.PANELBOARD SHALL HAVE ENGRAVED WHITE CORE, BLACK LAMACOID NAMEPLATE SCREWED ONTO PANE TRIM WITH DESIGNATION LISTED (PANELBOARD NAME, VOLTAGE, RATING OR MAINS IN AMPS). M.MATERIALS 1)RACEWAYS: a.RIGID STEEL CONDUIT: FULL-WEIGHT PIPE, GALVANIZED, THREADED. b.ELECTROMETALLIC TUBING (EMT): THIN WALL PIPE, GALVANIZED, THREADLESS. c.FLEXIBLE STEEL CONDUIT: CONTINUOUS SINGLE STRIP, GALVANIZED. d.WIREWAYS: WIRE SHALL BE AS NOTED, MINIMUM NO. 16 GAUGE STEEL WITH GROUND CONTINUITY. FINISH SHALL BE BAKED ENAMEL. COVERS SHALL BE SCREW-ON. e.SURFACE METAL RACEWAY: SIZE AS NOTED. BASE 0.04 IN., COVER 0.25 IN. MATERIAL SHALL BE STEEL. FINISH SHALL BE BAKED ENAMEL. COVERS SHALL BE SCREW-ON. 2)FITTINGS AND ACCESSORIES: a.RIGID STEEL: NONSPLIT, THREADED, STEEL OR MALLEABLE IRON. ZINC DIE CAST NOT PERMITTED. b.ELECTROMETALLIC TUBING: COMPRESSION TYPE. GALVANIZED RIGID STEEL ELBOWS, 2 IN. OR LARGER. c.FLEXIBLE METALLIC CONDUIT: ANGLE WEDGE TYPE WITH INSULATED THROAT. d.BUSHINGS: METALLIC INSULATED TYPE. 3) BOXES: a.OUTLET BOXES: EXCEPT AS OTHERWISE REQUIRED BY CONSTRUCTION, DEVICES OR WIRING, BOXES SHALL BE STAMPED STEEL, 4 IN. SQUARE OR OCTAGON FOR FIXTURES. BOXES ABOVE CEILING SHALL BE 1-1/2 IN. DEEP. BOXES IN CEILING OR SLAB SHALL BE 3 IN. DEEP. BOXES IN WALL FOR FIXTURES SHALL BE 2-3/4 IN. DEEP. BOXES IN WALL FOR RECEPTACLES AND SWITCHES SHALL BE 1-1/2 IN. DEEP. FURNISH WITH RAISED COVERS AND FIXTURE STUDS WHERE REQUIRED. WITHOUT FIXTURE OR DEVICE: FURNISH BLANK COVER. OFFSET BACK-TO-BACK OUTLETS WITH MINIMUM 6 IN. SEPARATION. b.JUNCTION AND PULL BOXES: GALVANIZED SHEET STEEL WITH SCREW-ON COVERS, EXCEPT AS NOTED. FURNISH WITH INSULATED SUPPORTS FOR CABLES. LOCATIONS SHALL BE AS NOTED OR REQUIRED AND ACCESSIBLE. PROVIDE BARRIERS IN NEW AND RENOVATED BOXES BETWEEN 120/208 VOLT AND 265/460 VOLT WIRING AND BETWEEN EMERGENCY AND NORMAL WIRING. FLOOR BOXES SHALL BE SUITABLE FOR CONDUIT AND DEVICES NOTED. RAISED OUTLETS SHALL BE HUBBELL #B2414 SERIES WITH ABOVE FLOOR FITTING. TELEPHONE: BUSHED HOLE. POWER: DUPLEX RECEPTACLE OR OTHER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. FLUSH OUTLETS SHALL BE HUBBELL #B2414 SERIES WITH FLUSH FLOOR FITTING FOR TELEPHONE AND FLUSH DUAL FLAP COVER WITH DUPLEX RECEPTACLE FOR POWER AS NOTED. INCREASE SIZE TO SUIT AS NECESSARY. N.PROVIDE RACEWAYS ONLY AS HEREIN SPECIFIED, EXCEPT AS NOTED. RACEWAYS SHALL BE RUN CONCEALED, EXCEPT AS NOTED. PROVIDE RACEWAY SUPPORT UTILIZING CEILING TRAPEZE, STRAP HANGERS, OR WALL BRACKETS. PROVIDE U-BOLTS AT EACH FLOOR LEVEL OF RISER RACEWAYS AND CONNECTED TO ACCEPTABLE SUPPORTS. PROVIDE RISER CLAMPS AT EACH FLOOR LEVEL OF RISER RACEWAYS AND RESTING ON SLAB. FOR THROUGH-THE-FLOOR SYSTEMS, UTILIZE AN ASSEMBLY SIMILAR TO HUBBELL FIRE RATED POKE-THROUGH-FLOOR BOX SYSTEM. FOR ABOVE FLOOR FITTINGS TELEPHONE SHALL BE BUSHED HOLE AND POWER SHALL BE DUPLEX RECEPTACLE OR OTHER AS NOTED. PROVIDE SEPARATION BARRIER BETWEEN POWER AND TELEPHONE COMPARTMENTS. PROVIDE JUNCTION BOX ON UNDERSIDE OF FLOOR. PACK FITTING TO RESTORE FIRE RATING OF FLOOR. SECURE ALL RACEWAYS TO SUPPORTS WITH PIPE STRAPS OR U-BOLTS. SPACING OF SUPPORTS SHALL BE A MINIMUM OF 10 FT ON CENTER FOR METALLIC RACEWAY AND AS REQUIRED FOR NONMETALLIC RACEWAY. SPACING SHALL BE 5 FT ON CENTER FOR WIREWAYS AND PER CODE AND AS NOTED FOR OTHERS. MOUNT SUPPORTS TO STRUCTURE MASONRY WITH TOGGLE BOLTS ON HOLLOW MASONRY, EXPANSION SHIELDS OR INSERTS IN CONCRETE AND BRICK, MACHINE SCREWS ON METAL, BEAM CLAMPS ON FRAMEWORK, WOOD SCREWS ON WOOD, AND PAN THROUGH STRAPS IN METAL DECK. NAILS, RAWL PLUGS OR WOOD PLUGS SHALL NOT BE PERMITTED. WHERE REQUIRED BY STRUCTURE, FURNISH THROUGH BOLTS AND FISHPLATES. EXPOSED RACEWAYS SHALL BE RUN PARALLEL WITH OR AT RIGHT ANGLES TO WALLS. PROVIDE CLEARANCE WITH WATER, STEAM OR OTHER PIPING (MINIMUM 3 IN. SEPARATION FROM STEAM AND HOT WATER PIPES, EXCEPT 1 IN. FROM PIPE COVER AT CROSSINGS AND 18 IN. FOR PARALLEL RUNS). FOR HUNG CEILING OUTLETS, RUN IN HUNG CEILING AND CONNECT TO CEILING SUPPORT CHANNELS. IN MASONRY AND POURED CONCRETE, RUN VERTICALLY ONLY. EMPTY RACEWAYS OVER 10 FT LONG: PROVIDE FISH OR PULL WIRE, GALVANIZED OR NYLON ROPE. RIGID STEEL CONDUIT SHALL BE PERMITTED FOR FEEDERS AND BRANCH CIRCUITS. PAINT MALE THREADS OF FIELD-THREADED CONDUIT WITH GRAPHITE-BASE PIPE COMPOUND AND BUTT CONDUIT ENDS. TOUCH UP MARRED SURFACES AND FIELD-CUT THREADS, CRC-COLD GALVANIZED. EMT SHALL BE PERMITTED FOR BRANCH CIRCUITS ONLY, IN DRY LOCATIONS, DRY WALLS, HUNG CEILINGS, HOLLOW BLOCK WALLS AND FURRED SPACES. EMT SHALL NOT BE PERMITTED IN RAISED FLOORS. FLEXIBLE STEEL CONDUIT SHALL BE UTILIZED FOR SHORT CONNECTIONS WHERE RIGID CONDUIT IS IMPRACTICAL. FROM OUTLET BOX TO RECESSED LIGHTING FIXTURE: PROVIDE MINIMUM 4 FT AND MAXIMUM 6 FT LENGTHS. FOR FINAL CONNECTION TO MOTOR TERMINAL BOX, TRANSFORMER AND OTHER VIBRATING EQUIPMENT: PROVIDE WITH POLYVINYL SHEATHING AND GROUND CONDUCTOR. MINIMUM LENGTH: 18 IN. WITH SLACK. CONNECT GROUND CONDUCTOR TO ENCLOSURE OR RACEWAY AT EACH END. FOR EXPANSION JOINT CROSSINGS, CROSS AT RIGHT ANGLES AND ANCHOR ENDS. CUT CONDUIT ENDS SQUARE. REAM SMOOTH. PAINT MALE THREADS OF FIELD THREADED RACEWAYS WITH GRAPHITE BASE PIPE COMPOUND. DRAW UP TIGHT WITH RACEWAY COUPLING. ALL COUPLINGS SHALL BE COMPRESSION TYPE. NO SET SCREW FITTINGS. EXPANSION FITTINGS SHALL BE INSTALLED AT RIGHT ANGLES WITH CLIP JOINT CENTERED IN EXPANSION JOINT. PROVIDE A LENGTH OF RUN IN ACCORDANCE MANUFACTURER'S RECOMMENDATIONS. PRESET FITTINGS SHALL ALLOW FOR TEMPERATURE VARIATION. RACEWAYS PASSING THROUGH FIRE-RATED CONSTRUCTION: SEAL OPENING WITH FIRE SEALANT. O.PROVIDE CABLE SUPPORTS IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE 2022. CABLE SUPPORTS SHALL UTILIZE A ONE-PIECE PLUG WITH POZI-GRIP WEDGING PLUG AS MANUFACTURED BY OZ-GEDNEY. TYPE SF SHALL BE USED FOR ARMORED CABLE. INSTALL CABLE SUPPORTS AT THE TOP OF A VERTICAL RISE AND PROVIDE INTERMEDIATE ADDITIONAL SUPPORTS AS REQUIRED TO LIMIT SUPPORTED CONDUCTOR LENGTHS TO NOT GREATER THAN THOSE SPECIFIED IN TABLE 300.19(A). P.ERECT WALL AND SWITCH OUTLETS IN ADVANCE OF FURRING AND FIREPROOFING. OUTLET BOXES SHALL BE SET SQUARE AND TRUE WITH BUILDING FINISH. SECURE TO BUILDING STRUCTURE BY ADJUSTABLE STRAP IRON OR GROUT IN WITH MASONRY. VERIFY OUTLET LOCATIONS IN FINISHED SPACES WITH ARCHITECTURAL DRAWINGS OF INTERIOR DETAILS AND FINISHES. PROVIDE BARRIER BETWEEN SWITCHES CONNECTED TO DIFFERENT PHASES FOR VOLTAGES EXCEEDING 150 VOLTS TO GROUND. Q.PANEL, JUNCTION AND PULL BOXES SHALL BE LOCATED CLEAR OF OTHER TRADES. CONCEAL JUNCTION AND PULL BOXES IN FINISHED WHERE NECESSARY, REROUTE RACEWAYS OR MAKE OTHER ARRANGEMENTS FOR CONCEALMENT. BOXES SHALL BE ACCESSIBLE. SUPPORT BOXES FROM BUILDING STRUCTURE, INDEPENDENT OF CONDUIT. PROVIDE FLOOR-TO-CEILING CHANNELS FOR MOUNTING ON DRYWALL AND LIGHTWEIGHT CONSTRUCTION. OUTLET BOXES FOR FIXTURES RECESSED IN HUNG CEILINGS SHALL BE ACCESSIBLE THROUGH OPENING CREATED BY REMOVAL OF FIXTURE. SECURE TO BLACK IRON SUPPORT. MOTOR TERMINAL BOXES: COORDINATE WITH MOTOR BRANCH CIRCUIT CONDUIT AND WIRING; ADD BOX VOLUME WHERE REQUIRED. R.FIRE SEALANTS: PROVIDE FOR RACEWAYS AND WIRE PASSING THROUGH FLOOR SLOTS, SLEEVES OR OPENINGS IN FIRE-PARTITIONS ROOMS. S.PERFORM CONTINUITY TESTS OF RESISTANCE OF FEEDER CONDUITS FROM SERVICE TO POINT OF FINAL DISTRIBUTION USING 1 CONDUCTOR RETURN. MAXIMUM RESISTANCE SHALL BE 25 OHMS. 10. WIRE AND CABLE: A.PROVIDE WIRE AND CABLE COMPLETE WITH ACCESSORIES. SIZE REFERENCE SHALL BE AWG EXCEPT AS NOTED. B.CONDUCTORS SHALL BE COPPER, ASTM STANDARD SOLID (NO. 10 AND SMALLER) OR STRANDED (NO. 8 AND LARGER). GENERAL USE CABLING SHALL BE NO. 12 MINIMUM. AT 120 VOLTS AND OVER 100 FT CIRCUIT LENGTH PROVIDE NO. 10 MINIMUM. AT 265 VOLTS AND OVER 200 FT CIRCUIT LENGTH PROVIDE NO. 10 MINIMUM. C.CONTROL AND ALARM CABLING, EXCEPT AS NOTED, SHALL BE NO. 14 MINIMUM. AT 120 VOLTS AND OVER 200 FT CIRCUIT LENGTH PROVIDE NO. 12 MINIMUM. OTHER VOLTAGES AND PHASES: ADJUST CABLE SIZING AS REQUIRED TO MAINTAIN VOLTAGE DROP. INCREASE RACEWAY SIZES FOR LARGER WIRE AS REQUIRED. D.INSULATION SHALL BE RUBBER AND THERMOPLASTIC MEETING ASTM AND IPCEA STANDARDS. TYPE THW OR THWN SHALL BE UTILIZED FOR FEEDERS AND BRANCH CIRCUITS EXCEPT AS NOTED. TYPE SFF-2 SHALL BE UTILIZED FOR BRANCH CIRCUITS LOCATED IN WIRING CHANNELS OF CONTINUOUS FLUORESCENT FIXTURES AND IN AMBIENT TEMPERATURES OVER 90 DEG C.FOR UNGROUNDED ISOLATED BRANCH CIRCUITS PROVIDE CROSS-LINKED POLYETHYLENE INSULATION (TYPE XHHW). E.ARMORED CABLE (BX) SHALL BE UTILIZED FOR BRANCH CIRCUITS IN DRY HOLLOW LOCATIONS, HUNG CEILINGS, AND BLOCK WALLS. WHEN USED IN LIEU OF WIRING IN CONDUIT, STATE IN PROPOSAL THAT PRICE IS BASED UPON THE USE OF HOSPITAL GRADE 'BX'. F.COLOR CODING SHALL BE AS FOLLOWS: 120/208 VOLT SYSTEM:277/480 VOLT SYSTEM: BLACK FOR A PHASE BROWN FOR A PHASE RED FOR B PHASE ORANGE FOR C PHASE BLUE FOR C PHASE YELLOW FOR C PHASE 1)NEUTRAL WIRE SHALL UTILIZE WHITE OUTER COVERING THROUGHOUT. EQUIPMENT GROUND WIRE SHALL UTILIZE GREEN OUTER COVERING THROUGHOUT. G.WHERE COLOR-CODED CABLE IS NOT AVAILABLE, CERTIFY IN WRITING AND REQUEST PERMISSION TO OVERLAP CONDUCTORS WITH 6 IN. OF COLOR TAPING IN ACCESSIBLE LOCATIONS. H.TERMINATIONS, SPLICES AND TAPS UNDER 600 VOLTS: COPPER CONDUCTORS NO. 10 AND SMALLER SHALL UTILIZE COMPRESSION-TYPE OF TWIST-ON SPRING-LOADED CONNECTORS AND CLEAR NYLON-INSULATED COVERING. COPPER CONDUCTORS NO. 8 AND LARGER SHALL UTILIZE MECHANICAL BOLTED PRESSURE OR HYDRAULIC COMPRESSION TYPE USING MANUFACTURER'S RECOMMENDED TOOLING. CABLE LUGS AND CONNECTORS SHALL UTILIZE COMPRESSION TYPE OF SAME METAL AS CONDUCTOR. PROVIDE TO MATCH CABLE, WITH MARKING INDICATING SIZE AND TYPE. COPPER LUG CONNECTIONS TO BUS BARS: USE ANTISEIZE COMPOUND ON TANG. I.NOT MORE THAN 3 LIGHTING OR CONVENIENCE OUTLET CIRCUITS SHALL BE INSTALLED IN ONE CONDUIT UNLESS OTHERWISE INDICATED. PULL NO THERMOPLASTIC WIRES AT TEMPERATURES LOWER THAN 32 DEG F. PROVIDE SEPARATE RACEWAYS FOR CONDUCTORS OF 120/208 AND 265/460 VOLT SYSTEMS, EXCEPT 460 VOLT MOTOR BRANCH CIRCUIT WIRING AND RELATED 120 VOLT CONTROL WIRING. THERMOPLASTIC WIRES SHALL NOT BE INSTALLED IN COMPUTER AREA RAISED FLOORS. ELECTRICAL SPECIFICATION (CONT.)J.LEAVE WIRES WITH SUFFICIENT SLACK TO PERMIT MAKING FINAL CONNECTIONS. K.PERFORM CONTINUITY AND INSULATION TESTS. MEGGER TEST 100 PERCENT OF FEEDERS, 10 PERCENT OF BRANCH CIRCUITS AND ALL MOTOR BRANCH CIRCUITS OVER 25 HP. PERFORM TESTS PRIOR TO CONNECTING EQUIPMENT AND IN PRESENCE OF AUTHORIZED REPRESENTATIVES. SUBMIT WRITTEN REPORT OF RESULTS. CORRECT OR REPLACE CABLE TESTING BELOW MANUFACTURER'S STANDARDS. 11. WIRING DEVICES: A.WIRING DEVICES SHALL BE SPECIFICATION GRADE UNLESS OTHERWISE SPECIFIED. ALL DEVICES SHALL BE FLUSH MOUNTED, UNLESS OTHERWISE NOTED. PROVIDE COMPLETE MATERIAL AND ACCESSORIES AS NOTED. B.LOCAL WALL SWITCHES SHALL BE ROCKER TYPE, QUIET OPERATING, RATED 20 AMP, 120/277 VOLT, AC. SIMILAR TO LEVITON DECORA SERIES A5621 (SINGLE POLE), A5623 (3-WAY) AND A5624 (4-WAY). C.STRAIGHT BLADE RECEPTACLES SHALL BE RESIDENTIAL GRADE DUPLEX CONVENIENCE 125 VOLTS, 2 POLE, 3 WIRE, U GROUND SLOT, DECORA SERIES BY LEVITON. GROUNDED, EXCEPT AS NOTED. 1)SINGLE GANG, RECESSED, DUPLEX RECEPTACLE: TAMPER RESISTANT, 2-POLE, 3-WIRE GROUNDING, 15A, 125V, NEMA 5-20R; LEVITON 689 SERIES (COLOR AS SPECIFIED BY ARCHITECT). 2)USB CHARGER/ DUPLEX TAMPER-RESISTANT RECEPTACLE: TAMPER RESISTANT, D.DEVICE PLATES: SEE ARCHITECT FOR TYPE. FOR RECEPTACLES WITH OTHER THAN 120 VOLT, INSCRIBED VOLTAGE AVAILABLE. E.COLORS: COORDINATE COLORS WITH ARCHITECT. F.MOUNTING ORIENTATION OF RECEPTACLES (HORIZONTAL OR VERTICAL): COORDINATE WITH ARCHITECT. 12. LIGHTING FIXTURES: A.FIXTURES TO BE AS SPECIFIED BY ARCHITECT AND SHALL BE COMPLETELY FACTORY ASSEMBLED, WIRED AND EQUIPPED WITH ALL NECESSARY SOCKETS, BALLASTS, SUPPORTING HARDWARE AND ACCESSORIES. REFER TO DRAWINGS FOR INDIVIDUAL FIXTURE DESCRIPTIONS. B.FIXTURE CATALOG NUMBERS USED TO ILLUSTRATE EQUIPMENT TYPE DO NOT NECESSARILY DENOTE REQUIRED MOUNTING EQUIPMENT OR ACCESSORIES. PROVIDE ACCESSORIES TO SUIT. C.BALLAST: CLASS P, HIGH POWER FACTOR, LOWEST AVAILABLE NEMA RATED NOISE LEVEL, ET1 AND CBM APPROVED. ENERGY SAVING TYPE. TRIGGER START FOR 24-INCH LAMPS AND RAPID START FOR 48-INCH. TWO LAMP BALLASTS; NO THREE LAMP BALLASTS. BALLASTS SHALL BE ADVANCE MAGNETEK, UNIVERSAL OR EQUAL. D.LED DRIVERS SHALL BE ELECTRONIC TYPE, LABELED AS COMPLIANT WITH RADIO FREQUENCY INTERFERENCE (RFI) REQUIREMENTS OF FCC TITLE 47, PART 15 AND COMPLY WITH NEMA SSL 1 "ELECTRONIC DRIVERS SHALL HAVE A SOUND RATING OF "A", HAVE A MINIMUM EFFICIENCY OF 85% AND BE RATED FOR A THD OF LESS THAN 20% AT ALL INPUT VOLTAGES. E.DIMMABLE LED DRIVERS SHALL BE CAPABLE OF DIMMING WITHOUT LED STROBING OR FLICKER ACROSS THEIR FULL DIMMING RANGE. PROVIDE TYPE OF LED DRIVER AS PER LIGHTING FIXTURE SCHEDULE, DIMMABLE LED DRIVERS SHALL BE 0-10V WHERE NOT INDICATED. F.CONTINUOUS ROW, TWO LAMP STRIP FIXTURES SHALL BE STAGGERED TYPE. G.EXIT SIGNS SHALL BE PRECISION DIE-CAST ALUMINUM HOUSING WITH LASER-FORMED ACRYLIC LEGEND. EXIT SIGNS SHALL COMPLY WITH UL 924 AND BE LOCAL AHJ APPROVED. AC POWERED WITH PREMIUM LONG-LIFE NICKEL CADMIUM BATTERY WITH STANDARD UL LISTED 3-HOUR RUN TIME OR AS REQUIRED. PROVIDE WITH INTEGRAL AUTOMATIC CHARGER IN A SELF CONTAINED POWER PACK. LED INDICATOR WITH PUSH TO TEST SWITCH. 13. TELEPHONE CONDUIT SYSTEM: A.PROVIDE COMPLETE SYSTEM OF: RACEWAYS AND ACCESSORIES, OUTLET BOXES, SLEEVES AND FISHWIRES. B.EQUIPMENT SHALL CONFORM TO REQUIREMENTS OF TELEPHONE COMPANY. C.OUTLETS SHALL BE: 1) WALL: 4 IN. SQUARE WITH BUSHED COVER PLATE. D.PROVIDE FISHWIRES, IN RACEWAYS OVER 10 FT LONG. E.CONDUIT SHALL BE 3/4 IN. MINIMUM. FURNISH EMPTY CONDUIT FROM OUTLET BOX TO BUSHED END THRU WALL 6" BELOW THE PLASTER CEILING. F.FACE RACEWAYS IN ROOMS SHALL HUBBELL HBL500, HBL750 OR HBL2000 SERIES OR AS ACCEPTABLE. 14. PANELBOARDS: A.PANELBOARDS SHALL BE OF THE DEAD FRONT TYPE MANUFACTURED IN CODE GAUGE AND SIZE BOXES FOR MOUNTING AS INDICATED ON PLANS COMPLETE WITH TRIM, DOORS AND LOCKS. ALL LOCKS SHALL BE KEYED ALIKE. B.CIRCUIT BREAKERS SHALL BE OF THE BOLT-ON THERMAL MAGNETIC MOLDED CASE TYPE, AND SHALL HAVE THE TRIP RATINGS AND NUMBER OF POLES SHOWN IN SCHEDULES ON THE CONTRACT DRAWINGS. FOR BLANK (SPACE) COMPARTMENTS, PROVIDE FULL RATED BUS. MINIMUM GUTTER SPACES SHALL BE 5-3/4". SIDES, TOP AND BOTTOM, INCREASE FOR THROUGH FEEDERS. PROVIDE 25% COPPER GROUND BUS AND 100% COPPER NEUTRAL BUS AND INCREASE NEUTRAL BUS INDICATED. C.LOCKING TABS SHALL BE PROVIDED ON ALL CIRCUIT BREAKERS SERVING EMERGENCY LIGHTING, FIRE ALARM SYSTEM, SECURITY SYSTEMS AND OTHER EMERGENCY OR CRITICAL EQUIPMENT AND AS NOTED ON THE CONTRACT DRAWINGS. A TOTAL OF 5 SPARE LOCKING TABS SHALL BE FURNISHED TO THE OWNER. D.BUSES SHALL BE HARD DRAWN COPPER OF 98 PERCENT CONDUCTIVITY AND SHALL HAVE CROSS SECTIONAL AREAS LARGE ENOUGH TO LIMIT THE TEMPERATURE RISE, WHEN CARRYING FULL LOAD, TO 35 DEGREES C. ABOVE AN AMBIENT INSIDE THE ENCLOSURE OF 55 DEGREES C. AS DEFINED IN IEEE STANDARD RULES. MAIN BUS CAPACITY SHALL BE AS SHOWN ON THE CONTRACT DRAWINGS. E.ENCLOSURES SHALL BE SURFACE OR FLUSH AS INDICATED. TRIMS SHALL BE SECURED TO PANEL WITH MACHINE SCREWS. COVERS SHALL BE HINGED DOOR-IN-DOOR CONSTRUCTION WITH CYLINDER LOCKS AND CATCHES. LOCKS MUST BE COMPATIBLE WITH BUILDING STANDARD KEY SYSTEM AND WHEN NONE EXISTS, THEY SHALL BE SIMILAR TO A YALE NO. 911 KEY. F.DISTRIBUTION AND SUB-DISTRIBUTION PANELBOARD SHALL BE A MINIMUM OF 30" WIDE AND 10" DEEP. G.ALL STANDARD PANELBOARDS SHALL BE A MINIMUM OF 20" WIDE AND 5 3/4" DEEP. H.FURNISH ALL PANELBOARDS WITH FEED-THRU LUGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS. I.ALL NEW PANELBOARDS SHALL BE PROVIDED WITH AN ENGRAVED WHITE CORE LAMACOID NAMEPLATE, WITH 3/4 IN. WHITE LETTERING ON A BLACK BACKGROUND, WITH DESIGNATION LISTED (PANELBOARD NAME), FASTENED WITH EPOXY CEMENT OR OVAL HEAD CHROME PLATED MACHINE SCREWS. J.THE CIRCUIT DIRECTORY SHALL BE TYPEWRITTEN AND PROVIDED INSIDE EACH PANEL DOOR TO INDICATE EQUIPMENT AND/OR AREA SERVED. DIRECTORY HOLDER SHALL BE METAL FRAME WITH CLEAR PLASTIC, TRANSPARENT COVER. THE TYPEWRITTEN LIST INDICATING CIRCUIT NUMBERS, OUTLETS SUPPLIED AND THEIR LOCATIONS SHALL BE PROVIDED. K.TIE-BARS SHALL NOT BE USED TO CREATE MULTI-POLE CIRCUITS. MAXIMUM 42 CIRCUITS ALLOWED. L.ONLY ONE WIRE SHALL BE INSTALLED UNDER EACH CIRCUIT BREAKER LUG. M.SHORT CIRCUIT RATING OF PANELBOARDS SHALL NOT BE LESS THAN AS INDICATED ON THE CONTRACT DRAWINGS OR SPECIFIED HEREIN. WHERE NOT INDICATED OR SPECIFIED THE MINIMUM SHORT CIRCUIT RATING SHALL BE EQUAL TO THE INTERRUPTING CAPACITY OF THE LOWEST RATED CIRCUIT BREAKER IN THE PANELBOARD, BUT IN NO CASE LESS THAN 10,000 AMPERES R.M.S. SYMMETRICAL FOR 208Y/120 VOLT SYSTEM AND 14,000 AMPERES R.M.S. SYMMETRICAL FOR 480Y/277 VOLT SYSTEM. SERIES RATED PANELBOARDS SHALL BE USED TO ACHIEVE REQUIRED SHORT CIRCUIT RATINGS. N.FOR ALL EXISTING PANELBOARDS, CONTRACTOR SHALL PROVIDE NEW CIRCUIT BREAKERS TO REPLACE EXISTING AS REQUIRED AS INDICATED ON DRAWINGS. 15. INTERCOM CONDUIT SYSTEM: A.PROVIDE COMPLETE SYSTEM OF: RACEWAYS AND ACCESSORIES, OUTLET BOXES, SLEEVES AND FISHWIRES. B.EQUIPMENT SHALL CONFORM TO REQUIREMENTS OF INTERCOM MANUFACTURER. C.OUTLETS SHALL BE: 1)WALL: 4 IN. SQUARE WITH SINGLE GANG COVER PLATE. D.PROVIDE FISH WIRES, IN RACEWAYS OVER 10 FT LONG. E.CONDUIT SHALL BE 3/4 IN. MINIMUM. FURNISH EMPTY CONDUIT FROM EACH APARTMENT TO MAIN INTERCOM CONTROLLER AT ENTRANCE. E-0.3 ELECTRICAL SPECIFICATIONS (2 OF 2) 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 3 01/09/2026 LIGHTING PLAN GENERAL NOTES: 1.CONTRACTOR IS ADVISED THAT ADJUSTMENTS TO EMERGENCY AND EXIT LIGHT FIXTURE LOCATIONS/QUANTITIES MAY BE REQUIRED BY AHJ UPON FINAL INSPECTION. 2.ALL EXTERIOR LIGHTS AND SIGNS SHALL BE CONTROLLED VIA PHOTOCELL AND/OR TIME CLOCK. THE ELECTRICAL CONTRACTOR (E.C.) SHALL PROVIDE ALL LIGHTING CONTROLS IN COMPLIANCE WITH THE 2022 CALIFORNIA ENERGY CODE. AND THE REQUIREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION (AHJ). 3.REFER TO DWG. E-0.1 FOR ELECTRICAL GENERAL NOTES, SYMBOL LIST, ABBREVIATIONS AND E-0.2 AND E-0.3 FOR ADDITIONAL SPECIFICATIONS. 4.FINAL CONDUIT/CABLE ROUTING SHALL BE DETERMINED IN-FIELD, AND PRIOR TO THE COMMENCEMENT OF WORK, COORDINATED WITH OTHER TRADE CONTRACTORS AND THE TENANT. 5.LAY-IN TYPE FIXTURES SHALL BE SUPPORTED FROM THE STRUCTURE INDEPENDENT FROM THE CEILING SYSTEM AND BE CLIPPED TO THE GRID WITH EARTHQUAKE/HURRICANE CLIPS. 6.ALL SWITCHES QUANTITIES, LOCATION AND MOUNTING DETAILS SHALL BE COORDINATED WITH ARCHITECT/OWNER IN THE FIELD. LIGHTING PLAN KEYED NOTES: 1.WIRE ALL EMERGENCY, NIGHT LIGHT AND EXIT LIGHT TO THE NEAREST CIRCUIT AHEAD OF ALL CONTROLS & SWITCHING FOR CONTINUOUS OPERATION. 2.E.C. SHALL CO-ORDINATE LOCATION & MAKE / MODEL OF TIME CLOCK & LIGHTING CONTRACTORS WITH ARCHITECT / OWNER IN FIELD. SEE DETAIL-3 THIS SHEET FOR ADDITIONAL INFORMATION. 3.PROVIDED LIGHTING CONTROL SWITCH BANK, SEE SWITCH BANK DETAIL BELOW. ELECTRICAL CONTRACTOR TO VERIFY SWITCH BANK WILL FIT WITHIN SPECIFIED AREA AND STACK MULTIPLE SWITCH BANKS AT THIS LOCATION IF A SINGLE SWITCH BANK WILL NOT FIT WITHIN THE SPECIFIED REGION. 4.E.C. TO COORDINATE EXACT MAKE/MODEL OF WALL MOUNTED OCCUPANCY SENSOR WITH ARCHITECT/OWNER IN COORDINATION WITH EQUIPMENT MANUFACTURER IN FIELD. BASE BID ACCORDINGLY. 5.PROVIDE DIGITAL IN-WALL TIMER SWITCH, PROGRAMMABLE 7 DAY CONTROL. LITHIUM BATTERY BACKUP FOR TIMEKEEPING. MANUAL OVERRIDE CONTROL FOR MAXIMUM 2 HOURS. EQUAL TO INTERMATIC ST01 SERIES. ADJUST TO ON/OFF SCHEDULE DIRECTED BY AUTHORIZED REPRESENTATIVE FOR TENANT. 6.SWITCH FOR CONTROL OF "STORE FRONT SIGN" OUTLET. E.C. TO COORDINATE EXACT LOCATION & MAKE/MODEL OF SWITCH WITH ARCHITECT/OWNER IN COORDINATION WITH DEVICE MANUFACTURER IN FIELD. BASE BID ACCORDINGLY. 7.DENOTES LIGHTING FOR WALK-IN COOLER TO BE PURCHASED BY MANUFACTURER. ELECTRICAL CONTRACTOR TO PROVIDE FINAL CONNECTIONS TO LIGHTING IN WALK-IN COOLER. COORDINATE EXACT ELECTRICAL REQUIREMENTS WITH MANUFACTURER PRIOR TO ANY ROUGH-IN WORK. 8.EXTERIOR SIGNS CONTROLLED VIA PHOTOCELL. E.C. SHALL COORDINATE EXACT MAKE/MODEL OF PHOTOCELL WITH EQUIPMENT MANUFACTURER. E.C. SHALL ADJUST PHOTOCELL QUANTITIES AS RECOMMENDED BY MANUFACTURER. BASE BID ACCORDINGLY. 9.INTERLOCK TEF-1 WITH RTU-1. E.C. SHALL COORDINATE WITH MECHANICAL DRAWING FOR THE EXACT REQUIREMENT. 10.DENOTES CAMERA TO BE PURCHASED BY SECURITY CONTRACTOR AND INSTALLED BY ELECTRICAL CONTRACTOR. COORDINATE EXACT MOUNTING LOCATION AND REQUIREMENTS WITH SECURITY CONTRACTOR/TENANT PRIOR TO ANY ROUGH-IN WORK. BASE BID ACCORDINGLY. # TS1 NEUTRAL A:47 TO SERVICE & WAITING AREA LIGHTS 6 N.T.S TIMER SWITCH CONTROL DETAIL DIGITAL IN WALL TIMING SWITCH (KEYED NOTE 5) PROVIDE 12 GAUGE GALVANIZED SUPPORT WIRE FROM LUMINARIE TO STRUCTURE ABOVE TO SUPPORT INDEPENDENTLY OF ABOVE CEILING SYSTEM (TYPICAL EACH CORNER) 13MM(1/2") FMC TO JUNCTION BOX RECESSED LUMINARIE (TYPICAL) 5 N.T.S LIGHTING MOUNTING DETAIL NEUTRAL A:2 DIGITAL IN WALL TIMING SWITCH (KEYED NOTE 5)TO KITCHEN AREA LIGHTS TS2 Sb DSa D TRACK LIGHT (TYPE-A) SERVICE & WAITING AREA (TYPE-A) ST1 A:47 DIGITAL IN WALL TIMER SWITCH (TS1) DIMMER SWITCH SHALL BE: TYPE A: LEVITON #IPL06-10Z (OR EQUAL) TYPE B: LEVITON #IP710-LFZ (OR EQUAL) NOTE: E.C. SHALL COORDINATE EXACT MAKE/MODEL/COLOR OF DIMMER & TIMER SWITCH AND COVER PLATES WITH ARCHITECT/OWNER IN FIELD. 2 N.T.S SWITCH BANK DETAIL Sc 3D KITCHEN AREA (TYPE-B) Sd 3D TIMER SWITCH SHALL BE: INTERMATIC #ST01 (OR EQUAL) ST2 DIGITAL IN WALL TIMER SWITCH (TS2) Se STORE FRONT SIGNS A:48 KITCHEN AREA (TYPE-B) A:8 A:3 PHOTOCELL AND TIMECLOCK CONTROL FOR EXTERIOR SIGNS P/C T/C EXTERIOR SIGNAGE(FRONT) 4 NTS TIME CLOCK DETAIL SINGLE CHANNEL TIME CLOCK MAIN ELECTRICAL PANEL A:2 EX EM1 EX LT5a (4'-0") BY WALK-IN SUPPLIER BY WALK-IN SUPPLIER EX LT7 NIGHT LIGHT LT7 LT8 N/L LT8 LT8 LT8 LT8 LT8 CM CM EM 1 LT7 LT7 LT7 LT7 LT7 NI G H T L I G H T LT7 LT7 LT7 LT7 LT7 LT7LT7 LT7 CM CM CM CM EM 1 EM 1 EM 1 PC PHOTOCELL 8 3 NTS LIGHTING CONTROL LEGEND Sos S3D 3-WAY 0-10V DIMMER SWITCH LEVITON CATALOG #IP710-LFZ (OR EQUAL) WALL MOUNTED DUAL TECNOLOGY OCCUPANCY SENSOR HUBBELL CONTROL SOLUTIONS CATALOG #LHMTS1-G-WH OR EQUAL S f STORE FRONT SIGNS A:15 1 A:47 S a D TO TS1 VIA DIMMER SWITCH c d c c c c d d d 1 A:2 A:2 S d S c 3D 3D 10 10 10 10 10 10 1 1 1 1 1 1 1 1 1 TC J 2 A:8 CL S b D TO TS1 VIA DIMMER SWITCH A:47 0. 5 A CU R R E N T LI M I T E R S b S d S c SWITCH BANK 6 S a S 5 3 S S e 3D 3DT2DDT1 S f 7 7 A:2 S os TEF-1 9 SM A:1 A:2 TO TS2 VIA DIMMER SWITCH A:30 DESCRIPTIONTYPE MANUFACTURER / MODEL NUMBER EX THERMOPLASTIC LED EXIT SIGN COMBO WITH HEADS, AND HIGH OUTPUT BATTERY LED GENERAL NOTES: 1.BATTERY PACKS FOR ALL EXIT, NIGHT LIGHT AND EMERGENCY LIGHT FIXTURES SHALL BE CAPABLE OF PROVIDING EMERGENCY POWER TO THE FIXTURES FOR A MINIMUM OF 90 MINUTES. 2.E.C. SHALL COORDINATE EXACT MAKE/MODEL, COLOR, FINISH & CCT OF LIGHTING FIXTURES WITH ARCHITECT/OWNER IN FIELD. 3.FIXTURE MODEL NUMBER MAY NOT REFLECT ALL MOUNTING HARDWARE. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL NECESSARY MOUNTING EQUIPMENT, LENSES, STEMS, SAFETY CHAINS, END PLATES, AND ALL OTHER HARDWARE NECESSARY FOR A COMPLETE FIXTURE INSTALLATION. SEE MOUNTING DETAILS WHEN APPLICABLE. 4.LINE VOLTAGE DRIVERS MAY BE SUBSTITUTED FOR "UNIVERSAL" OR "MULTI-VOLTAGE" DRIVERS. 5.ALL FIXTURES SHALL BE UL OR ETL LISTED. 6.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL REQUIRED ACCESSORY PARTS FOR THE TRACK LIGHTING SYSTEM TO MAKE A COMPLETE WORKING TRACK SYSTEM THIS INCLUDES BUT NOT LIMITED TO TRACK, 120V ADAPTERS, END PIECES, CORNER PIECES, PENDANT MOUNTED ADAPTERS, HANGERS, ETC. LED TRACK: CONTECH LIGHTING CATALOG #LT-LENGTH-B CURRENT LIMITER: CONTECH LIGHTING CATALOG #LA-23-RN-B-REG1-B TRACK HEAD: LF ILLUMINATION LIGHTING CATALOG #TXA01-A-J-06C-9230-M-D1-1-BB 2X4 LED FIXTURE (4950 LUMEN) LINE VOLTAGE TRACK WITH LED HEADS AND (1) 1A SINGLE CIRCUIT END FEED CURRENT LIMITING DEVICE. ONE CURRENT LIMITING DEVICE FOR ALL TRACK SECTION LIGHTING FIXTURE SCHEDULE EM1 EMERGENCY DUAL-HEAD FIXTURE WITH BATTERY BACK UP LED LT7 120V 120V 120V 120V 3,500K 3,000K - 41 VA 3 VA INTERIOR EMERGENCY -4 VA LT8 120V 12 VA CREE LIGHTING CATALOG #C-TR-C-FP24-50L-35K-WH OR LOW COST EQUAL HOUSING: ELITE LIGHTING CATALOG #B6IC-AT-W-WH FIXTURE: TCP LIGHTING CATALOG #LED14DR5630K95 MAXILUM LIGHTING /ELM-LED-803-FINISH MAXILUM LIGHTING /ELM-LED-882-FINISH LT5A- #FT 6" RECESSED LED DOWNLIGHT 3,000K FIXTURE WATTS 6 VA/ HEAD LIGHT SOURCE LED LED VOLTAGE CCT d d c 4 A:47 A:47 A:47 A:2 A:2 S3D3D cdS WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" E-1.0 LIGHTING FLOOR PLAN TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 4 10 1 SCALE: 1/4"=1'-0" LIGHTING FLOOR PLAN 01/09/2026 WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" POWER PLAN GENERAL NOTES: A.COORDINATE EXACT LOCATION OF HVAC EQUIPMENTS ON ABOVE CEILING WITH MECHANICAL CONTRACTOR. B.E.C. SHALL COORDINATE DISCONNECT REQUIREMENT FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER FOR FINAL SELECTION PRIOR TO ROUGH-IN. E.C. COORDINATE LOCATION OF DISCONNECT SWITCH WITH MANUFACTURER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. C.REFER TO DWG. E-0.1 FOR ELECTRICAL GENERAL NOTES, SYMBOL LIST, ABBREVIATIONS AND E-0.2 AND E-0.3 FOR ADDITIONAL SPECIFICATIONS. D.FINAL CONDUIT/CABLE ROUTING SHALL BE DETERMINED IN-FIELD, AND PRIOR TO THE COMMENCEMENT OF WORK, COORDINATED WITH OTHER TRADE CONTRACTORS AND THE TENANT. E.CONTRACTOR SHALL COORDINATE EXACT RECEPTACLE TYPE FOR EQUIPMENT WITH EQUIPMENT VENDOR/MANUFACTURER. F.ALL WIRING TO BE #12AWG WITH #12AWG GND IN 3/4" CONDUIT UNLESS OTHERWISE NOTED OR REQUIRED. G.ALL 125-VOLT THROUGH 250-VOLT RECEPTALCES SUPPLIED BY SINGLE-PHASE BRANCH CIRCUITS RATED 150 VOLTS OR LESS TO GROUND, 50 AMPERES OR LESS, AND ALL RECEPTACLES SUPPLIED BY THREE-PHASE BRANCH CIRCUITS RATED 150 VOLTS OR LESS TO GROUND, 100 AMPERES OR LESS LOCATED IN KITCHEN, DRIVE-THRU, AND FOOD PREP AREAS SHALL BE GFCI PROTECTION PER THE 2022 CALIFORNIA ELECTRICAL CODE SECTION 210.8B. H.VERIFY ALL EXPOSED CONDUIT ROUTING WITH ARCHITECT/ENGINEER WHERE CONDUIT IS EXPOSED IN FINISHED ROOMS. I.DETAIL REFERENCES ON PLANS ARE TO AID THE CONTRACTOR IN IDENTIFYING THE APPLICABLE DETAIL. NOT ALL DETAILS, OR INSTANCES OF DETAILS, ARE REFERENCES ON PLANS. CONTRACTOR IS RESPONSIBLE TO REVIEW AND COMPLY WITH ALL APPLICABLE DETAILS WHETHER OR NOT REFERENCED ON PLANS. J.ALL 120V, 1P 15 & 20 AMP RECEPTACLES IN THE KITCHEN AREA SHALL BE GFCI TYPE AND MOUNTED IN A READILY ACCESSIBLE LOCATION. READILY ACCESSIBLE IS DEFINED AS NOT HAVING TO MOVE ANY EQUIPMENT IN ORDER TO RESET OR TEST THE GFCI RECEPTACLE. K.VERIFY ALL PLUG CONFIGURATIONS AND MOUNTING HEIGHTS OF ALL KITCHEN EQUIPMENT OUTLET BOXES WITH FOOD SERVICE EQUIPMENT CONTRACTOR BEFORE INSTALLATION OF CONDUIT AND WIRING. L.ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF WALK-IN COOLER BEFORE PURCHASING BREAKER, CONDUIT, AND WIRING. M.ELECTRICAL CONTRACTOR SHALL NOT PENETRATE ROOF OF WALK-IN COOLER. N.WHERE PORTIONS OF A RACEWAY ARE SUBJECT TO DIFFERENT TEMPERATURES, AND WHERE CONDENSATION IS KNOWN TO BE A PROBLEM, AS IN COOLER AND FREEZER APPLICATIONS OR WHERE PASSING FROM WARM TO COLD AREAS, ELECTRICAL CONTRACTOR TO FILL THE RACEWAY WITH AN APPROVED MATERIAL TO PREVENT CIRCULATION OF WARM AIR TO A COLDER SECTION OF THE RACEWAY. O.ELECTRICAL CONTRACTOR TO COORDINATE WITH OWNER REGARDING EXTERIOR SIGNAGE VOLTAGE/AMPACITY REQUIREMENTS BEFORE PURCHASING AND INSTALLING CONDUIT, WIRE AND CIRCUIT BREAKERS. COORDINATE CONTROL OF SIGNAGE WITH OWNER/TENANT. P.THE ELECTRICAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL DISCONNECT SWITCHES, RECEPTACLES, CONCEALED WIRING, ETC. TO KITCHEN EQUIPMENT AS REQUIRED. THE ELECTRICAL CONTRACTOR SHALL ALSO PROVIDE ALL CORDS, FITTINGS, BOXES, CORD GRIPS, PLUGS, CABLES, ETC. ON EQUIPMENT REQUIRING SUCH ITEMS. POWER PLAN KEYED NOTES: 1.E.C. TO INSTALL SHOW WINDOW RECEPTACLES/FRONT & REAR SIGN AS PER THE 2022 CALIFORNIA ELECTRICAL CODE SECTION 210.62. COORDINATE EXACT LOCATION OF OUTLET IN FIELD WITH ARCHITECT/OWNER BEFORE COMMENCEMENT OF ANY WORK. 2.ALL RECEPTACLES IN THIS AREA SHALL BE TAMPER RESISTANCE AS PER THE 2022 CALIFORNIA ELECTRICAL CODE SECTION 406.12. 3.PROVIDE JUNCTION BOX WITH LOCAL TOGGLE SWITCH DISCONNECT LOCATED ABOVE ACCESSIBLE CEILING AND ASSOCIATED 120V, 1Ø, 20 AMP CIRCUIT(S) FOR SIGNAGE. FIELD VERIFY EXACT ROUGH-IN LOCATION. CIRCUIT THRU TIME CLOCK CONTROLLED CONTACTOR FOR AUTOMATIC ON/OFF CONTROL OF LIGHTING. 4.DENOTES HOOD CONTROLLER. COORDINATE WITH OWNER AND EQUIPMENT PROVIDER FOR LOCATION & ELECTRICAL REQUIREMENT PRIOR TO INSTALLING. MAKE POWER PROVISION ACCORDINGLY. BASE BID ACCORDINGLY 5.THE ELECTRICAL CONTRACTOR (E.C.) SHALL FIELD VERIFY THAT ALL ELECTRICAL PANELS ARE UNOBSTRUCTED. THE AREA IN FRONT OF ELECTRICAL PANELS SHALL NOT BE USED FOR STORAGE. WORKING SPACE SHALL BE PROVIDED IN ACCORDANCE WITH THE 2022 CALIFORNIA ELECTRICAL CODE SECTION 110.26(A). 6.ELECTRICAL POWER PROVISION FOR MECHANICAL/PLUMBING EQUIPMENT. E.C. SHALL COORDINATE EXACT POWER AND ELECTRICAL OUTLET/DISCONNECT REQUIREMENT FOR MECHANICAL/PLUMBING EQUIPMENT WITH EQUIPMENT MANUFACTURER IN COORDINATION WITH ARCHITECT/OWNER IN THE FIELD PRIOR TO ROUGH-IN. BASE BID ACCORDINGLY. 7.E.C. SHALL COORDINATE EXACT LOCATION/MOUNTING DETAILS OF ELECTRICAL/DATA OUTLET FOR MENUBOARD IN FIELD WITH ARCHITECT/OWNER. BASE BID ACCORDINGLY. 8.VERIFY WALK-IN COOLER ELECTRICAL REQUIREMENT IN THE FIELD. ADJUST ELECTRICAL CONNECTIONS PER MANUFACTURER’S DOCUMENTATION AS REQUIRED. 9.PROVIDE MANUAL ACTUATION DEVICE FOR HOOD FIRE SUPPRESSION SYSTEM. SEE DETAIL-6 ON SHEET E-3.0 FOR DETAIL. 10.NEW 5-15 RECEPTACLE WIRED FROM ABOVE TO PROVIDE POWER TO OVERHEAD FOOD WARMERS. COORDINATE EXACT LOCATION AND REQUIREMENTS WITH OWNER PRIOR TO INSTALLING. PROVIDE 8' SLACK OF CABLE. SEE POWER DROP DETAIL-5 ON SHEET E-3.0. 11.POWER DROP CORD TO PIZZA OVEN RECEPTACLE CONNECTED TO JUNCTION BOX AT CEILING. DO NOT ROUTE THROUGH SUSPENDED CEILING TILE. ADD DROP CORDS FOR THIRD OVEN IF NECESSARY. ELECTRICAL CONTRACTOR SHALL INSTALL JUNCTION BOX BELOW SUSPENDED CEILING AND MAKE HARD WIRE CONNECTION TO CORD DROP TO PIZZA OVEN RECEPTACLE. PROVIDE STRAIN RELIEF FOR CONNECTION AT JUNCTION BOX. FIELD VERIFY EXACT MOUNTING LOCATION AND CONNECTION REQUIREMENTS PRIOR TO ROUGH-IN. SEE CORD DROP DETAIL-4 ON SHEET E-3.0. 12. 5'-0" PLUGMOLD WITH RECEPTACLES MOUNTED 6" O.C.. COORDINATE EXACT MOUNTING HEIGHT WITH ARCHITECT/GENERAL CONTRACTOR PRIOR TO INSTALLING. ELECTRICAL CONTRACTOR TO PROVIDE WIREMOLD FINISH-20GBA506 (OR EQUAL). 13.ELECTRICAL CONTRACTOR TO ADD A NOTE/LABEL TO SWITCH BANK NEAR THE LIGHTING SWITCHES AND LABEL THE FACE PLATE "STORE FRONT SIGNS." 14.E.C. SHALL COORDINATE EXACT LOCATION OF HOOD CONTACTOR SHUT-DOWN IN AND INTERCONNECTION WITH HOOD CONTROL PANEL & SUPPRESSION SYSTEM FIELD WITH ARCHITECT/OWNER EQUIPMENT MANUFACTURER, PROVIDE ALL THE NECESSARY ACCESSORIES NEEDED FOR THE PROPER OPERATION OF HOOD/FIRE SUPPRESSION. 15.MANUAL PULL STATION FOR THE PROJECT SPACE. E.C. SHALL COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. E.C. SHALL INTERCONNECT NEW FIRE ALARM DEVICES WITH NEW FIRE ALARM CONTROL PANEL FOR THE PROJECT SPACE. 16.PROVIDE NEW FIRE ALARM CONTROL PANEL FOR FIRE ALARM SYSTEM FOR THE PROJECT SPACE. E.C. SHALL COORDINATE EXACT LOCATION WITH ARCHITECT/OWNER. E.C. SHALL COORDINATE LANDLORD/OWNER TO INTERCONNECT NEW FIRE ALARM CONTROL PANEL TO EXISTING MAIN FIRE ALARM SYSTEM. E.C. SHALL COORDINATE WITH FIRE ALARM CONTROL PANEL MANUFACTURER TO PROVIDE EXACT POWER REQUIREMENT. BASE BID ACCORDINGLY. # VOLTAGE/PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 208V/3PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH 120V/1PH WIRE-CONDUIT KITCHEN EQUIPMENT WIRING SCHEDULE NOTESELECTRICAL CONNECTION MOUNT RECEPTACLE 82-1/4" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 50" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 44" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 44" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 44" AFF TO CENTER OF BOX. SEE KEYED NOTE 11 AND DETAIL BELOW SEE KEYED NOTE 11 AND DETAIL BELOW MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. SEE KEYED NOTE 10 AND DETAIL BELOW SEE KEYED NOTE 10 AND DETAIL BELOW SEE KEYED NOTE 10 AND DETAIL BELOW MOUNT RECEPTACLE 48" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 48" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 36" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 50" AFF TO CENTER OF BOX. CEILING MOUNTED. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 48" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 48" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 96" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 96" AFF TO CENTER OF BOX. MOUNT RECEPTACLE 96" AFF TO CENTER OF BOX. (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (3)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C (2)#12,#12G-3/4"C PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG SEE KEYED NOTE 10 AND DETAIL-5 ON SHEET E-3.0 PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA L15-20R RECEPTACLE, PLUG, AND CORD. SEE KEYED NOTE 11 AND DETAIL-4 ON SHEET E-3.0 PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R EATON TR780W RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R EATON TR780W RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG REFRIGERATOR, PIZZA PREP SCALE PORTION DIGITAL REFRIGERATOR, SANDWICH/SALAD PREP. DISPLAY CASE, REFRIGERATED OVEN, CONVEYOR DOUGH ROLLER SAFE WARMER, FOOD OVERHEAD WARMER, FOOD OVERHEAD MIXER, PIZZA WARMER, FOOD OVERHEAD FREEZER DISPLAY CASE, REFRIGERATED RECEIPT PRINTER RECEIPT PRINTER REPORT PRINTER RECEIPT PRINTER RECEIPT PRINTER PHONE PHONE PHONE TV - WALL MOUNTED BUMP SCREEN BUMP SCREEN 15.1 15.2 14 15b.1 18.1 20 28.0 7.2 6 4 2 3.3 1 44.1 42 54a.2 54a.1 A:27 A:11 A:31 A:29 A:12 A:14 A:16 A:20 A:33 A:35 A:5,7,9 A: 3 8 A: 2 2 A:20A:20 A:26 A:26 A:18 A:18 20A/1P 20A/1P 20A/1P 20A/1P 20A/3P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P 20A/1P ITEM DESCRIPTION CB/#POLES NOTE: COORDINATE ALL MOUNTING HEIGHTS WITH OWNER PRIOR TO INSTALL. 8.2 HOOD SYSTEM - TYPE 1 (HOOD CONTROLLER) 120V/1PH MOUNT RECEPTACLE 99" AFF TO CENTER OF BOX.(2)#12,#12G-3/4"C PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUGMENU BOARD SYSTEM29 A:45 20A/1P 33.1 TANKLESS WATER HEATER (WH-1) 20A/2P 208V/1PH (2)#12,#12G-3/4"C A:46 20A/1P 120V/1PH (2)#12,#12G-3/4"C PROVIDE JUNCTION BOX TO MATCH PROVIDED CORD WITH PLUG 120V/1PH (2)#12,#12G-3/4"C A:26 20A/1P SEE KEYED NOTE 6 MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX. 7.2 OVEN, CONVEYOR A:13 120V/1PH (2)#12,#12G-3/4"C20A/1P - SEE KEYED NOTE 11 AND DETAIL-4 ON SHEET E-3.0 SEE KEYED NOTE 10 AND DETAIL-5 ON SHEET E-3.0 SEE KEYED NOTE 10 AND DETAIL-5 ON SHEET E-3.0 120V/1PH MOUNT RECEPTACLE 96" AFF TO CENTER OF BOX.(2)#12,#12G-3/4"C PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUGTV - WALL MOUNTED44.2 A:38 20A/1P POS / COMPUTER54.3 POS / COMPUTER54.2 POS / COMPUTER54.1 120V/1PH SEE KEYED NOTE 10 AND DETAIL BELOW(2)#12,#12G-3/4"CWARMER, FOOD OVERHEAD15b.2 A:24 20A/1P SEE KEYED NOTE 10 AND DETAIL-5 ON SHEET E-3.0 43.3 43.2 43.1 41.1 41.2 41.4 41.3 1 2 3.3 4 6 J 7.211 J 7.211 14 15.1 15.2 J 18.1 20 28.0 729IG 41 . 1 41 . 2 IG 41.3 CL 41.4 IG 42 IG IG IG 54 . 2 43 . 2 54 . 1 43 . 1 IG IG 43 . 4 54 . 4 44.2 IGCL IG 44 . 1 54a.2IG 54a.1 IG 12 A:21,23J 5 8 GF I A:1 0 +84" AFF A: 3 2 GFIA:37 GFI A:19 A J A:3 3 N-3R/1P VIA TIME CLOCK CL A:48 TO TOGGLE SWITCH AT SERVICE AREA 1 TR A:17 (US B ) A:17 TR 2 (USB) TR A:17 2 (USB) 1.ELECTRICAL CONTRACTOR TO COORDINATE WITH HOOD & OVEN INSTALLATION CONTRACTOR FOR ALL ELECTRICAL REQUIREMENTS. 2.208/120V POWER CIRCUITS ARE INDICATED FOR OVEN & HOOD ON THESE DRAWINGS. REFER TO INSTALLATION SHOP DRAWINGS FOR REQUIRED LOW VOLTAGE CIRCUITS. 3.ELECTRICAL CONTRACTOR TO WIRE ALL OVEN/HOOD COMPONENTS & INTERCONNECTION WIRING TO MAKE A COMPLETE WORKING & CODE COMPLIANT OVER & HOOD. 4.OVENS SHALL DE-ENERGIZE IN THE EVENT THE ANSUL FIRE SYSTEM IS ACTIVATED & HORN/STROBE ALARM TO BE INITIATED. EXHAUST FAN TO REMAIN ENERGIZED. PIZZA OVEN/EXHAUST HOOD NOTES: 120V COIL PANEL "A" 20A/2P & ST 20A/1P A:11 A:42,44 2 NTS HOOD CONTACTOR SHUT-DOWN DETAIL A:13 20A/1P OVEN-1 OVEN 3270 OVEN-2 OVEN 3270 HOOD CONTROL BOX 14 A:42,44 S e IG 4 J 9 8.2 IG S 13 2 IG 43 . 3 54 . 3 GFI A:37 120V/1PH MOUNT RECEPTACLE 48" AFF TO CENTER OF BOX.PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUGPHONE A: 2 2 20A/1P43.4 120V/1PH MOUNT RECEPTACLE 24" AFF TO CENTER OF BOX.(2)#12,#12G-3/4"C PROVIDE NEMA 5-15R RECEPTACLE TO MATCH PROVIDED CORD WITH PLUG A: 2 2 20A/1PPOS / COMPUTER54.4 CL A:1 51 IG 2 TC A: 8 J P P FA C P A:40 TR TO TOGGLE SWITCH AT SERVICE AREA S f 15 15 16 FIRE ALARM CONTROL PANEL MANUAL PULL STATION MANUAL PULL STATION WH-1,2 33.1 6 33.1 TANKLESS WATER HEATER (WH-2) A:46 20A/1P 120V/1PH (2)#12,#12G-3/4"C PROVIDE JUNCTION BOX TO MATCH PROVIDED CORD WITH PLUG SEE KEYED NOTE 6 P (2)#12,#12G-3/4"C A:49 @42" AFF 15b.2 10 CL J CL 15b.1 10 J J CL CL10 10 J A:50 J A:52 6 J J 33.1 6 A:4 J 6 A:25 A:18 GFI PANEL-CKT# - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - E-2.0 POWER FLOOR PLAN 5 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 1 SCALE: 1/4"=1'-0" POWER FLOOR PLAN11 01/09/2026 WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" SYSTEMS PLAN KEYED NOTES: 1.DENOTES APPROXIMATE LOCATION OF EXISTING 2" CONDUIT, WITH PULL STRING STUBBED UP INTO TENANT SPACE OVERHEAD. ELECTRICAL CONTRACTOR TO INTERCEPT CONDUIT AND ROUTE NEW CONDUIT TO SERVER CABINET. ELECTRICAL CONTRACTOR TO VERIFY EXISTING STUB-UP CONDUIT SIZE WITH FIELD CONDITIONS PRIOR TO PURCHASING AND INSTALLING. 2.DENOTES NAVEPOINT 12U WALL MOUNT SERVER CABINET NETWORK RACK ENCLOSURE WITH AT LEAST ONE COOLING FAN, LOCKING GLASS DOOR AND ONE 48 PORT PATCH PANEL. TRENDNET #TC-P48C6 OR COMPARABLE UL RATED PATCH PANEL. MOUNT ENCLOSURE TO 2'X2' PLYWOOD. COAT ALL SIX SIDES WITH FIRE RETARDANT PAINT. 3.DENOTES CEILING MOUNTED DATA OUTLET. COORDINATE FINAL LOCATION OF OUTLET AFTER CUT TABLE IS IN PLACE. 4.PROVIDE TELEPHONE GROUNDING BUS IN KITCHEN. GROUND BAR TO BE 1/4"X4"X1/8" 98% CONDUCTIVE COPPER INSTALLED ON 600 VOLT PORCELAIN INSULATOR MOUNTED AT 84" AFF. CONNECT TO BUILDING GROUNDING SYSTEM. LOW VOLTAGE SYSTEM PLAN GENERAL NOTES: A.VERIFY ALL EXPOSED CONDUIT ROUTING WITH ARCHITECT/ENGINEER WHERE CONDUIT IS EXPOSED IN FINISHED ROOMS. B.TELEPHONE AND DATA WIRING TERMINATIONS ARE TO BE PROVIDED AND INSTALLED BY LOW VOLTAGE CONTRACTOR. C.ALL DATA CABLING SHALL BE PLENUM RATED CAT6. D.SUPPORT ALL CABLES WHETHER THEY ARE BUNDLED OR INDIVIDUAL. E.THERE SHALL BE NO CABLING LYING ON THE CEILING, CEILING GRID, CONDUIT, WATER PIPES, OR DUCT WORK. NO CABLES TIED TO OR SUPPORTED FROM CEILING GRID SUPPORTS ELECTRICAL CONDUIT, WATER PIPES, OR DUCT WORK. F.ALL DATA LINES TO USE CAT6 RJ-45 CONNECTORS COMPATIBLE WITH 568B WIRING AND MUST BE LABELED ON BOTH ENDS. USE SINGLE 48 PORT PATCH PANEL, OR (2) 24 PORT PATCH PANELS. COORDINATE LABELING WITH MARCOS VENDOR. G.ALL CABLES SHOULD BE TERMINATED AT THE PATCH PANEL ON THE NETWORK CABINET/RACK AND WHEREVER EACH EQUIPMENT IS LOCATED THROUGHOUT THE STORE. H.PATCH CABLES TO BE NEATLY INSTALLED IN NETWORK CABINET USING LENGTH APPROPRIATE CABLES AND WIRE MINDERS WHEN NEEDED. CABLE SPECIFICATIONS A.6 CABLE RUNS PER POS STATION (POS, EMV, PHONE, PRINTER, 2 EXTRA FOR REDUNDANCY) 4 STATIONS MIN 24 CABLES. B.CABLES FOR CAMERA SYSTEM - 4 CABLES. C.CABLES FOR BUMPS/KITCHEN MONITORS - MIN 3 CABLES (2 EXTRA CABLES CAN BE ADDED FOR REDUNDANCY). D.CABLES FOR MENU BOARDS - MIN 3 CABLES (1 EXTRA CABLE CAN BE ADDED FOR REDUNDANCY). E.CABLES FOR KITCHEN PRINTERS (SALAD, CUT, DRIVER STATION) - MIN 3 CABLES (1 EXTRA CABLE CAN BE ADDED FOR REDUNDANCY). F.(OPTIONAL) ALARM SYSTEM AND OTHER MEDIA (4). # MENU BOARD AND ILLUMINATED LOGO RECEIPT PRINTER RECEIPT PRINTER RECEIPT PRINTER RECEIPT PRINTER REPORT PRINTER PHONE PHONE PHONE TV - WALL MOUNTED POS / COMPUTER POS / COMPUTER P0S / COMPUTER +99" AFF +24" AFF +48" AFF CEILING MOUNTED. +50" AFF +24" AFF +24" AFF +48" AFF +96" AFF 29 41.1 41.2 41.3 41.4 42 43.1 43.2 43.3 44.1 54.1 54.2 54.3 DATA WIRING SCHEDULE MOUNTING HEIGHTDESCRIPTIONITEM TV - WALL MOUNTED +96" AFF44.2 +24" AFF +24" AFF +24" AFF +24" AFF 41 . 2 54 . 3 43 . 3 54 . 4 43 . 4 44 . 1 44 . 2 41 . 1 43 . 2 54 . 2 43 . 1 54 . 1 42 41.3 3 3 54a.1 54a.2 41.4 1 PHONE +48" AFF43.4 P0S / COMPUTER54.4 +48" AFF 29 2 4 BUMP SCREEN54a.1 +96" AFF BUMP SCREEN54a.2 +96" AFF CL E-2.1 LOW VOLTAGE SYSTEM PLAN 6 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 1 SCALE: 1/4"=1'-0" LOW VOLTAGE SYSTEM PLAN1 01/09/2026 ROOF POWER PLAN KEYED NOTES: 1.E.C. SHALL COORDINATE DISCONNECT REQUIREMENT FOR MECHANICAL UNIT WITH MECHANICAL CONTRACTOR AND EQUIPMENT MANUFACTURER PRIOR TO ROUGH-IN AND PROVIDE AS REQUIRED. COORDINATE LOCATION OF DISCONNECT WITH MANUFACTURER AND MECHANICAL CONTRACTOR PRIOR TO ROUGH-IN. LOCATE AS REQUIRED TO MAINTAIN NEC CLEARANCES. 2.PROVIDE 20A/2P CIRCUIT FOR WALK-IN COOLER CONDENSER. E.C. SHALL COORDINATE WITH EQUIPMENT MANUFACTURER FOR EXACT LOCATION AND ELECTRICAL REQUIREMENTS IN FIELD. 3.KEF-1 SHALL BE CONTROLLED BY HOOD CONTROLS ALSO SHALL BE INTERLOCKED WITH RTU-1 . COORDINATE EXACT LOCATION AND CONTROLS WITH MECHANICAL CONTRACTOR AS PER THE MECHANICAL DRAWINGS. 4.EXHAUST FANS FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR. E.C. SHALL COORDINATE WITH MECHANICAL CONTRACTOR FOR SWITCHING & CONTROLS AND PROVIDE ALL NECESSARY WIRING REQUIRED. 5.DUCT-MOUNTED SMOKE DETECTOR PROVIDED BY ELECTRICAL CONTRACTOR (E.C.), INSTALLED BY MECHANICAL CONTRACTOR, WIRED BY E.C. TO SHUT UNIT DOWN UPON DETECTION OF SMOKE IN AIRSTREAM. FIELD COORDINATE ALL WORK INVOLVED FOR EXACT CONTROL OF THE SAME. A:34,36 N-3R/2P WALK-IN COOLER CONDENSING UNIT A 2 1.ELECTRICAL CONTRACTOR TO VERIFY ELECTRICAL REQUIREMENTS OF WALK-IN COOLER BEFORE PURCHASING BREAKER, CONDUIT, AND WIRING. 2.ELECTRICAL CONTRACTOR SHALL NOT PENETRATE ROOF OF WALK-IN COOLER. 3.WHERE PORTIONS OF A RACEWAY ARE SUBJECT TO DIFFERENT TEMPERATURES, AND WHERE CONDENSATION IS KNOWN TO BE A PROBLEM, AS IN COOLER AND FREEZER APPLICATIONS OR WHERE PASSING FROM WARM TO COLD AREAS, ELECTRICAL CONTRACTOR TO FILL THE RACEWAY WITH AN APPROVED MATERIAL TO PREVENT CIRCULATION OF WARM AIR TO A COLDER SECTION OF THE RACEWAY. 4."FWE" ADJACENT TO DEVICE DENOTES FURNISHED WITH EQUIPMENT. 5.ELECTRICAL CONTRACTOR TO VERIFY EXACT ELECTRICAL REQUIREMENTS WITH NAMEPLATE DATA ON PRIOR TO PURCHASING & INSTALLING WIRING AND CONDUIT. ROOF POWER PLAN GENERAL NOTES: # 16.9 KEF-1 RTU-1 A:39,41,43 N-3R/3P WP/GFI A:28 C SM A:6 3 4 WP 5 WP/GFI A:28 D S 1 E-2.2 ROOF POWER PLAN 7 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 1 SCALE: 1/4"=1'-0" ROOF POWER PLAN1 01/09/2026 LOAD 120/277 VAC BLACK BLUE NEUTRAL GROUND GREEN MANUAL MODE OPERATION: 1. PUSHBUTTON PRESS IS REQUIRED TO TURN LOAD ON. 2. LOAD TURNS OFF WHEN SENSOR TIMES OUT OR BY PRESSING PUSH BUTTON. 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, LOAD WILL NOT TURN ON. AUTOMATIC MODE OPERATION: 1. WHEN SENSOR ACTIVATES LOAD TURNS ON. 2. PUSHBUTTON CAN BE USED TO TURN LOAD ON OR OFF. IF PUSHBUTTON IS USED TO TURN LOAD OFF, SENSOR MUST TIME OUT FIRST, BEFORE LOAD CAN TURN BACK ON AUTOMATICALLY. 3. IF DAYLIGHT SENSOR IS ENABLED AND LIGHT LEVEL IS ABOVE SETPOINT, LOAD WILL NOT TURN ON. PROVIDE SENSING CONDUCTOR TAPPED AHEAD OF ANY SWITCHES WHERE SWITCH SERVES EMERGENCY FIXTURES. ON 1 1 ON (UP) = MANUAL ON OFF (DOWN) = AUTO ON WHITE S CONCRETE 2 OR 3 HOUR FIRE RATED BLOCK WALL MATERIAL SUPPORTING COVER CAULK SURFACE WITH MASKING TAPE OR BACKER ROD UNTIL CURED OCCURS) (TO PREVENT CAULK IF IT (SEE NOTE 5) SAGGING OF (24-72 HOURS) 4 UP TO 40% SHRINKAGE OF CP-25 OR PUTTY 303 IS PACK A NON-COMBUSTIBLE DAMMING MATERIAL ATOP ATOP THE 3M FIRE BARRIER APPLICATION, OR TIGHTLY METAL COVER PLATE MUST BE MECHANICALLY SECURED 6 WHEN ANNULAR SPACE EXCEEDS 3/4" (19mm). A 28 AWG TO AIR CURE IN SMALL BATCHES FOR 12 HRS. B. REMOVE PRODUCT FROM CONTAINER AND ALLOW A. INSTALL ADDITIONAL DAMMING MATERIAL OVER 5 OPTIONS TO MASKING TAPE TO PREVENT SAGGING: THEN HAND FORM INTO OPENING. PRODUCT TO HOLD WITHIN OPENING. ACCEPTABLE AFTER WET DEPTH INSTALLATION. SECTION VIEW WITHIN WALL CAULK CP-25 OR 1" (25mm) DEPTH PUTTY 303 INSTALLED CAULK OR PUTTY. 3 WET INSTALLED DEPTH OF CAULK CP-25 OR PUTTY 303 ASTM E-814 (UL 1479) FIRE TEST AND UL CLASSIFI- 2 RECOMMENDATIONS BASED ON PRODUCT PERFORMANCE PER PUTTY 303 WITHIN WALL WITH DAMMING ON BOTH SIDES. 1 FOR CONCRETE BLOCK WALLS, CENTER CAULK CP-25 OR NEED ONLY ENOUGH TO SUPPORT WEIGHT INSULATION BACKER ROD OR SAFING. SUPPORTING MATERIAL AS FIBERGLASS CATION FIRE STOP SYSTEMS 49, 33 AND 91. OF CP-25 OR PUTTY 303 OF SLAB (SEE NOTE 3) PUTTY 303 FLUSH TO SURFACE PIPE WITH CAULK CP-25 OR FILL GAP COMPLETELY AROUND 2" (25mm) MAX. 6" (152mm) 3 HRS. 1/2" (13mm) MAX. 8" (203mm) 2 HRS. WET DEPTH PIPE SIZE FIRE RATING DEPENDS ON TYPE AND SIZE OF PIPE: OR CONDUIT METAL PIPE CONCRETE FLOOR SLAB 2 OR 3 HOUR FIRE RATED OR CONDUIT METAL PIPE SECTION VIEW NOTES: NOTE: THIS INFORMATION MAY NOT CONTAIN ALL DETAILS REQUIRED FOR CONSTRUCTION. APPROPRIATE MODIFICATION MAY BE REQUIRED TO ENSURE SUITABILITY OF THESE DRAWINGS FOR THE SPECIFIC APPLICATION. IT IS THE USER'S RESPONSIBILITY TO ENSURE INSTALLATION OF THE EQUIPMENT/SYSTEM IS IN ACCORDANCE WITH BUILDING/PROJECT SPECIFICATIONS, APPLICABLE CODES AND STANDARDS. NUMBER OF HANGER RODS SHALL BE REQUIRED FOR PROPER SUPPORT (MIN. OF 2). 1.ALL CONDUIT MAY BE COMBINED ON SAME SUPPORT CHANNEL WHERE PRACTICAL. 2.SUPPORT CHANNEL LENGTH SHALL NOT BE DETERMINED UNTIL ALL PIPING, CONDUIT, ETC. TO BE SUPPORTED IS COORDINATED. 3.SUPPORT CHANNEL SPACING SHALL BE NO MORE THAN 10'-0". 4.UNISTRUT AND CONDUIT INSTALLATION MAY BE REVERSED. NOTES: NTS WALL SWITCH SENSOR 3NTS FIRE STOP DETAIL2NTS CONDUIT SUPPORT DETAIL1 UNISTRUT UNI-CLIP CLAMP, USE FOR ELEC. CONDUIT CHANNEL SUPPORT (TYP.) CONDUIT (TYP.) 4 NTS CORD DROP DETAIL 6 NTS HOOD FIRE SUPPRESSION SYSTEM DETAIL5NTS POWER DROP DETAIL PROVIDE SUPPORT FOR RECEPTACLE BOX. 97111 PLATE FINISHED FLOOR CONNECTOR BODY 120V - 1PH 3 #12 "SO" CORD. FINISHED CEILING 2' - 0 " UN L E S S O T H E R W I S E N O T E D EQUIPMENT & CORD/TERMINAL BLOCK BY KITCHEN EQUIPMENT SUPPLIER VERIFY. FLUSH RECEPTACLE IN CEILING ALL WORK TO BE DONE BY THE ELECTRICIAN AND PER APPLICABLE CODES. NOTE: UNLESS OTHERWISE NOTED, ALL PLUGS, RECEPTACLES, & CORDS FURNISHED AND INSTALLED BY THE ELECTRICIAN PLUG & CONNECTOR BODY TO BE HORSE POWER RATED. ELECTRICIAN TO REMOVE PLUG FROM EQUIPMENT & INSTALL TWIST-LOCK PLUG MATCHING CONNECTOR BODY. NEMA 5-15 RECEPTACLE END COORDINATE LENGTH OF CORD WITH OWNER PRIOR TO INSTALLING SO RUBBER CORD CORD - #12-3 CONDUCTOR STRAIN RELIEF GRIP KELLEMS DUSTTIGHT JUNCTION BOX MOUNTED AT CEILING ABOVE CEILING THE MANUAL STATION SHALL COMPLY WITH SECTION 904.13.1 OF THE 2022 CALIFORNIA FIRE CODE – MANUAL SYSTEM OPERATION, AS FOLLOWS: A MANUAL ACTUATION DEVICE SHALL BE LOCATED AT OR NEAR A MEANS OF EGRESS FROM THE COOKING AREA, NOT LESS THAN 10 FEET AND NOT MORE THAN 20 FEET FROM THE KITCHEN EXHAUST SYSTEM. THE DEVICE SHALL BE INSTALLED NOT MORE THAN 48 INCHES AND NOT LESS THAN 42 INCHES ABOVE THE FLOOR, AND SHALL CLEARLY IDENTIFY THE HAZARD PROTECTED. THE DEVICE SHALL REQUIRE A MAXIMUM FORCE OF 40 POUNDS (178 N) AND A MAXIMUM MOVEMENT OF 14 INCHES TO ACTUATE THE FIRE SUPPRESSION SYSTEM. 20A/ST S REQUIRED) SOLENOID VALVES CONNECT TO GAS CONNECT SHUNT-TRIP CIRCUIT BREAKERS FOR ALL POWER UNDER AND WITHIN 24" OF HOOD (A (WIRE BY OTHERS) (1) 1/2" C (BY OTHERS) MANUAL PULL STATION P (AS REQUIRED) 208V CONNECTION A:42,44 HOOD CONTROL BOX E-3.0 ELECTRICAL DETAILS 8 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 01/09/2026 PANEL SCHEDULE GENERAL NOTES: 1.E.C. SHALL COORDINATE EXACT POWER AND ELECTRICAL OUTLET/DISCONNECT REQUIREMENT FOR MECHANICAL/PLUMBING EQUIPMENT WITH EQUIPMENT MANUFACTURER IN COORDINATION WITH ARCHITECT/OWNER IN THE FIELD PRIOR TO ROUGH-IN. BASE BID ACCORDINGLY. 2.E.C. SHALL COORDINATE WITH ALL KITCHEN AND OTHER EQUIPMENT MANUFACTURER / SUPPLIER FOR THE EXACT ELECTRICAL REQUIREMENTS AND PROVIDE THE ELECTRICAL OUTLET INCLUDING J-BOX/RECEPTACLE/ DISCONNECT, BREAKER, CABLE AND CONDUIT ACCORDINGLY. BASE BID ACCORDINGLY. 3.CONTRACTOR SHALL COORDINATE WITH ARCHITECT/OWNER/LV CONSULTANT FOR POWER AND ELECTRICAL REQUIREMENTS FOR THE LOW VOLTAGE AND SECURITY SYSTEM IN FIELD AND ACCORDINGLY PROVIDE THE ELECTRICAL CONNECTIONS/CIRCUITS FROM SPARE CIRCUITS FOR LOW VOLTAGE SYSTEM PER REQUIREMENTS. BASE BID ACCORDINGLY. ELECTRICAL PANEL SCHEDULE ABBREVIATIONS: (E)EXISTING (N)NEW MLO MAIN LUG ONLY L LIGHTING R RECEPTACLE H HVAC M MOTOR E EQUIPMENT O OTHER * GFCI BREAKER NTS ELECTRICAL RISER DIAGRAM2 NTS ELECTRICAL PANEL SCHEDULE1 EXISTING ITEM/FEEDER TO BE DISCONNECTED & REMOVED EXISTING ITEM/FEEDER TO REMAIN NEW ELECTRICAL RISER SYMBOL RISER DIAGRAM GENERAL NOTES: 1.ABOVE RISER DIAGRAM IS FOR REFERENCE PURPOSE ONLY. E.C TO VERIFY EXACT POWER DISTRIBUTION & OPERABLE CONDITION OF EXISTING DEVICES/EQUIPMENTS IN FIELD AND INFORM ENGINEER FOR ANY DISCREPANCY. VERIFY SCOPE OF WORK WITH OWNER/LANDLORD PRIOR TO BID. 2.E.C. SHALL VERIFY THE INCOMING SERVICE AMPERAGE, VOLTAGE, NUMBER OF PHASES, WIRE SIZE AND DISTRIBUTION IN FIELD. 3.E.C. TO COORDINATE FAULT CURRENT (ISC) RATING WITH UTILITY COMPANY AND AHJ PRIOR TO COMMENCING ANY WORK.1.E.C. SHALL COORDINATE WITH THE HOOD & OVEN MANUFACTURE FOR EXACT POWER & CONTROL REQUIREMENTS OF THE HOOD & OVEN IN THE FIELD. MAKE THE POWER PROVISION ACCORDINGLY. BASE BID ACCORDINGLY. INFORM ENGINEER ON RECORD IN CASE OF ANY DISCREPANCY FOUND IN FIELD PRIOR TO PURCHASE & BID. PANEL SCHEDULE KEYED NOTES:# 1 PROJECT SPACE FLOOR LEVEL ELECTRICAL ROOM RISER DIAGRAM KEYED NOTES:# 1.EXISTING ELECTRICAL SERVICE FROM THE UTILITY COMPANY SHALL REMAIN AS IS. E.C. SHALL COORDINATE WITH LANDLORD/UTILITY COMPANY FOR EXACT POWER DISTRIBUTION. INFORM THE ENGINEER ON RECORD FOR ANY DISCREPANCIES PRIOR TO COMMENCING ANY WORK. 2.EXISTING ELECTRICAL METER & DISCONNECT/BREAKER OF 200A, 120/208V, 3-PHASE, 4-WIRE IN MSB FOR THE PROJECT SPACE SHALL REMAIN AS IT IS. E.C. SHALL VERIFY EXACT LOCATION & OPERABLE CONDITION OF EXISTING METER & DISCONNECT/BREAKER IN FIELD WITH ARCHITECT / LANDLORD, REPLACE WITH NEW IF FOUND INOPERABLE. INFORM THE ENGINEER ON RECORD FOR ANY DISCREPANCIES PRIOR TO COMMENCING ANY WORK. 3.NEW 200A(M.C.B), 120/208V, 3-PHASE, 4-WIRE ELECTRICAL PANEL "A" FOR PROJECT SPACE. E.C. TO COORDINATE WITH ARCHITECT/OWNER FOR FINAL LOCATION OF ELECTRICAL PANEL "A" IN FIELD. 4.E.C. TO FIELD VERIFY EXACT LENGTH OF THE CABLE AND CHECK THE VOLTAGE DROP IS UNDER LIMIT PER NEC BEFORE INSTALLATION. E.C. SHALL PROVIDE THE UPDATED WIRE/FEEDER SIZE AS NEEDED AS PER THE VOLTAGE DROP CALCULATION. BASE BID ACCORDINGLY. SUPPLY FROM UTILITY (EX.) 1 M EXISTING 'MSB' 1200 AMPS, 208Y/120V, 3Ø, 4W, 56kAIC EXISTING TRANSFORMER ISC=42,000 AMPS UTILITY CONTRIBUTION 1200 AMPS UGPS 1200AF 1200AT 3P200AF 200AT 3P TO HOUSE PANEL TO OTHER TENANT'S TO OTHER TENANT'S NEW PANEL "A" 200A (M.C.B) 120/208V 3-PH, 4-W 72CKT 3 (4#3/0, #6G,) 2"C(EX.)4 T EXISTINGEXISTING 2 1 1 1 E-4.0 ELECTRICAL RISER DIAGRAM AND PANEL SCHEDULES 9 10 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 01/09/2026 SCOPE OF WORK 1.THE WORK UNDER CONTRACT INCLUDES ALL LABOR, MATERIALS AND APPLIANCES NECESSARY FOR THE FURNISHING, INSTALLING AND TESTING, COMPLETE AND READY FOR SAFE OPERATION OF THE SYSTEMS AS DESCRIBED IN THE SPECIFICATIONS, FLOOR PLAN(S) DESIGN, DETAIL DRAWINGS, NOTES, RFI'S, ETC. FOR THIS PROJECT. WORK SHALL BE INSTALLED IN A NEAT, WORKMANLIKE MANNER. 2.THE CONTRACTOR SHALL GIVE NECESSARY NOTICE, FILE DRAWINGS AND SPECIFICATIONS WITH THE DEPARTMENT HAVING JURISDICTION, OBTAIN PERMITS OR LICENSES NECESSARY TO CARRY OUT THIS WORK AND PAY ALL FEES THEREFORE. THE CONTRACTOR SHALL ARRANGE FOR INSPECTION AND TESTS OF ANY OR ALL PARTS OF THE WORK IF SO REQUIRED BY AUTHORITIES AND PAY ALL CHARGES FOR SAME. THE CONTRACTOR SHALL PAY ALL COSTS FOR, AND FURNISH TO THE OWNER BEFORE FINAL BILLING, ALL CERTIFICATES NECESSARY AS EVIDENCE THAT THE WORK INSTALLED CONFORMS WITH ALL REGULATIONS WHERE THEY APPLY TO THIS WORK. 3.THE CONTRACTOR SHALL FURNISH A WRITTEN GUARANTEE TO REPLACE OR REPAIR PROMPTLY AND ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED FOR ANY WORKMANSHIP AND EQUIPMENT IN WHICH DEFECTS DEVELOP WITHIN ONE YEAR FROM THE DATE OF FINAL CERTIFICATE FOR PAYMENT AND/OR FROM DATE OR ACTUAL USE OF EQUIPMENT OR OCCUPANCY OF SPACES, BY OWNER, INCLUDED UNDER THE VARIOUS PARTS OF THE WORK, WHICHEVER DATE IS EARLIER. THIS WORK SHALL BE DONE AS DIRECTED BY THE OWNER. THIS GUARANTEE SHALL ALSO PROVIDE THAT WHERE DEFECTS OCCUR, THE CONTRACTOR WILL ASSUME RESPONSIBILITY FOR ALL EXPENSES INCURRED IN REPAIRING AND REPLACING WORK OF OTHER TRADES AFFECTED BY DEFECTS, REPAIRS OR REPLACEMENTS IN EQUIPMENT SUPPLIED BY THE CONTRACTOR. SCOPE OF WORK 1.PROVIDE ALL MATERIAL AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE MECHANICAL SYSTEMS AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE. 2.CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK (HVAC, PLUMBING, AND FIRE PROTECTION) ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY. 3.THE LOCATIONS OF ALL ITEMS SHOWN ON THE DRAWINGS OR CALLED FOR IN THE SPECIFICATIONS THAT ARE NOT FIXED BY DIMENSIONS ARE APPROXIMATE ONLY. THE EXACT LOCATIONS NECESSARY TO SECURE THE BEST CONDITIONS AND RESULTS MUST BE DETERMINED BY THE PROJECT SITE CONDITIONS AND SHALL HAVE THE APPROVAL OF THE ENGINEER BEFORE BEING INSTALLED. DO NOT SCALE DRAWINGS. 4.WHEN MECHANICAL WORK (HVAC, PLUMBING, SHEET METAL, FIRE PROTECTION, ETC.) IS SUBCONTRACTED, IT SHALL BE THE MECHANICAL CONTRACTOR'S RESPONSIBILITY TO COORDINATE SUBCONTRACTORS AND THE ASSOCIATED CONTRACTS. WHEN DISCREPANCIES ARISE PERTAINING TO WHICH CONTRACTOR PROVIDES A PARTICULAR ITEM OF THE MECHANICAL CONTRACT OR WHICH CONTRACTOR PROVIDES FINAL CONNECTIONS FOR A PARTICULAR ITEM OF THE MECHANICAL CONTRACT, IT SHALL BE BROUGHT TO THE ATTENTION OF THE MECHANICAL CONTRACTOR, WHOSE DECISION SHALL BE FINAL. 5.COORDINATE CONSTRUCTION OF ALL MECHANICAL WORK WITH ARCHITECTURAL, STRUCTURAL, CIVIL, ELECTRICAL WORK, ETC., SHOWN ON OTHER CONTRACT DOCUMENT DRAWINGS. 6.INSTALL ALL MECHANICAL EQUIPMENT AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND REGULATIONS. 7.WHERE TWO OR MORE ITEMS OF THE SAME TYPE OF EQUIPMENT ARE REQUIRED, THE PRODUCT OF ONE MANUFACTURER SHALL BE USED. 8.COORDINATE ALL EQUIPMENT CONNECTIONS WITH MANUFACTURERS' CERTIFIED DRAWINGS. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT. FIELD VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION. 9.ALL CONTROL WIRE AND CONDUIT SHALL COMPLY WITH THE NATIONAL ELECTRIC CODE AND ELECTRICAL DIVISION OF THE SPECIFICATION. 10.PROVIDE VIBRATION ISOLATION FOR ALL MECHANICAL EQUIPMENT TO PREVENT TRANSMISSION OF VIBRATION TO BUILDING STRUCTURE. 11.LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH THE STRAIGHT SECTION OF PIPE OR DUCT UP- AND DOWNSTREAM AS RECOMMENDED BY THE MANUFACTURER FOR GOOD ACCURACY. 12.WHERE BEAMS ARE INDICATED TO BE PENETRATED WITH DUCTWORK OR PIPING, COORDINATE DUCTWORK AND PIPING LAYOUT WITH BEAM OPENING SIZE AND OPENING LOCATIONS. COORDINATION SHALL BE DONE PRIOR TO THE FABRICATION OF DUCTWORK, CUTTING OF PIPING, OR FABRICATION OF BEAMS. 13.ALL MISCELLANEOUS STEEL REQUIRED TO ENSURE PROPER INSTALLATION AND AS SHOWN IN THE DETAILS FOR PIPING, DUCTWORK, AND EQUIPMENT (UNLESS OTHERWISE NOTED) SHALL BE FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. 14.PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS, VALVES, SMOKE DETECTORS, AND OTHER CONCEALED MECHANICAL EQUIPMENT. ACCESS PANELS SHALL BE TURNED OVER TO THE GENERAL CONTRACTOR FOR INSTALLATION. ACCESS PANELS SHALL HAVE THE EQUAL RATED CAPACITY (1HR, 2HR, ETC.) AS WALL. 15.MECHANICAL EQUIPMENT, DUCTWORK, AND PIPING SHALL NOT BE SUPPORTED FROM A METAL DECK. 16.ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED, SPECIFIED AND REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION. 17.ALL DUCTWORK, PIPING, AND EQUIPMENT SUPPORTED FROM STRUCTURAL STEEL SHALL BE COORDINATED WITH THE GENERAL CONTRACTOR. ALL ATTACHMENTS TO STEEL BAR JOISTS, TRUSSES, OR JOIST GIRDERS SHALL BE AT PANEL POINTS. PROVIDE BEAM CLAMPS MEETING MSS STANDARDS. WELDING TO STRUCTURAL MEMBERS SHALL NOT BE PERMITTED. THE USE OF C-CLAMPS SHALL NOT BE PERMITTED. 18.ALL ROOF-MOUNTED EQUIPMENT CURBS/STEEL RAILS FOR EQUIPMENT PROVIDED BY THE MECHANICAL CONTRACTOR SHALL BE FURNISHED BY THE MECHANICAL CONTRACTOR AND INSTALLED BY THE GENERAL CONTRACTOR. 19.LOCATIONS AND SIZES OF ALL FLOOR, WALL, AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED. 20.ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED WITH A PRODUCT SIMILAR TO 3M OR APPROVED EQUAL. 21.ALL AIR CONDITIONING CONDENSATE DRAIN LINES FROM EACH AIR HANDLING UNIT SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, WITH "P" TRAP, AND PIPED TO THE NEAREST DRAIN. SEE THE DETAILS SHOWN IN THE DRAWINGS OR THE CONTRACT SPECIFICATIONS FOR THE DEPTH OF THE AIR CONDITIONING CONDENSATE TRAP. 22.REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION. 1.CONTRACTOR SHALL SURVEY THE AREA OF THIS WORK BEFORE SUBMITTING A BID AND SHALL BE RESPONSIBLE FOR NOTIFYING THE ARCHITECT OF ANY CONDITIONS WHICH WOULD PREVENT THE INSTALLATION OF THE WORK AS SHOWN ON DRAWINGS. 2.ALL APPLICABLE CODES, LAWS AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS, AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR WHO SHALL INFORM THE OWNER, PRIOR TO SUBMITTING A PROPOSAL, OF ANY WORK OR MATERIALS WHICH VIOLATE ANY OF THE ABOVE LAWS AND REGULATIONS. ANY WORK DONE BY THE CONTRACTOR CAUSING SUCH VIOLATION SHALL BE CORRECTED BY THE CONTRACTOR. 3.BEFORE PROCEEDING WITH ANY WORK IN OCCUPIED OR USED AREAS, THE CONTRACTOR SHALL APPLY TO OWNER FOR PERMISSION TO ENTER SUCH AREAS. THE CONTRACTOR IS OBLIGED TO PERFORM HIS WORK ONLY AT THE TIMES DESIGNATED BY OWNER. THERE WILL BE NO ADDITIONAL COMPENSATION FOR THE WORK PERFORMED AFTER HOURS OR ON OFF-DAYS WITHOUT PRIOR WRITTEN APPROVAL. 4.THE WORK IN THE BUILDING SHALL BE DONE WHEN AND AS DIRECTED, AND IN A MANNER SATISFACTORY TO THE OWNER. THE WORK SHALL BE PERFORMED SO AS TO CAUSE THE LEAST POSSIBLE INCONVENIENCE AND DISTURBANCE TO THE PRESENT OCCUPANTS. 5.THE CONTRACTOR'S PROPOSAL FOR ALL WORK SHALL BE PREDICATED ON THE PERFORMANCE OF THE WORK DURING REGULAR WORKING HOURS. WHEN SO DIRECTED, HOWEVER, THE CONTRACTOR SHALL INSTALL WORK IN OVERTIME AND THE ADDITIONAL COST TO BE CHARGED THEREFORE SHALL BE ONLY THE "PREMIUM" PORTION OF THE WAGES PAID. 6.CONTRACTOR SHALL ASCERTAIN THE APPROPRIATE METHOD FOR BRINGING THE UNITS INTO AND THROUGH THE BUILDING TO POSITION UNIT IN LOCATION SHOWN ON THE PLANS. WHERE NECESSARY, EQUIPMENT SHALL BE SHIPPED FROM MANUFACTURER IN SECTIONS OF SIZE SUITABLE FOR MOVING THROUGH RESTRICTIVE SPACES. COORDINATE WITH BUILDING OWNER APPROPRIATE TIMES OF DAY SUCH EQUIPMENT MAY BE MOVED THROUGH ALL AREAS. 7.DUCTWORK AND PIPING IS SHOWN DIAGRAMMATICALLY AND DOES NOT SHOW ALL OFFSETS, DROPS AND RISES OF RUNS. THE CONTRACTOR SHALL MAKE ALLOWANCE IN PRICING FOR ROUTING OF DUCTWORK AND PIPING TO AVOID OBSTRUCTIONS. EXACT LOCATIONS ARE SUBJECT TO APPROVAL OF ARCHITECT. COORDINATION WITH THE OTHER TRADES IS REQUIRED. 8.SUPPORT ALL DUCTWORK AND PIPING FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT FASTENING OR SUPPORTS FOR EQUIPMENT, FURNISH ADDITIONAL FRAMING. INSERTS SHALL BE STEEL, SLOTTED TYPE AND FACTORY PAINTED. SINGLE ROD SHALL BE SIMILAR TO GRINNELL FIG. 281. MULTI-ROD SHALL BE SIMILAR TO FEE & MASON SERIES 9000 WITH END CAPS AND CLOSURE STRIPS. MAXIMUM LOADING INCLUDING PIPES, DUCTWORK CONTENTS AND COVERING SHALL NOT EXCEED 75% OF RATED INSERT CAPABILITY. WHEN SUPPORTING FROM BUILDING USE BEAM CLAMPS IN APPROVED MANNER. 9.PROVIDE ALL NECESSARY FLASHING AND COUNTER FLASHING TO MAINTAIN THE WATERPROOFING INTEGRITY OF THIS BUILDING AS REQUIRED BY THE INSTALLATION OR REMOVAL OF PIPES, DUCTS, LOUVERS, CONDUIT, AND EQUIPMENT. PROVIDE EQUIPMENT CURBS AND DUNNAGE STEEL AS REQUIRED. 10.SEAL OPENINGS AROUND DUCTS AND PIPING THROUGH PARTITIONS, WALLS AND FLOORS (NOT IN SHAFTS) WITH MINERAL WOOL OR OTHER NONCOMBUSTIBLE MATERIAL (FIBERGLASS INSULATION IS NOT ACCEPTABLE). 11.WHERE PENETRATIONS THROUGH FIRE RATED WALLS ARE NOT FIRE PROOFED THIS CONTRACTOR SHALL BE RESPONSIBLE TO SEAL SAME TO MAINTAIN THE RATED INTEGRITY. 12.INSTALL WORK SO AS TO BE READILY ACCESSIBLE FOR OPERATION, MAINTENANCE AND REPAIR. MINOR DEVIATIONS FROM DRAWINGS MAY BE MADE TO ACCOMPLISH THIS, BUT CHANGES WHICH INVOLVE EXTRA COST SHALL NOT BE MADE WITHOUT APPROVAL. 13.ACCESS DOORS ARE REQUIRED FOR ALL BUILDING SERVICE VALVES THAT RUN THROUGH THE SPACE, AND ACCESS DOOR SHALL HAVE THE EQUAL RATED CAPACITY (1HR, 2HR, ETC.) AS WALL. COORDINATE ALL LOCATIONS OF ACCESS DOORS WITH THE ARCHITECT. 14.REMOVABLE ACCESS TILE AND/OR ACCESS DOOR ARE REQUIRED IN HUNG CEILINGS, SHAFTS AND WALLS FOR ALL VOLUME AND FIRE DAMPERS, AUTOMATIC DAMPERS AND ALL OTHER MECHANICAL EQUIPMENT AND DEVICES. HVAC CONTRACTOR TO FURNISH ACCESS LOCATION REQUIREMENTS TO GENERAL CONTRACTOR. ACCESS TILE IDENTIFICATION: PROVIDE BUTTONS, TABS, AND MARKERS TO IDENTIFY LOCATION OF CONCEALED VALVES, DAMPERS AND EQUIPMENT. 15.THE CONTRACTOR SHALL KEEP ALL EQUIPMENT AND MATERIALS, AND ALL PARTS OF THE BUILDING, EXTERIOR SPACES AND ADJACENT STREETS, SIDEWALKS AND PAVEMENTS, FREE FROM MATERIAL AND DEBRIS RESULTING FROM THE EXECUTION OF THIS WORK. EXCESS MATERIALS WILL NOT BE PERMITTED TO ACCUMULATE EITHER ON THE INTERIOR OR THE EXTERIOR. 16.MATERIALS AND WORKMANSHIP, UNLESS OTHERWISE NOTED, SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. 17.ALL EQUIPMENT SHALL BE PROVIDED WITH ONE YEAR WARRANTY PARTS AND LABOR AND FIVE YEARS ON COMPRESSORS. WARRANTY PERIOD BEGINS UPON PROJECT ACCEPTANCE 18.ALL MATERIAL AND EQUIPMENT TO BE NEW UNLESS OTHERWISE NOTED AND SHALL BE IN ACCORDANCE WITH BUILDING STANDARDS. 19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR HIS WORK WITH ITS COMPLETION AND FINAL ACCEPTANCE AND SHALL REPLACE ANY OF THE SAME WHICH MAY BE DAMAGED, LOST, OR STOLEN WITHOUT ADDITIONAL COST TO THE OWNER. 20.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FAILURE OF ANY DUCTWORK SYSTEM OR EQUIPMENT TO FUNCTION PROPERLY UPON COMPLETION OF HIS WORK UPON SAID SYSTEM OR EQUIPMENT. 21.SUBMIT SHOP DRAWING OF ALL WORK WHICH MUST BE APPROVED BY THE ARCHITECT AND ENGINEER BEFORE WORK COMMENCES. 22.INSURANCE: IN ACCORDANCE WITH BUILDING REQUIREMENTS THE CONTRACTOR SHALL INCLUDE A HOLD HARMLESS CLAUSE FOR OWNER AND ENGINEER. 23.THE FINAL ACCEPTANCE WILL BE MADE AFTER THE CONTRACTOR HAS ADJUSTED HIS EQUIPMENT, BALANCED THE VARIOUS SYSTEMS, DEMONSTRATED THAT IT FULFILLS THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS AND HAS FURNISHED ALL THE REQUIRED CERTIFICATES OF INSPECTION AND APPROVAL. 24.SPECIFICATIONS ARE OF SIMPLIFIED FORM AND INCLUDE INCOMPLETE SENTENCES. WORDS OR PHRASES SUCH AS "THE CONTRACTOR SHALL," "SHALL BE," "FURNISH," "PROVIDE," "A," "THE," AND "ALL" HAVE BEEN OMITTED FOR BREVITY. 25.WHERE A CONFLICT EXISTS BETWEEN THE DRAWINGS, THE SPECIFICATIONS OR ANY OTHER CONSTRUCTION DOCUMENT, THE ONE WITH THE MOST STRINGENT REQUIREMENT(S) SHALL APPLY. DEFINITIONS: 1)"PROVIDE": TO SUPPLY, INSTALL AND CONNECT UP COMPLETE AND READY FOR SAFE AND REGULAR OPERATION THE PARTICULAR WORK REFERRED TO UNLESS SPECIFICALLY OTHERWISE NOTED. 2)"INSTALL": TO ERECT, MOUNT AND CONNECT COMPLETE WITH RELATED ACCESSORIES. 3)"FURNISH" OR "SUPPLY": TO PURCHASE, PROCURE, ACQUIRE AND DELIVER COMPLETE WITH RELATED ACCESSORIES. GENERAL NOTES GENERAL HVAC NOTES MECHANICAL SYMBOL, ABBREVIATION & NOTES M-0.1 MECHANICAL DRAWING LIST MECHANICAL SPECIFICATIONS M-0.2 MECHANICAL FLOOR PLAN M-1.0 APPLICABLE CODES MECHANICAL ABBREVIATIONSMECHANICAL SYMBOLS LIST CEILING DIFFUSER SUPPLY CEILING DIFFUSER RETURN/EXHAUST AIR DEVICES DUCT ACCESSORIES VD VOLUME DAMPER W/ ACCESS DOOR DUCTWORK 24"X12" RECTANGULAR DUCT (WIDTH X DEPTH) CONTROLS AND SENSORS THERMOSTAT FC FC FLEXIBLE CONNECTION ROUND DUCT CROSS SECTION SUPPLY AIR RECTANGULAR DUCT GOING UP/DOWN GOING UP/DOWN RETURN AIR RECTANGULAR DUCT BACKDRAFT DAMPER BD ABOVE FINISHED FLOORAFF ACOUSTIC LININGAL GRAVITY DAMPERBD CEILING DIFFUSER RETURNCDR CEILING DIFFUSER SUPPLYCDS CUBIC FEET OF AIR PER MINUTECFM DOWNDN CONDENSATE DRAIN CD ENERGY EFFICIENCY RATIOEER FLEXIBLE CONNECTIONFC FIRE DAMPER W/ACCESS DOORFD/AD FIRE DAMPER W/FUSIBLE LINKFD FIRE SMOKE DAMPERFSD EXHAUST FANEF INTEGRATED ENERGY EFFICIENCY RATIO IEER MOTORIZED DAMPERMD ROOF TOP UNITRTU VOLUME CONTROL DAMPERVD RETURN AIRRA RETURN AIR DUCTRAD SUPPLY AIR DUCTSAD SUPPLY AIRSA SEASONAL ENERGY EFFICIENCY RATIO SEER FIELD VERIFY ALL CONDITIONS DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT CLARIFICATI0NS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. MECHANICAL DETAILS M-2.0 MECHANICAL DETAILS & SCHEDULE M-2.1 ROOF TOP UNIT CEILING MOUNTED FAN FLEXIBLE DUCTØ12 THERMOSTATIC CONTROL NOTES BUILDING DEPARTMENT NOTES HOOD DETAILS M-3.0 ROOF MOUNTED FAN MECHANICAL ROOF PLAN M-1.1 DUCT SMOKE DETECTORD S PULL STATIONP EXISTINGE NEWN TOILET EXHAUST FANTEF A.THERMOSTATIC CONTROLS FOR EACH ZONE. THE SUPPLY OF HEATING AND COOLING ENERGY TO EACH SPACE-CONDITIONING ZONE OR DWELLING UNIT SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE AND THAT MEETS THE APPLICABLE REQUIREMENTS OF SECTION 120.2(b). AN ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) MAY BE INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ONE OR MORE THERMOSTATIC CONTROLS IF IT COMPLIES WITH ALL APPLICABLE REQUIREMENTS FOR EACH THERMOSTATIC CONTROL. EXCEPTION TO SECTION 120.2(a): AN INDEPENDENT PERIMETER HEATING OR COOLING SYSTEM MAY SERVE MORE THAN ONE ZONE WITHOUT INDIVIDUAL THERMOSTATIC CONTROLS IF: 1.ALL ZONES ARE ALSO SERVED BY AN INTERIOR COOLING SYSTEM; AND 2.THE PERIMETER SYSTEM IS DESIGNED SOLELY TO OFFSET ENVELOPE HEAT LOSSES OR GAINS; AND 3.THE PERIMETER SYSTEM HAS AT LEAST ONE THERMOSTATIC CONTROL FOR EACH BUILDING ORIENTATION OF 50FEET OR MORE; AND 4.THE PERIMETER SYSTEM IS CONTROLLED BY AT LEAST ONE THERMOSTAT LOCATED IN ONE OF THE ZONES SERVED BY THE SYSTEM. B.SHUT-OFF AND RESET CONTROLS FOR SPACE-CONDITIONING SYSTEMS. EACH SPACE-CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT COMPLY WITH THE FOLLOWING: 1.THE CONTROL SHALL BE CAPABLE OF AUTOMATICALLY SHUTTING OFF THE SYSTEM DURING PERIODS OF NON-USE AND SHALL HAVE: AN AUTOMATIC TIME SWITCH CONTROL DEVICE COMPLYING WITH SECTION 110.9(c), WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOWS OPERATION OF THE SYSTEM FOR UP TO 4 HOURS; OR AN OCCUPANCY SENSOR; OR 4-HOUR TIMER THAT CAN BE MANUALLY OPERATED. EXCEPTION TO SECTION 120.2(e)1: MECHANICAL SYSTEMS SERVING RETAIL STORES AND ASSOCIATED MALLS, RESTAURANTS, GROCERY STORES, CHURCHES AND THEATERS EQUIPPED WITH 7-DAY PROGRAMMABLE TIMERS. 2.THE CONTROL SHALL AUTOMATICALLY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN: A. A SETBACK HEATING THERMOSTAT SET POINT IF THE SYSTEM PROVIDES MECHANICAL HEATING ;AND EXCEPTION TO SECTION 120.2(e)2A: THERMOSTAT SETBACK CONTROLS ARE NOT REQUIRED IN NONRESIDENTIAL BUILDINGS IN AREAS WHERE THE WINTER MEDIAN OF EXTREMES OUTDOOR AIR TEMPERATURE DETERMINED IN ACCORDANCE WITH SECTION 140.4(b)3 IS GREATER THAN 32°F. B. A SETUP COOLING THERMOSTAT SET POINT IF THE SYSTEM PROVIDES MECHANICAL COOLING. EXCEPTION TO SECTION 120.2(e)2B: THERMOSTAT SETUP CONTROLS ARE NOT REQUIRED IN NON-RESIDENTIAL BUILDINGS IN AREAS WHERE THE SUMMER DESIGN DRY BULB 0.5 PERCENT TEMPERATURE DETERMINED IN ACCORDANCE WITH SECTION 140.4(b)3 IS LESS THAN 100°F. C.DAMPERS FOR AIR SUPPLY AND EXHAUST EQUIPMENT. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. EXCEPTION 1 TO SECTION 120.2(f): EQUIPMENT THAT SERVES AN AREA THAT MUST OPERATE CONTINUOUSLY. EXCEPTION 2 TO SECTION 120.2(f): GRAVITY AND OTHER NON-ELECTRICAL EQUIPMENT THAT HAS READILY ACCESSIBLE MANUAL DAMPER CONTROLS. EXCEPTION 3 TO SECTION 120.2(f): AT COMBUSTION AIR INTAKES AND SHAFT VENTS. EXCEPTION 4 TO SECTION 120.2(f): WHERE PROHIBITED BY OTHER PROVISIONS OF LAW. A.2022 CALIFORNIA BUILDING CODE B.2022 CALIFORNIA MECHANICAL CODE C.2022 CALIFORNIA PLUMBING CODE D.2022 CALIFORNIA FIRE CODE E.2022 CALIFORNIA ELECTRICAL CODE F.2022 CALIFORNIA ENERGY CODE. ALL WORK SHALL COMPLY WITH APPLICABLE SECTIONS OF THE CALIFORNIA BUILDING CODE 2022, AND ALL AMENDMENTS AND RULES AND REGULATIONS OF THE DEPARTMENT OF BUILDINGS TO DATE. 1.ALL HEATING AND COOLING LOADS CALCULATED PER ASHRAE/ACCA 183. 2.VENTILATION FOR ALL AREA SHALL COMPLY WITH CALIFORNIA ENERGY CODE 2022, SECTION 120.1-REQUIREMENTS FOR VENTILATION AND INDOOR AIR QUALITY. 3.MINIMUM TEMPERATURE TO BE MAINTAINED IN OCCUPIED SPACES DURING HEATING SEASON: 68 DEG. FAHRENHEIT. 4.A STATEMENT SHALL BE FILED BY THE OWNER OR TENANT IN POSSESSION THAT THE VENTILATION SYSTEM WILL BE KEPT IN CONTINUOUS OPERATION AT ALL TIMES DURING THE NORMAL OCCUPANCY OF THE STRUCTURE. 5.SMOKE DETECTION SYSTEMS SHALL BE INSTALLED AND SEQUENCED TO FOLLOW CONTROLS OPERATIONS WITH THE REQUIREMENTS OF SECTION 606 OF CALIFORNIA MECHANICAL CODE 2022 TO CLOSE DAMPERS AND AUTOMATICALLY STOP THE FAN. 6.REFER TO ARCHITECTURAL DRAWINGS FOR REQUIRED FIRE-RATED WALL AND SMOKE WALL CONSTRUCTION AND LOCATION. 7.THESE PLANS ARE APPROVED ONLY FOR THE WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. 8.TESTS OF MECHANICAL SYSTEMS SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING SECTIONS OF THE CALIFORNIA MECHANICAL CODE 2022: A.VENTILATION SYSTEM BALANCING CALIFORNIA MECHANICAL CODE 2022 - 402 B.SMOKE CONTROL SYSTEMS - CALIFORNIA MECHANICAL CODE 2022 - 606 9.THE FOLLOWING WORK ITEMS, COMPONENTS, MATERIALS, CAPACITIES, ETC. SHALL COMPLY WITH THE REFERENCED CODE OR STANDARD: A.STANDARDS OF HEATING - CALIFORNIA BUILDING CODE 2022 - 1203 B.DUCT CONSTRUCTION AND INSTALLATION- CALIFORNIA MECHANICAL CODE 2022 - 603 C.AIR INTAKES, EXHAUSTS AND RELIEF - CALIFORNIA MECHANICAL CODE 2022 -502. D.AIR FILTERS - CALIFORNIA MECHANICAL CODE 2022 - 401 (FILTERS SHALL BE A MINIMUM OF MERV 13 AS REQUIRED BY CENC 120.1(C)) E.MANUAL AND AUTOMATIC FIRE AND SMOKE CONTROLS FOR AIR DISTRIBUTION SYSTEMS - CALIFORNIA MECHANICAL CODE 2022 - 606 F.GAS FIRED EQUIPMENT - CALIFORNIA MECHANICAL CODE 2022 - 903. 10.PORTIONS OF SUPPLY-AIR AND RETURN-AIR DUCTS CONVEYING HEATED OR COOLED AIR LOCATED IN ONE OR MORE OF THE FOLLOWING SPACES SHELL BE INSULATED TO A MINIMUM INSTALLED LEVEL OF R-8: A.OUTDOOR; OR B.IN A SPACE BETWEEN THE ROOF AND AN INSULATED CEILING; OR C.IN A SPACE DIRECTLY UNDER A ROOF WITH FIXED VENTS OR OPENING TO THE OUTSIDE OR UNCONDITIONED SPACE ; OR D.IN AN UNCONDITIONED CRAWLSPACE ; OR E.IN OTHER UNCONDITIONED SPACES. 11.OPERATION AND CONTROL REQUIREMENTS FOR MINIMUM QUANTITIES OF OUTDOOR AIR. TIMES OF OCCUPANCY - THE MINIMUM RATE OF OUTDOOR AIR REQUIRED BY SECTION 120.1(C) SHALL BE SUPPLIED TO EACH SPACE AT ALL TIMES WHEN THE SPACE IS USUALLY OCCUPIED. 12.ALL MECHANICAL EQUIPMENT SHALL BE TESTED BY A CALIFORNIA CERTIFIED ACCEPTANCE TEST TECHNICIAN. KITCHEN EXHAUST FANKEF TITLE 24 (1 OF 3) M-4.0 TITLE 24 (2 OF 3) M-4.1 AIR CURTAIN TITLE 24 (3 OF 3) M-4.2 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL SYMBOL, ABBREVIATION & NOTES M-0.1 1 10 1 2 12-26-2025 SECTION 0001 - NOTICE TO BIDDERS 1.1 BIDDERS REPRESENTATIONS A.THE BIDDER BY MAKING A BID REPRESENTS THAT: B.THE BIDDER HAS READ AND UNDERSTANDS THE BIDDING DOCUMENTS, TO THE EXTENT THAT SUCH DOCUMENTATION RELATES TO THE WORK FOR WHICH THE BID IS SUBMITTED, AND FOR OTHER PORTIONS OF THE PROJECT, IF ANY, BEING BID CONCURRENTLY OR PRESENTLY UNDER CONSTRUCTION. C.THE BID IS MADE IN COMPLIANCE WITH THE BIDDING DOCUMENTS. D.THE SPECIFICATIONS AND DRAWINGS ARE INTENDED TO SERVE JOINTLY AS A BASIS FOR THE BIDDER TO SUBMIT A CONTRACT PRICE FOR THE MATERIAL AND LABOR. E.SHOULD CONFLICTS OR DISCREPANCIES OCCUR WITHIN THE BIDDING DOCUMENTS, THE ITEM OR ITEMS IN DISPUTE THAT REPRESENT THE GREATER COST SHALL PREVAIL IN THE FINAL BID. F.THE BID IS BASED UPON THE MATERIALS, EQUIPMENT AND SYSTEMS REQUIRED BY THE BIDDING DOCUMENTS WITHOUT EXCEPTION. 1.2 EXISTING CONDITIONS AND COORDINATION A.THE BIDDER HAS VISITED THE SITE, BECOME FAMILIAR WITH LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND HAS CORRELATED THE BIDDER'S OBSERVATIONS WITH THE REQUIREMENTS OF THE PROPOSED BIDDING DOCUMENTS. B.THE BIDDER SHALL PROPOSE COORDINATION OF WORK SUCH THAT CONFLICTS WITH OTHER TRADES AND SPACE ALLOCATIONS ARE AVOIDED. 1.3 RESPONSIBILITIES A.THE BIDDER UNDERSTANDS THAT ANY CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE TIMELY COMPLETION AND ACCEPTANCE OF THEIR WORK AND THAT ANY ITEMS DAMAGED, LOST, OR STOLEN DURING TIME OF CONSTRUCTION SHALL BE REPAIRED OR REPLACED WITHOUT ANY ADDITIONAL COST TO THE OWNER. B.THE BIDDER UNDERSTANDS THAT ANY PROPOSED WORK IN OCCUPIED TENANT SPACES SHALL BE PERFORMED DURING TIMES OF NON-TENANT OCCUPANCY OR AS SCHEDULED OR DIRECTED BY THE BUILDING MANAGER. C.THE BIDDER UNDERSTANDS THAT ANY PROPOSED SHUTDOWN OF EXISTING SYSTEMS DURING CONSTRUCTION SHALL BE PRE-ARRANGED WITH THE BUILDING MANAGER AND THAT SUCH SHUTDOWNS ARE TO BE KEPT TO A MINIMUM. END OF SECTION 0001 SECTION 0101 - QUALITY OF WORK 1.1 WORKMANSHIP A.ALL WORK SHALL BE FREE FROM DEFECTS IN MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE. B.ALL DEFECTS WHICH DEVELOP OR ARE DISCOVERED WITHIN THIS PERIOD SHALL BE REPAIRED BY THE CONTRACTOR TO THE SATISFACTION OF THE ARCHITECT OR BUILDING MANAGER AT NO ADDITIONAL COST TO THE OWNER. C.UPON COMPLETION OF THE WORK THE CONTRACTOR SHALL REMOVE FROM THE SITE, ALL TOOLS, DEMOLISHED APPLIANCES AND ANY SURPLUS MATERIAL. 1.2 CODE COMPLIANCE A.ALL WORK SHALL MEET ALL STATE AND LOCAL CODES HAVING JURISDICTION. END OF SECTION 0101 SECTION 0102 -REQUIRED DOCUMENTS 1.1 SHOP DRAWINGS A.A SET OF PRINTS FOR ANY MECHANICAL WORK INCLUDING BUT NOT LIMITED TO, DUCTWORK AND PIPING LAYOUT SHALL BE SUBMITTED FOR APPROVAL TO THE ENGINEER PRIOR TO CONSTRUCTION OR PURCHASE OF MATERIALS. 1.2 SUBMITTALS A.EQUIPMENT SUBMITTALS OF ALL PROPOSED MECHANICAL AND ANCILLARY EQUIPMENT INCLUDING ALL ACCESSORIES SHALL BE SUBMITTED TO THE ENGINEER FOR REVIEW. ALL PERTINENT MODELS, SIZES, ACCESSORIES, AND CHOICES SHALL BE CHECKED, PRINTED, OR OTHERWISE INDICATED ON THE SUBMITTALS. 1.3 RECORD DRAWINGS A.UPON COMPLETION OF THE WORK, A RECORD DRAWING SHALL BE SUBMITTED TO THE OWNER DEPICTING ALL SUBSEQUENT CHANGES, ADDITIONS AND OR CORRECTIONS TO THE CONTRACT DRAWINGS AND OR CONTRACT SCOPE MADE DURING CONSTRUCTION. THIS DRAWING SHALL REPRESENT A COMPLETE RECORD OF THE WORK INSTALLED. 1.4 EQUIPMENT OPERATING INSTRUCTIONS A.ON COMPLETION AND ACCEPTANCE OF WORK, THIS CONTRACTOR SHALL FURNISH WRITTEN INSTRUCTIONS, EQUIPMENT MANUALS AND DEMONSTRATE TO THE OWNER THE PROPER OPERATION AND MAINTENANCE OF ALL EQUIPMENT AND APPARATUS FURNISHED UNDER THIS CONTRACT. B.THESE INSTRUCTIONS SHALL BE TYPED ON 8-1/2 IN. X 11 IN. PAPER AND BOUND IN THREE-RING BINDERS WITH CLEAR ACETATE COVERS. THE CONTRACTOR SHALL GIVE THREE COPIES OF THE INSTRUCTIONS TO THE OWNER AND ONE ELECTRONIC COPY TO THE ENGINEER. C.THE INSTRUCTION BOOKLET SHALL BE ORGANIZED IN SECTIONS, WITH ONE SECTION PER SYSTEM. THE COVER OF THE INSTRUCTION BOOKLET SHALL BEAR THE NAME, ADDRESS AND PHONE NUMBER OF THE PROJECT, ARCHITECT, ENGINEER, MECHANICAL CONTRACTOR AND SUBCONTRACTORS. END OF SECTION 0102 SECTION 078413-PENETRATION FIRE-STOPPING 1.1 QUALITY ASSURANCE A.INSTALLER QUALIFICATIONS: AN FM GLOBAL-APPROVED FIRE-STOP CONTRACTOR OR A UL-QUALIFIED FIRE-STOP CONTRACTOR. B.FIRE-TEST-RESPONSE CHARACTERISTICS: UL, INTERTEK ETL SEMKO OR FM GLOBAL 1.2 PENETRATION FIRESTOPPING A.PENETRATIONS IN FIRE-RESISTANCE-RATED WALLS: F-RATINGS PER ASTM E 814 OR UL 1479. B.PENETRATIONS IN HORIZONTAL ASSEMBLIES: F- AND T-RATINGS PER ASTM E 814 OR UL 1479: C.PENETRATIONS IN SMOKE BARRIERS: L-RATINGS PER UL 1479. D.W-RATINGS: PER UL 1479. 1.3 INSTALLATION A.IDENTIFICATION: PREPRINTED METAL OR PLASTIC LABELS. 1.5 FIELD QUALITY CONTROL A.INSPECTION OF INSTALLED FIRE-STOPPING: BY OWNER-ENGAGED AGENCY ACCORDING TO ASTM E 2174. 1.5 THROUGH-PENETRATION FIRESTOP SYSTEM SCHEDULE: A.WHERE UL-CLASSIFIED SYSTEMS ARE INDICATED, THEY REFER TO SYSTEM NUMBERS IN UL'S "FIRE RESISTANCE DIRECTORY" UNDER PRODUCT CATEGORY XHEZ. B.FOR THE FOLLOWING SYSTEMS: METALLIC AND NON-METALLIC PIPES, CONDUIT, OR TUBING, ELECTRICAL CABLES, CABLE TRAYS WITH ELECTRIC CABLES, MISCELLANEOUS ELECTRICAL PENETRANTS, INSULATED PIPES, GROUPINGS OF PENETRANTS, USE ONE OR MORE OF THE FOLLOWING MATERIALS: a.LATEX SEALANT b.SILICONE SEALANT c.MORTAR d.SILICONE FOAM e.PILLOWS/BAGS f.INTUMESCENT WRAP STRIPS 1.6 MANUFACTURERS A.HILTI CONSTRUCTION CHEMICAL, INC B.3M FIRE PROTECTION PRODUCTS END OF SECTION 078413 SECTION 230517 - SLEEVES AND SLEEVE SEALS FOR HVAC PIPING 1.1 SLEEVE-SEAL SYSTEMS A.FIELD-ASSEMBLED, MODULAR SEALING-ELEMENT UNIT FOR FILLING ANNULAR SPACE BETWEEN PIPING AND SLEEVE. 1.SEALING ELEMENTS: EPDM RUBBER OR NBR. 2.PRESSURE PLATES: CARBON STEEL, PLASTIC, STAINLESS STEEL. 3.CONNECTING BOLTS AND NUTS: CARBON STEEL WITH CORROSION-RESISTANT COATING, STAINLESS STEEL. B.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, AVAILABLE MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: 1.ADVANCE PRODUCTS & SYSTEMS, INC. 2.CALPICO, INC. 3.METRAFLEX COMPANY (THE). 4.PIPELINE SEAL AND INSULATOR, INC. 1.2 SLEEVE-SEAL FITTINGS A.MANUFACTURED PLASTIC, SLEEVE-TYPE, PLASTIC OR RUBBER WATER-STOP ASSEMBLY MADE FOR IMBEDDING IN CONCRETE SLAB OR WALL. 1.3 GROUT A.NON-SHRINK, FACTORY PACKAGED. 1.4 SLEEVE AND SLEEVE-SEAL SCHEDULE A.USE SLEEVES AND SLEEVE SEALS FOR THE FOLLOWING PIPING-PENETRATION APPLICATIONS: 1.INTERIOR PARTITIONS: a.PIPING SMALLER THAN NPS 6 (DN 150): GALVANIZED-STEEL-PIPE SLEEVES, PVC-PIPE SLEEVES. b.PIPING NPS 6 (DN 150) AND LARGER: GALVANIZED-STEEL-SHEET SLEEVES. END OF SECTION 230517 SECTION 230529 - HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 1.1 PERFORMANCE REQUIREMENTS A.DELEGATED DESIGN: DESIGN TRAPEZE PIPE HANGERS AND EQUIPMENT SUPPORTS, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A QUALIFIED PROFESSIONAL ENGINEER, USING PERFORMANCE REQUIREMENTS AND DESIGN CRITERIA INDICATED. B.STRUCTURAL PERFORMANCE: HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT SHALL WITHSTAND THE EFFECTS OF GRAVITY LOADS AND STRESSES WITHIN LIMITS AND UNDER CONDITIONS INDICATED ACCORDING TO ASCE/SEI 7. 1.DESIGN SUPPORTS FOR MULTIPLE PIPES CAPABLE OF SUPPORTING COMBINED WEIGHT OF SUPPORTED SYSTEMS, SYSTEM CONTENTS, AND TEST WATER. 2.DESIGN EQUIPMENT SUPPORTS CAPABLE OF SUPPORTING COMBINED OPERATING WEIGHT OF SUPPORTED EQUIPMENT AND CONNECTED SYSTEMS AND 3.DESIGN SEISMIC-RESTRAINT HANGERS AND SUPPORTS FOR PIPING AND EQUIPMENT AND OBTAIN APPROVAL FROM AUTHORITIES HAVING JURISDICTION. 1.2 SUBMITTALS A.SHOP DRAWINGS: SIGNED AND SEALED BY A PROFESSIONAL ENGINEER 1.3 QUALITY ASSURANCE A.AWS D1.1/D1.1M, "STRUCTURAL WELDING CODE - STEEL." 1.4 COMPONENTS A.METAL PIPE HANGERS AND SUPPORTS: CARBON OR STAINLESS STEEL B.FIBERGLASS PIPE HANGERS: -CLEVIS, CENTURY COMPOSITES, COOPER B-LINE D.METAL FRAMING SYSTEMS: MFMA MANUFACTURER E.FIBERGLASS STRUT SYSTEMS: COOPER B-LINE F.THERMAL-HANGER SHIELD INSERTS: G.FASTENER SYSTEMS: POWDER-ACTUATED FASTENERS OR MECHANICAL-EXPANSION ANCHORS H.PIPE STANDS: COMPACT, LOW TYPE, SINGLE PIPE, HIGH TYPE, SINGLE PIPE, HIGH TYPE, MULTIPLE PIPES, CURB-MOUNTED TYP EQUIPMENT SUPPORTS. END OF SECTION 230529 SECTION 230548 - VIBRATION CONTROLS FOR PIPING AND HVAC EQUIPMENT PART 1 - GENERAL 1.1 PERFORMANCE REQUIREMENTS A.SEISMIC-RESTRAINT LOADING: 1.SITE CLASS AS DEFINED IN THE IBC: A, B 2.ASSIGNED SEISMIC USE GROUP OR BUILDING CATEGORY AS DEFINED IN THE IBC: I II III a.COMPONENT IMPORTANCE FACTOR: 1.0 b.COMPONENT RESPONSE MODIFICATION FACTOR: 2.5 c.COMPONENT AMPLIFICATION FACTOR: 2.5. 3.DESIGN SPECTRAL RESPONSE ACCELERATION AT SHORT PERIODS (0.2 SECOND) 18% 4.DESIGN SPECTRAL RESPONSE ACCELERATION AT 1-SECOND PERIOD: 8% 1.2 COMPONENTS A.VIBRATION ISOLATORS: 1.ISOLATOR PADS: NEOPRENE, RUBBER, HERMETICALLY AND/OR SEALED COMPRESSED FIBERGLASS 2.MOUNTS: DOUBLE-DEFLECTION TYPE. 3.RESTRAINED MOUNTS: ALL DIRECTIONAL MOUNTINGS WITH SEISMIC RESTRAINT; CAST-DUCTILE-IRON HOUSING. 4.SPRING ISOLATORS: FREESTANDING, LATERALLY STABLE, OPEN-SPRING TYPE. 5.RESTRAINED SPRING ISOLATORS: FREESTANDING, STEEL, OPEN-SPRING TYPE WITH SEISMIC RESTRAINT. 6.HOUSED SPRING MOUNTS: DUCTILE-IRON OR STEEL HOUSING, WITH INTEGRAL, VERTICALLY ADJUSTABLE SEISMIC SNUBBERS. 7.ELASTOMERIC HANGERS: DOUBLE-DEFLECTION TYPE. 8.SPRING HANGERS: COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGERS WITH SPRING AND INSERT IN COMPRESSION. 9.SPRING HANGERS WITH VERTICAL-LIMIT STOP: COMBINATION COIL-SPRING AND ELASTOMERIC-INSERT HANGERS WITH SPRING AND INSERT IN COMPRESSION AND WITH VERTICAL-LIMIT STOP. 10.PIPE RISER RESILIENT SUPPORT: ALL-DIRECTIONAL, ACOUSTICAL PIPE ANCHOR. 11.RESILIENT PIPE GUIDES. B.AIR-MOUNTING SYSTEMS: 1.AIR MOUNTS: FREESTANDING, SINGLE OR MULTIPLE, COMPRESSED-AIR BELLOWS. 2.RESTRAINED AIR MOUNTS: HOUSED COMPRESSED-AIR BELLOWS. C.RESTRAINED VIBRATION ISOLATION ROOF-CURB RAILS: FACTORY-ASSEMBLED, FULLY ENCLOSED, INSULATED, AIR- AND WATERTIGHT CURB RAIL; WITH SPRING ISOLATORS MOUNTED ON ELASTOMERIC ISOLATION PADS, AND SNUBBER BUSHINGS. D.VIBRATION ISOLATION EQUIPMENT BASES: 1.STEEL BASE: FACTORY- FABRICATED, WELDED, STRUCTURAL- STEEL BASES AND RAILS. 2.INERTIA BASE: FACTORY- FABRICATED, WELDED, STRUCTURAL- STEEL BASES AND RAILS READY FOR FIELD-APPLIED, CAST-IN-PLACE CONCRETE 1.3 FIELD QUALITY CONTROL A.TESTING: BY EITHER OWNER-ENGAGED AGENCY, CONTRACTOR-ENGAGED AGENCY, OR CONTRACTOR. PART-2 PRODUCTS 1.4 VIBRATION ISOLATORS & SEISMIC-RESTRAINT DEVICES A.AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE WORK INCLUDE, BUT ARE NOT LIMITED TO, THE FOLLOWING: B.MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING: 1.ACE MOUNTINGS CO., INC. 2.AMBER/BOOTH COMPANY, INC. 3.CALIFORNIA DYNAMICS CORPORATION. 4.COOPER B-LINE, INC.; A DIVISION OF COOPER INDUSTRIES. 5.HILTI, INC. 6.ISOLATION TECHNOLOGY, INC. 7.KINETICS NOISE CONTROL. END OF SECTION 230548 SECTION 230593 - TESTING, ADJUSTING, AND BALANCING FOR HVAC 1.1 SUMMARY A.TESTING, ADJUSTING, AND BALANCING FOR THE FOLLOWING: 1.MOTORS. 2.CONDENSING UNITS. 3.AIR SYSTEM: CONSTANT VOLUME 1.2 QUALITY ASSURANCE A.THE CONTRACTOR SHALL PROCURE THE SERVICES OF A TESTING, ADJUSTING AND BALANCING (TAB) SPECIALIST WHO SPECIALIZES IN HEATING, VENTILATION AND AIR CONDITIONING SYSTEMS. THE TAB AGENT SHALL HAVE THE FOLLOWING QUALIFICATIONS: AABC, NEBB OR TABB CERTIFIED. 1.3 EXECUTION A.THE TAB SPECIALIST SHALL PERFORM FLOW MEASUREMENTS OF ALL EXISTING AIR AND HYDRONIC SYSTEMS THAT ARE TO REMAIN OR TO BE INCORPORATED INTO NEW WORK PRIOR TO THE STARTING OF WORK IN THE PROJECT SCOPE. A REPORT OF THESE MEASUREMENTS, INDICATING ANY AND ALL DEFICIENCIES SHALL BE SUBMITTED FOR OWNER REVIEW. B.THE TAB SPECIALIST SHALL PERFORM FLOW MEASUREMENTS OF ALL NEW AIR AND HYDRONIC SYSTEMS AS LISTED ABOVE IN THE PROJECT SCOPE. A REPORT OF THESE MEASUREMENTS, INDICATING ANY AND ALL DEFICIENCIES SHALL BE SUBMITTED FOR OWNER REVIEW. C.THE REPORT SHALL INDICATE A SCHEMATIC DIAGRAM INDICATING LOCATIONS OF ALL EQUIPMENT TESTED AND MEASUREMENT LOCATIONS. D.PRIOR TO FINAL INSPECTION OF THE WORK, THE TAB SPECIALIST SHALL BALANCE ALL SYSTEMS AS INDICATED ABOVE TO THE REQUIREMENTS OF THE DESIGN. E.THE CONTRACTOR SHALL HAVE FURNISH AND INSTALL ALL ADDITIONAL BALANCING EQUIPMENT, PRESSURE TAPS, GAUGES AND OTHER EQUIPMENT AS REQUIRED FOR A PROPERLY BALANCED SYSTEM AT NO ADDITIONAL COST TO THE OWNER. SUCH ADDITIONAL EQUIPMENT SHALL ADHERE IN STRICT ACCORDANCE WITH THE RESPECTIVE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS. F.THE CONTRACTOR SHALL HAVE THE TESTING AND BALANCING SPECIALIST COORDINATE ALL WORK OF THIS S3ECTION WITH THE BUILDING MANAGER. BALANCING WORK SHALL NOT CONFLICT WITH OTHER WORK SO AS TO MAINTAIN COMPLETION WITHIN THE SPECIFIED TIME. G.ALL INSTRUMENTS USED FOR TAB SHALL BE MAINTAINED IN GOOD WORKING CONDITION AND ACCURATELY CALIBRATED. H.TOLERANCES: PLUS OR MINUS 5 PERCENT OF DESIGN VALUES. I.INSPECTIONS: RANDOM CHECKS BY OWNER OR ARCHITECT TO VERIFY FINAL TESTING, ADJUSTING, AND BALANCING REPORT. J.ADDITIONAL TESTS: RANDOM TESTS WITHIN 90 DAYS OF COMPLETING TAB TO VERIFY BALANCE CONDITIONS AND SEASONAL TESTS. END OF SECTION 230593 SECTION 233113 - METAL DUCTS 1.1 CONSTRUCTION A.EACH DUCT SYSTEM SHALL BE CONSTRUCTED FOR THE SPECIFIC SMACNA DUCT PRESSURE CLASSIFICATIONS SHOWN ON THE CONTRACT DRAWINGS. WHERE NO PRESSURE CLASSES ARE SPECIFIED BY THE DESIGNER, THE SMACNA 1 INCH WG PRESSURE, SEAL CLASS "A". B.ALL DUCTWORK SHALL BE CONSTRUCTED TO SMACNA 1" WG DESIGN AND NOT LESS THAN THE FOLLOWING STANDARDS: 1.CONSTRUCT SO THAT ALL INTERIOR SURFACES ARE SMOOTH. USE SLIP AND DRIVE OR FLANGED AND BOLTED CONSTRUCTION WHEN FABRICATING RECTANGULAR DUCTWORK. USE SPIRAL LOCK SEAM CONSTRUCTION WHEN FABRICATING ROUND SPIRAL DUCTWORK. SHEET METAL SCREWS MAY BE USED ON DUCT HANGERS, TRANSVERSE JOINTS AND OTHER SMACNA APPROVED LOCATIONS IF THE SCREW DOES NOT EXTEND MORE THAN 1/2 INCH INTO THE DUCT. 2.SHEET STEEL SHALL COMPLY WITH ASTMA653 STANDARD SPECIFICATION FOR STEEL SHEET METAL, ZINC COATED (GALVANIZED) OR ZINC IRON ALLOY-COATED (GALVANNEALED) BY HOT DIP PROCESS, AND A924 STANDARD SPECIFICATION FOR GENERAL REQUIREMENT FOR SHEET METALLIC-COATED BY HOT DIP PROCESS. ALL ANGLE IRON USED FOR SUPPORT SHALL BE GALVANIZED. CONNECTIONS TO WALLS OR FLOOR SHALL BE AIR TIGHT WITH ANGLE IRON AND CAULKING. SEAL ALL DUCT SEAMS, TRANSVERSE AND LONGITUDINAL, AIR TIGHT. PROVIDE TURNING VANES ALL 90° ELBOWS. 3.USE ELBOWS AND TEES WITH A CENTER LINE RADIUS TO WIDTH OR DIAMETER RATIO OF 1.5 WHEREVER SPACE PERMITS. WHEN A SHORTER RADIUS MUST BE USED DUE TO LIMITED SPACE, INSTALL SINGLE WALL SHEET METAL SPLITTER VANES IN ACCORDANCE WITH SMACNA PUBLICATIONS, TYPE RE 3. WHERE SPACE WILL NOT ALLOW AND THE C VALUE OF THE RADIUS ELBOW, AS GIVEN IN SMACNA PUBLICATIONS, EXCEEDS 0.31, USE RECTANGULAR ELBOWS WITH TURNING VANES AS SPECIFIED IN SECTION 23 33 00. SQUARE THROAT-RADIUS HEEL ELBOWS WILL NOT BE ACCEPTABLE. STRAIGHT TAPS OR BULLHEAD TEES ARE NOT ACCEPTABLE. 4.WHERE RECTANGULAR ELBOWS ARE USED, PROVIDE TURNING VANES IN ACCORDANCE WITH SECTION 23 33 00. 5.PROVIDE EXPANDED TAKE-OFFS OR 45 DEGREE ENTRY FITTINGS FOR BRANCH DUCT CONNECTIONS WITH BRANCH DUCTWORK AIRFLOW VELOCITIES GREATER THAN 700 FPM. SQUARE EDGE 90-DEGREE TAKE-OFF FITTINGS OR TRAIGHT TAPS WILL NOT BE ACCEPTED. 6.BUTTON PUNCH SNAP-LOCK CONSTRUCTION WILL NOT BE ACCEPTED ON ALUMINUM DUCTWORK. C.WHERE LATEST EDITION OF SMACNA DOES NOT CLEARLY STATE GAUGES AND/OR STIFFENERS TO BE USED OR, WHERE SMACNA STANDARDS REQUIRE INTERPRETATION, THE FOLLOWING MINIMUM METAL GAUGES AND BRACING SHALL BE USED: D.PROVIDE TAPPING IN DUCTS FOR THERMOMETERS WHERE SPECIFIED. IN ADDITION, PROVIDE AN AIRTIGHT PLUGGED TAPPING LOCATED AS FOLLOWS: 1.UPSTREAM OF EACH REHEAT COIL AND VAV BOX. 2.DOWNSTREAM OF EACH REHEAT COIL AND VAV BOX. E.FLAT OVAL OR ROUND DUCTWORK MAY BE PROVIDED IN LIEU OF RECTANGULAR DUCTWORK WITH THE REINFORCEMENT FOR FLAT SIDES SAME AS SPECIFIED FOR THE RECTANGULAR DUCTWORK, AND AS PER SMACNA FLAT OVAL DUCT CONSTRUCTION STANDARDS F.ALL DUCTWORK SHALL BE SEALED TO CLASS "A" AND LEAK TESTED TO MEAT SMACNA CLASS 6 FOR RECTANGULAR AND CLASS 3 FOR ROUND DUCTS. 1.2 MATERIALS A.SINGLE-WALL RECTANGULAR DUCTS AND FITTINGS. B.SINGLE-WALL ROUND AND FLAT-OVAL DUCTS AND FITTINGS. C.SHEET METAL MATERIALS: 1.GALVANIZED SHEET STEEL. 2.STAINLESS-STEEL SHEETS. 3.ALUMINUM SHEETS. 4.FACTORY-APPLIED ANTI-MICROBIAL COATING. D.DUCT LINER: 1.FIBROUS GLASS, TYPE I, FLEXIBLE WITH ANTI-MICROBIAL EROSION-RESISTANT COATING. 2.FLEXIBLE ELASTOMERIC. 3.NATURAL FIBER. E.SEALANT MATERIALS: 3.TWO-PART TAPE SEALING SYSTEM. 4.WATER-BASED JOINT AND SEAM SEALANT. 5.SOLVENT-BASED JOINT AND SEAM SEALANT. 6.FLANGED JOINT SEALANT. 7.FLANGE GASKETS. 8.ROUND DUCT JOINT O-RING SEALS. 1.3 DUCT CLEANING A.CLEAN EXISTING DUCT SYSTEM(S) BEFORE TESTING, ADJUSTING, AND BALANCING. B.CLEAN THE FOLLOWING ITEMS: 1.AIR OUTLETS AND INLETS. 2.SUPPLY, RETURN, AND EXHAUST FANS. 3.AIR-HANDLING UNITS. 4.COILS AND RELATED COMPONENTS. 5.RETURN-AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING VANES. 6.SUPPLY-AIR DUCTS, DAMPERS, ACTUATORS, AND TURNING VANES. 7.DEDICATED EXHAUST AND VENTILATION COMPONENTS AND MAKEUP AIR SYSTEMS. 1.4 DUCT SCHEDULE A.ALL DUCTS SHALL BE GALVANIZED STEEL EXCEPT AS FOLLOWS: 1.MOIST ENVIRONMENT DUCT MATERIAL: ALUMINUM. END OF SECTION 233113 SECTION 230713 - INSULATION INSULATION - GENERAL REQUIREMENTS A.ALL INSULATION MATERIALS, INCLUDING JACKETS, FACING, ADHESIVE, COATINGS, AND ACCESSORIES ARE TO BE FIRE HAZARD RATED AND LISTED BY UNDERWRITERS LABORATORIES, INC. USING STEINER TUNNEL TEST METHOD FOR FIRE HAZARD CLASSIFICATION OF BUILDING MATERIALS, STANDARD UL 723 (ASTM E-84), (ASA A2.5-1963). FLAMESPREAD: MAXIMUM 25. FUEL CONTRIBUTED AND SMOKE DEVELOPED: MAXIMUM 50. FLAMEPROOFING TREATMENTS SUBJECT TO DETERIORATION FROM MOISTURE OR HUMIDITY ARE NOT ACCEPTABLE. B.DEFINITIONS: 1)EXPOSED: INDOOR DUCTS, PIPING OR EQUIPMENT LOCATED IN MECHANICAL EQUIPMENT ROOMS AND IN AREAS WHICH WILL BE VISIBLE WITHOUT REMOVING CEILINGS OR OPENING ACCESS PANELS. 2)CONCEALED: INDOOR DUCTS, PIPING OR EQUIPMENT WHICH IS NOT EXPOSED. 3)OUTDOOR: DUCTS, PIPING OR EQUIPMENT WHICH IS EXPOSED TO THE WEATHER. DUCTWORK INSULATION A.INSULATE ALL DUCTWORK IN ACCORDANCE WITH INSULATION SCHEDULE EXCEPT AS OTHERWISE NOTED. B.REINSULATE ALL DUCTWORK AND PIPING WHICH IS EXISTING TO REMAIN AND WAS DAMAGED DURING CONSTRUCTION OR SHOWN OR REQUIRED TO BE RELOCATED. INSULATE WITH SAME MATERIAL AND THICKNESS. C.NON-INSULATED DUCTWORK: 1)WHERE SOUND LINING IS OF MINIMUM THICKNESS SPECIFIED FOR INSULATION. 2)AIR CONDITIONING RETURN AIR DUCTWORK EXPOSED IN AIR CONDITIONED SPACES AND INSTALLED IN HUNG CEILINGS WHERE SPACE IMMEDIATELY ABOVE AND BELOW ARE BOTH AIR CONDITIONED.MATERIAL: D.MATERIAL: 1)TYPE D-1: MINIMUM 1-LB DENSITY FIBERGLASS BLANKET, MAXIMUM 0.28 K-FACTOR AT 75 ADEG F MEAN TEMPERATURE WITH FACTORY-APPLIED FOIL-SKRIM-KRAFT FACING SIMILAR TO MANVILLE MICROLITE. 2)TYPE D-2: 3 LB. FIBERGLASS BOARD. THE MAXIMUM K FACTOR SHALL BE 0.23 AT 75 DEG F MEAN TEMPERATURE WITH A MINIMUM DENSITY OF 3 LB. THE INSULATION SHALL BE PROVIDED WITH A FACTORY-APPLIED ALL PURPOSE OR ALL SERVICE FACING. THE INSULATION SHALL BE EQUAL TO MANVILLE TYPE 814 SPIN-GLAS AP. 3)TYPE D-3: MINIMUM 6 LB FIBERGLASS BOARD. MAXIMUM 0.22 K-FACTOR AT 75 DEG F MEAN TEMPERATURE WITH FACTORY APPLIED ALL PURPOSE OR ALL SERVICE FACING. SIMILAR TO MANVILLE 817 SPIN-GLAS AP E.FINISH: 1)TYPE F-1: FITTING COVER, MOLDED WHITE PVC JACKET, UL CLASS 1, MAXIMUM PERMEANCE 0.05 SIMILAR TO MANVILLE ZESTRON. 2)TYPE F-2: WHITE VAPOR BARRIER COATING WITH 10X10 OR 20X20 MESH WHITE GLASS, POLYESTER OR NYLON CLOTH REINFORCING MEMBRANE, MINIMUM 31 MIL DRY FILM THICKNESS, SIMILAR TO FOSTER TITE-FIT, UL LABEL. 3)TYPE F-4: ALUMINUM JACKETING WITH MINIMUM 0.016 IN. WALL THICKNESS AND LONGITUDINAL JOINTS WITH LOCK SEAMS. 4)TYPE F-6: WHITE FINISHING AND INSULATING CEMENT APPLIED OVER HEXAGONAL WIRE MESH. CEMENT SIMILAR TO KEENE SUPERSLICK. F.INSTALLATION: a.FIBERGLASS BLANKET: 2 IN. LAP STRIPS AT ALL SEAMS. SECURE BOTTOM OF ALL DUCTS OVER 24 IN. WIDE WITH MIN 2 ROWS OF WELD PINS 12 IN. ON CENTER. SECURE ALL SEAMS WITH FOIL VAPOR BARRIER TAPE AND VAPORSEAL ADHESIVE. b.FIBERGLASS BOARD: SEAL JOINTS AND BREAKS IN FACING WITH 3 IN. WIDE TAPE TO MATCH FACING AND ADHERE WITH VAPOR SEAL ADHESIVE. APPLY 5 IN. WIDE TAPE AT CORNERS, WELD PINS ON TOP, SIDES AND BOTTOM. G.ACOUSTICAL TREATMENT ACOUSTICALLY LINE THE FIRST 10'-0" OF BOTH SUPPLY AND RETURN MAIN DUCTS, LOW PRESSURE DUCTWORK SHALL BE LINED WITH 1.5" THICK R-6 AS MANUFACTURED BY DUCTMATE, 1-1/2 POUND MINIMUM DENSITY, NEOPRENE COATED, FLEXIBLE FIBERGLASS DUCT LINER. LINING SHALL COMPLY WITH NFPA 90A AND SHALL HAVE A FLAME SPREAD CLASSIFICATION OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING NOT MORE THAN 50. DUCT SIZES WHERE LINING IS INDICATED ON PLANS ARE MINIMUM INSIDE CLEAR DIMENSIONS REQUIRED. SECTION 233713 - DIFFUSERS, REGISTERS, AND GRILLES 1.1 PRODUCTS A.DIFFUSERS, REGISTERS AND GRILLES SHALL BE FURNISHED AND INSTALLED FOR CAPACITIES AND IN LOCATIONS INDICATED ON DRAWINGS. ALL REGISTERS AND DIFFUSERS SHALL BE PRIME COATED STEEL OR EXTRUDED ALUMINUM FINISHED UNLESS OTHERWISE NOTED IN BAKED WHITE ENAMEL. B.MANUFACTURERS: PRICE 1.SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCT BY ONE OF THE FOLLOWING: a.HART & COOLEY INC. b.KRUEGER. c.METALAIRE, INC. d.RUSKIN C.ALL DIFFUSERS SHALL HAVE CONTROLLING/EQUALIZING GRID AND OPPOSED BLADE DAMPER UNLESS OTHERWISE NOTED. D.ALL DUCTED RETURN REGISTERS SHALL HAVE AN OPPOSED BLADE DAMPER UNLESS OTHERWISE NOTED. END OF SECTION 233713 INSULATION SCHEDULE - DUCTWORK SERVICE LOCATION R-VALUE TYPE FINISH SUPPLY/RETURN CONCEALED R-8 D-1 VAPORSEAL SUPPLY/RETURN EXPOSED R-8 D-1 VAPORSEAL INTAKE ALL R-8 D-1 VAPORSEAL KITCHEN EX.INTERIOR 1.5"3M FIRE MASTER (2 LAYER)DUCT WRAP SUPPLY EXTERIOR R-8 D-1 VAPORSEAL SUPPORT SCHEDULE - DUCTWORK USG MAX SIDE INCHES TRANSVERSE JOINT AND BRACING 22 UP TO 12 22 13 TO 24 20 25 TO 35 S SLIP, DRIVE, ONE INCH POCKET ON 8 FOOT 1"X1"X1/8" ANGLES ON 4 FOOT CENTERS 1"X1"X1/8" ANGLES ON 2 FOOT CENTERS SPECIFICATIONS TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL SPECIFICATIONS M-0.2 2 9 GENERAL NOTES: A.ALL WORK SHALL COMPLY WITH ALL LOCAL AND STATE CODES AND AUTHORITIES HAVING JURISDICTION. B.THE CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS AND ARRANGE ALL REQUIRED INSPECTIONS. C.THE CONTRACTOR SHALL COORDINATE HIS WORK WITH OTHER CONTRACTORS AND TRADES. D.THESE DRAWINGS, AS PREPARED, ARE DIAGRAMMATIC BUT SHALL BE FOLLOWED AS CLOSELY AS CONSTRUCTION OF THE PROJECT AND THE WORK OF THE TRADES WILL PERMIT. EQUIPMENT LOCATIONS INDICATED ARE APPROXIMATE. COORDINATE EXACT LOCATIONS AND REQUIRED CLEARANCES WITH EQUIPMENT SUPPLIER AND ALL TRADES PRIOR TO INSTALLATION. E.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL THE EQUIPMENT INDICATED WITHIN THE MECHANICAL DRAWINGS UNLESS OTHERWISE NOTED. ALL EQUIPMENT SHALL BE UL LISTED. VERIFY LOCATION AND DIMENSIONS IN THE FIELD PRIOR TO FABRICATION AND / OR INSTALLATION. F.EACH UNIT GENERATING CONDENSATE SHALL BE PROVIDED WITH A CONDENSATE DRAIN WITH EXTERNAL, 4" DEEP P-TRAP. EXTEND DRAIN TO A ROOF MOUNTED SPLASH PAD OR AN ACCEPTABLE LOCATION REQUIRED BY CODE. G.DUCT SIZES SHOWN ON DRAWINGS ARE CLEAR INSIDE DIMENSION. H.ALL DUCTWORK SHALL BE FABRICATED, INSTALLED, SEALED, AND INSULATED PER THE LATEST ISSUE OF SMACNA LOW-VELOCITY DUCT MANUAL. I.ALL FLEX DUCT SHALL BE TESTED IN ACCORDANCE WITH UL 181. AND DUCT SHALL BE LISTED AND LABELED AS CLASS 1. MAXIMUM LENGTH TO BE 14'-0". J.THE CONTRACTOR SHALL COORDINATE DIFFUSER LOCATIONS ON SITE WITH THE MOST RECENT REFLECTED CEILING PLAN. K.THE CONTRACTOR IS TO MAKE ALL LOW-VOLTAGE WIRING CONNECTIONS FOR ALL HVAC EQUIPMENT INCLUDING TEMPERATURE CONTROLS, ROOF TOP UNITS, SMOKE DETECTORS AND CONTACTOR PANEL. L.PROVIDE AND INSTALL SMOKE DUCT DETECTORS IN EACH AIR CONDITIONING UNIT SUPPLY DUCT GREATER THAN 2000 CFM. CONTRACTOR SHALL PROVIDE INTERCONNECTION AND WIRE TO THE FIRE ALARM CONTROL PANEL IF REQUIRED. DUCT DETECTORS SHALL HAVE REMOTE TEST STATIONS LOCATED IN THE OFFICE NEAR THE RESPECTIVE THERMOSTATS. VERIFY CODE REQUIREMENTS FOR DUCT DETECTORS IN BOTH THE SUPPLY AND RETURN AIR STREAMS. M.THE ENTIRE INSTALLATION SHALL BE GUARANTEED FREE OF DEFECTS AND CONTRACTOR SHALL REPAIR AND / OR REPLACE ANY DEFECTIVE MATERIALS OR EQUIPMENT AT NO COST TO THE OWNER FOR A MINIMUM PERIOD OF ONE YEAR FROM THE DATE OF ACCEPTANCE BY ARCHITECT OR ENGINEER. N.ALL WORK SHALL BE SUBJECT TO THE ACCEPTANCE AND APPROVAL OF THE ARCHITECT AND OWNER. THE ARCHITECT SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES BETWEEN FIELD CONDITIONS AND THE CONTRACT DOCUMENTS BEFORE PROCEEDING WITH THAT PORTION OF THE WORK. FAILURE OF PROPER NOTIFICATION DOES NOT RELIEVE THE CONTRACTOR. THE CONTRACTOR SHALL CORRECT ANY AND ALL WORK ARISING FROM SUCH FAILURE TO COORDINATE DISCREPANCIES TO THE SATISFACTION OF THE ARCHITECT WITHOUT ADDITIONAL COST TO THE OWNER. O.THE CONTRACTOR SHALL, UPON COMPLETION OF PROJECT, PERFORM A COMPLETE TEST AND BALANCE OF ALL EQUIPMENT. PROVIDE A WRITTEN REPORT TO THE ARCHITECT. ALL CAPACITIES MUST BE SET TO WITHIN ±10% OF AMOUNTS INDICATED ON THE FLOOR PLAN AND SCHEDULES. P.PROVIDE FIRE OR FIRE+SMOKE DAMPER WHEREVER DUCTS ARE CROSSING FIRE/SMOKE RATED WALLS/ BARRIERS. COORDINATE WITH ARCHITECTURAL DRAWING FOR FIRE RATING OF THE WALLS. Q.PROVIDE VOLUME DAMPER IN ACCESSIBLE CEILING AND PROVIDE CORD OPERATED DAMPER IN INACCESSIBLE CEILING. R.FLEXIBLE CONNECTION SHALL BE INSTALLED BETWEEN EQUIPMENT AND CONNECTING DUCTWORK. # 1.EXTEND FULL SIZE SUPPLY AND RETURN DUCTWORK FROM ROOFTOP UNIT TO SPACE, EXTEND AS SHOWN. CONTRACTOR TO FIELD VERIFY EXACT LOCATION AND SIZE. ACOUSTICALLY LINE THE FIRST 10'-0" OF BOTH SUPPLY AND RETURN MAIN DUCTS. 2.PROVIDE REMOTE TEMP SENSOR MOUNTED IN RETURN DUCT AND WIRE BACK TO T-STAT. 3.PROVIDE SMOKE DETECTOR IN SUPPLY AIR DUCT. SMOKE DETECTOR SHALL BE FURNISHED/INSTALLED BY MECHANICAL CONTRACTOR AND WIRED BY ELECTRICAL CONTRACTOR TO SHUT DOWN CORRESPONDING RTU UNDER ALARM CONDITIONS. ALL WIRING SHALL BE IN CONDUIT PER N E C SMOKE DETECTOR SHALL BE SYSTEM SENSOR MODEL DH100ACDCLP OR EQUAL. 4.PROVIDE NEW 7-DAY PROGRAMMABLE THERMOSTAT. MOUNT ON WALL AT 48" A.F.F. COORDINATE EXACT LOCATION WITH ARCHITECT AND OWNER PRIOR TO ROUGH-IN. PROVIDE LOCKABLE COVER. 5.CEILING MOUNTED EXHAUST FAN. FAN SHALL BE SUSPENDED FROM STRUCTURE ABOVE. VERIFY EXACT LOCATION OF STRUCTURAL MEMBERS PRIOR TO INSTALLATION. 6.Ø6" TOILET EXHAUST DUCT UP TO ROOF. 7.INSTALL TYPE-I HOOD AS PER MANUFACTURE RECOMMENDATION. RUN SHEET METAL DUCT FROM CONNECTION ON HOOD TO KEF-1. OFFSET AND TRANSITION AT CONNECTIONS IF NEEDED. VERIFY DIMENSIONS PRIOR TO FABRICATION OR INSTALLATION. USE FACTORY-MANUFACTURED PIPE AND FITTINGS ONLY. VERIFY LOCATION ON SITE WITH MOST RECENT KITCHEN PLANS. DUCT SHALL BE SLOPED 1/4" UNIT VERTICAL IN 12" UNIT HORIZONTAL TOWARDS HOOD. 8.PULL STATION FURNISHED AND INSTALLED BY HOOD FIRE SUPPRESSION CONTRACTOR MOUNTED @48" AFF. PROVIDE FINAL CABLING AND CONNECTION TO HOOD FIRE SUPPRESSION CABINET AND MECHANICAL GAS VALVE. COORDINATE EXACT LOCATION AND HEIGHT WITH ARCHITECT AND AHJ PRIOR TO ROUGH-IN. 9.HOOD CONTROL PANEL AND FIRE SUPPRESSION SYSTEM FURNISHED BY HOOD SUPPLIER AND INSTALLED ON WALL BY HVAC CONTRACTOR. HOOD FIRE SUPPRESSION SYSTEM FURNISHED AND INSTALLED BY LICENSED FIRE SUPPRESSION CONTRACTOR. F.S. CONTRACTOR TO SUBMIT PLAN AND OBTAIN APPROVAL UNDER SEPARATE PERMIT APPLICATION PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO COORDINATE & CONFIRM FINAL LOCATION OF CONTROL & FIRE SUPPRESSION PANEL ON FIELD. 10.2X3"Ø VENT FOR COMBUSTION AIR INTAKE/EXHAUST FROM GAS FIRED EQUIPMENT TO ROOF. TERMINATE AS PER MANUFACTURER RECOMMENDATION. ROUTE PIPING WITH MINIMAL AMOUNT OF BEND AND LENGTH AS REQUIRED BY RESPECTIVE UNIT MANUFACTURERS'S REQUIREMENT. KEYED NOTES: A.PROVIDE CLEAN OUT AT ALL ELBOWS AND BOTTOM OF RISER AND EVERY 15 FEET HORIZONTAL KITCHEN EXHAUST DUCT. B.COMMERCIAL KITCHEN GREASE DUCTS SHALL BE DESIGNED FOR THE TYPE-1 OF COOKING APPLIANCE AND HOOD SERVED. C.PROVIDE FACTORY BUILT COMMERCIAL GREASE DUCT LISTED AND LABELED WITH UL-1978. IF NOT THEN KITCHEN EXHAUST DUCT SHALL BE CONSTRUCTED OF 0.048-INCH (NO.18 MSG) STEEL OR 0.036-INCH (NO. 20 MSG) STAINLESS STEEL. D.JOINTS, SEAMS AND PENETRATIONS OF GREASE DUCTS SHALL BE MADE WITH A CONTINUOUS LIQUID TIGHT WELD OR BRAZE MADE IN THE EXTERNAL SURFACE IF THE DUCT SYSTEMS. E.DUCT TO EXHAUST FAN CONNECTIONS SHALL BE FLANGED, GASKETED AND BOLTED TO THE INLET OF THE FAN FOR SIDE-INLET UTILITY FANS APPROVED FLEXIBLE CONNECTIONS MAY BE PROVIDED. F.A VIBRATION ISOLATION CONNECTOR FOR CONNECTING A DUCT TO A FAN SHALL CONSIST OF NON-COMBUSTIBLE PACKING IN A METAL SLEEVE JOINT OF APPROVED DESIGN OR SHALL BE A COATED-FABRIC FLEXIBLE DUCT CONNECTOR LISTED AND LABELED FOR THE APPLICATION. VIBRATION ISOLATION CONNECTORS SHALL BE INSTALLED ONLY AT THE CONNECTION OF A DUCT TO A FAN INLET OR OUTLET. G.GREASE DUCT BRACING AND SUPPORTS SHALL BE OF NON-COMBUSTIBLE MATERIAL SECURELY ATTACHED TO THE STRUCTURE AND DESIGNED TO CARRY GRAVITY AND SEISMIC LADS WITHIN THE STREET LIMITATIONS. BOLTS, SCREWS, RIVETS AND OTHER MECHANICAL FASTENERS SHALL NOT PENETRATE DUCT WALLS. H.THE CLEANOUTS FOR HORIZONTAL GREASE DUCT SHALL BE LOCATED ON THE SIDE OF THE DUCT WITH THE OPENING NOT LESS THAN 1.5" ABOVE THE BOTTOM OF THE DUCT AND NOT LESS THAN 1" BELOW THE TOP OF THE DUCT. I.GREASE DUCT SHALL BE PERMITTED TO BE ENCLOSED IN ACCORDANCE WITH APPLICABLE BUILDING CODE REQUIREMENT FOR SHAFT CONSTRUCTION. SUCH GREASE DUCT SYSTEM AND EXHAUST EQUIPMENT SHALL HAVE A CLEARANCE TO COMBUSTIBLE CONSTRUCTION NOT LESS THAN 18 INCHES AND SHALL HAVE A CLEARANCE TO NONCOMBUSTIBLE CONSTRUCTION AND GYPSUM WALLBOARD ATTACHED TO NONCOMBUSTIBLE STRUCTURES OF NOT LESS THAN 6 INCHES. J.PROVIDE 2 LAYERS OF 1.5" FIRE WRAP AROUND KITCHEN EXHAUST GREASE DUCTS. K.PROVIDE MANUAL PULL STATION IN EGRESS PATH IN CASE OF EMERGENCY FOR SHUTTING OFF HOOD AND FANS. KITCHEN EXHAUST NOTES: RTU-1 (3400) TEF-1 [70] BD Ø6 " 5 CDS-1 (530) CDS-1 (500) CDS-2 (390) CDS-2 (390) CDS-2 (390) CDS-2 (390) CDS-2 (390) CDS-1 (370) CDS-3 (50)Ø1 4 " Ø6" Ø14" Ø12" 16 " X 1 4 " 18" X 1 4 " Ø12" 14 " X 1 4 " Ø1 2 " D S 24"X12" HOOD-1 Ø12" Ø1 2 " T 1 2 3 4 6 7 P 9 8 10 MODIFY THE CEILING AS REQUIRED FOR EXHAUST DUCT & WRAP EXHAUST DUCT W/ STAINLESS STEEL FROM TOP OF HOOD TO CEILING. WAITING AREA KITCHEN SERVICE AREA RESTROOM WALK-IN COOLER Ø12" 24 " X 8 " CDR-1 [925] CDR-1 [750] 24"X8" Ø12" KITCHEN EXHAUST DUCT GOING UP CDR-1 [925] 14 " X 1 6 " AIR CURTAIN MARS AIR - STD236-1UA (REFER ELECTRICAL SET FOR LOAD) WATER HEATER BY PLUMBING CONTRACTOR NOTE: THE 800 CFM OF MAKE-UP AIR IS PROVIDED THROUGH THE RTU, MAINTAINING THE SPACE AT A POSITIVE PRESSURE. ADDITIONALLY, THE EXHAUST FAN WILL BE ELECTRICALLY INTERLOCKED WITH THE RTU TO ENSURE SIMULTANEOUS OPERATION. TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL FLOOR PLAN M-1.0 3 10 1 SCALE: 1/4"=1'-0" MECHANICAL FLOOR PLAN 1 1 2 12-26-2025 1.PROVIDE NEW ROOF TOP UNIT. PROVIDE FLEXIBLE CONNECTOR ON SUPPLY AND RETURN AIR DUCT CONNECTIONS. SET OUTSIDE AIR AS INDICATED ON ROOFTOP UNIT SCHEDULE. MECHANICAL CONTRACTOR SHALL SCRIBE INTO UNIT POSITION OF OUTSIDE AIR DAMPER AND LABEL OUTSIDE AIR VOLUME AND PERCENTAGE OF OUTSIDE AIR. TRANSITION AND CONNECT SUPPLY AND RETURN DUCTWORK FROM BELOW. COORDINATE ROUTING THROUGH STRUCTURAL TRUSSES AND OFFSET AS REQUIRED IN CURB SPACE. CONTRACTOR TO FIELD VERIFY EXACT LOCATION OF RTU ON SITE. 2.CONDENSATE DRAIN FROM RTUS SHALL BE CONVEYED TO AN APPROVED PLACE OF DISPOSAL. SUCH PIPING SHALL MAINTAIN A MINIMUM HORIZONTAL SLOPE IN THE DIRECTION OF DISCHARGE OF NOT LESS THAN THE 1/8TH UNIT VERTICAL IN 12 UNITS HORIZONTAL (1% SLOPE). CONDENSATE SHALL NOT DISCHARGE INTO A STREET, ALLEY OR OTHER AREAS SO AS TO CAUSE A NUISANCE. 3.ALL OUTSIDE AIR INTAKES ON THE ROOF SHALL BE MINIMUM 10 FT. AWAY FROM ANY EXHAUST SOURCE. 4.COORDINATE NEW UNITS ON ROOF WITH STRUCTURAL ENGINEER OR DRAWINGS. 5.Ø6" EXHAUST AIR DUCT FROM FIRST FLOOR TERMINATE WITH GOOSENECK AND BIRD SCREEN. MAINTAIN MINIMUM 10'-0" DISTANCE FROM ANY OUTSIDE AIR INTAKE SOURCE. 6.CONTRACTOR TO INSTALL NEW EXHAUST FAN AS PER MANUFACTURER'S RECOMMENDATION. EXHAUST FAN AND ROOF CURB PROVIDED BY THE KITCHEN EQUIPMENT SUPPLIER AND INSTALLED MECHANICAL CONTRACTOR. COORDINATE THE INSTALLATION OF ANY NEW STRUCTURAL SUPPORT AS REQUIRED. CONNECT EXHAUST DUCT FROM BELOW. MAINTAIN MIN 10'-0" DISTANCE FROM ANY OUTSIDE AIR INTAKE SOURCE ON ROOF. 7.12"Ø KITCHEN EXHAUST DUCT FROM BELOW. CONNECT EXHAUST DUCT TO KEF-1. 8.3"/5"Ø CONCENTRIC VENT FOR COMBUSTION AIR INTAKE/EXHAUST FROM GAS FIRED EQUIPMENT TO ROOF. TERMINATE AS PER MANUFACTURER RECOMMENDATION. MAINTAIN MINIMUM 10' DISTANCE FROM MECHANICAL AIR INTAKE. 9.WALK-IN COOLER CONDENSING UNIT TO BE INSTALLED ON ROOF OVER WALK-IN COOLER. COOLER PROVIDED BY OWNER, INSTALLED BY MECHANICAL CONTRACTOR. KEYED NOTES: # A.COORDINATE LOCATIONS AND SIZES OF ROOF OPENINGS WITH OWNER AND LL ROOFING CONTRACTOR. PROVIDE NEW OPENING IF REQUIRED AND CLOSE USED OPENINGS. B.EQUIPMENT SIZES, DIMENSIONS AND REQUIRED CONNECTIONS SHALL BE VERIFIED WITH THE ACTUAL EQUIPMENT SELECTED VENDOR DRAWINGS AND SITE BEFORE FABRICATION OF DUCTWORK, PIPING ETC. C.CONTRACTOR SHALL COORDINATE ALL ELECTRICAL REQUIREMENTS FOR ALL HVAC BASED ON ACTUAL EQUIPMENT SELECTED PRIOR TO INSTALLATION. D.CONTRACTOR SHALL COORDINATE EQUIPMENT WEIGHTS AND SUPPORTS BASED ON ACTUAL EQUIPMENT SELECTED. E.COORDINATE ALL EQUIPMENT WITH STRUCTURAL DRAWING. F.MAINTAIN ALL CODE AND MANUFACTURERS RECOMMENDED CLEARANCE AROUND ALL ROOF EQUIPMENT. G.ALL ROOF PENETRATION AND MEMBRANE ROOF REPAIRS ARE TO BE ACCOMPLISHED BY THE LANDLORD'S ROOFING CONTRACTOR FOR WARRANTY PURPOSES. H.ROOF REPAIR UNIT PRICES SHOULD BE SUBMITTED PRIOR TO COMMENCEMENT OF CONSTRUCTION. I.CONTRACTOR SHALL ENSURE THAT ALL NEW ROOFTOP MOUNTED EQUIPMENT IS INSTALLED WITHIN ANY EXISTING REINFORCED STRUCTURAL AREAS OR ZONE THAT ARE DESIGNATED FOR FUTURE MECHANICAL EQUIPMENT. COORDINATE WITH ALL EXISTING STRUCTURAL CONDITIONS PRIOR TO BEGINNING ANY WORK. GENERAL CONTRACTOR NEEDS TO COORDINATE WITH STRUCTURAL ENGINEER/ARCHITECT FOR ADDITIONAL BRACING OR SUPPORTS FOR NEW UNITS. J.CONTRACTOR TO COORDINATE WITH STRUCTURAL ENGINEER AND ADD BLOCKING TO ENSURE PROPER LOAD DISTRIBUTION ON EXISTING TRUSSES. MECHANICAL GENERAL NOTES: RTU-1 8.5 TONS WT.: 1200 LBS 10'-0" 10'-0" 4'-0" 4'-5" 3'-0" 7'-5" 3'-0"3'-0" KEF-1 [670] WT.: 130 LBS. Ø6" TOILET EXHAUST DUCT FROM DN 1 2 3 4 5 6 7 8 WALK IN COOLER CONDENSER 9 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL ROOF PLAN M-1.1 1 SCALE: 1/4"=1'-0" MECHANICAL ROOF PLAN 4 9 1 1 SUB-MAIN/BRANCH DUCTWORK OPPOSED BLADE VOLUME DAMPER (O.B.V.D.) 45° CLINCH COLLAR MAIN SUPPLY AIR DUCT SUB-MAIN/BRANCH DUCTWORK OPPOSED BLADE VOLUME DAMPER4" AIR FLOW 45° AIR FLOW MAIN DUCT N 3/4" D W1 O.B.V.D. AIR FLOW N = W1 X OR FURNISH THIS TYPE CONNECTION WHEN SINGLE LINE DUCTWORK IS INDICATED AS THIS W2 MAIN DUCT CFM BRANCH DUCT CFM 3'-0' NOTE: 2 1/2" SINGLE VANE ELBOW UP TO 36" IN WIDTH 1 1/8" SQUARE ELBOW UP TO 36" IN WIDTH SMALL DOUBLE VANE 2 1/4" LARGE DOUBLE VANE RUNNER DETAIL 3 1/4" SINGLE VANE ELBOW 36" OR WIDER 1"R 1 9/16" 4 1/2" R 2"R 8 1/4" SMALL DOUBLE VANE RUNNER DETAIL ELBOW 36" OR WIDER 90 4 1/2" R 90 DETAIL SINGLE VANE 1"R 2"R VANE DETAIL SMALL DOUBLE 2"R 4"R 90° LARGE DOUBLE VANE DETAIL LARGE DOUBLE VANE SQUARE STUD-WELDED PINS & CLIPS MAX. C 18" TYP. FIG. B 3"3" CLIPS (TYPICAL) PINS (TYPICAL) SPOT WELDED TO DUCTWORK FIG. A MAX. TYP. 18" TO BE TREATED WITH ADHESIVE ALL ENDS OF LINER LINING DUCT DUCT LINING (A.L.) FIG. C DUCT DUCTS TO BE ACOUSTICALLY LINED SHALL BE DESIGNATED BY THE SYMBOL IN FIG. "C" TO THE EXTENT OF LINING. THICKNESS SHALL BE AS SPECIFIED. DUCTS LINED WITH ACOUSTICAL MATERIAL SHOULD BE FASTENED WITH CLIPS, ADHESIVE, OR PINS NOTES: VOLUME DAMPER WITHIN DIFFUSER (FOR FINAL BALANCE ADJUSTMENT) ROUND DUCT FLEXIBLE OR RIGID EXTERNALLY INSULATED SPIN-IN FITTING WITH BALANCING DAMPER AND 45° EXTRACTOR (DAMPER USED FOR ROUGH BALANCING) METAL SUPPLY DUCT EXTERNALLY INSULATED INSULATE TOP OF DEVICE DIFFUSER CEILING 11 2" WIDE 22 GAUGE STEEL STRAP ATTACHED TO ROOF STRUCTURE TO PREVENT SAGGING. MINIMUM RADIUS SHALL BE AT LEAST THE DIAMETER OF THE DUCTWORK 20 " M I M . FLANGED CONN. BY H & V CONT'R COUNTER FLASHING 18 GAUGE ALUMINUM MAKE WATER TIGHT SECURE GOOSENECK & COLLAR TO ALUMINUM ANGLE IRON FRAME CURB 16 GA ALUMINUM GOOSENECK xx FRAME ( SECURE TO CURB ) BY 2"X2"X1/4" ANGLE IRON #10 B.I. COLLAR SUPPORTED FOOR, CURB & FLASHING BRACES (2) ALUMINUM ANGLES OPENING AREA 1 1/2 TIMES ALUMINUM ANGLE FRAME WIRE SCREEN WITH 1 1/4" 3/4" MESH ALUMINUM BY OTHERS DUCT AREA. 1 SCALE: N.T.S. TYPICAL GOOSENECK DETAIL 2 SCALE: N.T.S. ACOUSTIC LINING DETAIL 3 SCALE: N.T.S. LOW VELOCITY DUCTWORK ELBOW 5 SCALE: N.T.S. DIFFUSER CONNECTION DETAILS 6 SCALE: N.T.S. SUPPLY DUCT MAIN BRANCH TAP-OFF DETAILS ATTACHMENT TO STRUCTURE CEILING BY ARCHITECT. 5/16 THREAD ROD TO BUILDING STRUCTURE ADJUSTABLE MOUNTED FLANGES OUTLET DUCT BACK FAN HOUSING DRAFT DAMPER 4 SCALE: N.T.S. CEILING MOUNTED FAN DETAIL 8 SCALE: N.T.S. UP BLAST EXHAUST FAN DETAIL 40 " M I N I M U M SEE SCHEDULES FOR SIZE OF EXHAUST DUCT CURB (18"HIGH) PREFABRICATED ROOF TO VENTILATED PEDESTAL ANCHOR FAN SECURELY HINGED SUB-BASE EXHAUST DUCT W/ (2) LAYER OF 1.5" THICK FIRE WRAP SIDES OF DUCT AND CURB. 3" MINIMUM AIR SPACE BETWEEN CANT STRIP AS REQUIRED 16 GAUGE WELDED BLACK RIGID INSULATION ROOFING STEEL EXHAUST DUCT UPBLAST ROOF-MOUNTED GASKET EXHAUST FAN WITH REMOVABLE BIRD SCREEN OPTIONAL GREASE TRAP DRAIN TRAP NOTE: INSTALLATION SHALL BE IN ACCORDANCE WITH NFPA 96 REQUIREMENTS. ICC REPORT NUMBER - ICC-ES-ESR-1255 7 SCALE: N.T.S. FIRE BARRIER DUCT WRAP DETAILS TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL DETAILS M-2.0 5 10 2 4 4 1 SCALE: N.T.S. OVEN/HOOD DETAILS ROOF DROP CEILING ELECTRICAL SERVICE PANEL FINISHED FLOOR FIRE SUPRESSION SERVICE PANEL WELDED DUCT EXHAUST FAN FAN CURB DUCT WRAP ROOF FRAMING INSULATE CURB CAVITY WITH BATT INSUL CONDENSATE TRAP POWER WIRING UP THROUGH BASE OF UNIT,CONNECTS TO BREAKER/ DISCONNECT ON RTU CASE. SEE ELECTRICAL PLANS FOR FURTHER INFORMATION. FLEX CONNECTIONS, TYP. RETURN AIR THERMOSTAT WIRING SUPPLY AIR SD ROOF PENETRATION AND STRUCTURAL ROOF CURB, INCLUDE SMOKE DETECTORS AND ACCESS PANELS TO DETECTORS, PER LOCAL CODES. PROVIDE AND INSTALLED BY MECHANICAL CONTRACTOR AND WIRING SHALL BE DONE BY ELECTRICAL CONTRACTOR. SECURE CURB TO MIN. 3 X 3 X 1/4 ANGLE IRON WITH MIN. 3/8" BOLTS BY REQUIRED LENGTH WITH FENDER WASHERS, LOCK WASHERS & NUTS @ EA. SIDE OF FAN CURBS & 4 PER LONG SIDE OF ROOF TOP CURBS & 2 AT EA. SHORT END EQUALLY SPACED - START FROM CORNER A MIN. OF 6". ON ROOF TOP A/C CURBS. GENERAL CONTRACTOR SHALL PROVIDE STRUCTURAL PERIMETER FRAMING FOR EDGE SUPPORT OF CURB AS ILLUSTRATED IN THIS DETAIL FOR HURRICANE FASTENING ISOLATION GASKET - FULL PERIMETER OF CURB RTU OR FAN HVAC EQUIPMENT CURB PERIMETER FRAMING TIED TO STRUCTURE BY G.C. ACCEPTABLE FOR 170 MPH ZONE VERIFY ON SITE WITH GENERAL CONTRACTOR RIGID LEVELING MATERIAL (SHIM AS REQ. TO COMPENSATE FOR ROOF PITCH) BUILT UP CANT- BY G.C. #14 TEK SCREWS THRU UNIT RAIL, CURB, WOOD NAILER AND CURB BASE. NO MORE THAN 6" FROM EACH CORNER AND BETWEEN SCREWS. A/C UNIT RAIL OR FAN BASE FLANGE 3 SCALE: N.T.S. TYPICAL RTU INSTALLATION DETAIL2SCALE: N.T.S. RTU SCHEMATIC TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . MECHANICAL DETAILS & SCHEDULE M-2.1 6 10 NOTE: 1.COORDINATE WITH THE MANUFACTURER FOR EXACT DETAILS AND SPECIFICATIONS. 2.THE CONTRACTOR SHALL COORDINATE WITH THE EQUIPMENT MANUFACTURER AND ENSURE THAT THE REFRIGERANT CHARGE DOES NOT EXCEED THE VALUES MENTIONED ABOVE. 3.THIS CALCULATIONS AND DATA SHALL BE VERIFIED AND COORDINATED WITH THE EQUIPMENT MANUFACTURER. 1 2 12-26-2025 TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . HOOD DETAILS M-3.0 97 INSTALL PIPING TO CONSERVE BUILDING SPACE. DO NOT INTERFERE WITH USE OF BUILDING SPACE AND THE WORK OF OTHER TRADES. ALL PIPING RUN IN CEILING SHALL BE INSTALLED TIGHT TO THE STRUCTURE ABOVE. INSTALL PIPING TO ALLOW FOR EXPANSION AND CONTRACTION WITHOUT STRESSING PIPE, JOINTS OR CONNECTED EQUIPMENT. PROVIDE PIPE ANCHORS, GUIDES AND EXPANSION JOINTS OR LOOPS IN ALL HOT WATER AND HOT WATER CIRCULATING MAIN SUPPLY PIPING AND SEGMENTS OF SUCH PIPE THAT EXCEED 30'-0" IN LENGTH. IN ALL AREAS WITH FINISHED SURFACES, SYSTEM PIPING AND COMPONENTS SHALL BE CONCEALED ABOVE OR WITHIN FINISHED SURFACES. REDUCTIONS IN PIPE SIZES SHALL BE MADE WITH ONE-PIECE REDUCING FITTINGS. BUSHINGS ARE NOT ACCEPTABLE. USE FLANGED FITTINGS AT THE BASE OF RISERS. V TYP. HW DN CO SAN WC LAV CW CLEANOUT COLD WATER DOWN HOT WATER LAVATORY SANITARY TYPICAL VENT WATER CLOSET HWR HOT WATER RETURN FD FLOOR DRAIN N.I.C. NOT IN SCOPE 2.INSTALLATION 2.01 GENERAL A. ALL WORK WHICH REQUIRES DISRUPTION OF THE ROOFING SHALL BE DONE BY A CONTRACTOR CERTIFIED BY THE ROOFING MANUFACTURER AS REQUIRED TO MAINTAIN ANY EXISTING ROOF WARRANTIES. B. EXTERIOR INSTALLATIONS TO BE WEATHER PROOF IN ALL RESPECT. C. EXTERIOR MATERIALS AND EQUIPMENT SHALL BE PAINTED TO PREVENT CORROSION, COLOR PER ARCHITECT. D. COORDINATE THE PLUMBING WORK WITH ALL OTHER AFFECTED WORK AND THE CONSTRUCTION SCHEDULE. E. REAM PIPE AND TUBE ENDS. REMOVE BURRS. BEVEL PLAIN AND FERROUS END PIPE. F. REMOVE SCALE AND FOREIGN MATERIAL, FROM INSIDE AND OUTSIDE, BEFORE ASSEMBLY. G.PREPARE PIPING CONNECTIONS TO EQUIPMENT WITH FLANGES AND UNIONS. H. COORDINATION WITH THE WORK OF OTHER TRADES IS REQUIRED. PROVIDE OFFSETS IN PIPING SYSTEMS OR MINOR DEVIATIONS TO THE INDICATED PIPE ROUTING IN ORDER TO COORDINATE THE PLUMBING WORK WITH THE WORK OF ALL OTHER TRADES AND THE GENERAL BUILDING CONDITIONS. 3.TESTING A.AT THE COMPLETION OF THE PLUMBING WORK, COMPLETELY TEST THE ENTIRE INSTALLATION OF ALL SYSTEMS FOR PROPER OPERATION AND COMPLIANCE WITH APPLICABLE CODES AND LOCAL REQUIREMENTS. CORRECT ALL DEFICIENCIES FOUND. B.TESTING OF THE INSTALLED SYSTEMS SHALL BE MADE BY THE CONTRACTOR IN THE PRESENCE OF A REPRESENTATIVE OF THE OWNER. C.THE CONTRACTOR SHALL NOT COVER UP OR PERMANENTLY CONCEAL PIPING, DEVICES OR ANY PORTION OF NEWLY CONSTRUCTED PLUMBING SYSTEM(S) UNTIL SUCH SYSTEM, OR PORTION OF THE SYSTEM, HAS BEEN TESTED IN THE PRESENCE OF A REPRESENTATIVE OF THE OWNER AND INSPECTED BY THE LOCAL INSPECTOR AND APPROVED IN WRITING, EXCEPT PIPING PASSING THROUGH FLOORS, WALLS, PARTITIONS, OR BEAMS, FOR DISTANCES EQUAL TO THE THICKNESS OF SUCH FLOOR, WALL, PARTITION OR BEAM. D.THIS CONTRACTOR SHALL NOTIFY THE VARIOUS DEPARTMENTS, BUREAUS AND INDIVIDUALS AT LEAST TWO WEEKS IN ADVANCE OF THE TIME THAT THE TESTS ARE TO BE CONDUCTED. 1.BASIC PLUMBING REQUIREMENTS, MATERIALS AND METHODS 1.01 SCOPE A.PROVIDE ALL MATERIAL, TOOLS, SUPERVISION AND LABOR INCLUDING ALL MISCELLANEOUS AND INCIDENTAL ITEMS REQUIRED FOR COMPLETE AND OPERABLE PLUMBING INSTALLATIONS AS SHOWN OR DESCRIBED ON THE DRAWINGS AND IN THESE SPECIFICATIONS. B.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING AND NEW CONDITIONS AND MATERIALS WITHIN THE CONSTRUCTION AREA. ANY DAMAGE CAUSED BY THE CONTRACTOR SHALL BE REPAIRED TO THE OWNER'S SATISFACTION. C.OBTAIN ALL PERMITS, PAY ALL PERMIT FEES AND SCHEDULE ALL REQUIRED INSPECTIONS. COPIES OF ALL PERMITS AND INSPECTION CERTIFICATES SHALL BE FORWARDED TO THE OWNER FOR RECORD. D.THE GENERAL CONDITIONS OF THE CONTRACT AND ALL DIVISION 1 REQUIREMENTS APPLY TO THE WORK OF THIS SECTION. E.THE CONTRACTOR SHALL VISIT THE SITE PRIOR TO SUBMITTING BID TO DETERMINE CONDITIONS AND THE EXTENT OF THE WORK. BY COMMENCING WORK, THE CONTRACTOR ACKNOWLEDGES HIS CONFIRMATION OF ALL CONDITIONS AS ACCEPTABLE WITH REFERENCE TO HIS CONTRACT, SCOPE OF WORK AND BID PRICE SUCH THAT NO ADDITIONAL COMPENSATION SHALL BE FORTHCOMING FOR UNFORESEEN EXISTING CONDITIONS. F.IN ALL AREAS SUBJECT TO FREEZING CONDITIONS, THE CONTRACTOR SHALL PROVIDE FREEZE PROTECTION FOR ALL DOMESTIC WATER PIPING INSTALLED UNDER HIS CONTRACT. G.ALL ELECTRICAL REQUIREMENTS SHALL BE COORDINATED WITH THE CONTRACTOR FOR ELECTRICAL WORK. THIS CONTRACTOR IS RESPONSIBLE FOR ALL LOW VOLTAGE WIRING FOR EQUIPMENT INSTALLED UNDER HIS CONTRACT. THE CONTRACTOR FOR ELECTRICAL WORK IS RESPONSIBLE FOR LINE VOLTAGE POWER WIRING ONLY. H.COLOR AND FINISH SELECTIONS FOR ALL MATERIALS, INCLUDING PAINTING OF PIPING, SHALL BE AS DIRECTED AND/OR APPROVED BY THE ARCHITECT. I.MINOR DETAILS NOT SHOWN OR SPECIFIED, BUT NECESSARY FOR THE PROPER AND ACCEPTABLE CONSTRUCTION, INSTALLATION OR OPERATION OF ANY PART OF THE WORK AS DETERMINED BY THE ENGINEER SHALL BE INCLUDED AS IF SPECIFIED OR INDICATED ON THE DRAWINGS. J.THIS CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIREMENTS FOR THE INSTALLATION, CONNECTION, EXTENSION OR MODIFICATION TO ALL UTILITY SERVICES WITH RESPECTIVE PROVIDERS INCLUDING PAYMENT OF ALL ASSOCIATED FEES. K.THE CONTRACTOR IS RESPONSIBLE FOR ALL PAINTING ASSOCIATED WITH CUTTING AND PATCHING. ALL PAINTING IN AREAS WITH COMPLETE FINISH RENOVATIONS SHALL BE PROVIDED BY THE GENERAL CONTRACTOR. 1.02 SUBMITTALS A.SUBMITTAL REQUIREMENTS SHALL BE COORDINATED WITH THE ARCHITECT AND AUTHORITIES HAVING JURISDICTION. UNLESS OTHERWISE DIRECTED, CONTRACTOR SHALL PROVIDE SUBMITTALS AS LISTED BELOW. 1.PIPE AND FITTINGS 2.VALVES 3.HANGERS AND SUPPORTS 4.PLUMBING PIPING LAYOUT 5.TESTS 6.PLUMBING FIXTURES 7.WATER HEATERS & ACCESSORIES 8.MIXING VALVES 9.ALL SCHEDULED PLUMBING EQUIPMENT B.SUBMITTALS FROM SUPPLIERS OR MANUFACTURERS WHICH DO NOT BEAR THE STAMP OF THE SUBMITTING CONTRACTOR INDICATING THAT THE CONTRACTOR HAS REVIEWED THE SUBMITTAL FOR CONFORMANCE WITH THE PROJECT REQUIREMENTS WILL BE RETURNED REJECTED. C.THE ENGINEER'S REVIEW OF SUBMITTALS IS A COURTESY WHICH DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMING WITH THE CONSTRUCTION DOCUMENTS, REGARDLESS OF THE ACTION INDICATED BY THE SHOP DRAWINGS STAMP. D.REVIEW OF SHOP DRAWINGS BY THE ENGINEER SHALL BE LIMITED TO THE INITIAL REVIEW, AND A SECOND REVIEW OF ANY REQUIRED RESUBMITTED DATA. IF THE ENGINEER IS REQUIRED TO REVIEW SHOP DRAWINGS FOR A THIRD (OR MORE) SUBMISSION OF THE SAME ITEM, THE CONTRACTOR SHALL BE LIABLE FOR COMPENSATING THE ENGINEER FOR THESE SUBSEQUENT REVIEWS AS PER THE ENGINEER'S CURRENT HOURLY RATE SCHEDULE. E.SUBMIT PROOF OF APPROVAL AND/OR CONFIRMATION OF SATISFACTORY TEST RESULTS TO THE OWNER AND THE ARCHITECT. F.SUBMIT TO THE OWNER'S MAINTENANCE PERSONNEL OPERATION AND MAINTENANCE DATA FOR ALL SYSTEM COMPONENTS, SERVICING REQUIREMENTS, INSPECTION DATA, REPLACEMENT PART NUMBERS AND AVAILABILITY AND CONTACT INFORMATION FOR SERVICE/SUPPLY COMPANY. G.FOR ALL BELOW GRADE PIPING WHERE ACTUAL INSTALLATION DEVIATES FROM CONSTRUCTION DRAWINGS, THE CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS INDICATING BELOW GRADE PIPE LOCATIONS DIMENSIONED TO NEAREST COLUMN LINES. H.RECORD AS-BUILT DRAWINGS SHALL BE SUPPLIED TO THE OWNER/TENANT AFTER COMPLETION OF THE WORK SHOWING ANY ALTERATIONS, ADDITIONS AND/OR DELETIONS TO THE SYSTEM(S) INSTALLED. 1.03 SUBSTITUTIONS A.ALL EQUIPMENT SHALL BE PRODUCTS OF THE SPECIFIED MANUFACTURER OR MANUFACTURERS. ALL BIDS SHALL BE BASED ON THE SPECIFIED MANUFACTURER OR MANUFACTURER'S EQUIPMENT. FOR SUBSTITUTIONS OF OTHER MANUFACTURER'S EQUIPMENT TO BE CONSIDERED, THE SUBSTITUTION MUST BE INDICATED PRIOR TO BIDDING WITH THE REASON FOR THE PROPOSED SUBSTITUTION IDENTIFIED, AND THE PROPOSED CREDIT TO THE OWNER INDICATED. THE ENGINEER SHALL DETERMINE THE ACCEPTABILITY OF ANY PROPOSED SUBSTITUTIONS. B.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR COORDINATING THE WORK OF OTHER TRADES WHICH MAY BE AFFECTED BY SUBSTITUTIONS, INCLUDING ALL RELATED COSTS. P-0.1 PLUMBING NOTES, SYMBOLS, ABBREVIATIONS & SPECIFICATIONS P-0.2 PLUMBING SITE PLAN AND SPECIFICATIONS P-1.0 PLUMBING WATER & GAS FLOOR PLAN P-1.1 PLUMBING SANITARY FLOOR PLAN P-2.0 PLUMBING DETAILS P-3.0 PLUMBING SCHEDULE & RISER DIAGRAMS P-4.0 TITLE 24 WHEN THE WATER PIPING SYSTEM IS COMPLETE, THOROUGHLY FLUSH ALL DIRT, SEDIMENT, SOLDER, ETC., OUT OF THE SYSTEM, REMOVING ALL STRAINERS, VALVE STEM SEATS, ETC., REQUIRED TO ACCOMPLISH THE FLUSHING. AT ALL INDIRECT WASTE DRAINS, MAINTAIN AIR GAP AS REQUIRED BY CODE. INSTALL SLEEVES FOR ALL PIPES WHICH PASS THROUGH WALLS, FLOORS, AND CEILINGS. WHERE PIPES ARE TO BE INSULATED, THE SLEEVE SHALL BE LARGE ENOUGH TO ACCOMMODATE INSULATION. SLEEVES SHALL BE FLUSH WITH FINISHED SURFACES AT BOTH ENDS. ON FINISHED SURFACES IN EXPOSED AREAS PROVIDE ESCUTCHEONS COMPATIBLE WITH FINISH. E. F. N. O. P. 2.02 ABOVE GRADE A.INSTALL PLUMBING PIPING IN ACCORDANCE WITH RECOGNIZED INDUSTRY PRACTICES TO ENSURE THAT PIPING COMPLIES WITH REQUIREMENTS AND SERVES INTENDED PURPOSES. B.ROUTE PIPING IN AN ORDERLY MANNER, PLUMB AND PARALLEL TO BUILDING STRUCTURE. MAINTAIN GRADIENT. SLOPE PIPING AND ARRANGE SYSTEMS TO DRAIN. IN DOMESTIC WATER SYSTEMS, PROVIDE DRAIN VALVES AT MAIN SHUT-OFF VALVES AND ALL LOW POINTS IN PIPING. C.USE EXISTING CONNECTIONS AT MAINS WHERE AVAILABLE FOR NEW BRANCH PIPING. LOCATE ALL RISERS AND PIPING BEFORE CONSTRUCTION COMMENCES AND TAKE CARE NOT TO DAMAGE SAME. ANY DAMAGE OCCURRING TO THE EXISTING PIPING WILL BE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. VENT PENETRATIONS THROUGH THE ROOF SHALL BE FLASHED. IF WATER PRESSURE EXCEEDS 80 PSI, A WATER PRESSURE REDUCING VALVE SHALL BE INSTALLED IN WATER PIPING AT CONNECTION TO MAIN. PIPE BACKFLOW PREVENTER DRAINS TO FLOOR DRAIN OR OTHER APPROVED INDIRECT WASTE SOURCE. PROVIDE ACCESS DOORS/PANELS FOR SERVICE AND ACCESS TO ALL VALVES AND OTHER SYSTEM COMPONENTS ENCLOSED IN WALLS AND CEILINGS. ACCESS DOORS SHALL BE FURNISHED BY THIS CONTRACTOR, INSTALLED BY THE GENERAL CONTRACTOR. ALL FIXTURES REQUIRING VACUUM BREAKERS SHALL BE EQUIPPED WITH INTEGRAL VACUUM BREAKERS. ANY PENETRATIONS THROUGH FIRE RATED PARTITIONS, FLOORS, OR CEILINGS SHALL BE STEEL SLEEVED AND SEALED WITH 3M BRAND UL RATED FIRE BARRIER CAULK OR APPROVED EQUAL. I. J. K. L. M. H. 1.05 DEFINITIONS A.FURNISH: TO PURCHASE, PROCURE, ACQUIRE AND DELIVER, COMPLETE WITH RELATED ACCESSORIES. B.INSTALL: TO ERECT, MOUNT AND CONNECT, COMPLETE WITH RELATED ACCESSORIES. C.PROVIDE: TO FURNISH AND INSTALL. D.PLUMBING CONTRACTOR, THE CONTRACTOR, THIS CONTRACTOR: THE CONTRACTOR FOR PLUMBING WORK WHICH IS SPECIFIED HEREIN AND SHOWN ON THESE DRAWINGS. 1.06 DRAWINGS A.THE DRAWINGS ARE DIAGRAMMATIC AND ARE INTENDED TO ILLUSTRATE THE GENERAL ARRANGEMENT AND ROUTING OF PIPING AND GENERAL LOCATIONS OF EQUIPMENT. PRECISE LOCATIONS OF EQUIPMENT, RISERS AND STACKS, AND ROUTING AND ELEVATION OF ALL PIPING SYSTEMS SHALL BE COORDINATED IN THE FIELD WITH THE ARCHITECT, ARCHITECTURAL DRAWINGS, THE WORK OF OTHER TRADES, EXISTING AND NEW BUILDING CONDITIONS AND/OR THE PREFERENCES OF THE OWNER/TENANT AS CONSTRUCTION PROCEEDS. ALL PIPING SHALL BE INSTALLED CONCEALED IN FINISHED SPACES, UNLESS NOTED OTHERWISE. B.PROVIDE ALL NECESSARY INCIDENTAL MATERIALS AND ACCESSORIES REQUIRED TO MAKE THE WORK COMPLETE IN ALL RESPECTS, EVEN IF NOT PARTICULARLY SHOWN OR SPECIFIED. C.REFER TO PLUMBING EQUIPMENT/FIXTURE SCHEDULE ON THE DRAWINGS FOR ALL FIXTURE AND EQUIPMENT SPECIFICATIONS. D.REFER TO FIXTURE CONNECTION SIZE SCHEDULE FOR ALL FIXTURE ROUGHING SIZE REQUIREMENTS. E.VERIFY ALL INDICATED CONDITIONS BEFORE STARTING WORK AND REPORT ANY DISCREPANCIES. THE DRAWINGS REFLECT CONDITIONS WHICH CAN BE REASONABLY INTERPRETED FROM THE EXISTING VISIBLE CONDITIONS OR FROM DRAWINGS AND INFORMATION FURNISHED BY THE OWNER. F.LOCATE ALL FIXTURES AND EQUIPMENT AS PER THE FINAL ARCHITECTURAL DRAWINGS. 1.07 PRODUCTS A. SANITARY AND VENT PIPING: 1.ABOVE GRADE PIPING SHALL BE HUB AND SPIGOT CAST IRON PIPE AS PER ASTM A74 WITH STAINLESS STEEL COUPLINGS AND ELASTOMERIC GASKETS WITH A MINIMUM 4 BANDS PER COUPLING. 2.SLOPE OF DRAINAGE SYSTEM SHALL BE 1/8" PER FOOT OF RUN FOR PIPE OVER 3" (I.D.) AND 1/4" PER FOOT OF RUN FOR PIPE 3" AND SMALLER (I.D.). VENT PIPING SHALL BE PITCHED TO DRAIN. 3.ALL CAST IRON SOIL PIPE AND FITTINGS SHALL BE MARKED WITH THE COLLECTIVE TRADEMARK OF THE CAST IRON SOIL PIPE INSTITUTE (CISPI) AND BE LISTED BY NSF INTERNATIONAL. B.DOMESTIC WATER PIPING: 1.ABOVE GRADE WATER PIPING SHALL BE TYPE 'L' HARD-DRAWN COPPER TUBE. 2.FITTINGS IN DOMESTIC WATER PIPING SHALL BE COPPER OR COPPER ALLOY 3.JOINTS SHALL BE MADE WITH LEAD-FREE SOLDER. 4.THE ENTIRE DOMESTIC WATER DISTRIBUTION SYSTEM SHALL BE INSULATED INCLUDING ALL VALVES, FITTINGS, ETC. 5.COMPLY WITH NSF 61 FOR MATERIALS FOR WATER-SERVICE PIPING AND SPECIALTIES FOR DOMESTIC WATER. 6.INSULATION REQUIREMENT SHOULD COMPLY WITH CALIFORNIA STATE ENERGY CODE 2022. REFER BELOW TABLE FOR MINIMUM PIPE INSULATION THICKNESS ACC. TO CALIFORNIA PLUMBING CODE 2022 TABLE 120.3-A. 7.AS PER 2022 CALIFORNIA ENERGY CODE 110.3(C)4A, AIR RELEASE VALVE OR VERTICAL PUMP SHALL BE INSTALLED ON RECIRCULATION LOOP PIPING ON THE INLET SIDE OF RECIRCULATION PUMP. 8.AS PER 2022 CALIFORNIA ENERGY CODE 110.3(C)4B, CHECK VALVE OR SIMILAR DEVICE SHALL BE LOCATED BETWEEN THE RECIRCULATION PUMP AND THE WATER HEATING EQUIPMENT TO PREVENT WATER FROM FLOWING BACKWARDS THROUGH THE RECIRCULATION PUMP. 9.AS PER 2022 CALIFORNIA ENERGY CODE 110.3(C)4D, ISOLATION VALVES SHALL BE INSTALLED ON BOTH SIDES OF THE PUMP. 10.AS PER 2022 CALIFORNIA ENERGY CODE 110.3(C)4E, COLD WATER AND RECIRCULATION LOOP PIPING SHALL NOT BE CONNECTED TO THE HOT WATER STORAGE TANK DRAIN PORT. 11.AS PER 2022 CALIFORNIA ENERGY CODE 110.3(C)4F, CHECK VALVE INSTALLED ON COLD WATER SUPPLY BETWEEN HOT WATER SYSTEM AND NEXT CLOSETS TEE ON COLD WATER SUPPLY. G. 1.ALL PLUMBING SYSTEMS (SANITARY WASTE, VENT, WATER) AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED, OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE. 2.INSTALLATION OF UNDERGROUND PIPING SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE SECTION 704. 3.PROTECTION OF PIPING AND PLUMBING SYSTEM COMPONENTS AS PER 2022 CALIFORNIA PLUMBING CODE SECTION 312.0. 4.TRENCHING, EXCAVATION AND BACKFILL AS PER 2022 CALIFORNIA PLUMBING CODE SECTION 314. 5.RODENT PROOFING AS PER 2022 CALIFORNIA PLUMBING CODE 312.12. 6.MATERIALS USED IN PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE SECTION PC 301.3, 313.2, 604, 605.16, 701.2, 803.1 AND 903.0. 7.DEEP SEAL TRAPS FOR FLOOR DRAINS SHALL BE PROVIDED AS PER 2022 CALIFORNIA PLUMBING CODE SECTION 1002, AND CLEAN-OUTS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 707. 8.VERTICAL AND HORIZONTAL PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE SECTION 313. 9.WATER SUPPLY SYSTEMS SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE CHAPTER 6 SECTION 601-603, 604, 605, 606, 607, 608, 610. 10.THE SANITARY DRAINAGE SYSTEM SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE CHAPTER 7 SECTION 701, 704, 705, 706, 707, 708, 711. 11.VENT PIPING FOR THE SANITARY DRAINAGE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE CHAPTER 9 SECTIONS 901-12. 12.INSPECTION AND TESTING OF PLUMBING SYSTEMS SHALL BE IN ACCORDANCE WITH 2022 CALIFORNIA PLUMBING CODE CHAPTER 1, DIVISION II, SECTION 105.2-3. Q. C. HANGERS AND SUPPORTS: 1.HANGERS SHALL BE STANDARD STEEL, MALLEABLE OR WROUGHT IRON, AS MANUFACTURED BY GRINNELL OR APPROVED EQUAL, SUITABLE FOR THE TYPE OF CONSTRUCTION. PIPING SHALL NOT BE HUNG FROM OTHER PIPE. 2.SECTIONS OF INDIVIDUAL PIPE RUNS SHALL BE SUPPORTED BY CLEVIS HANGERS. 3.ALL EQUIPMENT SHALL BE PROVIDED WITH APPROVED SUPPORTS. 4.PROVIDE SEISMIC RESTRAINTS IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND STANDARDS AND THE REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. 5.SUPPORTS SHALL BE PROVIDED IN STRICT ACCORDANCE WITH THE RECOMMENDATIONS OF THE PIPING MANUFACTURER. D. VALVES: 1.PROVIDE GATE VALVES, BUTTERFLY OR BALL VALVES FOR SHUT-OFF DUTY ON MAIN AND BRANCH SUPPLY LINES. FOR ALL PIPE RUNS 2" AND SMALLER, PROVIDE BALL FOR ALL PIPE RUNS LARGER THAN 2" AND SMALLER THAN 4", PROVIDE GATE VALVES. PIPING 4" AND LARGER, PROVIDE BUTTERFLY VALVES FOR SHUT-OFF DUTY. 2.ALL FIXTURES WITH THE EXCEPTION O FLUSHOMETER-EQUIPPED WATER CLOSETS AND URINALS SHALL HAVE STOP VALVES TO CONTROL SUPPLY TO THE FIXTURE. WHERE SUPPLIES ARE EXPOSED PROVIDE CHROME-PLATED STOPS WITH CHROME-PLATED ESCUTCHEONS ON PIPING PENETRATIONS. 3.ALL PLUMBING FIXTURES AND EQUIPMENT TO HAVE SHUT-OFF VALVES ON SUPPLY LINES. 4.ALL BRANCH LINES TO HAVE SHUT-OFF VALVES. 5.ALL VALVES SHALL BE ACCESSIBLE.PROVIDE ACCESS DOORS WHERE REQUIRED FOR VALVE ACCESS. 6.PROVIDE GLOBE VALVES FOR THROTTLING/BALANCING OF THE HOT WATER CIRCULATING SYSTEM. L. WHEN CONNECTING TO EXISTING STACKS AND RISERS, PROVISION IS TO BE MADE FOR FUTURE CONNECTIONS BY PROVIDING CAPPED AND VALVED OUTLETS ON DOMESTIC WATER RISERS AND PLUGGED OUTLETS ON THE SANITARY AND VENT STACKS. E.ALL DEFECTIVE PARTS SHALL BE REPLACED OR CORRECTED BY THIS CONTRACTOR AND AN EXTRA TEST OR TESTS SHALL BE MADE UNTIL THE OPERATION IS SATISFACTORY. ALL ARRANGEMENTS AND EXPENSES NECESSARY TO CONDUCT ALL TESTS REQUIRED BY THESE SPECIFICATIONS AND THE VARIOUS AGENCIES HAVING JURISDICTION OVER THE WORK INSTALLED UNDER THIS CONTRACT SHALL BE MADE BY THIS CONTRACTOR. NO EXTRA COMPENSATION WILL BE ALLOWED FOR THESE TESTS, THE COST THEREOF BEING INCLUDED IN THE LUMP SUM BID FOR THIS CONTRACT. F.WHERE ANY EVIDENCE OF STOPPAGE IS FOUND IN PIPING OR EQUIPMENT, THIS CONTRACTOR SHALL DISCONNECT, CLEAN, REPAIR AND RECONNECT ALL OBSTRUCTED PIPING OR EQUIPMENT AND SHALL ALSO PAY FOR ALL NECESSARY CUTTING AND REPAIRS TO ADJOINING WORK. G.ALL PIPING AND EQUIPMENT SHALL BE THOROUGHLY CLEANED INSIDE AND OUT, OF DIRT, CUTTINGS, OILS AND OTHER FOREIGN SUBSTANCES AND SHALL BE LEFT CLEAN. H.ALL REQUIRED TESTS SHALL BE WITNESSED BY LOCAL AUTHORITIES AND THE OWNER'S REPRESENTATIVE. J.ALL EQUIPMENT WILL BE FACTORY TESTED. I.CONTRACTOR SHALL IDENTIFY TO THE OWNER'S REPRESENTATIVE ANY LEAKS OR DAMAGE THAT OCCURS AS A RESULT OF SYSTEM TESTING. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO LIMIT ANY POTENTIAL DAMAGE. CORRECTIVE ACTION REQUIRED AS A RESULT OF TESTING SHALL BE PERFORMED IMMEDIATELY AND AT THE CONTRACTOR'S EXPENSE. K.REPORT IN WRITING TO AUTHORITIES HAVING JURISDICTION, THE ARCHITECT AND THE OWNER THE RESULTS OF ALL TESTING. L.TESTING REQUIREMENTS a.TEST ALL DOMESTIC WATER PIPING HYDROSTATICALLY TO 125 PSIG. b.HYDROSTATIC TEST PRESSURES SHALL REMAIN CONSTANT WITH NO VARIATION FOR 120 MINUTES. c.TESTS SHALL BE WITNESSED BY THE BUILDING ENGINEER. d.THE PLUMBING CONTRACTOR WILL BE HELD RESPONSIBLE FOR ALL DAMAGE DUE TO TEST FAILURES AND LEAKAGE IN THE TEST AREA AND ADJACENT TENANT OR ESB SPACES. M.REFILL ENTIRE POTABLE HOT AND COLD WATER SUPPLY SYSTEM WITH CHLORINE SOLUTION (HTH OLIN CHEMICAL CORP.) AT A STRENGTH TO MEET STANDARDS OF THE DEPARTMENT OF HEALTH, AND FOR A PERIOD OF RETENTION AS STIPULATED. N.THOROUGHLY FLUSH PIPING SYSTEM WITH FRESH WATER IMMEDIATELY PRIOR TO FINAL ACCEPTANCE. I. NO DOMESTIC WATER PIPING SHALL BE INSTALLED IN UNHEATED SPACES. J. PRIOR TO DISCONNECTING AND CONNECTING NEW WORK TO EXISTING SYSTEMS, THE PLUMBING CONTRACTOR SHALL NOTIFY THE PROPERTY MANAGER AND OFFER A PROPOSED SCHEDULE OF WORK. ESB WILL AUTHORIZE CONNECTIONS AND COORDINATE NECESSARY SHUT DOWNS AND DRAIN DOWNS AS REQUIRED. SHUT DOWNS AND DRAIN DOWNS MAY BE PERFORMED BY THE PLUMBING CONTRACTOR ONLY AFTER RECEIVING ESB AUTHORIZATION, AND SHOULD BE PERFORMED UNDER SUPERVISION OF ESB PERSONNEL. THREE (3) DAYS ADVANCE NOTICE TO THE PROPERTY MANAGER IS REQUIRED. K. THE PLUMBING CONTRACTOR IS ADVISED THAT DUE TO THE NATURE OF THE OPERATIONS AND TENANT REQUIREMENTS, CONNECTIONS TO EXISTING SYSTEMS MAY HAVE TO BE MADE AFTER REGULAR WORKING HOURS. THE PROPERTY MANAGER WILL ADVISE THE PLUMBING CONTRACTOR OF THE TIME CONSTRAINTS UPON RECEIPT AND APPROVAL OF THE PLUMBING CONTRACTOR'S REQUEST FOR SHUT DOWN AND CONNECTION TO EXISTING SYSTEMS. PLUMBING ABBREVATIONS PLUMBING SYMBOL LIST PLUMBING SPECIFICATIONS PLUMBING DRAWING LIST BUILDING DEPARTMENT PLUMBING NOTES MINIMUM PIPE INSULATION THICKNESS FLUID OPERATING TEMPERATURE RANGE AND USAGE (°F) INSULATION CONDUCTIVITY CONDUCTIVITY BTU.IN./ (H.FT2.°F) MEAN RATING TEMPERATURE, °F NOMINAL PIPE OR TUBE SIZE (INCHES) <1 1 to < 1½ 1½ to < 4 4 to < 8 105-140 40-60 0.21-0.28 0.21-0.27 100 75 1.0 1.0 1.5 1.5 1.5 1.0 1.0 1.00.50.5 141-200 0.25-0.29 125 1.5 1.5 2 2 2 >8 GW GREASE WASTE ET EXPANSION TANK RCP RECIRCULATING PUMP G GAS P-TRAP PIPE UP PIPE DROP PLUGGED OUTLET/CLEANOUT POINT OF CONNECTION SANITARY SEWER (ABOVE FLOOR) VENT PIPING COLD WATER PIPING HOT WATER PIPING HOT WATER RETURN PIPING SANITARY SEWER (UNDERGROUND)SAN SHUT-OFF VALVE ANGLE VALVE RECIRCULATION PUMP BALANCING VALVE EX.SAN EXISTING SANITARY SEWER (UNDERGROUND) CLEANOUT EXISTING COLD WATER PIPING EXISTING GAS WATER PIPING GW GREASE WASTE (UNDERGROUND) FW FILTER WATER PIPING V GAS PIPINGG CW HW EX.CW EX.G HWR SAN A.2022 CALIFORNIA BUILDING CODE B.2022 CALIFORNIA MECHANICAL CODE C.2022 CALIFORNIA PLUMBING CODE D.2022 CALIFORNIA FIRE CODE E.2022 CALIFORNIA ELECTRICAL CODE F.2022 CALIFORNIA ENERGY CODE. APPLICABLE CODES GAS SHOT OFF VALVE EXPANSION TANK MS MOP SINK SB SAMPLE BOX EX. GW EXISTING GREASE WASTE (UNDERGROUND) TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . PLUMBING NOTES, SYMBOLS, ABBREVATIONS, & SPECIFICATIONS 1 7 P-0.1 2 2 2 12-22-2025 4.WARRANTY A.EQUIPMENT, MATERIALS AND WORKMANSHIP FURNISHED UNDER THIS CONTRACT SHALL BE GUARANTEED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR SHALL KEEP THE WORK IN GOOD REPAIR FOR ONE YEAR AFTER THE DATE OF FINAL APPROVAL. THE CONTRACTOR SHALL, AT HIS OWN EXPENSE, PROMPTLY CORRECT AND REPAIR ANY AND ALL BREAKS, FAILURES OR WEAR DUE TO FAULTY MATERIALS, WORKMANSHIP OR EQUIPMENT. ALL SETTLEMENTS OF SURFACES THAT MAY OCCUR WITHIN THAT PERIOD SHALL ALSO BE PROMPTLY REPAIRED. B. GAS TANKLESS WATER HEATERS 1.TANKLESS WATER HEATERS SHALL HAVE 150 PSI WORKING PRESSURE AND BE EQUIPPED WITH EXTRUDED HIGH DENSITY ANODE. 2.ALL INTERNAL SURFACES OF THE HEATER EXPOSED TO WATER SHALL BE GLASS-LINED WITH AN ALKALINE BORO SILICATE COMPOSITION THAT HAS BEEN FUSED-TO-STEEL BY FIRING AT A TEMPERATURE RANGE OF 1400°F TO 1600°F. 3.ELECTRIC HEATING ELEMENTS SHALL BE LOW WATT DENSITY GOLDENROD 1" SCREW-IN TYPE. 4.EACH ELEMENT SHALL BE CONTROLLED BY AN INDIVIDUALLY MOUNTED THERMOSTAT AND HIGH TEMPERATURE CUT-OFF SWITCH. ALL INTERNAL CIRCUITS SHALL BE FUSED. THE OUTER JACKET SHALL BE OF BAKED ENAMEL FINISH AND SHALL BE PROVIDED WITH FULL SIZE CONTROL COMPARTMENT FOR PERFORMANCE OF SERVICE AND MAINTENANCE THROUGH HINGED FRONT PANEL AND SHALL ENCLOSE THE TANK WITH FOAM INSULATION. ELECTRICAL JUNCTION BOX WITH HEAVY DUTY TERMINAL BLOCK SHALL BE PROVIDED. THE DRAIN VALVE SHALL BE LOCATED IN THE FRONT FOR EASE OF SERVICING. GAS PIPING NOTES: 1.GAS PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 2022 CALIFORNIA PLUMBING CODE. 2.GAS PIPING SHALL BE TESTED IN ACCORDANCE WITH THE PROCEDURES SCRIBED IN NFPA NO 54. ANY OTHER TEST AS REQUIRED BY THE LOCAL GAS INSPECTION DEPARTMENT OR GAS COMPANY SHALL ALSO BE PERFORMED. 3.MINIMUM GAS PIPING SIZING SHALL BE 3/4". 4.GAS PIPING COLOR/LABELS: EXTERIOR: A.LABEL ALL GAS PIPING "GAS/PRESSURE ON PIPE AT 5'-0" CENTERS. B.COLOR:ON ROOF PAINT WITH TWO COATS OF YELLOW ENAMEL, ON VERTICAL WALLS PAINT TO MATCH WALL COLOR. INTERIOR: A. LABEL ALL GAS PIPING "GAS/PRESSURE", SPACING AND COLOR PER ANSI/ASME A13.1 CODE REQUIREMENTS. 5.GAS PIPING SUPPORTS: EXTERIOR: A. PIPING ROUTED ON ROOF SHALL BE STRAPPED TO MANUFACTURED SUPPORTS "QUICK-BLOCK" OR EQUAL. GAS SUPPORTS SPACED PER NFPA 54 7.2.5.2. INTERIOR: A. PIPING TO BE SUPPORTED BY CLEVIS HANGERS W/ THREADED ROD OR UNI-STRUT SYSTEM. GAS SUPPORTS SPACED PER NFPA 54 7.2.5.2. 6.GAS VALVES SHALL BE ANSI/CSA APPROVED, 125 PSI RATED, 2 PIECE, FULL PORT, BALL VALVES W/BRASS BODY AND BALL. PROVIDE W/ LEVER HANDLE. 7.PROVIDE UNIONS, FLANGES OR COUPLINGS AT CONNECTION TO ALL VALVES AND EQUIPMENT. DO NOT USE DIRECT WELDED OR THREADED CONNECTIONS TO VALVES, EQUIPMENT OR OTHER APPARATUS. 8.PROVIDE NON-CONDUCTING DIELECTRIC UNIONS WHENEVER CONNECTING DISSIMILAR METALS. 9.PROVIDE DIRT LEG, GAS VALVE AND GAS REGULATOR AT EACH PIECE OF EQUIPMENT INSTALLED IN ACCESSIBLE LOCATION WITH-IN 36" OF EQUIPMENT. USE VENT-LESS REGULATORS INDOORS WHEN POSSIBLE. ROUTE VENTED REGULATOR VENTS TO EXTERIOR. SUITE A ELECT. RM. SUITE E SUITE D SUITE C SUITE B RISER RM. G EX. 2"CWEX. 2"CW EX. 4"SANEX. 4"SAN EX . 4 " G W EX . 4 " G W EX. GCO EX. SB NEW GAS METER LOCATION G EX. 4"GW EX. 4"GW EX . 4 " G W EX . 4 " S A N GI-E TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . PLUMBING SITE PLAN AND SPECIFICATIONS 2 7 P-0.2 1/8" = 1'-0" PLUMBING SITE PLAN1 2 2 12-22-2025 # WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" TANKLESS WATER HEATER CALCULATIONS FIXTURE 3 COMPARTMENT SINK QUANTITY 2 PER FIXTURE FLOW RATE (GPM) TOTAL 1 2.001 HAND SINK 0.5 1.003 TOTAL FLOW RATE (GPM) SR. NO. 02 2 6 1 COMPARTMENT SINK 1 1 1.0 1.CONNECT NEW 1" CW PIPING TO THE EXISTING COLD WATER STUB IN SPACE WITH NEW WATER METER AND NEW BACKFLOW PREVENTOR. CONTRACTOR TO FIELD VERIFY THE SIZE, ROUTING AND LOCATION OF EXISTING CW LINE. 2.PROVIDE A TEMPERATURE MIXING VALVE FOR HAND SINK AND LAVATORY. SET TEMPERATURE TO A MAXIMUM OF 110°F. 3.CONTRACTOR TO COORDINATE WITH VENDOR FOR EXACT MOUNTING LOCATION OF WATER FILTRATION SYSTEM. 4.NO TAP OFF TO BE TAKEN BEFORE RPZ. 5.CONTRACTOR TO MAKE SURE THAT ADEQUATE INLET PRESSURE PROVIDED FOR GAS FIRED RTU-1, WH-1, 2 & OVEN. 6.GAS PIPING RUNNING THROUGH CEILING, SHOWN ON PLAN FOR REFERENCE. 7.EXTEND AND CONNECT NEW 2" GAS LINE TO THE NEW GAS METER. THE GAS METER SHOULD HAVE THE MINIMUM CAPACITY OF 936 CFH. CONTRACTOR TO VERIFY IN FIELD THE EXACT LOCATION OF NEW GAS METER, PRESSURE AVAILABLE. 8.PROVIDE MINIMUM 2" GAS LINE TO OVENS. 9.PLUMBING CONTRACTOR SHALL INSTALL GAS SOLENOID VALVE (NO) ABOVE CEILING. TIE VALVE INTO HOOD FIRE SUPPRESSION SYSTEM. VALVE SHALL CLOSE UPON HOOD SUPPRESSION ACTIVATION. PROVIDE MANUAL RESET. WATER KEY NOTES: 1. CW/HW PIPING TO BE PROVIDED WITH INSULATION AS PER 2022 CALIFORNIA ENERGY CODE. 2.PROVIDE BRANCH PRV IF PRESSURE EXCEEDS 80 PSI. 3.PROVIDE ACCESS PANELS FOR WATER HAMMER ARRESTOR & SHUT-OFF VALVES AS REQUIRED. 4.REFER RISER DIAGRAMS FOR ALL PIPE SIZES. WATER GENERAL NOTES: 04 05 MOP SINK LAVATORY 1.5 0.5 1 1 1.5 0.5 36 12 WATER FILTER 2TMV 3 1/2"HW 1/2"CW 17 1/2"HW 1/2"HW 1/2"FW 1/2"CW 1/2"CW 1/2"CW 1 1/2"HW LAV-1 WC-1 1" C W 1" H W 1" C W 3/ 4 " H W 1" C W 3/ 4 " H W 1/2"HW 1/2"CW 1/2" CW 1/2" HW 1/2" HWR 3/ 4 " C W 1/ 2 " H W 1/ 2 " H W R 3/4"CW 1/ 2 " H W R 12 2TMV 2TMV 4 47 G 5 7.2 209 MBH EACH 8 WH-1,2 5 199 MBH EACH G GAS SOLENOID VALVE9 6 RTU-1 5 ON ROOF 120 MBH 1"G UP TO RTU-1 ON ROOF (120MBH) G 6 G 1" C W EX.CW 13.1 1/ 2 " H W R M 4 1"CW 1" R.P.Z & 1" WATER METER STACKED MS-1 3/4" HW 3/4" CW WH-1,2 13.1 13.1 RCP-1 ET-1 G 6 1" C W 1"CW 1"CW 1" C W 1" C W 3/ 4 " H W 1" H W FD FD 1/2"CW TP TP FD TP TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 1/4" = 1'-0" GAS FLOOR PLAN2 1/4" = 1'-0" WATER FLOOR PLAN1 PLUMBING WATER & GAS FLOOR PLAN P-1.0 3 7 1 1 1 2 22 12-22-2025 WALK-IN COOLER 103 WAITING AREA 100 KITCHEN 102 SERVICE AREA 101 RESTROOM 104 "A" V 3"GW V 3"GW FCO FCO 4" G W 4" G W 4"GW EX . 4 " G W EX . 4 " G W 2"GW FCO LAV-1 WC-1 EX.4"SAN 4" S A N 4" S A N 4" S A N FCO 4"SAN2"SAN 12 12 13.1 FS-1 17 FS-1 V V V V V V V V V V 4"VTR 1 10 10 4 6 7 8 3 2 1.CONTRACTOR TO FIELD VERIFY FEASIBILITY OF SLAB PENETRATION AS PER STRUCTURAL REQUIREMENT. 2.REFER RISER DIAGRAMS FOR ALL PIPE SIZES. 3.THE VENT SHALL RISE 6 INCHES VERTICALLY ABOVE THE FLOOD RIM LEVEL OF THE FIXTURE BEING VENTED BEFORE OFFSETTING HORIZONTALLY OR VERTICALLY DOWNWARD BEFORE CONNECTING TO THE OUTSIDE VENT TERMINAL. # SR. NO.FIXTURE QUANTITY DFU 1 FLOOR SINK 2 5 TOTAL 2 MOP SINK 1 5 3 HAND SINK 2 2 AS PER 2022 CALIFORNIA PLUMBING CODE, SECTION 1014.3.6, & TABLE 1014.3.6 FOR 19 DFU'S, MINIMUM OF 750 GALLONS GREASE INTERCEPTOR IS REQUIRED. FLOOR DRAINS ARE EXCLUDED FROM THE CALCULATION BECAUSE THEY SERVE AS EMERGENCY DRAINS ONLY. TOTAL DFU'S 10 5 4 19 1.CONNECT NEW 4" SANITARY WASTE PIPING TO EXISTING SANITARY PIPE IN SPACE. CONTRACTOR TO FIELD VERIFY EXACT SIZE, ROUTING, FLOW DIRECTION AND INVERT OF EXISTING PIPE ON SITE. 2.CONNECT NEW 4" GREASE WASTE PIPING TO EXISTING GREASE WASTE STUB IN SPACE. CONTRACTOR TO FIELD VERIFY EXACT SIZE, ROUTING, FLOW DIRECTION AND INVERT OF EXISTING PIPE ON SITE. 3.CONNECT NEW 2" GREASE WASTE PIPING TO EXISTING GREASE WASTE LINE IN SPACE. CONTRACTOR TO FIELD VERIFY EXACT SIZE, ROUTING, FLOW DIRECTION AND INVERT OF EXISTING PIPE ON SITE. 4.ROUTE INDIRECT CONDENSATE DRAIN FROM WATER HEATERS TO FLOOR SINK WITH APPROVED AIR GAP. 5.ROUTE INDIRECT CONDENSATE DRAIN FROM PROPOSED RPZ TO MOP SINK WITH APPROVED AIR GAP. 6.ROUTE INDIRECT DRAIN FROM 3-COMPARTMENT SINK TO FLOOR SINK WITH APPROVED AIR GAP. 7.ROUTE INDIRECT DRAIN FROM 1-COMPARTMENT SINK TO FLOOR SINK WITH APPROVED AIR GAP. 8.ROUTE INDIRECT DRAIN FROM WATER FILTRATION SYSTEM TO FLOOR SINK WITH APPROVED AIR GAP. 9.ROUTE CONDENSATE DRAIN LINE FROM WALK-IN COOLER TO FLOOR SINK WITH APPROVED AIR GAP. 10.CONTRACTOR TO FIELD VERIFY THE CAPACITY AND CONDITION OF EXISTING GREASE INTERCEPTOR AND REPLACE/UPGRADE IF REQUIRED. 11.ALL WALK-IN COOLER CONDENSATE WASTE LINES (ON BOTH THE INTERIOR AND EXTERIOR OF THE WALK-IN) SHALL BE MOUNTED 1/2" OFF THE WALLS TO ALLOW FOR CLEANING. SANITARY AND VENT KEY NOTES: SANITARY GENERAL NOTES: GREASE INTERCEPTOR SIZING CALCULATIONS 2"GW 4" G W V 3"GW MS-1 5 93/4"CD FS-1 3" S A N V 3"GW FD V 3"GW FD 4"G W V 3"GW FD 11 1 1/4" = 1'-0" SANITARY FLOOR PLAN TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . PLUMBING SANITARY FLOOR PLAN P-1.1 4 7 1 1 1 2 2 2 2 2 2 2 2 2 12-22-2025 PACK WITH FIBERGLASS AND SEAL BOTH SIDES PIPE ESCUTCHEON PLATES ( BOTH SIDES WHERE EXPOSED ) PIPE SLEEVE WALL SET SLEEVE IN WALL AND ANCHOR DURING WALL CONSTRUCTION INSULATION PIPESHIELD FIBERGLASS INSULATION TYPICAL FOR ALL INSULATED PIPING. ADJUSTABLE CLEVIS HANGER 16 GAUGE GALV. STEEL SHIELD. TYP FOR PIPE HANGERS.ROD SCHEDULE DOUBLE NUT SHEET METAL SADDLE WELD TO HANGER ROD DIAMETER VARIES SEE SCHEDULE CLEVIS HANGER 3/8"1/2" 3/8"1" 3/4"3/8" 3/8" 3/8" 3/8" 1/2" 1/2" 1/2" 3/8" 3/8" 1 1/4" 2" 1 1/2" 4" 3" 6" 5" 2 1/2" BASE PIPE ROD SIZEPIPE SIZE RETAINING STRAP HEAVY DENSITY PERMOLDED PIPE INSULATION THREADED ROD SIZE DETERMINED BY SUPPORTED WEIGHT. (SEE SPECS. FOR SPACING) EXISTING STRUCTURAL BEAM SADDLE PIPE C-CLAMP F2" 1/2" 1-1/4" 1-1/2" 3/4" 1" A B E D C 9"155 - 330 1 - 11 114 - 154 12 - 32 61 - 113 33 - 60 5" 9" 7" 7" 5" B A 2" 1/2" 3/4" 1-1/4" 1-1/2" 1" NOTE: LOCATE ONE FOR EACH BANK OF FLUSHOMETER FIXTURES AT LAST FIXTURE PROVIDE A STAINLESS STEEL ACCESS DOOR FOR EACH SUFFICIENT IN SIZE TO ALLOW REPLACEMENT OF ARRESTOR AT A FUTURE DATE. BARREL FABRICATED OF HARDDRAWN TYPE "K" COPPER PISTON TO PROVIDE A PERMANENT MECHANICAL BARRIER BETWEEN FLUID AND PRE-LOAD AIR CHARGE BRASS FREE TURNING PISTON ASTM B-16 WITH O-RINGS JOINTS TO BE MADE WITH 95-5 LEAD FREE SOLDER. BRASS THREADED ADAPTOR PIPE SIZE P.D.I. SYMBOL FIXTURE UNIT RATINGS A SIZE B SIZE PREMOLDED FITTING FIBER GLASS SECTIONAL INSULATION REQUIRED PIPE INSULATION THICKNESS BUTT STRIP AT JOINTS SECURE WITH ADHESIVE AND OUTER HOLDING BAND OR USE SELF-SEALING LAPS TYPICAL AT ALL JOINTS AND STORM WATER PIPING. VAPOR SEAL COLD WATER, CHILLED WATER SECURE WITH WIRE OR TAPE. * * FITTING MITERED FIRE RETARDANT JACKET WRAP WITH 1-INCH THICK, 1-POUND DENSITY TO*PIPE INSULATION AT TOP. ALL SEALS AND LAPS SECURE WITH ADHESIVE SEALING LAP OVERLAP 2-INCHES ON PIPE INSULATION. WRAP WITH FIBER GLASS REINFORCING CLOTH. SKIM COAT OF INSULATION CEMENT FINISH COAT OF MASTIC COAT OF MASTIC * * * * * PREMOLDED FIBER GLASS OR RADIAL MITERED* CONCEALED VALVES AND FITTINGS CONCEALED VALVES AND FITTINGS 1 SCALE: N.T.S. WATER HEATER DETAIL 3 SCALE: N.T.S. PIPE SLEEVE THRU WALL SECTION 4 SCALE: N.T.S. WALL CLEANOUT DETAIL 6 SCALE: N.T.S. HANGER DETAIL5SCALE: N.T.S. INSULATION FOR EXPOSED AND CONCEALED LOCATIONS 8 SCALE: N.T.S. WATER HAMMER ARRESTOR DETAIL WALL PLATE AS SPECIFIED. VENT, SOIL, WASTE OR LEADER STACK WALL CLEANOUT WALL 11 SCALE: N.T.S. VENT THRU ROOF DETAIL COMMENTS: 1.REFER TO PLANS FOR VTR PIPE SIZES AND LOCATIONS. LOCATE VTR MINIMUM THREE FEET FROM PROPERTY LINE, OR TEN FEET HORIZONTAL OR THREE FEET VERTICAL ABOVE ANY BUILDING OPENING OR FRESH AIR INTAKE, OR ONE FOOT FROM ANY VERTICAL SURFACE. LOCATE VTR MINIMUM 18" FROM PARAPET, EXPANSION JOINT, EQUIPMENT CURB, ETC. OFFSET IN CEILING SPACE WHERE REQUIRED TO MEET THESE CONDITIONS. FLASHING AND COUNTER FLASHING OF VTR IS BY ROOFING CONTRACTOR. MINIMUM HEIGHT TO BE THE HEIGHT OF PARAPET. COORDINATE WITH EXISTING PARAPET WALL HEIGHT. ROOF DECK ANCHOR PIPE TO ROOF DECK OR JOISTS WITH U-BOLT AROUND PIPE AND ANGLE IRON WELD- ED OR SCREWED TO DECK OR JOIST. HUBLESS PIPE CONNECTORS ON CAST IRON PIPE. PROVIDE PIPE INCREASER WHERE REQUIRED TO MAKE MINIMUM 3" VENT THRU ROOF MINIMUM 12" BELOW ROOF CORE DRILL OR PROVIDE SLEEVE IF REQUIRED BY TYPE OF ROOF DECK. ROOF INSULATION 7 SCALE: N.T.S. INDIRECT WASTE DETAIL ID CD PROVIDE CLEANOUTS IN TURNS/ENDS OF PIPE. USE DWV FITTINGS IF SIZE IS LARGER THAN 1" SLOPE PIPE AS MUCH AS POSSIBLE TOWARD DISCHARGE. DISCHARGE INTO RECEPTOR w/ AIR GAP SUFFICIENTLY REMOVED FROM GRATE AND STRAINER. MINIMUM GAP = TWICE PIPE DIA. MAKE PIPE MINIMUM ONE SIZE LARGE THAN EQUIPMENT CONNECTION, MIN. 3/4". USE "M" OR "L" HARD COPPER UP TO 1" AND TYPE DWV FOR LARGER. MAKE CONNECTION TO EQUIPMENT AS REQUIRED.. ROUTE PIPE INCONSPICUOUSLY AND UNOBTRUSIVELY. HANG PIPE AS REQUIRED. DO NOT INSULATE INDIRECT DRAIN PIPE WHEN INSTALLED EXPOSED IN FOOD SERVICE FACILITY. REFER TO LOCAL CODES FOR FURTHER INFORMATION. 9 SCALE: N.T.S. THREE COMPARTMENT SINK DETAIL 10 SCALE: N.T.S. FLOOR SINK DETAIL INSTANTANEOUS GAS WATER HEATER CONCENTRIC VENT (TYP) SECURE TO WALL PER MANUFACTURER'S RECOMMENDATIONS WALL MOUNTED WATER HEATER CONTROLLER. LOCATE ON WALL NEAR WATER HEATER. PROVIDE ALL CONTROL WIRING PER MANUFACTURER'S RECOMMENDATIONS. (TYP) ASME RATED TEMPERATURE AND PRESSURE RELIEF VALVE. EXTEND FULL-SIZED DISCHARGE TO SPILL OVER DRAIN (TYP) EXPANSION TANK CW HW HWR RECIRCULATION PUMP GAS COMMENTS: 1.COORDINATE INDIVIDUAL BAY DRAINAGE , AIR GAP, & DRAIN FUNNEL WITH LOCAL CODE REQUIREMENTS. P&G CHEMICAL DISPENSING SYSTEM. SEE CHEMICAL SYSTEM AT JANITOR'S SINK (SEE NATIONAL ACCOUNTS LIST FOR ORDERING & INSTALLATION INFORMATION) TEMPERING VALVE DEDICATED HOT AND COLD WATER SUPPLY WITH CHECK VALVE 2"VENT TO GREASE WASTE LINE INSTANTANEOUS GAS WATER HEATER 2 SCALE: N.T.S. INLINE RETICULATING PUMP DETAIL TYPICAL GATE VALVE IN-LINE CIRCULATION PUMP DIAL TYPE PRESSURE GAUGE (0-100 PSI) CHECK VALVE AQUASTATGAUGE COCK TYPICAL UNION FLOW TYPICAL GATE VALVE IN-LINE CIRCULATION PUMP DIAL TYPE PRESSURE GAUGE (0-100 PSI) CHECK VALVE AQUASTATGAUGE COCK TYPICAL UNION FLOW TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . PLUMBING DETAILS P-2.0 5 7 EXPANSION TANK SCHEDULE 12 1/2"2.0 8"ST-5C-DD TAG DESCRIPTION (GALLONS) VOLUME (INCHES) DIAMETER (INCHES) HEIGHT SELECTION BASED ON MANUFACTURER MODEL NUMBER REMARKS NOTE 1BLADDER TYPEET-1 NOTES: 1. INSTALL EXPANSION TANK ON IN-COMING COLD WATER PER MANUFACTURERS REQUIREMENTS. AMTROL · · THERMOSTATIC MIXING VALVE SCHEDULE TMV SELECTION BASED ON LOSS PRESSURE GPM MINIMUM GPM MAXIMUM DESCRIPTIONTAG THERMOSTATIC MIXING VALVE 3.5 0.25 5 MANUFACTURER MODEL NUMBER 270-LFLEONARD NOTE 1, A REMARKS/OPTIONS ADDITIONAL OPTIONS (UNITS AS NOTED) PROVIDE T'STAT ON TEMPERED LINE LEAD FREE NSF APPROVED OPTIONS (ALL UNITS) 1. INSTALL MIXING VALVE PER MANUFACTURERS REQUIREMENTS. PROVIDE ALL PIPING AND VALVES PER O&M MANUAL. NOTES: A: ASSE 1070 APPROVED, SET @110°F. 1 2" INLET/ 1 2" OUTLET, MOUNT BELOW FIXTURE. PLUMBING PIPE MATERIAL SCHEDULE PIPING SYSTEM ABBREVIATION PIPING MATERIAL SANITARY DRAINAGE & VENT (ABOVE GRADE)SAN OR V SCH.40 PVC*/ CAST IRON / COPPER SANITARY DRAINAGE & VENT (BELOW GRADE)SAN OR V SCH.40 PVC*/ CAST IRON / COPPER POTABLE WATER (ABOVE GRADE)CW, HW OR HWR TYPE L HARD-DRAWN COPPER PIPE AND FITTINGS (CPVC PIPING AND FITTINGS OR PEX PIPING AND FITTINGS ALLOWED IF AHJ AND LANDLORD PERMITS). POTABLE WATER - 2" & SMALLER (BELOW GRADE)CW, HW OR HWR TYPE K SOFT ANNEALED COPPER *ALL PLUMBING SYSTEMS (SANITARY, WASTE, VENT,GAS, WATER DISTRIBUTION PIPING SYSTEMS) AND ASSOCIATED EQUIPMENT SHALL BE INSTALLED, OPERATED AND MAINTAINED IN ACCORDANCE WITH THE REQUIREMENTS OF 2022 CALIFORNIA PLUMBING CODE. PVC ONLY WHERE ALLOWABLE PER LOCAL AHJ. PVC SHALL NOT BE USED WHERE EXPOSED IN RETURN AIR PLENUM, OR WHERE WATER TEMPS EXCEED 140°F TAG MAX.FLOW RATE MANUFACTURER & MODEL NO. UNIT TOTAL REMARKS 2 0 6 GPM RINNAIWH-1,2 -- GALLONS STORAGE BTU/HR INSTANTANEOUS GAS WATER HEATER SCHEDULE CX199i GAS LOAD REQUIREMENTS TAG DESCRIPTION QTY INPUT MBH TOTAL CFH 1ROOFTOP UNITRTU-1 2 209OVENOVEN 2 199WATER HEATERWH-1,2 398 418 TOTAL 936 7.4 FS - INDIRECT FOOD SERVICE PLUMBING SCHEDULE CWTAGFIXTURE TYPE WASTEHW --OVEN , DOUBLE VENT 2" GAS MBH REMARK ------418 2 UNITS (DOUBLE) 17 SINK, 3 COMPARTMENT 1/2"2" - DIRECT1-1/2"1/2"12 HAND SINK 2 UNITS, PROVIDE MIXING VALVE MV-1 199 (EACH) PLUMBING EQUIPMENT NOTES: 1.IT SHALL BE THE PLUMBING CONTRACTORS RESPONSIBLITY TO MAKE ALL FINAL CONNECTIONS FROM KITCHEN/BAR EQUIPMENT TO THE PLUMBING MAINS SHOWN ON THIS PLAN. 2.THE PLUMBING CONNECTION SCHEDULE ON THIS PLAN RELATES REQUIRED CONNECTIONS TO INDIVIDUAL EQUIPMENT ONLY. 3.PLUMBING CONTRACTOR SHALL REFER TO "KITCHEN EQUIPMENT COMPANY" CUT SHEETS FOR ALL ROUTING OF FINAL CONNECTIONS TO EQUIPMENT AND EXACT ROUGH-IN LOCATIONS. 4.PLUMBING CONTRACTOR SHALL MOUNT ALL FLOOR SINKS FLUSH WITH FINISHED FLOOR ELEVATION. 5.ALL FLOOR DRAINS ARE WASHED BY HOSE BIBBS LOCATED IN BATHROOMS AND KITCHEN. 64 EWT DEG. F 140 LWT DEG. F ··· · · · · RECIRCULATION PUMP SCHEDULE ELECTRICAL DATA TAG DESCRIPTION HOT WATER RECIRC. PUMP MAINTENANCE BALL VALVES ON BOTH SIDES OF PUMP BALANCING VALVE & CHECK VALVE FLANGED PUMP AQUA-STAT & NIGHT TIMER OPTIONS (ALL RCP UNITS) RCP-1 IN-LINE TYPE DISCHARGE BALL VALVE DISCHARGE CHECK VALVE 30"X30"X30" BASIN BY G.C. OPTIONS (ALL SUMP UNITS) MANUFACTURER . SET AQUA-STAT WITH SET POINT 10 DEGREES BELOW SYSTEM SUPPLY TEMP. . INSTALL RECIRCULATION PUMP PER MANUFACTURERS REQUIREMENTS. 1 2 NOTES: CAPACITY SELECTION BASED ON REMARKS/OPTIONS NOTE 1,2 NUMBER MODEL PL-30-B1201/12 1 60 BELL & GOSSETT2.5 GPM HP V PH HZHEAD (ft.) 7 OIL-MINDER ALARM/CONTROL SYSTEM ADDITIONAL OPTIONS (UNITS AS NOTED) A: 1/2"FS - INDIRECT2"1/2"13.1 SINK, 1 COMPARTMENT 1/2"1/2" GAS PIPE SIZING PIPE SIZE (INCHES)CAPACITY (MBH) INLET PRESSURE : LESS THAN 2.0 PSI PRESSURE DROP : 0.5 IN.W.C. FITTINGS FACTOR : 30% TOTAL EQUIVALENT LENGTH : 125 FT 1/2"44 1"173 3/4"92 1-1/4"355 1-1/2"532 2"1020 LAV-1 WC-1 4" 1/2"2" PLUMBING FIXTURE SCHEDULE CWTAGFIXTURE TYPE WASTE DESCRIPTIONHW -- ----FCO LAVATORY SHALL BE EQUAL TO AMERICAN STANDARD "LUCERNE" MODEL #0355.012.020, VITREOUS CHINA, WALL HUNG, THREE HOLE PUNCH, 4" CENTERS, CONCEALED WALL HANGER. PROVIDE FAUCET EQUAL TO AMERICAN STANDARD MODEL # 2275.503 CENTERSET FAUCET WITH LEVER HANDLES, 0.5 GPM AERATOR. PROVIDE LAVATORY COMPLETE WITH GRID DRAIN, PREWRAPPED INSULATED, CAST BRASS, OFFSET TAILPIECE AND P-TRAP WITH CLEANOUT (EQUAL TO MCGUIRE #PW2150WC) AND CHROME PLATED SUPPLIES (EQUAL TO MCGUIRE #175). BARRIER - FREE WATER CLOSET TANK - TYPE BARRIER - FREE LAVATORY WALL HUNG FLOOR CLEANOUT WATER CLOSET SHALL BE EQUAL TO AMERICAN STANDARD MODEL # 2467.100, WHITE, VITREOUS CHINA, ELONGATED BOWL, TANK TYPE, 1.1 GPF, FLOOR MOUNTED, BOTTOM OUTLET, 12" ROUGH-IN. SEAT SHALL BE EQUAL TO CHURCH MODEL #9500SSCT, ELONGATED WHITE OPEN FRONT SEAT LESS COVER. WATER CLOSET SHALL BE PROVIDED WITH CHROME PLATED SUPPLY WITH LOOSE KEY STOP EQUAL TO MCGUIRE #172. VENT 2" 1-1/2" -- 1/2" MS-1 MOP SINK ---- 3/4" REMARK SINK SHALL BE EQUAL TO MUSTEE MODEL #63M, 24"x24"x10". PROVIDE FAUCET EQUAL TO T&S BRASS MODEL #B-0665-BSTR, INTEGRAL STOPS, VACUUM BREAKER(ASSE 1001), PAIL HOOK, THREADED SPOUT, AND LEVER HANDLES. PROVIDE SINK COMPLETE WITH MOP HANGER, HOSE WITH BRACKET, AND P-TRAP. 3/4"3"2"3/4" FS FLOOR SINK 3"2"FLOOR SINK SHALL BE EQUAL TO ZURN MODEL #FD2376-T, 3 4 GRATE. PROVIDE FLOOR SINK WITH P-TRAP. --FLOOR CLEANOUT SHALL BE EQUAL TO ZURN MODEL #ZS-1400-VP. CLEANOUT. FIXTURE RIM TO FINISHED FLOOR MOUNTING HEIGHT SHALL BE 17". LOCATE FLUSH LEVER ON WIDE SIDE OF STALL PROVIDE CHECK VALVE STOPS ON HW & CW SUPPLIES WITH ACCESS DOOR ABOVE FAUCET. GAS/WATER TIGHT ABS PLUG ----WCO WALL CLEANOUT ----WALL CLEANOUT SHALL BE EQUAL TO ZURN MODEL #ZS-1468, ACCESS COVER AND PLUG.GAS/WATER TIGHT ABS PLUG ----TP TRAP PRIMER ----FLOOR CLEANOUT SHALL BE EQUAL TO ZURN MODEL #Z1021 WATER SAVER, P TRAP PRIMER. TABLE : 2022 CALIFORNIA PLUMBING CODE, SECTION 1215.2 PIPE SIZING, TABLE 1215.2(1) SCHEDULE 40 METALLIC PIPE. 12 1/ 2 " C W 1/ 2 " H W TMV 1/ 2 " H W R WC-1 3/ 4 " C W 12 TMV 1/ 2 " F W 1/ 2 " H W 13.1 361"CW1"HW1/2"H W R 1/ 2 " H W 1/ 2 " C W CONNECT TO EXISTING CW LINE (V.I.F.) 1/2"H W 1/2"C W 1"CW 3/4"H W 3/4"C W 17 1/2" FW 33.1 12 TMV 3/4"C W 1/2"H W 1/2"H W R 1/2"C W 1/2"H W 1/2"H W 1/2"C W WH-1,2 1"CW 3/4"H W 1/2"H W R 1"CW 1"HW 1"CW 1"HW LAV-1 WH-1,2 199 MBH EACH GAS SOLENOID VALVE 2"G2"G 2"G418 M B H 2"G 936 M B H CONNECT TO EXISTING GAS PIPE(V.I.F.) OVEN-DOUBLE 209 MBH EACH FCO 4"GW FCO FS-1 2" V 3"GW 3"GW FS-1 4"GW 12 1-1/2 " V 2"GW 2"V 2" V 2"V FCO FCO 2"V 4"GW 4"GW EX.4 " G W 4"SA N 4"SA N 1- 1 / 2 " V EX.4 " G W 12 1-1/2 " V 1-1/2 " V 3"V 3"V 3"V 3"V 3"V LAV-11- 1 / 2 " V 2"SA N WC-1 2" V 4"SA N EX.4 " S A N 2"V 1-1/2 " V 4" VTR CONNECT TO EXISTING GREASE WASTE LINE (V.I.F.) CONNECT TO EXISTING GREASE WASTE LINE (V.I.F.) CONNECT TO EXISTING SANITARY LINE (V.I.F.) 120 120 RTU-1 120 MBH 120 M B H 1"G120 M B H 1"G NEW GAS METER 2" G 93 6 M B H EX.C W BALANCING VALVE (TYP) RCP-1 ET-1 1/2"C W 1/2"H W 2"SA N 1- 1 / 2 " V 2"G538 M B H 1-1/2 " G398 M B H M R.P.Z WATER METER MS-1 3/ 4 " C W 3/ 4 " H W 1"CW 1"CW 1"CW 1"CW 3/4"H W 3"GW MS-1 2" V 2"V 2" V 3"SA N 4"GW UNIVERSAL STAINLESS, MODEL: 3N24-2D24 ATOSA USA, MODEL: MRSA-1-L. ----FD FLOOR DRAIN 3"2"FLOOR DRAIN SHALL BE EQUAL TO ZURN MODEL #ZS-415 TYPE "S" FS-1 3"GW FD 2" V 2"V 2" V 2"V 3"GW FD 3"GW FD 2" V 2"V 4"GW 1/2"C W TP TH E C O N T R A C T O R I S T O V E R I F Y A L L D I M E N S I O N S . 2 N.T.S. WATER RISER DIAGRAM 1 N.T.S. SANITARY AND VENT RISER DIAGRAM 3 N.T.S. GAS RISER DIAGRAM PLUMBING SCHEDULE AND RISER DIAGRAMS P-3.0 6 7 1 1 1 1 1 1 2 2 2 12-22-2025 C Plan "Rr ORANGE COUNTY FIRE AUTHORITY •,,fit . Plan Submittal Criteria COMMERCIAL. projects, MULTIFAMILY RESIDENTIAL projec s FO and RESIDENTIAL TRACT developments INSTRUCTIONS: M�� I� • Fill in the project/business address and provide a brief description of the scope of work and type of businesso n 8t will take place. • Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification s cQAte: • If you answer: - "YES" to any part of questions 1 through 10, submit the type of plan indicated in italics to CCFA. • In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. • Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite city 301 N Tustin Street B Santa Ana Project Scope/Business Description Marco's Pizza #7447 5 ,�Q 1. U Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. J U Property is adjacent to a wildland area or non -irrigated native vegetation? Fire rllu.ster Plan (PR145); a fuel Modilication Plan may also he required. (PR120, PR124) 3. Located in or < 100' from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300' from V V an oil/gas seep, or < 1000' from a landfill? Methane Work Plait. (PR170) 4. V O Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving V private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. JU Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plait (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? .-I rchitectural, Sprinkler, and/or Alarm Plait depending on the occupancy and tvpe of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; V industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. /� Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & Poor plan (/Wl architectural plan if H occupancy); Special Equipment Plans may be necessary. ("PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12' (6' for high -hazard J EJ commodities, plastic, rubber, foam, etc.)? Nigh -piled Storage Plan (PR330) 10.0 V Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a V commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 1]�.�' 1 I "Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is J/� required. plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed: if so, contractor shall submit plans prior to making modifications. 1:� I' Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located s� in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the abovg is true: Print Name D. Kyle Henry Slgnatu Phone Number 864 814.7473 Date 06 23 2025 Building Department: If you have verified that all of the questions have been answered accurately as "NO", and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you rnav accept this signed jbrm as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here a• aaach an OCFA referral farm and have the applicant submit the form along with the appropriate plans and fees for OCFA review. LO 08 .4 EE BOARD OF BUILDING AND SAFETY COMMISSIONERS ____ JAVIER NUNEZ PRESIDENT ELVIN W. MOON VICE PRESIDENT JOSELYN GEAGA-ROSENTHAL GEORGE HOVAGUIMIAN LAUREL GILLETTE ____ CITY OF LOS ANGELES CALIFORNIA ERIC GARCETTI MAYOR DEPARTMENT OF BUILDING AND SAFETY 201 NORTH FIGUEROA STREET LOS ANGELES, CA 90012 ____ OSAMA YOUNAN, P.E. GENERAL MANAGER SUPERINTENDENT OF BUILDING JOHN WEIGHT EXECUTIVE OFFICER ____ RR 25747 Page 1 of 5 LADBS G-5 (Rev11/23/2016) AN EQUAL EMPLOYMENT OPPORTUNITY - AFFIRMATIVE ACTION EMPLOYER AirCooler Corporation RESEARCH REPORT: RR 25747 1719 Floradale Avenue (CSI #13030) South El Monte, CA 91733 Attn: William Der (626) 454-3389 Code: 2020 LABC GENERAL APPROVAL – Renewal - Aircooler Corporation Refrigeration Panels for Walk-In Coolers and Freezers. DETAILS The panels are fabricated in thickness of 3-1/2", 4, and 5". The core material is Dow Chemical Voracor CE157 and CE1004. The panel facings are 26 gauge galvalume metal ASTM A-653. The perimeters of the panels are formed with a kiln-dried 1-5/8” Douglas Fir No. 2 or better or high-density form. The panels are joined together with cam- activated locking devices with a maximum spacing of 48”. Frame spread and smoke development ratings for the panel per ASTM E84 are 20 and 300 respectively, and for foam only (tested alone) per UL 723 are 15 and 250 respectively. Density of the foam is 2.25 pcf .Self and flash ignition 920/F and 640/F. The panels are approved as structural wall and ceiling panel for use in interior for non- fire rated walk-in coolers and freezers. The allowable loads for exterior panels subject to wind loads shall be evaluated on a case by case basis. Aircooler Corporation Refrigeration Panels for walk-in coolers and freezers described above are approved subject to the following conditions: 1. Use of the panels shall be limited to locations where combustible construction is permitted by the 2020 Los Angeles City Building Code. 2. The panels shall be fabricated in a shop of a licensed fabricator approved by the Los Angeles City Building & Safety Department. Fabrication in unlicensed shops will invalidate this approval. Aircooler Corporation RE: Aircooler Corporation Refrigeration Panels for Walk-In Coolers & Freezers RR 25747 Page 2 of 5 3. Complete plans and calculations, signed and stamped by a civil or structural engineer or architect registered in the State of California, shall be submitted to the structural plan check engineer for approval of each job. 4. The allowable loads for outdoor panels subject to wind loads shall be evaluated on a case by case basis. 5. A thermal barrier is required per Section 2603.4 of the 2020 Los Angeles City Building Code unless exempted per Section 2603.4.1. EXCEPTION: The thermal barrier is not required if the cooler or freezer floor area does not exceed 400-square feet and the foam plastic insulation does not exceed a thickness of 4-inches. 6. A separate approval from the Electrical Testing Laboratory shall be required for electrical installations within the panels. Plumbing and waste line may extend at right angle through the wall panels but are not permitted vertically within the core. 7. Design of building utilizing the panels shall be in accordance with the requirements of the 2020 Los Angeles City Building Code and the design data specified: A. Maximum Allowable Loads for Ceiling Panels (psf) Panel Span (ft) Panel Thickness (in.) t = 3.5 in. Wood frame t = 3.5 in. Foam frame t = 4 in. Wood frame t=4 in. Foam frame t = 5 in. Wood frame t = 5 in. Foam frame 10 46* 21 53.5 24 67 30 12 32.5 14.5 37 16.5 46 21 14 24 10.5 27.5 12 34 15 16 18 8 21 9 26 11.5 18 14.5 6.5 16.5 7.5 20.5 9 20 11.5 5 13 6 16.5 7.5 22 9.5 - 11 5 13.5 6 24 7.5 - 9 - 11.5 5 26 6 - 7.5 - 9.5 - 28 5 - 6.5 - 8.5 - 30 - - 5 - 7 - 32 - - - - 6.5 - * Computed load limited by shear stress Aircooler Corporation RE: Aircooler Corporation Refrigeration Panels for Walk-In Coolers & Freezers RR 25747 Page 3 of 5 B. Allowable wall panel loads Panel height (ft) Panel Thickness 3.5-in. Wood Foam Frame Frame 4.0-in. Wood Foam Frame Frame 5.0-in. Wood Foam Frame Frame 10 15 20 25 30 720 465 612 285 398 35 200 - - - 750 485 655 325 508 105 341 - 130 - 770 510 690 385 580 200 440 - 275 - Note: The allowable loads for outdoor panels subject to wind loads should be evaluated on a case- by-case basis. C. Maximum allowable height of non-bearing wall panel Panel thickness Wood Frame (ft.) Foam Frame (ft.) 3 ½” 25 20 4” 30 20 5” 30 20 D. Maximum Allowable Loads for Kason Type 1156B Cam-Locking Devices: Connection Shear (lbs) Tension (lbs) Wood Frame Foam Frame Wood Frame Foam Frame Panel to Panel 449 172 179 123 Ceiling to Panel 328 139 245 108 E. Base Connections: Wall panels are attached to the floor with a 16-gauge 1- 1/2”x1-1/2” steel angle. The maximum allowable shear and tension loads are as follows: Type Shear (lbs) Tension (lbs) Wood Panel 492 230 Foam Panel 479 214 Aircooler Corporation RE: Aircooler Corporation Refrigeration Panels for Walk-In Coolers & Freezers RR 25747 Page 4 of 5 F. Maximum Allowable Shear Load of Wall Panels (PLF): Height to Width Ratio Allowable Shear (plf) Wood Frame Panels Foam Frame Panels 0.50: 1.0 1.00: 1.0 2.00: 1.0 MAX 380 190 95 240 MAX 120 60 G. Maximum Allowable Roof/Ceiling Diaphragm Shear Height to Width Ratio Allowable Shear (plf) Wood Frame Panels Foam Frame Panels 1.00: 1.0 2.00: 1.0 MAX 190 95 120 60 8. Locations of connectors must be detailed on approved plans, the spacing of connections shall be calculated for each job but not less than two per width of panel (Width of panel = 47”). 9. An approved fire retardant roof covering (class “A” or “B”) shall be place over the panel when used as exterior roof panels. 10. Each panel shall be stamped with the company name on the panel edge using an indelible ink, as shown on attachment 4. 11. All design values and methods not included in this report shall be in accordance with requirements of the 2020 Los Angeles City Building Code. Aircooler Corporation RE: Aircooler Corporation Refrigeration Panels for Walk-In Coolers & Freezers RR 25747 Page 5 of 5 DISCUSSION The report is in compliance with the 2020 Los Angeles City Building Code. The approval is based on tests on the foam per requirements of Sec. 2603 of the 2020 Los Angeles City Building Code, tests conducted in accordance with ASTM E-84 on the finished panels, and load tests conducted in accordance with ASTM E-72. Addressee to whom this Research Report is issued is responsible for providing copies of it, complete with any attachments indicated, to architects, engineers and builders using items approved herein in design or construction which must be approved by Department of Building and Safety Engineers and Inspectors. This general approval of an equivalent alternate to the Code is only valid where an engineer and/or inspector of this Department has determined that all conditions of this approval have been met in the project in which it is to be used. ____________________________________ EUGENE BARBEAU, Chief Engineering Research Section 201 N. Figueroa St., Room 880 Los Angeles, CA 90012 Phone – (213) 202-9812 Email – engineering-research@lacity.org EB RR25747 R02/03/2022 TLB2200016 2603 Attachment: Panel Connection Details/Installation/Panel Identification (4 Pages). OSAMA YOUNAN P.E. GENERAL MANAGER JOHN WEIGHT EXECUTIVE OFFICER Department of Building & Safety Materials Control Section 221 N. Figueroa Street, Suite 700 Los Angeles, CA 90012 Telephone: (213) 577-80L5 Email : ladbs_materialscontrol@lacity.org FABRICATOR CERTIFICATE OF APPROVAL Aircooler Corporation William Der 1719 Floradale Avenue South El Monte, CA91733 Approval No: Branch No: Valid Date: Expiration Date: QC lnspecton Approval Type: You are hereby notified that provisions of the City of Los (Part l) Renewal. F802998 0 LtloLl2026 William Der Specialty (SPC): Walk-ln cooler Box Panels & Doors Shop Location 1719 Floradale Avenue south El Monte, cA 91733 the dates shown above under the information bulletin PIBC 2Ot7/042 your certificate of Angeles Municipal approval is valid from Code, section 96.204 and frry- Adam Burgess Principal lnspector Materials Control Section l2t3l 202-2784 F802998 0 Facility lD 8s3 Page 1 of 7 DIVISION: 05 00 00— METALS Section: 05 40 00— Cold-Formed Metal Framing Section: 05 41 00— Structural Metal Stud Framing Section: 05 42 00— Cold-Formed Metal Joist Framing DIVISION: 09 00 00— FINISHES Section: 09 22 16.13— Non-Structural Metal Stud Framing REPORT HOLDER: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) EVALUATION SUBJECT: SSMA COLD-FORMED STEEL FRAMING ADDITIONAL LISTEES: Consolidated FABRICATORS CORP. Custom STUD, INC. Olmar SUPPLY, INC. SCAFCO CORPORATION Steel CONSTRUCTION SYSTEMS United METAL 1.0 EVALUATION SCOPE Compliance with the following codes:  2015, 2012 and 2009 International Building Code® (IBC)  2015, 2012 and 2009 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The Steel Stud Manufacturers Association (SSMA) cold-formed steel framing members are used for framing of nonload-bearing interior walls, curtain walls, and load-bearing walls, floors, and roofs. 3.0 DESCRIPTION 3.1 General: The SSMA cold-formed steel framing members described in this report are factory-formed from coils of steel at the facilities listed in Table 2. The cold-formed framing members include C-shapes (S-sections), tracks (T-sections), U-channels (U-sections) and hat furring channels (F-sections). The S-sections are manufactured with and without web punch-outs. All other framing members (T-sections, U-Sections, and F-sections) are manufactured without punch-outs. When provided, the punch-outs have a width of 11/2 inches (38 mm) and a length of 4 inches (102 mm) in S-sections with a depth of 31/2 inches (89 mm) or greater. In S-sections with a depth between 15/8 inches (41 mm) and 21/2 inches (64 mm), punch-outs have a width of 3/4 inch (19 mm) and a length of 4 inches (102 mm). The punch-outs are spaced a minimum of 24 inches ICC-ES Evaluation Report ESR-3064 - CA Supplement FL Supplement w/HVHZ Subject to renewal February 2027 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an . There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or Copyright © 2025 ICC Evaluation Service, LLC. All rights reserved. ESR-3064 Page 2 of 7 (610 mm) on center and have a minimum distance between the end of the member and the near edge of the punch-out of 10 inches (254 mm). The SSMA S-sections, T-sections, U-sections, and F-sections are detailed in SSMA’s catalogue titled “Product Technical Guide,” copyrighted 2015, effective August 14, 2015, which is distributed with this report. The following tables, figures, and pages from the catalogue are part of this report: Material Specification Page 4 General Product Information Page 5 Note: In Note #9, replace “must be approved by a design professional” with “are outside the scope of this report.” Definitions of Structural Property Symbols Page 6 Section Properties (S-Sections) Pages 7–14 Note: Holes in the web of members with a web height-to-thickness ratio in excess of 200 are outside the scope of this report. Members with a web height-to-thickness ratio in excess of 260 or a flange width-to-thickness ratio in excess of 60 are outside the scope of this report. Section Properties (T-Sections) Pages 15–18 Members with a web height-to-thickness ratio in excess of 260 or a flange width-to-thickness ratio in excess of 60 are outside the scope of this report. Interior Nonload-Bearing Wall Heights – Composite Tables - Composite Pages 19–20 Additional notes applicable to pages 19 and 20: • Gypsum wallboard must be a minimum of 5/8 inch (15.9 mm) thick and Type X, complying with ASTM C1396 and manufactured by American Gypsum, CertainTeed, Georgia Pacific, Lafarge, National Gypsum, Temple- Inland, or USG. • Fasteners for attaching the gypsum wallboard to the studs and tracks must be No. 6, Type S, fine thread drywall bugle head screws conforming to ASTM C1002. • Installation of the gypsum wallboard must be in accordance with GA-216 or ASTM C840. • Each gypsum wallboard panel must be attached to the top and bottom track with a minimum of 3 fasteners spaced a maximum of 16 inches (406 mm) on center. Interior Wall Limiting Heights – Non-Composite – Fully Braced Span Tables Pages 21–22 Interior Wall Limiting Heights – Braced at 48" o.c. Span Tables Pages 23–24 Curtain Wall Limiting Heights – Single Span Pages 25–27 Curtain Wall Limiting Heights-Double Span ........................................................... Pages 28–30 Note: Exterior curtain walls must be designed for a transverse load of no less than 10 psf (478 Pa). Combined Axial and Lateral Loads Pages 31–41 Floor Joist Spans .................................................................................................... Pages 42–55 Header Loads ......................................................................................................... Pages 56–57 Web Crippling Load Tables Pages 58–60 Note: Values for which the bearing length to web height ratio (N/h) exceeds 1 or bearing length to thickness ratio (N/t) exceeds 210 are outside the scope of this report. Ceiling/Soffit Spans (S-Sections) ............................................................................ Pages 61–67 Section Properties & Ceiling Spans (F-Sections) Page 68 Section Properties & Ceiling Spans (U-Sections) Page 69 All other items and pages in the “Product Technical Guide” are outside the scope of this report. 3.2 Material: The SSMA metal framing members are cold-formed from steel coils conforming to ASTM A1003 Structural Grade 50 Type H (ST50H); ASTM A1003 Structural Grade 33 Type H (ST33H); ASTM A653 SS Grade 33; ASTM A653 SS Grade 50 Class 1; or ASTM A1003 Nonstructural Grade 33 (NS33). ESR-3064 Page 3 of 7 The steel conforming to ASTM A653 must have a minimum metallic coating designation of G60 or A60 in accordance with ASTM A653 for applications other than interior nonload-bearing walls. The steel conforming to ASTM A653 may have a minimum metallic coating designation of G40 in accordance with ASTM A653 or equivalent for interior nonload-bearing wall applications. The steel conforming to ASTM A1003 ST50H or ST33H must have a minimum metallic coating designation of G60, A60, AZ50, or GF30 in accordance with ASTM A1003. The steel conforming to ASTM A1003 NS33 must have a minimum metallic coating designation of G40 in accordance with ASTM A1003 or equivalent. 4.0 DESIGN AND INSTALLATION 4.1 Design: 4.1.1 IBC Method: The section properties for the cold-formed steel framing members recognized in this report have been determined in accordance with the applicable edition of the North American Specification for Design of Cold-Formed Steel Structural Members (AISI S100). The moments listed in this report are allowable moments and are used with Allowable Strength Design (ASD) for flexural members with the compression flange fully braced. For other conditions of compression flange bracing, the allowable moment must be determined in accordance with the applicable edition of AISI S100. The design of flexural members must address combined bending and web crippling, and combined bending and shear, as applicable in accordance with the applicable edition of AISI S100. 4.1.2 IRC Method: The S-sections listed in Table 1 of this report qualify for use with prescriptive requirements of the IRC. T-sections with flange width of 1.250 inches (31.75 mm) or greater qualify for use with the prescriptive requirements of the IRC. For use of all other sections under the IRC, the cold-formed steel framing members must be limited to engineered structures, in accordance with IRC Section R301.1.3. When the framing members are used to construct buildings that do not conform to the applicable requirements of IRC Sections R505.1, R603.1 or R804.1.1, and for framing members not identified in Table 1 of this report, the structural analysis and design must be in accordance with the IBC, as described in Section 4.1.1 of this report. 4.2 Installation: The framing members must be installed in accordance with the applicable code, the approved plans, and this report. If there is a conflict between the plans submitted for approval and this report, this report governs. The approved plans must be available at the jobsite at all times during installation. 5.0 CONDITIONS OF USE: The SSMA metal framing members described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The cold-formed steel members must be installed in accordance with the applicable code, the approved plans, and this report. 5.2 Minimum uncoated base-metal thickness of the cold-formed steel members as delivered to the jobsite must be at least 95 percent of the design base-metal thickness. 5.3 Complete plans and calculations verifying compliance with this report must be submitted to the code official for each project at the time of permit application. The calculations and drawings must be prepared and sealed by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.4 Framing members cold-formed from NS33 steel are limited to use in interior nonload-bearing walls subject to a maximum 10 psf (478 Pa) transverse load. Framing members without the steel classification designated must be considered NS33 steel (see Section 7.0). 5.5 Framing members with a height-to-thickness (h/t) ratio of more than 200 must be provided with web stiffeners in accordance with Sections B1.2 and C3.2.2 of AISI S100 and holes or punch-outs in the web are outside the scope of this report. 5.6 The interior nonload-bearing wall assemblies are limited to interior installation where the superimposed axial load is zero pounds. 5.7 Design of the attachment of the interior nonload-bearing wall assemblies to the surrounding structure is outside the scope of this report. ESR-3064 Page 4 of 7 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Cold-formed Steel Framing Members (AC46), dated June 2012 (editorially revised April 2015). 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Cold-formed Steel Framing Members—Interior Nonload-bearing Wall Assemblies (AC86), dated May 2012 (editorially revised August 2015). 7.0 IDENTIFICATION 7.1 At a spacing not exceeding 96 inches (2440 mm) on center, each cold-formed steel member is stamped, stenciled, or embossed with the company name or initials (see the listees at the beginning of this report); the acronym “ICC-ES”; the evaluation report number (ESR-3064P); and the minimum uncoated base-metal thickness in mils or decimal inches. For structural applications, the minimum yield strength, and the protective coating designation (CP 60 or CP 90 as defined by AISI S200-12 or ASTM C955) are included. For nontstructural applications, the minimum specified yield strength if over 33 ksi (230 MPa); the metallic coating type and weight if other than ASTM A653 G40; and the designation “NS” are included. 7.2 The report holder’s contact information is the following: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) 201 N MAPLE GROVE RD, SUITE 100 BOISE, IDAHO 83704 (312) 224-2570 www.ssma.com 7.3 The Additional Listees’ contact information is the following: CONSOLIDATED FABRICATORS CORP. 8584 MULBERRY STREET FONTANA, CALIFORNIA 92335 (909) 770-8920 www.confabbpd.com CUSTOM STUD, INC. 8415 220TH STREET WEST LAKEVILLE, MINNESOTA 55044 (952) 985-7000 www.customstud.com OLMAR SUPPLY, INC. 2140 RESEARCH DRIVE, LIVERMORE, CALIFORNIA 94551 www.olmarsupply.com SCAFCO CORPORATION 2800 EAST MAIN AVENUE SPOKANE, WASHINGTON 99202 (509) 343-9000 www.scafco.com STEEL CONSTRUCTION SYSTEMS 11250 ASTRONAUT BOULEVARD ORLANDO, FLORIDA 32837 (407) 438-1664 www.steelconsystems.com UNITED METAL PRODUCTS, INC. 234 NORTH SHERMAN AVENUE CORONA, CALIFORNIA 92882 (951) 739-9535 www.unitedmetalproducts.info ESR-3064 Page 5 of 7 TABLE 1—C-SHAPES (S-SECTIONS) FOR USE WITH THE IRC IRC MEMBER DESIGNATION EQUIVALENT SSMA MEMBER DESIGNATION t = 33 t = 43 t = 54 t = 68 t = 97 350S162-t 550S162-t 800S162-t 1000S162-t 1200S162-t TABLE 2—MANUFACTURING LOCATIONS Consolidated Fabricators, Corp. – Fontana Fontana, CA 92335 SCAFCO Corporation – Spokane Spokane, WA 99202 Custom Stud, Inc. Lakeville, MN 55044 SCAFCO Corporation – Stockton Stockton, CA 95206 Olmar Supply, Inc. Livermore, CA 94551 Steel Construction Systems – Orlando Orlando, FL 32837 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2026 ICC Evaluation Service, LLC. All rights reserved. Page 6 of 7 ICC-ES Evaluation Report ESR-3064 CA Supplement Reissued February 2026 This report is subject to renewal February 2027. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05 00 00—METALS Section: 05 40 00—Cold-Formed Metal Framing Section: 05 41 00—Structural Metal Stud Framing Section: 05 42 00—Cold-Formed Metal Joist Framing DIVISION: 09 00 00—FINISHES Section: 09 22 16.13—Non-Structural Metal Stud Framing REPORT HOLDER: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) EVALUATION SUBJECT: SSMA COLD-FORMED STEEL FRAMING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SSMA Cold-Formed Steel Framing, described in ICC-ES evaluation report ESR-3064P, has also been evaluated for compliance with Chapters 16, 16A, 17, 17A, 22, and 22A of the codes noted below. Applicable code editions: 2010 California Building Code (CBC) 2010 California Residential Code (CRC) 2.0 CONCLUSIONS 2.1 CBC: The SSMA Cold-Formed Steel Framing, described in Sections 2.0 through 7.0 of the evaluation report ESR-3064P, complies with CBC Chapters 16, 16A, 17, 17A, 22, and 22A, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapters 16, 16A, 17, 17A, 22, and 22A, as applicable. 2.2 CRC: The SSMA Cold-Formed Steel Framing, described in Sections 2.0 through 7.0 of the evaluation report ESR-3064P, complies with CRC Chapters 5, 6 and 8, provided the design and installation are in accordance with the International Residential Code® (IRC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report, reissued February 2026 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2026 ICC Evaluation Service, LLC. All rights reserved. Page 7 of 7 ICC-ES Evaluation Report ESR-3064 FL Supplement w/ HVHZ Reissued February 2026 This report is subject to renewal February 2027. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 05 00 00—METALS Section: 05 40 00—Cold-Formed Metal Framing Section: 05 41 00—Structural Metal Stud Framing Section: 05 42 00—Cold-Formed Metal Joist Framing DIVISION: 09 00 00—FINISHES Section: 09 22 16.13—Non-Structural Metal Stud Framing REPORT HOLDER: STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) EVALUATION SUBJECT: SSMA COLD-FORMED STEEL FRAMING 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that SSMA Cold-Formed Steel Framing, described in ICC-ES evaluation report ESR-3064P, has also been evaluated for compliance with the codes noted below. Applicable code editions: 2014 Florida Building Code—Building 2014 Florida Building Code—Residential 2.0 CONCLUSIONS The SSMA Cold-Formed Steel Framing, described in Sections 2.0 through 7.0 of the evaluation report ESR-3064P, complies with the 2014 Florida Building Code—Building and the 2014 Florida Building Code—Residential, provided the design and installation are in accordance with the International Building Code® (IBC) provisions noted in the evaluation report. Use of the SSMA Cold-formed Steel Framing has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the 2014 Florida Building Code—Building and the 2014 Florida Building Code—Residential. Exception 1: On pages 7 through 18, of the SSMA Product Technical Guide (Attached to ESR-3064P), members noted with Footnote 2 include cold work of forming in the allowable moment and have not been evaluated for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. Exception 2: Members with a base metal thickness of less than 0.0296 inch (0.752 mm) and a coating less than G90 have not been evaluated for compliance with the High-Velocity Hurricane Zone provisions of the Florida Building Code—Building and the Florida Building Code—Residential. For products falling under Florida Rule 9N-3, verification that the report holder’s quality-assurance program is audited by a quality-assurance entity approved by the Florida Building Commission for the type of inspections being conducted is the responsibility of an approved validation entity (or the code official when the report holder does not possess an approval by the Commission). This supplement expires concurrently with the evaluation report, reissued February 2026. PRODUCTTECHNICAL GUIDE Steel Stud Manufacturers Association Copyright © 2015 by the Steel Stud Manufacturers Association www.SSMA.com SSMA Headquarters SSMA Member Locations Effective 8/14/15 and supersedes all previous information. www.SSMA.comSteel Stud Manufacturers Association 35 Wacker Drive, Suite 850 Chicago, IL 60601 Phone: 312-224-2570 Technical Oce: 855-345-SSMA Email: info@SSMA.com Allsteel & Gypsum Products Inc Phone: 954-587-1900 www.AllSteelProducts.com Consolidated Fabricators, Corp. Phone: 909-770-8920 www.CONFABbpd.com CRACO Manufacturing, Inc. Phone: 803-684-5544 www.CRACOMetals.com Custom Stud, Inc. Phone: 952-985-7000 www.CustomStud.com FRAMETEK Steel Products Phone: 951-369-5204 www.FRAMETEKSteel.com Olmar Supply Inc. Phone: 925-447-3500 www.OLMARSupply.com Quail Run Building Materials Phone: 602-269-2316 www.QRBM.com SCAFCO Steel Stud Company Phone: 509-343-9000 www.SCAFCO.com Steel Construction Systems Phone: 407-438-1664 www.SteelConSystems.com United Metal Products, Inc. Phone: 951-739-9535 www.UnitedMetalProducts.com 3064P www.SSMA.com2 Copyright © 2015 by the SSMA Product Identification All SSMA products have a four-part identification code that identifies the web depth, flange width, style, and mil thickness. "S" - C-STUD/JOIST S-SECTIONS* "T" - TRACK T-SECTIONS "U" - CHANNEL U-SECTIONS "F" - FURRING CHANNEL F-SECTIONS Note: For sections available in both 33 and 50 ksi, the specifier must clearly indicate which yield point is required when ordering. For example: 600S162-54 (50 ksi). * For "S" members, see table on page 5 for stiffening lip length. Nomenclature Example Mil Thickness (Example: 0.054" = 54 mils; 1 mil = 1⁄1000 inch) Mil thickness is the minimum base steel thickness measured in 1⁄1000 inch. Minimum base steel thickness represents 95 percent of the design thickness. Flange Width (Example: 1 5⁄8" = 1.625" ≈ 162 × 1⁄100 inch) All flange widths are given in 1⁄100 inch. Member Web Depth (Example: 6" = 600 × 1⁄100 inch) All member depths are given in 1⁄100 inch. For all "T" sections, member depth is the inside to inside dimension. Style (Example: Stud or Joist section = S) Nomenclature uses the following four characters to designate the profile: S = Stud or Joist Sections T = Track Sections U = Channel Sections F = Furring Channel Sections 600 S 162 54 www.SSMA.com 3Complies With 2009, 2012 and 2015 IBC Table of Contents General Product Information 4 - 5 Mission Statement 4 Introduction 4 Technical Assistance 4 Code Approval 4 Material Specifications 4 Disclaimer 4 General Notes for All Tables 5 Steel Thickness Table 5 Stiffening Lip Length Table 5 Definitions of Structural Property Symbols 6 Web Depth-to-Thickness Ratios 6 Section Properties 7 - 18 Nonstructural (S) Section Properties 7 Structural (S) Section Properties 8 - 14 Track (T) Section Properties 15 - 18 Interior Wall Height Tables 19 - 24 Interior Wall Heights - Composite 19 - 20 Interior Wall Limiting Heights Non-Composite - Fully Braced 21 - 22 Interior Wall Limiting Heights Braced at 48" oc 23 - 24 Exterior Wall Height Tables 25 - 30 Curtain Wall Limiting Heights Single Span 25 - 27 Curtain Wall Limiting Heights Double Span 28 - 30 Combined Axial and Lateral Loads 31 - 41 5 psf Lateral Load (Interior Walls) 31 - 32 15 psf Lateral Load 32 - 33 20 psf Lateral Load 34 - 35 25 psf Lateral Load 35 - 36 30 psf Lateral Load 36 - 37 35 psf Lateral Load 38 - 39 40 psf Lateral Load 39 - 40 50 psf Lateral Load 40 - 41 Floor Joist Spans 42 - 55 Floor Joist Bridging and Bracing Requirements 42 Joist Bridging Detail 42 10 psf Dead Load and 20 psf Live Load 43 - 44 10 psf Dead Load and 30 psf Live Load 45 - 46 10 psf Dead Load and 40 psf Live Load 47 - 48 10 psf Dead Load and 50 psf Live Load 49 - 50 15 psf Dead Load and 125 psf Live Load 51 - 52 40 psf Dead Load and 125 psf Live Load 53 - 54 Floor Joist Web Stiffener Details 55 Header Loads 56 - 57 Web Crippling Loads 58 - 60 Web Crippling Conditions 58 Allowable Web Crippling Loads (lbs) Single Members (S-Sections) 59 Allowable Web Crippling Loads (lbs) Back-to-Back Members (S-Sections) 60 (Hat) Furring Channel Properties (F-Sections) 61 (Hat) Furring Channel Section Properties (F-Sections) 61 Soffit/Ceiling Table Notes & Bracing Details Spans 61 - 67 Mid-Span Bracing Details for Ceilings 61 Interior Allowable Ceiling/Soffit Spans (S-Sections) - L/240 62 Interior Allowable Ceiling/Soffit Spans (S-Sections) - L/360 63 Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L/240 64 - 65 Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L360 66 - 67 (Hat) Section Properties & Ceiling Spans (F-Sections) 64 (Hat) Furring channel Section Properties (F-Sections) 68 (Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/240 68 (Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/360 68 Section Properties & Ceiling Spans (U-Sections) 69 U-Channel Section Properties 69 Allowable Ceiling Spans (U-Sections) - L/240 69 Allowable Ceiling Spans (U-Sections) - L/360 69 Screw and Weld Capacities 70 Allowable Screw Connection Capacity 70 Allowable Weld Capacity 70 Typical Details 71 Flat Strap Lateral Bracing 71 Deflection Track 71 U-Channel Lateral Bracing 71 Slide Clip Attachment 71 Wall Stud Web Stiffener 71 Code Compliance Certification Program Back Cover www.SSMA.com4 Copyright © 2015 by the SSMA Mission Statement The SSMA's mission is to be the unified voice of the steel framing manufacturing industry, by being the leader in supporting the development and maintenance of quality product standards and specifications, and by creating growth opportunities for cold-formed steel through research, marketing, and education. General Product Information 1A653 Standard for steel sheet, zinc coated (galvanized) or zinc-iron alloy-coated (galvannealed) by the hot-dip process 2A792 Standard for steel sheet, 55% aluminum-zinc alloy-coated by the hot-dip process 3A875 Standard for steel sheet, zinc-5% aluminum alloy-coated by the hot-dip process 4A463 Standard for steel sheet, aluminum coated by the hot-dip process 5A879 Standard for steel sheet, zinc coated by the electrolytic process for application requiring designation of the coating mass on each surface ANo tensile requirements for nonstructural steel in accordance with ASTM A1003 standards Introduction The increasing environmental concerns in the world today have caused us all to examine the way we live. These issues have affected every aspect of our lives, including the materials we use in construction. The use of cold-formed steel members benefit the environment, contractor, designer, and developer more than other material. Steel is not only a recyclable product, but also a stronger product that allows for longer clear-spans. Cold-formed steel is lighter to provide ease of handling, and is a dimensionally stable product, giving a "straight" wall with which to work. It doesn't suffer fluctuation in price, making it easier to bid a project. Quality control is stressed in all phases of the manufacturing process so the highest possible quality is delivered to the jobsite. The structural shapes manufactured are easily used for nonstructural and structural wall assemblies, floor and ceiling joist assemblies, trusses, and panelized systems. SSMA in collaboration with the American Iron and Steel Institute (AISI) has developed and adopted a standard designator system for identifying cold-formed steel framing members. Using a standard system will eliminate the confusion caused by individual manufacturers' varied designators. Technical Assistance Professional technical assistance is available through SSMA or individual manufacturers' technical departments. Code Approval SSMA structural and nonstructural cold-formed framing product specifications meet the stringent requirements of International Code Council Evaluation Services in conjunction with SSMA ICC- ES evaluation report (ESR-3064P). The product specification and documented quality control system & procedures are verified during regular inspections by ICC-ES, the leader in the technical evaluations for code compliance of the building products. Disclaimer All data, specifications, and details contained in this publication are intended as a general guide for using SSMA members' products. These products should not be used in design or construction without an independent evaluation by a qualified engineer or architect to verify the suitability of a particular product for use in a specific application. The SSMA and its members assume no liability for product failure resulting from the use or misapplication of computations, detail drawings, and specifications contained herein. This publication contains the latest information available at the time of printing with respect to the referenced building codes and standards. The SSMA and its members reserve the right to make modifications and/or change materials of any of their products without prior notice or obligation. For the latest information regarding a particular manufacturer's products, contact that manufacturer. All SSMA manufacturers may not produce all of the products contained in this catalog. Please contact individual manufacturer to verify product availability. Material Specifications Structural and nonstructural members are coated to meet the minimum code requirements. Higher corrosion protection coatings such as G90 are available upon request. Products manufactured by SSMA members are cold-formed from corrosion protected steel coils or sheets and meet the following specifications requirements: Product Type Material Specifications Min Yield Min Tensile Minimum Metallic Coating Designation Nonstructural Products ASTM C645 ASTM A653, SS Grade 33 33 ksi 45 ksi G40 ASTM A1003, Grade 33 (NS33)33 ksi ... A G401, A401, AZ502, GF303, T1-254, T2-1004, 60G/60G5 Structural Products ASTM C955 (CP60 Coatings) ASTM A653, SS Grade 33 33 ksi 45 ksi G60 ASTM A1003, Grade 33 Type H (ST33H)33 ksi 45 ksi G601, A601, AZ502, GF303 ASTM A653, SS Grade 50 Class 1 50 ksi 65 ksi G60 ASTM A1003, Grade 50 Type H (ST50H)50 ksi 65 ksi G601, A601, AZ502, GF303 ASTM A653 HSLA Grade 50 50 ksi 65 ksi G60 www.SSMA.com 5Complies With 2009, 2012 and 2015 IBC Stiffening Lip Length Table Member Flange Width Stiffening Lip Length (in) S125 1 ¼"0.188 S137 1 ⅜"0.375 S162 1 ⅝"0.500 S200 2"0.625 S250 2 ½"0.625 S300 3"0.625 S350 3 ½"1.000 Steel Thickness Table Designation Thickness (mil)Minimum Thickness 1 (in)Design Thickness 1 (in) Design Inside Corner Radii 2 (in) Reference Only Gauge No. 18 0.0179 0.0188 0.0843 25 27 0.0269 0.0283 0.0796 22 30 0.0296 0.0312 0.0781 20 – Drywall 33 0.0329 0.0346 0.0764 20 – Structural 43 0.0428 0.0451 0.0712 18 54 0.0538 0.0566 0.0849 16 68 0.0677 0.0713 0.1069 14 97 0.0966 0.1017 0.1525 12 118 0.1180 0.1242 0.1863 10 1Minimum thickness represents 95% of the design thickness and is the minimum acceptable thickness delivered to the jobsite based on AISI S100-07 Section A2.4. 2The tables in this catalog are calculated based on inside corner radii listed in this table. The inside corner radius is the maximum of 3/32 – t/2 or 1.5t, truncated after the fourth decimal place (t = design thickness). Centerline bend radius is calculated by adding half of the design thickness to listed corner radius. General Notes for All Tables General Product Information C.L.C.L. 24" Min 10" Min Centerline of Web ¾" or 1 ½" Typ 4" Typ 1. The values in this catalog are based on the North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-07 as referenced by 2009 International Building Code (IBC), AISI S100-07 with Supplement S2-10 as referenced by 2012 IBC and AISI S100-12 as referenced by 2015 IBC. 2. Where AISI S100 is referenced, it is the North American Specification for the Design of Cold-Formed Steel Structural Members, AISI S100-07 with Supplement S2-10 and AISI S100- 12, as applicable with U.S. provisions. 3. The structural properties included in this catalog have been computed based on allowable strength design (ASD) method. 4. Distortional buckling calculations are based on Kφ = 0. 5. The effective moment of inertia for deflection is calculated at a stress that results in a section modulus such that the stress times the section modulus at that stress is equal to the allowable moment. AISI S100 Procedure I for serviceability determination has been used. 6. Various sections may be manufactured with yield points of 33 or 50 kips per square inch (ksi). The yield point used for calculations is indicated in the tables. 7. For sections available in both 33 and 50 ksi, the specifier must clearly indicate which yield point is required. For example: 362S162-54 (50 ksi). 8. Conditions with loads that exceed the 10 psf limit for nonstructural members require an approved CP60 coating. 9. When provided, factory punchouts will be located along the center line of the webs of the stud members and will have a minimum center-to-center spacing of 24". Punchouts for members greater than 2 ½" deep are a maximum of 1 ½" wide x 4 ½" long. Members with depths 2 ½" and smaller are maximum ¾" wide x 4 ½" long. Any configuration or combination of holes that fit within the punchout width and length limitations mentioned above shall be permitted; other punchout configurations and locations not in compliance with limitations listed above must be approved by a design professional. Values herein are based on punchout configuration and location as illustrated below. 10. The 10" end distance shown may be altered if calculations are in conformance with code. www.SSMA.com6 Copyright © 2015 by the SSMA Gross Properties Ix: Moment of inertia of the cross section about the x-axis. Sx: Section modulus about the x-axis. R x: Radius of gyration of cross section about the x-axis. Iy: Moment of inertia of cross section about the y-axis. Ry: Radius of gyration of cross section about the y-axis. Effective Properties Ixe: Effective moment of inertia about the x-axis. Sxe: Effective section modulus about the x-axis. Mal: Allowable moment based on local buckling. Mad: Allowable moment based on distortional buckling, assuming Kφ = 0. Ma: Allowable moment for track and channel members, based on local buckling only. Vag: Allowable strong axis shear away from punchout, calculated in accordance with AISI S100 Section C3.2.1. Vanet: Allowable strong axis shear at the punchout, calculated in accordance with AISI S100 Section C3.2.2. Torsional and Other Properties J: St. Venant torsional constant. The numbers shown in the tables for J have been multiplied by 1,000. The actual values can be obtained by dividing the listed numbers by 1,000. Cw: Torsional warping constant. Xo: Distance from the shear center to the centroid along the principal x-axis. m: Distance from shear center to mid-plane of web. Ro: Polar radius of gyration of cross section about the shear center. β: 1- (Xo/Ro)2 L u: Critical unbraced length for lateral-torsional buckling. Members are considered fully braced when unbraced length is less than Lu. Kφ Distortional buckling moment (Mad) is calculated without the beneficial effect of sheathing to rotational stiffness. Kφ = 0. X X Y Definitions of Structural Property Symbols Web Depth (h) to Thickness (t) Ratios 2,3,4 1h/t exceeds 200 2h value used for h/t calculation is the flat width of the web. For S members, this is the out-to-out member size, minus twice the thickness, minus twice the inside bend radius. 3h/t values exceeding 260 are marked with a dash ( - ). 4h/t values in this table apply to S (studs and joists) members only and do not apply to tracks and channels. Mil Thickness 18 mil 27 mil 30 mil 33 mil 43 mil 54 mil 68 mil 97 mil 118 mil Design Thickness (in)0.0188 0.0283 0.0312 0.0346 0.0451 0.0566 0.0713 0.1017 0.1242 Inside Bend Radius (in)0.0843 0.0796 0.0781 0.0764 0.0712 0.0849 0.1069 0.1525 0.1863 Depth (in)h (in)h/t h (in)h/t h (in)h/t h (in)h/t h (in)h/t h (in)h/t h (in)h/t h (in)h/t h (in)h/t 1.625 1.419 75 1.409 50 1.406 45 1.403 41 1.392 31 1.342 24 1.269 18 1.117 11 1.004 8 2.5 2.294 122 2.284 81 2.281 73 2.278 66 2.267 50 2.217 39 2.144 30 1.992 20 1.879 15 3.5 3.294 175 3.284 116 3.281 105 3.278 95 3.267 72 3.217 57 3.144 44 2.992 29 2.879 23 3.625 3.419 182 3.409 120 3.406 109 3.403 98 3.392 75 3.342 59 3.269 46 3.117 31 3.004 24 4 3.794 202 1 3.784 134 3.781 121 3.778 109 3.767 84 3.717 66 3.644 51 3.492 34 3.379 27 5.5 5.294 -5.284 187 5.281 169 5.278 153 5.267 117 5.217 92 5.144 72 4.992 49 4.879 39 6 5.794 -5.784 204 1 5.781 185 5.778 167 5.767 128 5.717 101 5.644 79 5.492 54 5.379 43 8 7.794 -7.784 -7.781 249 1 7.778 225 1 7.767 172 7.717 136 7.644 107 7.492 74 7.379 59 10 9.794 -9.784 -9.781 -9.778 -9.767 217 1 9.717 172 9.644 135 9.492 93 9.379 76 12 11.794 -11.784 -11.781 -11.778 -11.767 -11.717 207 1 11.644 164 11.492 113 11.379 92 14 13.794 -13.784 -13.781 -13.778 -13.767 -13.717 242 1 13.644 192 13.492 133 13.379 108 16 15.794 -15.784 -15.781 -15.778 -15.767 -15.717 -15.644 220 1 15.492 152 15.379 124 www.SSMA.com 7Complies With 2009, 2012 and 2015 IBC Table Notes Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 162S125-18 0.0188 33 0.080 0.27 0.038 0.046 0.686 0.016 0.447 0.034 0.031 0.61 0.65 302 100 0.009 0.009 -1.029 0.594 1.315 0.388 29.0 162S125-27 0.0283 33 0.120 0.41 0.056 0.068 0.682 0.023 0.443 0.055 0.053 1.05 1.14 494 106 0.032 0.013 -1.017 0.587 1.302 0.390 29.1 162S125-30 0.0312 33 0.131 0.45 0.061 0.075 0.681 0.026 0.441 0.060 0.060 1.19 1.29 543 106 0.043 0.014 -1.014 0.585 1.298 0.390 29.2 162S125-33 0.0346 33 0.145 0.49 0.067 0.083 0.679 0.028 0.440 0.066 0.069 1.37 1.48 601 105 0.058 0.016 -1.010 0.583 1.294 0.391 29.2 250S125-18 0.0188 33 0.097 0.33 0.099 0.079 1.014 0.019 0.439 0.089 0.059 1.17 1.03 258 196 0.011 0.023 -0.904 0.543 1.427 0.599 29.0 250S125-27 0.0283 33 0.144 0.49 0.147 0.118 1.009 0.027 0.434 0.144 0.097 1.92 1.83 685 344 0.039 0.034 -0.893 0.536 1.416 0.602 28.9 250S125-30 0.0312 33 0.159 0.54 0.161 0.129 1.008 0.030 0.433 0.159 0.110 2.17 2.09 832 378 0.052 0.037 -0.889 0.534 1.412 0.603 28.9 250S125-33 0.0346 33 0.176 0.60 0.178 0.142 1.006 0.033 0.431 0.175 0.125 2.48 2.41 975 399 0.070 0.040 -0.885 0.532 1.408 0.605 28.9 250S125-43 0.0451 33 0.227 0.77 0.228 0.182 1.001 0.041 0.426 0.225 0.177 3.49 3.43 1265 394 0.154 0.050 -0.873 0.525 1.396 0.608 28.9 250S125-54 0.0566 33 0.280 0.95 0.277 0.222 0.994 0.049 0.419 0.277 0.218 4.98 2 5.07 1553 373 0.299 0.060 -0.859 0.518 1.379 0.612 26.8 250S125-54 0.0566 50 0.280 0.95 0.277 0.222 0.994 0.049 0.419 0.274 0.209 6.25 6.17 2353 565 0.299 0.060 -0.859 0.518 1.379 0.612 23.3 250S125-68 0.0713 33 0.345 1.18 0.334 0.267 0.984 0.057 0.408 0.334 0.266 6.30 2 6.32 1891 342 0.585 0.072 -0.839 0.508 1.356 0.617 26.5 250S125-68 0.0713 50 0.345 1.18 0.334 0.267 0.984 0.057 0.408 0.334 0.262 7.84 8.01 2866 519 0.585 0.072 -0.839 0.508 1.356 0.617 23.3 350S125-18 0.0188 33 0.115 0.39 0.215 0.123 1.366 0.021 0.423 0.203 0.072 1.42 1.47 180 159 0.014 0.050 -0.797 0.495 1.637 0.763 28.8 350S125-27 0.0283 33 0.173 0.59 0.320 0.183 1.361 0.030 0.418 0.315 0.130 2.57 2.65 614 359 0.046 0.072 -0.787 0.489 1.627 0.766 28.7 350S125-30 0.0312 33 0.190 0.65 0.351 0.201 1.359 0.033 0.417 0.346 0.150 2.96 3.04 824 436 0.062 0.079 -0.784 0.487 1.624 0.767 28.6 350S125-33 0.0346 33 0.210 0.72 0.387 0.221 1.358 0.036 0.415 0.382 0.175 3.45 3.53 1024 487 0.084 0.087 -0.780 0.485 1.620 0.768 28.6 350S125-43 0.0451 33 0.272 0.93 0.498 0.284 1.352 0.046 0.410 0.495 0.258 5.10 5.11 1739 631 0.184 0.109 -0.769 0.479 1.609 0.771 28.4 350S125-54 0.0566 33 0.337 1.15 0.608 0.348 1.344 0.055 0.402 0.608 0.328 6.49 6.87 2253 633 0.360 0.131 -0.755 0.471 1.593 0.775 28.4 350S125-54 0.0566 50 0.337 1.15 0.608 0.348 1.344 0.055 0.402 0.604 0.308 9.22 9.25 3372 947 0.360 0.131 -0.755 0.471 1.593 0.775 22.9 350S125-68 0.0713 33 0.417 1.42 0.739 0.422 1.332 0.064 0.391 0.737 0.409 9.67 2 9.98 2774 592 0.706 0.156 -0.737 0.462 1.571 0.780 25.7 350S125-68 0.0713 50 0.417 1.42 0.739 0.422 1.332 0.064 0.391 0.737 0.400 11.97 12.54 4202 897 0.706 0.156 -0.737 0.462 1.571 0.780 22.8 362S125-18 0.0188 33 0.118 0.40 0.234 0.129 1.409 0.021 0.421 0.221 0.075 1.48 1.52 173 163 0.014 0.054 -0.786 0.490 1.667 0.778 28.8 362S125-27 0.0283 33 0.176 0.60 0.347 0.192 1.404 0.031 0.416 0.342 0.135 2.67 2.75 592 370 0.047 0.079 -0.776 0.484 1.657 0.781 28.6 362S125-30 0.0312 33 0.194 0.66 0.381 0.210 1.402 0.033 0.415 0.376 0.156 3.08 3.17 794 449 0.063 0.086 -0.773 0.482 1.654 0.782 28.6 362S125-33 0.0346 33 0.215 0.73 0.421 0.232 1.400 0.037 0.413 0.415 0.182 3.59 3.67 1024 521 0.086 0.094 -0.769 0.480 1.650 0.783 28.5 362S125-43 0.0451 33 0.278 0.95 0.540 0.298 1.395 0.046 0.408 0.537 0.269 5.31 5.33 1739 676 0.188 0.118 -0.758 0.473 1.639 0.786 28.4 362S125-54 0.0566 33 0.344 1.17 0.661 0.365 1.386 0.055 0.400 0.661 0.343 6.78 7.19 2341 705 0.367 0.142 -0.744 0.466 1.623 0.790 28.3 362S125-54 0.0566 50 0.344 1.17 0.661 0.365 1.386 0.055 0.400 0.656 0.321 9.62 9.65 3372 1016 0.367 0.142 -0.744 0.466 1.623 0.790 22.8 362S125-68 0.0713 33 0.426 1.45 0.803 0.443 1.374 0.065 0.389 0.802 0.430 8.51 8.76 2884 662 0.721 0.169 -0.726 0.457 1.602 0.795 28.2 362S125-68 0.0713 50 0.426 1.45 0.803 0.443 1.374 0.065 0.389 0.802 0.418 12.52 13.11 4370 1004 0.721 0.169 -0.726 0.457 1.602 0.795 22.7 400S125-18 1 0.0188 33 0.125 0.42 0.294 0.147 1.536 0.021 0.414 0.281 0.083 1.64 1.68 156 156 0.015 0.068 -0.754 0.475 1.760 0.816 28.7 400S125-27 0.0283 33 0.187 0.64 0.438 0.219 1.531 0.031 0.410 0.431 0.151 2.97 3.07 533 398 0.050 0.098 -0.744 0.469 1.751 0.819 28.5 400S125-30 0.0312 33 0.206 0.70 0.481 0.240 1.529 0.034 0.408 0.474 0.174 3.44 3.53 715 484 0.067 0.107 -0.741 0.467 1.748 0.820 28.5 400S125-33 0.0346 33 0.228 0.77 0.531 0.265 1.527 0.038 0.407 0.524 0.203 4.01 4.10 976 595 0.091 0.118 -0.738 0.465 1.744 0.821 28.4 400S125-43 0.0451 33 0.295 1.00 0.682 0.341 1.521 0.048 0.402 0.680 0.301 5.96 5.99 1739 810 0.200 0.148 -0.727 0.459 1.733 0.824 28.2 400S125-54 0.0566 33 0.365 1.24 0.835 0.418 1.512 0.057 0.394 0.835 0.387 7.65 8.12 2603 944 0.390 0.178 -0.713 0.451 1.718 0.828 28.1 400S125-54 0.0566 50 0.365 1.24 0.835 0.418 1.512 0.057 0.394 0.830 0.361 10.81 10.87 3372 1223 0.390 0.178 -0.713 0.451 1.718 0.828 22.7 400S125-68 0.0713 33 0.452 1.54 1.017 0.509 1.499 0.066 0.383 1.015 0.492 9.72 10.05 3215 895 0.767 0.213 -0.695 0.442 1.696 0.832 28.0 400S125-68 0.0713 50 0.452 1.54 1.017 0.509 1.499 0.066 0.383 1.015 0.474 14.18 14.84 4871 1356 0.767 0.213 -0.695 0.442 1.696 0.832 22.5 550S125-18 1, 3 0.0188 33 0.153 0.52 0.630 0.229 2.029 0.023 0.390 ------0.018 0.140 -0.651 0.423 2.166 0.910 22.9 550S125-27 0.0283 33 0.229 0.78 0.938 0.341 2.023 0.034 0.385 0.898 0.246 4.86 4.26 382 382 0.061 0.205 -0.641 0.417 2.157 0.912 27.9 550S125-30 0.0312 33 0.252 0.86 1.031 0.375 2.021 0.037 0.384 0.996 0.286 5.65 4.95 512 512 0.082 0.224 -0.639 0.415 2.154 0.912 27.9 550S125-33 0.0346 33 0.279 0.95 1.139 0.414 2.019 0.041 0.382 1.111 0.335 6.62 5.78 699 699 0.112 0.246 -0.635 0.413 2.151 0.913 27.8 550S125-43 0.0451 33 0.362 1.23 1.468 0.534 2.013 0.052 0.377 1.458 0.500 9.88 8.61 1550 1199 0.246 0.309 -0.625 0.407 2.141 0.915 27.6 550S125-54 0.0566 33 0.450 1.53 1.805 0.656 2.002 0.061 0.369 1.805 0.647 12.79 11.92 2739 1666 0.481 0.374 -0.613 0.401 2.126 0.917 27.3 550S125-54 0.0566 50 0.450 1.53 1.805 0.656 2.002 0.061 0.369 1.791 0.606 18.13 15.75 3093 1881 0.481 0.374 -0.613 0.401 2.126 0.917 22.1 550S125-68 0.0713 33 0.559 1.90 2.209 0.803 1.987 0.072 0.358 2.205 0.801 18.94 2 18.59 4347 2057 0.948 0.448 -0.597 0.392 2.106 0.920 24.6 550S125-68 0.0713 50 0.559 1.90 2.209 0.803 1.987 0.072 0.358 2.205 0.791 23.68 21.98 5350 2532 0.948 0.448 -0.597 0.392 2.106 0.920 21.8 600S125-18 1, 3 0.0188 33 0.162 0.55 0.778 0.259 2.189 0.024 0.382 ------0.019 0.172 -0.623 0.408 2.308 0.927 22.7 600S125-27 1 0.0283 33 0.243 0.83 1.160 0.387 2.183 0.035 0.377 1.097 0.271 5.35 4.63 349 349 0.065 0.251 -0.614 0.402 2.299 0.929 27.7 600S125-30 0.0312 33 0.268 0.91 1.275 0.425 2.181 0.038 0.376 1.218 0.315 6.22 5.39 468 468 0.087 0.274 -0.611 0.401 2.296 0.929 27.6 600S125-33 0.0346 33 0.297 1.01 1.409 0.470 2.179 0.042 0.374 1.361 0.369 7.30 6.32 638 638 0.118 0.300 -0.608 0.399 2.293 0.930 27.6 600S125-43 0.0451 33 0.385 1.31 1.817 0.606 2.173 0.053 0.369 1.807 0.555 10.96 9.46 1416 1240 0.261 0.378 -0.598 0.393 2.284 0.931 27.3 600S125-54 0.0566 33 0.479 1.63 2.236 0.745 2.161 0.063 0.362 2.236 0.727 14.37 13.18 2739 1890 0.511 0.457 -0.586 0.386 2.269 0.933 27.1 600S125-54 0.0566 50 0.479 1.63 2.236 0.745 2.161 0.063 0.362 2.220 0.673 20.15 17.34 2823 1947 0.511 0.457 -0.586 0.386 2.269 0.933 21.9 600S125-68 0.0713 33 0.595 2.02 2.740 0.913 2.146 0.073 0.351 2.735 0.911 21.53 2 20.65 4347 2339 1.008 0.548 -0.570 0.378 2.248 0.936 24.4 600S125-68 0.0713 50 0.595 2.02 2.740 0.913 2.146 0.073 0.351 2.735 0.898 26.88 24.34 5350 2879 1.008 0.548 -0.570 0.378 2.248 0.936 21.6 800S125-33 1 0.0346 33 0.366 1.25 2.881 0.720 2.806 0.044 0.347 2.656 0.507 10.02 8.22 474 474 0.146 0.582 -0.519 0.349 2.875 0.967 26.6 800S125-43 0.0451 33 0.475 1.62 3.721 0.930 2.799 0.056 0.342 3.581 0.773 15.27 12.56 1051 1051 0.322 0.735 -0.510 0.344 2.865 0.968 26.3 800S125-54 0.0566 33 0.592 2.01 4.593 1.148 2.786 0.066 0.335 4.566 1.035 20.46 17.87 2091 2091 0.632 0.889 -0.499 0.338 2.850 0.969 26.0 800S125-54 0.0566 50 0.592 2.01 4.593 1.148 2.786 0.066 0.335 4.431 0.942 28.21 23.18 2091 2091 0.632 0.889 -0.499 0.338 2.850 0.969 21.1 800S125-68 0.0713 33 0.738 2.51 5.653 1.413 2.768 0.078 0.324 5.644 1.375 27.18 25.21 4221 3367 1.250 1.068 -0.485 0.330 2.829 0.971 25.6 800S125-68 0.0713 50 0.738 2.51 5.653 1.413 2.768 0.078 0.324 5.632 1.287 38.54 33.22 4221 3367 1.250 1.068 -0.485 0.330 2.829 0.971 20.8 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. 3Where web height-to-thickness ratio exceeds 260 or flange width-to-thickness ratio exceeds 60, effective properties are not calculated. See AISI S100 Section B1. Application of these products in a non-composite design shall be approved by a design professional. Nonstructural (S) Section Properties 1. The centerline bend radius is based on inside corner radii shown in the steel thickness table on page 5. 2. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI S100 Section A7.2. 3. Tabulated gross properties are based on the full-unreduced cross section of the studs away from punchouts. 4. For deflection calculations, use the effective moment of inertia. 5. Allowable moment is the lesser of Mal and Mad. Stud distortional buckling is based on an assumed Kφ = 0. 6. See page 5 for additional table notes. www.SSMA.com8 Copyright © 2015 by the SSMA Structural (S) Section Properties Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 250S137-33 0.0346 33 0.197 0.67 0.203 0.163 1.015 0.052 0.515 0.203 0.158 3.11 3.10 975 399 0.079 0.076 -1.141 0.677 1.612 0.499 35.6 250S137-43 0.0451 33 0.255 0.87 0.261 0.208 1.010 0.067 0.511 0.261 0.205 4.53 2 4.60 1265 394 0.173 0.096 -1.129 0.670 1.599 0.501 33.6 250S137-54 0.0566 33 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.255 5.76 2 5.75 1553 373 0.337 0.115 -1.115 0.663 1.583 0.504 33.4 250S137-54 0.0566 50 0.316 1.07 0.318 0.255 1.004 0.080 0.504 0.318 0.244 8.22 2 8.34 2353 565 0.337 0.115 -1.115 0.663 1.583 0.504 27.1 250S137-68 0.0713 33 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.309 7.19 2 7.19 1891 342 0.661 0.138 -1.096 0.653 1.561 0.507 33.1 250S137-68 0.0713 50 0.390 1.33 0.386 0.309 0.994 0.095 0.495 0.386 0.308 10.65 2 10.67 2866 519 0.661 0.138 -1.096 0.653 1.561 0.507 26.8 250S137-97 0.1017 33 0.533 1.81 0.506 0.405 0.975 0.120 0.475 0.506 0.405 10.01 10.01 2506 283 1.839 0.176 -1.057 0.633 1.514 0.513 33.1 250S137-97 0.1017 50 0.533 1.81 0.506 0.405 0.975 0.120 0.475 0.506 0.405 14.75 14.75 3798 429 1.839 0.176 -1.057 0.633 1.514 0.513 26.5 250S162-33 0.0346 33 0.223 0.76 0.235 0.188 1.027 0.087 0.624 0.235 0.180 3.55 3.56 975 399 0.089 0.146 -1.470 0.859 1.898 0.401 44.1 250S162-43 0.0451 33 0.289 0.98 0.302 0.242 1.022 0.111 0.620 0.302 0.240 5.22 2 5.25 1265 394 0.196 0.184 -1.457 0.852 1.885 0.402 42.1 250S162-54 0.0566 33 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.296 6.57 2 6.57 1553 373 0.383 0.223 -1.443 0.845 1.868 0.403 41.8 250S162-54 0.0566 50 0.358 1.22 0.370 0.296 1.016 0.135 0.613 0.370 0.284 9.42 2 9.46 2353 565 0.383 0.223 -1.443 0.845 1.868 0.403 33.9 250S162-68 0.0713 33 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.360 8.21 2 8.21 1891 342 0.752 0.268 -1.424 0.835 1.846 0.405 41.7 250S162-68 0.0713 50 0.443 1.51 0.450 0.360 1.007 0.162 0.605 0.450 0.357 12.11 2 12.21 2866 519 0.752 0.268 -1.424 0.835 1.846 0.405 33.7 250S162-97 0.1017 33 0.61 2.07 0.596 0.477 0.989 0.209 0.586 0.596 0.477 11.45 11.45 2506 283 2.102 0.346 -1.386 0.815 1.801 0.408 41.9 250S162-97 0.1017 50 0.61 2.07 0.596 0.477 0.989 0.209 0.586 0.596 0.477 16.93 16.93 3798 429 2.102 0.346 -1.386 0.815 1.801 0.408 33.5 250S200-33 0.0346 33 0.258 0.88 0.279 0.223 1.040 0.154 0.773 0.276 0.197 3.90 4.09 975 399 0.103 0.302 -1.926 1.108 2.321 0.312 56.0 250S200-43 0.0451 33 0.334 1.14 0.358 0.287 1.036 0.198 0.769 0.358 0.278 5.49 5.66 1265 394 0.227 0.382 -1.914 1.101 2.308 0.312 56.1 250S200-54 0.0566 33 0.415 1.41 0.440 0.352 1.030 0.241 0.763 0.44 0.352 7.65 7.65 1553 373 0.443 0.464 -1.899 1.093 2.291 0.313 53.7 250S200-54 0.0566 50 0.415 1.41 0.440 0.352 1.030 0.241 0.763 0.44 0.321 9.60 10.11 2353 565 0.443 0.464 -1.899 1.093 2.291 0.313 45.5 250S200-68 0.0713 33 0.515 1.75 0.537 0.430 1.022 0.293 0.754 0.537 0.430 9.57 9.57 1891 342 0.872 0.561 -1.881 1.084 2.270 0.313 53.7 250S200-68 0.0713 50 0.515 1.75 0.537 0.430 1.022 0.293 0.754 0.537 0.417 13.84 14.27 2866 519 0.872 0.561 -1.881 1.084 2.270 0.313 43.4 250S200-97 0.1017 33 0.711 2.42 0.718 0.575 1.005 0.386 0.736 0.718 0.575 13.36 13.36 2506 283 2.452 0.735 -1.843 1.063 2.224 0.314 54.2 250S200-97 0.1017 50 0.711 2.42 0.718 0.575 1.005 0.386 0.736 0.718 0.575 19.82 19.82 3798 429 2.452 0.735 -1.843 1.063 2.224 0.314 43.4 250S250-43 0.0451 33 0.379 1.29 0.426 0.341 1.060 0.336 0.941 0.426 0.297 5.87 6.24 1265 394 0.257 0.638 -2.404 1.359 2.791 0.258 66.8 250S250-54 0.0566 33 0.471 1.60 0.524 0.419 1.055 0.412 0.935 0.524 0.379 7.49 8.22 1553 373 0.503 0.778 -2.389 1.351 2.774 0.258 67.3 250S250-54 0.0566 50 0.471 1.60 0.524 0.419 1.055 0.412 0.935 0.521 0.341 10.22 11.02 2353 565 0.503 0.778 -2.389 1.351 2.774 0.258 54.1 250S250-68 0.0713 33 0.586 1.99 0.643 0.514 1.047 0.503 0.926 0.643 0.495 10.79 11.19 1891 342 0.993 0.944 -2.371 1.341 2.752 0.258 64.6 250S250-68 0.0713 50 0.586 1.99 0.643 0.514 1.047 0.503 0.926 0.643 0.446 13.35 14.59 2866 519 0.993 0.944 -2.371 1.341 2.752 0.258 54.5 250S250-97 0.1017 33 0.813 2.77 0.864 0.692 1.031 0.670 0.908 0.864 0.69 15.60 15.62 2506 283 2.803 1.245 -2.332 1.32 2.707 0.258 65.6 250S250-97 0.1017 50 0.813 2.77 0.864 0.692 1.031 0.670 0.908 0.864 0.663 22.31 23.26 3798 429 2.803 1.245 -2.332 1.32 2.707 0.258 52.4 350S137-33 0.0346 33 0.232 0.79 0.441 0.252 1.380 0.059 0.503 0.441 0.223 4.41 4.54 1024 487 0.093 0.153 -1.016 0.621 1.786 0.676 34.8 350S137-43 0.0451 33 0.300 1.02 0.568 0.324 1.375 0.075 0.498 0.568 0.307 6.07 6.38 1739 631 0.204 0.193 -1.005 0.615 1.774 0.679 34.7 350S137-54 0.0566 33 0.372 1.27 0.696 0.398 1.367 0.090 0.492 0.696 0.385 7.61 7.86 2253 633 0.398 0.233 -0.991 0.607 1.759 0.683 34.7 350S137-54 0.0566 50 0.372 1.27 0.696 0.398 1.367 0.090 0.492 0.696 0.366 10.95 11.42 3372 947 0.398 0.233 -0.991 0.607 1.759 0.683 28.0 350S137-68 0.0713 33 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0.474 11.04 11.31 2774 592 0.782 0.28 -0.973 0.598 1.738 0.687 31.8 350S137-68 0.0713 50 0.461 1.57 0.849 0.485 1.357 0.107 0.482 0.849 0.472 14.12 14.53 4202 897 0.782 0.28 -0.973 0.598 1.738 0.687 27.9 350S137-97 0.1017 33 0.635 2.16 1.130 0.646 1.334 0.136 0.462 1.13 0.629 15.54 15.95 3765 511 2.189 0.361 -0.935 0.579 1.693 0.695 31.1 350S137-97 0.1017 50 0.635 2.16 1.130 0.646 1.334 0.136 0.462 1.13 0.629 22.9 23.49 5704 775 2.189 0.361 -0.935 0.579 1.693 0.695 25.2 350S162-33 0.0346 33 0.258 0.88 0.508 0.290 1.404 0.098 0.617 0.508 0.257 5.08 5.22 1024 487 0.103 0.277 -1.324 0.796 2.026 0.573 42.7 350S162-43 0.0451 33 0.334 1.14 0.654 0.374 1.400 0.125 0.612 0.654 0.357 7.05 7.31 1739 631 0.227 0.350 -1.312 0.789 2.014 0.575 42.6 350S162-54 0.0566 33 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.447 8.83 9.08 2253 633 0.443 0.426 -1.298 0.782 1.998 0.578 42.7 350S162-54 0.0566 50 0.415 1.41 0.804 0.460 1.392 0.152 0.606 0.804 0.426 12.74 13.05 3372 947 0.443 0.426 -1.298 0.782 1.998 0.578 34.5 350S162-68 0.0713 33 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.551 12.56 2 12.83 2774 592 0.872 0.514 -1.280 0.772 1.977 0.581 39.7 350S162-68 0.0713 50 0.515 1.75 0.985 0.563 1.383 0.184 0.597 0.985 0.549 16.44 16.84 4202 897 0.872 0.514 -1.280 0.772 1.977 0.581 34.5 350S162-97 0.1017 33 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.32 0.738 17.71 18.11 3765 511 2.452 0.672 -1.242 0.752 1.932 0.587 39.1 350S162-97 0.1017 50 0.711 2.42 1.320 0.754 1.362 0.238 0.578 1.32 0.738 26.18 26.76 5704 775 2.452 0.672 -1.242 0.752 1.932 0.587 31.7 350S200-33 0.0346 33 0.292 0.99 0.598 0.342 1.431 0.175 0.773 0.597 0.283 5.59 5.95 1024 487 0.117 0.541 -1.76 1.039 2.396 0.461 53.7 350S200-43 0.0451 33 0.379 1.29 0.771 0.441 1.426 0.224 0.768 0.771 0.41 8.09 8.36 1739 631 0.257 0.687 -1.748 1.032 2.383 0.462 53.7 350S200-54 0.0566 33 0.471 1.60 0.95 0.543 1.420 0.274 0.762 0.95 0.53 10.47 10.73 2253 633 0.503 0.838 -1.733 1.024 2.367 0.464 53.8 350S200-54 0.0566 50 0.471 1.60 0.95 0.543 1.420 0.274 0.762 0.95 0.47 14.07 14.86 3372 947 0.503 0.838 -1.733 1.024 2.367 0.464 43.5 350S200-68 0.0713 33 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.655 14.58 14.84 2774 592 0.993 1.018 -1.715 1.014 2.345 0.465 50.8 350S200-68 0.0713 50 0.586 1.99 1.167 0.667 1.411 0.333 0.754 1.167 0.638 19.10 19.68 4202 897 0.993 1.018 -1.715 1.014 2.345 0.465 43.5 350S200-97 0.1017 33 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.884 20.57 20.95 3765 511 2.803 1.347 -1.676 0.994 2.300 0.469 50.3 350S200-97 0.1017 50 0.813 2.77 1.576 0.901 1.393 0.440 0.736 1.576 0.884 30.51 31.08 5704 775 2.803 1.347 -1.676 0.994 2.300 0.469 40.7 350S250-43 0.0451 33 0.424 1.44 0.906 0.518 1.461 0.380 0.946 0.906 0.431 8.52 9.000 1739 631 0.288 1.151 -2.22 1.286 2.821 0.381 64.3 350S250-54 0.0566 33 0.528 1.80 1.118 0.639 1.455 0.467 0.94 1.118 0.559 11.04 11.98 2253 633 0.564 1.409 -2.205 1.278 2.804 0.382 64.5 350S250-54 0.0566 50 0.528 1.80 1.118 0.639 1.455 0.467 0.94 1.113 0.494 14.78 15.92 3372 947 0.564 1.409 -2.205 1.278 2.804 0.382 52.1 350S250-68 0.0713 33 0.657 2.24 1.376 0.787 1.447 0.570 0.931 1.376 0.739 16.10 16.99 2774 592 1.114 1.718 -2.186 1.268 2.782 0.383 61.6 350S250-68 0.0713 50 0.657 2.24 1.376 0.787 1.447 0.570 0.931 1.376 0.661 19.78 21.31 4202 897 1.114 1.718 -2.186 1.268 2.782 0.383 52.2 350S250-97 0.1017 33 0.915 3.11 1.870 1.069 1.430 0.762 0.913 1.870 1.050 23.72 24.14 3765 511 3.154 2.291 -2.147 1.248 2.736 0.384 61.4 350S250-97 0.1017 50 0.915 3.11 1.870 1.069 1.430 0.762 0.913 1.870 0.998 33.58 35.43 5704 775 3.154 2.291 -2.147 1.248 2.736 0.384 49.5 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. www.SSMA.com 9Complies With 2009, 2012 and 2015 IBC Structural (S) Section Properties Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 362S137-33 0.0346 33 0.236 0.80 0.479 0.264 1.424 0.059 0.501 0.479 0.232 4.59 4.73 1024 521 0.094 0.165 -1.003 0.615 1.813 0.694 34.7 362S137-43 0.0451 33 0.306 1.04 0.616 0.340 1.419 0.075 0.497 0.616 0.320 6.32 6.65 1739 676 0.207 0.208 -0.991 0.608 1.801 0.697 34.6 362S137-54 0.0566 33 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.402 7.94 8.24 2341 705 0.405 0.251 -0.978 0.601 1.785 0.700 34.6 362S137-54 0.0566 50 0.379 1.29 0.756 0.417 1.411 0.091 0.490 0.756 0.381 11.42 11.91 3372 1016 0.405 0.251 -0.978 0.601 1.785 0.700 27.9 362S137-68 0.0713 33 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.498 9.84 10.05 2884 662 0.797 0.302 -0.959 0.592 1.764 0.704 34.6 362S137-68 0.0713 50 0.470 1.60 0.922 0.509 1.401 0.109 0.480 0.922 0.493 14.77 15.24 4370 1004 0.797 0.302 -0.959 0.592 1.764 0.704 27.8 362S137-97 0.1017 33 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 16.36 16.75 3922 577 2.233 0.390 -0.922 0.573 1.720 0.713 30.9 362S137-97 0.1017 50 0.648 2.20 1.229 0.678 1.377 0.137 0.46 1.229 0.662 24.1 24.67 5943 875 2.233 0.390 -0.922 0.573 1.720 0.713 25.1 362S162-33 0.0346 33 0.262 0.89 0.551 0.304 1.450 0.099 0.616 0.551 0.268 5.29 5.43 1024 521 0.105 0.297 -1.308 0.789 2.048 0.592 42.6 362S162-43 0.0451 33 0.340 1.16 0.710 0.392 1.445 0.127 0.611 0.710 0.372 7.34 7.62 1739 676 0.230 0.376 -1.297 0.782 2.036 0.594 42.5 362S162-54 0.0566 33 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.466 9.22 9.51 2341 705 0.451 0.457 -1.283 0.774 2.020 0.597 42.5 362S162-54 0.0566 50 0.422 1.44 0.873 0.481 1.438 0.154 0.604 0.873 0.444 13.28 13.59 3372 1016 0.451 0.457 -1.283 0.774 2.020 0.597 34.4 362S162-68 0.0713 33 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.579 11.43 11.65 2884 662 0.887 0.552 -1.264 0.765 1.998 0.600 42.7 362S162-68 0.0713 50 0.524 1.78 1.069 0.590 1.429 0.186 0.596 1.069 0.574 17.18 17.65 4370 1004 0.887 0.552 -1.264 0.765 1.998 0.600 34.3 362S162-97 0.1017 33 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 18.62 19.00 3922 577 2.496 0.723 -1.226 0.745 1.954 0.606 38.9 362S162-97 0.1017 50 0.724 2.46 1.435 0.792 1.408 0.241 0.577 1.435 0.776 27.52 28.08 5943 875 2.496 0.723 -1.226 0.745 1.954 0.606 31.5 362S200-33 0.0346 33 0.297 1.01 0.648 0.358 1.478 0.177 0.772 0.647 0.294 5.81 6.19 1024 521 0.118 0.577 -1.741 1.030 2.411 0.478 53.6 362S200-43 0.0451 33 0.385 1.31 0.836 0.461 1.474 0.227 0.767 0.836 0.427 8.43 8.70 1739 676 0.261 0.734 -1.729 1.024 2.398 0.480 53.5 362S200-54 0.0566 33 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.553 10.93 11.23 2341 705 0.511 0.896 -1.715 1.016 2.382 0.482 53.6 362S200-54 0.0566 50 0.479 1.63 1.030 0.568 1.467 0.277 0.761 1.030 0.490 14.66 15.47 3372 1016 0.511 0.896 -1.715 1.016 2.382 0.482 43.3 362S200-68 0.0713 33 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.687 15.29 2 15.54 2884 662 1.008 1.089 -1.696 1.006 2.360 0.484 50.6 362S200-68 0.0713 50 0.595 2.02 1.265 0.698 1.458 0.337 0.753 1.265 0.666 19.95 20.51 4370 1004 1.008 1.089 -1.696 1.006 2.360 0.484 43.3 362S200-97 0.1017 33 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 21.59 21.95 3922 577 2.847 1.441 -1.658 0.986 2.315 0.487 50.0 362S200-97 0.1017 50 0.826 2.81 1.711 0.944 1.44 0.446 0.735 1.711 0.928 32.03 32.57 5943 875 2.847 1.441 -1.658 0.986 2.315 0.487 40.5 362S250-43 0.0451 33 0.43 1.46 0.98 0.541 1.51 0.385 0.946 0.98 0.449 8.88 9.35 1739 676 0.292 1.230 -2.199 1.277 2.830 0.396 64.2 362S250-54 0.0566 33 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.21 0.582 11.51 12.46 2341 705 0.571 1.506 -2.184 1.269 2.813 0.397 64.3 362S250-54 0.0566 50 0.535 1.82 1.21 0.668 1.504 0.473 0.94 1.205 0.514 15.40 16.54 3372 1016 0.571 1.506 -2.184 1.269 2.813 0.397 52.0 362S250-68 0.0713 33 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.774 16.85 17.68 2884 662 1.129 1.837 -2.165 1.259 2.791 0.398 61.4 362S250-68 0.0713 50 0.666 2.27 1.49 0.822 1.496 0.578 0.931 1.49 0.689 20.63 22.17 4370 1004 1.129 1.837 -2.165 1.259 2.791 0.398 52.0 362S250-97 0.1017 33 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.100 24.85 25.26 3922 577 3.197 2.452 -2.126 1.239 2.746 0.400 61.0 362S250-97 0.1017 50 0.927 3.16 2.027 1.118 1.478 0.772 0.912 2.027 1.046 35.17 36.93 5943 875 3.197 2.452 -2.126 1.239 2.746 0.400 49.3 362S300-54 0.0566 33 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.383 0.607 11.99 13.22 2341 705 0.632 2.316 -2.659 1.522 3.265 0.337 74.5 362S300-54 0.0566 50 0.592 2.01 1.390 0.767 1.533 0.734 1.114 1.312 0.529 15.83 17.34 3372 1016 0.632 2.316 -2.659 1.522 3.265 0.337 60.2 362S300-68 0.0713 33 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.716 0.811 16.02 17.65 2884 662 1.250 2.833 -2.640 1.512 3.243 0.337 74.9 362S300-68 0.0713 50 0.738 2.51 1.716 0.947 1.525 0.900 1.105 1.684 0.716 21.44 23.42 4370 1004 1.250 2.833 -2.640 1.512 3.243 0.337 60.4 362S300-97 0.1017 33 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.343 1.217 26.95 28.61 3922 577 3.548 3.803 -2.600 1.491 3.196 0.338 71.6 362S300-97 0.1017 50 1.029 3.50 2.343 1.292 1.509 1.213 1.086 2.32 1.150 34.42 36.41 5943 875 3.548 3.803 -2.600 1.491 3.196 0.338 60.9 400S137-33 0.0346 33 0.249 0.85 0.603 0.301 1.556 0.061 0.496 0.603 0.259 5.12 5.29 976 595 0.099 0.204 -0.965 0.597 1.897 0.741 34.5 400S137-43 0.0451 33 0.323 1.10 0.776 0.388 1.551 0.078 0.491 0.776 0.359 7.09 7.47 1739 810 0.219 0.257 -0.954 0.591 1.885 0.744 34.3 400S137-54 0.0566 50 0.401 1.36 0.953 0.477 1.542 0.094 0.484 0.953 0.428 12.82 13.38 3372 1223 0.428 0.311 -0.940 0.583 1.870 0.747 27.7 400S137-68 0.0713 33 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.567 11.21 11.51 3215 895 0.842 0.375 -0.922 0.574 1.849 0.751 34.2 400S137-68 0.0713 50 0.497 1.69 1.165 0.582 1.531 0.112 0.475 1.165 0.558 16.70 17.44 4871 1356 0.842 0.375 -0.922 0.574 1.849 0.751 27.6 400S137-97 0.1017 33 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 18.88 19.23 4394 797 2.365 0.486 -0.885 0.555 1.806 0.760 30.5 400S137-97 0.1017 50 0.686 2.33 1.557 0.779 1.507 0.142 0.454 1.557 0.764 27.81 28.33 6658 1207 2.365 0.486 -0.885 0.555 1.806 0.760 24.8 400S162-33 0.0346 33 0.275 0.94 0.692 0.346 1.586 0.103 0.611 0.692 0.299 5.91 6.07 976 595 0.110 0.363 -1.263 0.768 2.118 0.644 42.3 400S162-43 0.0451 33 0.357 1.21 0.892 0.446 1.581 0.131 0.606 0.892 0.417 8.23 8.54 1739 810 0.242 0.460 -1.252 0.761 2.106 0.647 42.2 400S162-54 0.0566 33 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.526 10.39 10.84 2603 944 0.473 0.560 -1.238 0.754 2.090 0.649 42.2 400S162-54 0.0566 50 0.443 1.51 1.098 0.549 1.574 0.159 0.600 1.098 0.498 14.90 15.25 3372 1223 0.473 0.560 -1.238 0.754 2.090 0.649 34.1 400S162-68 0.0713 33 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.658 13.00 13.30 3215 895 0.933 0.677 -1.220 0.745 2.069 0.653 42.2 400S162-68 0.0713 50 0.550 1.87 1.346 0.673 1.564 0.192 0.591 1.346 0.648 19.41 20.15 4871 1356 0.933 0.677 -1.220 0.745 2.069 0.653 34.0 400S162-97 0.1017 33 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 21.40 21.75 4394 797 2.628 0.889 -1.182 0.725 2.025 0.659 38.3 400S162-97 0.1017 50 0.762 2.59 1.812 0.906 1.542 0.249 0.572 1.812 0.892 31.64 32.15 6658 1207 2.628 0.889 -1.182 0.725 2.025 0.659 31.1 400S200-33 0.0346 33 0.310 1.05 0.812 0.406 1.619 0.183 0.769 0.812 0.328 6.49 6.90 976 595 0.124 0.697 -1.688 1.007 2.462 0.530 53.1 400S200-43 0.0451 33 0.402 1.37 1.047 0.524 1.615 0.235 0.764 1.047 0.478 9.45 9.74 1739 810 0.272 0.886 -1.676 1.000 2.449 0.532 53.0 400S200-54 0.0566 33 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.623 12.30 12.77 2603 944 0.534 1.083 -1.662 0.993 2.433 0.534 53.0 400S200-54 0.0566 50 0.500 1.70 1.292 0.646 1.608 0.287 0.758 1.292 0.549 16.43 17.31 3372 1223 0.534 1.083 -1.662 0.993 2.433 0.534 42.9 400S200-68 0.0713 33 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.780 15.40 15.70 3215 895 1.054 1.318 -1.643 0.983 2.412 0.536 53.2 400S200-68 0.0713 50 0.622 2.12 1.589 0.795 1.599 0.349 0.750 1.589 0.751 22.48 23.04 4871 1356 1.054 1.318 -1.643 0.983 2.412 0.536 42.9 400S200-97 0.1017 33 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 24.72 25.05 4394 797 2.978 1.749 -1.605 0.963 2.368 0.540 49.3 400S200-97 0.1017 50 0.864 2.94 2.155 1.077 1.579 0.462 0.731 2.155 1.063 36.68 37.17 6658 1207 2.978 1.749 -1.605 0.963 2.368 0.540 39.9 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. www.SSMA.com10 Copyright © 2015 by the SSMA Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 400S250-43 0.0451 33 0.447 1.52 1.224 0.612 1.655 0.399 0.945 1.224 0.503 9.93 10.41 1739 810 0.303 1.486 -2.139 1.252 2.864 0.443 63.7 400S250-54 0.0566 33 0.556 1.89 1.512 0.756 1.649 0.49 0.938 1.512 0.653 12.9 13.91 2603 944 0.594 1.821 -2.124 1.244 2.848 0.444 63.8 400S250-54 0.0566 50 0.556 1.89 1.512 0.756 1.649 0.49 0.938 1.506 0.576 17.24 18.42 3372 1223 0.594 1.821 -2.124 1.244 2.848 0.444 51.6 400S250-68 0.0713 33 0.693 2.36 1.864 0.932 1.64 0.599 0.929 1.864 0.883 17.45 18.42 3215 895 1.174 2.225 -2.105 1.235 2.826 0.445 64 400S250-68 0.0713 50 0.693 2.36 1.864 0.932 1.64 0.599 0.929 1.864 0.775 23.19 24.76 4871 1356 1.174 2.225 -2.105 1.235 2.826 0.445 51.6 400S250-97 0.1017 33 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.253 28.31 28.7 4394 797 3.329 2.978 -2.066 1.214 2.78 0.448 60.3 400S250-97 0.1017 50 0.966 3.29 2.541 1.271 1.622 0.801 0.911 2.541 1.191 40.06 41.47 6658 1207 3.329 2.978 -2.066 1.214 2.78 0.448 48.8 400S300-54 0.0566 33 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.723 0.680 13.44 14.70 2603 944 0.655 2.802 -2.594 1.496 3.285 0.377 74.0 400S300-54 0.0566 50 0.613 2.09 1.732 0.866 1.681 0.760 1.114 1.637 0.592 17.72 19.25 3372 1223 0.655 2.802 -2.594 1.496 3.285 0.377 59.9 400S300-68 0.0713 33 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.139 0.914 18.06 19.68 3215 895 1.295 3.432 -2.574 1.486 3.263 0.378 74.3 400S300-68 0.0713 50 0.764 2.60 2.139 1.070 1.673 0.933 1.105 2.099 0.805 24.09 26.05 4871 1356 1.295 3.432 -2.574 1.486 3.263 0.378 60.0 400S300-97 0.1017 33 1.067 3.63 2.928 1.464 1.656 1.258 1.086 2.928 1.381 30.58 32.4 4394 797 3.679 4.619 -2.535 1.465 3.216 0.379 70.8 400S300-97 0.1017 50 1.067 3.63 2.928 1.464 1.656 1.258 1.086 2.897 1.307 39.12 40.72 6658 1207 3.679 4.619 -2.535 1.465 3.216 0.379 60.3 550S137-33 0.0346 33 0.301 1.02 1.283 0.467 2.064 0.067 0.472 1.283 0.453 8.95 7.48 699 699 0.12 0.411 -0.841 0.536 2.278 0.864 33.7 550S137-43 0.0451 33 0.391 1.33 1.655 0.602 2.059 0.085 0.467 1.655 0.592 13.08 11.6 1550 1199 0.265 0.52 -0.83 0.53 2.268 0.866 31.7 550S137-54 0.0566 33 0.486 1.65 2.039 0.741 2.049 0.103 0.46 2.039 0.741 16.77 15.9 2739 1666 0.519 0.632 -0.817 0.523 2.254 0.868 31.1 550S137-54 0.0566 50 0.486 1.65 2.039 0.741 2.049 0.103 0.46 2.039 0.714 24.03 20.88 3093 1881 0.519 0.632 -0.817 0.523 2.254 0.868 25.4 550S137-68 0.0713 33 0.604 2.05 2.503 0.91 2.036 0.123 0.451 2.503 0.91 21.22 21.22 4347 2057 1.023 0.764 -0.801 0.514 2.234 0.871 30.4 550S137-68 0.0713 50 0.604 2.05 2.503 0.91 2.036 0.123 0.451 2.503 0.909 31.42 28.89 5350 2532 1.023 0.764 -0.801 0.514 2.234 0.871 24.9 550S137-97 0.1017 33 0.838 2.85 3.38 1.229 2.008 0.155 0.43 3.38 1.229 30.35 30.35 6282 1997 2.891 0.997 -0.766 0.497 2.192 0.878 29.2 550S137-97 0.1017 50 0.838 2.85 3.38 1.229 2.008 0.155 0.43 3.38 1.229 44.72 44.72 9518 3026 2.891 0.997 -0.766 0.497 2.192 0.878 23.9 550S162-33 0.0346 33 0.327 1.11 1.458 0.530 2.112 0.113 0.589 1.458 0.512 10.11 8.63 699 699 0.130 0.713 -1.114 0.697 2.459 0.795 41.4 550S162-43 0.0451 33 0.424 1.44 1.883 0.685 2.107 0.145 0.584 1.883 0.681 14.79 2 13.14 1550 1199 0.288 0.905 -1.103 0.691 2.448 0.797 39.2 550S162-54 0.0566 33 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.845 18.76 2 17.87 2739 1666 0.564 1.105 -1.090 0.684 2.434 0.800 38.7 550S162-54 0.0566 50 0.528 1.80 2.324 0.845 2.098 0.176 0.577 2.324 0.811 26.86 2 23.52 3093 1881 0.564 1.105 -1.090 0.684 2.434 0.800 31.6 550S162-68 0.0713 33 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.040 23.72 2 23.72 4347 2057 1.114 1.342 -1.072 0.675 2.414 0.803 38.0 550S162-68 0.0713 50 0.657 2.24 2.861 1.040 2.086 0.212 0.568 2.861 1.031 34.94 2 32.28 5350 2532 1.114 1.342 -1.072 0.675 2.414 0.803 31.1 550S162-97 0.1017 33 0.915 3.11 3.886 1.413 2.061 0.276 0.549 3.886 1.413 33.91 33.91 6282 1997 3.154 1.775 -1.037 0.656 2.372 0.809 36.8 550S162-97 0.1017 50 0.915 3.11 3.886 1.413 2.061 0.276 0.549 3.886 1.413 50.13 50.13 9518 3026 3.154 1.775 -1.037 0.656 2.372 0.809 30 550S200-33 0.0346 33 0.362 1.23 1.694 0.616 2.164 0.204 0.751 1.678 0.559 11.05 9.80 699 699 0.144 1.326 -1.508 0.925 2.742 0.698 51.9 550S200-43 0.0451 33 0.469 1.60 2.189 0.796 2.159 0.261 0.746 2.189 0.776 15.33 13.96 1550 1199 0.318 1.691 -1.496 0.918 2.731 0.700 51.7 550S200-54 0.0566 33 0.585 1.99 2.706 0.984 2.152 0.32 0.739 2.706 0.984 21.41 19.98 2739 1666 0.624 2.072 -1.483 0.911 2.716 0.702 49.2 550S200-54 0.0566 50 0.585 1.99 2.706 0.984 2.152 0.32 0.739 2.706 0.901 26.98 24.84 3093 1881 0.624 2.072 -1.483 0.911 2.716 0.702 41.8 550S200-68 0.0713 33 0.729 2.48 3.341 1.215 2.141 0.389 0.731 3.341 1.215 27.03 27.03 4347 2057 1.235 2.531 -1.465 0.902 2.695 0.705 48.5 550S200-68 0.0713 50 0.729 2.48 3.341 1.215 2.141 0.389 0.731 3.341 1.17 38.83 35.92 5350 2532 1.235 2.531 -1.465 0.902 2.695 0.705 39.6 550S200-97 0.1017 33 1.016 3.46 4.563 1.659 2.119 0.515 0.712 4.563 1.659 38.58 38.58 6282 1997 3.504 3.384 -1.428 0.882 2.652 0.710 47.4 550S200-97 0.1017 50 1.016 3.46 4.563 1.659 2.119 0.515 0.712 4.563 1.659 57.25 57.25 9518 3026 3.504 3.384 -1.428 0.882 2.652 0.710 38.6 550S250-43 0.0451 33 0.515 1.75 2.524 0.918 2.215 0.445 0.93 2.524 0.817 16.15 14.74 1550 1199 0.349 2.837 -1.933 1.163 3.083 0.607 62.6 550S250-54 0.0566 33 0.641 2.18 3.126 1.137 2.208 0.547 0.923 3.126 1.033 20.40 19.87 2739 1666 0.685 3.486 -1.919 1.155 3.067 0.609 62.6 550S250-54 0.0566 50 0.641 2.18 3.126 1.137 2.208 0.547 0.923 3.084 0.95 28.44 26.11 3093 1881 0.685 3.486 -1.919 1.155 3.067 0.609 50.7 550S250-68 0.0713 33 0.800 2.72 3.866 1.406 2.198 0.669 0.914 3.866 1.345 29.28 28.52 4347 2057 1.356 4.274 -1.900 1.146 3.046 0.611 59.5 550S250-68 0.0713 50 0.800 2.72 3.866 1.406 2.198 0.669 0.914 3.864 1.233 36.91 35.43 5350 2532 1.356 4.274 -1.900 1.146 3.046 0.611 50.6 550S250-97 0.1017 33 1.118 3.80 5.304 1.929 2.178 0.897 0.895 5.304 1.925 43.47 43.57 6282 1997 3.855 5.761 -1.862 1.126 3.002 0.615 58.4 550S250-97 0.1017 50 1.118 3.80 5.304 1.929 2.178 0.897 0.895 5.304 1.837 61.77 60.32 9518 3026 3.855 5.761 -1.862 1.126 3.002 0.615 47.6 600S137-33 0.0346 33 0.318 1.08 1.582 0.527 2.229 0.069 0.464 1.548 0.455 8.98 8.19 638 638 0.127 0.500 -0.807 0.519 2.416 0.889 33.5 600S137-43 0.0451 33 0.413 1.41 2.042 0.681 2.223 0.087 0.459 2.041 0.645 12.74 11.82 1416 1240 0.280 0.633 -0.796 0.513 2.406 0.890 33.3 600S137-54 0.0566 33 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.832 16.44 15.95 2739 1890 0.549 0.769 -0.784 0.506 2.391 0.893 33.0 600S137-54 0.0566 50 0.514 1.75 2.518 0.839 2.213 0.105 0.452 2.518 0.777 23.26 21.24 2823 1947 0.549 0.769 -0.784 0.506 2.391 0.893 26.8 600S137-68 0.0713 33 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.031 24.05 2 24.05 4347 2339 1.084 0.930 -0.768 0.497 2.371 0.895 30.1 600S137-68 0.0713 50 0.640 2.18 3.094 1.031 2.200 0.125 0.443 3.094 1.030 30.84 28.89 5350 2879 1.084 0.930 -0.768 0.497 2.371 0.895 26.5 600S137-97 0.1017 33 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 34.48 2 34.49 6911 2512 3.066 1.216 -0.734 0.480 2.330 0.901 28.8 600S137-97 0.1017 50 0.889 3.03 4.188 1.396 2.170 0.159 0.422 4.188 1.396 50.80 2 50.80 10472 3805 3.066 1.216 -0.734 0.480 2.330 0.901 23.6 600S137-118 0.1242 33 1.065 3.62 4.913 1.638 2.147 0.176 0.406 4.913 1.638 42.05 42.05 8267 2391 5.477 1.391 -0.709 0.467 2.298 0.905 27.9 600S137-118 0.1242 50 1.065 3.62 4.913 1.638 2.147 0.176 0.406 4.913 1.638 61.69 61.69 12526 3622 5.477 1.391 -0.709 0.467 2.298 0.905 22.9 600S162-33 0.0346 33 0.344 1.17 1.793 0.598 2.282 0.116 0.581 1.793 0.577 11.41 9.47 638 638 0.137 0.861 -1.072 0.677 2.587 0.828 41.1 600S162-43 0.0451 33 0.447 1.52 2.316 0.772 2.276 0.148 0.576 2.316 0.767 16.68 2 14.46 1416 1240 0.303 1.095 -1.062 0.670 2.577 0.830 39.0 600S162-54 0.0566 33 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.953 21.17 2 19.75 2739 1890 0.594 1.337 -1.049 0.663 2.562 0.832 38.4 600S162-54 0.0566 50 0.556 1.89 2.860 0.953 2.267 0.180 0.570 2.860 0.916 30.33 2 25.90 2823 1947 0.594 1.337 -1.049 0.663 2.562 0.832 31.4 600S162-68 0.0713 33 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.175 26.79 2 26.78 4347 2339 1.174 1.626 -1.032 0.655 2.543 0.835 37.7 600S162-68 0.0713 50 0.693 2.36 3.525 1.175 2.255 0.218 0.560 3.525 1.164 39.47 2 35.69 5350 2879 1.174 1.626 -1.032 0.655 2.543 0.835 30.8 600S162-97 0.1017 33 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 38.37 2 38.37 6911 2512 3.329 2.153 -0.997 0.636 2.501 0.841 36.4 600S162-97 0.1017 50 0.966 3.29 4.797 1.599 2.229 0.283 0.541 4.797 1.599 56.73 2 56.72 10472 3805 3.329 2.153 -0.997 0.636 2.501 0.841 29.8 600S162-118 0.1242 33 1.158 3.94 5.652 1.884 2.209 0.321 0.526 5.652 1.884 46.82 2 46.82 8267 2391 5.956 2.487 -0.971 0.623 2.470 0.845 35.6 600S162-118 0.1242 50 1.158 3.94 5.652 1.884 2.209 0.321 0.526 5.652 1.884 68.94 2 68.93 12526 3622 5.956 2.487 -0.971 0.623 2.470 0.845 29.1 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties www.SSMA.com 11Complies With 2009, 2012 and 2015 IBC 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 600S200-33 0.0346 33 0.379 1.29 2.075 0.692 2.340 0.209 0.743 2.058 0.621 12.28 10.77 638 638 0.151 1.593 -1.457 0.901 2.855 0.740 51.6 600S200-43 0.0451 33 0.492 1.67 2.683 0.894 2.335 0.268 0.739 2.683 0.873 17.24 15.39 1416 1240 0.334 2.033 -1.446 0.894 2.844 0.742 51.4 600S200-54 0.0566 33 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.106 24.07 2 22.07 2739 1890 0.655 2.493 -1.432 0.887 2.829 0.744 48.9 600S200-54 0.0566 50 0.613 2.09 3.319 1.106 2.327 0.328 0.732 3.319 1.015 30.40 27.38 2823 1947 0.655 2.493 -1.432 0.887 2.829 0.744 41.6 600S200-68 0.0713 33 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.367 30.42 2 29.97 4347 2339 1.295 3.047 -1.415 0.878 2.809 0.746 48.2 600S200-68 0.0713 50 0.764 2.60 4.101 1.367 2.316 0.400 0.723 4.101 1.317 43.71 2 39.69 5350 2879 1.295 3.047 -1.415 0.878 2.809 0.746 39.3 600S200-97 0.1017 33 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 43.49 2 43.49 6911 2512 3.679 4.080 -1.378 0.859 2.767 0.752 46.9 600S200-97 0.1017 50 1.067 3.63 5.612 1.871 2.293 0.530 0.705 5.612 1.871 64.53 2 63.67 10472 3805 3.679 4.080 -1.378 0.859 2.767 0.752 38.3 600S200-118 0.1242 33 1.283 4.36 6.641 2.214 2.275 0.611 0.690 6.641 2.214 53.05 2 53.05 8267 2391 6.595 4.753 -1.351 0.845 2.735 0.756 46.1 600S200-118 0.1242 50 1.283 4.36 6.641 2.214 2.275 0.611 0.690 6.641 2.214 78.44 2 78.44 12526 3622 6.595 4.753 -1.351 0.845 2.735 0.756 37.6 600S250-43 0.0451 33 0.537 1.83 3.082 1.027 2.396 0.458 0.923 3.082 0.918 18.14 16.21 1416 1240 0.364 3.411 -1.874 1.136 3.179 0.652 62.4 600S250-54 0.0566 33 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.819 1.159 22.90 21.90 2739 1890 0.715 4.194 -1.860 1.129 3.163 0.654 62.3 600S250-54 0.0566 50 0.670 2.28 3.819 1.273 2.388 0.562 0.917 3.766 1.069 32.00 28.71 2823 1947 0.715 4.194 -1.860 1.129 3.163 0.654 50.5 600S250-68 0.0713 33 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.727 1.508 32.82 2 31.50 4347 2339 1.416 5.145 -1.842 1.119 3.142 0.656 59.2 600S250-68 0.0713 50 0.836 2.84 4.727 1.576 2.378 0.688 0.908 4.723 1.386 41.49 39.07 5350 2879 1.416 5.145 -1.842 1.119 3.142 0.656 50.4 600S250-97 0.1017 33 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.161 48.81 2 48.91 6911 2512 4.030 6.947 -1.803 1.100 3.098 0.661 58.0 600S250-97 0.1017 50 1.169 3.98 6.496 2.165 2.357 0.923 0.889 6.496 2.063 69.38 2 66.81 10472 3805 4.030 6.947 -1.803 1.100 3.098 0.661 47.3 600S250-118 0.1242 33 1.407 4.79 7.713 2.571 2.342 1.075 0.874 7.713 2.571 59.58 2 59.59 8267 2391 7.234 8.142 -1.775 1.085 3.066 0.665 57.3 600S250-118 0.1242 50 1.407 4.79 7.713 2.571 2.342 1.075 0.874 7.713 2.498 85.92 2 86.83 12526 3622 7.234 8.142 -1.775 1.085 3.066 0.665 46.6 600S300-54 0.0566 33 0.726 2.47 4.319 1.440 2.439 0.875 1.098 4.269 1.211 23.93 22.80 2739 1890 0.775 6.452 -2.299 1.372 3.527 0.575 72.8 600S300-54 0.0566 50 0.726 2.47 4.319 1.440 2.439 0.875 1.098 4.014 1.106 33.13 29.62 2823 1947 0.775 6.452 -2.299 1.372 3.527 0.575 59.1 600S300-68 0.0713 33 0.907 3.09 5.354 1.785 2.430 1.075 1.089 5.344 1.581 31.23 30.88 4347 2339 1.537 7.937 -2.280 1.363 3.505 0.577 72.8 600S300-68 0.0713 50 0.907 3.09 5.354 1.785 2.430 1.075 1.089 5.221 1.446 43.30 40.53 5350 2879 1.537 7.937 -2.280 1.363 3.505 0.577 59.0 600S300-97 0.1017 33 1.271 4.32 7.381 2.460 2.410 1.454 1.070 7.381 2.352 52.07 2 52.40 6911 2512 4.381 10.776 -2.241 1.343 3.461 0.581 68.8 600S300-97 0.1017 50 1.271 4.32 7.381 2.460 2.410 1.454 1.070 7.280 2.247 67.28 64.67 10472 3805 4.381 10.776 -2.241 1.343 3.461 0.581 58.8 600S300-118 0.1242 33 1.531 5.21 8.785 2.928 2.395 1.704 1.055 8.785 2.840 64.29 2 66.28 8267 2391 7.872 12.683 -2.212 1.328 3.427 0.583 68.1 600S300-118 0.1242 50 1.531 5.21 8.785 2.928 2.395 1.704 1.055 8.713 2.797 94.24 2 90.37 12526 3622 7.872 12.683 -2.212 1.328 3.427 0.583 55.3 600S350-54 0.0566 33 0.825 2.81 5.022 1.674 2.467 1.491 1.344 4.911 1.452 28.70 27.98 2739 1890 0.881 12.942 -3.037 1.787 4.137 0.461 91.8 600S350-54 0.0566 50 0.825 2.81 5.022 1.674 2.467 1.491 1.344 4.721 1.335 39.97 36.56 2823 1947 0.881 12.942 -3.037 1.787 4.137 0.461 74.4 600S350-68 0.0713 33 1.032 3.51 6.237 2.079 2.459 1.841 1.336 6.237 1.949 38.50 37.63 4347 2339 1.748 15.968 -3.018 1.777 4.115 0.462 91.8 600S350-68 0.0713 50 1.032 3.51 6.237 2.079 2.459 1.841 1.336 6.166 1.771 53.01 49.69 5350 2879 1.748 15.968 -3.018 1.777 4.115 0.462 74.4 600S350-97 0.1017 33 1.449 4.93 8.631 2.877 2.441 2.518 1.318 8.631 2.822 61.55 2 62.49 6911 2512 4.994 21.811 -2.979 1.757 4.071 0.464 87.5 600S350-97 0.1017 50 1.449 4.93 8.631 2.877 2.441 2.518 1.318 8.631 2.593 77.64 78.36 10472 3805 4.994 21.811 -2.979 1.757 4.071 0.464 74.4 600S350-118 0.1242 33 1.748 5.95 10.304 3.435 2.428 2.978 1.305 10.304 3.435 76.39 2 76.40 8267 2391 8.990 25.791 -2.951 1.742 4.038 0.466 86.9 600S350-118 0.1242 50 1.748 5.95 10.304 3.435 2.428 2.978 1.305 10.304 3.268 108.43 2 107.66 12526 3622 8.990 25.791 -2.951 1.742 4.038 0.466 70.6 800S137-331 0.0346 33 0.388 1.32 3.198 0.799 2.873 0.073 0.435 2.998 0.622 12.30 10.71 474 474 0.155 0.957 -0.696 0.460 2.987 0.946 32.5 800S137-43 0.0451 33 0.503 1.71 4.134 1.033 2.866 0.093 0.430 4.001 0.896 17.70 15.78 1051 1051 0.341 1.214 -0.687 0.454 2.978 0.947 32.2 800S137-54 0.0566 33 0.627 2.13 5.110 1.277 2.855 0.112 0.423 5.077 1.179 23.29 21.74 2091 2091 0.670 1.478 -0.676 0.448 2.964 0.948 32.0 800S137-54 0.0566 50 0.627 2.13 5.110 1.277 2.855 0.112 0.423 4.974 1.083 32.42 28.47 2091 2091 0.670 1.478 -0.676 0.448 2.964 0.948 25.9 800S137-68 0.0713 33 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.303 1.541 30.45 29.75 4221 3367 1.325 1.789 -0.661 0.440 2.944 0.950 31.6 800S137-68 0.0713 50 0.782 2.66 6.303 1.576 2.839 0.134 0.414 6.285 1.468 43.96 39.57 4221 3367 1.325 1.789 -0.661 0.440 2.944 0.950 25.6 800S137-97 0.1017 33 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 53.09 2 53.09 8843 4824 3.767 2.349 -0.630 0.423 2.902 0.953 27.6 800S137-97 0.1017 50 1.093 3.72 8.597 2.149 2.805 0.169 0.394 8.597 2.149 64.35 63.91 10885 5938 3.767 2.349 -0.630 0.423 2.902 0.953 25.0 800S137-118 0.1242 33 1.314 4.47 10.147 2.537 2.779 0.188 0.378 10.147 2.537 65.14 65.14 11341 4971 6.755 2.694 -0.608 0.411 2.870 0.955 26.6 800S137-118 0.1242 50 1.314 4.47 10.147 2.537 2.779 0.188 0.378 10.147 2.537 95.56 95.56 16235 7115 6.755 2.694 -0.608 0.411 2.870 0.955 21.9 800S162-331 0.0346 33 0.413 1.41 3.582 0.896 2.943 0.125 0.550 3.384 0.710 14.03 12.61 474 474 0.165 1.630 -0.936 0.607 3.137 0.911 40.1 800S162-43 0.0451 33 0.537 1.83 4.633 1.158 2.937 0.160 0.546 4.500 1.019 20.14 18.33 1051 1051 0.364 2.076 -0.926 0.601 3.128 0.912 39.8 800S162-54 0.0566 33 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.702 1.334 26.36 24.98 2091 2091 0.715 2.539 -0.914 0.594 3.113 0.914 39.6 800S162-54 0.0566 50 0.670 2.28 5.736 1.434 2.927 0.194 0.539 5.600 1.229 36.79 32.81 2091 2091 0.715 2.539 -0.914 0.594 3.113 0.914 32.1 800S162-68 0.0713 33 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.089 1.737 34.32 33.84 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 39.3 800S162-68 0.0713 50 0.836 2.84 7.089 1.772 2.913 0.235 0.530 7.070 1.663 49.80 45.11 4221 3367 1.416 3.093 -0.899 0.586 3.094 0.916 31.9 800S162-97 0.1017 33 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 58.27 2 58.27 8843 4824 4.030 4.114 -0.866 0.568 3.053 0.919 35.1 800S162-97 0.1017 50 1.169 3.98 9.713 2.428 2.883 0.305 0.510 9.713 2.428 72.70 71.93 10885 5938 4.030 4.114 -0.866 0.568 3.053 0.919 31.4 800S162-118 0.1242 33 1.407 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 71.47 2 71.47 11341 4971 7.234 4.766 -0.842 0.556 3.022 0.922 34.1 800S162-118 0.1242 50 1.407 4.79 11.504 2.876 2.860 0.345 0.496 11.504 2.876 105.23 2 105.23 16235 7115 7.234 4.766 -0.842 0.556 3.022 0.922 28.0 800S200-331 0.0346 33 0.448 1.52 4.096 1.024 3.023 0.227 0.712 4.096 0.816 16.12 14.52 474 474 0.179 2.971 -1.288 0.817 3.363 0.853 50.6 800S200-43 0.0451 33 0.582 1.98 5.302 1.325 3.018 0.292 0.708 5.302 1.293 25.54 20.99 1051 1051 0.395 3.797 -1.277 0.811 3.353 0.855 50.3 800S200-54 0.0566 33 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.643 35.75 2 30.37 2091 2091 0.775 4.663 -1.265 0.804 3.338 0.856 47.8 800S200-54 0.0566 50 0.726 2.47 6.573 1.643 3.009 0.357 0.701 6.573 1.499 44.87 37.37 2091 2091 0.775 4.663 -1.265 0.804 3.338 0.856 40.7 800S200-68 0.0713 33 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 2.035 45.29 2 41.79 4221 3367 1.537 5.712 -1.248 0.796 3.319 0.859 47.0 800S200-68 0.0713 50 0.907 3.09 8.140 2.035 2.996 0.435 0.692 8.140 1.964 65.21 2 54.70 4221 3367 1.537 5.712 -1.248 0.796 3.319 0.859 38.4 800S200-97 0.1017 33 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 65.12 2 65.12 8843 4824 4.381 7.684 -1.214 0.777 3.278 0.863 45.5 800S200-97 0.1017 50 1.271 4.32 11.203 2.801 2.969 0.576 0.673 11.203 2.801 96.63 2 89.76 10885 5938 4.381 7.684 -1.214 0.777 3.278 0.863 37.2 800S200-118 0.1242 33 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 79.78 2 79.78 11341 4971 7.872 8.981 -1.188 0.764 3.247 0.866 44.6 800S200-118 0.1242 50 1.531 5.21 13.316 3.329 2.949 0.665 0.659 13.316 3.329 117.95 2 117.55 16235 7115 7.872 8.981 -1.188 0.764 3.247 0.866 36.5 www.SSMA.com12 Copyright © 2015 by the SSMA Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 800S250-43 0.0451 33 0.627 2.13 6.015 1.504 3.097 0.500 0.893 6.015 1.313 25.95 22.06 1051 1051 0.425 6.374 -1.675 1.043 3.632 0.787 61.5 800S250-54 0.0566 33 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.465 1.712 33.82 30.07 2091 2091 0.836 7.850 -1.661 1.036 3.617 0.789 61.4 800S250-54 0.0566 50 0.783 2.66 7.465 1.866 3.088 0.614 0.886 7.378 1.525 45.66 39.13 2091 2091 0.836 7.850 -1.661 1.036 3.617 0.789 49.8 800S250-68 0.0713 33 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.261 2.220 48.332 43.63 4221 3367 1.658 9.652 -1.644 1.027 3.597 0.791 58.2 800S250-68 0.0713 50 0.978 3.33 9.261 2.315 3.077 0.752 0.877 9.240 2.059 61.65 53.75 4221 3367 1.658 9.652 -1.644 1.027 3.597 0.791 49.6 800S250-97 0.1017 33 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.191 72.072 70.72 8843 4824 4.731 13.091 -1.607 1.008 3.555 0.796 56.8 800S250-97 0.1017 50 1.372 4.67 12.789 3.197 3.053 1.009 0.857 12.789 3.054 102.702 93.42 10885 5938 4.731 13.091 -1.607 1.008 3.555 0.796 46.4 800S250-118 0.1242 33 1.655 5.63 15.242 3.810 3.035 1.175 0.843 15.242 3.810 88.312 88.31 11341 4971 8.511 15.395 -1.580 0.994 3.524 0.799 55.9 800S250-118 0.1242 50 1.655 5.63 15.242 3.810 3.035 1.175 0.843 15.242 3.707 127.512 122.92 16235 7115 8.511 15.395 -1.580 0.994 3.524 0.799 45.6 800S300-54 0.0566 33 0.839 2.86 8.358 2.090 3.156 0.960 1.069 8.249 1.785 35.28 31.13 2091 2091 0.896 12.076 -2.073 1.271 3.924 0.721 72.2 800S300-54 0.0566 50 0.839 2.86 8.358 2.090 3.156 0.960 1.069 7.862 1.535 45.96 40.22 2091 2091 0.896 12.076 -2.073 1.271 3.924 0.721 58.6 800S300-68 0.0713 33 1.050 3.57 10.382 2.595 3.145 1.179 1.060 10.351 2.321 45.86 42.54 4221 3367 1.779 14.888 -2.055 1.262 3.903 0.723 72.0 800S300-68 0.0713 50 1.050 3.57 10.382 2.595 3.145 1.179 1.060 10.082 2.145 64.21 55.47 4221 3367 1.779 14.888 -2.055 1.262 3.903 0.723 58.4 800S300-97 0.1017 33 1.474 5.02 14.375 3.594 3.123 1.595 1.040 14.375 3.443 76.212 73.25 8843 4824 5.082 20.304 -2.017 1.243 3.860 0.727 67.7 800S300-97 0.1017 50 1.474 5.02 14.375 3.594 3.123 1.595 1.040 14.170 3.304 98.92 89.89 10885 5938 5.082 20.304 -2.017 1.243 3.860 0.727 58.1 800S300-118 0.1242 33 1.779 6.05 17.167 4.292 3.106 1.871 1.025 17.167 4.168 94.332 95.78 11341 4971 9.149 23.979 -1.989 1.229 3.828 0.730 66.8 800S300-118 0.1242 50 1.779 6.05 17.167 4.292 3.106 1.871 1.025 17.022 4.108 138.412 126.69 16235 7115 9.149 23.979 -1.989 1.229 3.828 0.730 54.5 800S350-54 0.0566 33 0.938 3.19 9.683 2.421 3.212 1.646 1.325 9.477 2.125 41.98 38.29 2091 2091 1.002 22.897 -2.766 1.668 4.441 0.612 90.0 800S350-54 0.0566 50 0.938 3.19 9.683 2.421 3.212 1.646 1.325 9.191 1.869 55.96 49.74 2091 2091 1.002 22.897 -2.766 1.668 4.441 0.612 73.1 800S350-68 0.0713 33 1.174 4.00 12.046 3.012 3.203 2.034 1.316 12.046 2.837 56.07 51.89 4221 3367 1.990 28.308 -2.748 1.658 4.421 0.614 89.9 800S350-68 0.0713 50 1.174 4.00 12.046 3.012 3.203 2.034 1.316 11.909 2.596 77.73 68.05 4221 3367 1.990 28.308 -2.748 1.658 4.421 0.614 72.9 800S350-97 0.1017 33 1.652 5.62 16.737 4.184 3.183 2.784 1.298 16.737 4.101 89.432 87.25 8843 4824 5.696 38.834 -2.710 1.639 4.377 0.617 85.4 800S350-97 0.1017 50 1.652 5.62 16.737 4.184 3.183 2.784 1.298 16.737 3.785 113.34 108.67 10885 5938 5.696 38.834 -2.710 1.639 4.377 0.617 72.7 800S350-118 0.1242 33 1.997 6.79 20.041 5.010 3.168 3.295 1.285 20.041 5.010 111.442 111.44 11341 4971 10.267 46.068 -2.682 1.624 4.345 0.619 84.6 800S350-118 0.1242 50 1.997 6.79 20.041 5.010 3.168 3.295 1.285 20.041 4.762 158.022 150.37 16235 7115 10.267 46.068 -2.682 1.624 4.345 0.619 68.9 1000S162-431 0.0451 33 0.627 2.13 8.025 1.605 3.577 0.168 0.518 7.523 1.302 25.74 22.49 836 836 0.425 3.430 -0.823 0.545 3.707 0.951 38.8 1000S162-54 0.0566 33 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.627 1.722 34.02 31.11 1661 1661 0.836 4.198 -0.812 0.538 3.692 0.952 38.6 1000S162-54 0.0566 50 0.783 2.66 9.950 1.990 3.565 0.204 0.511 9.391 1.572 47.07 40.37 1661 1661 0.836 4.198 -0.812 0.538 3.692 0.952 31.3 1000S162-68 0.0713 33 0.978 3.33 12.325 2.465 3.550 0.246 0.502 12.256 2.276 44.98 42.91 3345 3345 1.658 5.121 -0.798 0.531 3.673 0.953 38.2 1000S162-68 0.0713 50 0.978 3.33 12.325 2.465 3.550 0.246 0.502 11.978 2.154 64.51 56.35 3345 3345 1.658 5.121 -0.798 0.531 3.673 0.953 31.0 1000S162-97 0.1017 33 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.393 67.06 67.05 8843 6434 4.731 6.827 -0.768 0.514 3.631 0.955 37.5 1000S162-97 0.1017 50 1.372 4.67 16.967 3.393 3.516 0.320 0.483 16.967 3.269 97.89 92.56 9864 7177 4.731 6.827 -0.768 0.514 3.631 0.955 30.4 1000S162-118 0.1242 33 1.655 5.63 20.169 4.034 3.491 0.363 0.468 20.169 4.034 100.242 100.25 13189 7747 8.511 7.924 -0.746 0.502 3.600 0.957 32.9 1000S162-118 0.1242 50 1.655 5.63 20.169 4.034 3.491 0.363 0.468 20.169 4.034 120.77 120.34 16235 9536 8.511 7.924 -0.746 0.502 3.600 0.957 30.0 1000S200-431 0.0451 33 0.672 2.29 9.085 1.817 3.676 0.309 0.677 8.602 1.470 29.05 26.14 836 836 0.456 6.236 -1.147 0.743 3.910 0.914 49.3 1000S200-54 0.0566 33 0.839 2.86 11.278 2.256 3.666 0.378 0.671 10.953 1.984 39.20 35.86 1661 1661 0.896 7.665 -1.135 0.737 3.896 0.915 49.1 1000S200-54 0.0566 50 0.839 2.86 11.278 2.256 3.666 0.378 0.671 10.769 1.705 51.05 46.62 1661 1661 0.896 7.665 -1.135 0.737 3.896 0.915 39.8 1000S200-68 0.0713 33 1.050 3.57 13.994 2.799 3.652 0.460 0.662 13.920 2.607 51.51 49.07 3345 3345 1.779 9.401 -1.120 0.729 3.876 0.917 48.8 1000S200-68 0.0713 50 1.050 3.57 13.994 2.799 3.652 0.460 0.662 13.665 2.420 72.46 64.50 3345 3345 1.779 9.401 -1.120 0.729 3.876 0.917 39.6 1000S200-97 0.1017 33 1.474 5.02 19.336 3.867 3.622 0.609 0.643 19.336 3.867 76.42 76.42 8843 6434 5.082 12.679 -1.088 0.711 3.836 0.920 48.2 1000S200-97 0.1017 50 1.474 5.02 19.336 3.867 3.622 0.609 0.643 19.336 3.741 112.00 104.73 9864 7177 5.082 12.679 -1.088 0.711 3.836 0.920 39.0 1000S200-118 0.1242 33 1.779 6.05 23.052 4.610 3.599 0.703 0.629 23.052 4.610 110.502 110.50 13189 7747 9.149 14.848 -1.064 0.699 3.805 0.922 43.3 1000S200-118 0.1242 50 1.779 6.05 23.052 4.610 3.599 0.703 0.629 23.052 4.610 138.04 135.74 16235 9536 9.149 14.848 -1.064 0.699 3.805 0.922 38.7 1000S250-431 0.0451 33 0.717 2.44 10.203 2.041 3.771 0.531 0.860 10.203 1.617 31.95 27.67 836 836 0.486 10.481 -1.518 0.965 4.155 0.867 60.7 1000S250-54 0.0566 33 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.677 2.277 44.99 38.02 1661 1661 0.957 12.922 -1.505 0.958 4.140 0.868 60.5 1000S250-54 0.0566 50 0.896 3.05 12.677 2.535 3.762 0.653 0.854 12.660 1.879 56.26 49.16 1661 1661 0.957 12.922 -1.505 0.958 4.140 0.868 49.1 1000S250-68 0.0713 33 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.751 3.028 65.932 55.62 3345 3345 1.899 15.909 -1.488 0.950 4.121 0.870 57.3 1000S250-68 0.0713 50 1.121 3.81 15.751 3.150 3.749 0.799 0.844 15.741 2.768 82.89 68.13 3345 3345 1.899 15.909 -1.488 0.950 4.121 0.870 48.8 1000S250-97 0.1017 33 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.357 98.412 91.77 8843 6434 5.433 21.632 -1.454 0.932 4.080 0.873 55.8 1000S250-97 0.1017 50 1.576 5.36 21.827 4.365 3.722 1.072 0.825 21.827 4.181 140.632 120.13 9864 7177 5.433 21.632 -1.454 0.932 4.080 0.873 45.6 1000S250-118 0.1242 33 1.904 6.48 26.080 5.216 3.701 1.249 0.810 26.080 5.216 120.892 120.71 13189 7747 9.788 25.490 -1.428 0.918 4.049 0.876 54.7 1000S250-118 0.1242 50 1.904 6.48 26.080 5.216 3.701 1.249 0.810 26.080 5.082 174.842 159.80 16235 9536 9.788 25.490 -1.428 0.918 4.049 0.876 44.8 1000S300-54 0.0566 33 0.953 3.24 14.076 2.815 3.844 1.024 1.037 13.938 2.312 45.69 39.41 1661 1661 1.017 19.888 -1.892 1.185 4.408 0.816 71.5 1000S300-54 0.0566 50 0.953 3.24 14.076 2.815 3.844 1.024 1.037 13.440 1.902 56.96 50.69 1661 1661 1.017 19.888 -1.892 1.185 4.408 0.816 58.1 1000S300-68 0.0713 33 1.192 4.06 17.509 3.502 3.832 1.258 1.027 17.441 3.158 62.41 54.29 3345 3345 2.020 24.551 -1.874 1.176 4.388 0.818 71.3 1000S300-68 0.0713 50 1.192 4.06 17.509 3.502 3.832 1.258 1.027 17.099 2.802 83.89 70.40 3345 3345 2.020 24.551 -1.874 1.176 4.388 0.818 57.8 1000S300-97 0.1017 33 1.677 5.71 24.318 4.864 3.808 1.702 1.007 24.318 4.671 103.392 94.70 8843 6434 5.783 33.570 -1.838 1.158 4.346 0.821 66.9 1000S300-97 0.1017 50 1.677 5.71 24.318 4.864 3.808 1.702 1.007 23.970 4.499 134.69 115.62 9864 7177 5.783 33.570 -1.838 1.158 4.346 0.821 57.4 1000S300-118 0.1242 33 2.028 6.90 29.109 5.822 3.789 1.997 0.992 29.109 5.662 128.162 125.04 13189 7747 10.427 39.725 -1.811 1.144 4.315 0.824 65.8 1000S300-118 0.1242 50 2.028 6.90 29.109 5.822 3.789 1.997 0.992 28.861 5.586 188.232 164.19 16235 9536 10.427 39.725 -1.811 1.144 4.315 0.824 53.8 1000S350-54 0.0566 33 1.052 3.58 16.220 3.244 3.927 1.768 1.297 15.942 2.772 54.77 48.69 1661 1661 1.123 36.575 -2.546 1.566 4.857 0.725 88.9 1000S350-54 0.0566 50 1.052 3.58 16.220 3.244 3.927 1.768 1.297 15.577 2.328 69.69 62.97 1661 1661 1.123 36.575 -2.546 1.566 4.857 0.725 72.2 1000S350-68 0.0713 33 1.317 4.48 20.204 4.041 3.917 2.185 1.288 20.204 3.824 75.57 66.40 3345 3345 2.232 45.277 -2.529 1.557 4.837 0.727 88.7 1000S350-68 0.0713 50 1.317 4.48 20.204 4.041 3.917 2.185 1.288 20.026 3.417 102.32 86.60 3345 3345 2.232 45.277 -2.529 1.557 4.837 0.727 72.0 1000S350-97 0.1017 33 1.855 6.31 28.148 5.630 3.895 2.992 1.270 28.148 5.517 120.332 112.80 8843 6434 6.397 62.280 -2.492 1.538 4.795 0.730 84.1 1000S350-97 0.1017 50 1.855 6.31 28.148 5.630 3.895 2.992 1.270 28.148 5.118 153.25 139.74 9864 7177 6.397 62.280 -2.492 1.538 4.795 0.730 71.6 1000S350-118 0.1242 33 2.245 7.64 33.772 6.754 3.878 3.543 1.256 33.772 6.754 150.232 147.03 13189 7747 11.544 74.030 -2.465 1.524 4.764 0.732 83.1 1000S350-118 0.1242 50 2.245 7.64 33.772 6.754 3.878 3.543 1.256 33.772 6.427 213.252 194.46 16235 9536 11.544 74.030 -2.465 1.524 4.764 0.732 67.8 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties www.SSMA.com 13Complies With 2009, 2012 and 2015 IBC 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 1200S162-541 0.0566 33 0.896 3.05 15.730 2.622 4.190 0.212 0.486 14.743 2.109 41.68 36.38 1377 1377 0.957 6.340 -0.732 0.493 4.281 0.971 37.5 1200S162-541 0.0566 50 0.896 3.05 15.730 2.622 4.190 0.212 0.486 14.298 1.914 57.31 46.75 1377 1377 0.957 6.340 -0.732 0.493 4.281 0.971 30.5 1200S162-68 0.0713 33 1.121 3.81 19.518 3.253 4.173 0.255 0.477 18.955 2.817 55.66 50.95 2771 2771 1.899 7.739 -0.719 0.485 4.261 0.972 37.2 1200S162-68 0.0713 50 1.121 3.81 19.518 3.253 4.173 0.255 0.477 18.390 2.645 79.19 66.14 2771 2771 1.899 7.739 -0.719 0.485 4.261 0.972 30.2 1200S162-97 0.1017 33 1.576 5.36 26.966 4.494 4.137 0.331 0.459 26.966 4.327 85.51 83.86 8147 7411 5.433 10.331 -0.691 0.470 4.219 0.973 36.4 1200S162-97 0.1017 50 1.576 5.36 26.966 4.494 4.137 0.331 0.459 26.735 4.091 122.49 111.30 8147 7411 5.433 10.331 -0.691 0.470 4.219 0.973 29.5 1200S162-118 0.1242 33 1.904 6.48 32.145 5.357 4.109 0.376 0.444 32.145 5.357 105.87 105.87 13189 9714 9.788 12.002 -0.670 0.459 4.187 0.974 35.8 1200S162-118 0.1242 50 1.904 6.48 32.145 5.357 4.109 0.376 0.444 32.145 5.168 154.74 147.23 14986 11037 9.788 12.002 -0.670 0.459 4.187 0.974 29.0 1200S200-541 0.0566 33 0.953 3.24 17.662 2.944 4.306 0.393 0.643 16.678 2.425 47.93 42.47 1377 1377 1.017 11.550 -1.032 0.681 4.474 0.947 48.0 1200S200-541 0.0566 50 0.953 3.24 17.662 2.944 4.306 0.393 0.643 16.334 2.073 62.07 54.74 1377 1377 1.017 11.550 -1.032 0.681 4.474 0.947 39.0 1200S200-68 0.0713 33 1.192 4.06 21.947 3.658 4.291 0.479 0.634 21.376 3.215 63.54 58.83 2771 2771 2.020 14.176 -1.017 0.673 4.455 0.948 47.7 1200S200-68 0.0713 50 1.192 4.06 21.947 3.658 4.291 0.479 0.634 20.864 2.963 88.71 76.55 2771 2771 2.020 14.176 -1.017 0.673 4.455 0.948 38.7 1200S200-97 0.1017 33 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.417 4.899 96.81 95.43 8147 7411 5.783 19.150 -0.987 0.656 4.414 0.950 47.0 1200S200-97 0.1017 50 1.677 5.71 30.417 5.069 4.258 0.635 0.615 30.175 4.660 139.51 126.86 8147 7411 5.783 19.150 -0.987 0.656 4.414 0.950 38.1 1200S200-118 0.1242 33 2.028 6.90 36.347 6.058 4.234 0.732 0.601 36.347 6.058 119.71 119.71 13189 9714 10.427 22.451 -0.964 0.644 4.384 0.952 46.5 1200S200-118 0.1242 50 2.028 6.90 36.347 6.058 4.234 0.732 0.601 36.347 5.865 175.59 166.80 14986 11037 10.427 22.451 -0.964 0.644 4.384 0.952 37.7 1200S250-541 0.0566 33 1.009 3.43 19.681 3.280 4.416 0.683 0.823 18.832 2.482 49.05 45.43 1377 1377 1.078 19.505 -1.378 0.892 4.699 0.914 59.6 1200S250-541 0.0566 50 1.009 3.43 19.681 3.280 4.416 0.683 0.823 18.433 2.149 64.34 58.39 1377 1377 1.078 19.505 -1.378 0.892 4.699 0.914 48.3 1200S250-68 0.0713 33 1.263 4.30 24.484 4.081 4.402 0.836 0.813 23.963 3.496 69.08 62.95 2771 2771 2.141 24.034 -1.362 0.884 4.679 0.915 59.2 1200S250-68 0.0713 50 1.263 4.30 24.484 4.081 4.402 0.836 0.813 23.575 3.007 90.04 81.59 2771 2771 2.141 24.034 -1.362 0.884 4.679 0.915 48.1 1200S250-97 0.1017 33 1.779 6.05 34.016 5.669 4.373 1.121 0.794 34.016 5.496 108.60 102.52 8147 7411 6.134 32.734 -1.329 0.867 4.639 0.918 58.6 1200S250-97 0.1017 50 1.779 6.05 34.016 5.669 4.373 1.121 0.794 33.835 5.037 150.82 135.37 8147 7411 6.134 32.734 -1.329 0.867 4.639 0.918 47.5 1200S250-118 0.1242 33 2.152 7.32 40.726 6.788 4.350 1.307 0.779 40.726 6.788 134.13 133.19 13189 9714 11.065 38.619 -1.305 0.854 4.608 0.920 58.2 1200S250-118 0.1242 50 2.152 7.32 40.726 6.788 4.350 1.307 0.779 40.726 6.541 195.84 178.57 14986 11037 11.065 38.619 -1.305 0.854 4.608 0.920 47.1 1200S300-541 0.0566 33 1.066 3.63 21.699 3.617 4.512 1.074 1.004 21.648 2.736 54.06 47.36 1377 1377 1.138 30.051 -1.743 1.111 4.940 0.876 70.8 1200S300-541 0.0566 50 1.066 3.63 21.699 3.617 4.512 1.074 1.004 21.043 2.272 68.04 60.65 1377 1377 1.138 30.051 -1.743 1.111 4.940 0.876 57.4 1200S300-68 0.0713 33 1.335 4.54 27.020 4.503 4.499 1.320 0.994 26.918 4.064 80.30 65.72 2771 2771 2.262 37.126 -1.726 1.103 4.921 0.877 70.5 1200S300-68 0.0713 50 1.335 4.54 27.020 4.503 4.499 1.320 0.994 26.510 3.317 99.32 84.79 2771 2771 2.262 37.126 -1.726 1.103 4.921 0.877 57.2 1200S300-97 0.1017 33 1.881 6.40 37.616 6.269 4.472 1.786 0.974 37.616 6.035 133.592 116.06 8147 7411 6.484 50.853 -1.691 1.085 4.880 0.880 66.0 1200S300-97 0.1017 50 1.881 6.40 37.616 6.269 4.472 1.786 0.974 37.085 5.831 174.57 141.05 8147 7411 6.484 50.853 -1.691 1.085 4.880 0.880 56.7 1200S300-118 0.1242 33 2.276 7.75 45.106 7.518 4.452 2.095 0.959 45.106 7.323 165.762 154.65 13189 9714 11.704 60.251 -1.666 1.071 4.849 0.882 64.9 1200S300-118 0.1242 50 2.276 7.75 45.106 7.518 4.452 2.095 0.959 44.727 7.232 243.672 201.68 14986 11037 11.704 60.251 -1.666 1.071 4.849 0.882 53.0 1200S350-541 0.0566 33 1.165 3.96 24.860 4.143 4.620 1.866 1.266 24.610 3.295 65.12 58.95 1377 1377 1.244 54.279 -2.363 1.478 5.341 0.804 88.0 1200S350-541 0.0566 50 1.165 3.96 24.860 4.143 4.620 1.866 1.266 24.087 2.787 83.46 75.92 1377 1377 1.244 54.279 -2.363 1.478 5.341 0.804 71.4 1200S350-68 0.0713 33 1.460 4.97 30.996 5.166 4.608 2.306 1.257 30.996 4.908 96.98 80.83 2771 2771 2.473 67.251 -2.346 1.469 5.322 0.806 87.7 1200S350-68 0.0713 50 1.460 4.97 30.996 5.166 4.608 2.306 1.257 30.916 4.061 121.59 104.89 2771 2771 2.473 67.251 -2.346 1.469 5.322 0.806 71.2 1200S350-97 0.1017 33 2.059 7.01 43.269 7.211 4.584 3.159 1.239 43.269 7.071 154.222 138.56 8147 7411 7.098 92.672 -2.310 1.450 5.281 0.809 83.0 1200S350-97 0.1017 50 2.059 7.01 43.269 7.211 4.584 3.159 1.239 43.269 6.590 197.31 170.84 8147 7411 7.098 92.672 -2.310 1.450 5.281 0.809 70.8 1200S350-118 0.1242 33 2.494 8.48 51.992 8.665 4.566 3.741 1.225 51.992 8.665 192.742 181.90 13189 9714 12.821 110.302 -2.284 1.436 5.250 0.811 81.9 1200S350-118 0.1242 50 2.494 8.48 51.992 8.665 4.566 3.741 1.225 51.992 8.260 274.072 238.96 14986 11037 12.821 110.302 -2.284 1.436 5.250 0.811 66.9 1400S162-541 0.0566 33 1.009 3.43 23.302 3.329 4.805 0.218 0.464 21.103 2.496 49.32 40.86 1177 1177 1.078 8.980 -0.667 0.454 4.873 0.981 36.6 1400S162-541 0.0566 50 1.009 3.43 23.302 3.329 4.805 0.218 0.464 20.365 2.256 67.54 52.13 1177 1177 1.078 8.980 -0.667 0.454 4.873 0.981 29.7 1400S162-68 0.0713 33 1.263 4.30 28.952 4.136 4.787 0.262 0.456 27.357 3.357 66.33 57.96 2365 2365 2.141 10.966 -0.654 0.447 4.853 0.982 36.2 1400S162-68 0.0713 50 1.263 4.30 28.952 4.136 4.787 0.262 0.456 26.375 3.135 93.85 74.56 2365 2365 2.141 10.966 -0.654 0.447 4.853 0.982 29.4 1400S162-97 0.1017 33 1.779 6.05 40.115 5.731 4.748 0.340 0.437 39.965 5.248 103.71 97.69 6939 6939 6.134 14.651 -0.628 0.433 4.810 0.983 35.3 1400S162-97 0.1017 50 1.779 6.05 40.115 5.731 4.748 0.340 0.437 38.897 4.915 147.14 127.96 6939 6939 6.134 14.651 -0.628 0.433 4.810 0.983 28.7 1400S162-118 0.1242 33 2.152 7.32 47.928 6.847 4.719 0.385 0.423 47.928 6.659 131.59 129.07 12745 11287 11.065 17.032 -0.609 0.422 4.777 0.984 34.7 1400S162-118 0.1242 50 2.152 7.32 47.928 6.847 4.719 0.385 0.423 47.772 6.282 188.07 171.63 12745 11287 11.065 17.032 -0.609 0.422 4.777 0.984 28.1 1400S200-541 0.0566 33 1.066 3.63 25.951 3.707 4.935 0.406 0.617 23.767 2.866 56.63 48.18 1177 1177 1.138 16.355 -0.946 0.633 5.062 0.965 47.0 1400S200-541 0.0566 50 1.066 3.63 25.951 3.707 4.935 0.406 0.617 23.199 2.440 73.05 61.67 1177 1177 1.138 16.355 -0.946 0.633 5.062 0.965 38.2 1400S200-68 0.0713 33 1.335 4.54 32.284 4.612 4.918 0.494 0.608 30.684 3.824 75.56 67.50 2365 2365 2.262 20.083 -0.932 0.625 5.043 0.966 46.7 1400S200-68 0.0713 50 1.335 4.54 32.284 4.612 4.918 0.494 0.608 29.797 3.505 104.93 87.10 2365 2365 2.262 20.083 -0.932 0.625 5.043 0.966 37.9 1400S200-97 0.1017 33 1.881 6.40 44.853 6.408 4.883 0.655 0.590 44.683 5.917 116.93 111.87 6939 6939 6.484 27.156 -0.904 0.609 5.001 0.967 45.9 1400S200-97 0.1017 50 1.881 6.40 44.853 6.408 4.883 0.655 0.590 43.616 5.580 167.07 146.98 6939 6939 6.484 27.156 -0.904 0.609 5.001 0.967 37.3 1400S200-118 0.1242 33 2.276 7.75 53.698 7.671 4.857 0.755 0.576 53.698 7.480 147.81 146.71 12745 11287 11.704 31.861 -0.883 0.598 4.970 0.968 45.4 1400S200-118 0.1242 50 2.276 7.75 53.698 7.671 4.857 0.755 0.576 53.520 7.096 212.47 195.62 12745 11287 11.704 31.861 -0.883 0.598 4.970 0.968 36.8 1400S250-541 0.0566 33 1.122 3.82 28.702 4.100 5.057 0.707 0.794 26.758 2.927 57.83 52.08 1177 1177 1.198 27.675 -1.272 0.835 5.275 0.942 58.6 1400S250-541 0.0566 50 1.122 3.82 28.702 4.100 5.057 0.707 0.794 26.141 2.527 75.65 66.58 1177 1177 1.198 27.675 -1.272 0.835 5.275 0.942 47.6 1400S250-68 0.0713 33 1.406 4.78 35.743 5.106 5.042 0.865 0.784 34.239 4.145 81.90 72.82 2365 2365 2.383 34.118 -1.257 0.827 5.255 0.943 58.3 1400S250-68 0.0713 50 1.406 4.78 35.743 5.106 5.042 0.865 0.784 33.565 3.550 106.29 93.79 2365 2365 2.383 34.118 -1.257 0.827 5.255 0.943 47.3 1400S250-97 0.1017 33 1.983 6.75 49.764 7.109 5.010 1.160 0.765 49.579 6.611 130.64 120.65 6939 6939 6.835 46.520 -1.225 0.811 5.214 0.945 57.6 1400S250-97 0.1017 50 1.983 6.75 49.764 7.109 5.010 1.160 0.765 48.650 6.010 179.95 157.94 6939 6939 6.835 46.520 -1.225 0.811 5.214 0.945 46.7 1400S250-118 0.1242 33 2.400 8.17 59.676 8.525 4.986 1.352 0.750 59.676 8.330 164.61 158.62 12745 11287 12.342 54.927 -1.203 0.798 5.184 0.946 57.1 1400S250-118 0.1242 50 2.400 8.17 59.676 8.525 4.986 1.352 0.750 59.504 7.881 235.94 210.42 12745 11287 12.342 54.927 -1.203 0.798 5.184 0.946 46.2 1400S300-541 0.0566 33 1.179 4.01 31.453 4.493 5.165 1.115 0.972 29.581 3.019 59.66 54.74 1177 1177 1.259 42.690 -1.617 1.046 5.499 0.914 69.9 1400S300-541 0.0566 50 1.179 4.01 31.453 4.493 5.165 1.115 0.972 27.227 2.580 77.25 69.82 1177 1177 1.259 42.690 -1.617 1.046 5.499 0.914 56.8 1400S300-68 0.0713 33 1.477 5.03 39.201 5.600 5.151 1.370 0.963 37.902 4.236 83.71 76.51 2365 2365 2.503 52.772 -1.601 1.038 5.480 0.915 69.6 1400S300-68 0.0713 50 1.477 5.03 39.201 5.600 5.151 1.370 0.963 36.290 3.655 109.42 98.25 2365 2365 2.503 52.772 -1.601 1.038 5.480 0.915 56.5 1400S300-97 0.1017 33 2.084 7.09 54.675 7.811 5.122 1.854 0.943 54.574 7.035 139.02 126.99 6939 6939 7.186 72.365 -1.568 1.020 5.439 0.917 68.9 1400S300-97 0.1017 50 2.084 7.09 54.675 7.811 5.122 1.854 0.943 53.226 6.372 190.78 165.45 6939 6939 7.186 72.365 -1.568 1.020 5.439 0.917 55.9 1400S300-118 0.1242 33 2.525 8.59 65.655 9.379 5.100 2.174 0.928 65.655 9.046 178.75 167.53 12745 11287 12.981 85.812 -1.544 1.008 5.408 0.919 68.5 1400S300-118 0.1242 50 2.525 8.59 65.655 9.379 5.100 2.174 0.928 65.570 8.427 252.29 220.81 12745 11287 12.981 85.812 -1.544 1.008 5.408 0.919 55.5 www.SSMA.com14 Copyright © 2015 by the SSMA Section Design Thickness (in) Fy (ksi) Gross Properties Effective Properties Torsional Properties Lu (in)Area (in2)Weight (lb/ft)lx (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Mal (in-k)Mad (in-k)Vag (lb)Vanet (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 1400S350-541 0.0566 33 1.278 4.35 35.830 5.119 5.295 1.947 1.234 35.659 3.823 75.54 68.80 1177 1177 1.365 76.252 -2.207 1.400 5.868 0.859 87.1 1400S350-541 0.0566 50 1.278 4.35 35.830 5.119 5.295 1.947 1.234 33.308 3.249 97.27 88.25 1177 1177 1.365 76.252 -2.207 1.400 5.868 0.859 70.7 1400S350-68 0.0713 33 1.602 5.45 44.707 6.387 5.283 2.406 1.226 44.707 5.700 112.64 94.81 2365 2365 2.715 94.534 -2.190 1.391 5.848 0.860 86.8 1400S350-68 0.0713 50 1.602 5.45 44.707 6.387 5.283 2.406 1.226 44.707 4.709 141.00 122.49 2365 2365 2.715 94.534 -2.190 1.391 5.848 0.860 70.4 1400S350-97 0.1017 33 2.262 7.70 62.507 8.930 5.257 3.296 1.207 62.507 8.762 191.082 163.95 6939 6939 7.799 130.430 -2.156 1.373 5.808 0.862 82.0 1400S350-97 0.1017 50 2.262 7.70 62.507 8.930 5.257 3.296 1.207 62.507 8.189 245.18 201.25 6939 6939 7.799 130.430 -2.156 1.373 5.808 0.862 70.0 1400S350-118 0.1242 33 2.742 9.33 75.200 10.743 5.237 3.903 1.193 75.200 10.743 238.952 216.66 12745 11287 14.099 155.387 -2.130 1.360 5.778 0.864 80.9 1400S350-118 0.1242 50 2.742 9.33 75.200 10.743 5.237 3.903 1.193 75.200 10.260 340.442 282.84 12745 11287 14.099 155.387 -2.130 1.360 5.778 0.864 66.1 1600S162-681 0.0713 33 1.406 4.78 40.913 5.114 5.394 0.268 0.436 37.533 3.896 76.99 64.10 2062 2062 2.383 14.816 -0.601 0.415 5.445 0.988 35.2 1600S162-681 0.0713 50 1.406 4.78 40.913 5.114 5.394 0.268 0.436 35.986 3.624 108.49 81.87 2062 2062 2.383 14.816 -0.601 0.415 5.445 0.988 28.6 1600S162-97 0.1017 33 1.983 6.75 56.824 7.103 5.354 0.347 0.418 55.563 6.173 121.97 110.13 6043 6043 6.835 19.807 -0.577 0.401 5.401 0.989 34.4 1600S162-97 0.1017 50 1.983 6.75 56.824 7.103 5.354 0.347 0.418 53.725 5.738 171.79 142.80 6043 6043 6.835 19.807 -0.577 0.401 5.401 0.989 27.9 1600S162-118 0.1242 33 2.400 8.17 68.014 8.502 5.323 0.393 0.405 68.014 7.920 156.50 147.57 11088 11088 12.342 23.035 -0.559 0.391 5.368 0.989 33.7 1600S162-118 0.1242 50 2.400 8.17 68.014 8.502 5.323 0.393 0.405 66.535 7.399 221.51 193.72 11088 11088 12.342 23.035 -0.559 0.391 5.368 0.989 27.3 1600S200-681 0.0713 33 1.477 5.03 45.291 5.661 5.537 0.506 0.585 41.916 4.431 87.56 75.11 2062 2062 2.503 27.155 -0.862 0.584 5.634 0.977 45.7 1600S200-681 0.0713 50 1.477 5.03 45.291 5.661 5.537 0.506 0.585 40.523 4.045 121.11 96.27 2062 2062 2.503 27.155 -0.862 0.584 5.634 0.977 37.1 1600S200-97 0.1017 33 2.084 7.09 63.050 7.881 5.500 0.670 0.567 61.757 6.938 137.10 126.78 6043 6043 7.186 36.744 -0.835 0.569 5.592 0.978 44.9 1600S200-97 0.1017 50 2.084 7.09 63.050 7.881 5.500 0.670 0.567 59.933 6.500 194.61 164.99 6043 6043 7.186 36.744 -0.835 0.569 5.592 0.978 36.4 1600S200-118 0.1242 33 2.525 8.59 75.601 9.450 5.472 0.773 0.553 75.601 8.859 175.05 168.39 11088 11088 12.981 43.132 -0.815 0.558 5.560 0.979 44.3 1600S200-118 0.1242 50 2.525 8.59 75.601 9.450 5.472 0.773 0.553 74.084 8.331 249.44 221.86 11088 11088 12.981 43.132 -0.815 0.558 5.560 0.979 35.9 1600S250-68 1 0.0713 33 1.549 5.27 49.814 6.227 5.672 0.889 0.758 46.607 4.792 94.70 81.69 2062 2062 2.624 46.230 -1.167 0.778 5.840 0.960 57.3 1600S250-68 1 0.0713 50 1.549 5.27 49.814 6.227 5.672 0.889 0.758 45.550 4.092 122.51 104.63 2062 2062 2.624 46.230 -1.167 0.778 5.840 0.960 46.5 1600S250-97 0.1017 33 2.186 7.44 69.476 8.685 5.638 1.192 0.738 68.160 7.728 152.72 137.47 6043 6043 7.536 63.082 -1.138 0.762 5.799 0.962 56.5 1600S250-97 0.1017 50 2.186 7.44 69.476 8.685 5.638 1.192 0.738 66.577 6.983 209.06 178.60 6043 6043 7.536 63.082 -1.138 0.762 5.799 0.962 45.9 1600S250-118 0.1242 33 2.649 9.01 83.427 10.428 5.612 1.389 0.724 83.427 9.827 194.19 182.65 11088 11088 13.620 74.524 -1.116 0.750 5.768 0.963 56.0 1600S250-118 0.1242 50 2.649 9.01 83.427 10.428 5.612 1.389 0.724 81.923 9.222 276.12 240.07 11088 11088 13.620 74.524 -1.116 0.750 5.768 0.963 45.4 1600S300-68 1 0.0713 33 1.620 5.51 54.336 6.792 5.792 1.411 0.933 51.468 4.892 96.68 86.46 2062 2062 2.745 71.608 -1.494 0.981 6.054 0.939 68.7 1600S300-68 1 0.0713 50 1.620 5.51 54.336 6.792 5.792 1.411 0.933 49.107 4.210 126.04 110.54 2062 2062 2.745 71.608 -1.494 0.981 6.054 0.939 55.8 1600S300-97 0.1017 33 2.288 7.78 75.903 9.488 5.760 1.909 0.914 74.741 8.203 162.09 145.38 6043 6043 7.887 98.275 -1.463 0.964 6.013 0.941 68.0 1600S300-97 0.1017 50 2.288 7.78 75.903 9.488 5.760 1.909 0.914 72.666 7.391 221.28 188.32 6043 6043 7.887 98.275 -1.463 0.964 6.013 0.941 55.1 1600S300-118 0.1242 33 2.773 9.44 91.253 11.407 5.737 2.239 0.899 91.253 10.637 210.19 193.46 11088 11088 14.258 116.606 -1.439 0.951 5.982 0.942 67.4 1600S300-118 0.1242 50 2.773 9.44 91.253 11.407 5.737 2.239 0.899 89.913 9.835 294.48 253.24 11088 11088 14.258 116.606 -1.439 0.951 5.982 0.942 54.7 1600S350-68 1 0.0713 33 1.745 5.94 61.622 7.703 5.943 2.490 1.195 58.537 6.041 119.38 108.05 2062 2062 2.957 127.370 -2.055 1.322 6.401 0.897 85.8 1600S350-68 1 0.0713 50 1.745 5.94 61.622 7.703 5.943 2.490 1.195 57.437 5.180 155.08 138.99 2062 2062 2.957 127.370 -2.055 1.322 6.401 0.897 69.7 1600S350-97 0.1017 33 2.466 8.39 86.270 10.784 5.915 3.410 1.176 84.926 9.771 193.09 176.65 6043 6043 8.501 175.896 -2.022 1.304 6.361 0.899 85.2 1600S350-97 0.1017 50 2.466 8.39 86.270 10.784 5.915 3.410 1.176 83.691 8.382 250.96 230.33 6043 6043 8.501 175.896 -2.022 1.304 6.361 0.899 69.1 1600S350-118 0.1242 33 2.990 10.18 103.892 12.987 5.894 4.038 1.162 103.892 12.367 244.38 231.20 11088 11088 15.376 209.692 -1.998 1.291 6.331 0.900 84.8 1600S350-118 0.1242 50 2.990 10.18 103.892 12.987 5.894 4.038 1.162 102.530 11.305 338.47 304.57 11088 11088 15.376 209.692 -1.998 1.291 6.331 0.900 68.8 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. See Table Notes on page 7. Structural (S) Section Properties www.SSMA.com 15Complies With 2009, 2012 and 2015 IBC 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. Track (T) Section Properties Table Notes Section Design Thickness (in) Gross Properties Effective Prop. (33 ksi)Effective Prop. (50 ksi)Torsional Properties Area (in2)Weight (lb/ft)Ix (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 162T125-18 0.0188 0.077 0.26 0.041 0.047 0.733 0.013 0.411 0.030 0.025 0.50 302 ----0.009 0.007 -0.878 0.503 1.215 0.478 162T125-27 0.0283 0.117 0.40 0.063 0.072 0.735 0.020 0.410 0.050 0.044 0.87 541 ----0.031 0.010 -0.872 0.501 1.211 0.482 162T125-30 0.0312 0.129 0.44 0.070 0.079 0.735 0.022 0.409 0.057 0.050 1.00 597 ----0.042 0.012 -0.870 0.500 1.210 0.483 162T125-33 0.0346 0.143 0.49 0.077 0.087 0.736 0.024 0.408 0.066 0.058 1.15 663 ----0.057 0.013 -0.868 0.499 1.209 0.484 250T125-18 0.0188 0.094 0.32 0.103 0.079 1.051 0.015 0.400 0.078 0.045 0.90 249 ----0.011 0.018 -0.769 0.460 1.362 0.681 250T125-27 0.0283 0.141 0.48 0.157 0.119 1.053 0.022 0.398 0.129 0.079 1.56 685 ----0.038 0.027 -0.763 0.457 1.360 0.685 250T125-30 0.0312 0.156 0.53 0.173 0.131 1.053 0.025 0.397 0.145 0.090 1.77 832 ----0.051 0.030 -0.762 0.456 1.359 0.686 250T125-33 0.0346 0.173 0.59 0.192 0.145 1.054 0.027 0.397 0.166 0.103 2.03 1024 ----0.069 0.033 -0.760 0.456 1.358 0.687 250T125-43 0.0451 0.225 0.77 0.250 0.188 1.055 0.035 0.395 0.231 0.147 2.91 1356 ----0.153 0.042 -0.755 0.453 1.356 0.690 250T125-54 0.0566 0.282 0.96 0.318 0.236 1.062 0.043 0.392 0.310 0.203 4.01 1692 0.297 0.188 5.64 2563 0.301 0.054 -0.749 0.449 1.357 0.696 250T125-68 0.0713 0.355 1.21 0.408 0.297 1.072 0.054 0.389 0.408 0.281 5.56 2111 0.402 0.262 7.85 3199 0.602 0.069 -0.740 0.444 1.360 0.704 250T125-97 0.1017 0.506 1.72 0.604 0.423 1.092 0.074 0.383 0.604 0.423 9.56 2954 0.604 0.423 12.67 4476 1.745 0.101 -0.724 0.434 1.365 0.719 250T150-27 0.0283 0.156 0.53 0.181 0.137 1.078 0.037 0.486 0.139 0.082 1.61 685 ----0.042 0.044 -0.976 0.575 1.534 0.595 250T150-30 0.0312 0.172 0.58 0.199 0.151 1.078 0.040 0.486 0.157 0.093 1.83 832 ----0.056 0.049 -0.975 0.574 1.533 0.595 250T150-33 0.0346 0.190 0.65 0.221 0.167 1.079 0.045 0.485 0.179 0.107 2.11 1024 ----0.076 0.054 -0.973 0.573 1.532 0.596 250T150-43 0.0451 0.248 0.84 0.289 0.217 1.080 0.058 0.483 0.252 0.154 3.03 1356 ----0.168 0.070 -0.968 0.570 1.529 0.599 250T150-54 0.0566 0.311 1.06 0.368 0.273 1.088 0.072 0.481 0.342 0.213 4.22 1692 0.325 0.197 5.89 2563 0.332 0.089 -0.961 0.566 1.529 0.605 250T150-68 0.0713 0.391 1.33 0.472 0.344 1.099 0.089 0.478 0.465 0.299 5.92 2111 0.445 0.276 8.27 3199 0.663 0.114 -0.953 0.561 1.531 0.613 250T150-97 0.1017 0.557 1.9 0.701 0.491 1.121 0.124 0.471 0.701 0.491 9.69 2954 0.701 0.463 13.86 4476 1.921 0.168 -0.935 0.55 1.534 0.629 250T200-33 0.0346 0.225 0.76 0.280 0.212 1.117 0.097 0.658 0.203 0.112 2.22 1024 ----0.090 0.118 -1.418 0.813 1.921 0.455 250T200-43 0.0451 0.293 1.00 0.366 0.275 1.118 0.126 0.657 0.288 0.163 3.21 1356 ----0.198 0.153 -1.413 0.810 1.918 0.457 250T200-54 0.0566 0.367 1.25 0.466 0.346 1.127 0.157 0.654 0.396 0.228 4.51 1692 0.371 0.209 6.25 2563 0.392 0.195 -1.405 0.806 1.917 0.462 250T200-68 0.0713 0.462 1.57 0.600 0.437 1.139 0.196 0.652 0.548 0.324 6.41 2111 0.517 0.296 8.86 3199 0.783 0.251 -1.396 0.800 1.916 0.469 250T200-97 0.1017 0.659 2.24 0.893 0.626 1.165 0.275 0.646 0.893 0.556 10.99 2954 0.856 0.51 15.27 4476 2.271 0.374 -1.376 0.789 1.915 0.484 350T125-18 0.0188 0.113 0.38 0.219 0.121 1.394 0.016 0.383 0.174 0.063 1.25 175 ----0.013 0.038 -0.675 0.418 1.595 0.821 350T125-27 0.0283 0.170 0.58 0.331 0.182 1.396 0.025 0.381 0.277 0.128 2.53 590 ----0.045 0.057 -0.670 0.416 1.595 0.823 350T125-30 0.0312 0.187 0.64 0.365 0.200 1.396 0.027 0.380 0.312 0.145 2.86 790 ----0.061 0.063 -0.669 0.415 1.594 0.824 350T125-33 0.0346 0.207 0.71 0.405 0.222 1.397 0.030 0.379 0.354 0.165 3.27 1024 ----0.083 0.070 -0.668 0.414 1.594 0.824 350T125-43 0.0451 0.270 0.92 0.528 0.288 1.397 0.038 0.377 0.490 0.233 4.61 1739 ----0.183 0.090 -0.663 0.412 1.592 0.826 350T125-54 0.0566 0.339 1.15 0.668 0.361 1.404 0.048 0.375 0.651 0.317 6.26 2392 0.626 0.297 8.89 3372 0.362 0.114 -0.658 0.408 1.595 0.830 350T125-68 0.0713 0.427 1.45 0.851 0.454 1.412 0.059 0.372 0.851 0.433 8.55 2994 0.839 0.407 12.18 4536 0.723 0.144 -0.650 0.403 1.599 0.835 350T125-97 0.1017 0.608 2.07 1.243 0.645 1.43 0.081 0.366 1.243 0.645 14.56 4213 1.243 0.645 19.3 6383 2.096 0.209 -0.636 0.394 1.607 0.844 350T150-27 0.0283 0.184 0.63 0.377 0.207 1.431 0.041 0.470 0.298 0.132 2.62 590 ----0.049 0.094 -0.869 0.529 1.739 0.750 350T150-30 0.0312 0.203 0.69 0.416 0.228 1.432 0.045 0.469 0.336 0.150 2.96 790 ----0.066 0.103 -0.867 0.528 1.739 0.751 350T150-33 0.0346 0.225 0.76 0.461 0.253 1.432 0.049 0.469 0.382 0.171 3.39 1024 ----0.090 0.114 -0.866 0.527 1.738 0.752 350T150-43 0.0451 0.293 1.00 0.601 0.328 1.433 0.064 0.467 0.531 0.243 4.80 1739 ----0.198 0.148 -0.861 0.525 1.736 0.754 350T150-54 0.0566 0.367 1.25 0.761 0.412 1.440 0.079 0.465 0.712 0.332 6.57 2392 0.679 0.310 9.28 3372 0.392 0.187 -0.855 0.521 1.738 0.758 350T150-68 0.0713 0.462 1.57 0.972 0.518 1.450 0.099 0.462 0.957 0.459 9.07 2994 0.919 0.428 12.81 4536 0.783 0.238 -0.847 0.516 1.741 0.763 350T150-97 0.1017 0.659 2.24 1.422 0.738 1.469 0.136 0.455 1.422 0.738 14.58 4213 1.422 0.701 20.98 6383 2.271 0.346 -0.831 0.506 1.748 0.774 350T200-33 0.0346 0.259 0.88 0.574 0.315 1.487 0.108 0.647 0.428 0.181 3.57 1024 ----0.103 0.249 -1.285 0.761 2.069 0.614 350T200-43 0.0451 0.338 1.15 0.749 0.409 1.489 0.140 0.645 0.600 0.257 5.09 1739 ----0.229 0.323 -1.280 0.758 2.066 0.616 350T200-54 0.0566 0.424 1.44 0.949 0.513 1.496 0.175 0.642 0.814 0.355 7.01 2392 0.770 0.329 9.85 3372 0.453 0.409 -1.273 0.754 2.067 0.621 350T200-68 0.0713 0.534 1.82 1.213 0.647 1.508 0.218 0.639 1.112 0.496 9.80 2994 1.054 0.458 13.71 4536 0.904 0.522 -1.264 0.749 2.069 0.626 350T200-97 0.1017 0.761 2.59 1.78 0.923 1.53 0.305 0.633 1.779 0.831 16.41 4213 1.708 0.769 23.01 6383 2.622 0.765 -1.247 0.738 2.073 0.638 350T250-43 0.0451 0.383 1.30 0.896 0.490 1.530 0.257 0.819 0.659 0.268 5.29 1739 0.260 0.593 -1.719 0.996 2.443 0.505 350T250-54 0.0566 0.480 1.63 1.137 0.615 1.538 0.321 0.817 0.900 0.371 7.33 2392 0.846 0.343 10.26 3372 0.513 0.752 -1.712 0.992 2.442 0.509 350T250-68 0.0713 0.605 2.06 1.454 0.776 1.550 0.401 0.814 1.241 0.522 10.31 2994 1.168 0.479 14.35 4536 1.025 0.961 -1.703 0.987 2.443 0.514 350T250-97 0.1017 0.862 2.93 2.139 1.109 1.575 0.563 0.808 2.027 0.889 17.56 4213 1.924 0.815 24.39 6383 2.973 1.413 -1.684 0.975 2.443 0.525 362T125-18 0.0188 0.115 0.39 0.237 0.126 1.435 0.017 0.380 0.189 0.065 1.29 169 ----0.014 0.042 -0.665 0.413 1.627 0.833 362T125-27 0.0283 0.173 0.59 0.358 0.191 1.438 0.025 0.378 0.301 0.135 2.66 569 ----0.046 0.062 -0.661 0.411 1.627 0.835 362T125-30 0.0312 0.191 0.65 0.395 0.210 1.438 0.027 0.378 0.339 0.152 3.01 762 ----0.062 0.068 -0.659 0.410 1.626 0.836 362T125-33 0.0346 0.212 0.72 0.438 0.232 1.438 0.030 0.377 0.384 0.174 3.44 1024 ----0.085 0.076 -0.658 0.409 1.626 0.836 362T125-43 0.0451 0.276 0.94 0.571 0.302 1.439 0.039 0.375 0.531 0.245 4.84 1739 ----0.187 0.098 -0.654 0.407 1.625 0.838 362T125-54 0.0566 0.346 1.18 0.723 0.378 1.445 0.048 0.373 0.705 0.332 6.57 2480 0.678 0.312 9.34 3372 0.369 0.123 -0.648 0.404 1.627 0.841 362T125-68 0.0713 0.436 1.48 0.921 0.475 1.454 0.060 0.370 0.921 0.453 8.95 3104 0.907 0.427 12.78 4703 0.738 0.156 -0.641 0.399 1.631 0.846 362T125-97 0.1017 0.621 2.11 1.343 0.675 1.471 0.082 0.363 1.343 0.675 15.24 4370 1.343 0.675 20.2 6622 2.14 0.226 -0.626 0.39 1.639 0.854 362T150-27 0.0283 0.187 0.64 0.408 0.217 1.475 0.041 0.468 0.323 0.140 2.76 569 ----0.050 0.102 -0.857 0.524 1.769 0.765 362T150-30 0.0312 0.207 0.70 0.449 0.239 1.475 0.045 0.467 0.364 0.158 3.12 762 ----0.067 0.112 -0.856 0.523 1.768 0.766 362T150-33 0.0346 0.229 0.78 0.499 0.264 1.475 0.050 0.467 0.414 0.180 3.56 1024 ----0.091 0.124 -0.854 0.522 1.767 0.766 362T150-43 0.0451 0.298 1.02 0.650 0.343 1.476 0.064 0.465 0.574 0.255 5.04 1739 ----0.202 0.160 -0.850 0.519 1.766 0.768 362T150-54 0.0566 0.374 1.27 0.823 0.431 1.483 0.080 0.462 0.769 0.349 6.89 2480 0.735 0.325 9.74 3372 0.400 0.202 -0.844 0.516 1.768 0.772 362T150-68 0.0713 0.471 1.60 1.050 0.542 1.492 0.099 0.459 1.034 0.480 9.49 3104 0.993 0.449 13.43 4703 0.799 0.257 -0.836 0.511 1.771 0.777 362T150-97 0.1017 0.672 2.29 1.534 0.771 1.512 0.138 0.453 1.534 0.771 15.23 4370 1.534 0.733 21.94 6622 2.315 0.374 -0.82 0.501 1.778 0.787 1. The centerline bend radius is based on inside corner radii shown in the steel thickness table on page 5. 2. Web depth for track sections is equal to the nominal height plus 2 times the design thickness plus the bend radius. 3. Hems on nonstructural track sections are ignored. Not all track members are hemmed. 4. Effective properties incorporate the strength increase from the cold work of forming as applicable per AISI S100 Section A7.2. 5. For deflection calculations, use the effective moment of inertia. 6. Based on ASTM C645, 18, 27, and 30 mil track material is considered nonstructural. 7. See page 5 for additional table notes. www.SSMA.com16 Copyright © 2015 by the SSMA 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. 3Where web height-to-thickness ratio exceeds 260 or flange width-to-thickness ratio exceeds 60, effective properties are not calculated. See AISI S100 Section B1. Application of these products in a non-composite design shall be approved by a design professional. See Table Notes on page 15. Track (T) Section Properties Section Design Thickness (in) Gross Properties Effective Prop. (33 ksi)Effective Prop. (50 ksi)Torsional Properties Area (in2)Weight (lb/ft)Ix (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 362T200-33 0.0346 0.264 0.90 0.619 0.328 1.532 0.110 0.645 0.464 0.190 3.76 1024 ----0.105 0.269 -1.270 0.754 2.092 0.631 362T200-43 0.0451 0.343 1.17 0.808 0.427 1.534 0.142 0.643 0.649 0.270 5.34 1739 ----0.233 0.350 -1.265 0.752 2.090 0.633 362T200-54 0.0566 0.431 1.47 1.024 0.536 1.541 0.177 0.640 0.879 0.372 7.35 2480 0.832 0.345 10.34 3372 0.460 0.442 -1.259 0.748 2.091 0.637 362T200-68 0.0713 0.543 1.85 1.307 0.675 1.552 0.221 0.638 1.199 0.519 10.26 3104 1.138 0.480 14.37 4703 0.919 0.564 -1.250 0.743 2.093 0.643 362T200-97 0.1017 0.773 2.63 1.917 0.963 1.575 0.308 0.631 1.915 0.867 17.14 4370 1.839 0.803 24.06 6622 2.666 0.825 -1.232 0.732 2.097 0.655 362T250-43 0.0451 0.389 1.32 0.966 0.510 1.577 0.260 0.818 0.713 0.282 5.56 1739 0.264 0.641 -1.702 0.990 2.460 0.521 362T250-54 0.0566 0.488 1.66 1.225 0.641 1.585 0.324 0.816 0.971 0.389 7.69 2480 0.914 0.360 10.77 3372 0.521 0.812 -1.695 0.986 2.460 0.525 362T250-68 0.0713 0.614 2.09 1.565 0.808 1.597 0.406 0.813 1.337 0.546 10.79 3104 1.259 0.503 15.04 4703 1.040 1.038 -1.686 0.980 2.460 0.530 362T250-97 0.1017 0.875 2.98 2.300 1.155 1.621 0.570 0.807 2.180 0.928 18.34 4370 2.070 0.851 25.49 6622 3.016 1.524 -1.667 0.969 2.461 0.541 400T125-18 1 0.0188 0.122 0.41 0.297 0.144 1.560 0.017 0.374 0.241 0.072 1.42 153 ----0.014 0.052 -0.637 0.400 1.726 0.864 400T125-27 0.0283 0.184 0.63 0.449 0.217 1.562 0.025 0.372 0.380 0.156 3.08 515 ----0.049 0.078 -0.633 0.398 1.726 0.866 400T125-30 0.0312 0.203 0.69 0.495 0.239 1.562 0.028 0.371 0.427 0.176 3.49 689 ----0.066 0.085 -0.632 0.397 1.726 0.866 400T125-33 0.0346 0.225 0.76 0.549 0.265 1.563 0.031 0.371 0.484 0.201 3.97 940 ----0.090 0.095 -0.630 0.396 1.725 0.867 400T125-43 0.0451 0.293 1.00 0.716 0.344 1.563 0.040 0.369 0.666 0.282 5.57 1739 ----0.198 0.122 -0.626 0.394 1.724 0.868 400T125-54 0.0566 0.367 1.25 0.904 0.431 1.569 0.049 0.366 0.882 0.381 7.53 2739 0.849 0.359 10.74 3372 0.392 0.154 -0.621 0.390 1.727 0.871 400T125-68 0.0713 0.462 1.57 1.150 0.541 1.577 0.061 0.363 1.150 0.517 10.22 3435 1.134 0.488 14.62 5205 0.783 0.194 -0.614 0.386 1.731 0.874 400T125-97 0.1017 0.659 2.24 1.673 0.768 1.594 0.084 0.357 1.673 0.768 17.35 4842 1.673 0.768 23 7337 2.271 0.28 -0.60 0.377 1.74 0.881 400T150-27 0.0283 0.198 0.67 0.509 0.246 1.602 0.042 0.461 0.409 0.154 3.04 515 ----0.053 0.127 -0.824 0.509 1.860 0.804 400T150-30 0.0312 0.218 0.74 0.561 0.271 1.603 0.046 0.461 0.458 0.183 3.61 689 ----0.071 0.140 -0.823 0.508 1.859 0.804 400T150-33 0.0346 0.242 0.82 0.622 0.300 1.603 0.051 0.460 0.519 0.208 4.12 940 ----0.097 0.155 -0.821 0.507 1.859 0.805 400T150-43 0.0451 0.315 1.07 0.811 0.390 1.604 0.066 0.458 0.719 0.293 5.80 1739 ----0.214 0.200 -0.817 0.504 1.857 0.807 400T150-54 0.0566 0.396 1.35 1.025 0.489 1.610 0.082 0.456 0.960 0.399 7.89 2739 0.918 0.374 11.19 3372 0.422 0.252 -0.811 0.501 1.860 0.810 400T150-68 0.0713 0.498 1.69 1.306 0.615 1.619 0.102 0.453 1.286 0.548 10.82 3435 1.237 0.513 15.35 5205 0.844 0.320 -0.804 0.496 1.864 0.814 400T150-97 0.1017 0.710 2.41 1.903 0.874 1.638 0.141 0.447 1.903 0.874 17.27 4842 1.903 0.832 24.92 7337 2.447 0.463 -0.788 0.487 1.872 0.823 400T200-33 0.0346 0.277 0.94 0.768 0.371 1.666 0.113 0.639 0.581 0.220 4.34 940 ----0.110 0.336 -1.229 0.737 2.166 0.678 400T200-43 0.0451 0.360 1.23 1.002 0.482 1.668 0.146 0.637 0.811 0.311 6.14 1739 ----0.244 0.436 -1.224 0.734 2.164 0.680 400T200-54 0.0566 0.452 1.54 1.268 0.604 1.675 0.182 0.635 1.093 0.426 8.42 2739 1.037 0.397 11.88 3372 0.483 0.551 -1.217 0.730 2.165 0.684 400T200-68 0.0713 0.569 1.94 1.617 0.761 1.685 0.227 0.632 1.485 0.591 11.68 3435 1.412 0.549 16.42 5205 0.965 0.702 -1.209 0.725 2.168 0.689 400T200-97 0.1017 0.811 2.76 2.363 1.085 1.707 0.317 0.625 2.36 0.981 19.38 4842 2.268 0.911 27.28 7337 2.797 1.022 -1.192 0.715 2.173 0.699 400T250-43 0.0451 0.406 1.38 1.193 0.573 1.715 0.268 0.813 0.888 0.324 6.40 1739 ----0.275 0.799 -1.653 0.970 2.517 0.569 400T250-54 0.0566 0.509 1.73 1.511 0.720 1.723 0.335 0.811 1.205 0.445 8.80 2739 1.137 0.414 12.38 3372 0.543 1.011 -1.646 0.966 2.517 0.572 400T250-68 0.0713 0.641 2.18 1.928 0.908 1.735 0.418 0.808 1.652 0.622 12.28 3435 1.559 0.574 17.19 5205 1.086 1.289 -1.637 0.961 2.518 0.578 400T250-97 0.1017 0.913 3.11 2.824 1.296 1.759 0.588 0.802 2.679 1.049 20.72 4842 2.546 0.965 28.89 7337 3.148 1.886 -1.618 0.950 2.521 0.588 550T125-18 1, 3 0.0188 0.150 0.51 0.627 0.223 2.044 0.018 0.349 --------0.018 0.108 -0.547 0.354 2.144 0.935 550T125-27 0.0283 0.226 0.77 0.948 0.336 2.046 0.027 0.348 0.786 0.192 3.79 372 ----0.060 0.160 -0.543 0.352 2.145 0.936 550T125-30 0.0312 0.250 0.85 1.045 0.370 2.046 0.030 0.347 0.897 0.226 4.47 499 ----0.081 0.176 -0.542 0.351 2.145 0.936 550T125-33 0.0346 0.277 0.94 1.159 0.410 2.046 0.033 0.346 1.029 0.270 5.33 680 ----0.110 0.195 -0.541 0.350 2.145 0.936 550T125-43 0.0451 0.360 1.23 1.510 0.533 2.047 0.043 0.344 1.428 0.416 8.23 1504 ----0.244 0.252 -0.537 0.348 2.144 0.937 550T125-54 0.0566 0.452 1.54 1.903 0.668 2.052 0.053 0.342 1.862 0.597 11.80 2739 1.811 0.535 16.01 2980 0.483 0.315 -0.532 0.345 2.147 0.939 550T125-68 0.0713 0.569 1.94 2.412 0.839 2.058 0.066 0.339 2.412 0.807 15.95 4347 2.379 0.769 23.02 5350 0.965 0.397 -0.526 0.341 2.152 0.940 550T125-97 0.1017 0.811 2.76 3.483 1.19 2.072 0.09 0.333 3.483 1.19 26.87 6730 3.483 1.19 35.62 10197 2.797 0.564 -0.514 0.333 2.161 0.943 550T150-27 0.0283 0.241 0.82 1.059 0.376 2.098 0.046 0.436 0.893 0.207 4.10 372 ----0.064 0.263 -0.716 0.456 2.259 0.900 550T150-30 0.0312 0.265 0.90 1.168 0.414 2.098 0.050 0.435 0.995 0.251 4.96 499 ----0.086 0.289 -0.715 0.455 2.259 0.900 550T150-33 0.0346 0.294 1.00 1.295 0.459 2.099 0.055 0.434 1.115 0.310 6.12 680 ----0.117 0.320 -0.714 0.455 2.259 0.900 550T150-43 0.0451 0.383 1.30 1.688 0.596 2.099 0.072 0.432 1.516 0.468 9.25 1504 ----0.260 0.414 -0.709 0.452 2.258 0.901 550T150-54 0.0566 0.480 1.63 2.128 0.747 2.105 0.089 0.430 2.005 0.628 12.41 2739 1.928 0.595 17.81 2980 0.513 0.519 -0.704 0.449 2.261 0.903 550T150-68 0.0713 0.605 2.06 2.699 0.939 2.112 0.110 0.427 2.660 0.850 16.80 4347 2.569 0.804 24.07 5350 1.025 0.655 -0.698 0.445 2.265 0.905 550T150-97 0.1017 0.862 2.93 3.904 1.333 2.128 0.153 0.421 3.904 1.333 26.35 6730 3.904 1.278 38.27 10197 2.973 0.937 -0.684 0.436 2.275 0.909 550T200-33 0.0346 0.329 1.12 1.567 0.555 2.184 0.123 0.613 1.246 0.307 6.06 680 ----0.131 0.694 -1.088 0.674 2.516 0.813 550T200-43 0.0451 0.428 1.46 2.043 0.722 2.185 0.160 0.611 1.690 0.495 9.79 1504 ----0.290 0.900 -1.083 0.671 2.514 0.814 550T200-54 0.0566 0.537 1.83 2.578 0.905 2.191 0.199 0.609 2.253 0.669 13.21 2739 2.153 0.630 18.86 2980 0.573 1.133 -1.077 0.668 2.517 0.817 550T200-68 0.0713 0.676 2.30 3.274 1.139 2.200 0.248 0.606 3.027 0.914 18.06 4347 2.894 0.857 25.67 5350 1.146 1.434 -1.070 0.663 2.521 0.820 550T200-97 0.1017 0.964 3.28 4.746 1.621 2.219 0.347 0.6 4.735 1.483 29.3 6730 4.566 1.391 41.64 10197 3.323 2.067 -1.055 0.653 2.529 0.826 550T250-43 0.0451 0.473 1.61 2.399 0.848 2.252 0.295 0.790 1.841 0.516 10.20 1504 ----0.321 1.643 -1.484 0.899 2.810 0.721 550T250-54 0.0566 0.594 2.02 3.029 1.063 2.259 0.368 0.788 2.466 0.699 13.81 2739 2.346 0.657 19.66 2980 0.634 2.070 -1.478 0.895 2.812 0.724 550T250-68 0.0713 0.748 2.54 3.849 1.339 2.269 0.460 0.785 3.338 0.960 18.97 4347 3.173 0.897 26.86 5350 1.267 2.627 -1.470 0.890 2.815 0.727 550T250-97 0.1017 1.066 3.63 5.588 1.908 2.290 0.646 0.779 5.314 1.580 31.23 6730 5.073 1.470 44.01 10197 3.674 3.801 -1.453 0.880 2.822 0.735 600T125-18 1, 3 0.0188 0.160 0.54 0.776 0.254 2.204 0.019 0.342 --------0.019 0.132 -0.528 0.347 2.292 0.947 600T125-271 0.0283 0.241 0.82 1.168 0.381 2.204 0.028 0.340 0.958 0.210 4.16 341 ----0.064 0.196 -0.519 0.339 2.290 0.949 600T125-30 0.0312 0.265 0.90 1.288 0.419 2.204 0.031 0.340 1.095 0.249 4.92 456 ----0.086 0.215 -0.518 0.338 2.289 0.949 600T125-33 0.0346 0.294 1.00 1.428 0.465 2.204 0.034 0.339 1.258 0.297 5.87 622 ----0.117 0.238 -0.516 0.337 2.289 0.949 600T125-43 0.0451 0.383 1.30 1.861 0.604 2.205 0.044 0.337 1.768 0.461 9.11 1377 ----0.260 0.307 -0.513 0.335 2.288 0.950 600T125-54 0.0566 0.480 1.63 2.344 0.756 2.209 0.054 0.335 2.299 0.666 13.15 2728 2.241 0.592 17.73 2728 0.513 0.384 -0.508 0.332 2.291 0.951 600T125-68 0.0713 0.605 2.06 2.969 0.950 2.215 0.067 0.332 2.969 0.916 18.09 4347 2.934 0.858 25.69 5350 1.025 0.483 -0.503 0.329 2.296 0.952 600T125-97 0.1017 0.862 2.93 4.281 1.347 2.228 0.092 0.326 4.281 1.347 30.43 2 7359 4.281 1.347 40.33 10885 2.973 0.685 -0.491 0.321 2.305 0.955 600T125-118 0.1242 1.052 3.58 5.268 1.637 2.237 0.109 0.322 ----5.268 1.637 56.32 13539 5.411 0.832 -0.483 0.315 2.311 0.956 600T150-27 1 0.0283 0.255 0.87 1.300 0.424 2.260 0.047 0.427 1.011 0.214 4.23 341 ----0.068 0.320 -0.686 0.441 2.400 0.918 600T150-30 0.0312 0.281 0.96 1.434 0.467 2.260 0.051 0.427 1.159 0.253 5.01 456 ----0.091 0.352 -0.685 0.440 2.400 0.918 600T150-33 0.0346 0.311 1.06 1.590 0.517 2.260 0.057 0.426 1.334 0.303 5.99 622 ----0.124 0.390 -0.684 0.439 2.399 0.919 www.SSMA.com 17Complies With 2009, 2012 and 2015 IBC 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. 3Where web height-to-thickness ratio exceeds 260 or flange width-to-thickness ratio exceeds 60, effective properties are not calculated. See AISI S100 Section B1. Application of these products in a non-composite design shall be approved by a design professional. See Table Notes on page 15. Track (T) Section Properties Section Design Thickness (in) Gross Properties Effective Prop. (33 ksi)Effective Prop. (50 ksi)Torsional Properties Area (in2)Weight (lb/ft)Ix (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 600T150-43 0.0451 0.405 1.38 2.072 0.673 2.261 0.073 0.424 1.890 0.474 9.36 1377 ----0.275 0.504 -0.680 0.437 2.398 0.920 600T150-54 0.0566 0.509 1.73 2.611 0.843 2.266 0.091 0.422 2.473 0.689 13.62 2728 2.400 0.609 18.24 2728 0.543 0.632 -0.675 0.434 2.401 0.921 600T150-68 0.0713 0.641 2.18 3.309 1.059 2.273 0.113 0.419 3.262 0.963 19.03 4347 3.162 0.891 26.68 5350 1.086 0.797 -0.669 0.430 2.406 0.923 600T150-97 0.1017 0.913 3.11 4.778 1.504 2.288 0.156 0.413 4.778 1.504 29.71 7359 4.778 1.444 43.23 10885 3.148 1.138 -0.656 0.421 2.415 0.926 600T150-118 0.1242 1.115 3.79 5.886 1.829 2.298 0.186 0.409 ----5.886 1.829 61.64 13539 5.730 1.389 -0.647 0.415 2.422 0.929 600T200-33 0.0346 0.346 1.18 1.913 0.622 2.352 0.126 0.604 1.542 0.333 6.59 622 ----0.138 0.847 -1.048 0.655 2.645 0.843 600T200-43 0.0451 0.451 1.53 2.494 0.809 2.353 0.163 0.602 2.076 0.565 11.16 1377 ----0.305 1.098 -1.044 0.652 2.643 0.844 600T200-54 0.0566 0.565 1.92 3.145 1.015 2.359 0.203 0.600 2.759 0.759 15.00 2728 2.641 0.717 21.48 2728 0.604 1.381 -1.038 0.649 2.646 0.846 600T200-68 0.0713 0.712 2.42 3.990 1.277 2.367 0.254 0.597 3.696 1.034 20.42 4347 3.540 0.973 29.12 5350 1.206 1.746 -1.031 0.644 2.650 0.849 600T200-97 0.1017 1.015 3.45 5.773 1.816 2.385 0.354 0.591 5.758 1.667 32.95 7359 5.558 1.568 46.94 10885 3.499 2.510 -1.016 0.635 2.659 0.854 600 T200-118 0.1242 1.239 4.21 7.122 2.214 2.398 0.426 0.586 ----7.122 2.051 61.42 13539 6.369 3.083 -1.006 0.628 2.665 0.858 600T250-43 0.0451 0.496 1.69 2.916 0.946 2.425 0.303 0.781 2.269 0.563 11.13 1377 ----0.336 2.004 -1.436 0.878 2.925 0.759 600T250-54 0.0566 0.622 2.12 3.678 1.187 2.432 0.377 0.779 3.014 0.794 15.68 2728 2.881 0.732 21.92 2728 0.664 2.523 -1.430 0.874 2.927 0.761 600T250-68 0.0713 0.783 2.67 4.670 1.495 2.442 0.472 0.776 4.065 1.085 21.45 4347 3.871 1.017 30.46 5350 1.327 3.198 -1.422 0.869 2.930 0.764 600T250-97 0.1017 1.117 3.80 6.767 2.129 2.462 0.662 0.770 6.441 1.775 35.08 7359 6.158 1.656 49.58 10885 3.849 4.616 -1.406 0.859 2.938 0.771 600T250-118 0.1242 1.363 4.64 8.359 2.598 2.477 0.798 0.765 8.306 2.343 46.30 8936 7.990 2.188 65.51 13539 7.008 5.686 -1.394 0.852 2.943 0.776 800T125-33 1 0.0346 0.363 1.24 2.895 0.711 2.824 0.036 0.313 2.441 0.407 8.03 465 ----0.145 0.456 -0.439 0.294 2.875 0.977 800T125-43 0.0451 0.473 1.61 3.773 0.924 2.824 0.046 0.311 3.484 0.640 12.65 1030 ----0.321 0.589 -0.436 0.292 2.874 0.977 800T125-54 0.0566 0.594 2.02 4.745 1.158 2.827 0.057 0.309 4.668 0.940 18.58 2039 4.426 0.824 24.66 2039 0.634 0.735 -0.432 0.289 2.877 0.977 800T125-68 0.0713 0.748 2.54 5.998 1.454 2.833 0.070 0.306 5.998 1.356 26.80 4087 5.956 1.216 36.39 4087 1.267 0.920 -0.427 0.286 2.881 0.978 800T125-97 0.1017 1.066 3.63 8.613 2.062 2.843 0.096 0.301 8.613 2.062 40.74 8843 8.613 2.062 61.72 10885 3.674 1.296 -0.417 0.279 2.889 0.979 800T125-118 0.1242 1.301 4.43 10.569 2.506 2.850 0.114 0.297 ----10.569 2.506 86.21 16235 6.688 1.567 -0.410 0.274 2.895 0.980 800T150-33 1 0.0346 0.380 1.29 3.180 0.781 2.891 0.060 0.397 2.569 0.414 8.18 465 ----0.152 0.751 -0.588 0.388 2.977 0.961 800T150-43 0.0451 0.496 1.69 4.144 1.015 2.891 0.077 0.395 3.689 0.655 12.95 1030 ----0.336 0.972 -0.584 0.386 2.976 0.961 800T150-54 0.0566 0.622 2.12 5.214 1.272 2.896 0.096 0.393 4.976 0.969 19.15 2039 4.692 0.844 25.27 2039 0.664 1.215 -0.580 0.383 2.979 0.962 800T150-68 0.0713 0.783 2.67 6.594 1.599 2.902 0.119 0.390 6.527 1.412 27.91 4087 6.361 1.255 37.58 4087 1.327 1.526 -0.575 0.379 2.984 0.963 800T150-97 0.1017 1.116 3.80 9.479 2.269 2.914 0.165 0.384 9.479 2.269 44.83 8843 9.479 2.192 65.62 10885 3.849 2.162 -0.564 0.372 2.993 0.965 800T150-118 0.1242 1.363 4.64 11.641 2.760 2.923 0.197 0.380 ----11.641 2.760 93.00 16235 7.008 2.627 -0.555 0.366 2.999 0.966 800T200-33 1 0.0346 0.415 1.41 3.749 0.921 3.005 0.135 0.571 2.788 0.424 8.37 465 ----0.166 1.638 -0.917 0.589 3.194 0.918 800T200-43 0.0451 0.541 1.84 4.887 1.197 3.006 0.175 0.569 4.043 0.676 13.35 1030 ----0.367 2.124 -0.913 0.587 3.193 0.918 800T200-54 0.0566 0.679 2.31 6.152 1.501 3.011 0.218 0.567 5.505 1.009 19.93 2039 5.149 0.871 26.09 2039 0.725 2.664 -0.908 0.584 3.196 0.919 800T200-68 0.0713 0.854 2.91 7.786 1.888 3.019 0.272 0.564 7.306 1.490 29.45 4087 7.051 1.310 39.22 4087 1.448 3.357 -0.902 0.580 3.201 0.921 800T200-97 0.1017 1.218 4.15 11.212 2.683 3.034 0.379 0.558 11.176 2.491 49.22 8843 10.833 2.347 70.27 10885 4.200 4.792 -0.889 0.571 3.210 0.923 800T200-118 0.1242 1.487 5.06 13.785 3.269 3.045 0.455 0.553 ----13.785 3.059 91.59 16235 7.646 5.854 -0.879 0.565 3.217 0.925 800T250-43 0.0451 0.586 1.99 5.629 1.380 3.100 0.326 0.746 4.593 0.739 14.60 1030 ----0.397 3.877 -1.274 0.801 3.433 0.862 800T250-54 0.0566 0.735 2.50 7.090 1.730 3.106 0.407 0.744 5.948 1.193 23.57 2039 5.816 0.959 28.71 2039 0.785 4.870 -1.268 0.798 3.436 0.864 800T250-68 0.0713 0.926 3.15 8.978 2.177 3.114 0.509 0.741 7.917 1.648 32.57 4087 7.588 1.560 46.72 4087 1.569 6.151 -1.261 0.793 3.441 0.866 800T250-97 0.1017 1.320 4.49 12.944 3.098 3.132 0.713 0.735 12.361 2.641 52.19 8843 11.872 2.487 74.47 10885 4.550 8.818 -1.247 0.784 3.450 0.869 800T250-118 0.1242 1.611 5.48 15.930 3.777 3.144 0.860 0.731 15.822 3.448 68.14 12009 15.272 3.248 97.26 16235 8.285 10.807 -1.236 0.777 3.457 0.872 1000T125-43 1 0.0451 0.563 1.92 6.630 1.305 3.431 0.047 0.290 5.886 0.819 16.19 822 ----0.382 0.973 -0.379 0.259 3.464 0.988 1000T125-54 0.0566 0.707 2.41 8.333 1.634 3.434 0.059 0.288 7.960 1.216 24.03 1628 7.479 1.055 31.59 1628 0.755 1.212 -0.376 0.256 3.466 0.988 1000T125-68 0.0713 0.890 3.03 10.522 2.053 3.438 0.073 0.286 10.452 1.781 35.19 3261 10.155 1.575 47.15 3261 1.508 1.515 -0.372 0.253 3.470 0.989 1000T125-97 0.1017 1.269 4.32 15.077 2.912 3.447 0.100 0.280 15.077 2.907 57.44 8843 15.077 2.753 82.42 9507 4.375 2.123 -0.363 0.247 3.477 0.989 1000T125-118 0.1242 1.549 5.27 18.471 3.540 3.453 0.118 0.276 ----18.471 3.535 105.85 16235 7.966 2.558 -0.357 0.243 3.482 0.990 1000T150-43 1 0.0451 0.586 1.99 7.207 1.419 3.507 0.080 0.370 6.195 0.837 16.54 822 ----0.397 1.612 -0.513 0.345 3.564 0.979 1000T150-54 0.0566 0.735 2.50 9.061 1.777 3.511 0.100 0.368 8.430 1.249 24.69 1628 7.880 1.079 32.29 1628 0.785 2.013 -0.509 0.342 3.567 0.980 1000T150-68 0.0713 0.926 3.15 11.445 2.233 3.516 0.124 0.366 11.342 1.846 36.48 3261 10.774 1.621 48.53 3261 1.569 2.522 -0.505 0.339 3.571 0.980 1000T150-97 0.1017 1.320 4.49 16.413 3.170 3.526 0.171 0.360 16.413 3.165 62.54 8843 16.413 2.902 86.90 9507 4.550 3.557 -0.495 0.332 3.579 0.981 1000T150-118 0.1242 1.611 5.48 20.121 3.857 3.534 0.204 0.356 ----20.121 3.852 115.32 16235 8.285 4.307 -0.488 0.328 3.585 0.982 1000T200-43 1 0.0451 0.631 2.15 8.361 1.646 3.640 0.183 0.539 6.722 0.861 17.01 822 ----0.428 3.540 -0.813 0.534 3.769 0.953 1000T200-54 0.0566 0.792 2.69 10.516 2.062 3.645 0.228 0.537 9.231 1.295 25.60 1628 8.560 1.111 33.26 1628 0.845 4.434 -0.809 0.531 3.772 0.954 1000T200-68 0.0713 0.997 3.39 13.292 2.594 3.651 0.284 0.534 12.551 1.936 38.26 3261 11.820 1.684 50.42 3261 1.690 5.576 -0.803 0.527 3.776 0.955 1000T200-97 0.1017 1.422 4.84 19.087 3.686 3.664 0.397 0.528 19.031 3.427 67.72 8843 18.583 3.081 92.25 9507 4.901 7.924 -0.791 0.519 3.786 0.956 1000T200-118 0.1242 1.736 5.91 23.422 4.489 3.674 0.476 0.524 ----23.422 4.208 125.99 16235 8.924 9.649 -0.783 0.514 3.793 0.957 1000T250-43 1 0.0451 0.676 2.30 9.515 1.873 3.752 0.344 0.713 7.172 0.376 17.32 822 ----0.458 6.477 -1.147 0.737 3.987 0.917 1000T250-54 0.0566 0.848 2.89 11.972 2.348 3.577 0.429 0.711 9.913 1.326 26.20 1628 9.141 1.132 33.89 1628 0.906 8.125 -1.142 0.734 3.990 0.918 1000T250-68 0.0713 1.068 3.64 15.138 2.954 3.764 0.536 0.708 13.578 1.997 39.46 3261 12.708 1.726 51.68 3261 1.811 10.240 -1.135 0.730 3.995 0.919 1000T250-97 0.1017 1.523 5.18 21.760 4.203 3.780 0.751 0.702 20.871 3.596 71.05 8843 20.254 3.201 95.84 9507 5.252 14.617 -1.122 0.721 4.005 0.921 1000T250-118 0.1242 1.860 6.33 26.723 5.122 3.791 0.905 0.698 26.538 4.721 93.29 13189 25.721 4.422 132.38 16235 9.562 17.858 -1.112 0.715 4.012 0.923 1200T125-54 1 0.0566 0.820 2.79 13.335 2.186 4.033 0.060 0.271 12.296 1.491 29.47 1354 11.460 1.286 38.51 1354 0.876 1.820 -0.333 0.230 4.055 0.993 1200T125-68 0.0713 1.033 3.51 16.826 2.747 4.036 0.074 0.268 16.246 2.206 43.60 2713 15.686 1.934 57.90 2713 1.750 2.270 -0.329 0.227 4.059 0.993 1200T125-97 0.1017 1.472 5.01 24.078 3.897 4.044 0.102 0.263 24.078 3.690 72.92 7902 23.751 3.442 103.06 7902 5.076 3.171 -0.322 0.222 4.065 0.994 1200T125-118 0.1242 1.798 6.12 29.472 4.740 4.049 0.121 0.260 ----29.472 4.490 134.44 14434 9.243 3.812 -0.316 0.218 4.070 0.994 1200T150-54 1 0.0566 0.848 2.89 14.378 2.357 4.117 0.103 0.348 12.962 1.530 30.23 1354 12.020 1.313 39.31 1354 0.906 3.033 -0.454 0.310 4.156 0.988 1200T150-68 0.0713 1.068 3.64 18.148 2.963 4.121 0.127 0.345 17.568 2.281 45.08 2713 16.566 1.987 59.48 2713 1.810 3.795 -0.450 0.307 4.160 0.988 1200T150-97 0.1017 1.523 5.18 25.987 4.206 4.130 0.176 0.340 25.987 3.996 78.97 7902 25.719 3.616 108.27 7902 5.252 5.335 -0.441 0.301 4.168 0.989 1200T150-118 0.1242 1.860 6.33 31.825 5.119 4.137 0.210 0.336 ----31.825 4.865 145.66 14434 9.562 6.444 -0.435 0.296 4.173 0.989 1200T200-54 1 0.0566 0.905 3.08 16.464 2.699 4.265 0.236 0.510 14.078 1.582 31.26 1354 12.962 1.350 40.41 1354 0.966 6.714 -0.730 0.487 4.357 0.972 1200T200-68 0.0713 1.140 3.88 20.791 3.395 4.271 0.294 0.508 19.277 2.383 47.09 2713 18.026 2.058 61.62 2713 1.931 8.431 -0.725 0.483 4.362 0.972 www.SSMA.com18 Copyright © 2015 by the SSMA Section Design Thickness (in) Gross Properties Effective Prop. (33 ksi)Effective Prop. (50 ksi)Torsional Properties Area (in2)Weight (lb/ft)Ix (in4)Sx (in3)Rx (in)Iy (in4)Ry (in)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Ixe (in4)Sxe (in3)Ma (in-k)Vag (lb)Jx1000 (in4)Cw (in6)Xo (in)m (in)Ro (in)ß 1200T200-97 0.1017 1.625 5.53 29.805 4.824 4.283 0.410 0.502 29.805 4.298 84.93 7902 28.959 3.819 114.35 7902 5.602 11.945 -0.714 0.476 4.371 0.973 1200T200-118 0.1242 1.984 6.75 36.530 5.876 4.291 0.492 0.498 ----36.530 5.278 158.02 14434 10.201 14.513 -0.706 0.471 4.377 0.974 1200T250-54 1 0.0566 0.962 3.27 18.550 3.041 4.392 0.445 0.681 15.021 1.617 31.95 1354 13.756 1.374 41.14 1354 1.027 12.339 -1.039 0.680 4.565 0.948 1200T250-68 0.0713 1.211 4.12 23.435 3.826 4.399 0.556 0.678 20.720 2.451 48.44 2713 19.255 2.106 63.04 2713 2.052 15.529 -1.033 0.676 4.569 0.949 1200T250-97 0.1017 1.727 5.88 33.623 5.442 4.413 0.780 0.672 32.479 4.489 88.70 7902 31.310 3.954 118.37 7902 5.953 22.101 -1.021 0.668 4.579 0.950 1200T250-118 0.1242 2.108 7.17 41.236 6.632 4.423 0.940 0.668 40.963 6.138 121.28 13189 39.954 5.519 165.24 14434 10.839 26.943 -1.013 0.662 4.586 0.951 1400T125-54 1 0.0566 0.933 3.18 19.977 2.814 4.627 0.061 0.256 17.725 1.767 34.91 1160 16.407 1.517 45.42 1160 0.997 2.559 -0.299 0.209 4.643 0.996 1400T125-68 0.0713 1.175 4.00 25.196 3.536 4.630 0.076 0.254 23.552 2.632 52.01 2322 22.620 2.293 68.64 2322 1.992 3.189 -0.296 0.206 4.646 0.996 1400T125-97 0.1017 1.676 5.70 36.024 5.019 4.636 0.104 0.249 35.775 4.480 88.53 6761 34.588 4.134 123.76 6761 5.778 4.445 -0.289 0.201 4.652 0.996 1400T125-118 0.1242 2.046 6.96 44.068 6.106 4.641 0.123 0.245 ----43.752 5.453 163.27 12344 10.520 5.334 -0.284 0.197 4.656 0.996 1400T150-54 1 0.0566 0.962 3.27 21.392 3.013 4.717 0.105 0.330 18.620 1.810 35.76 1160 17.153 1.547 46.33 1160 1.027 4.280 -0.410 0.283 4.746 0.993 1400T150-68 0.0713 1.211 4.12 26.987 3.788 4.721 0.130 0.327 25.409 2.717 53.68 2322 23.803 2.352 70.42 2322 2.052 5.349 -0.407 0.280 4.749 0.993 1400T150-97 0.1017 1.727 5.88 38.607 5.379 4.729 0.180 0.322 38.340 4.834 95.52 6761 37.285 4.332 129.69 6761 5.953 7.503 -0.399 0.275 4.756 0.993 1400T150-118 0.1242 2.108 7.17 47.247 6.546 4.734 0.214 0.319 ----46.911 5.887 176.24 12344 10.839 9.048 -0.393 0.270 4.761 0.993 1400T200-54 1 0.0566 1.018 3.46 24.221 3.412 4.878 0.242 0.487 20.098 1.868 36.92 1160 18.387 1.589 47.56 1160 1.087 9.520 -0.665 0.449 4.947 0.982 1400T200-68 0.0713 1.282 4.36 30.571 4.291 4.883 0.301 0.485 27.707 2.830 55.93 2322 25.738 2.432 72.81 2322 2.173 11.942 -0.661 0.446 4.951 0.982 1400T200-97 0.1017 1.828 6.22 43.773 6.098 4.893 0.420 0.479 43.679 5.174 102.24 6761 41.749 4.559 136.48 6761 6.304 16.883 -0.651 0.439 4.959 0.983 1400T200-118 0.1242 2.232 7.60 53.606 7.427 4.900 0.504 0.475 ----53.453 6.354 190.23 12344 11.478 20.479 -0.644 0.434 4.965 0.983 1400T250-54 1 0.0566 1.075 3.66 27.051 3.811 5.017 0.458 0.653 21.342 1.907 37.68 1160 19.421 1.616 48.38 1160 1.148 17.550 -0.954 0.633 5.149 0.966 1400T250-68 0.0713 1.354 4.61 34.154 4.794 5.023 0.573 0.651 29.615 2.906 57.42 2322 27.352 2.485 74.40 2322 2.294 22.063 -0.949 0.629 5.153 0.966 1400T250-97 0.1017 1.930 6.57 48.939 6.818 5.036 0.803 0.645 47.449 5.386 106.42 6761 44.883 4.708 140.94 6761 6.654 31.333 -0.938 0.622 5.163 0.967 1400T250-118 0.1242 2.357 8.02 59.965 8.308 5.045 0.967 0.641 59.734 7.439 146.99 12344 58.277 6.622 198.25 12344 12.117 38.137 -0.930 0.616 5.169 0.968 1600T125-68 0.0713 1.318 4.48 35.916 4.421 5.220 0.077 0.241 32.443 3.058 60.42 2030 31.004 2.651 79.37 2030 2.233 4.273 -0.268 0.189 5.233 0.997 1600T125-97 0.1017 1.879 6.39 51.322 6.276 5.226 0.105 0.237 49.844 5.273 104.19 5908 47.830 4.825 144.47 5908 6.479 5.945 -0.262 0.184 5.238 0.997 1600T125-118 0.1242 2.294 7.81 62.755 7.637 5.230 0.125 0.233 ----60.930 6.420 192.21 10783 11.797 7.126 -0.257 0.181 5.241 0.998 1600T150-68 0.0713 1.354 4.61 38.249 4.708 5.316 0.132 0.312 34.945 3.152 62.28 2030 32.537 2.717 81.34 2030 2.294 7.188 -0.371 0.258 5.338 0.995 1600T150-97 0.1017 1.930 6.57 54.681 6.686 5.323 0.182 0.307 53.172 5.674 112.12 5908 51.382 5.047 151.11 5908 6.654 10.066 -0.363 0.253 5.344 0.995 1600T150-97 0.1242 2.357 8.02 66.886 8.140 5.328 0.218 0.304 ----65.023 6.911 206.91 10783 12.117 12.124 -0.358 0.249 5.348 0.996 1600T200-68 0.0713 1.425 4.85 42.914 5.282 5.488 0.307 0.464 37.904 3.277 64.76 2030 35.009 2.805 83.99 2030 2.415 16.123 -0.607 0.414 5.541 0.988 1600T200-97 0.1017 2.032 6.91 61.398 7.508 5.497 0.428 0.459 60.199 6.052 119.6 5908 57.292 5.298 158.62 5908 7.005 22.755 -0.598 0.408 5.549 0.988 1600T200-118 0.1242 2.481 8.44 75.146 9.145 5.504 0.514 0.455 ----73.613 7.433 222.53 10783 12.755 27.568 -0.592 0.403 5.554 0.989 1600T250-68 1 0.0713 1.496 5.09 47.580 5.856 5.639 0.586 0.626 40.337 3.360 66.40 2030 37.060 2.864 85.75 2030 2.535 29.878 -0.878 0.588 5.741 0.977 1600T250-97 0.1017 2.134 7.26 68.116 8.329 5.650 0.821 0.620 65.163 6.285 124.19 5908 61.325 5.461 163.51 5908 7.355 42.361 -0.868 0.581 5.750 0.977 1600T250-118 0.1242 2.605 8.86 83.406 10.150 5.659 0.989 0.616 83.311 8.747 172.84 10783 79.965 7.727 231.83 10783 13.394 51.497 -0.860 0.576 5.757 0.978 1Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. 2Allowable moment includes cold work of forming. 3Where web height-to-thickness ratio exceeds 260 or flange width-to-thickness ratio exceeds 60, effective properties are not calculated. See AISI S100 Section B1. Application of these products in a non-composite design shall be approved by a design professional. See Table Notes on page 15. Track (T) Section Properties www.SSMA.com 19Complies With 2009, 2012 and 2015 IBC Interior Wall Heights - Composite Table Notes Section Fy (ksi)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 162S125-18 33 12 13’ 0" f 11' 1"9' 10"10' 8" f 9' 8"8' 7"9' 3" f 8' 9"7' 9" 16 11’ 3" f 10' 1"8' 11"9' 3" f 8' 9"7' 9"8' 0" f 7' 11"- 24 9’ 3" f 8' 9"7' 9"------ 162S125-27 33 12 14' 9"11' 8"10' 2"12' 10"10' 2"8' 7"11' 8"9' 1"7' 6" 16 13 4"10' 7"9' 1"11' 8"9' 1"7' 6"10' 7"7' 11"- 24 11' 8"9' 1"-10' 2"--9' 1"-- 162S125-30 33 12 14' 11"11' 10"10' 4"13' 1"10' 4"8' 11"11' 10"9' 4"7' 11" 16 13' 7"10' 9"9' 4"11' 10"9' 4"7' 11"10' 9"8' 3"- 24 11' 10"9' 4"7' 11"10' 4"7' 11"-9' 4"-- 250S125-18 33 12 16’ 4" f 14' 2"12' 9"13' 4" f 12' 4"11' 2"11' 7" f 11' 3"10' 2" 16 14’ 2" f 12' 10"11' 7"11' 7" f 11' 3"10' 2"10' 0" f 10' 0" f 9' 0" 24 11' 7" f 11' 3"10' 2"9' 5" f 9' 5" f 8' 6"8' 2" f 8' 2" f - 250S125-27 33 12 18' 7"15' 4"13' 9"16' 3"13' 5"12' 0"14' 9"12' 2"10' 11" 16 16' 10"13' 11"12' 5"14' 9"12' 2"10' 11"13' 5"11' 1"9' 11" 24 14' 9"12' 2"10' 11"12' 11"10' 8"9' 4"11' 3" f 9' 8"8' 1" 250S125-30 33 12 18' 5"15' 10"14' 1"16' 1"13' 10"12' 4"14' 7"12' 7"11' 2" 16 16' 9"14' 5"12' 10"14' 7"12' 7"11' 2"13' 3"11' 5"10' 2" 24 14' 7"12' 7"11' 2"12' 9"11' 0"9' 9"11' 7"10' 0"8' 8" 250S125-33 33 12 19' 8"15' 8"13' 8"17' 3"13' 8"11' 11"15' 8"12' 5"10' 10" 16 17' 11"14' 3"12' 5"15' 8"12' 5"10' 10"14' 3"11' 3"9' 10" 24 15' 8"12' 5"10' 10"13' 8"10' 10"9' 5"12' 4" f 9' 10"8' 4" 350S125-18 33 12 18' 3" f 16' 4"14' 4"14' 11" f 14' 4"12' 6"12' 11" f 12' 11" f 11' 4" 16 15' 10" f 14' 10"13' 0"12' 11" f 12' 11" f 11' 4"11' 2" f 11' 2" f 10' 3" 24 12' 11" f 12' 11" f 11' 4"10' 7" f 10' 7" f 9' 11"9' 2" f 9' 2" f 9' 0" 350S125-27 33 12 22' 6"17' 11"15' 7"19' 8"15' 7"13' 8"17' 11"14' 2"12' 4" 16 20' 6"16' 3"14' 2"17' 11"14' 2"12' 4"15' 10" f 12' 11"11' 2" 24 17' 11"14' 2"12' 4"14' 11" f 12' 4"10' 8"12' 11" f 11' 2"- 350S125-30 33 12 22' 6"17' 11"15' 8"19' 8"15' 8"13' 8"17' 11"14' 2"12' 4" 16 20' 6"16' 3"14' 2"17' 11"14' 2"12' 4"16' 3"12' 11"11' 1" 24 17' 11"14' 2"12' 4"15' 8"12' 4"10' 7"13' 9" f 11' 1"- 350S125-33 33 12 23' 0"18' 3"15' 11"20' 1"15' 11"13' 11"18' 3"14' 6"12' 8" 16 20' 11"16' 7"14' 6"18' 3"14' 6"12' 8"16' 7"13' 2"11' 4" 24 18' 3"14' 6"12' 8"15' 11"12' 8"10' 10"14' 4" f 11' 4"9' 8" 362S125-18 33 12 18' 8" f 16' 8"14' 7"15' 3" f 14' 7"12' 9"13' 2" f 13' 2" f 11' 6" 16 16' 2" f 15' 2"13' 3"13' 2" f 13' 2" f 11' 6"11' 5" f 11' 5" f 10' 4" 24 13' 2" f 13' 2" f 11' 6"10' 9" f 10' 9" f 9' 11"9' 4" f 9' 4" f 8' 11" 362S125-27 33 12 22' 10"18' 2"15' 10"19' 11"15' 10"13' 10"18' 2"14' 5"12' 6" 16 20' 9"16' 6"14' 5"18' 2"14' 5"12' 6"15' 9" f 13' 1"11' 1" 24 18' 2"14' 5"12' 6"14' 11" f 12' 6"10' 7"12' 11" f 11' 1"- 362S125-30 33 12 22' 10"18' 3"16' 4"19' 11"16' 0"14' 3"18' 1"14' 6"12' 11" 16 20' 8"16' 7"14' 10"18' 1"14' 6"12' 11"16' 5"13' 2"11' 6" 24 18' 1"14' 6"12' 11"15' 9" f 12' 8"10' 11"13' 8" f 11' 4"- 362S125-33 33 12 24' 2"19' 2"16' 9"21' 1"16' 9"14' 8"19' 2"15' 3"13' 4" 16 21' 11"17' 5"15' 3"19' 2"15' 3"13' 4"17' 5"13' 10"11' 11" 24 19' 2"15' 3"13' 4"16' 8" f 13' 4"11' 4"14' 5" f 11' 11"10' 1" Note: ‘f’ adjacent to the height value indicates that flexural stress controls the allowable wall height. 1. Allowable composite limiting heights are calculated using ICC-ES AC86-2012. 2. No fasteners are required for attaching the stud to the track. 3. Stud end bearing must be a minimum of 1 inch. 4. Composite limiting heights are based on a single layer of 5/8" type X gypsum board installed in the vertical orientation to both sides of the wall over full height using minimum No. 6 Type S Drywall screws spaced a maximum of 12" oc for studs at 24" spacing, and 16" oc for studs at 16" and 12" spacing. www.SSMA.com20 Copyright © 2015 by the SSMA Interior Wall Heights - Composite Note: ‘f’ adjacent to the height value indicates that flexural stress controls the allowable wall height. See Table Notes on page 19. Section Fy (ksi)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 400S125-18 33 12 19' 3" f 17' 6"15' 4"15' 9" f 15' 4"13' 4"13' 8" f 13' 8" f 12' 2" 16 16' 8" f 15' 11"13' 11"13' 8" f 13' 8" f 12' 2"11' 10" f 11' 10" f 11' 0" 24 13' 8" f 13' 8" f 12' 2"11' 2" f 11' 2" f 10' 7"9' 8" f 9' 8" f 9' 7" 400S125-27 33 12 24' 6"19' 5"17' 0"21' 5"17' 0"14' 10"18' 8" f 15' 5"13' 6" 16 22' 3"17' 8"15' 5"18' 8" f 15' 5"13' 6"16' 2" f 14' 0"12' 2" 24 18' 8" f 15' 5"13' 6"15' 3" f 13' 6"11' 8"13' 3" f 12' 2"10' 6" 400S125-30 33 12 24' 6"19' 5"17' 0"21' 5"17' 0"14' 10"19' 5"15' 5"13' 6" 16 22' 3"17' 8"15' 5"19' 5"15' 5"13' 6"17' 5" f 14' 0"12' 2" 24 19' 5"15' 5"13' 6"16' 5" f 13' 6"11' 7"14' 2" f 12' 2"10' 4" 400S125-33 33 12 25' 3"20' 1"17' 6"22' 1"17' 6"15' 4"20' 1"15' 11"13' 11" 16 22' 11"18' 3"15' 11"20' 1"15' 11"13' 11"18' 3"14' 5"12' 7" 24 20' 1"15' 11"13' 11"17' 3" f 13' 11"12' 0"15' 0" f 12' 7"10' 9" 550S125-18 33 12 21' 11" f 21' 11" f 19' 6"17' 10" f 17' 10" f 17' 0"15' 6" f 15' 6" f 15' 6" f 16 19' 0" f 19' 0" f 17' 9"15' 6" f 15' 6" f 15' 6" f 13' 5" f 13' 5" f 13' 5" f 24 15' 6" f 15' 6" f 15' 6" f 12' 8" f 12' 8" f 12' 8" f --- 550S125-27 33 12 30' 4"24' 8"21' 10"26' 9" f 21' 10"19' 4"23' 2" f 20' 0"17' 8" 16 27' 11"22' 8"20' 0"23' 2" f 20' 0"17' 8"20' 1" f 18' 4"16' 0" 24 23' 2" f 20' 0"17' 8"18' 11" f 17' 8"15' 5"16' 5" f 16' 0" 550S125-30 33 12 30' 5"24' 10"22' 0"27' 0"22' 0"19' 5"24' 10"20' 2"17' 10" 16 28' 0"22' 9"20' 2"24' 10" f 20' 2"17' 10"21' 7" f 18' 6"16' 2" 24 24' 10"20' 2"17' 10"20' 4" f 17' 10"15' 7"17' 7" f 16' 2"- 600S125-18 33 12 23' 2' f 22' 9"19' 11"18' 11" f 18' 11" f 17' 5"16' 4" f 16' 4" f 15' 10" 16 20' 1" f 20' 1" f 18' 1"16' 4" f 16' 4" f 15' 10"14' 2" f 14' 2" f 14' 2" f 24 16' 4" f 16' 4" f 15' 10"13' 4" f 13' 4" f 13' 4" f --- 600S125-27 33 12 32' 5" f 26' 9"23' 5"26' 5" f 23' 5"20' 5"22' 11" f 21' 3"18' 7" 16 28' 1" f 24' 4"21' 3"22' 11" f 21' 3"18' 7"19' 10" f 19' 4"16' 10" 24 22' 11" f 21' 3"18' 7"18' 8" f 18' 7"16' 1"16' 2" f 16' 2" f 600S125-30 33 12 34' 2"27' 1"23' 8"28' 11" f 23' 8"20' 8"25' 0" f 21' 6"18' 9" 16 30' 8" f 24' 7"21' 6"25' 0" f 21' 6"18' 9"21' 8" f 19' 6"17' 1" 24 25' 0" f 21' 6"18' 9"20' 5" f 18' 9"16' 5"17' 8" f 17' 1"- 600S125-33 33 12 35' 4"28' 1"24' 6"30' 10"24' 6"21' 5"27' 10" f 22' 3"19' 5" 16 32' 1" f 25' 6"22' 3"27' 10" f 22' 3"19' 5"24' 1" f 20' 3"17' 8" 24 27' 10" f 22' 3"19' 5"22' 9" f 19' 5"16' 11"19' 8" f 17' 8"- www.SSMA.com 21Complies With 2009, 2012 and 2015 IBC Table Notes Section Fy (ksi)Lu (in)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 162S125-18 33 29.0 12 9' 0" 7' 8" 6' 8" 7' 4" 6' 8" 5' 10" 6' 4" 6' 1" 5' 4" 16 7' 9" 6' 11" 6' 1" 6' 4" 6' 1" 5' 4" 5' 6" 5' 6" 4' 10" 24 6' 4" 6' 1" 5' 4" 5' 2" 5' 2" 4' 8" 4' 6" 4' 6" 4' 3" 162S125-27 33 29.1 12 11' 3" 8' 11" 7' 10" 9' 8" 7' 10" 6' 10" 8' 4" 7' 1" 6' 3" 16 10' 3" 8' 2" 7' 1" 8' 4" 7' 1" 6' 3" 7' 3" 6' 5" 5' 8" 24 8' 4" 7' 1" 6' 3" 6' 10" 6' 3" 5' 5" 5' 11" 5' 8" 4' 11" 162S125-30 33 29.2 12 11' 8" 9' 3" 8' 1" 10' 2" 8' 1" 7' 1" 8' 11" 7' 4" 6' 5" 16 10' 7" 8' 5" 7' 4" 8' 11" 7' 4" 6' 5" 7' 9" 6' 8" 5' 10" 24 8' 11" 7' 4" 6' 5" 7' 3" 6' 5" 5' 7" 6' 4" 5' 10" 5' 1" 162S125-33 33 29.2 12 12' 0" 9' 6" 8' 4" 10' 6" 8' 4" 7' 3" 9' 6" 7' 7" 6' 7" 16 10' 11" 8' 8" 7' 7" 9' 6" 7' 7" 6' 7" 8' 3" 6' 11" 6' 0" 24 9' 6" 7' 7" 6' 7" 7' 10" 6' 7" 5' 9" 6' 9" 6' 0" 5' 3" 250S125-18 33 29.0 12 11' 8" 10' 6" 9' 2" 9' 7" 9' 2" 8' 1" 8' 3" 8' 3" 7' 4" 16 10' 2" 9' 7" 8' 4" 8' 3" 8' 3" 7' 4" 7' 2" 7' 2" 6' 8" 24 8' 3" 8' 3" 7' 4" 6' 9" 6' 9" 6' 5" 5' 10"e 5' 10"e 5' 10"e 250S125-27 33 28.9 12 15' 7" 12' 4" 10' 10" 12' 9" 10' 10" 9' 5" 11' 0" 9' 10" 8' 7" 16 13' 6" 11' 3" 9' 10" 11' 0" 9' 10" 8' 7" 9' 7" 8' 11" 7' 10" 24 11' 0" 9' 10" 8' 7" 9' 0" 8' 7" 7' 6" 7' 10" 7' 10" 6' 10" 250S125-30 33 28.9 12 16' 1" 12' 9" 11' 2" 13' 7" 11' 2" 9' 9" 11' 10" 10' 2" 8' 10" 16 14' 5" 11' 7" 10' 2" 11' 10" 10' 2" 8' 10" 10' 3" 9' 2" 8' 1" 24 11' 10" 10' 2" 8' 10" 9' 8" 8' 10" 7' 9" 8' 4" 8' 1" 7' 0" 250S125-33 33 28.9 12 16' 7" 13' 2" 11' 6" 14' 6" 11' 6" 10' 1" 12' 8" 10' 6" 9' 2" 16 15' 1" 12' 0" 10' 6" 12' 8" 10' 6" 9' 2" 11' 0" 9' 6" 8' 4" 24 12' 8" 10' 6" 9' 2" 10' 4" 9' 2" 8' 0" 8' 11" 8' 4" 7' 3" 250S125-43 33 28.9 12 18' 1" 14' 4" 12' 6" 15' 10" 12' 6" 10' 11" 14' 4" 11' 5" 9' 11" 16 16' 5" 13' 0" 11' 5" 14' 4" 11' 5" 9' 11" 13' 0" 10' 4" 9' 0" 24 14' 4" 11' 5" 9' 11" 12' 4" 9' 11" 8' 8" 10' 8" 9' 0" 7' 11" 350S125-18 33 28.8 12 13' 9" 13' 9" 12' 1" 11' 3" 11' 3" 10' 7" 9' 9" 9' 9" 9' 7" 16 11' 11" 11' 11" 11' 0" 9' 9" 9' 9" 9' 7" 8' 5"e 8' 5"e 8' 5"e 24 9' 9" 9' 9" 9' 7" 7' 11"e 7' 11"e 7' 11"e 6' 11"e 6' 11"e 6' 11"e 350S125-27 33 28.7 12 18' 6" 16' 1" 14' 0" 15' 1" 14' 0" 12' 3" 13' 1" 12' 9" 11' 1" 16 16' 0" 14' 7" 12' 9" 13' 1" 12' 9" 11' 1" 11' 4" 11' 4" 10' 1" 24 13' 1" 12' 9" 11' 1" 10' 8" 10' 8" 9' 9" 9' 3" 9' 3" 8' 10" 350S125-30 33 28.6 12 19' 11" 16' 7" 14' 6" 16' 3" 14' 6" 12' 8" 14' 1" 13' 2" 11' 6" 16 17' 3" 15' 0" 13' 2" 14' 1" 13' 2" 11' 6" 12' 2" 11' 11" 10' 5" 24 14' 1" 13' 2" 11' 6" 11' 6" 11' 6" 10' 0" 9' 11" 9' 11" 9' 1" 350S125-33 33 28.6 12 21' 5" 17' 1" 14' 11" 17' 6" 14' 11" 13' 1" 15' 2" 13' 7" 11' 10" 16 18' 7" 15' 7" 13' 7" 15' 2" 13' 7" 11' 10" 13' 2" 12' 4" 10' 9" 24 15' 2" 13' 7" 11' 10" 12' 5" 11' 10" 10' 4" 10' 9" 10' 9" 9' 5" 350S125-43 33 28.4 12 23' 6" 18' 8" 16' 3" 20' 6" 16' 3" 14' 3" 18' 5" 14' 10" 12' 11" 16 21' 4" 16' 11" 14' 10" 18' 5" 14' 10" 12' 11" 16' 0" 13' 5" 11' 9" 24 18' 5" 14' 10" 12' 11" 15' 1" 12' 11" 11' 4" 13' 0" 11' 9" 10' 3" 350S125-54 50 22.9 12 25' 1" 19' 11" 17' 5" 21' 11" 17' 5" 15' 2" 19' 11" 15' 10" 13' 10" 16 22' 10" 18' 1" 15' 10" 19' 11" 15' 10" 13' 10" 18' 1" 14' 4" 12' 7" 24 19' 11" 15' 10" 13' 10" 17' 5" 13' 10" 12' 1" 15' 10" 12' 7" 11' 0" 350S125-68 50 22.8 12 26' 10" 21' 4" 18' 7" 23' 5" 18' 7" 16' 3" 21' 4" 16' 11" 14' 9" 16 24' 5" 19' 4" 16' 11" 21' 4" 16' 11" 14' 9" 19' 4" 15' 4" 13' 5" 24 21' 4" 16' 11" 14' 9" 18' 7" 14' 9" 12' 11" 16' 11" 13' 5" 11' 9" 362S125-18 33 28.8 12 14' 0" 14' 0" 12' 6" 11' 6" 11' 6" 10' 11" 9' 11"e 9' 11"e 9' 11"e 16 12' 2" 12' 2" 11' 4" 9' 11"e 9' 11"e 9' 11"e 8' 7"e 8' 7"e 8' 7"e 24 9' 11"e 9' 11"e 9' 11"e 8' 1"e 8' 1"e 8' 1"e 7' 0"e 7' 0"e 7' 0"e 362S125-27 33 28.6 12 18' 10" 16' 6" 14' 5" 15' 5" 14' 5" 12' 7" 13' 4" 13' 1" 11' 5" 16 16' 4" 15' 0" 13' 1" 13' 4" 13' 1" 11' 5" 11' 7" 11' 7" 10' 5" 24 13' 4" 13' 1" 11' 5" 10' 11" 10' 11" 10' 0" 9' 5" 9' 5" 9' 1" 362S125-30 33 28.6 12 20' 3" 17' 0" 14' 10" 16' 7" 14' 10" 13' 0" 14' 4" 13' 6" 11' 10" 16 17' 7" 15' 6" 13' 6" 14' 4" 13' 6" 11' 10" 12' 5" 12' 3" 10' 9" 24 14' 4" 13' 6" 11' 10" 11' 8" 11' 8" 10' 4" 10' 2" 10' 2" 9' 4" 362S125-33 33 28.5 12 21' 11" 17' 7" 15' 4" 17' 10" 15' 4" 13' 5" 15' 6" 14' 0" 12' 2" 16 18' 11" 16' 0" 14' 0" 15' 6" 14' 0" 12' 2" 13' 5" 12' 8" 11' 1" 24 15' 6" 14' 0" 12' 2" 12' 8" 12' 2" 10' 8" 10' 11" 10' 11" 9' 8" 362S125-43 33 28.4 12 24' 2" 19' 2" 16' 9" 21' 1" 16' 9" 14' 8" 18' 10" 15' 3" 13' 4" 16 21' 11" 17' 5" 15' 3" 18' 10" 15' 3" 13' 4" 16' 4" 13' 10" 12' 1" 24 18' 10" 15' 3" 13' 4" 15' 4" 13' 4" 11' 7" 13' 4" 12' 1" 10' 7" 1 Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends. Interior Wall Limiting Heights - Non-Composite - Fully Braced 1. Five pounds per square foot (psf), 7.5 psf, and 10 psf loads have not been reduced for strength or deflection checks; full lateral load is applied. 2. Limiting heights are based on steel properties only (non- composite) without the contribution of sheathing to strength and stiffness of the assembly. Properly fastened sheathing is still required for members to be considered fully braced. 3. Web crippling check based on 1" end bearing. 4. Studs are assumed to be adequately braced at maximum spacing of L u to develop full allowable moment. 5. See page 5 for additional table notes. www.SSMA.com22 Copyright © 2015 by the SSMA Interior Wall Limiting Heights - Non-Composite - Fully Braced Section Fy (ksi)Lu (in)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 L/240 L/360 L/120 L/240 L/360 L/120 L/240 L/360 362S125-54 50 22.8 12 25' 10" 20' 6" 17' 11" 22' 7" 17' 11" 15' 8" 20' 6" 16' 3" 14' 2" 16 23' 5" 18' 7" 16' 3" 20' 6" 16' 3" 14' 2" 18' 7" 14' 9" 12' 11" 24 20' 6" 16' 3" 14' 2" 17' 11" 14' 2" 12' 5" 16' 3" 12' 11" 11' 3" 362S125-68 50 22.7 12 27' 7" 21' 11" 19' 2" 24' 1" 19' 2" 16' 9" 21' 11" 17' 5" 15' 2" 16 25' 1" 19' 11" 17' 5" 21' 11" 17' 5" 15' 2" 19' 11" 15' 10" 13' 10" 24 21' 11" 17' 5" 15' 2" 19' 2" 15' 2" 13' 3" 17' 5" 13' 10" 12' 1" 400S125-18 1 33 28.7 12 14' 9"e 14' 9"e 13' 6"e 12' 1"e 12' 1"e 11' 9"e 10' 5"e 10' 5"e 10' 5"e 16 12' 10"e 12' 10"e 12' 3"e 10' 5"e 10' 5"e 10' 5"e 9' 1"e 9' 1"e 9' 1"e 24 10' 5"e 10' 5"e 10' 5"e 8' 6"e 8' 6"e 8' 6"e 7' 5"e 7' 5"e 7' 5"e 400S125-27 33 28.5 12 19' 11" 17' 10" 15' 7" 16' 3" 15' 7" 13' 7" 14' 1" 14' 1" 12' 4" 16 17' 3" 16' 2" 14' 2" 14' 1" 14' 1" 12' 4" 12' 2" 12' 2" 11' 3" 24 14' 1" 14' 1" 12' 4" 11' 6" 11' 6" 10' 9" 9' 11" 9' 11" 9' 10" 400S125-30 33 28.5 12 21' 5" 18' 5" 16' 1" 17' 6" 16' 1" 14' 0" 15' 2" 14' 7" 12' 9" 16 18' 6" 16' 8" 14' 7" 15' 2" 14' 7" 12' 9" 13' 1" 13' 1" 11' 7" 24 15' 2" 14' 7" 12' 9" 12' 4" 12' 4" 11' 2" 10' 8" 10' 8" 10' 1" 400S125-33 33 28.4 12 23' 2" 19' 0" 16' 7" 18' 11" 16' 7" 14' 6" 16' 4" 15' 1" 13' 2" 16 20' 0" 17' 3" 15' 1" 16' 4" 15' 1" 13' 2" 14' 2" 13' 9" 12' 0" 24 16' 4" 15' 1" 13' 2" 13' 4" 13' 2" 11' 6" 11' 7" 11' 7" 10' 6" 400S125-43 33 28.2 12 26' 1" 20' 9" 18' 1" 22' 10" 18' 1" 15' 10" 19' 11" 16' 5" 14' 4" 16 23' 9" 18' 10" 16' 5" 19' 11" 16' 5" 14' 4" 17' 3" 14' 11" 13' 1" 24 19' 11" 16' 5" 14' 4" 16' 3" 14' 4" 12' 7" 14' 1" 13' 1" 11' 5" 400S125-54 50 22.7 12 27' 11" 22' 2" 19' 4" 24' 5" 19' 4" 16' 11" 22' 2" 17' 7" 15' 4" 16 25' 4" 20' 2" 17' 7" 22' 2" 17' 7" 15' 4" 20' 2" 16' 0" 13' 11" 24 22' 2" 17' 7" 15' 4" 19' 4" 15' 4" 13' 5" 17' 7" 13' 11" 12' 2" 400S125-68 50 22.5 12 29' 10" 23' 8" 20' 8" 26' 1" 20' 8" 18' 1" 23' 8" 18' 10" 16' 5" 16 27' 2" 21' 6" 18' 10" 23' 8" 18' 10" 16' 5" 21' 6" 17' 1" 14' 11" 24 23' 8" 18' 10" 16' 5" 20' 8" 16' 5" 14' 4" 18' 10" 14' 11" 13' 0" 550S125-27 1 33 27.9 12 23' 10" 22' 10" 20' 2" 19' 6" 19' 6" 17' 6" 16' 10" 16' 10" 15' 11" 16 20' 8" 20' 8" 18' 3" 16' 10" 16' 10" 15' 11" 14' 7" 14' 7" 14' 5" 24 16' 10" 16' 10" 15' 11" 13' 9" 13' 9" 13' 9" 11' 11" e 11' 11" e 11' 11" e 550S125-30 33 27.9 12 25' 8" 23' 9" 20' 10" 21' 0" 20' 8" 18' 2" 18' 2" 18' 2" 16' 6" 16 22' 3" 21' 6" 18' 11" 18' 2" 18' 2" 16' 6" 15' 9" 15' 9" 14' 11" 24 18' 2" 18' 2" 16' 6" 14' 10" 14' 10" 14' 4" 12' 10" e 12' 10" e 12' 10" e 550S125-33 33 27.8 12 27' 9" 24' 8" 21' 6" 22' 8" 21' 6" 18' 10" 19' 8" 19' 6" 17' 1" 16 24' 1" 22' 4" 19' 7" 19' 8" 19' 6" 17' 1" 17' 0" 17' 0" 15' 6" 24 19' 8" 19' 6" 17' 1" 16' 0" 16' 0" 14' 11" 13' 11" 13' 11" 13' 6" 550S125-43 33 27.6 12 33' 9" 26' 10" 23' 5" 27' 8" 23' 5" 20' 5" 24' 0" 21' 3" 18' 7" 16 29' 4" 24' 4" 21' 3" 24' 0" 21' 3" 18' 7" 20' 9" 19' 4" 16' 11" 24 24' 0" 21' 3" 18' 7" 19' 7" 18' 7" 16' 3" 16' 11" 16' 11" 14' 9" 550S125-54 50 22.1 12 36' 2" 28' 9" 25' 1" 31' 7" 25' 1" 21' 11" 28' 9" 22' 9" 19' 11" 16 32' 10" 26' 1" 22' 9" 28' 9" 22' 9" 19' 11" 26' 1" 20' 8" 18' 1" 24 28' 9" 22' 9" 19' 11" 25' 1" 19' 11" 17' 5" 22' 9" 18' 1" 15' 10" 550S125-68 50 21.8 12 38' 8" 30' 8" 26' 10" 33' 9" 26' 10" 23' 5" 30' 8" 24' 4" 21' 3" 16 35' 2" 27' 11" 24' 4" 30' 8" 24' 4" 21' 3" 27' 11" 22' 2" 19' 4" 24 30' 8" 24' 4" 21' 3" 26' 10" 21' 3" 18' 7" 24' 4" 19' 4" 16' 11" 600S125-27 1 33 27.7 12 24' 10"e 24' 4"e 21' 3"e 20' 4"e 20' 4"e 18' 7"e 17' 7"e 17' 7"e 16' 10"e 16 21' 6"e 21' 6"e 19' 4"e 17' 7"e 17' 7"e 16' 10"e 15' 3"e 15' 3"e 15' 3"e 24 17' 7"e 17' 7"e 16' 10"e 14' 4"e 14' 4"e 14' 4"e 12' 5"e 12' 5"e 12' 5"e 600S125-30 33 27.6 12 26' 10" 25' 2" 22' 0" 21' 11" 21' 11" 19' 3" 18' 11" 18' 11" 17' 6" 16 23' 3" 22' 11" 20' 0" 18' 11" 18' 11" 17' 6" 16' 5" 16' 5" 15' 10" 24 18' 11" 18' 11" 17' 6" 15' 6" 15' 6" 15' 3" 13' 5"e 13' 5"e 13' 5"e 600S125-33 33 27.6 12 29' 0" 26' 2" 22' 10" 23' 8" 22' 10" 19' 11" 20' 6" 20' 6" 18' 1" 16 25' 2" 23' 9" 20' 9" 20' 6" 20' 6" 18' 1" 17' 9" 17' 9" 16' 6" 24 20' 6" 20' 6" 18' 1" 16' 9" 16' 9" 15' 10" 14' 6" 14' 6" 14' 5" 600S125-43 33 27.3 12 35' 6" 28' 9" 25' 1" 29' 0" 25' 1" 21' 11" 25' 1" 22' 10" 19' 11" 16 30' 9" 26' 1" 22' 10" 25' 1" 22' 10" 19' 11" 21' 9" 20' 9" 18' 1" 24 25' 1" 22' 10" 19' 11" 20' 6" 19' 11" 17' 5" 17' 9" 17' 9" 15' 10" 600S125-54 50 21.9 12 38' 9" 30' 9" 26' 10" 33' 10" 26' 10" 23' 6" 30' 9" 24' 5" 21' 4" 16 35' 3" 27' 11" 24' 5" 30' 9" 24' 5" 21' 4" 27' 11" 22' 2" 19' 5" 24 30' 9" 24' 5" 21' 4" 26' 10" 21' 4" 18' 8" 24' 1" 19' 5" 16' 11" 600S125-68 50 21.6 12 41' 7" 33' 0" 28' 10" 36' 4" 28' 10" 25' 2" 33' 0" 26' 2" 22' 10" 16 37' 9" 30' 0" 26' 2" 33' 0" 26' 2" 22' 10" 30' 0" 23' 9" 20' 9" 24 33' 0" 26' 2" 22' 10" 28' 10" 22' 10" 20' 0" 26' 2" 20' 9" 18' 2" 800S125-43 33 26.3 12 40' 11" 36' 1" 31' 6" 33' 5" 31' 6" 27' 6" 28' 11" 28' 8" 25' 0" 16 35' 5" 32' 9" 28' 8" 28' 11" 28' 8" 25' 0" 25' 1" 25' 1" 22' 9" 24 28' 11" 28' 8" 25' 0" 23' 8" 23' 8" 21' 10" 20' 6" 20' 6" 19' 10" 800S125-54 50 21.1 12 48' 10" 38' 9" 33' 10" 42' 8" 33' 10" 29' 7" 38' 9" 30' 9" 26' 10" 16 44' 4" 35' 2" 30' 9" 38' 9" 30' 9" 26' 10" 34' 1" 27' 11" 24' 5" 24 38' 9" 30' 9" 26' 10" 32' 1" 26' 10" 23' 6" 27' 10" 24' 5" 21' 4" 800S125-68 50 20.8 12 52' 10" 41' 11" 36' 8" 46' 2" 36' 8" 32' 0" 41' 11" 33' 4" 29' 1" 16 48' 0" 38' 1" 33' 4" 41' 11" 33' 4" 29' 1" 38' 1" 30' 3" 26' 5" 24 41' 11" 33' 4" 29' 1" 36' 8" 29' 1" 25' 5" 33' 3" 26' 5" 23' 1" 1 Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends. See Table Notes on page 21. www.SSMA.com 23Complies With 2009, 2012 and 2015 IBC Table Notes Section Fy (ksi)Lu (in)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 Lbr L/240 Lbr L/360 Lbr L/120 Lbr L/240 Lbr L/360 Lbr L/120 Lbr L/240 Lbr L/360 Lbr 12 8' 5" f (48) 7' 10" d (59) 6' 11" d (73) 6' 10" f (48) 6' 9" d (50) 6' 0" d (66) 5' 11" f (48) 5' 11" f (48) 5' 5" d (61) 162S125-18 33 29.0 16 7' 3" f (48) 7' 1" d (53) 6' 3" d (68) 5' 11" f (48) 5' 11" f (48) 5' 5" d (61) 5' 2" f (48) 5' 2" f (48) 4' 11" d (55) 24 5' 11" f (48) 5' 11" f (48) 5' 5" d (61) 4' 10" f (48) 4' 10" f (48) 4' 8" d (53) 4' 2" f (48) 4' 2" f (48) 4' 2" f (48) 12 11' 1" f (48) 9' 0" d (78) 7' 10" d (92) 9' 0" f (48) 7' 10" d (70) 6' 10" d (84) 7' 10" f (48) 7' 1" d (64) 6' 3" d (79) 162S125-27 33 29.1 16 9' 7" f (48) 8' 2" d (73) 7' 2" d (87) 7' 10" f (48) 7' 1" d (64) 6' 3" d (79) 6' 9" f (48) 6' 6" d (57) 5' 8" d (75) 24 7' 10" f (48) 7' 1" d (64) 6' 3" d (79) 6' 5" f (48) 6' 3" d (53) 5' 5" d (73) 5' 6" f (48) 5' 6" f (48) 4' 11" d (67) 12 11' 8" d (51) 9' 3" d (81) 8' 1" d (98) 9' 8" f (48) 8' 1" d (74) 7' 1" d (89) 8' 4" f (48) 7' 4" d (70) 6' 5" d (83) 162S125-30 33 29.2 16 10' 3" f (48) 8' 5" d (76) 7' 4" d (91) 8' 4" f (48) 7' 4" d (70) 6' 5" d (83) 7' 3" f (48) 6' 8" d (63) 5' 10" d (78) 24 8' 4" f (48) 7' 4" d (70) 6' 5" d (83) 6' 10" f (48) 6' 5" d (60) 5' 7" d (76) 5' 11" f (48) 5' 10" d (51) 5' 1" d (72) 12 12' 0" d (60) 9' 7" d (85) 8' 4" d (105) 10' 5" f (48) 8' 4" d (78) 7' 4" d (95) 9' 0" f (48) 7' 7" d (73) 6' 8" d (88) 162S125-33 33 29.2 16 10' 11" d (50) 8' 8" d (80) 7' 7" d (98) 9' 0" f (48) 7' 7" d (73) 6' 8" d (88) 7' 9" f (48) 6' 11" d (68) 6' 0" d (82) 24 9' 0" f (48) 7' 7" d (73) 6' 8" d (88) 7' 4" f (48) 6' 8" d (66) 5' 10" d (80) 6' 4" f (48) 6' 0" d (60) 5' 3" d (75) 12 11' 6" f (48) 10' 9" d (57) 9' 6" d (69) 9' 5" f (48) 9' 4" d (49) 8' 3" d (64) 8' 2" f (48) 8' 2" f (48) 7' 6" d (59) 250S125-18 33 29.0 16 10' 0" f (48) 9' 8" d (52) 8' 7" d (65) 8' 2" f (48) 8' 2" f (48) 7' 6" d (59) 7' 1" f (48) 7' 1" f (48) 6' 9" d (54) 24 8' 2" f (48) 8' 2" f (48) 7' 6" d (59) 6' 8" f (48) 6' 8" f (48) 6' 6" d (52) 5' 9" e f (48) 5' 9" e f (48) 5' 9" e f (48) 12 14' 10" f (48) 12' 5" d (70) 10' 10" d (81) 12' 1" f (48) 10' 10" d (63) 9' 6" d (75) 10' 6" f (48) 9' 10" d (57) 8' 7" d (72) 250S125-27 33 28.9 16 12' 10" f (48) 11' 3" d (65) 9' 11" d (77) 10' 6" f (48) 9' 10" d (57) 8' 7" d (72) 9' 1" f (48) 8' 11" d (50) 7' 10" d (67) 24 10' 6" f (48) 9' 10" d (57) 8' 7" d (72) 8' 7" f (48) 8' 7" f (48) 7' 6" d (65) 7' 5" f (48) 7' 5" f (48) 6' 10" d (60) 12 15' 9" f (48) 12' 10" d (72) 11' 3" d (84) 12' 11" f (48) 11' 2" d (67) 9' 10" d (78) 11' 2" f (48) 10' 2" d (62) 8' 11" d (73) 250S125-30 33 28.9 16 13' 8" f (48) 11' 8" d (68) 10' 2" d (79) 11' 2" f (48) 10' 2" d (62) 8' 11" d (73) 9' 8" f (48) 9' 3" d (55) 8' 1" d (69) 24 11' 2" f (48) 10' 2" d (62) 8' 11" d (73) 9' 1" f (48) 8' 10" d (52) 7' 9" d (68) 7' 11" f (48) 7' 11" f (48) 7' 1" d (64) 12 16' 8" d (50) 13' 3" d (74) 11' 7" d (88) 13' 9" f (48) 11' 7" d (68) 10' 1" d (81) 11' 11" f (48) 10' 6" d (65) 9' 2" d (76) 250S125-33 33 28.9 16 14' 7" f (48) 12' 1" d (70) 10' 6" d (82) 11' 11" f (48) 10' 6" d (65) 9' 2" d (76) 10' 4" f (48) 9' 6" d (60) 8' 4" d (72) 24 11' 11" f (48) 10' 6" d (65) 9' 2" d (76) 9' 9" f (48) 9' 2" d (58) 8' 0" d (70) 8' 5" f (48) 8' 4" d (50) 7' 4" d (66) 12 18' 2" d (59) 14' 5" d (83) 12' 7" d (99) 15' 10" d (50) 12' 7" d (76) 11' 0" d (91) 13' 11" f (48) 11' 5" d (71) 10' 0" d (85) 250S125-43 33 28.9 16 16' 6" d (53) 13' 1" d (78) 11' 5" d (93) 13' 11" f (48) 11' 5" d (71) 10' 0" d (85) 12' 1" f (48) 10' 5" d (67) 9' 1" d (80) 24 13' 11" f (48) 11' 5" d (71) 10' 0" d (85) 11' 4" f (48) 10' 0" d (64) 8' 9" d (78) 9' 10" f (48) 9' 1" d (59) 7' 11" d (73) 12 12' 10" f (48) 12' 10" f (48) 12' 3" d (55) 10' 6" f (48) 10' 6" f (48) 10' 6" f (48) 9' 1" f (48) 9' 1" f (48) 9' 1" f (48) 350S125-18 33 28.8 16 11' 1" f (48) 11' 1" f (48) 11' 1" d (48) 9' 1" f (48) 9' 1" f (48) 9' 1" f (48) 7' 10" e f (48) 7' 10" e f (48) 7' 10" e f (48) 24 9' 1" f (48) 9' 1" f (48) 9' 1" f (48) 7' 5" e f (48) 7' 5" e f (48) 7' 5" e f (48) 6' 5" e f (48) 6' 5" e f (48) 6' 5" e f (48) 12 17' 3" f (48) 16' 1" d (59) 14' 1" d (73) 14' 1" f (48) 14' 0" d (48) 12' 3" d (67) 12' 2" f (48) 12' 2" f (48) 11' 2" d (62) 350S125-27 33 28.7 16 14' 11" f (48) 14' 7" d (52) 12' 10" d (69) 12' 2" f (48) 12' 2" f (48) 11' 2" d (62) 10' 7" f (48) 10' 7" f (48) 10' 1" d (55) 24 12' 2" f (48) 12' 2" f (48) 11' 2" d (62) 9' 11" f (48) 9' 11" f (48) 9' 9" d (52) 8' 7" f (48) 8' 7" f (48) 8' 7" f (48) 12 18' 6" f (48) 16' 7" d (64) 14' 6" d (75) 15' 2" f (48) 14' 6" d (55) 12' 8" d (69) 13' 1" f (48) 13' 1" f (48) 11' 6" d (65) 350S125-30 33 28.6 16 16' 1" f (48) 15' 1" d (58) 13' 2" d (71) 13' 1" f (48) 13' 1" f (48) 11' 6" d (65) 11' 4" f (48) 11' 4" f (48) 10' 6" d (61) 24 13' 1" f (48) 13' 1" f (48) 11' 6" d (65) 10' 8" f (48) 10' 8" f (48) 10' 1" d (58) 9' 3" f (48) 9' 3" f (48) 9' 1" d (51) 12 20' 0" f (48) 17' 2" d (66) 15' 0" d (78) 16' 4" f (48) 15' 0" d (60) 13' 1" d (71) 14' 2" f (48) 13' 7" d (55) 11' 11" d (67) 350S125-33 33 28.6 16 17' 4" f (48) 15' 7" d (62) 13' 8" d (73) 14' 2" f (48) 13' 7" d (55) 11' 11" d (67) 12' 3" f (48) 12' 3" f (48) 10' 10" d (64) 24 14' 2" f (48) 13' 7" d (55) 11' 11" d (67) 11' 7" f (48) 11' 7" f (48) 10' 5" d (62) 10' 0" f (48) 10' 0" f (48) 9' 5" d (57) 12 23' 6" d (49) 18' 8" d (73) 16' 4" d (86) 19' 4" f (48) 16' 4" d (67) 14' 3" d (79) 16' 9" f (48) 14' 10" d (62) 12' 11" d (75) 350S125-43 33 28.4 16 20' 6" f (48) 17' 0" d (69) 14' 10" d (81) 16' 9" f (48) 14' 10" d (62) 12' 11" d (75) 14' 6" f (48) 13' 6" d (57) 11' 9" d (70) 24 16' 9" f (48) 14' 10" d (62) 12' 11" d (75) 13' 8" f (48) 12' 11" d (55) 11' 4" d (69) 11' 10" f (48) 11' 9" d (49) 10' 3" d (64) 12 25' 2" d (60) 20' 0" d (79) 17' 5" d (93) 22' 0" d (55) 17' 5" d (72) 15' 3" d (86) 20' 0" d (51) 15' 10" d (68) 13' 10" d (81) 350S125-54 50 22.9 16 22' 10" d (56) 18' 2" d (74) 15' 10" d (88) 20' 0" d (51) 15' 10" d (68) 13' 10" d (81) 18' 1" f (48) 14' 5" d (65) 12' 7" d (76) 24 20' 0" d (51) 15' 10" d (68) 13' 10" d (81) 17' 0" f (48) 13' 10" d (63) 12' 1" d (74) 14' 9" f (48) 12' 7" d (60) 11' 0" d (70) 12 26' 10" d (64) 21' 4" d (87) 18' 7" d (106) 23' 5" d (59) 18' 7" d (79) 16' 3" d (96) 21' 4" d (55) 16' 11" d (74) 14' 9" d (89) 350S125-68 50 22.8 16 24' 5" d (60) 19' 4" d (81) 16' 11" d (99) 21' 4" d (55) 16' 11" d (74) 14' 9" d (89) 19' 4" d (52) 15' 4" d (70) 13' 5" d (84) 24 21' 4" d (55) 16' 11" d (74) 14' 9" d (89) 18' 7" d (51) 14' 9" d (68) 12' 11" d (81) 16' 8" f (48) 13' 5" d (64) 11' 9" d (76) 12 13' 1" f (48) 13' 1" f (48) 12' 7" d (54) 10' 8" f (48) 10' 8" f (48) 10' 8" f (48) 9' 3" f (48) 9' 3" f (48) 9' 3" f (48) 362S125-18 33 28.8 16 11' 4" f (48) 11' 4" f (48) 11' 4" f (48) 9' 3" f (48) 9' 3" f (48) 9' 3" f (48) 8' 0" e f (48) 8' 0" e f (48) 8' 0" e f (48) 24 9' 3" f (48) 9' 3" f (48) 9' 3" f (48) 7' 7" e f (48) 7' 7" e f (48) 7' 7" e f (48) 6' 6" e f (48) 6' 6" e f (48) 6' 6" e f (48) 12 17' 7" f (48) 16' 6" d (58) 14' 6" d (72) 14' 4" f (48) 14' 4" f (48) 12' 8" d (66) 12' 5" f (48) 12' 5" f (48) 11' 5" d (60) 362S125-27 33 28.6 16 15' 3" f (48) 15' 0" d (50) 13' 2" d (68) 12' 5" f (48) 12' 5" f (48) 11' 5" d (60) 10' 9" f (48) 10' 9" f (48) 10' 5" d (54) 24 12' 5" f (48) 12' 5" f (48) 11' 5" d (60) 10' 2" f (48) 10' 2" f (48) 10' 0" d (50) 8' 9" f (48) 8' 9" f (48) 8' 9" f (48) 12 18' 11" f (48) 17' 1" d (63) 14' 11" d (74) 15' 5" f (48) 14' 11" d (54) 13' 1" d (68) 13' 4" f (48) 13' 4" f (48) 11' 10" d (65) 362S125-30 33 28.6 16 16' 4" f (48) 15' 6" d (57) 13' 7" d (70) 13' 4" f (48) 13' 4" f (48) 11' 10" d (65) 11' 7" f (48) 11' 7" f (48) 10' 9" d (60) 24 13' 4" f (48) 13' 4" f (48) 11' 10" d (65) 10' 11" f (48) 10' 11" f (48) 10' 4" d (57) 9' 5" f (48) 9' 5" f (48) 9' 4" d (49) 12 20' 5" f (48) 17' 8" d (65) 15' 5" d (77) 16' 8" f (48) 15' 5" d (59) 13' 6" d (71) 14' 5" f (48) 14' 0" d (53) 12' 3" d (67) 362S125-33 33 28.5 16 17' 8" f (48) 16' 1" d (61) 14' 0" d (72) 14' 5" f (48) 14' 0" d (53) 12' 3" d (67) 12' 6" f (48) 12' 6" f (48) 11' 2" d (63) 24 14' 5" f (48) 14' 0" d (53) 12' 3" d (67) 11' 9" f (48) 11' 9" f (48) 10' 8" d (61) 10' 2" f (48) 10' 2" f (48) 9' 9" d (56) 12 24' 2" f (48) 19' 2" d (72) 16' 9" d (85) 19' 9" f (48) 16' 9" d (66) 14' 8" d (78) 17' 1" f (48) 15' 3" d (61) 13' 4" d (74) 362S125-43 33 28.4 16 20' 11" f (48) 17' 5" d (68) 15' 3" d (80) 17' 1" f (48) 15' 3" d (61) 13' 4" d (74) 14' 9" f (48) 13' 10" d (56) 12' 1" d (70) 24 17' 1" f (48) 15' 3" d (61) 13' 4" d (74) 13' 11" f (48) 13' 4" d (54) 11' 8" d (68) 12' 1" f (48) 12' 1" f (48) 10' 7" d (63) 12 25' 11" d (59) 20' 6" d (78) 17' 11" d (92) 22' 7" d (54) 17' 11" d (72) 15' 8" d (85) 20' 6" d (51) 16' 4" d (68) 14' 3" d (80) 362S125-54 50 22.8 16 23' 6" d (55) 18' 8" d (73) 16' 4" d (87) 20' 6" d (51) 16' 4" d (68) 14' 3" d (80) 18' 5" f (48) 14' 10" d (64) 12' 11" d (75) 24 20' 6" d (51) 16' 4" d (68) 14' 3" d (80) 17' 4" f (48) 14' 3" d (62) 12' 5" d (73) 15' 0" f (48) 12' 11" d (59) 11' 4" d (69) 1 Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends. d denotes deflection controlled. f denotes flexural controlled. Interior Wall Limiting Heights - Braced at 48" oc 1. Five pounds per square foot (psf), 7.5 psf, and 10 psf loads have not been reduced for strength or deflection checks; full lateral load is applied. 2. Web crippling check based on 1" end bearing. 3. Limiting heights are based on studs braced at maximum spacing of 48" oc . Bracing can be placed at a greater distance if deflection controls (d), maximum brace spacing is listed under Lbr. 4. See page 5 for additional table notes. www.SSMA.com24 Copyright © 2015 by the SSMA Interior Wall Limiting Heights - Braced at 48" oc 1 Web height-to-thickness ratio exceeds 200. Web stiffeners are required at all support points and concentrated loads. "e" web stiffeners required at ends. d denotes deflection controlled. f denotes flexural controlled. See Table Notes on page 23. Section Fy (ksi)Lu (in)Spacing (in) oc 5 psf 7.5 psf 10 psf L/120 Lbr L/240 Lbr L/360 Lbr L/120 Lbr L/240 Lbr L/360 Lbr L/120 Lbr L/240 Lbr L/360 Lbr 12 27' 7" d (63) 21' 11" d (86) 19' 2" d (104) 24' 1" d (58) 19' 2" d (78) 16' 9" d (94) 21' 11" d (55) 17' 5" d (73) 15' 2" d (88) 362S125-68 50 22.7 16 25' 1" d (60) 19' 11" d (80) 17' 5" d (97) 21' 11" d (55) 17' 5" d (73) 15' 2" d (88) 19' 11" d (52) 15' 10" d (69) 13' 10" d (82) 24 21' 11" d (55) 17' 5" d (73) 15' 2" d (88) 19' 2" d (50) 15' 2" d (67) 13' 3" d (80) 17' 0" f (48) 13' 10" d (63) 12' 1" d (75) 12 13' 9" e f (48) 13' 9" e f (48) 13' 7" e d (49) 11' 3" e f (48) 11' 3" e f (48) 11' 3" e f (48) 9' 9" e f (48) 9' 9" e f (48) 9' 9" e f (48) 400S125-18 33 28.7 16 11' 11" e f (48) 11' 11" e f (48) 11' 11" e f (48) 9' 9" e f (48) 9' 9" e f (48) 9' 9" e f (48) 8' 5" e f (48) 8' 5" e f (48) 8' 5" e f (48) 24 9' 9" e f (48) 9' 9" e f (48) 9' 9" e f (48) 7' 11" e f (48) 7' 11" e f (48) 7' 11" e f (48) 6' 10" e f (48) 6' 10" e f (48) 6' 10" e f (48) 12 18' 6" f (48) 17' 10" d (54) 15' 8" d (69) 15' 2" f (48) 15' 2" f (48) 13' 8" d (63) 13' 1" f (48) 13' 1" f (48) 12' 4" d (57) 400S125-27 33 28.5 16 16' 1" f (48) 16' 1" f (48) 14' 2" d (65) 13' 1" f (48) 13' 1" f (48) 12' 4" d (57) 11' 4" f (48) 11' 4" f (48) 11' 3" d (50) 24 13' 1" f (48) 13' 1" f (48) 12' 4" d (57) 10' 8" f (48) 10' 8" f (48) 10' 8" f (48) 9' 3" f (48) 9' 3" f (48) 9' 3" f (48) 12 19' 11" f (48) 18' 5" d (60) 16' 2" d (72) 16' 3" f (48) 16' 1" d (50) 14' 1" d (66) 14' 1" f (48) 14' 1" f (48) 12' 10" d (62) 400S125-30 33 28.5 16 17' 3" f (48) 16' 9" d (53) 14' 8" d (68) 14' 1" f (48) 14' 1" f (48) 12' 10" d (62) 12' 3" f (48) 12' 3" f (48) 11' 7" d (56) 24 14' 1" f (48) 14' 1" f (48) 12' 10" d (62) 11' 6" f (48) 11' 6" f (48) 11' 2" d (53) 10' 0" f (48) 10' 0" f (48) 10' 0" f (48) 12 21' 7" f (48) 19' 1" d (63) 16' 8" d (74) 17' 7" f (48) 16' 8" d (57) 14' 7" d (68) 15' 3" f (48) 15' 1" d (49) 13' 3" d (65) 400S125-33 33 28.4 16 18' 8" f (48) 17' 4" d (59) 15' 2" d (70) 15' 3" f (48) 15' 1" d (49) 13' 3" d (65) 13' 2" f (48) 13' 2" f (48) 12' 0" d (61) 24 15' 3" f (48) 15' 1" d (49) 13' 3" d (65) 12' 5" f (48) 12' 5" f (48) 11' 7" d (59) 10' 9" f (48) 10' 9" f (48) 10' 6" d (53) 12 25' 6" f (48) 20' 9" d (70) 18' 2" d (82) 20' 10" f (48) 18' 2" d (63) 15' 10" d (75) 18' 1" f (48) 16' 6" d (59) 14' 5" d (71) 400S125-43 33 28.2 16 22' 1" f (48) 18' 10" d (65) 16' 6" d (77) 18' 1" f (48) 16' 6" d (59) 14' 5" d (71) 15' 8" f (48) 15' 0" d (54) 13' 1" d (67) 24 18' 1" f (48) 16' 6" d (59) 14' 5" d (71) 14' 9" f (48) 14' 5" d (51) 12' 7" d (65) 12' 9" f (48) 12' 9" f (48) 11' 5" d (61) 12 28' 0" d (57) 22' 2" d (75) 19' 5" d (89) 24' 5" d (52) 19' 5" d (69) 16' 11" d (82) 22' 2" d (49) 17' 8" d (65) 15' 5" d (77) 400S125-54 50 22.7 16 25' 5" d (53) 20' 2" d (71) 17' 8" d (84) 22' 2" d (49) 17' 8" d (65) 15' 5" d (77) 19' 5" f (48) 16' 0" d (62) 14' 0" d (73) 24 22' 2" d (49) 17' 8" d (65) 15' 5" d (77) 18' 4" f (48) 15' 5" d (60) 13' 5" d (71) 15' 10" f (48) 14' 0" d (57) 12' 3" d (67) 12 29' 10" d (61) 23' 8" d (82) 20' 8" d (98) 26' 1" d (56) 20' 8" d (75) 18' 1" d (90) 23' 8" d (53) 18' 10" d (71) 16' 5" d (84) 400S125-68 50 22.5 16 27' 2" d (58) 21' 6" d (77) 18' 10" d (92) 23' 8" d (53) 18' 10" d (71) 16' 5" d (84) 21' 6" d (50) 17' 1" d (66) 14' 11" d (79) 24 23' 8" d (53) 18' 10" d (71) 16' 5" d (84) 20' 8" d (48) 16' 5" d (65) 14' 4" d (77) 18' 0" f (48) 14' 11" d (61) 13' 0" d (72) 12 23' 7" f (48) 22' 10" d (53) 20' 2" d (67) 19' 3" f (48) 19' 3" f (48) 17' 6" d (61) 16' 8" f (48) 16' 8" f (48) 15' 11" d (55) 550S125-27 33 27.9 16 20' 5" f (48) 20' 5" f (48) 18' 3" d (63) 16' 8" f (48) 16' 8" f (48) 15' 11" d (55) 14' 5" f (48) 14' 5" f (48) 14' 5" d (48) 24 16' 8" f (48) 16' 8" f (48) 15' 11" d (55) 13' 7" f (48) 13' 7" f (48) 13' 7" f (48) 11' 9" e f (48) 11' 9" ef (48) 11' 9" ef (48) 12 25' 5" f (48) 23' 9" d (58) 20' 10" d (69) 20' 9" f (48) 20' 8" d (48) 18' 2" d (64) 18' 0" f (48) 18' 0" f (48) 16' 6" d (60) 550S125-30 33 27.9 16 22' 0" f (48) 21' 6" d (52) 18' 11" d (65) 18' 0" f (48) 18' 0" f (48) 16' 6" d (60) 15' 7" f (48) 15' 7" f (48) 14' 11" d (54) 24 18' 0" f (48) 18' 0" f (48) 16' 6" d (60) 14' 8" f (48) 14' 8" f (48) 14' 4" d (52) 12' 8" ef (48) 12' 8" ef (48) 12' 8" ef (48) 12 27' 6"f (48) 24' 8" d (61) 21' 6" d (72) 22' 5" f (48) 21' 6" d (55) 18' 10" d (66) 19' 5" f (48) 19' 5" f (48) 17' 1" d (62) 550S125-33 33 27.8 16 23' 10" f (48) 22' 4" d (57) 19' 7" d (68) 19' 5" f (48) 19' 5" f (48) 17' 1" d (62) 16' 10" f (48) 16' 10" f (48) 15' 6" d (58) 24 19' 5" f (48) 19' 5" f (48) 17' 1" d (62) 15' 10" f (48) 15' 10" f (48) 14' 11" d (57) 13' 9" f (48) 13' 9" f (48) 13' 6" d (51) 12 32' 7" f (48) 26' 10" d (66) 23' 5" d (76) 26' 8" f (48) 23' 5" d (61) 20' 5" d (71) 23' 1" f (48) 21' 3" d (57) 18' 7" d (67) 550S125-43 33 27.6 16 28' 3" f (48) 24' 4" d (62) 21' 3" d (72) 23' 1" f (48) 21' 3" d (57) 18' 7" d (67) 20' 0" f (48) 19' 4" d (52) 16' 11" d (64) 24 23' 1" f (48) 21' 3" d (57) 18' 7" d (67) 18' 10" f (48) 18' 7" d (50) 16' 3" d (62) 16' 4" f (48) 16' 4" f (48) 14' 9" d (59) 12 36' 2" d (53) 28' 9" d (69) 25' 1" d (80) 31' 7" d (50) 25' 1" d (64) 21' 11" d (74) 28' 2" f (48) 22' 9" d (61) 19' 11" d (71) 550S125-54 50 22.1 16 32' 10" d (51) 26' 1" d (65) 22' 9" d (76) 28' 2" f (48) 22' 9" d (61) 19' 11" d (71) 24' 4" f (48) 20' 8" d (58) 18' 1" d (67) 24 28' 2" f (48) 22' 9" d (61) 19' 11" d (71) 23' 0" f (48) 19' 11" d (57) 17' 5" d (65) 19' 11" f (48) 18' 1" d (53) 15' 10" d (62) 12 38' 8" d (55.8) 30' 8" d (73) 26' 10" d (86) 33' 9" d (52) 26' 10" d (67) 23' 5" d (79) 30' 8" d (49) 24' 4" d (64) 21' 3" d (74) 550S125-68 50 21.8 16 35' 2" d (53.0) 27' 11" d (69) 24' 4" d (81) 30' 8" d (49) 24' 4" d (64) 21' 3" d (74) 27' 1" f (48) 22' 2" d (60) 19' 4" d (70) 24 30' 8" d (49.0) 24' 4" d (64) 21' 3" d (74) 25' 7" f (48) 21' 3" d (59) 18' 7" d (69) 22' 2" f (48) 19' 4" d (56) 16' 11" d (65) 12 24' 8" e f (48) 24' 5" e d (49) 21' 6" e d (65) 20' 2" e f (48) 20' 2" e f (48) 18' 9" e d (58) 17' 6" e f (48) 17' 6" e f (48) 17' 0" e d (52) 600S125-27 33 27.7 16 21' 5" e f (48) 21' 5" e f (48) 19' 6" e d (60) 17' 6" e f (48) 17' 6" e f (48) 17' 0" e d (52) 15' 1" e f (48) 15' 1" e f (48) 15' 1" e f (48) 24 17' 6" e f (48) 17' 6" e f (48) 17' 0" e d (52) 14' 3" e f (48) 14' 3" e f (48) 14' 3" e f (48) 12' 4" e f (48) 12' 4" e f (48) 12' 4" e f (48) 12 26' 7" f (48) 25' 4" d (55) 22' 4" d (67) 21' 9" f (48) 21' 9" f (48) 19' 6" d (62) 18' 10" f (48) 18' 10" f (48) 17' 7" d (57) 600S125-30 33 27.6 16 23' 1" f (48) 23' 0" d (48) 20' 3" d (63) 18' 10" f (48) 18' 10" f (48) 17' 7" d (57) 16' 4" f (48) 16' 4" f (48) 15' 11" d (51) 24 18' 10" f (48) 18' 10" f (48) 17' 7" d (57) 15' 4" f (48) 15' 4" f (48) 15' 4" d (48) 13' 4" e f (48) 13' 4" e f (48) 13' 4" e f (48) 12 28' 10" f (48) 26' 5" d (59) 23' 1" d (69) 23' 6" f (48) 23' 0" d (52) 20' 2" d (64) 20' 5" f (48) 20' 5" f (48) 18' 4" d (60) 600S125-33 33 27.6 16 25' 0" f (48) 23' 11" d (54) 21' 0" d (65) 20' 5" f (48) 20' 5" f (48) 18' 4" d (60) 17' 8" f (48) 17' 8" f (48) 16' 7" d (56) 24 20' 5" f (48) 20' 5" f (48) 18' 4" d (60) 16' 8" f (48) 16' 8" f (48) 15' 11" d (54) 14' 5" f (48) 14' 5" f (48) 14' 5" f (48) 12 34' 3" f (48) 28' 9" d (65) 25' 2" d (75) 28' 0" f (48) 25' 2" d (59) 21' 11" d (69) 24' 3" f (48) 22' 10" d (55) 19' 11" d (66) 600S125-43 33 27.3 16 29' 8" f (48) 26' 2" d (61) 22' 10" d (71) 24' 3" f (48) 22' 10" d (55) 19' 11" d (66) 21' 0" f (48) 20' 9" d (49) 18' 2" d (62) 24 24' 3" f (48) 22' 10" d (55) 19' 11" d (66) 19' 9" f (48) 19' 9" f (48) 17' 5" d (61) 17' 2" f (48) 17' 2" f (48) 15' 10" d (57) 12 38' 10" d (52) 30' 10" d (67) 26' 11" d (78) 33' 11" d (49) 26' 11" d (63) 23' 6" d (73) 29' 8" f (48) 24' 6" d (59) 21' 5" d (69) 600S125-54 50 21.9 16 35' 4" d (50) 28' 0" d (64) 24' 6" d (74) 29' 8" f (48) 24' 6" d (59) 21' 5" d (69) 25' 8" f (48) 22' 3" d (56) 19' 5" d (65) 24 29' 8" f (48) 24' 6" d (59) 21' 5" d (69) 24' 3" f (48) 21' 5" d (55) 18' 8" d (64) 21' 0" f (48) 19' 5" d (52) 17' 0" d (61) 12 41' 7" d (54.4) 33' 0" d (71) 28' 10" d (83) 36' 4" d (51) 28' 10" d (65) 25' 2" d (76) 33' 0" d (48) 26' 2" d (62) 22' 10" d (72) 600S125-68 50 21.6 16 37' 9" d (51.6) 30' 0" d (67) 26' 2" d (78) 33' 0" d (48) 26' 2" d (62) 22' 10" d (72) 28' 7" f (48) 23' 9" d (59) 20' 9" d (68) 24 33' 0" d (47.9) 26' 2" d (62) 22' 10" d (72) 26' 11" f (48) 22' 10" d (57) 20' 0" d (67) 23' 4" f (48) 20' 9" d (55) 18' 2" d (63) 12 40' 0" f (48) 36' 6" d (57) 31' 11" d (68) 32' 8" f (48) 31' 10" d (51) 27' 11" d (63) 28' 4" f (48) 28' 4" f (48) 25' 4" d (59) 800S125-43 33 26.3 16 34' 8" f (48) 33' 1" d (53) 29' 0" d (64) 28' 4" f (48) 28' 4" f (48) 25' 4" d (59) 24' 6" f (48) 24' 6" f (48) 23' 0" d (55) 24 28' 4" f (48) 28' 4" f (48) 25' 4" d (59) 23' 1" f (48) 23' 1" f (48) 22' 1" d (53) 20' 0" f (48) 20' 0" f (48) 20' 0" d (48) 12 48' 6" f (48) 39' 2" d (62) 34' 3" d (72) 39' 7" f (48) 34' 3" d (57) 29' 11" d (67) 34' 3" f (48) 31' 1" d (54) 27' 2" d (64) 800S125-54 50 21.1 16 42' 0" f (48) 35' 7" d (59) 31' 1" d (68) 34' 3" f (48) 31' 1" d (54) 27' 2" d (64) 29' 8" f (48) 28' 3" d (51) 24' 8" d (60) 24 34' 3" f (48) 31' 1" d (54) 27' 2" d (64) 28' 0" f (48) 27' 2" d (50) 23' 9" d (59) 24' 3" f (48) 24' 3" f (48) 21' 7" d (55) 12 52' 11" d (50) 42' 0" d (64) 36' 8" d (75) 45' 1" f (48) 36' 8" d (60) 32' 0" d (69) 39' 0" f (48) 33' 4" d (57) 29' 1" d (66) 800S125-68 50 20.8 16 47' 9" f (48) 38' 2" d (61) 33' 4" d (71) 39' 0" f (48) 33' 4" d (57) 29' 1" d (66) 33' 9" f (48) 30' 3" d (54) 26' 5" d (62) 24 39' 0" f (48) 33' 4" d (57) 29' 1" d (66) 31' 10" f (48) 29' 1" d (53) 25' 5" d (61) 27' 7" f (48) 26' 5" d (50) 23' 1" d (58) www.SSMA.com 25Complies With 2009, 2012 and 2015 IBC Curtain Wall Limiting Heights - Single Span Table Notes Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 350S162-33 33 12 23' 9" 18' 10" 16' 5" 14' 8" 12' 10" 10' 10" 13' 0" 11' 8" 9' 10" 11' 8" 10' 10" 9' 2" 10' 8" 10' 2" 8' 7" 9' 10"e 9' 8"e 8' 2" 9' 2"e 9' 2"e 7' 10" 8' 3"e 8' 3"e 7' 3"e 16 21' 7" 17' 1" 14' 11" 13' 0" 11' 8" 9' 10" 11' 3" 10' 7" 8' 11" 10' 1"e 9' 10" 8' 4" 9' 2"e 9' 2"e 7' 10" 8' 6"e 8' 6"e 7' 5"e 8' 0"e 8' 0"e 7' 1"e 7' 2"e 7' 2"e 6' 7"e 24 18' 5" 14' 11" 13' 1" 10' 8" 10' 2" 8' 7" 9' 2"e 9' 2"e 7' 10" 8' 3"e 8' 3"e 7' 3"e 7' 6"e 7' 6"e 6' 10"e 7' 0"e 7' 0"e 6' 6"e 6' 6"e 6' 6"e 6' 2"e 5' 10"e 5' 10"e 5' 9"e 350S162-43 33 12 25' 10" 20' 6" 17' 11" 16' 0" 14' 0" 11' 9" 14' 6" 12' 8" 10' 8" 13' 6" 11' 9" 9' 11" 12' 6" 11' 1" 9' 4" 11' 7" 10' 6" 8' 11" 10' 10" 10' 1" 8' 6" 9' 8" 9' 4" 7' 11" 16 23' 5" 18' 7" 16' 3" 14' 6" 12' 8" 10' 8" 13' 2" 11' 6" 9' 9" 11' 10" 10' 8" 9' 0" 10' 10" 10' 1" 8' 6" 10' 0" 9' 7" 8' 1" 9' 5" 9' 2" 7' 9" 8' 5"e 8' 5"e 7' 2" 24 20' 6" 16' 3" 14' 2" 12' 6" 11' 1" 9' 4" 10' 10" 10' 1" 8' 6" 9' 8" 9' 4" 7' 11" 8' 10" 8' 10" 7' 5" 8' 2"e 8' 2"e 7' 1" 7' 8"e 7' 8"e 6' 9" 6' 10"e 6' 10"e 6' 3"e 350S162-54 50 12 27' 8" 21' 11" 19' 2" 17' 1" 15' 0" 12' 7" 15' 7" 13' 7" 11' 6" 14' 5" 12' 7" 10' 8" 13' 7" 11' 10" 10' 0" 12' 11" 11' 3" 9' 6" 12' 4" 10' 9" 9' 1" 11' 6" 10' 0" 8' 5" 16 25' 1" 19' 11" 17' 5" 15' 7" 13' 7" 11' 6" 14' 2" 12' 4" 10' 5" 13' 1" 11' 6" 9' 8" 12' 4" 10' 9" 9' 1" 11' 9" 10' 3" 8' 8" 11' 3" 9' 10" 8' 3" 10' 5" 9' 1" 7' 8" 24 21' 11" 17' 5" 15' 2" 13' 7" 11' 10" 10' 0" 12' 4" 10' 9" 9' 1" 11' 6" 10' 0" 8' 5" 10' 9" 9' 5" 7' 11" 10' 3" 8' 11" 7' 7" 9' 10" 8' 7" 7' 3" 9' 1" 7' 11" 6' 8" 350S162-68 50 12 29' 7" 23' 5" 20' 6" 18' 4" 16' 0" 13' 6" 16' 8" 14' 6" 12' 3" 15' 5" 13' 6" 11' 5" 14' 6" 12' 8" 10' 9" 13' 10" 12' 1" 10' 2" 13' 3" 11' 6" 9' 9" 12' 3" 10' 9" 9' 0" 16 26' 10" 21' 4" 18' 7" 16' 8" 14' 6" 12' 3" 15' 1" 13' 3" 11' 2" 14' 0" 12' 3" 10' 4" 13' 3" 11' 6" 9' 9" 12' 7" 11' 0" 9' 3" 12' 0" 10' 6" 8' 10" 11' 2" 9' 9" 8' 3" 24 23' 5" 18' 7" 16' 3" 14' 6" 12' 8" 10' 9" 13' 3" 11' 6" 9' 9" 12' 3" 10' 9" 9' 0" 11' 6" 10' 1" 8' 6" 11' 0" 9' 7" 8' 1" 10' 6" 9' 2" 7' 9" 9' 9" 8' 6" 7' 2" 362S137-33 33 12 23' 3" 18' 5" 16' 1" 14' 3" 12' 7" 10' 7" 12' 4" 11' 5" 9' 8" 11' 1" 10' 7" 8' 11" 10' 1" 10' 0" 8' 5" 9' 4" 9' 4" 8' 0" 8' 9"e 8' 9"e 7' 8" 7' 10"e 7' 10"e 7' 1"e 16 21' 1" 16' 9" 14' 8" 12' 4" 11' 5" 9' 8" 10' 9" 10' 5" 8' 9" 9' 7" 9' 7" 8' 2" 8' 9"e 8' 9"e 7' 8" 8' 1"e 8' 1"e 7' 3"e 7' 7"e 7' 7"e 6' 11"e 6' 9"e 6' 9"e 6' 5"e 24 17' 6" 14' 8" 12' 10" 10' 1" 10' 0" 8' 5" 8' 9"e 8' 9"e 7' 8" 7' 10"e 7' 10"e 7' 1"e 7' 2"e 7' 2"e 6' 8"e 6' 7"e 6' 7"e 6' 4"e 6' 2"e 6' 2"e 6' 1"e 5' 6"e 5' 6"e 5' 6"e 362S162-33 33 12 24' 4" 19' 4" 16' 11" 15' 1" 13' 2" 11' 1" 13' 3" 12' 0" 10' 1" 11' 11" 11' 1" 9' 5" 10' 10" 10' 6" 8' 10" 10' 0"e 9' 11"e 8' 5" 9' 5"e 9' 5"e 8' 0" 8' 5"e 8' 5"e 7' 5"e 16 22' 2" 17' 7" 15' 4" 13' 3" 12' 0" 10' 1" 11' 6" 10' 11" 9' 2" 10' 3"e 10' 1"e 8' 6" 9' 5"e 9' 5"e 8' 0" 8' 8"e 8' 8"e 7' 7"e 8' 2"e 8' 2"e 7' 3"e 7' 3"e 7' 3"e 6' 9"e 24 18' 9" 15' 4" 13' 5" 10' 10" 10' 6" 8' 10" 9' 5"e 9' 5"e 8' 0" 8' 5"e 8' 5"e 7' 5"e 7' 8"e 7' 8"e 7' 0"e 7' 1"e 7' 1"e 6' 8"e 6' 8"e 6' 8"e 6' 4"e 5' 11"e 5' 11"e 5' 11"e 362S200-33 33 12 25' 9" 20' 5" 17' 10" 15' 11" 13' 11" 11' 9" 13' 11" 12' 8" 10' 8" 12' 5" 11' 9" 9' 11" 11' 4"e 11' 1"e 9' 4" 10' 6"e 10' 6"e 8' 10" 9' 10"e 9' 10"e 8' 6"e 8' 10"e 8' 10"e 7' 10"e 16 23' 4" 18' 7" 16' 2" 13' 11" 12' 8" 10' 8" 12' 1" 11' 6" 9' 8" 10' 9"e 10' 8"e 9' 0" 9' 10"e 9' 10"e 8' 6"e 9' 1"e 9' 1"e 8' 1"e 8' 6"e 8' 6"e 7' 8"e 7' 7"e 7' 7"e 7' 2"e 24 19' 8" 16' 2" 14' 2" 11' 4"e 11' 1"e 9' 4" 9' 10"e 9' 10"e 8' 6"e 8' 10"e 8' 10"e 7' 10"e 8' 0"e 8' 0"e 7' 5"e 7' 5"e 7' 5"e 7' 0"e 7' 0"e 7' 0"e 6' 9"e 6' 3"e 6' 3"e 6' 3"e 362S137-43 33 12 25' 3" 20' 1" 17' 6" 15' 8" 13' 8" 11' 7" 14' 3" 12' 5" 10' 6" 13' 0" 11' 7" 9' 9" 11' 10" 10' 10" 9' 2" 11' 0" 10' 4" 8' 8" 10' 3" 9' 10" 8' 4" 9' 2" 9' 2" 7' 9" 16 23' 0" 18' 3" 15' 11" 14' 3" 12' 5" 10' 6" 12' 7" 11' 4" 9' 6" 11' 3" 10' 6" 8' 10" 10' 3" 9' 10" 8' 4" 9' 6" 9' 5" 7' 11" 8' 11" 8' 11" 7' 7" 7' 11" 7' 11" 7' 0" 24 20' 1" 15' 11" 13' 11" 11' 10" 10' 10" 9' 2" 10' 3" 9' 10" 8' 4" 9' 2" 9' 2" 7' 9" 8' 5" 8' 5" 7' 3" 7' 9" 7' 9" 6' 11" 7' 3"e 7' 3"e 6' 7" 6' 6"e 6' 6"e 6' 2"e 362S162-43 33 12 26' 6" 21' 0" 18' 4" 16' 5" 14' 4" 12' 1" 14' 11" 13' 0" 11' 0" 13' 10" 12' 1" 10' 2" 12' 9" 11' 5" 9' 7" 11' 10" 10' 10" 9' 1" 11' 1" 10' 4" 8' 9" 9' 11" 9' 7" 8' 1" 16 24' 1" 19' 1" 16' 8" 14' 11" 13' 0" 11' 0" 13' 7" 11' 10" 10' 0" 12' 1" 11' 0" 9' 3" 11' 1" 10' 4" 8' 9" 10' 3" 9' 10" 8' 3" 9' 7" 9' 5" 7' 11" 8' 7"e 8' 7"e 7' 4" 24 21' 0" 16' 8" 14' 7" 12' 9" 11' 5" 9' 7" 11' 1" 10' 4" 8' 9" 9' 11" 9' 7" 8' 1" 9' 0" 9' 0" 7' 7" 8' 4"e 8' 4"e 7' 3" 7' 10"e 7' 10"e 6' 11"e 7' 0"e 7' 0"e 6' 5"e 362S200-43 33 12 28' 0" 22' 3" 19' 5" 17' 4" 15' 2" 12' 9" 15' 9" 13' 9" 11' 7" 14' 8" 12' 9" 10' 9" 13' 8" 12' 0" 10' 2" 12' 8" 11' 5" 9' 8" 11' 10" 10' 11" 9' 3" 10' 7" 10' 2" 8' 7" 16 25' 5" 20' 2" 17' 8" 15' 9" 13' 9" 11' 7" 14' 4" 12' 6" 10' 7" 13' 0" 11' 7" 9' 10" 11' 10" 10' 11" 9' 3" 11' 0" 10' 5" 8' 9" 10' 3" 9' 11" 8' 4" 9' 2"e 9' 2"e 7' 9" 24 22' 3" 17' 8" 15' 5" 13' 8" 12' 0" 10' 2" 11' 10" 10' 11" 9' 3" 10' 7" 10' 2" 8' 7" 9' 8"e 9' 7"e 8' 1" 9' 0"e 9' 0"e 7' 8" 8' 5"e 8' 5"e 7' 4"e 7' 6"e 7' 6"e 6' 9"e 362S137-54 50 12 27' 1" 21' 6" 18' 9" 16' 9" 14' 8" 12' 4" 15' 3" 13' 4" 11' 3" 14' 2" 12' 4" 10' 5" 13' 4" 11' 8" 9' 10" 12' 8" 11' 1" 9' 4" 12' 1" 10' 7" 8' 11" 11' 3" 9' 10" 8' 3" 16 24' 7" 19' 6" 17' 1" 15' 3" 13' 4" 11' 3" 13' 10" 12' 1" 10' 2" 12' 10" 11' 3" 9' 6" 12' 1" 10' 7" 8' 11" 11' 6" 10' 0" 8' 6" 11' 0" 9' 7" 8' 1" 10' 2" 8' 11" 7' 6" 24 21' 6" 17' 1" 14' 11" 13' 4" 11' 8" 9' 10" 12' 1" 10' 7" 8' 11" 11' 3" 9' 10" 8' 3" 10' 7" 9' 3" 7' 9" 10' 0" 8' 9" 7' 5" 9' 7" 8' 5" 7' 1" 8' 9" 7' 9" 6' 7" 362S162-54 50 12 28' 5" 22' 6" 19' 8" 17' 7" 15' 4" 13' 0" 16' 0" 14' 0" 11' 9" 14' 10" 13' 0" 10' 11" 14' 0" 12' 2" 10' 3" 13' 3" 11' 7" 9' 9" 12' 8" 11' 1" 9' 4" 11' 9" 10' 3" 8' 8" 16 25' 10" 20' 6" 17' 11" 16' 0" 14' 0" 11' 9" 14' 6" 12' 8" 10' 8" 13' 6" 11' 9" 9' 11" 12' 8" 11' 1" 9' 4" 12' 1" 10' 6" 8' 11" 11' 6" 10' 1" 8' 6" 10' 8" 9' 4" 7' 11" 24 22' 6" 17' 11" 15' 7" 14' 0" 12' 2" 10' 3" 12' 8" 11' 1" 9' 4" 11' 9" 10' 3" 8' 8" 11' 1" 9' 8" 8' 2" 10' 6" 9' 2" 7' 9" 10' 1" 8' 10" 7' 5" 9' 4" 8' 2" 6' 11" 362S200-54 50 12 30' 0" 23' 10" 20' 10" 18' 7" 16' 3" 13' 8" 16' 11" 14' 9" 12' 5" 15' 8" 13' 8" 11' 7" 14' 9" 12' 11" 10' 10" 14' 0" 12' 3" 10' 4" 13' 5" 11' 9" 9' 11" 12' 5" 10' 10" 9' 2" 16 27' 3" 21' 8" 18' 11" 16' 11" 14' 9" 12' 5" 15' 4" 13' 5" 11' 4" 14' 3" 12' 5" 10' 6" 13' 5" 11' 9" 9' 11" 12' 9" 11' 2" 9' 5" 12' 2" 10' 8" 9' 0" 11' 4" 9' 11" 8' 4" 24 23' 10" 18' 11" 16' 6" 14' 9" 12' 11" 10' 10" 13' 5" 11' 9" 9' 11" 12' 5" 10' 10" 9' 2" 11' 9" 10' 3" 8' 8" 11' 2" 9' 9" 8' 2" 10' 8" 9' 4" 7' 10" 9' 11" 8' 8" 7' 3" 362S137-68 50 12 28' 11" 22' 11" 20' 1" 17' 11" 15' 8" 13' 2" 16' 3" 14' 3" 12' 0" 15' 1" 13' 2" 11' 2" 14' 3" 12' 5" 10' 6" 13' 6" 11' 10" 9' 11" 12' 11" 11' 4" 9' 6" 12' 0" 10' 6" 8' 10" 16 26' 3" 20' 10" 18' 3" 16' 3" 14' 3" 12' 0" 14' 10" 12' 11" 10' 11" 13' 9" 12' 0" 10' 1" 12' 11" 11' 4" 9' 6" 12' 3" 10' 9" 9' 1" 11' 9" 10' 3" 8' 8" 10' 11" 9' 6" 8' 0" 24 22' 11" 18' 3" 15' 11" 14' 3" 12' 5" 10' 6" 12' 11" 11' 4" 9' 6" 12' 0" 10' 6" 8' 10" 11' 4" 9' 10" 8' 4" 10' 9" 9' 4" 7' 11" 10' 3" 9' 0" 7' 7" 9' 6" 8' 4" 7' 0" 362S162-68 50 12 30' 4" 24' 1" 21' 1" 18' 10" 16' 5" 13' 10" 17' 1" 14' 11" 12' 7" 15' 11" 13' 10" 11' 8" 14' 11" 13' 1" 11' 0" 14' 2" 12' 5" 10' 5" 13' 7" 11' 10" 10' 0" 12' 7" 11' 0" 9' 3" 16 27' 7" 21' 11" 19' 2" 17' 1" 14' 11" 12' 7" 15' 6" 13' 7" 11' 5" 14' 5" 12' 7" 10' 8" 13' 7" 11' 10" 10' 0" 12' 11" 11' 3" 9' 6" 12' 4" 10' 9" 9' 1" 11' 5" 10' 0" 8' 5" 24 24' 1" 19' 2" 16' 9" 14' 11" 13' 1" 11' 0" 13' 7" 11' 10" 10' 0" 12' 7" 11' 0" 9' 3" 11' 10" 10' 4" 8' 9" 11' 3" 9' 10" 8' 4" 10' 9" 9' 5" 7' 11" 10' 0" 8' 9" 7' 4" 362S200-68 50 12 32' 2" 25' 6" 22' 3" 19' 11" 17' 5" 14' 8" 18' 1" 15' 10" 13' 4" 16' 10" 14' 8" 12' 5" 15' 10" 13' 10" 11' 8" 15' 0" 13' 1" 11' 1" 14' 4" 12' 7" 10' 7" 13' 4" 11' 8" 9' 10" 16 29' 2" 23' 2" 20' 3" 18' 1" 15' 10" 13' 4" 16' 5" 14' 4" 12' 1" 15' 3" 13' 4" 11' 3" 14' 4" 12' 7" 10' 7" 13' 8" 11' 11" 10' 1" 13' 1" 11' 5" 9' 7" 12' 1" 10' 7" 8' 11" 24 25' 6" 20' 3" 17' 8" 15' 10" 13' 10" 11' 8" 14' 4" 12' 7" 10' 7" 13' 4" 11' 8" 9' 10" 12' 7" 11' 0" 9' 3" 11' 11" 10' 5" 8' 9" 11' 5" 9' 11" 8' 5" 10' 7" 9' 3" 7' 10" 400S137-33 33 12 25' 1" 19' 11" 17' 5" 15' 1" 13' 7" 11' 6" 13' 1" 12' 4" 10' 5" 11' 8" 11' 6" 9' 8" 10' 8" 10' 8" 9' 1" 9' 10"e 9' 10"e 8' 8" 9' 3"e 9' 3"e 8' 3"e 8' 3"e 8' 3"e 7' 8"e 16 22' 7" 18' 1" 15' 10" 13' 1" 12' 4" 10' 5" 11' 4" 11' 3" 9' 6" 10' 1"e 10' 1"e 8' 9" 9' 3"e 9' 3"e 8' 3"e 8' 7"e 8' 7"e 7' 10"e 8' 0"e 8' 0"e 7' 6"e 7' 2"e 7' 2"e 7' 0"e 24 18' 6" 15' 10" 13' 10" 10' 8" 10' 8" 9' 1" 9' 3"e 9' 3"e 8' 3"e 8' 3"e 8' 3"e 7' 8"e 7' 6"e 7' 6"e 7' 3"e 7' 0"e 7' 0"e 6' 10"e 6' 6"e 6' 6"e 6' 6"e 5' 10"e 5' 10"e 5' 10"e 400S162-33 33 12 26' 3" 20' 10" 18' 3" 16' 2" 14' 3" 12' 0" 14' 0" 12' 11" 10' 11" 12' 7" 12' 0" 10' 1" 11' 5"e 11' 4"e 9' 6" 10' 7"e 10' 7"e 9' 1" 9' 11"e 9' 11"e 8' 8"e 8' 10"e 8' 10"e 8' 0"e 16 23' 11" 18' 11" 16' 7" 14' 0" 12' 11" 10' 11" 12' 2" 11' 9" 9' 11" 10' 10"e 10' 10"e 9' 2" 9' 11"e 9' 11"e 8' 8"e 9' 2"e 9' 2"e 8' 3"e 8' 7"e 8' 7"e 7' 10"e 7' 8"e 7' 8"e 7' 4"e 24 19' 10" 16' 7" 14' 6" 11' 5"e 11' 4"e 9' 6" 9' 11"e 9' 11"e 8' 8"e 8' 10"e 8' 10"e 8' 0"e 8' 1"e 8' 1"e 7' 7"e 7' 6"e 7' 6"e 7' 2"e 7' 0"e 7' 0"e 6' 10"e 6' 3"e 6' 3"e 6' 3"e 400S200-33 33 12 27' 9" 22' 0" 19' 3" 17' 0" 15' 0" 12' 8" 14' 9" 13' 8" 11' 6" 13' 2"e 12' 8" 10' 8" 12' 0"e 11' 11"e 10' 1" 11' 1"e 11' 1"e 9' 7"e 10' 5"e 10' 5"e 9' 2"e 9' 4"e 9' 4"e 8' 6"e 16 25' 2" 20' 0" 17' 6" 14' 9" 13' 8" 11' 6" 12' 9"e 12' 5"e 10' 5" 11' 5"e 11' 5"e 9' 8" 10' 5"e 10' 5"e 9' 2"e 9' 8"e 9' 8"e 8' 8"e 9' 0"e 9' 0"e 8' 4"e 8' 1"e 8' 1"e 7' 8"e 24 20' 10" 17' 6" 15' 3" 12' 0"e 11' 11"e 10' 1" 10' 5"e 10' 5"e 9' 2"e 9' 4"e 9' 4"e 8' 6"e 8' 6"e 8' 6"e 8' 0"e 7' 10"e 7' 10"e 7' 7"e 7' 4"e 7' 4"e 7' 3"e 6' 7"e 6' 7"e 6' 7"e "e" web stiffeners required at ends. 1. Listed span for "Double Span" tables is the distance from either end to the center of interior support, with the stud continuous past the interior support. 2. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or later ASD load combinations). For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 3. Studs must be braced against rotation and lateral movement at all supports. See typical bracing details on page 61. 4. Studs are assumed to be adequately braced at a maximum spacing of L u to develop full allowable moment. 5. Web crippling check is based on 1" of bearing at end supports and 3" of bearing at interior support. 6. Shear and web crippling capacity at end supports have not been reduced for punchouts. Shear and web crippling capacity at interior support have been reduced for the presence of punchout adjacent to the support. 7. Combined bending and shear check at interior support is based on unreinforced web per AISI S100 (Eq. C3.3.1-1). Shear capacity and combined bending and shear check at interior support have been reduced for the presence of punchouts adjacent to support. 8. See page 5 for additional table notes. www.SSMA.com26 Copyright © 2015 by the SSMA Curtain Wall Limiting Heights - Single Span Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 400S137-43 33 12 27' 4" 21' 8" 18' 11" 16' 11" 14' 9" 12' 6" 15' 4" 13' 5" 11' 4" 13' 9" 12' 6" 10' 6" 12' 7" 11' 9" 9' 11" 11' 7" 11' 2" 9' 5" 10' 10" 10' 8" 9' 0" 9' 9" 9' 9" 8' 4" 16 24' 10" 19' 8" 17' 2" 15' 4" 13' 5" 11' 4" 13' 4" 12' 2" 10' 4" 11' 11" 11' 4" 9' 7" 10' 10" 10' 8" 9' 0" 10' 1" 10' 1" 8' 6" 9' 5" 9' 5" 8' 2" 8' 5"e 8' 5"e 7' 7" 24 21' 8" 17' 2" 15' 0" 12' 7" 11' 9" 9' 11" 10' 10" 10' 8" 9' 0" 9' 9" 9' 9" 8' 4" 8' 11" 8' 11" 7' 10" 8' 3"e 8' 3"e 7' 6" 7' 8"e 7' 8"e 7' 2"e 6' 11"e 6' 11"e 6' 7"e 400S162-43 33 12 28' 7" 22' 8" 19' 10" 17' 9" 15' 6" 13' 1" 16' 1" 14' 1" 11' 10" 14' 10" 13' 1" 11' 0" 13' 6" 12' 3" 10' 4" 12' 6" 11' 8" 9' 10" 11' 9" 11' 2" 9' 5" 10' 6" 10' 4" 8' 9" 16 26' 0" 20' 7" 18' 0" 16' 1" 14' 1" 11' 10" 14' 4" 12' 9" 10' 9" 12' 10" 11' 10" 10' 0" 11' 9" 11' 2" 9' 5" 10' 10" 10' 7" 8' 11" 10' 2" 10' 2" 8' 7" 9' 1"e 9' 1"e 7' 11" 24 22' 8" 18' 0" 15' 9" 13' 6" 12' 3" 10' 4" 11' 9" 11' 2" 9' 5" 10' 6" 10' 4" 8' 9" 9' 7"e 9' 7"e 8' 3" 8' 10"e 8' 10"e 7' 10" 8' 3"e 8' 3"e 7' 6"e 7' 5"e 7' 5"e 6' 11"e 400S200-43 33 12 30' 2" 23' 11" 20' 11" 18' 8" 16' 4" 13' 9" 17' 0" 14' 10" 12' 6" 15' 9" 13' 9" 11' 7" 14' 6" 13' 0" 10' 11" 13' 5" 12' 4" 10' 5" 12' 7" 11' 9" 9' 11" 11' 3"e 10' 11" 9' 3" 16 27' 5" 21' 9" 19' 0" 17' 0" 14' 10" 12' 6" 15' 4" 13' 6" 11' 4" 13' 9" 12' 6" 10' 7" 12' 7" 11' 9" 9' 11" 11' 7" 11' 2" 9' 5" 10' 10"e 10' 8"e 9' 0" 9' 9"e 9' 9"e 8' 5"e 24 23' 11" 19' 0" 16' 7" 14' 6" 13' 0" 10' 11" 12' 7" 11' 9" 9' 11" 11' 3"e 10' 11" 9' 3" 10' 3"e 10' 3"e 8' 8" 9' 6"e 9' 6"e 8' 3"e 8' 10"e 8' 10"e 7' 11"e 7' 11"e 7' 11"e 7' 4"e 400S137-54 50 12 29' 3" 23' 2" 20' 3" 18' 1" 15' 10" 13' 4" 16' 6" 14' 5" 12' 2" 15' 3" 13' 4" 11' 3" 14' 5" 12' 7" 10' 7" 13' 8" 11' 11" 10' 1" 13' 1" 11' 5" 9' 8" 12' 2" 10' 7" 8' 11" 16 26' 7" 21' 1" 18' 5" 16' 6" 14' 5" 12' 2" 15' 0" 13' 1" 11' 0" 13' 11" 12' 2" 10' 3" 13' 1" 11' 5" 9' 8" 12' 5" 10' 10" 9' 2" 11' 10" 10' 4" 8' 9" 11' 0" 9' 8" 8' 1" 24 23' 2" 18' 5" 16' 1" 14' 5" 12' 7" 10' 7" 13' 1" 11' 5" 9' 8" 12' 2" 10' 7" 8' 11" 11' 5" 10' 0" 8' 5" 10' 10" 9' 6" 8' 0" 10' 4" 9' 1" 7' 8" 9' 3" 8' 5" 7' 1" 400S162-54 50 12 30' 8" 24' 4" 21' 3" 19' 0" 16' 7" 14' 0" 17' 3" 15' 1" 12' 9" 16' 0" 14' 0" 11' 10" 15' 1" 13' 2" 11' 1" 14' 4" 12' 6" 10' 7" 13' 8" 12' 0" 10' 1" 12' 9" 11' 1" 9' 4" 16 27' 10" 22' 1" 19' 4" 17' 3" 15' 1" 12' 9" 15' 8" 13' 8" 11' 7" 14' 7" 12' 9" 10' 9" 13' 8" 12' 0" 10' 1" 13' 0" 11' 4" 9' 7" 12' 5" 10' 10" 9' 2" 11' 7" 10' 1" 8' 6" 24 24' 4" 19' 4" 16' 10" 15' 1" 13' 2" 11' 1" 13' 8" 12' 0" 10' 1" 12' 9" 11' 1" 9' 4" 12' 0" 10' 5" 8' 10" 11' 4" 9' 11" 8' 5" 10' 10" 9' 6" 8' 0" 10' 0" 8' 10" 7' 5" 400S200-54 50 12 32' 4" 25' 8" 22' 5" 20' 1" 17' 6" 14' 9" 18' 3" 15' 11" 13' 5" 16' 11" 14' 9" 12' 6" 15' 11" 13' 11" 11' 9" 15' 1" 13' 3" 11' 2" 14' 6" 12' 8" 10' 8" 13' 5" 11' 9" 9' 11" 16 29' 5" 23' 4" 20' 5" 18' 3" 15' 11" 13' 5" 16' 7" 14' 6" 12' 2" 15' 4" 13' 5" 11' 4" 14' 6" 12' 8" 10' 8" 13' 9" 12' 0" 10' 1" 13' 2" 11' 6" 9' 8" 12' 2" 10' 8" 9' 0" 24 25' 8" 20' 5" 17' 10" 15' 11" 13' 11" 11' 9" 14' 6" 12' 8" 10' 8" 13' 5" 11' 9" 9' 11" 12' 8" 11' 0" 9' 4" 12' 0" 10' 6" 8' 10" 11' 6" 10' 0" 8' 5" 10' 6" 9' 4" 7' 10" 400S137-68 50 12 31' 3" 24' 10" 21' 8" 19' 4" 16' 11" 14' 3" 17' 7" 15' 5" 13' 0" 16' 4" 14' 3" 12' 0" 15' 5" 13' 5" 11' 4" 14' 7" 12' 9" 10' 9" 14' 0" 12' 2" 10' 4" 13' 0" 11' 4" 9' 7" 16 28' 5" 22' 7" 19' 8" 17' 7" 15' 5" 13' 0" 16' 0" 14' 0" 11' 9" 14' 10" 13' 0" 10' 11" 14' 0" 12' 2" 10' 4" 13' 3" 11' 7" 9' 9" 12' 8" 11' 1" 9' 4" 11' 9" 10' 4" 8' 8" 24 24' 10" 19' 8" 17' 2" 15' 5" 13' 5" 11' 4" 14' 0" 12' 2" 10' 4" 13' 0" 11' 4" 9' 7" 12' 2" 10' 8" 9' 0" 11' 7" 10' 2" 8' 7" 11' 1" 9' 8" 8' 2" 10' 4" 9' 0" 7' 7" 400S162-68 50 12 32' 10" 26' 0" 22' 9" 20' 4" 17' 9" 15' 0" 18' 6" 16' 2" 13' 7" 17' 2" 15' 0" 12' 8" 16' 2" 14' 1" 11' 11" 15' 4" 13' 5" 11' 4" 14' 8" 12' 10" 10' 10" 13' 7" 11' 11" 10' 0" 16 29' 10" 23' 8" 20' 8" 18' 6" 16' 2" 13' 7" 16' 9" 14' 8" 12' 4" 15' 7" 13' 7" 11' 6" 14' 8" 12' 10" 10' 10" 13' 11" 12' 2" 10' 3" 13' 4" 11' 8" 9' 10" 12' 4" 10' 10" 9' 1" 24 26' 0" 20' 8" 18' 1" 16' 2" 14' 1" 11' 11" 14' 8" 12' 10" 10' 10" 13' 7" 11' 11" 10' 0" 12' 10" 11' 2" 9' 5" 12' 2" 10' 8" 9' 0" 11' 8" 10' 2" 8' 7" 10' 10" 9' 5" 8' 0" 400S200-68 50 12 34' 8" 27' 6" 24' 0" 21' 6" 18' 9" 15' 10" 19' 6" 17' 1" 14' 5" 18' 1" 15' 10" 13' 4" 17' 1" 14' 11" 12' 7" 16' 2" 14' 2" 11' 11" 15' 6" 13' 6" 11' 5" 14' 5" 12' 7" 10' 7" 16 31' 6" 25' 0" 21' 10" 19' 6" 17' 1" 14' 5" 17' 9" 15' 6" 13' 1" 16' 6" 14' 5" 12' 2" 15' 6" 13' 6" 11' 5" 14' 9" 12' 10" 10' 10" 14' 1" 12' 4" 10' 4" 13' 1" 11' 5" 9' 8" 24 27' 6" 21' 10" 19' 1" 17' 1" 14' 11" 12' 7" 15' 6" 13' 6" 11' 5" 14' 5" 12' 7" 10' 7" 13' 6" 11' 10" 10' 0" 12' 10" 11' 3" 9' 6" 12' 4" 10' 9" 9' 1" 11' 5" 10' 0" 8' 5" 550S162-33 33 12 33' 8" 26' 9" 23' 4" 19' 7" 18' 3" 15' 5" 16' 11"e 16' 7"e 14' 0" 15' 2"e 15' 2"e 13' 0"e 13' 10"e 13' 10"e 12' 3"e 12' 10"e 12' 10"e 11' 7"e 12' 0"e 12' 0"e 11' 1"e 10' 9"e 10' 9"e 10' 4"e 16 29' 4" 24' 4" 21' 3" 16' 11"e 16' 7"e 14' 0" 14' 8"e 14' 8"e 12' 8"e 13' 2"e 13' 2"e 11' 9"e 12' 0"e 12' 0"e 11' 1"e 11' 1"e 11' 1"e 10' 6"e 10' 5"e 10' 5"e 10' 1"e 9' 3"e 9' 3"e 9' 3"e 24 24' 0" 21' 3" 18' 6" 13' 10"e 13' 10"e 12' 3"e 12' 0"e 12' 0"e 11' 1"e 10' 9"e 10' 9"e 10' 4"e 9' 9"e 9' 9"e 9' 8"e 9' 1"e 9' 1"e 9' 1"e 8' 6"e 8' 6"e 8' 6"e 7' 7"e 7' 7"e 7' 7"e 550S162-43 33 12 36' 8" 29' 1" 25' 5" 22' 9" 19' 10" 16' 9" 20' 8" 18' 1" 15' 3" 18' 9" 16' 9" 14' 2" 17' 1" 15' 9" 13' 4" 15' 10"e 15' 0" 12' 8" 14' 10"e 14' 4"e 12' 1" 13' 3"e 13' 3"e 11' 3"e 16 33' 4" 26' 5" 23' 1" 20' 8" 18' 1" 15' 3" 18' 1" 16' 5" 13' 10" 16' 3"e 15' 3" 12' 10" 14' 10"e 14' 4"e 12' 1" 13' 8"e 13' 7"e 11' 6"e 12' 10"e 12' 10"e 11' 0"e 11' 6"e 11' 6"e 10' 2"e 24 29' 1" 23' 1" 20' 2" 17' 1" 15' 9" 13' 4" 14' 10"e 14' 4"e 12' 1" 13' 3"e 13' 3"e 11' 3"e 12' 1"e 12' 1"e 10' 7"e 11' 2"e 11' 2"e 10' 0"e 10' 6"e 10' 6"e 9' 7"e 9' 4"e 9' 4"e 8' 11"e 550S162-54 50 12 39' 4" 31' 3" 27' 3" 24' 5" 21' 4" 18' 0" 22' 2" 19' 4" 16' 4" 20' 7" 18' 0" 15' 2" 19' 4" 16' 11" 14' 3" 18' 5" 16' 1" 13' 7" 17' 7" 15' 4" 13' 0" 16' 4" 14' 3" 12' 0" 16 35' 9" 28' 5" 24' 9" 22' 2" 19' 4" 16' 4" 20' 2" 17' 7" 14' 10" 18' 8" 16' 4" 13' 9" 17' 7" 15' 4" 13' 0" 16' 8" 14' 7" 12' 4" 16' 0" 14' 0" 11' 9" 14' 10" 13' 0" 10' 11" 24 31' 3" 24' 9" 21' 8" 19' 4" 16' 11" 14' 3" 17' 7" 15' 4" 13' 0" 16' 4" 14' 3" 12' 0" 15' 4" 13' 5" 11' 4" 14' 7" 12' 9" 10' 9" 14' 0" 12' 2" 10' 3" 12' 6"e 11' 4" 9' 7" 550S162-68 50 12 42' 2" 33' 6" 29' 3" 26' 2" 22' 10" 19' 3" 23' 9" 20' 9" 17' 6" 22' 1" 19' 3" 16' 3" 20' 9" 18' 2" 15' 3" 19' 9" 17' 3" 14' 6" 18' 10" 16' 6" 13' 11" 17' 6" 15' 3" 12' 11" 16 38' 4" 30' 5" 26' 7" 23' 9" 20' 9" 17' 6" 21' 7" 18' 10" 15' 11" 20' 0" 17' 6" 14' 9" 18' 10" 16' 6" 13' 11" 17' 11" 15' 8" 13' 2" 17' 2" 15' 0" 12' 7" 15' 11" 13' 11" 11' 9" 24 33' 6" 26' 7" 23' 3" 20' 9" 18' 2" 15' 3" 18' 10" 16' 6" 13' 11" 17' 6" 15' 3" 12' 11" 16' 6" 14' 5" 12' 2" 15' 8" 13' 8" 11' 6" 15' 0" 13' 1" 11' 0" 13' 11" 12' 2" 10' 3" 600S137-33 33 12 33' 0" 27' 6" 24' 0" 19' 1" 18' 9" 15' 10" 16' 6"e 16' 6"e 14' 4" 14' 9"e 14' 9"e 13' 4"e 13' 6"e 13' 6"e 12' 7"e 12' 6"e 12' 6"e 11' 11"e 11' 8"e 11' 8"e 11' 5"e 10' 5"e 10' 5"e 10' 5"e 16 28' 7" 24' 11" 21' 10" 16' 6"e 16' 6"e 14' 4" 14' 4"e 14' 4"e 13' 1"e 12' 10"e 12' 10"e 12' 1"e 11' 8"e 11' 8"e 11' 5"e 10' 10"e 10' 10"e 10' 10"e 10' 1"e 10' 1"e 10' 1"e 9' 1"e 9' 1"e 9' 1"e 24 23' 4" 21' 9" 19' 1" 13' 6"e 13' 6"e 12' 7"e 11' 8"e 11' 8"e 11' 5"e 10' 5"e 10' 5"e 10' 5"e 9' 6"e 9' 6"e 9' 6"e 8' 10"e 8' 10"e 8' 10"e 8' 3"e 8' 3"e 8' 3"e 7' 5"e 7' 5"e 7' 5"e 600S162-33 33 12 35' 6" 28' 8" 25' 0" 20' 6"e 19' 6" 16' 6" 17' 9"e 17' 9"e 15' 0" 15' 11"e 15' 11"e 13' 11"e 14' 6"e 14' 6"e 13' 1"e 13' 5"e 13' 5"e 12' 5"e 12' 7"e 12' 7"e 11' 11"e 11' 3"e 11' 3"e 11' 0"e 16 30' 9" 26' 0" 22' 9" 17' 9"e 17' 9"e 15' 0" 15' 5"e 15' 5"e 13' 7"e 13' 9"e 13' 9"e 12' 8"e 12' 7"e 12' 7"e 11' 11"e 11' 8"e 11' 8"e 11' 3"e 10' 11"e 10' 11"e 10' 10"e 9' 9"e 9' 9"e 9' 9"e 24 25' 1" 22' 9" 19' 10" 14' 6"e 14' 6"e 13' 1"e 12' 7"e 12' 7"e 11' 11"e 11' 3"e 11' 3"e 11' 0"e 10' 3"e 10' 3"e 10' 3"e 9' 6"e 9' 6"e 9' 6"e 8' 11"e 8' 11"e 8' 11"e 7' 11"e 7' 11"e 7' 11"e 600S200-33 33 12 37' 11" 30' 1" 26' 3" 21' 10"e 20' 6"e 17' 4" 18' 11"e 18' 8"e 15' 9"e 16' 11"e 16' 11"e 14' 7"e 15' 6"e 15' 6"e 13' 9"e 14' 4"e 14' 4"e 13' 1"e 13' 5"e 13' 5"e 12' 6"e 12' 0"e 12' 0"e 11' 7"e 16 32' 10" 27' 4" 23' 10" 18' 11"e 18' 8"e 15' 9"e 16' 5"e 16' 5"e 14' 3"e 14' 8"e 14' 8"e 13' 3"e 13' 5"e 13' 5"e 12' 6"e 12' 5"e 12' 5"e 11' 10"e 11' 7"e 11' 7"e 11' 4"e 10' 4"e 10' 4"e 10' 4"e 24 26' 9" 23' 10" 20' 10" 15' 6"e 15' 6"e 13' 9"e 13' 5"e 13' 5"e 12' 6"e 12' 0"e 12' 0"e 11' 7"e 10' 11"e 10' 11"e 10' 11"e 10' 1"e 10' 1"e 10' 1"e 9' 6"e 9' 6"e 9' 6"e 8' 6"e 8' 6"e 8' 6"e 600S137-43 33 12 37' 8" 29' 11" 26' 2" 22' 11" 20' 5" 17' 3" 19' 10" 18' 6" 15' 8" 17' 9" 17' 3" 14' 6" 16' 2" 16' 2" 13' 8" 15' 0"e 15' 0"e 13' 0" 14' 0"e 14' 0"e 12' 5" 12' 7"e 12' 7"e 11' 6"e 16 34' 3" 27' 2" 23' 9" 19' 10" 18' 6" 15' 8" 17' 2" 16' 10" 14' 2" 15' 5" 15' 5" 13' 2" 14' 0"e 14' 0"e 12' 5" 13' 0"e 13' 0"e 11' 9"e 12' 2"e 12' 2"e 11' 3"e 10' 10"e 10' 10"e 10' 6"e 24 28' 1" 23' 9" 20' 9" 16' 2" 16' 2" 13' 8" 14' 0"e 14' 0"e 12' 5" 12' 7"e 12' 7"e 11' 6"e 11' 6"e 11' 6"e 10' 10"e 10' 7"e 10' 7"e 10' 4"e 9' 11"e 9' 11"e 9' 10"e 8' 11"e 8' 11"e 8' 11"e 600S162-43 33 12 39' 4" 31' 2" 27' 3" 24' 4" 21' 3" 17' 11" 21' 11" 19' 4" 16' 4" 19' 8" 17' 11" 15' 2" 17' 11"e 16' 11" 14' 3" 16' 7"e 16' 1"e 13' 6" 15' 6"e 15' 4"e 12' 11" 13' 11"e 13' 11"e 12' 0"e 16 35' 9" 28' 4" 24' 9" 21' 11" 19' 4" 16' 4" 19' 0" 17' 7" 14' 10" 17' 0"e 16' 4"e 13' 9" 15' 6"e 15' 4"e 12' 11" 14' 4"e 14' 4"e 12' 4"e 13' 5"e 13' 5"e 11' 9"e 12' 0"e 12' 0"e 10' 11"e 24 31' 1" 24' 9" 21' 8" 17' 11"e 16' 11" 14' 3" 15' 6"e 15' 4"e 12' 11" 13' 11"e 13' 11"e 12' 0"e 12' 8"e 12' 8"e 11' 4"e 11' 9"e 11' 9"e 10' 9"e 11' 0"e 11' 0"e 10' 3"e 9' 10"e 9' 10"e 9' 6"e 600S200-43 33 12 41' 3" 32' 9" 28' 7" 25' 7" 22' 4" 18' 10" 22' 8" 20' 4" 17' 2" 20' 3" 18' 10" 15' 11" 18' 6"e 17' 9"e 15' 0" 17' 1"e 16' 10"e 14' 3" 16' 0"e 16' 0"e 13' 7"e 14' 4"e 14' 4"e 12' 7"e 16 37' 6" 29' 9" 26' 0" 22' 8" 20' 4" 17' 2" 19' 7"e 18' 5" 15' 7" 17' 7"e 17' 2"e 14' 5" 16' 0"e 16' 0"e 13' 7"e 14' 10"e 14' 10"e 12' 11"e 13' 10"e 13' 10"e 12' 4"e 12' 5"e 12' 5"e 11' 6"e 24 32' 0" 26' 0" 22' 9" 18' 6"e 17' 9"e 15' 0" 16' 0"e 16' 0"e 13' 7"e 14' 4"e 14' 4"e 12' 7"e 13' 1"e 13' 1"e 11' 11"e 12' 1"e 12' 1"e 11' 3"e 11' 4"e 11' 4"e 10' 9"e 10' 2"e 10' 2"e 10' 0"e 600S137-54 50 12 40' 5" 32' 1" 28' 0" 25' 1" 21' 11" 18' 5" 22' 9" 19' 11" 16' 9" 21' 2" 18' 5" 15' 7" 19' 11" 17' 4" 14' 8" 18' 11" 16' 6" 13' 11" 18' 1" 15' 9" 13' 4" 16' 9" 14' 8" 12' 4" 16 36' 9" 29' 2" 25' 6" 22' 9" 19' 11" 16' 9" 20' 8" 18' 1" 15' 3" 19' 2" 16' 9" 14' 2" 18' 1" 15' 9" 13' 4" 17' 2" 15' 0" 12' 8" 16' 4" 14' 4" 12' 1" 14' 7" 13' 4" 11' 3" 24 32' 1" 25' 6" 22' 3" 19' 11" 17' 4" 14' 8" 18' 1" 15' 9" 13' 4" 16' 9" 14' 8" 12' 4" 15' 4" 13' 9" 11' 8" 14' 3" 13' 1" 11' 1" 13' 4" 12' 6" 10' 7" 11' 11" 11' 8" 9' 10" 600S162-54 50 12 42' 2" 33' 6" 29' 3" 26' 2" 22' 10" 19' 3" 23' 9" 20' 9" 17' 6" 22' 1" 19' 3" 16' 3" 20' 9" 18' 1" 15' 3" 19' 8" 17' 3" 14' 6" 18' 10" 16' 6" 13' 11" 17' 6" 15' 3" 12' 11" 16 38' 4" 30' 5" 26' 7" 23' 9" 20' 9" 17' 6" 21' 7" 18' 10" 15' 11" 20' 0" 17' 6" 14' 9" 18' 10" 16' 6" 13' 11" 17' 11" 15' 8" 13' 2" 17' 2" 15' 0" 12' 7" 15' 11" 13' 11" 11' 9" 24 33' 6" 26' 7" 23' 3" 20' 9" 18' 1" 15' 3" 18' 10" 16' 6" 13' 11" 17' 6" 15' 3" 12' 11" 16' 6" 14' 5" 12' 2" 15' 8" 13' 8" 11' 6" 14' 8" 13' 1" 11' 0" 13' 2"e 12' 2"e 10' 3" 600S200-54 50 12 44' 4" 35' 2" 30' 9" 27' 6" 24' 0" 20' 3" 24' 11" 21' 10" 18' 5" 23' 2" 20' 3" 17' 1" 21' 10" 19' 1" 16' 1" 20' 9" 18' 1" 15' 3" 19' 10" 17' 4" 14' 7" 18' 5" 16' 1" 13' 7" 16 40' 3" 32' 0" 27' 11" 24' 11" 21' 10" 18' 5" 22' 8" 19' 10" 16' 8" 21' 1" 18' 5" 15' 6" 19' 10" 17' 4" 14' 7" 18' 10" 16' 5" 13' 10" 18' 0" 15' 9" 13' 3" 16' 7" 14' 7" 12' 4" 24 35' 2" 27' 11" 24' 5" 21' 10" 19' 1" 16' 1" 19' 10" 17' 4" 14' 7" 18' 5" 16' 1" 13' 7" 17' 4" 15' 1" 12' 9" 16' 2" 14' 4" 12' 1" 15' 1"e 13' 9" 11' 7" 13' 6"e 12' 9"e 10' 9" 600S137-68 50 12 43' 4" 34' 4" 30' 0" 26' 10" 23' 5" 19' 9" 24' 5" 21' 4" 18' 0" 22' 8" 19' 9" 16' 8" 21' 4" 18' 7" 15' 8" 20' 3" 17' 8" 14' 11" 19' 4" 16' 11" 14' 3" 18' 0" 15' 8" 13' 3" 16 39' 4" 31' 3" 27' 3" 24' 5" 21' 4" 18' 0" 22' 2" 19' 4" 16' 4" 20' 7" 18' 0" 15' 2" 19' 4" 16' 11" 14' 3" 18' 5" 16' 1" 13' 7" 17' 7" 15' 4" 12' 11" 16' 4" 14' 3" 12' 0" 24 34' 4" 27' 3" 23' 10" 21' 4" 18' 7" 15' 8" 19' 4" 16' 11" 14' 3" 18' 0" 15' 8" 13' 3" 16' 11" 14' 9" 12' 5" 16' 1" 14' 0" 11' 10" 15' 4" 13' 5" 11' 4" 13' 11" 12' 5" 10' 6" 600S162-68 50 12 45' 3" 35' 11" 31' 4" 28' 0" 24' 6" 20' 8" 25' 6" 22' 3" 18' 9" 23' 8" 20' 8" 17' 5" 22' 3" 19' 5" 16' 5" 21' 2" 18' 5" 15' 7" 20' 2" 17' 8" 14' 11" 18' 9" 16' 5" 13' 10" 16 41' 1" 32' 7" 28' 6" 25' 6" 22' 3" 18' 9" 23' 2" 20' 2" 17' 1" 21' 6" 18' 9" 15' 10" 20' 2" 17' 8" 14' 11" 19' 2" 16' 9" 14' 2" 18' 4" 16' 0" 13' 6" 17' 1" 14' 11" 12' 7" 24 35' 11" 28' 6" 24' 11" 22' 3" 19' 5" 16' 5" 20' 2" 17' 8" 14' 11" 18' 9" 16' 5" 13' 10" 17' 8" 15' 5" 13' 0" 16' 9" 14' 8" 12' 4" 16' 0" 14' 0" 11' 10" 14' 11" 13' 0" 11' 0" "e" web stiffeners required at ends. See Table Notes on page 25. www.SSMA.com 27Complies With 2009, 2012 and 2015 IBC Curtain Wall Limiting Heights - Single Span Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 600S200-68 50 12 47' 7" 37' 9" 33' 0" 29' 6" 25' 9" 21' 9" 26' 9" 23' 5" 19' 9" 24' 10" 21' 9" 18' 4" 23' 5" 20' 5" 17' 3" 22' 3" 19' 5" 16' 4" 21' 3" 18' 7" 15' 8" 19' 9" 17' 3" 14' 6" 16 43' 2" 34' 3" 29' 11" 26' 9" 23' 5" 19' 9" 24' 4" 21' 3" 17' 11" 22' 7" 19' 9" 16' 8" 21' 3" 18' 7" 15' 8" 20' 2" 17' 8" 14' 11" 19' 4" 16' 10" 14' 3" 17' 11" 15' 8" 13' 2" 24 37' 9" 29' 11" 26' 2" 23' 5" 20' 5" 17' 3" 21' 3" 18' 7" 15' 8" 19' 9" 17' 3" 14' 6" 18' 7" 16' 3" 13' 8" 17' 8" 15' 5" 13' 0" 16' 10" 14' 9" 12' 5" 15' 8" 13' 8" 11' 6" 600S137-97 50 12 47' 11" 38' 0" 33' 2" 29' 8" 25' 11" 21' 10" 27' 0" 23' 7" 19' 10" 25' 0" 21' 10" 18' 5" 23' 7" 20' 7" 17' 4" 22' 5" 19' 7" 16' 6" 21' 5" 18' 8" 15' 9" 19' 10" 17' 4" 14' 8" 16 43' 6" 34' 6" 30' 2" 27' 0" 23' 7" 19' 10" 24' 6" 21' 5" 18' 1" 22' 9" 19' 10" 16' 9" 21' 5" 18' 8" 15' 9" 20' 4" 17' 9" 15' 0" 19' 5" 17' 0" 14' 4" 18' 1" 15' 9" 13' 4" 24 38' 0" 30' 2" 26' 4" 23' 7" 20' 7" 17' 4" 21' 5" 18' 8" 15' 9" 19' 10" 17' 4" 14' 8" 18' 8" 16' 4" 13' 9" 17' 9" 15' 6" 13' 1" 17' 0" 14' 10" 12' 6" 15' 9" 13' 9" 11' 7" 600S162-97 50 12 50' 1" 39' 9" 34' 9" 31' 1" 27' 2" 22' 11" 28' 3" 24' 8" 20' 9" 26' 2" 22' 11" 19' 4" 24' 8" 21' 6" 18' 2" 23' 5" 20' 5" 17' 3" 22' 5" 19' 7" 16' 6" 20' 9" 18' 2" 15' 4" 16 45' 6" 36' 2" 31' 7" 28' 3" 24' 8" 20' 9" 25' 8" 22' 5" 18' 11" 23' 10" 20' 9" 17' 6" 22' 5" 19' 7" 16' 6" 21' 3" 18' 7" 15' 8" 20' 4" 17' 9" 15' 0" 18' 11" 16' 6" 13' 11" 24 39' 9" 31' 7" 27' 7" 24' 8" 21' 6" 18' 2" 22' 5" 19' 7" 16' 6" 20' 9" 18' 2" 15' 4" 19' 7" 17' 1" 14' 5" 18' 7" 16' 3" 13' 8" 17' 9" 15' 6" 13' 1" 16' 6" 14' 5" 12' 2" 600S200-97 50 12 52' 10" 41' 11" 36' 7" 32' 9" 28' 7" 24' 1" 29' 9" 26' 0" 21' 11" 27' 7" 24' 1" 20' 4" 26' 0" 22' 8" 19' 2" 24' 8" 21' 7" 18' 2" 23' 7" 20' 7" 17' 5" 21' 11" 19' 2" 16' 2" 16 48' 0" 38' 1" 33' 3" 29' 9" 26' 0" 21' 11" 27' 0" 23' 7" 19' 11" 25' 1" 21' 11" 18' 6" 23' 7" 20' 7" 17' 5" 22' 5" 19' 7" 16' 6" 21' 5" 18' 9" 15' 10" 19' 11" 17' 5" 14' 8" 24 41' 11" 33' 3" 29' 1" 26' 0" 22' 8" 19' 2" 23' 7" 20' 7" 17' 5" 21' 11" 19' 2" 16' 2" 20' 7" 18' 0" 15' 2" 19' 7" 17' 1" 14' 5" 18' 9" 16' 4" 13' 10" 17' 5" 15' 2" 12' 10" 600S162-118 50 12 52' 11" 42' 0" 36' 8" 32' 10" 28' 8" 24' 2" 29' 10" 26' 0" 21' 11" 27' 8" 24' 2" 20' 5" 26' 0" 22' 9" 19' 2" 24' 9" 21' 7" 18' 3" 23' 8" 20' 8" 17' 5" 21' 11" 19' 2" 16' 2" 16 48' 1" 38' 2" 33' 4" 29' 10" 26' 0" 21' 11" 27' 1" 23' 8" 19' 11" 25' 2" 21' 11" 18' 6" 23' 8" 20' 8" 17' 5" 22' 6" 19' 8" 16' 7" 21' 6" 18' 9" 15' 10" 19' 11" 17' 5" 14' 8" 24 42' 0" 33' 4" 29' 1" 26' 0" 22' 9" 19' 2" 23' 8" 20' 8" 17' 5" 21' 11" 19' 2" 16' 2" 20' 8" 18' 1" 15' 3" 19' 8" 17' 2" 14' 6" 18' 9" 16' 5" 13' 10" 17' 5" 15' 3" 12' 10" 600S200-118 50 12 55' 10" 44' 4" 38' 9" 34' 7" 30' 3" 25' 6" 31' 5" 27' 6" 23' 2" 29' 2" 25' 6" 21' 6" 27' 6" 24' 0" 20' 3" 26' 1" 22' 10" 19' 3" 25' 0" 21' 10" 18' 5" 23' 2" 20' 3" 17' 1" 16 50' 9" 40' 3" 35' 2" 31' 5" 27' 6" 23' 2" 28' 7" 25' 0" 21' 1" 26' 6" 23' 2" 19' 7" 25' 0" 21' 10" 18' 5" 23' 9" 20' 9" 17' 6" 22' 8" 19' 10" 16' 9" 21' 1" 18' 5" 15' 6" 24 44' 4" 35' 2" 30' 9" 27' 6" 24' 0" 20' 3" 25' 0" 21' 10" 18' 5" 23' 2" 20' 3" 17' 1" 21' 10" 19' 1" 16' 1" 20' 9" 18' 1" 15' 3" 19' 10" 17' 4" 14' 7" 18' 5" 16' 1" 13' 7" 800S137-43 33 12 45' 10" 37' 10" 33' 1" 26' 6" 25' 10" 21' 9" 22' 11" 22' 11" 19' 9" 20' 6"e 20' 6"e 18' 4" 18' 9"e 18' 9"e 17' 3"e 17' 4"e 17' 4"e 16' 5"e 16' 3"e 16' 3"e 15' 8"e 14' 6"e 14' 6"e 14' 6"e 16 39' 9" 34' 4" 30' 0" 22' 11" 22' 11" 19' 9" 19' 10"e 19' 10"e 18' 0" 17' 9"e 17' 9"e 16' 8"e 16' 3"e 16' 3"e 15' 8"e 15' 0"e 15' 0"e 14' 11"e 14' 1"e 14' 1"e 14' 1"e 12' 7"e 12' 7"e 12' 7"e 24 32' 5" 29' 11" 26' 3" 18' 9"e 18' 9"e 17' 3"e 16' 3"e 16' 3"e 15' 8"e 14' 6"e 14' 6"e 14' 6"e 13' 3"e 13' 3"e 13' 3"e 12' 3"e 12' 3"e 12' 3"e 11' 6"e 11' 6"e 11' 6"e 10' 3"e 10' 3"e 10' 3"e 800S162-43 33 12 49' 2" 39' 4" 34' 4" 28' 6" 26' 10" 22' 7" 24' 9"e 24' 4" 20' 7" 22' 1"e 22' 1"e 19' 1" 20' 2"e 20' 2"e 17' 11"e 18' 8"e 18' 8"e 17' 1"e 17' 6"e 17' 6"e 16' 4"e 15' 8"e 15' 8"e 15' 2"e 16 42' 10" 35' 8" 31' 2" 24' 9"e 24' 4" 20' 7" 21' 5"e 21' 5"e 18' 8"e 19' 2"e 19' 2"e 17' 4"e 17' 6"e 17' 6"e 16' 4"e 16' 2"e 16' 2"e 15' 6"e 15' 2"e 15' 2"e 14' 10"e 13' 6"e 13' 6"e 13' 6"e 24 34' 11" 31' 1" 27' 3" 20' 2"e 20' 2"e 17' 11"e 17' 6"e 17' 6"e 16' 4"e 15' 8"e 15' 8"e 15' 2"e 14' 3"e 14' 3"e 14' 3"e 13' 3"e 13' 3"e 13' 3"e 12' 4"e 12' 4"e 12' 4"e 11' 1"e 11' 1"e 11' 1"e 800S200-43 33 12 51' 10" 41' 1" 35' 11" 30' 6" 28' 1" 23' 8" 26' 5"e 25' 6"e 21' 6" 23' 8"e 23' 8"e 19' 11"e 21' 7"e 21' 7"e 18' 9"e 20' 0"e 20' 0"e 17' 10"e 18' 8"e 18' 8"e 17' 1"e 16' 9"e 16' 9"e 15' 10"e 16 45' 10" 37' 4" 32' 8" 26' 5"e 25' 6"e 21' 6" 22' 11"e 22' 11"e 19' 6"e 20' 6"e 20' 6"e 18' 2"e 18' 8"e 18' 8"e 17' 1"e 17' 4"e 17' 4"e 16' 2"e 16' 2"e 16' 2"e 15' 6"e 14' 6"e 14' 6"e 14' 5"e 24 37' 5" 32' 8" 28' 6" 21' 7"e 21' 7"e 18' 9"e 18' 8"e 18' 8"e 17' 1"e 16' 9"e 16' 9"e 15' 10"e 15' 3"e 15' 3"e 14' 11"e 14' 2"e 14' 2"e 14' 2"e 13' 3"e 13' 3"e 13' 3"e 11' 10"e 11' 10"e 11' 10"e 800S137-54 50 12 51' 2" 40' 7" 35' 6" 31' 9" 27' 8" 23' 4" 28' 10" 25' 2" 21' 3" 26' 9" 23' 4" 19' 9" 25' 2" 22' 0" 18' 7" 23' 3" 20' 11" 17' 7" 21' 9" 20' 0" 16' 10" 19' 6" 18' 7" 15' 8" 16 46' 5" 36' 11" 32' 3" 28' 10" 25' 2" 21' 3" 26' 2" 22' 10" 19' 3" 23' 10" 21' 3" 17' 11" 21' 9" 20' 0" 16' 10" 20' 2" 19' 0" 16' 0" 18' 10" 18' 2" 15' 4" 16' 10" 16' 10" 14' 3" 24 40' 6" 32' 3" 28' 2" 25' 2" 22' 0" 18' 7" 21' 9" 20' 0" 16' 10" 19' 6" 18' 7" 15' 8" 17' 9" 17' 5" 14' 9" 16' 6"e 16' 6"e 14' 0" 15' 5"e 15' 5"e 13' 4" 13' 9"e 13' 9"e 12' 5"e 800S162-54 50 12 53' 2" 42' 3" 36' 10" 33' 0" 28' 10" 24' 3" 29' 11" 26' 2" 22' 1" 27' 10" 24' 3" 20' 6" 26' 2" 22' 10" 19' 3" 24' 10" 21' 9" 18' 4" 23' 5" 20' 9" 17' 6" 20' 11" 19' 3" 16' 3" 16 48' 4" 38' 4" 33' 6" 29' 11" 26' 2" 22' 1" 27' 3" 23' 9" 20' 1" 25' 3" 22' 1" 18' 7" 23' 5" 20' 9" 17' 6" 21' 8" 19' 9" 16' 8" 20' 3" 18' 10" 15' 11" 18' 1"e 17' 6"e 14' 9" 24 42' 1" 33' 6" 29' 3" 26' 2" 22' 10" 19' 3" 23' 5" 20' 9" 17' 6" 20' 11" 19' 3" 16' 3" 19' 1" 18' 2" 15' 4" 17' 8"e 17' 3"e 14' 6" 16' 6"e 16' 6"e 13' 11" 14' 9"e 14' 9"e 12' 11"e 800S200-54 50 12 55' 8" 44' 2" 38' 7" 34' 6" 30' 2" 25' 5" 31' 4" 27' 5" 23' 1" 29' 1" 25' 5" 21' 5" 27' 5" 23' 11" 20' 2" 26' 0" 22' 9" 19' 2" 24' 10" 21' 9" 18' 4" 22' 4" 20' 2" 17' 0" 16 50' 7" 40' 2" 35' 1" 31' 4" 27' 5" 23' 1" 28' 6" 24' 10" 21' 0" 26' 5" 23' 1" 19' 6" 24' 10" 21' 9" 18' 4" 23' 1" 20' 8" 17' 5" 21' 7"e 19' 9" 16' 8" 19' 4"e 18' 4"e 15' 5" 24 44' 2" 35' 1" 30' 8" 27' 5" 23' 11" 20' 2" 24' 10" 21' 9" 18' 4" 22' 4" 20' 2" 17' 0" 20' 5"e 19' 0" 16' 0" 18' 10"e 18' 0"e 15' 2" 17' 8"e 17' 3"e 14' 7"e 15' 9"e 15' 9"e 13' 6"e 800S137-68 50 12 54' 11" 43' 7" 38' 1" 34' 0" 29' 9" 25' 1" 30' 11" 27' 0" 22' 9" 28' 8" 25' 1" 21' 2" 27' 0" 23' 7" 19' 11" 25' 8" 22' 5" 18' 11" 24' 6" 21' 5" 18' 1" 22' 9" 19' 11" 16' 9" 16 49' 10" 39' 7" 34' 7" 30' 11" 27' 0" 22' 9" 28' 1" 24' 6" 20' 8" 26' 1" 22' 9" 19' 2" 24' 6" 21' 5" 18' 1" 23' 4" 20' 4" 17' 2" 22' 3" 19' 6" 16' 5" 19' 11" 18' 1" 15' 3" 24 43' 7" 34' 7" 30' 2" 27' 0" 23' 7" 19' 11" 24' 6" 21' 5" 18' 1" 22' 9" 19' 11" 16' 9" 21' 0" 18' 9" 15' 9" 19' 5" 17' 9" 15' 0" 18' 2" 17' 0" 14' 4" 16' 3" 15' 9" 13' 4" 800S162-68 50 12 57' 1" 45' 4" 39' 7" 35' 4" 30' 11" 26' 1" 32' 2" 28' 1" 23' 8" 29' 10" 26' 1" 22' 0" 28' 1" 24' 6" 20' 8" 26' 8" 23' 4" 19' 8" 25' 6" 22' 3" 18' 10" 23' 8" 20' 8" 17' 5" 16 51' 10" 41' 2" 35' 11" 32' 2" 28' 1" 23' 8" 29' 2" 25' 6" 21' 6" 27' 1" 23' 8" 20' 0" 25' 6" 22' 3" 18' 10" 24' 3" 21' 2" 17' 10" 23' 2" 20' 3" 17' 1" 21' 3" 18' 10" 15' 10" 24 45' 4" 35' 11" 31' 5" 28' 1" 24' 6" 20' 8" 25' 6" 22' 3" 18' 10" 23' 8" 20' 8" 17' 5" 22' 3" 19' 6" 16' 5" 20' 9" 18' 6" 15' 7" 19' 5" 17' 8" 14' 11" 17' 4" 16' 5" 13' 10" 800S200-68 50 12 59' 9" 47' 5" 41' 5" 37' 0" 32' 4" 27' 4" 33' 8" 29' 5" 24' 10" 31' 3" 27' 4" 23' 0" 29' 5" 25' 8" 21' 8" 27' 11" 24' 5" 20' 7" 26' 9" 23' 4" 19' 8" 24' 10" 21' 8" 18' 3" 16 54' 4" 43' 1" 37' 8" 33' 8" 29' 5" 24' 10" 30' 7" 26' 9" 22' 6" 28' 5" 24' 10" 20' 11" 26' 9" 23' 4" 19' 8" 25' 4" 22' 2" 18' 8" 24' 3" 21' 2" 17' 11" 22' 6" 19' 8" 16' 7" 24 47' 5" 37' 8" 32' 11" 29' 5" 25' 8" 21' 8" 26' 9" 23' 4" 19' 8" 24' 10" 21' 8" 18' 3" 23' 4" 20' 5" 17' 2" 22' 2" 19' 4" 16' 4" 21' 2" 18' 6" 15' 7" 19' 1"e 17' 2" 14' 6" 800S137-97 50 12 60' 10" 48' 4" 42' 2" 37' 9" 32' 11" 27' 10" 34' 3" 29' 11" 25' 3" 31' 10" 27' 10" 23' 5" 29' 11" 26' 2" 22' 1" 28' 5" 24' 10" 20' 11" 27' 2" 23' 9" 20' 1" 25' 3" 22' 1" 18' 7" 16 55' 4" 43' 11" 38' 4" 34' 3" 29' 11" 25' 3" 31' 2" 27' 2" 22' 11" 28' 11" 25' 3" 21' 4" 27' 2" 23' 9" 20' 1" 25' 10" 22' 7" 19' 0" 24' 9" 21' 7" 18' 3" 22' 11" 20' 1" 16' 11" 24 48' 4" 38' 4" 33' 6" 29' 11" 26' 2" 22' 1" 27' 2" 23' 9" 20' 1" 25' 3" 22' 1" 18' 7" 23' 9" 20' 9" 17' 6" 22' 7" 19' 9" 16' 8" 21' 7" 18' 10" 15' 11" 20' 1" 17' 6" 14' 9" 800S162-97 50 12 63' 5" 50' 4" 43' 11" 39' 3" 34' 4" 28' 11" 35' 8" 31' 2" 26' 4" 33' 2" 28' 11" 24' 5" 31' 2" 27' 3" 23' 0" 29' 7" 25' 11" 21' 10" 28' 4" 24' 9" 20' 10" 26' 4" 23' 0" 19' 5" 16 57' 7" 45' 9" 39' 11" 35' 8" 31' 2" 26' 4" 32' 5" 28' 4" 23' 11" 30' 1" 26' 4" 22' 2" 28' 4" 24' 9" 20' 10" 26' 11" 23' 6" 19' 10" 25' 9" 22' 6" 19' 0" 23' 11" 20' 10" 17' 7" 24 50' 4" 39' 11" 34' 11" 31' 2" 27' 3" 23' 0" 28' 4" 24' 9" 20' 10" 26' 4" 23' 0" 19' 5" 24' 9" 21' 7" 18' 3" 23' 6" 20' 6" 17' 4" 22' 6" 19' 8" 16' 7" 20' 10" 18' 3" 15' 5" 800S200-97 50 12 66' 6" 52' 9" 46' 1" 41' 2" 36' 0" 30' 4" 37' 5" 32' 8" 27' 7" 34' 9" 30' 4" 25' 7" 32' 8" 28' 7" 24' 1" 31' 1" 27' 2" 22' 11" 29' 9" 25' 11" 21' 11" 27' 7" 24' 1" 20' 4" 16 60' 5" 47' 11" 41' 11" 37' 5" 32' 8" 27' 7" 34' 0" 29' 9" 25' 1" 31' 7" 27' 7" 23' 3" 29' 9" 25' 11" 21' 11" 28' 3" 24' 8" 20' 10" 27' 0" 23' 7" 19' 11" 25' 1" 21' 11" 18' 6" 24 52' 9" 41' 11" 36' 7" 32' 8" 28' 7" 24' 1" 29' 9" 25' 11" 21' 11" 27' 7" 24' 1" 20' 4" 25' 11" 22' 8" 19' 1" 24' 8" 21' 6" 18' 2" 23' 7" 20' 7" 17' 5" 21' 11" 19' 1" 16' 2" 800S162-118 50 12 67' 1" 53' 3" 46' 6" 41' 7" 36' 4" 30' 8" 37' 9" 33' 0" 27' 10" 35' 1" 30' 8" 25' 10" 33' 0" 28' 10" 24' 4" 31' 4" 27' 5" 23' 1" 30' 0" 26' 2" 22' 1" 27' 10" 24' 4" 20' 6" 16 60' 11" 48' 4" 42' 3" 37' 9" 33' 0" 27' 10" 34' 4" 30' 0" 25' 3" 31' 10" 27' 10" 23' 6" 30' 0" 26' 2" 22' 1" 28' 6" 24' 10" 21' 0" 27' 3" 23' 9" 20' 1" 25' 3" 22' 1" 18' 8" 24 53' 3" 42' 3" 36' 11" 33' 0" 28' 10" 24' 4" 30' 0" 26' 2" 22' 1" 27' 10" 24' 4" 20' 6" 26' 2" 22' 11" 19' 4" 24' 10" 21' 9" 18' 4" 23' 9" 20' 9" 17' 6" 22' 1" 19' 4" 16' 3" 800S200-118 50 12 70' 5" 55' 11" 48' 10" 43' 8" 38' 2" 32' 2" 39' 8" 34' 8" 29' 3" 36' 10" 32' 2" 27' 1" 34' 8" 30' 3" 25' 6" 32' 11" 28' 9" 24' 3" 31' 6" 27' 6" 23' 2" 29' 3" 25' 6" 21' 6" 16 64' 0" 50' 9" 44' 4" 39' 8" 34' 8" 29' 3" 36' 0" 31' 6" 26' 7" 33' 5" 29' 3" 24' 8" 31' 6" 27' 6" 23' 2" 29' 11" 26' 1" 22' 0" 28' 7" 25' 0" 21' 1" 26' 7" 23' 2" 19' 7" 24 55' 11" 44' 4" 38' 9" 34' 8" 30' 3" 25' 6" 31' 6" 27' 6" 23' 2" 29' 3" 25' 6" 21' 6" 27' 6" 24' 0" 20' 3" 26' 1" 22' 10" 19' 3" 25' 0" 21' 10" 18' 5" 23' 2" 20' 3" 17' 1" "e" web stiffeners required at ends. See Table Notes on page 25. www.SSMA.com28 Copyright © 2015 by the SSMA Curtain Wall Limiting Heights - Double Span "a" web stiffeners required at ends and interior supports. "e" web stiffeners required at ends. "i" web stiffeners required at interior support. See Table Notes on page 25. Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 350S162-33 33 12 25' 10"i 25' 3" 22' 0" 14' 9"i 14' 9"i 14' 6"i 12' 8"i 12' 8"i 12' 8"i 11' 3"i 11' 3"i 11' 3"i 10' 2"i 10' 2"i 10' 2"i 9' 4"i 9' 4"i 9' 4"i 8' 8"i 8' 8"i 8' 8"i 7' 8"i 7' 8"i 7' 8"i 16 22' 4"i 22' 4"i 20' 0" 12' 8"i 12' 8"i 12' 8"i 10' 10"i 10' 10"i 10' 10"i 9' 8"i 9' 8"i 9' 8"i 8' 8"i 8' 8"i 8' 8"i 8' 0"i 8' 0"i 8' 0"i 7' 5"i 7' 5"i 7' 5"i 6' 6"a 6' 6"a 6' 6"a 24 18' 2"i 18' 2"i 17' 6"i 10' 2"i 10' 2"i 10' 2"i 8' 8"i 8' 8"i 8' 8"i 7' 8"i 7' 8"i 7' 8"i 6' 11"a 6' 11"a 6' 11"a 6' 4"a 6' 4"a 6' 4"a 5' 10"a 5' 10"a 5' 10"a 5' 1"a 5' 1"a 5' 1"a 350S162-43 33 12 30' 6" 27' 5" 24' 0" 17' 5"i 17' 5"i 15' 9" 15' 0"i 15' 0"i 14' 4"i 13' 4"i 13' 4"i 13' 4"i 12' 1"i 12' 1"i 12' 1"i 11' 2"i 11' 2"i 11' 2"i 10' 4"i 10' 4"i 10' 4"i 9' 2"i 9' 2"i 9' 2"i 16 26' 4" 24' 11" 21' 9" 15' 0"i 15' 0"i 14' 4"i 12' 10"i 12' 10"i 12' 10"i 11' 5"i 11' 5"i 11' 5"i 10' 4"i 10' 4"i 10' 4"i 9' 6"i 9' 6"i 9' 6"i 8' 10"i 8' 10"i 8' 10"i 7' 9"i 7' 9"i 7' 9"i 24 21' 5"i 21' 5"i 19' 0" 12' 1"i 12' 1"i 12' 1"i 10' 4"i 10' 4"i 10' 4"i 9' 2"i 9' 2"i 9' 2"i 8' 3"i 8' 3"i 8' 3"i 7' 7"i 7' 7"i 7' 7"i 7' 0"i 7' 0"i 7' 0"i 6' 1"i 6' 1"i 6' 1"i 350S162-54 50 12 37' 0" 29' 5" 25' 8" 22' 11" 20' 1" 16' 11" 20' 3" 18' 3" 15' 4" 18' 0" 16' 11" 14' 3" 16' 4"i 15' 11" 13' 5" 15' 1"i 15' 1" 12' 9" 14' 1"i 14' 1"i 12' 2" 12' 5"i 12' 5"i 11' 4" 16 33' 8" 26' 9" 23' 4" 20' 3" 18' 3" 15' 4" 17' 5" 16' 7" 14' 0" 15' 6"i 15' 4" 13' 0" 14' 1"i 14' 1"i 12' 2" 12' 11"i 12' 11"i 11' 7" 12' 0"i 12' 0"i 11' 1" 10' 7"i 10' 7"i 10' 3"i 24 28' 11" 23' 4" 20' 5" 16' 4"i 15' 11" 13' 5" 14' 1"i 14' 1"i 12' 2" 12' 5"i 12' 5"i 11' 4" 11' 3"i 11' 3"i 10' 8" 10' 4"i 10' 4"i 10' 1"i 9' 7"i 9' 7"i 9' 7"i 8' 5"i 8' 5"i 8' 5"i 350S162-68 50 12 39' 7" 31' 5" 27' 6" 24' 7" 21' 5" 18' 1" 22' 4" 19' 6" 16' 5" 20' 3" 18' 1" 15' 3" 18' 4" 17' 0" 14' 4" 16' 11" 16' 2" 13' 8" 15' 8" 15' 6" 13' 1" 13' 10" 13' 10" 12' 1" 16 36' 0" 28' 7" 24' 11" 22' 4" 19' 6" 16' 5" 19' 7" 17' 8" 14' 11" 17' 4" 16' 5" 13' 10" 15' 8" 15' 6" 13' 1" 14' 5" 14' 5" 12' 5" 13' 4"i 13' 4" 11' 10" 11' 9"i 11' 9"i 11' 0" 24 31' 5" 24' 11" 21' 10" 18' 4" 17' 0" 14' 4" 15' 8" 15' 6" 13' 1" 13' 10" 13' 10" 12' 1" 12' 6"i 12' 6"i 11' 5" 11' 5"i 11' 5"i 10' 10" 10' 6"i 10' 6"i 10' 4" 9' 2"i 9' 2"i 9' 2" 362S137-33 33 12 24' 7" 24' 7" 21' 7" 14' 1"i 14' 1"i 14' 1"i 12' 1"i 12' 1"i 12' 1"i 10' 9"i 10' 9"i 10' 9"i 9' 9"i 9' 9"i 9' 9"i 9' 0"i 9' 0"i 9' 0"i 8' 4"i 8' 4"i 8' 4"i 7' 5"i 7' 5"i 7' 5"i 16 21' 3"i 21' 3"i 19' 8" 12' 1"i 12' 1"i 12' 1"i 10' 5"i 10' 5"i 10' 5"i 9' 3"i 9' 3"i 9' 3"i 8' 4"i 8' 4"i 8' 4"i 7' 8"i 7' 8"i 7' 8"i 7' 2"i 7' 2"i 7' 2"i 6' 4"a 6' 4"a 6' 4"a 24 17' 4"i 17' 4"i 17' 2"i 9' 9"i 9' 9"i 9' 9"i 8' 4"i 8' 4"i 8' 4"i 7' 5"i 7' 5"i 7' 5"i 6' 8"i 6' 8"i 6' 8"i 6' 1"a 6' 1"a 6' 1"a 5' 8"a 5' 8"a 5' 8"a 5' 0"a 5' 0"a 5' 0"a 362S162-33 33 12 26' 5"i 25' 11" 22' 8" 15' 1"i 15' 1"i 14' 11"i 12' 11"i 12' 11"i 12' 11"i 11' 6"i 11' 6"i 11' 6"i 10' 5"i 10' 5"i 10' 5"i 9' 7"i 9' 7"i 9' 7"i 8' 11"i 8' 11"i 8' 11"i 7' 11"i 7' 11"i 7' 11"i 16 22' 10"i 22' 10"i 20' 7" 12' 11"i 12' 11"i 12' 11"i 11' 1"i 11' 1"i 11' 1"i 9' 10"i 9' 10"i 9' 10"i 8' 11"i 8' 11"i 8' 11"i 8' 2"i 8' 2"i 8' 2"i 7' 7"i 7' 7"i 7' 7"i 6' 8"a 6' 8"a 6' 8"a 24 18' 7"i 18' 7"i 18' 0"i 10' 5"i 10' 5"i 10' 5"i 8' 11"i 8' 11"i 8' 11"i 7' 11"i 7' 11"i 7' 11"i 7' 1"a 7' 1"a 7' 1"a 6' 6"a 6' 6"a 6' 6"a 6' 0"a 6' 0"a 6' 0"a 5' 3"a 5' 3"a 5' 3"a 362S200-33 33 12 27' 8"i 27' 4"i 23' 11" 15' 9"i 15' 9"i 15' 9"i 13' 6"i 13' 6"i 13' 6"i 12' 0"i 12' 0"i 12' 0"i 10' 11"i 10' 11"i 10' 11"i 10' 0"i 10' 0"i 10' 0"i 9' 4"i 9' 4"i 9' 4"i 8' 3"i 8' 3"i 8' 3"i 16 23' 11"i 23' 11"i 21' 9" 13' 6"i 13' 6"i 13' 6"i 11' 7"i 11' 7"i 11' 7"i 10' 4"i 10' 4"i 10' 4"i 9' 4"i 9' 4"i 9' 4"i 8' 6"i 8' 6"i 8' 6"i 7' 11"a 7' 11"a 7' 11"a 6' 11"a 6' 11"a 6' 11"a 24 19' 5"i 19' 5"i 19' 0"i 10' 11"i 10' 11"i 10' 11"i 9' 4"i 9' 4"i 9' 4"i 8' 3"i 8' 3"i 8' 3"i 7' 5"a 7' 5"a 7' 5"a 6' 9"a 6' 9"a 6' 9"a 6' 3"a 6' 3"a 6' 3"a 5' 5"a 5' 5"a 5' 5"a 362S137-43 33 12 28' 11" 26' 11" 23' 6" 16' 6"i 16' 6"i 15' 6" 14' 3"i 14' 3"i 14' 1"i 12' 8"i 12' 8"i 12' 8"i 11' 6"i 11' 6"i 11' 6"i 10' 8"i 10' 8"i 10' 8"i 9' 11"i 9' 11"i 9' 11"i 8' 9"i 8' 9"i 8' 9"i 16 25' 0" 24' 5" 21' 4" 14' 3"i 14' 3"i 14' 1"i 12' 3"i 12' 3"i 12' 3"i 10' 11"i 10' 11"i 10' 11"i 9' 11"i 9' 11"i 9' 11"i 9' 1"i 9' 1"i 9' 1"i 8' 6"i 8' 6"i 8' 6"i 7' 6"i 7' 6"i 7' 6"i 24 20' 4" 20' 4" 18' 8" 11' 6"i 11' 6"i 11' 6"i 9' 11"i 9' 11"i 9' 11"i 8' 9"i 8' 9"i 8' 9"i 7' 11"i 7' 11"i 7' 11"i 7' 3"i 7' 3"i 7' 3"i 6' 9"i 6' 9"i 6' 9"i 5' 11"i 5' 11"i 5' 11"i 362S162-43 33 12 31' 2" 28' 2" 24' 8" 17' 9"i 17' 9"i 16' 3" 15' 4"i 15' 4"i 14' 9"i 13' 8"i 13' 8"i 13' 8"i 12' 5"i 12' 5"i 12' 5"i 11' 5"i 11' 5"i 11' 5"i 10' 7"i 10' 7"i 10' 7"i 9' 5"i 9' 5"i 9' 5"i 16 26' 11" 25' 7" 22' 5" 15' 4"i 15' 4"i 14' 9"i 13' 2"i 13' 2"i 13' 2"i 11' 8"i 11' 8"i 11' 8"i 10' 7"i 10' 7"i 10' 7"i 9' 9"i 9' 9"i 9' 9"i 9' 1"i 9' 1"i 9' 1"i 8' 0"i 8' 0"i 8' 0"i 24 21' 11"i 21' 11"i 19' 7" 12' 5"i 12' 5"i 12' 5"i 10' 7"i 10' 7"i 10' 7"i 9' 5"i 9' 5"i 9' 5"i 8' 6"i 8' 6"i 8' 6"i 7' 9"i 7' 9"i 7' 9"i 7' 2"i 7' 2"i 7' 2"i 6' 4"i 6' 4"i 6' 4"i 362S200-43 33 12 33' 4" 29' 9" 26' 0" 19' 0"i 19' 0"i 17' 2" 16' 4"i 16' 4"i 15' 7"i 14' 7"i 14' 7"i 14' 5"i 13' 2"i 13' 2"i 13' 2"i 12' 2"i 12' 2"i 12' 2"i 11' 4"i 11' 4"i 11' 4"i 10' 0"i 10' 0"i 10' 0"i 16 28' 10" 27' 1" 23' 8" 16' 4"i 16' 4"i 15' 7"i 14' 1"i 14' 1"i 14' 1"i 12' 6"i 12' 6"i 12' 6"i 11' 4"i 11' 4"i 11' 4"i 10' 5"i 10' 5"i 10' 5"i 9' 8"i 9' 8"i 9' 8"i 8' 6"i 8' 6"i 8' 6"i 24 23' 5"i 23' 5"i 20' 8" 13' 2"i 13' 2"i 13' 2"i 11' 4"i 11' 4"i 11' 4"i 10' 0"i 10' 0"i 10' 0"i 9' 0"i 9' 0"i 9' 0"i 8' 3"i 8' 3"i 8' 3"i 7' 7"i 7' 7"i 7' 7"i 6' 8"a 6' 8"a 6' 8"a 362S137-54 50 12 36' 3" 28' 10" 25' 2" 22' 3" 19' 8" 16' 7" 19' 3" 17' 10" 15' 1" 17' 2" 16' 7" 14' 0" 15' 7" 15' 7" 13' 2" 14' 5"i 14' 5"i 12' 6" 13' 5"i 13' 5"i 11' 11" 11' 11"i 11' 11"i 11' 1" 16 33' 0" 26' 2" 22' 10" 19' 3" 17' 10" 15' 1" 16' 7" 16' 3" 13' 8" 14' 9"i 14' 9" 12' 8" 13' 5"i 13' 5"i 11' 11" 12' 4"i 12' 4"i 11' 4" 11' 6"i 11' 6"i 10' 10" 10' 2"i 10' 2"i 10' 1"i 24 27' 5" 22' 10" 20' 0" 15' 7" 15' 7" 13' 2" 13' 5"i 13' 5"i 11' 11" 11' 11"i 11' 11"i 11' 1" 10' 9"i 10' 9"i 10' 5" 9' 11"i 9' 11"i 9' 11"i 9' 3"i 9' 3"i 9' 3"i 8' 1"i 8' 1"i 8' 1"i 362S162-54 50 12 38' 1" 30' 2" 26' 5" 23' 7" 20' 7" 17' 5" 20' 8" 18' 9" 15' 9" 18' 5" 17' 5" 14' 8" 16' 9"i 16' 4" 13' 10" 15' 5"i 15' 5"i 13' 1" 14' 5"i 14' 5"i 12' 6" 12' 9"i 12' 9"i 11' 8" 16 34' 7" 27' 5" 24' 0" 20' 8" 18' 9" 15' 9" 17' 10" 17' 0" 14' 4" 15' 10"i 15' 9" 13' 4" 14' 5"i 14' 5"i 12' 6" 13' 3"i 13' 3"i 11' 11" 12' 4"i 12' 4"i 11' 5" 10' 11"i 10' 11"i 10' 7"i 24 29' 6" 24' 0" 20' 11" 16' 9"i 16' 4" 13' 10" 14' 5"i 14' 5"i 12' 6" 12' 9"i 12' 9"i 11' 8" 11' 7"i 11' 7"i 10' 11" 10' 7"i 10' 7"i 10' 5"i 9' 10"i 9' 10"i 9' 10"i 8' 8"i 8' 8"i 8' 8"i 362S200-54 50 12 40' 3" 31' 11" 27' 11" 24' 11" 21' 9" 18' 4" 21' 8" 19' 9" 16' 8" 19' 4" 18' 4" 15' 6" 17' 7"i 17' 3" 14' 7" 16' 2"i 16' 2"i 13' 10" 15' 1"i 15' 1"i 13' 3" 13' 4"i 13' 4"i 12' 4" 16 36' 7" 29' 0" 25' 4" 21' 8" 19' 9" 16' 8" 18' 8"i 18' 0" 15' 2" 16' 7"i 16' 7"i 14' 1" 15' 1"i 15' 1"i 13' 3" 13' 10"i 13' 10"i 12' 7" 12' 11"i 12' 11"i 12' 0" 11' 5"i 11' 5"i 11' 2"i 24 31' 0" 25' 4" 22' 2" 17' 7"i 17' 3" 14' 7" 15' 1"i 15' 1"i 13' 3" 13' 4"i 13' 4"i 12' 4" 12' 1"i 12' 1"i 11' 7"i 11' 1"i 11' 1"i 11' 0"i 10' 3"i 10' 3"i 10' 3"i 9' 0"i 9' 0"i 9' 0"i 362S137-68 50 12 38' 9" 30' 9" 26' 11" 24' 0" 21' 0" 17' 8" 21' 9" 19' 1" 16' 1" 19' 5" 17' 8" 14' 11" 17' 7" 16' 8" 14' 1" 16' 3" 15' 10" 13' 4" 15' 1" 15' 1" 12' 9" 13' 5" 13' 5" 11' 10" 16 35' 3" 27' 11" 24' 5" 21' 9" 19' 1" 16' 1" 18' 9" 17' 4" 14' 7" 16' 8" 16' 1" 13' 7" 15' 1" 15' 1" 12' 9" 13' 11" 13' 11" 12' 2" 12' 11" 12' 11" 11' 7" 11' 5"i 11' 5"i 10' 9" 24 30' 9" 24' 5" 21' 4" 17' 7" 16' 8" 14' 1" 15' 1" 15' 1" 12' 9" 13' 5" 13' 5" 11' 10" 12' 1"i 12' 1"i 11' 2" 11' 1"i 11' 1"i 10' 7" 10' 3"i 10' 3"i 10' 2" 9' 0"i 9' 0"i 9' 0"i 362S162-68 50 12 40' 9" 32' 4" 28' 3" 25' 3" 22' 1" 18' 7" 22' 11" 20' 0" 16' 11" 20' 10" 18' 7" 15' 8" 18' 11" 17' 6" 14' 9" 17' 5" 16' 7" 14' 0" 16' 2" 15' 11" 13' 5" 14' 4"i 14' 4" 12' 5" 16 37' 0" 29' 4" 25' 8" 22' 11" 20' 0" 16' 11" 20' 1" 18' 2" 15' 4" 17' 10" 16' 11" 14' 3" 16' 2" 15' 11" 13' 5" 14' 11" 14' 11" 12' 9" 13' 10"i 13' 10" 12' 2" 12' 2"i 12' 2"i 11' 4" 24 32' 4" 25' 8" 22' 5" 18' 11" 17' 6" 14' 9" 16' 2" 15' 11" 13' 5" 14' 4"i 14' 4" 12' 5" 12' 11"i 12' 11"i 11' 9" 11' 10"i 11' 10"i 11' 2" 10' 11"i 10' 11"i 10' 8" 9' 7"i 9' 7"i 9' 7"i 362S200-68 50 12 43' 1" 34' 2" 29' 10" 26' 8" 23' 4" 19' 8" 24' 3" 21' 2" 17' 10" 22' 4" 19' 8" 16' 7" 20' 3" 18' 6" 15' 7" 18' 8" 17' 7" 14' 10" 17' 4" 16' 10" 14' 2" 15' 4"i 15' 4" 13' 2" 16 39' 2" 31' 1" 27' 2" 24' 3" 21' 2" 17' 10" 21' 7" 19' 3" 16' 3" 19' 2" 17' 10" 15' 1" 17' 4" 16' 10" 14' 2" 15' 11"i 15' 11" 13' 6" 14' 9"i 14' 9" 12' 11" 13' 0"i 13' 0"i 12' 0" 24 34' 2" 27' 2" 23' 8" 20' 3" 18' 6" 15' 7" 17' 4" 16' 10" 14' 2" 15' 4"i 15' 4" 13' 2" 13' 9"i 13' 9"i 12' 5" 12' 7"i 12' 7"i 11' 9" 11' 8"i 11' 8"i 11' 3" 10' 2"i 10' 2"i 10' 2"i 400S137-33 33 12 26' 0"i 26' 0"i 23' 4" 14' 10"i 14' 10"i 14' 10"i 12' 10"i 12' 10"i 12' 10"i 11' 5"i 11' 5"i 11' 5"i 10' 4"i 10' 4"i 10' 4"i 9' 7"i 9' 7"i 9' 7"i 8' 11"i 8' 11"i 8' 11"i 7' 11"i 7' 11"i 7' 11"i 16 22' 6"i 22' 6"i 21' 2" 12' 10"i 12' 10"i 12' 10"i 11' 0"i 11' 0"i 11' 0"i 9' 10"i 9' 10"i 9' 10"i 8' 11"i 8' 11"i 8' 11"i 8' 2"i 8' 2"i 8' 2"i 7' 7"i 7' 7"i 7' 7"i 6' 9"a 6' 9"a 6' 9"a 24 18' 4"i 18' 4"i 18' 4"i 10' 4"i 10' 4"i 10' 4"i 8' 11"i 8' 11"i 8' 11"i 7' 11"i 7' 11"i 7' 11"i 7' 2"a 7' 2"a 7' 2"a 6' 6"a 6' 6"a 6' 6"a 6' 1"a 6' 1"a 6' 1"a 5' 4"a 5' 4"a 5' 4"a 400S162-33 33 12 27' 11"i 27' 11"i 24' 5" 15' 11"i 15' 11"i 15' 11"i 13' 9"i 13' 9"i 13' 9"i 12' 3"i 12' 3"i 12' 3"i 11' 1"i 11' 1"i 11' 1"i 10' 3"i 10' 3"i 10' 3"i 9' 6"i 9' 6"i 9' 6"i 8' 5"a 8' 5"a 8' 5"a 16 24' 2"i 24' 2"i 22' 2" 13' 9"i 13' 9"i 13' 9"i 11' 10"i 11' 10"i 11' 10"i 10' 6"i 10' 6"i 10' 6"i 9' 6"i 9' 6"i 9' 6"i 8' 9"i 8' 9"i 8' 9"i 8' 1"a 8' 1"a 8' 1"a 7' 2"a 7' 2"a 7' 2"a 24 19' 8"i 19' 8"i 19' 5"i 11' 1"i 11' 1"i 11' 1"i 9' 6"i 9' 6"i 9' 6"i 8' 5"a 8' 5"a 8' 5"a 7' 7"a 7' 7"a 7' 7"a 6' 11"a 6' 11"a 6' 11"a 6' 5"a 6' 5"a 6' 5"a 5' 8"a 5' 8"a 5' 8"a 400S200-33 33 12 29' 3"i 29' 3"i 25' 9" 16' 8"i 16' 8"i 16' 8"i 14' 4"i 14' 4"i 14' 4"i 12' 9"i 12' 9"i 12' 9"i 11' 7"i 11' 7"i 11' 7"i 10' 8"i 10' 8"i 10' 8"i 9' 11"i 9' 11"i 9' 11"i 8' 9"a 8' 9"a 8' 9"a 16 25' 3"i 25' 3"i 23' 5" 14' 4"i 14' 4"i 14' 4"i 12' 4"i 12' 4"i 12' 4"i 10' 11"i 10' 11"i 10' 11"i 9' 11"i 9' 11"i 9' 11"i 9' 1"a 9' 1"a 9' 1"a 8' 5"a 8' 5"a 8' 5"a 7' 5"a 7' 5"a 7' 5"a 24 20' 7"i 20' 7"i 20' 5"i 11' 7"i 11' 7"i 11' 7"i 9' 11"i 9' 11"i 9' 11"i 8' 9"a 8' 9"a 8' 9"a 7' 11"a 7' 11"a 7' 11"a 7' 3"a 7' 3"a 7' 3"a 6' 8"a 6' 8"a 6' 8"a 5' 10"a 5' 10"a 5' 10"a 400S137-43 33 12 30' 8" 29' 1" 25' 5" 17' 7"i 17' 7"i 16' 9" 15' 2"i 15' 2"i 15' 2"i 13' 6"i 13' 6"i 13' 6"i 12' 3"i 12' 3"i 12' 3"i 11' 4"i 11' 4"i 11' 4"i 10' 7"i 10' 7"i 10' 7"i 9' 5"i 9' 5"i 9' 5"i 16 26' 6" 26' 5" 23' 1" 15' 2"i 15' 2"i 15' 2"i 13' 1"i 13' 1"i 13' 1"i 11' 8"i 11' 8"i 11' 8"i 10' 7"i 10' 7"i 10' 7"i 9' 9"i 9' 9"i 9' 9"i 9' 1"i 9' 1"i 9' 1"i 8' 0"i 8' 0"i 8' 0"i 24 21' 7"i 21' 7"i 20' 2" 12' 3"i 12' 3"i 12' 3"i 10' 7"i 10' 7"i 10' 7"i 9' 5"i 9' 5"i 9' 5"i 8' 6"i 8' 6"i 8' 6"i 7' 10"i 7' 10"i 7' 10"i 7' 3"i 7' 3"i 7' 3"i 6' 5"i 6' 5"i 6' 5"i 400S162-43 33 12 33' 0" 30' 5" 26' 7" 18' 11"i 18' 11"i 17' 6" 16' 4"i 16' 4"i 15' 11"i 14' 6"i 14' 6"i 14' 6"i 13' 2"i 13' 2"i 13' 2"i 12' 2"i 12' 2"i 12' 2"i 11' 4"i 11' 4"i 11' 4"i 10' 1"i 10' 1"i 10' 1"i 16 28' 6" 27' 8" 24' 2" 16' 4"i 16' 4"i 15' 11"i 14' 0"i 14' 0"i 14' 0"i 12' 6"i 12' 6"i 12' 6"i 11' 4"i 11' 4"i 11' 4"i 10' 5"i 10' 5"i 10' 5"i 9' 9"i 9' 9"i 9' 9"i 8' 7"i 8' 7"i 8' 7"i 24 23' 3"i 23' 3"i 21' 1" 13' 2"i 13' 2"i 13' 2"i 11' 4"i 11' 4"i 11' 4"i 10' 1"i 10' 1"i 10' 1"i 9' 1"i 9' 1"i 9' 1"i 8' 4"i 8' 4"i 8' 4"i 7' 9"i 7' 9"i 7' 9"i 6' 10"a 6' 10"a 6' 10"a 400S200-43 33 12 35' 4" 32' 1" 28' 1" 20' 3"i 20' 3"i 18' 6" 17' 5"i 17' 5"i 16' 9"i 15' 6"i 15' 6"i 15' 6"i 14' 1"i 14' 1"i 14' 1"i 13' 0"i 13' 0"i 13' 0"i 12' 1"i 12' 1"i 12' 1"i 10' 9"i 10' 9"i 10' 9"i 16 30' 7" 29' 2" 25' 6" 17' 5"i 17' 5"i 16' 9"i 15' 0"i 15' 0"i 15' 0"i 13' 4"i 13' 4"i 13' 4"i 12' 1"i 12' 1"i 12' 1"i 11' 1"i 11' 1"i 11' 1"i 10' 4"i 10' 4"i 10' 4"i 9' 2"i 9' 2"i 9' 2"i 24 24' 10"i 24' 10"i 22' 3" 14' 1"i 14' 1"i 14' 1"i 12' 1"i 12' 1"i 12' 1"i 10' 9"i 10' 9"i 10' 9"i 9' 8"i 9' 8"i 9' 8"i 8' 11"i 8' 11"i 8' 11"i 8' 3"i 8' 3"i 8' 3"i 7' 3"a 7' 3"a 7' 3"a 400S137-54 50 12 39' 2" 31' 1" 27' 2" 23' 8" 21' 3" 17' 11" 20' 5" 19' 3" 16' 3" 18' 3" 17' 11" 15' 1" 16' 7"i 16' 7"i 14' 2" 15' 4"i 15' 4"i 13' 6" 14' 4"i 14' 4"i 12' 11" 12' 9"i 12' 9"i 12' 0" 16 35' 7" 28' 3" 24' 8" 20' 5" 19' 3" 16' 3" 17' 8" 17' 6" 14' 9" 15' 9"i 15' 9"i 13' 9" 14' 4"i 14' 4"i 12' 11" 13' 2"i 13' 2"i 12' 3" 12' 3"i 12' 3"i 11' 9" 10' 11"i 10' 11"i 10' 11"i 24 29' 1" 24' 8" 21' 7" 16' 7"i 16' 7"i 14' 2" 14' 4"i 14' 4"i 12' 11" 12' 9"i 12' 9"i 12' 0" 11' 7"i 11' 7"i 11' 3"i 10' 8"i 10' 8"i 10' 8"i 9' 11"i 9' 11"i 9' 11"i 8' 9"i 8' 9"i 8' 9"i www.SSMA.com 29Complies With 2009, 2012 and 2015 IBC Curtain Wall Limiting Heights - Double Span "a" web stiffeners required at ends and interior supports. "e" web stiffeners required at ends. "i" web stiffeners required at interior support. See Table Notes on page 25. Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 400S162-54 50 12 41' 1" 32' 7" 28' 6" 25' 6" 22' 3" 18' 9" 22' 0" 20' 3" 17' 1" 19' 7"i 18' 9" 15' 10" 17' 10"i 17' 8" 14' 11" 16' 6"i 16' 6"i 14' 2" 15' 4"i 15' 4"i 13' 6" 13' 8"i 13' 8"i 12' 7" 16 37' 4" 29' 8" 25' 11" 22' 0" 20' 3" 17' 1" 19' 0"i 18' 4" 15' 6" 16' 11"i 16' 11"i 14' 5" 15' 4"i 15' 4"i 13' 6" 14' 2"i 14' 2"i 12' 10" 13' 2"i 13' 2"i 12' 4" 11' 8"i 11' 8"i 11' 5"i 24 31' 4" 25' 11" 22' 7" 17' 10"i 17' 8" 14' 11" 15' 4"i 15' 4"i 13' 6" 13' 8"i 13' 8"i 12' 7" 12' 4"i 12' 4"i 11' 10"i 11' 5"i 11' 5"i 11' 3"i 10' 7"i 10' 7"i 10' 7"i 9' 4"i 9' 4"i 9' 4"i 400S200-54 50 12 43' 5" 34' 5" 30' 1" 26' 9" 23' 6" 19' 10" 23' 1" 21' 4" 18' 0" 20' 7"i 19' 10" 16' 8" 18' 8"i 18' 8"i 15' 9" 17' 3"i 17' 3"i 14' 11" 16' 1"i 16' 1"i 14' 3" 14' 3"i 14' 3"i 13' 3" 16 39' 5" 31' 3" 27' 4" 23' 1" 21' 4" 18' 0" 19' 11"i 19' 5" 16' 4" 17' 8"i 17' 8"i 15' 2" 16' 1"i 16' 1"i 14' 3" 14' 10"i 14' 10"i 13' 7" 13' 10"i 13' 10"i 13' 0"i 12' 3"i 12' 3"i 12' 1"i 24 32' 10" 27' 4" 23' 10" 18' 8"i 18' 8"i 15' 9" 16' 1"i 16' 1"i 14' 3" 14' 3"i 14' 3"i 13' 3" 12' 11"i 12' 11"i 12' 6"i 11' 11"i 11' 11"i 11' 10"i 11' 1"i 11' 1"i 11' 1"i 9' 9"i 9' 9"i 9' 9"i 400S137-68 50 12 41' 11" 33' 3" 29' 1" 26' 0" 22' 8" 19' 2" 23' 4" 20' 7" 17' 5" 20' 10" 19' 2" 16' 2" 18' 11" 18' 0" 15' 2" 17' 6" 17' 1" 14' 5" 16' 4" 16' 4" 13' 10" 14' 6" 14' 6" 12' 10" 16 38' 1" 30' 3" 26' 5" 23' 4" 20' 7" 17' 5" 20' 1" 18' 9" 15' 10" 17' 11" 17' 5" 14' 8" 16' 4" 16' 4" 13' 10" 15' 0" 15' 0" 13' 1" 14' 0"i 14' 0"i 12' 6" 12' 5"i 12' 5"i 11' 8" 24 33' 2" 26' 5" 23' 1" 18' 11" 18' 0" 15' 2" 16' 4" 16' 4" 13' 10" 14' 6" 14' 6" 12' 10" 13' 2"i 13' 2"i 12' 1" 12' 1"i 12' 1"i 11' 5" 11' 3"i 11' 3"i 10' 11" 9' 11"i 9' 11"i 9' 11"i 400S162-68 50 12 44' 0" 34' 11" 30' 6" 27' 3" 23' 10" 20' 1" 24' 9" 21' 8" 18' 3" 22' 4" 20' 1" 16' 11" 20' 4" 18' 11" 15' 11" 18' 9" 17' 11" 15' 2" 17' 6" 17' 2" 14' 6" 15' 7"i 15' 7"i 13' 5" 16 39' 11" 31' 9" 27' 8" 24' 9" 21' 8" 18' 3" 21' 8" 19' 8" 16' 7" 19' 3" 18' 3" 15' 5" 17' 6" 17' 2" 14' 6" 16' 2"i 16' 2" 13' 9" 15' 0"i 15' 0"i 13' 2" 13' 4"i 13' 4"i 12' 3" 24 34' 11" 27' 8" 24' 2" 20' 4" 18' 11" 15' 11" 17' 6" 17' 2" 14' 6" 15' 7"i 15' 7"i 13' 5" 14' 1"i 14' 1"i 12' 8" 12' 11"i 12' 11"i 12' 0" 12' 0"i 12' 0"i 11' 6" 10' 7"i 10' 7"i 10' 7"i 400S200-68 50 12 46' 6" 36' 11" 32' 3" 28' 10" 25' 2" 21' 3" 26' 2" 22' 10" 19' 3" 24' 0" 21' 3" 17' 11" 21' 10" 20' 0" 16' 10" 20' 1" 19' 0" 16' 0" 18' 9"i 18' 2" 15' 4" 16' 8"i 16' 8"i 14' 2" 16 42' 3" 33' 6" 29' 3" 26' 2" 22' 10" 19' 3" 23' 2" 20' 9" 17' 6" 20' 8" 19' 3" 16' 3" 18' 9"i 18' 2" 15' 4" 17' 3"i 17' 3" 14' 6" 16' 1"i 16' 1"i 13' 11" 14' 3"i 14' 3"i 12' 11" 24 36' 11" 29' 3" 25' 7" 21' 10" 20' 0" 16' 10" 18' 9"i 18' 2" 15' 4" 16' 8"i 16' 8"i 14' 2" 15' 1"i 15' 1"i 13' 4" 13' 10"i 13' 10"i 12' 8" 12' 10"i 12' 10"i 12' 2" 11' 4"i 11' 4"i 11' 3"i 550S162-33 33 12 33' 11"i 33' 11"i 31' 4" 19' 7"i 19' 7"i 19' 7"i 16' 11"i 16' 11"i 16' 11"i 15' 2"i 15' 2"i 15' 2"i 13' 10"a 13' 10"a 13' 10"a 12' 10"a 12' 10"a 12' 10"a 12' 0"a 12' 0"a 12' 0"a 10' 9"a 10' 9"a 10' 9"a 16 29' 4"i 29' 4"i 28' 5"i 16' 11"i 16' 11"i 16' 11"i 14' 8"i 14' 8"i 14' 8"i 13' 2"a 13' 2"a 13' 2"a 12' 0"a 12' 0"a 12' 0"a 11' 1"a 11' 1"a 11' 1"a 10' 5"a 10' 5"a 10' 5"a 9' 2"a 9' 2"a 9' 2"a 24 24' 0"i 24' 0"i 24' 0"i 13' 10"a 13' 10"a 13' 10"a 12' 0"a 12' 0"a 12' 0"a 10' 9"a 10' 9"a 10' 9"a 9' 9"a 9' 9"a 9' 9"a 8' 11"a 8' 11"a 8' 11"a 8' 3"a 8' 3"a 8' 3"a 7' 2"a 7' 2"a 7' 2"a 550S162-43 33 12 41' 10" 39' 0" 34' 1" 24' 2"i 24' 2"i 22' 6"i 20' 11"i 20' 11"i 20' 5"i 18' 9"i 18' 9"i 18' 9"i 17' 1"i 17' 1"i 17' 1"i 15' 10"i 15' 10"i 15' 10"i 14' 10"i 14' 10"i 14' 10"i 13' 3"i 13' 3"i 13' 3"i 16 36' 3" 35' 6" 31' 0" 20' 11"i 20' 11"i 20' 5"i 18' 1"i 18' 1"i 18' 1"i 16' 3"i 16' 3"i 16' 3"i 14' 10"i 14' 10"i 14' 10"i 13' 8"i 13' 8"i 13' 8"i 12' 10"i 12' 10"i 12' 10"i 11' 6"a 11' 6"a 11' 6"a 24 29' 7"i 29' 7"i 27' 1" 17' 1"i 17' 1"i 17' 1"i 14' 10"i 14' 10"i 14' 10"i 13' 3"i 13' 3"i 13' 3"i 12' 1"a 12' 1"a 12' 1"a 11' 2"a 11' 2"a 11' 2"a 10' 6"a 10' 6"a 10' 6"a 9' 3"a 9' 3"a 9' 3"a 550S162-54 50 12 52' 9" 41' 10" 36' 7" 32' 4" 28' 7" 24' 1" 28' 0" 25' 11" 21' 11" 25' 1"i 24' 1" 20' 4" 22' 10"i 22' 8"i 19' 1" 21' 2"i 21' 2"i 18' 2" 19' 10"i 19' 10"i 17' 4" 17' 9"i 17' 9"i 16' 2"i 16 47' 11" 38' 1" 33' 3" 28' 0" 25' 11" 21' 11" 24' 3"i 23' 7" 19' 11" 21' 8"i 21' 8"i 18' 6" 19' 10"i 19' 10"i 17' 4" 18' 4"i 18' 4"i 16' 6" 17' 2"i 17' 2"i 15' 9"i 15' 4"i 15' 4"i 14' 8"i 24 39' 7" 33' 3" 29' 0" 22' 10"i 22' 8"i 19' 1" 19' 10"i 19' 10"i 17' 4" 17' 9"i 17' 9"i 16' 2"i 16' 2"i 16' 2"i 15' 2"i 15' 0"i 15' 0"i 14' 5"i 14' 0"i 14' 0"i 13' 9"i 12' 6"i 12' 6"i 12' 6"i 550S162-68 50 12 56' 6" 44' 10" 39' 2" 35' 1" 30' 7" 25' 10" 31' 10" 27' 10" 23' 6" 29' 4" 25' 10" 21' 9" 26' 9" 24' 4" 20' 6" 24' 10"i 23' 1" 19' 6" 23' 2"i 22' 1" 18' 7" 20' 9"i 20' 6"i 17' 3" 16 51' 4" 40' 9" 35' 7" 31' 10" 27' 10" 23' 6" 28' 5" 25' 3" 21' 4" 25' 5" 23' 6" 19' 9" 23' 2"i 22' 1" 18' 7" 21' 6"i 21' 0"i 17' 8" 20' 1"i 20' 1"i 16' 11" 18' 0"i 18' 0"i 15' 8" 24 44' 10" 35' 7" 31' 1" 26' 9" 24' 4" 20' 6" 23' 2"i 22' 1" 18' 7" 20' 9"i 20' 6"i 17' 3" 18' 11"i 18' 11"i 16' 3" 17' 6"i 17' 6"i 15' 5" 16' 5"i 16' 5"i 14' 9"i 14' 8"i 14' 8"i 13' 9"i 600S137-33 33 12 33' 0"i 33' 0"i 32' 0"i 19' 1"i 19' 1"i 19' 1"i 16' 6"i 16' 6"i 16' 6"i 14' 9"i 14' 9"i 14' 9"i 13' 6"i 13' 6"i 13' 6"i 12' 5"a 12' 5"a 12' 5"a 11' 7"a 11' 7"a 11' 7"a 10' 2"a 10' 2"a 10' 2"a 16 28' 7"i 28' 7"i 28' 7"i 16' 6"i 16' 6"i 16' 6"i 14' 4"i 14' 4"i 14' 4"i 12' 9"a 12' 9"a 12' 9"a 11' 7"a 11' 7"a 11' 7"a 10' 7"a 10' 7"a 10' 7"a 9' 10"a 9' 10"a 9' 10"a 8' 7"a 8' 7"a 8' 7"a 24 23' 4"i 23' 4"i 23' 4"i 13' 6"i 13' 6"i 13' 6"i 11' 7"a 11' 7"a 11' 7"a 10' 2"a 10' 2"a 10' 2"a 9' 2"a 9' 2"a 9' 2"a 8' 4"a 8' 4"a 8' 4"a 7' 9"a 7' 9"a 7' 9"a 6' 9"a 6' 9"a 6' 9"a 600S162-33 33 12 35' 6"i 35' 6"i 33' 7" 20' 6"i 20' 6"i 20' 6"i 17' 9"i 17' 9"i 17' 9"i 15' 11"i 15' 11"i 15' 11"i 14' 6"a 14' 6"a 14' 6"a 13' 5"a 13' 5"a 13' 5"a 12' 7"a 12' 7"a 12' 7"a 11' 3"a 11' 3"a 11' 3"a 16 30' 9"i 30' 9"i 30' 6"i 17' 9"i 17' 9"i 17' 9"i 15' 5"a 15' 5"a 15' 5"a 13' 9"a 13' 9"a 13' 9"a 12' 7"a 12' 7"a 12' 7"a 11' 8"a 11' 8"a 11' 8"a 10' 10"a 10' 10"a 10' 10"a 9' 6"a 9' 6"a 9' 6"a 24 25' 1"i 25' 1"i 25' 1"i 14' 6"a 14' 6"a 14' 6"a 12' 7"a 12' 7"a 12' 7"a 11' 3"a 11' 3"a 11' 3"a 10' 1"a 10' 1"a 10' 1"a 9' 2"a 9' 2"a 9' 2"a 8' 5"a 8' 5"a 8' 5"a 7' 4"a 7' 4"a 7' 4"a 600S200-33 33 12 37' 11"i 37' 11"i 35' 3" 21' 10"i 21' 10"i 21' 10"i 18' 11"i 18' 11"i 18' 11"i 16' 11"a 16' 11"a 16' 11"a 15' 6"a 15' 6"a 15' 6"a 14' 3"a 14' 3"a 14' 3"a 13' 3"a 13' 3"a 13' 3"a 11' 7"a 11' 7"a 11' 7"a 16 32' 10"i 32' 10"i 32' 0"i 18' 11"i 18' 11"i 18' 11"i 16' 5"a 16' 5"a 16' 5"a 14' 8"a 14' 8"a 14' 8"a 13' 3"a 13' 3"a 13' 3"a 12' 1"a 12' 1"a 12' 1"a 11' 2"a 11' 2"a 11' 2"a 9' 9"a 9' 9"a 9' 9"a 24 26' 9"i 26' 9"i 26' 9"i 15' 6"a 15' 6"a 15' 6"a 13' 3"a 13' 3"a 13' 3"a 11' 7"a 11' 7"a 11' 7"a 10' 5"a 10' 5"a 10' 5"a 9' 5"a 9' 5"a 9' 5"a 8' 8"a 8' 8"a 8' 8"a 7' 6"a 7' 6"a 7' 6"a 600S137-43 33 12 39' 8" 39' 8" 35' 0" 22' 11"i 22' 11"i 22' 11"i 19' 10"i 19' 10"i 19' 10"i 17' 9"i 17' 9"i 17' 9"i 16' 2"i 16' 2"i 16' 2"i 15' 0"i 15' 0"i 15' 0"i 14' 0"i 14' 0"i 14' 0"i 12' 7"i 12' 7"i 12' 7"i 16 34' 5" 34' 5" 31' 10" 19' 10"i 19' 10"i 19' 10"i 17' 2"i 17' 2"i 17' 2"i 15' 5"i 15' 5"i 15' 5"i 14' 0"i 14' 0"i 14' 0"i 13' 0"i 13' 0"i 13' 0"i 12' 2"i 12' 2"i 12' 2"i 10' 10"a 10' 10"a 10' 10"a 24 28' 1"i 28' 1"i 27' 10"i 16' 2"i 16' 2"i 16' 2"i 14' 0"i 14' 0"i 14' 0"i 12' 7"i 12' 7"i 12' 7"i 11' 6"i 11' 6"i 11' 6"i 10' 7"a 10' 7"a 10' 7"a 9' 10"a 9' 10"a 9' 10"a 8' 9"a 8' 9"a 8' 9"a 600S162-43 33 12 43' 11" 41' 10" 36' 6" 25' 4"i 25' 4"i 24' 1"i 21' 11"i 21' 11"i 21' 10"i 19' 8"i 19' 8"i 19' 8"i 17' 11"i 17' 11"i 17' 11"i 16' 7"i 16' 7"i 16' 7"i 15' 6"i 15' 6"i 15' 6"i 13' 11"a 13' 11"a 13' 11"a 16 38' 0" 38' 0" 33' 2" 21' 11"i 21' 11"i 21' 10"i 19' 0"i 19' 0"i 19' 0"i 17' 0"i 17' 0"i 17' 0"i 15' 6"i 15' 6"i 15' 6"i 14' 4"i 14' 4"i 14' 4"i 13' 5"a 13' 5"a 13' 5"a 12' 0"a 12' 0"a 12' 0"a 24 31' 1"i 31' 1"i 29' 0" 17' 11"i 17' 11"i 17' 11"i 15' 6"i 15' 6"i 15' 6"i 13' 11"a 13' 11"a 13' 11"a 12' 8"a 12' 8"a 12' 8"a 11' 9"a 11' 9"a 11' 9"a 11' 0"a 11' 0"a 11' 0"a 9' 10"a 9' 10"a 9' 10"a 600S200-43 33 12 45' 4" 43' 11" 38' 4" 26' 2"i 26' 2"i 25' 3"i 22' 8"i 22' 8"i 22' 8"i 20' 3"i 20' 3"i 20' 3"i 18' 6"i 18' 6"i 18' 6"i 17' 1"i 17' 1"i 17' 1"i 16' 0"i 16' 0"i 16' 0"i 14' 4"a 14' 4"a 14' 4"a 16 39' 3"i 39' 3"i 34' 10" 22' 8"i 22' 8"i 22' 8"i 19' 7"i 19' 7"i 19' 7"i 17' 7"i 17' 7"i 17' 7"i 16' 0"i 16' 0"i 16' 0"i 14' 10"a 14' 10"a 14' 10"a 13' 10"a 13' 10"a 13' 10"a 12' 5"a 12' 5"a 12' 5"a 24 32' 0"i 32' 0"i 30' 5"i 18' 6"i 18' 6"i 18' 6"i 16' 0"i 16' 0"i 16' 0"i 14' 4"a 14' 4"a 14' 4"a 13' 1"a 13' 1"a 13' 1"a 12' 1"a 12' 1"a 12' 1"a 11' 4"a 11' 4"a 11' 4"a 10' 0"a 10' 0"a 10' 0"a 600S137-54 50 12 53' 3" 43' 0" 37' 7" 30' 9" 29' 4" 24' 9" 26' 7" 26' 7" 22' 6" 23' 10"i 23' 10"i 20' 10" 21' 9"i 21' 9"i 19' 8" 20' 1"i 20' 1"i 18' 8" 18' 10"i 18' 10"i 17' 10"i 16' 10"i 16' 10"i 16' 7"i 16 46' 1" 39' 1" 34' 2" 26' 7" 26' 7" 22' 6" 23' 1"i 23' 1"i 20' 5" 20' 7"i 20' 7"i 19' 0" 18' 10"i 18' 10"i 17' 10"i 17' 5"i 17' 5"i 16' 11"i 16' 4"i 16' 4"i 16' 3"i 14' 7"i 14' 7"i 14' 7"i 24 37' 8" 34' 2" 29' 10" 21' 9"i 21' 9"i 19' 8" 18' 10"i 18' 10"i 17' 10"i 16' 10"i 16' 10"i 16' 7"i 15' 4"i 15' 4"i 15' 4"i 14' 3"i 14' 3"i 14' 3"i 13' 4"i 13' 4"i 13' 4"i 11' 11"i 11' 11"i 11' 11"i 600S162-54 50 12 56' 6" 44' 10" 39' 2" 33' 11" 30' 7" 25' 10" 29' 5" 27' 10" 23' 5" 26' 3"i 25' 10" 21' 9" 24' 0"i 24' 0"i 20' 6" 22' 3"i 22' 3"i 19' 6" 20' 9"i 20' 9"i 18' 7" 18' 7"i 18' 7"i 17' 3"i 16 50' 11" 40' 9" 35' 7" 29' 5" 27' 10" 23' 5" 25' 5"i 25' 3"i 21' 4" 22' 9"i 22' 9"i 19' 9" 20' 9"i 20' 9"i 18' 7" 19' 3"i 19' 3"i 17' 8"i 18' 0"i 18' 0"i 16' 11"i 16' 1"i 16' 1"i 15' 8"i 24 41' 7" 35' 7" 31' 1" 24' 0"i 24' 0"i 20' 6" 20' 9"i 20' 9"i 18' 7" 18' 7"i 18' 7"i 17' 3"i 17' 0"i 17' 0"i 16' 3"i 15' 8"i 15' 8"i 15' 5"i 14' 8"i 14' 8"i 14' 8"i 13' 2"i 13' 2"i 13' 2"i 600S200-54 50 12 59' 5" 47' 2" 41' 2" 34' 11" 32' 2" 27' 2" 30' 3"i 29' 3" 24' 8" 27' 0"i 27' 0"i 22' 11" 24' 8"i 24' 8"i 21' 6" 22' 10"i 22' 10"i 20' 5" 21' 4"i 21' 4"i 19' 7"i 19' 1"i 19' 1"i 18' 2"i 16 52' 4" 42' 10" 37' 5" 30' 3"i 29' 3" 24' 8" 26' 2"i 26' 2"i 22' 5" 23' 5"i 23' 5"i 20' 9" 21' 4"i 21' 4"i 19' 7"i 19' 9"i 19' 9"i 18' 7"i 18' 6"i 18' 6"i 17' 9"i 16' 7"i 16' 7"i 16' 6"i 24 42' 9" 37' 5" 32' 8" 24' 8"i 24' 8"i 21' 6" 21' 4"i 21' 4"i 19' 7"i 19' 1"i 19' 1"i 18' 2"i 17' 5"i 17' 5"i 17' 1"i 16' 2"i 16' 2"i 16' 2"i 15' 1"i 15' 1"i 15' 1"i 13' 6"i 13' 6"i 13' 6"i 600S137-68 50 12 58' 0" 46' 1" 40' 3" 35' 10" 31' 5" 26' 6" 31' 0" 28' 7" 24' 1" 27' 9" 26' 6" 22' 4" 25' 4" 24' 11" 21' 0" 23' 6" 23' 6" 20' 0" 21' 11"i 21' 11"i 19' 1" 19' 8"i 19' 8"i 17' 9" 16 52' 9" 41' 10" 36' 7" 31' 0" 28' 7" 24' 1" 26' 11" 25' 11" 21' 11" 24' 0" 24' 0" 20' 4" 21' 11"i 21' 11"i 19' 1" 20' 4"i 20' 4"i 18' 2" 19' 0"i 19' 0"i 17' 4" 17' 0"i 17' 0"i 16' 1"i 24 43' 11" 36' 7" 31' 11" 25' 4" 24' 11" 21' 0" 21' 11"i 21' 11"i 19' 1" 19' 8"i 19' 8"i 17' 9" 17' 11"i 17' 11"i 16' 8" 16' 7"i 16' 7"i 15' 10"i 15' 6"i 15' 6"i 15' 2"i 13' 11"i 13' 11"i 13' 11"i 600S162-68 50 12 60' 7" 48' 1" 42' 0" 37' 7" 32' 10" 27' 8" 34' 2" 29' 10" 25' 2" 30' 10" 27' 8" 23' 4" 28' 2" 26' 1" 22' 0" 26' 1"i 24' 9" 20' 10" 24' 5"i 23' 8" 20' 0" 21' 10"i 21' 10"i 18' 6" 16 55' 1" 43' 8" 38' 2" 34' 2" 29' 10" 25' 2" 29' 10" 27' 1" 22' 10" 26' 9"i 25' 2" 21' 3" 24' 5"i 23' 8" 20' 0" 22' 7"i 22' 6"i 19' 0" 21' 1"i 21' 1"i 18' 2" 18' 11"i 18' 11"i 16' 10" 24 48' 1" 38' 2" 33' 4" 28' 2" 26' 1" 22' 0" 24' 5"i 23' 8" 20' 0" 21' 10"i 21' 10"i 18' 6" 19' 11"i 19' 11"i 17' 5" 18' 5"i 18' 5"i 16' 7"i 17' 3"i 17' 3"i 15' 10"i 15' 5"i 15' 5"i 14' 8"i 600S200-68 50 12 63' 9" 50' 7" 44' 2" 39' 6" 34' 6" 29' 1" 35' 11" 31' 4" 26' 5" 32' 6" 29' 1" 24' 7" 29' 8"i 27' 5" 23' 1" 27' 6"i 26' 0" 21' 11" 25' 9"i 24' 11"i 21' 0" 23' 0"i 23' 0"i 19' 6" 16 57' 11" 46' 0" 40' 2" 35' 11" 31' 4" 26' 5" 31' 6" 28' 6" 24' 0" 28' 2"i 26' 5" 22' 4" 25' 9"i 24' 11"i 21' 0" 23' 10"i 23' 8"i 19' 11" 22' 3"i 22' 3"i 19' 1" 19' 11"i 19' 11"i 17' 8"i 24 50' 7" 40' 2" 35' 1" 29' 8"i 27' 5" 23' 1" 25' 9"i 24' 11"i 21' 0" 23' 0"i 23' 0"i 19' 6" 21' 0"i 21' 0"i 18' 4" 19' 5"i 19' 5"i 17' 5"i 18' 2"i 18' 2"i 16' 8"i 16' 3"i 16' 3"i 15' 6"i 600S137-97 50 12 64' 2" 50' 11" 44' 6" 39' 9" 34' 9" 29' 4" 36' 2" 31' 7" 26' 8" 33' 7" 29' 4" 24' 9" 31' 7" 27' 7" 23' 3" 30' 0" 26' 2" 22' 1" 28' 8" 25' 1" 21' 2" 25' 9" 23' 3" 19' 7" 16 58' 4" 46' 4" 40' 5" 36' 2" 31' 7" 26' 8" 32' 10" 28' 8" 24' 2" 30' 6" 26' 8" 22' 6" 28' 8" 25' 1" 21' 2" 26' 8" 23' 10" 20' 1" 24' 11" 22' 9" 19' 2" 22' 2"i 21' 2" 17' 10" 24 50' 11" 40' 5" 35' 4" 31' 7" 27' 7" 23' 3" 28' 8" 25' 1" 21' 2" 25' 9" 23' 3" 19' 7" 23' 5"i 21' 11" 18' 6" 21' 8"i 20' 10" 17' 7" 20' 2"i 19' 11" 16' 9" 18' 0"i 18' 0"i 15' 7" 600S162-97 50 12 67' 2" 53' 4" 46' 7" 41' 8" 36' 4" 30' 8" 37' 10" 33' 1" 27' 10" 35' 1" 30' 8" 25' 10" 33' 1" 28' 10" 24' 4" 31' 5" 27' 5" 23' 2" 30' 0" 26' 3" 22' 1" 27' 2" 24' 4" 20' 6" 16 61' 0" 48' 5" 42' 4" 37' 10" 33' 1" 27' 10" 34' 4" 30' 0" 25' 4" 31' 11" 27' 10" 23' 6" 30' 0" 26' 3" 22' 1" 28' 2" 24' 11" 21' 0" 26' 3"i 23' 10" 20' 1" 23' 5"i 22' 1" 18' 8" 24 53' 4" 42' 4" 37' 0" 33' 1" 28' 10" 24' 4" 30' 0" 26' 3" 22' 1" 27' 2" 24' 4" 20' 6" 24' 9"i 22' 11" 19' 4" 22' 10"i 21' 9" 18' 4" 21' 4"i 20' 10"i 17' 7" 18' 11"i 18' 11"i 16' 4" www.SSMA.com30 Copyright © 2015 by the SSMA Curtain Wall Limiting Heights - Double Span "a" web stiffeners required at ends and interior supports. "e" web stiffeners required at ends. "i" web stiffeners required at interior support. See Table Notes on page 25. Section Fy (ksi)Spacing (in) oc 5 psf 15 psf 20 psf 25 psf 30 psf 35 psf 40 psf 50 psf L/120 L/240 L/360 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 L/240 L/360 L/600 600S200-97 50 12 70' 9" 56' 2" 49' 1" 43' 10" 38' 4" 32' 4" 39' 10" 34' 10" 29' 4" 37' 0" 32' 4" 27' 3" 34' 10" 30' 5" 25' 8" 33' 1" 28' 11" 24' 4" 31' 8" 27' 8" 23' 4" 28' 11"i 25' 8" 21' 8" 16 64' 4" 51' 0" 44' 7" 39' 10" 34' 10" 29' 4" 36' 3" 31' 8" 26' 8" 33' 7" 29' 4" 24' 9" 31' 8" 27' 8" 23' 4" 29' 11" 26' 3" 22' 2" 28' 0"i 25' 1" 21' 2" 24' 11"i 23' 4" 19' 8" 24 56' 2" 44' 7" 38' 11" 34' 10" 30' 5" 25' 8" 31' 8" 27' 8" 23' 4" 28' 11"i 25' 8" 21' 8" 26' 4"i 24' 2" 20' 4" 24' 4"i 22' 11" 19' 4" 22' 8"i 21' 11"i 18' 6" 20' 2"i 20' 2"i 17' 2" 600S162-118 50 12 70' 11" 56' 4" 49' 2" 44' 0" 38' 5" 32' 5" 39' 11" 34' 11" 29' 5" 37' 1" 32' 5" 27' 4" 34' 11" 30' 6" 25' 9" 33' 2" 29' 0" 24' 5" 31' 8" 27' 8" 23' 4" 29' 5" 25' 9" 21' 8" 16 64' 5" 51' 2" 44' 8" 39' 11" 34' 11" 29' 5" 36' 4" 31' 8" 26' 9" 33' 8" 29' 5" 24' 10" 31' 8" 27' 8" 23' 4" 30' 1" 26' 4" 22' 2" 28' 10" 25' 2" 21' 3" 25' 8" 23' 4" 19' 8" 24 56' 4" 44' 8" 39' 0" 34' 11" 30' 6" 25' 9" 31' 8" 27' 8" 23' 4" 29' 5" 25' 9" 21' 8" 27' 1" 24' 2" 20' 5" 25' 0" 23' 0" 19' 5" 23' 4" 22' 0" 18' 7" 20' 9"i 20' 5" 17' 3" 600S200-118 50 12 74' 10" 59' 5" 51' 11" 46' 5" 40' 6" 34' 2" 42' 2" 36' 10" 31' 1" 39' 2" 34' 2" 28' 10" 36' 10" 32' 2" 27' 2" 35' 0" 30' 7" 25' 9" 33' 5" 29' 3" 24' 8" 31' 1" 27' 2" 22' 11" 16 68' 0" 54' 0" 47' 2" 42' 2" 36' 10" 31' 1" 38' 4" 33' 5" 28' 3" 35' 7" 31' 1" 26' 2" 33' 5" 29' 3" 24' 8" 31' 9" 27' 9" 23' 5" 30' 5" 26' 7" 22' 5" 27' 3" 24' 8" 20' 10" 24 59' 5" 47' 2" 41' 2" 36' 10" 32' 2" 27' 2" 33' 5" 29' 3" 24' 8" 31' 1" 27' 2" 22' 11" 28' 10" 25' 6" 21' 6" 26' 7" 24' 3" 20' 5" 24' 9"i 23' 2" 19' 7" 22' 0"i 21' 6" 18' 2" 800S137-33 33 12 37' 10"a 37' 10"a 37' 10"a 21' 10"a 21' 10"a 21' 10"a 18' 10"a 18' 10"a 18' 10"a 16' 7"a 16' 7"a 16' 7"a 14' 10"a 14' 10"a 14' 10"a 13' 6"a 13' 6"a 13' 6"a 12' 5"a 12' 5"a 12' 5"a 10' 9"a 10' 9"a 10' 9"a 16 32' 9"a 32' 9"a 32' 9"a 18' 10"a 18' 10"a 18' 10"a 15' 11"a 15' 11"a 15' 11"a 13' 11"a 13' 11"a 13' 11"a 12' 5"a 12' 5"a 12' 5"a 11' 3"a 11' 3"a 11' 3"a 10' 4"a 10' 4"a 10' 4"a 8' 10"a 8' 10"a 8' 10"a 24 26' 9"a 26' 9"a 26' 9"a 14' 10"a 14' 10"a 14' 10"a 12' 5"a 12' 5"a 12' 5"a 10' 9"a 10' 9"a 10' 9"a 9' 6"a 9' 6"a 9' 6"a 8' 6"a 8' 6"a 8' 6"a 7' 9"a 7' 9"a 7' 9"a 6' 6"a 6' 6"a 6' 6"a 800S162-33 33 12 41' 0"a 41' 0"a 41' 0"a 23' 6"a 23' 6"a 23' 6"a 19' 11"a 19' 11"a 19' 11"a 17' 6"a 17' 6"a 17' 6"a 15' 8"a 15' 8"a 15' 8"a 14' 2"a 14' 2"a 14' 2"a 13' 0"a 13' 0"a 13' 0"a 11' 3"a 11' 3"a 11' 3"a 16 35' 6"a 35' 6"a 35' 6"a 19' 11"a 19' 11"a 19' 11"a 16' 10"a 16' 10"a 16' 10"a 14' 8"a 14' 8"a 14' 8"a 13' 0"a 13' 0"a 13' 0"a 11' 9"a 11' 9"a 11' 9"a 10' 9"a 10' 9"a 10' 9"a 9' 2"a 9' 2"a 9' 2"a 24 29' 0"a 29' 0"a 29' 0"a 15' 8"a 15' 8"a 15' 8"a 13' 0"a 13' 0"a 13' 0"a 11' 3"a 11' 3"a 11' 3"a 9' 10"a 9' 10"a 9' 10"a 8' 10"a 8' 10"a 8' 10"a 8' 0"a 8' 0"a 8' 0"a 6' 8"a 6' 8"a 6' 8"a 800S200-33 33 12 44' 0"a 44' 0"a 44' 0"a 25' 0"a 25' 0"a 25' 0"a 21' 1"a 21' 1"a 21' 1"a 18' 6"a 18' 6"a 18' 6"a 16' 6"a 16' 6"a 16' 6"a 14' 11"a 14' 11"a 14' 11"a 13' 8"a 13' 8"a 13' 8"a 11' 8"a 11' 8"a 11' 8"a 16 38' 1"a 38' 1"a 38' 1"a 21' 1"a 21' 1"a 21' 1"a 17' 9"a 17' 9"a 17' 9"a 15' 5"a 15' 5"a 15' 5"a 13' 8"a 13' 8"a 13' 8"a 12' 3"a 12' 3"a 12' 3"a 11' 2"a 11' 2"a 11' 2"a 9' 6"a 9' 6"a 9' 6"a 24 31' 1"a 31' 1"a 31' 1"a 16' 6"a 16' 6"a 16' 6"a 13' 8"a 13' 8"a 13' 8"a 11' 8"a 11' 8"a 11' 8"a 10' 3"a 10' 3"a 10' 3"a 9' 1"a 9' 1"a 9' 1"a 8' 2"a 8' 2"a 8' 2"a 6' 10"a 6' 10"a 6' 10"a 800S137-43 33 12 45' 10" 45' 10" 44' 0" 26' 6"i 26' 6"i 26' 6"i 22' 11"i 22' 11"i 22' 11"i 20' 6"i 20' 6"i 20' 6"i 18' 9"i 18' 9"i 18' 9"i 17' 4"i 17' 4"i 17' 4"i 16' 3"i 16' 3"i 16' 3"i 14' 6"a 14' 6"a 14' 6"a 16 39' 9"i 39' 9"i 39' 9"i 22' 11"i 22' 11"i 22' 11"i 19' 10"i 19' 10"i 19' 10"i 17' 9"i 17' 9"i 17' 9"i 16' 3"i 16' 3"i 16' 3"i 15' 0"a 15' 0"a 15' 0"a 14' 1"a 14' 1"a 14' 1"a 12' 5"a 12' 5"a 12' 5"a 24 32' 5"i 32' 5"i 32' 5"i 18' 9"i 18' 9"i 18' 9"i 16' 3"i 16' 3"i 16' 3"i 14' 6"a 14' 6"a 14' 6"a 13' 2"a 13' 2"a 13' 2"a 12' 1"a 12' 1"a 12' 1"a 11' 2"a 11' 2"a 11' 2"a 9' 10"a 9' 10"a 9' 10"a 800S162-43 33 12 49' 5"i 49' 5"i 45' 10" 28' 6"i 28' 6"i 28' 6"i 24' 9"i 24' 9"i 24' 9"i 22' 1"i 22' 1"i 22' 1"i 20' 2"i 20' 2"i 20' 2"i 18' 8"i 18' 8"i 18' 8"i 17' 6"a 17' 6"a 17' 6"a 15' 5"a 15' 5"a 15' 5"a 16 42' 10"i 42' 10"i 41' 7"i 24' 9"i 24' 9"i 24' 9"i 21' 5"i 21' 5"i 21' 5"i 19' 2"i 19' 2"i 19' 2"i 17' 6"a 17' 6"a 17' 6"a 16' 1"a 16' 1"a 16' 1"a 14' 11"a 14' 11"a 14' 11"a 13' 1"a 13' 1"a 13' 1"a 24 34' 11"i 34' 11"i 34' 11"i 20' 2"i 20' 2"i 20' 2"i 17' 6"a 17' 6"a 17' 6"a 15' 5"a 15' 5"a 15' 5"a 13' 11"a 13' 11"a 13' 11"a 12' 9"a 12' 9"a 12' 9"a 11' 9"a 11' 9"a 11' 9"a 10' 4"a 10' 4"a 10' 4"a 800S200-43 33 12 52' 11" 52' 11" 48' 2" 30' 6"i 30' 6"i 30' 6"i 26' 5"i 26' 5"i 26' 5"i 23' 8"i 23' 8"i 23' 8"i 21' 7"i 21' 7"i 21' 7"i 20' 0"a 20' 0"a 20' 0"a 18' 8"a 18' 8"a 18' 8"a 16' 9"a 16' 9"a 16' 9"a 16 45' 10"i 45' 10"i 43' 9" 26' 5"i 26' 5"i 26' 5"i 22' 11"i 22' 11"i 22' 11"i 20' 6"a 20' 6"a 20' 6"a 18' 8"a 18' 8"a 18' 8"a 17' 4"a 17' 4"a 17' 4"a 16' 2"a 16' 2"a 16' 2"a 14' 6"a 14' 6"a 14' 6"a 24 37' 5"i 37' 5"i 37' 5"i 21' 7"i 21' 7"i 21' 7"i 18' 8"a 18' 8"a 18' 8"a 16' 9"a 16' 9"a 16' 9"a 15' 3"a 15' 3"a 15' 3"a 14' 1"a 14' 1"a 14' 1"a 12' 11"a 12' 11"a 12' 11"a 11' 3"a 11' 3"a 11' 3"a 800S137-54 50 12 61' 7" 54' 5" 47' 7" 35' 7" 35' 7" 31' 4" 30' 10"i 30' 10"i 28' 6" 27' 7"i 27' 7"i 26' 5" 25' 2"i 25' 2"i 24' 10"i 23' 3"i 23' 3"i 23' 3"i 21' 9"i 21' 9"i 21' 9"i 19' 6"i 19' 6"i 19' 6"i 16 53' 4" 49' 4" 43' 3" 30' 10"i 30' 10"i 28' 6" 26' 8"i 26' 8"i 25' 10"i 23' 10"i 23' 10"i 23' 10"i 21' 9"i 21' 9"i 21' 9"i 20' 2"i 20' 2"i 20' 2"i 18' 10"i 18' 10"i 18' 10"i 16' 10"i 16' 10"i 16' 10"i 24 43' 7" 43' 0" 37' 9" 25' 2"i 25' 2"i 24' 10"i 21' 9"i 21' 9"i 21' 9"i 19' 6"i 19' 6"i 19' 6"i 17' 9"i 17' 9"i 17' 9"i 16' 6"i 16' 6"i 16' 6"i 15' 5"i 15' 5"i 15' 5"i 13' 9"i 13' 9"i 13' 9"i 800S162-54 50 12 66' 2" 56' 7" 49' 5" 38' 2" 38' 2" 32' 7" 33' 1"i 33' 1"i 29' 7" 29' 7"i 29' 7"i 27' 6" 27' 0"i 27' 0"i 25' 10"i 25' 0"i 25' 0"i 24' 7"i 23' 5"i 23' 5"i 23' 5"i 20' 11"i 20' 11"i 20' 11"i 16 57' 3" 51' 4" 44' 11" 33' 1"i 33' 1"i 29' 7" 28' 8"i 28' 8"i 26' 10"i 25' 7"i 25' 7"i 24' 11"i 23' 5"i 23' 5"i 23' 5"i 21' 8"i 21' 8"i 21' 8"i 20' 3"i 20' 3"i 20' 3"i 18' 1"i 18' 1"i 18' 1"i 24 46' 9" 44' 9" 39' 3" 27' 0"i 27' 0"i 25' 10"i 23' 5"i 23' 5"i 23' 5"i 20' 11"i 20' 11"i 20' 11"i 19' 1"i 19' 1"i 19' 1"i 17' 8"i 17' 8"i 17' 8"i 16' 6"i 16' 6"i 16' 6"i 14' 9"i 14' 9"i 14' 9"i 800S200-54 50 12 70' 7" 59' 3" 51' 9" 40' 9" 40' 5" 34' 1" 35' 4"i 35' 4"i 30' 11" 31' 7"i 31' 7"i 28' 9" 28' 10"i 28' 10"i 27' 0"i 26' 8"i 26' 8"i 25' 8"i 24' 11"i 24' 11"i 24' 7"i 22' 4"i 22' 4"i 22' 4"i 16 61' 2" 53' 10" 47' 0" 35' 4"i 35' 4"i 30' 11" 30' 7"i 30' 7"i 28' 1" 27' 4"i 27' 4"i 26' 1"i 24' 11"i 24' 11"i 24' 7"i 23' 1"i 23' 1"i 23' 1"i 21' 7"i 21' 7"i 21' 7"i 19' 4"i 19' 4"i 19' 4"i 24 49' 11" 47' 0" 41' 1" 28' 10"i 28' 10"i 27' 0"i 24' 11"i 24' 11"i 24' 7"i 22' 4"i 22' 4"i 22' 4"i 20' 5"i 20' 5"i 20' 5"i 18' 10"i 18' 10"i 18' 10"i 17' 8"i 17' 8"i 17' 8"i 15' 9"a 15' 9"a 15' 9"a 800S137-68 50 12 72' 8" 58' 5" 51' 0" 41' 11" 39' 10" 33' 7" 36' 4" 36' 2" 30' 6" 32' 6" 32' 6" 28' 4" 29' 8"i 29' 8"i 26' 8" 27' 5"i 27' 5"i 25' 4" 25' 8"i 25' 8"i 24' 3" 23' 0"i 23' 0"i 22' 6"i 16 62' 11" 53' 1" 46' 4" 36' 4" 36' 2" 30' 6" 31' 5" 31' 5" 27' 9" 28' 2"i 28' 2"i 25' 9" 25' 8"i 25' 8"i 24' 3" 23' 9"i 23' 9"i 23' 0"i 22' 3"i 22' 3"i 22' 0"i 19' 11"i 19' 11"i 19' 11"i 24 51' 4" 46' 4" 40' 6" 29' 8"i 29' 8"i 26' 8" 25' 8"i 25' 8"i 24' 3" 23' 0"i 23' 0"i 22' 6"i 21' 0"i 21' 0"i 21' 0"i 19' 5"i 19' 5"i 19' 5"i 18' 2"i 18' 2"i 18' 2"i 16' 3"i 16' 3"i 16' 3"i 800S162-68 50 12 76' 6" 60' 9" 53' 1" 44' 9" 41' 5" 34' 11" 38' 9" 37' 8" 31' 9" 34' 8" 34' 8" 29' 6" 31' 8"i 31' 8"i 27' 9" 29' 4"i 29' 4"i 26' 4" 27' 5"i 27' 5"i 25' 2" 24' 6"i 24' 6"i 23' 5"i 16 67' 2" 55' 2" 48' 2" 38' 9" 37' 8" 31' 9" 33' 7"i 33' 7"i 28' 10" 30' 0"i 30' 0"i 26' 9" 27' 5"i 27' 5"i 25' 2" 25' 5"i 25' 5"i 23' 11"i 23' 9"i 23' 9"i 22' 11"i 21' 3"i 21' 3"i 21' 3"i 24 54' 10" 48' 2" 42' 1" 31' 8"i 31' 8"i 27' 9" 27' 5"i 27' 5"i 25' 2" 24' 6"i 24' 6"i 23' 5"i 22' 5"i 22' 5"i 22' 0"i 20' 9"i 20' 9"i 20' 9"i 19' 5"i 19' 5"i 19' 5"i 17' 4"i 17' 4"i 17' 4"i 800S200-68 50 12 80' 1" 63' 7" 55' 7" 49' 4" 43' 5" 36' 7" 42' 8" 39' 5" 33' 3" 38' 2" 36' 7" 30' 10" 34' 10"i 34' 5"i 29' 0" 32' 3"i 32' 3"i 27' 7" 30' 2"i 30' 2"i 26' 5" 27' 0"i 27' 0"i 24' 6"i 16 72' 9" 57' 9" 50' 6" 42' 8" 39' 5" 33' 3" 37' 0"i 35' 10" 30' 2" 33' 1"i 33' 1"i 28' 0" 30' 2"i 30' 2"i 26' 5" 27' 11"i 27' 11"i 25' 1" 26' 2"i 26' 2"i 24' 0"i 23' 5"i 23' 5"i 22' 3"i 24 60' 5" 50' 6" 44' 1" 34' 10"i 34' 5"i 29' 0" 30' 2"i 30' 2"i 26' 5" 27' 0"i 27' 0"i 24' 6"i 24' 8"i 24' 8"i 23' 1"i 22' 10"i 22' 10"i 21' 11"i 21' 4"i 21' 4"i 20' 11"i 19' 1"i 19' 1"i 19' 1"i 800S137-97 50 12 81' 7" 64' 9" 56' 7" 50' 7" 44' 2" 37' 3" 45' 11" 40' 2" 33' 10" 41' 3" 37' 3" 31' 5" 37' 8" 35' 1" 29' 7" 34' 10" 33' 4" 28' 1" 32' 7" 31' 10" 26' 10" 29' 1"i 29' 1"i 24' 11" 16 74' 2" 58' 10" 51' 5" 45' 11" 40' 2" 33' 10" 40' 0" 36' 6" 30' 9" 35' 9" 33' 10" 28' 7" 32' 7" 31' 10" 26' 10" 30' 2" 30' 2" 25' 6" 28' 2"i 28' 2"i 24' 5" 25' 2"i 25' 2"i 22' 8" 24 64' 9" 51' 5" 44' 11" 37' 8" 35' 1" 29' 7" 32' 7" 31' 10" 26' 10" 29' 1"i 29' 1"i 24' 11" 26' 7"i 26' 7"i 23' 6" 24' 7"i 24' 7"i 22' 4" 22' 11"i 22' 11"i 21' 4" 20' 6"i 20' 6"i 19' 10"i 800S162-97 50 12 85' 0" 67' 5" 58' 11" 52' 8" 46' 0" 38' 10" 47' 10" 41' 10" 35' 3" 43' 10" 38' 10" 32' 9" 40' 0" 36' 6" 30' 10" 37' 0" 34' 8" 29' 3" 34' 7" 33' 2" 28' 0" 30' 11"i 30' 10"i 26' 0" 16 77' 2" 61' 3" 53' 6" 47' 10" 41' 10" 35' 3" 42' 5" 38' 0" 32' 0" 37' 11" 35' 3" 29' 9" 34' 7" 33' 2" 28' 0" 32' 0"i 31' 6" 26' 7" 29' 11"i 29' 11"i 25' 5" 26' 9"i 26' 9"i 23' 7" 24 67' 5" 53' 6" 46' 9" 40' 0" 36' 6" 30' 10" 34' 7" 33' 2" 28' 0" 30' 11"i 30' 10"i 26' 0" 28' 2"i 28' 2"i 24' 5" 26' 1"i 26' 1"i 23' 3" 24' 4"i 24' 4"i 22' 3" 21' 9"i 21' 9"i 20' 7"i 800S200-97 50 12 89' 1" 70' 9" 61' 9" 55' 3" 48' 3" 40' 8" 50' 2" 43' 10" 37' 0" 46' 7" 40' 8" 34' 4" 43' 10" 38' 4" 32' 4" 41' 4" 36' 5" 30' 8" 38' 8" 34' 10" 29' 4" 34' 7"i 32' 4" 27' 3" 16 81' 0" 64' 3" 56' 2" 50' 2" 43' 10" 37' 0" 45' 7" 39' 10" 33' 7" 42' 4" 37' 0" 31' 2" 38' 8" 34' 10" 29' 4" 35' 10"i 33' 1" 27' 11" 33' 6"i 31' 7" 26' 8" 30' 0"i 29' 4"i 24' 9" 24 70' 9" 56' 2" 49' 0" 43' 10" 38' 4" 32' 4" 38' 8" 34' 10" 29' 4" 34' 7"i 32' 4" 27' 3" 31' 7"i 30' 5"i 25' 8" 29' 3"i 28' 10"i 24' 4" 27' 4"i 27' 4"i 23' 4" 24' 6"i 24' 6"i 21' 7" 800S162-118 50 12 89' 11" 71' 4" 62' 4" 55' 9" 48' 8" 41' 1" 50' 8" 44' 3" 37' 4" 47' 0" 41' 1" 34' 8" 44' 3" 38' 8" 32' 7" 42' 0" 36' 8" 30' 11" 40' 2" 35' 1" 29' 7" 37' 2" 32' 7" 27' 6" 16 81' 8" 64' 10" 56' 8" 50' 8" 44' 3" 37' 4" 46' 0" 40' 2" 33' 11" 42' 8" 37' 4" 31' 6" 40' 2" 35' 1" 29' 7" 38' 2" 33' 4" 28' 1" 36' 0" 31' 11" 26' 11" 32' 2"i 29' 7" 25' 0" 24 71' 4" 56' 8" 49' 6" 44' 3" 38' 8" 32' 7" 40' 2" 35' 1" 29' 7" 37' 2" 32' 7" 27' 6" 33' 11"i 30' 8" 25' 10" 31' 4"i 29' 2" 24' 7" 29' 4"i 27' 10" 23' 6" 26' 2"i 25' 10"i 21' 10" 800S200-118 50 12 94' 5" 74' 11" 65' 5" 58' 6" 51' 1" 43' 1" 53' 2" 46' 5" 39' 2" 49' 4" 43' 1" 36' 4" 46' 5" 40' 7" 34' 3" 44' 1" 38' 6" 32' 6" 42' 2" 36' 10" 31' 1" 39' 2" 34' 3" 28' 10" 16 85' 9" 68' 1" 59' 6" 53' 2" 46' 5" 39' 2" 48' 4" 42' 2" 35' 7" 44' 10" 39' 2" 33' 0" 42' 2" 36' 10" 31' 1" 40' 1" 35' 0" 29' 6" 38' 1"i 33' 6" 28' 3" 34' 0"i 31' 1" 26' 3" 24 74' 11" 59' 6" 51' 11" 46' 5" 40' 7" 34' 3" 42' 2" 36' 10" 31' 1" 39' 2" 34' 3" 28' 10" 35' 10"i 32' 2" 27' 2" 33' 2"i 30' 7" 25' 10" 31' 0"i 29' 3" 24' 8" 27' 7"i 27' 2"i 22' 11" www.SSMA.com 31Complies With 2009, 2012 and 2015 IBC Combined Axial and Lateral Loads Table Notes 5 psf Lateral Load (Interior Walls) Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.81 2.56 3.97 5.08 1.49 2.14 3.32 4.37 1.87 2.65 4.15 5.38 2.25 3.28 5.18 6.68 16 1.74 2.48 3.90 5.01 1.42 2.07 3.26 4.30 1.80 2.57 4.08 5.31 2.17 3.20 5.10 6.60 24 1.58 2.32 3.76 4.87 1.29 1.93 3.13 4.17 1.65 2.42 3.94 5.17 2.01 3.03 4.94 6.45 9 12 1.67 2.38 3.65 4.67 1.38 2.01 3.11 4.07 1.74 2.48 3.86 4.99 2.10 3.07 4.79 6.17 16 1.57 2.28 3.56 4.58 1.30 1.92 3.02 3.99 1.64 2.38 3.77 4.90 2.00 2.96 4.69 6.07 24 1.39 2.09 3.39 4.41 1.13 1.74 2.87 3.82 1.46 2.19 3.60 4.72 1.80 2.76 4.49 5.88 10 12 1.51 2.18 3.29 4.23 1.26 1.85 2.85 3.73 1.58 2.29 3.53 4.55 1.93 2.84 4.37 5.61 16 1.40 2.07 3.19 4.12 1.16 1.75 2.75 3.63 1.47 2.17 3.42 4.44 1.81 2.71 4.25 5.49 24 1.19 1.84 2.99 3.92 0.96 1.54 2.57 3.44 1.26 1.95 3.22 4.23 1.57 2.47 4.01 5.27 12 12 1.18 1.75 2.56 3.31 0.99 1.51 2.27 2.97 1.25 1.87 2.79 3.60 1.56 2.32 3.45 4.44 16 1.04 4 1.61 2.44 3.18 0.86 4 1.37 2.15 2.85 1.11 1.72 2.66 3.47 1.40 2.16 3.30 4.30 24 0.79 3 1.34 3 2.21 2.94 0.63 3 1.12 3 1.93 4 2.62 0.86 3 1.44 4 2.42 3.22 1.12 3 1.86 3.03 4.03 14 12 0.86 3 1.33 1.95 2.54 0.72 3 1.15 4 1.75 2.30 0.93 4 1.44 2.14 2.78 1.18 1.81 2.64 3.43 16 0.71 3 1.17 3 1.82 4 2.40 0.59 3 1.00 3 1.62 4 2.16 0.78 3 1.28 4 2.00 2.64 1.01 3 1.63 4 2.48 3.27 24 0.46 2 0.89 3 1.58 3 2.16 3 0.34 2 0.73 2 1.39 3 1.92 3 0.52 2 0.99 3 1.75 3 2.38 4 0.70 3 1.31 3 2.19 3 2.99 16 12 0.59 3 0.96 3 1.48 4 1.95 0.50 3 0.83 3 1.33 3 1.76 4 0.65 3 1.06 3 1.63 4 2.14 0.84 3 1.36 4 2.01 2.66 16 0.45 2 0.80 3 1.35 3 1.81 3 0.36 2 0.68 2 1.20 3 1.63 3 0.51 2 0.90 3 1.49 3 2.00 4 0.67 3 1.18 3 1.86 3 2.50 24 0.21 1 0.54 2 1.12 2 1.57 3 0.12 1 0.42 1 0.97 2 1.39 2 0.25 1 0.62 2 1.25 2 1.74 3 0.38 2 0.86 2 1.58 3 2.21 3 5 psf Lateral Load (Interior Walls) Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.61 2.31 3.67 4.98 2.03 2.87 4.62 6.18 2.42 3.55 5.77 7.63 2.39 3.38 5.63 7.45 16 1.55 2.25 3.61 4.91 1.96 2.80 4.55 6.11 2.34 3.48 5.70 7.56 2.34 3.33 5.58 7.41 24 1.42 2.12 3.49 4.78 1.82 2.66 4.42 5.97 2.19 3.32 5.54 7.41 2.24 3.23 5.49 7.32 9 12 1.52 2.20 3.49 4.79 1.91 2.72 4.37 5.85 2.28 3.37 5.43 7.19 2.32 3.31 5.55 7.41 16 1.44 2.12 3.42 4.70 1.82 2.63 4.28 5.76 2.19 3.27 5.33 7.10 2.26 3.24 5.49 7.35 24 1.28 1.95 3.27 4.54 1.65 2.46 4.11 5.59 2.00 3.08 5.14 6.91 2.13 3.12 5.38 7.24 10 12 1.41 2.07 3.28 4.49 1.77 2.56 4.08 5.47 2.13 3.16 5.04 6.70 2.25 3.22 5.41 7.35 16 1.31 1.97 3.19 4.38 1.67 2.45 3.97 5.36 2.01 3.04 4.92 6.58 2.16 3.14 5.34 7.27 24 1.12 1.77 3.00 4.18 1.46 2.23 3.77 5.14 1.79 2.81 4.69 6.34 2.00 2.99 5.19 7.12 12 12 1.16 1.76 2.77 3.75 1.46 2.17 3.41 4.54 1.79 2.69 4.19 5.57 2.05 3.00 5.04 6.87 16 1.03 1.62 2.64 3.61 1.32 2.02 3.27 4.39 1.63 2.53 4.03 5.41 1.93 2.89 4.93 6.76 24 0.80 3 1.36 4 2.40 3.35 1.06 4 1.74 3.01 4.12 1.35 2.22 3.74 5.11 1.71 2.68 4.71 6.54 14 12 0.90 4 1.41 2.22 2.96 1.14 1.75 2.71 3.57 1.43 2.19 3.32 4.39 1.81 2.72 4.54 6.23 16 0.75 3 1.25 4 2.08 2.80 0.98 3 1.58 2.55 3.41 1.25 4 2.00 3.14 4.21 1.66 2.57 4.39 6.07 24 0.49 2 0.96 3 1.81 3 2.52 4 0.70 3 1.26 3 2.27 4 3.10 0.92 3 1.65 4 2.82 3.88 1.37 2.29 4.11 5.78 16 12 0.65 3 1.08 3 1.74 2.30 0.84 3 1.35 4 2.12 2.78 1.07 4 1.71 2.60 3.42 1.53 2.39 3.95 5.45 16 0.50 2 0.91 3 1.59 3 2.14 4 0.68 3 1.17 3 1.96 4 2.61 0.89 3 1.51 4 2.41 3.24 1.35 2.20 3.77 5.26 24 0.23 1 0.61 2 1.32 3 1.86 3 0.39 2 0.85 2 1.67 3 2.31 3 0.56 2 1.16 3 2.09 3 2.91 4 1.02 3 1.87 3.43 4.90 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 1. Allowable axial loads listed in kips (1 kip = 1,000 pounds). 2. Allowable axial loads listed are based on simple one span condition. 3. Allowable axial loads determined in accordance with AISI S100 Section C5 and with the assumption that axial load passes through centroid of the effective section. 4. Allowable axial loads are based on 4'-0" on center bracing. 5. Studs are assumed to be adequately braced at a maximum spacing of L u to develop full allowable moment, Ma. 6. Listed wind pressures represent calculated designed wind pressure (1.0 W based on 2009 or 0.6 W based on 2012 IBC or later ASD load combinations). For deflection calculations, listed wind pressures have been reduced by 0.70 as allowed by IBC. The 5 psf pressure has not been reduced for deflection checks. 7. End supports have not been checked for web crippling. See web crippling tables on page 51. 8. See page 5 for additional table notes. www.SSMA.com32 Copyright © 2015 by the SSMA Combined Axial and Lateral Loads 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.37 2.10 3.56 4.66 1.09 1.72 2.95 3.98 1.44 2.20 3.74 4.96 1.77 2.79 4.71 6.22 16 1.16 1.89 3.36 4.46 0.91 1.53 2.77 3.80 1.23 1.99 3.55 4.76 1.55 2.56 4.49 6.01 24 0.78 1.49 2.99 4.08 0.56 4 1.16 2.43 3.44 0.85 1.59 3.17 4.38 1.13 2.13 4.06 5.58 9 12 1.13 1.82 3.14 4.16 0.90 1.49 2.64 3.59 1.21 1.93 3.35 4.47 1.51 2.47 4.21 5.60 16 0.90 1.57 2.91 3.92 0.68 1.26 2.43 3.37 0.97 1.68 3.12 4.23 1.25 2.19 3.94 5.34 24 0.46 3 1.11 4 2.48 3.48 0.28 3 0.83 4 2.03 2.94 0.53 3 1.21 2.68 3.77 0.77 4 1.68 3.44 4.84 10 12 0.90 1.53 2.71 3.63 0.70 4 1.25 2.31 3.16 0.97 1.64 2.94 3.94 1.25 2.13 3.69 4.95 16 0.64 3 1.25 2.45 3.37 0.46 3 0.99 4 2.07 2.91 0.71 4 1.36 2.67 3.66 0.95 1.82 3.38 4.65 24 0.17 3 0.74 3 1.99 4 2.88 -0.51 3 1.62 3 2.44 4 0.23 3 0.84 3 2.18 4 3.15 0.42 3 1.25 4 2.83 4.09 12 12 0.47 3 0.98 3 1.90 4 2.62 0.33 3 0.78 3 1.63 4 2.30 0.53 3 1.08 4 2.10 2.88 0.74 3 1.46 2.65 3.66 16 0.18 2 0.67 3 1.62 3 2.33 4 -0.48 3 1.36 3 2.02 4 0.24 2 0.76 3 1.81 3 2.58 4 0.41 3 1.11 3 2.32 4 3.32 24 -0.13 2 1.13 2 1.81 3 --0.89 2 1.51 3 -0.20 2 1.29 3 2.03 3 -0.49 3 1.73 3 2.72 3 14 12 0.13 2 0.53 2 1.27 3 1.83 3 -0.38 2 1.08 3 1.60 3 0.18 2 0.61 3 1.42 3 2.03 3 0.32 2 0.90 3 1.82 3 2.61 4 16 -0.22 2 1.00 2 1.54 3 --0.82 2 1.31 3 -0.29 2 1.14 2 1.73 3 -0.54 2 1.49 3 2.28 3 24 --0.53 1 1.04 2 --0.35 1 0.82 2 --0.64 1 1.19 2 --0.92 2 1.69 2 16 12 -0.20 1 0.82 2 1.26 3 --0.68 2 1.07 2 -0.26 2 0.93 2 1.41 3 -0.46 2 1.22 3 1.85 3 16 --0.57 1 0.98 2 --0.42 1 0.80 2 --0.66 1 1.12 2 -0.12 1 0.91 2 1.53 2 24 --0.13 1 0.51 1 ---0.34 1 --0.19 1 0.62 1 --0.38 1 0.97 1 5 psf Lateral Load (Interior Walls) Wall Height (ft) Spacing (in) oc. 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.77 2.51 3.81 5.05 7.54 2.42 3.40 5.61 7.45 11.39 2.86 4.31 7.46 9.97 15.65 16 1.73 2.47 3.78 5.02 7.52 2.37 3.35 5.57 7.41 11.35 2.81 4.26 7.41 9.93 15.60 24 1.65 2.39 3.72 4.96 7.46 2.28 3.27 5.49 7.33 11.28 2.72 4.16 7.31 9.83 15.51 9 12 1.74 2.47 3.78 5.02 7.52 2.38 3.36 5.57 7.41 11.35 2.80 4.23 7.31 9.79 15.39 16 1.69 2.43 3.74 4.98 7.48 2.32 3.30 5.52 7.36 11.31 2.74 4.16 7.25 9.73 15.33 24 1.59 2.33 3.66 4.90 7.41 2.20 3.19 5.42 7.26 11.21 2.62 4.03 7.12 9.61 15.20 10 12 1.70 2.44 3.75 4.99 7.49 2.33 3.31 5.53 7.37 11.31 2.73 4.13 7.14 9.58 15.07 16 1.63 2.37 3.70 4.94 7.44 2.25 3.24 5.46 7.30 11.25 2.65 4.05 7.05 9.50 14.99 24 1.51 2.25 3.59 4.83 7.36 2.10 3.11 5.33 7.17 11.12 2.50 3.88 6.89 9.35 14.83 12 12 1.60 2.34 3.66 4.90 7.41 2.17 3.15 5.35 7.25 11.19 2.55 3.88 6.67 9.00 14.21 16 1.51 2.25 3.59 4.82 7.34 2.06 3.05 5.25 7.15 11.09 2.44 3.76 6.55 8.89 14.09 24 1.33 2.07 3.43 4.67 7.21 1.85 2.85 5.05 6.95 10.89 2.22 3.53 6.31 8.66 13.85 14 12 1.48 2.22 3.55 4.79 7.31 1.95 2.91 4.93 6.77 10.96 2.32 3.56 6.07 8.26 13.08 16 1.36 2.09 3.44 4.67 7.20 1.81 2.78 4.80 6.63 10.80 2.17 3.40 5.91 8.10 12.91 24 1.11 1.85 3.21 4.45 7.00 1.54 2.51 4.53 6.35 10.49 1.89 3.09 5.59 7.79 12.58 16 12 1.34 2.07 3.40 4.63 7.15 1.71 2.62 4.41 6.10 9.89 2.05 3.18 5.38 7.38 11.74 16 1.18 1.90 3.24 4.46 7.00 1.53 2.45 4.24 5.91 9.68 1.87 2.98 5.18 7.17 11.52 24 0.87 3 1.59 2.95 4.16 6.71 1.20 4 2.12 3.91 5.57 9.28 1.52 2.61 4.79 6.79 11.09 5 psf Lateral Load (Interior Walls) Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.43 3.57 4.74 7.21 3.35 5.43 7.25 11.25 14.30 4.47 7.74 10.29 15.98 20.46 16 2.40 3.55 4.72 7.19 3.32 5.40 7.22 11.23 14.28 4.44 7.71 10.25 15.95 20.43 24 2.35 3.50 4.68 7.16 3.26 5.35 7.16 11.17 14.23 4.36 7.64 10.19 15.88 20.37 9 12 2.40 3.55 4.73 7.20 3.33 5.41 7.22 11.23 14.28 4.44 7.71 10.26 15.95 20.43 16 2.37 3.52 4.70 7.17 3.29 5.37 7.19 11.20 14.25 4.39 7.67 10.21 15.91 20.39 24 2.30 3.47 4.65 7.12 3.21 5.30 7.12 11.13 14.19 4.30 7.57 10.13 15.83 20.31 10 12 2.38 3.53 4.71 7.18 3.30 5.38 7.19 11.20 14.26 4.41 7.68 10.22 15.92 20.40 16 2.34 3.49 4.67 7.15 3.25 5.33 7.15 11.16 14.22 4.35 7.62 10.17 15.87 20.35 24 2.26 3.43 4.61 7.09 3.15 5.24 7.06 11.07 14.14 4.23 7.50 10.06 15.76 20.25 12 12 2.32 3.48 4.66 7.13 3.22 5.31 7.13 11.14 14.20 4.32 7.59 10.14 15.84 20.32 16 2.26 3.43 4.61 7.09 3.15 5.24 7.06 11.07 14.14 4.23 7.50 10.06 15.76 20.24 24 2.14 3.33 4.51 7.00 3.00 5.11 6.93 10.94 14.03 4.06 7.32 9.90 15.60 20.08 14 12 2.25 3.42 4.60 7.08 3.13 5.22 7.04 11.05 14.12 4.16 7.36 9.96 15.72 20.20 16 2.16 3.35 4.53 7.01 3.03 5.13 6.94 10.95 14.03 4.04 7.24 9.84 15.61 20.09 24 2.00 3.21 4.40 6.88 2.83 4.94 6.76 10.76 13.87 3.80 6.99 9.61 15.38 19.86 16 12 2.16 3.34 4.52 7.00 3.02 5.11 6.93 10.93 14.01 3.93 6.95 9.45 15.15 19.78 16 2.05 3.25 4.43 6.91 2.89 4.98 6.80 10.80 13.89 3.77 6.78 9.30 15.00 19.62 24 1.83 3.06 4.25 6.74 2.62 4.72 6.54 10.53 13.66 3.46 6.46 9.00 14.68 19.29 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. www.SSMA.com 33Complies With 2009, 2012 and 2015 IBC 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.24 1.92 3.32 4.60 1.62 2.45 4.22 5.77 1.97 3.10 5.32 7.19 2.08 3.09 5.36 7.19 16 1.06 1.74 3.14 4.41 1.42 2.25 4.04 5.57 1.76 2.88 5.10 6.97 1.93 2.95 5.22 7.06 24 0.72 1.38 2.81 4.06 1.05 1.86 3.67 5.18 1.35 2.46 4.68 6.55 1.64 2.68 4.96 6.80 9 12 1.05 1.71 3.05 4.30 1.40 2.20 3.87 5.33 1.73 2.80 4.86 6.63 1.94 2.94 5.20 7.07 16 0.84 1.49 2.83 4.07 1.17 1.95 3.64 5.08 1.47 2.53 4.59 6.36 1.75 2.77 5.03 6.90 24 0.44 4 1.06 2.43 3.63 0.73 4 1.49 3.20 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6.56 10 12 0.86 1.49 2.74 3.89 1.17 1.93 3.48 4.83 1.47 2.48 4.36 6.01 1.77 2.77 4.97 6.90 16 0.62 4 1.22 2.49 3.62 0.90 1.64 3.21 4.54 1.18 2.17 4.05 5.69 1.54 2.56 4.76 6.69 24 0.17 3 0.74 3 2.03 4 3.11 0.41 3 1.12 4 2.70 3.99 0.64 4 1.59 3.47 5.09 1.10 2.14 4.34 6.26 12 12 0.48 3 1.01 4 2.08 2.99 0.72 4 1.37 2.65 3.73 0.96 4 1.81 3.33 4.69 1.39 2.36 4.40 6.22 16 0.19 3 0.70 3 1.78 4 2.67 0.41 3 1.03 3 2.33 4 3.38 0.61 3 1.44 4 2.96 4.31 1.08 2.07 4.10 5.91 24 -0.14 2 1.25 3 2.09 3 -0.43 3 1.75 3 2.76 3 -0.78 3 2.31 3 3.62 4 0.52 4 1.51 3.54 5.32 14 12 0.15 2 0.58 3 1.46 3 2.15 4 0.33 3 0.86 3 1.89 3 2.70 0.50 3 1.21 3 2.39 4 3.44 0.97 1.90 3.71 5.36 16 -0.25 2 1.15 3 1.82 3 -0.50 3 1.56 3 2.35 3 0.14 2 0.81 3 2.01 3 3.05 4 0.61 3 1.53 3.34 4.97 24 --0.62 2 1.24 2 --0.98 2 1.72 3 -0.13 2 1.36 2 2.36 3 -0.87 3 2.66 4 4.24 16 12 -0.23 2 0.97 2 1.49 3 -0.44 2 1.30 3 1.92 3 0.14 2 0.71 3 1.67 3 2.48 3 0.58 3 1.41 4 2.98 4.42 16 --0.67 2 1.17 2 --0.98 2 1.58 3 -0.32 2 1.30 2 2.10 3 0.18 3 1.00 3 2.57 4 3.97 24 --0.16 1 0.62 1 --0.42 1 0.98 2 --0.68 1 1.45 2 -0.28 2 1.83 3 3.18 3 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.54 2.28 3.62 4.86 7.38 2.14 3.14 5.37 7.22 11.17 2.57 4.01 7.16 9.69 15.37 16 1.42 2.17 3.53 4.77 7.30 2.00 3.02 5.25 7.10 11.06 2.43 3.86 7.01 9.55 15.23 24 1.19 1.95 3.34 4.58 7.14 1.73 2.77 5.02 6.87 10.83 2.15 3.56 6.71 9.27 14.95 9 12 1.44 2.18 3.54 4.78 7.31 2.02 3.03 5.26 7.11 11.06 2.43 3.84 6.92 9.43 15.02 16 1.29 2.04 3.41 4.66 7.21 1.85 2.87 5.11 6.96 10.91 2.26 3.65 6.73 9.25 14.84 24 1.01 1.76 3.17 4.42 7.00 1.51 2.56 4.81 6.67 10.62 1.90 3.27 6.35 8.89 14.48 10 12 1.33 2.07 3.44 4.68 7.22 1.89 2.91 5.14 6.98 10.93 2.28 3.65 6.65 9.12 14.60 16 1.15 1.90 3.28 4.53 7.09 1.67 2.71 4.94 6.79 10.74 2.06 3.41 6.41 8.89 14.37 24 0.80 1.55 2.98 4.23 6.83 1.26 2.32 4.57 6.42 10.37 1.63 2.96 5.94 8.45 13.91 12 12 1.07 1.81 3.20 4.44 7.00 1.54 2.56 4.76 6.66 10.59 1.91 3.19 5.96 8.33 13.50 16 0.82 1.56 2.97 4.21 6.80 1.25 2.28 4.48 6.37 10.29 1.60 2.86 5.63 8.00 13.16 24 0.35 4 1.08 2.54 3.78 6.41 0.70 1.75 3.94 5.82 9.73 1.03 2.24 4.98 7.37 12.50 14 12 0.78 1.50 2.89 4.12 6.70 1.15 2.13 4.15 5.95 10.05 1.49 2.65 5.14 7.34 12.10 16 0.46 4 1.17 2.59 3.81 6.42 0.79 1.78 3.79 5.58 9.63 1.11 2.24 4.71 6.92 11.64 24 -0.57 3 2.02 4 3.22 5.87 0.14 3 1.12 4 3.11 4.87 8.83 0.42 3 1.48 3.92 6.13 10.77 16 12 0.46 3 1.16 2.53 3.73 6.31 0.75 4 1.67 3.45 5.08 8.73 1.05 2.09 4.26 6.25 10.49 16 -0.76 3 2.15 4 3.33 5.92 0.35 3 1.26 4 3.03 4.64 8.21 0.62 3 1.62 3.76 5.75 9.94 24 --1.47 3 2.61 3 5.21 -0.51 3 2.28 3 3.82 4 7.28 -0.76 3 2.88 4 4.84 8.92 15 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.27 3.44 4.62 7.10 3.17 5.26 7.08 11.09 14.16 4.25 7.53 10.09 15.79 20.28 16 2.19 3.38 4.56 7.04 3.07 5.18 7.00 11.01 14.09 4.14 7.42 9.99 15.70 20.19 24 2.03 3.25 4.44 6.93 2.89 5.01 6.83 10.85 13.95 3.93 7.21 9.80 15.51 20.00 9 12 2.20 3.39 4.57 7.05 3.09 5.19 7.01 11.02 14.10 4.16 7.44 10.00 15.71 20.20 16 2.10 3.31 4.49 6.98 2.97 5.08 6.90 10.92 14.01 4.02 7.30 9.88 15.59 20.08 24 1.91 3.14 4.34 6.83 2.73 4.87 6.69 10.71 13.83 3.74 7.02 9.63 15.35 19.84 10 12 2.13 3.33 4.51 6.99 3.00 5.11 6.93 10.94 14.03 4.06 7.33 9.90 15.61 20.10 16 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.81 13.92 3.88 7.15 9.75 15.46 19.95 24 1.76 3.02 4.22 6.72 2.56 4.70 6.53 10.55 13.69 3.54 6.81 9.43 15.16 19.65 12 12 1.96 3.18 4.37 6.86 2.79 4.91 6.73 10.74 13.85 3.80 7.06 9.66 15.37 19.85 16 1.78 3.03 4.23 6.72 2.57 4.71 6.53 10.55 13.68 3.55 6.81 9.42 15.14 19.62 24 1.43 2.74 3.95 6.45 2.15 4.31 6.14 10.16 13.33 3.05 6.30 8.95 14.68 19.16 14 12 1.75 3.00 4.20 6.69 2.53 4.65 6.48 10.48 13.62 3.45 6.63 9.27 15.04 19.52 16 1.51 2.80 4.00 6.50 2.24 4.38 6.20 10.20 13.37 3.11 6.28 8.94 14.71 19.18 24 1.04 2.40 3.61 6.12 1.68 3.84 5.66 9.65 12.88 2.46 5.59 8.29 14.05 18.52 16 12 1.51 2.79 3.99 6.48 2.23 4.35 6.16 10.14 13.31 3.02 6.00 8.55 14.22 18.82 16 1.20 2.53 3.73 6.22 1.86 3.98 5.80 9.77 12.96 2.59 5.55 8.12 13.78 18.35 24 0.61 2.02 3.22 5.73 1.15 3.29 5.09 9.03 12.29 1.79 4.71 7.30 12.92 17.45 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com34 Copyright © 2015 by the SSMA 20 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.06 1.74 3.14 4.41 1.42 2.25 4.04 5.57 1.76 2.88 5.10 6.97 1.93 2.95 5.22 7.06 16 0.83 1.50 2.92 4.18 1.17 1.99 3.79 5.31 1.48 2.60 4.82 6.69 1.74 2.77 5.05 6.89 24 0.40 4 1.04 2.50 3.72 0.70 1.50 3.32 4.81 0.97 2.06 4.28 6.14 1.35 2.41 4.70 6.55 9 12 0.84 1.49 2.83 4.07 1.17 1.95 3.64 5.08 1.47 2.53 4.59 6.36 1.75 2.77 5.03 6.90 16 0.57 4 1.20 2.56 3.77 0.87 1.64 3.34 4.76 1.15 2.19 4.25 6.01 1.50 2.54 4.80 6.67 24 -0.67 3 2.06 3.21 0.33 3 1.07 4 2.78 4.16 0.55 4 1.56 3.61 5.35 1.03 2.09 4.36 6.23 10 12 0.62 4 1.22 2.49 3.62 0.90 1.64 3.21 4.54 1.18 2.17 4.05 5.69 1.54 2.56 4.76 6.69 16 0.31 3 0.89 4 2.18 3.28 0.57 3 1.29 2.87 4.17 0.81 4 1.78 3.66 5.29 1.24 2.28 4.48 6.40 24 -0.30 3 1.61 3 2.65 4 -0.64 3 2.24 4 3.48 0.15 3 1.07 3 2.94 4.54 0.69 1.74 3.94 5.85 12 12 0.19 3 0.70 3 1.78 4 2.67 0.41 3 1.03 3 2.33 4 3.38 0.61 3 1.44 4 2.96 4.31 1.08 2.07 4.10 5.91 16 -0.32 3 1.42 3 2.27 3 -0.62 3 1.94 3 2.96 4 0.20 3 0.99 3 2.52 4 3.84 0.70 4 1.69 3.72 5.51 24 --0.79 2 1.58 3 --1.25 2 2.20 3 -0.20 2 1.73 3 3.00 3 -0.99 4 3.01 4.76 14 12 -0.25 2 1.15 3 1.82 3 -0.50 3 1.56 3 2.35 3 0.14 2 0.81 3 2.01 3 3.05 4 0.61 3 1.53 3.34 4.97 16 --0.79 2 1.42 2 --1.16 2 1.92 3 -0.35 2 1.57 3 2.58 3 0.17 3 1.08 3 2.88 4 4.48 24 --0.16 1 0.73 1 --0.48 1 1.18 2 --0.79 2 1.76 2 -0.26 3 2.05 3 3.59 3 16 12 --0.67 2 1.17 2 --0.98 2 1.58 3 -0.32 2 1.30 2 2.10 3 0.18 3 1.00 3 2.57 4 3.97 16 --0.32 1 0.80 2 --0.60 1 1.17 2 --0.87 2 1.65 2 -0.51 3 2.07 3 3.43 3 24 ---0.15 1 ---0.48 1 --0.14 1 0.89 1 --1.19 2 2.48 3 20 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 1.16 1.89 3.36 4.46 0.91 1.53 2.77 3.80 1.23 1.99 3.55 4.76 1.55 2.56 4.49 6.01 16 0.90 1.62 3.11 4.21 0.67 1.28 2.54 3.56 0.98 1.72 3.30 4.50 1.27 2.27 4.20 5.72 24 0.43 3 1.11 4 2.64 3.72 0.24 3 0.81 4 2.11 3.10 0.50 4 1.21 2.82 4.01 0.74 4 1.71 3.65 5.18 9 12 0.90 1.57 2.91 3.92 0.68 1.26 2.43 3.37 0.97 1.68 3.12 4.23 1.25 2.19 3.94 5.34 16 0.60 3 1.26 2.62 3.62 0.41 3 0.97 4 2.16 3.08 0.67 4 1.36 2.82 3.92 0.92 1.85 3.60 5.00 24 -0.69 3 2.08 4 3.06 -0.44 3 1.66 3 2.55 4 0.13 3 0.78 3 2.27 4 3.34 0.32 3 1.21 4 2.97 4.37 10 12 0.64 3 1.25 2.45 3.37 0.46 3 0.99 4 2.07 2.91 0.71 4 1.36 2.67 3.66 0.95 1.82 3.38 4.65 16 0.32 3 0.91 3 2.14 4 3.03 0.16 3 0.66 3 1.77 4 2.59 0.38 3 1.01 3 2.34 3.32 0.59 3 1.43 4 3.00 4.27 24 -0.29 3 1.56 3 2.43 3 --1.22 3 2.01 3 -0.38 3 1.74 3 2.69 4 -0.74 3 2.32 3 3.58 4 12 12 0.18 2 0.67 3 1.62 3 2.33 4 -0.48 3 1.36 3 2.02 4 0.24 2 0.76 3 1.81 3 2.58 4 0.41 3 1.11 3 2.32 4 3.32 16 -0.30 2 1.29 3 1.97 3 -0.13 2 1.04 3 1.67 3 -0.38 2 1.45 3 2.20 3 -0.69 3 1.92 3 2.91 4 24 --0.70 2 1.35 2 --0.48 2 1.06 2 --0.84 2 1.55 2 -1.21 2 2.19 3 14 12 -0.22 2 1.00 2 1.54 3 --0.82 2 1.31 3 -0.29 2 1.14 2 1.73 3 -0.54 2 1.49 3 2.28 3 16 --0.68 2 1.20 2 --0.50 1 0.97 2 --0.79 2 1.36 2 -0.12 2 1.10 2 1.88 3 24 --0.13 1 0.60 1 --0.39 1 --0.21 1 0.73 1 -0.43 1 1.18 2 16 12 --0.57 1 0.98 2 --0.42 1 0.80 2 --0.66 1 1.12 2 -0.12 1 0.91 2 1.53 2 16 --0.26 1 0.66 1 --0.13 1 0.49 1 --0.34 1 0.77 1 --0.54 1 1.15 2 24 ---0.11 1 -------0.19 1 ---0.50 1 20 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.42 2.17 3.53 4.77 7.30 2.00 3.02 5.25 7.10 11.06 2.43 3.86 7.01 9.55 15.23 16 1.27 2.02 3.40 4.65 7.20 1.82 2.85 5.10 6.95 10.91 2.25 3.66 6.81 9.36 15.04 24 0.97 1.73 3.15 4.40 6.99 1.47 2.53 4.79 6.65 10.61 1.88 3.27 6.42 9.00 14.67 9 12 1.29 2.04 3.41 4.66 7.21 1.85 2.87 5.11 6.96 10.91 2.26 3.65 6.73 9.25 14.84 16 1.10 1.85 3.25 4.50 7.07 1.62 2.66 4.91 6.76 10.72 2.02 3.40 6.48 9.01 14.60 24 0.73 1.48 2.93 4.18 6.80 1.18 2.25 4.51 6.38 10.34 1.56 2.91 5.98 8.54 14.12 10 12 1.15 1.90 3.28 4.53 7.09 1.67 2.71 4.94 6.79 10.74 2.06 3.41 6.41 8.89 14.37 16 0.92 1.67 3.08 4.33 6.92 1.40 2.45 4.69 6.55 10.50 1.77 3.11 6.10 8.59 14.06 24 0.47 1.22 2.69 3.94 6.58 0.86 1.94 4.20 6.06 10.01 1.22 2.51 5.49 8.01 13.47 12 12 0.82 1.56 2.97 4.21 6.80 1.25 2.28 4.48 6.37 10.29 1.60 2.86 5.63 8.00 13.16 16 0.50 1.24 2.68 3.92 6.54 0.88 1.92 4.11 6.00 9.91 1.22 2.44 5.19 7.58 12.72 24 -0.63 4 2.13 3.36 6.03 0.19 3 1.24 3.43 5.30 9.18 0.50 4 1.66 4.37 6.77 11.86 14 12 0.46 4 1.17 2.59 3.81 6.42 0.79 1.78 3.79 5.58 9.63 1.11 2.24 4.71 6.92 11.64 16 -0.76 4 2.21 3.42 6.05 0.35 3 1.33 4 3.33 5.10 9.09 0.64 4 1.73 4.18 6.38 11.06 24 -0.01 3 1.50 3 2.68 4 5.35 -0.52 3 2.49 3 4.21 8.09 -0.79 3 3.19 4 5.39 9.97 16 12 -0.76 3 2.15 4 3.33 5.92 0.35 3 1.26 4 3.03 4.64 8.21 0.62 3 1.62 3.76 5.75 9.94 16 -0.28 3 1.69 3 2.84 4 5.44 -0.75 3 2.52 3 4.08 7.58 0.10 3 1.04 3 3.16 4 5.13 9.25 24 --0.85 2 1.95 3 4.56 3 --1.60 3 3.09 3 6.44 4 --2.09 3 4.03 3 8.00 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com 35Complies With 2009, 2012 and 2015 IBC 20 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.19 3.38 4.56 7.04 3.07 5.18 7.00 11.01 14.09 4.14 7.42 9.99 15.70 20.19 16 2.09 3.29 4.48 6.97 2.95 5.06 6.89 10.91 14.00 4.00 7.28 9.86 15.57 20.06 24 1.88 3.12 4.32 6.81 2.70 4.84 6.67 10.69 13.81 3.71 6.99 9.60 15.33 19.82 9 12 2.10 3.31 4.49 6.98 2.97 5.08 6.90 10.92 14.01 4.02 7.30 9.88 15.59 20.08 16 1.97 3.20 4.39 6.88 2.81 4.94 6.76 10.78 13.89 3.84 7.11 9.71 15.43 19.92 24 1.71 2.98 4.18 6.68 2.50 4.65 6.48 10.51 13.65 3.47 6.75 9.38 15.11 19.60 10 12 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.81 13.92 3.88 7.15 9.75 15.46 19.95 16 1.84 3.09 4.29 6.78 2.65 4.79 6.62 10.64 13.76 3.65 6.92 9.54 15.26 19.75 24 1.52 2.83 4.03 6.54 2.27 4.43 6.27 10.29 13.46 3.20 6.47 9.12 14.85 19.35 12 12 1.78 3.03 4.23 6.72 2.57 4.71 6.53 10.55 13.68 3.55 6.81 9.42 15.14 19.62 16 1.54 2.84 4.04 6.54 2.29 4.44 6.27 10.29 13.45 3.22 6.47 9.11 14.83 19.32 24 1.09 2.46 3.67 6.19 1.74 3.93 5.76 9.77 12.99 2.57 5.81 8.49 14.22 18.71 14 12 1.51 2.80 4.00 6.50 2.24 4.38 6.20 10.20 13.37 3.11 6.28 8.94 14.71 19.18 16 1.19 2.54 3.74 6.25 1.86 4.02 5.84 9.84 13.04 2.67 5.82 8.50 14.27 18.74 24 0.59 2.02 3.24 5.76 1.14 3.32 5.14 9.12 12.40 1.83 4.94 7.66 13.41 17.87 16 12 1.20 2.53 3.73 6.22 1.86 3.98 5.80 09.77 12.96 2.59 5.55 8.12 13.78 18.35 16 0.80 2.18 3.39 5.89 1.38 3.52 5.32 9.27 12.51 2.05 4.98 7.57 13.20 17.75 24 -1.53 4 2.73 5.24 0.49 4 2.63 4.42 8.33 11.65 1.03 3.91 6.52 12.09 16.58 25 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.97 1.68 3.17 4.27 0.73 1.34 2.60 3.61 1.04 1.78 3.36 4.57 1.34 2.34 4.27 5.79 16 0.66 4 1.36 2.87 3.96 0.45 4 1.04 2.32 3.33 0.73 1.46 3.05 4.25 1.00 1.99 3.92 5.45 24 0.09 3 0.76 3 2.30 4 3.38 -0.49 3 1.81 4 2.78 0.16 3 0.86 4 2.48 3.66 0.37 3 1.33 3.26 4.79 9 12 0.67 4 1.33 2.69 3.70 0.48 3 1.04 2.23 3.15 0.74 4 1.44 2.89 3.99 1.00 1.93 3.68 5.08 16 0.33 3 0.96 4 2.34 3.34 0.16 3 0.70 3 1.90 4 2.81 0.39 3 1.06 4 2.54 3.62 0.61 3 1.52 3.28 4.68 24 -0.29 3 1.71 3 2.68 4 --1.32 3 2.18 3 -0.39 3 1.89 3 2.94 4 -0.78 3 2.54 4 3.93 10 12 0.39 3 0.99 3 2.21 3.11 0.23 3 0.74 3 1.84 4 2.67 0.46 3 1.09 4 2.42 3.40 0.68 3 1.53 3.10 4.36 16 -0.59 3 1.84 3 2.72 4 -0.37 3 1.49 3 2.29 4 -0.68 3 2.03 3 2.99 0.25 3 1.07 3 2.65 4 3.91 24 --1.17 3 2.02 3 --0.85 2 1.61 3 --1.34 3 2.26 3 -0.27 3 1.86 3 3.11 3 12 12 -0.39 2 1.37 3 2.06 3 -0.21 2 1.12 3 1.75 3 -0.47 3 1.54 3 2.29 3 0.11 2 0.79 3 2.01 3 3.01 4 16 --0.99 2 1.65 3 --0.75 2 1.36 3 --1.13 2 1.86 3 -0.30 2 1.55 3 2.53 3 24 --0.32 1 0.94 2 --0.10 1 0.66 2 --0.43 1 1.11 2 --0.75 2 1.70 2 14 12 --0.76 2 1.28 2 --0.58 2 1.06 2 --0.87 2 1.45 2 -0.22 2 1.20 2 1.97 3 16 --0.39 1 0.89 2 --0.22 1 0.67 1 --0.48 1 1.04 2 --0.75 2 1.51 2 24 ---0.21 1 ------0.32 1 ---0.72 1 16 12 --0.34 1 0.73 1 --0.20 1 0.56 1 --0.41 1 0.86 1 --0.63 1 1.24 2 16 ---0.37 1 ---0.20 1 ---0.47 1 --0.22 1 0.81 1 24 ---------------- 25 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.89 1.56 2.98 4.24 1.23 2.05 3.85 5.37 1.55 2.67 4.89 6.76 1.79 2.82 5.09 6.93 16 0.61 1.27 2.71 3.94 0.93 1.74 3.55 5.06 1.22 2.32 4.55 6.41 1.54 2.59 4.87 6.72 24 0.10 3 0.72 4 2.19 3.39 0.37 4 1.15 2.98 4.45 0.60 4 1.67 3.89 5.75 1.07 2.14 4.44 6.30 9 12 0.64 1.27 2.63 3.84 0.94 1.72 3.41 4.84 1.23 2.28 4.34 6.10 1.56 2.59 4.86 6.73 16 0.32 3 0.93 4 2.31 3.49 0.59 4 1.35 3.06 4.45 0.84 1.87 3.92 5.68 1.26 2.31 4.58 6.45 24 -0.29 3 1.70 3 2.82 4 -0.66 3 2.39 4 3.73 0.14 3 1.12 4 3.16 4.89 0.69 1.76 4.04 5.91 10 12 0.39 3 0.97 4 2.26 3.36 0.65 4 1.38 2.95 4.26 0.90 1.87 3.75 5.39 1.32 2.34 4.55 6.47 16 -0.59 3 1.89 4 2.95 0.26 3 0.96 4 2.54 3.82 0.47 3 1.41 4 3.29 4.91 0.96 2.00 4.21 6.13 24 --1.22 3 2.21 3 -0.20 3 1.81 3 3.01 4 -0.58 3 2.45 3 4.03 4 0.29 4 1.35 3.56 5.46 12 12 -0.41 3 1.51 3 2.37 4 0.13 3 0.72 3 2.03 3 3.06 4 0.30 3 1.10 3 2.62 4 3.95 0.79 1.78 3.82 5.61 16 --1.09 3 1.91 3 -0.25 2 1.58 3 2.56 3 -0.58 3 2.11 3 3.41 4 0.34 3 1.33 3.36 5.13 24 --0.37 2 1.11 2 --0.78 2 1.70 2 --1.20 2 2.45 3 -0.50 3 2.51 4 4.24 14 12 --0.87 2 1.52 3 -0.18 2 1.26 3 2.02 3 -0.46 2 1.67 3 2.69 3 0.28 3 1.19 4 2.99 4.60 16 --0.46 1 1.06 2 --0.81 2 1.54 2 --1.16 2 2.15 3 -0.66 3 2.45 3 4.02 4 24 ---0.28 1 ---0.70 1 --0.28 1 1.23 2 --1.49 3 2.98 3 16 12 --0.40 1 0.89 2 --0.68 2 1.27 2 --0.97 2 1.76 2 -0.63 3 2.19 3 3.56 4 16 ---0.46 1 --0.25 1 0.81 1 --0.49 1 1.26 2 --1.61 3 2.94 3 24 -----------0.39 1 --0.60 2 1.84 2 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com36 Copyright © 2015 by the SSMA 25 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.11 3.31 4.50 6.98 2.98 5.09 6.92 10.93 14.02 4.03 7.31 9.89 15.60 20.09 16 1.98 3.21 4.40 6.89 2.82 4.95 6.78 10.80 13.91 3.85 7.14 9.73 15.45 19.94 24 1.72 3.00 4.20 6.70 2.52 4.67 6.51 10.53 13.67 3.49 6.78 9.41 15.14 19.64 9 12 2.01 3.22 4.42 6.90 2.85 4.97 6.80 10.82 13.92 3.88 7.16 9.75 15.47 19.96 16 1.84 3.09 4.29 6.78 2.65 4.79 6.62 10.64 13.77 3.65 6.93 9.54 15.27 19.76 24 1.51 2.82 4.03 6.54 2.26 4.44 6.27 10.30 13.47 3.20 6.48 9.13 14.87 19.37 10 12 1.88 3.12 4.32 6.81 2.70 4.84 6.66 10.68 13.80 3.71 6.98 9.59 15.31 19.80 16 1.68 2.96 4.16 6.66 2.46 4.61 6.44 10.46 13.61 3.42 6.70 9.33 15.05 19.55 24 1.28 2.63 3.84 6.36 1.98 4.17 6.01 10.03 13.23 2.86 6.13 8.81 14.55 19.05 12 12 1.60 2.89 4.09 6.59 2.36 4.51 6.34 10.35 13.51 3.30 6.55 9.18 14.91 19.39 16 1.31 2.65 3.86 6.37 2.01 4.18 6.02 10.03 13.22 2.89 6.13 8.80 14.53 19.01 24 0.75 2.17 3.40 5.92 1.34 3.55 5.38 9.39 12.66 2.10 5.32 8.04 13.78 18.26 14 12 1.27 2.60 3.81 6.31 1.96 4.11 5.93 9.93 13.12 2.78 5.93 8.61 14.38 18.85 16 0.89 2.28 3.49 6.00 1.49 3.66 5.49 9.48 12.72 2.24 5.37 8.08 13.83 18.30 24 0.16 4 1.64 2.87 5.39 0.62 2.81 4.63 8.60 11.92 1.22 4.30 7.05 12.79 17.23 16 12 0.90 2.27 3.47 5.97 1.50 3.63 5.44 9.40 12.63 2.18 5.12 7.71 13.34 17.90 16 0.42 4 1.85 3.06 5.56 0.93 3.07 4.86 8.79 12.08 1.53 4.43 7.04 12.64 17.16 24 -1.06 3 2.27 4 4.77 -2.01 4 3.78 7.65 11.02 0.32 3 3.15 5.77 11.30 15.75 30 psf Lateral Load Wall Height (ft) Spacing (in) oc. 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.78 1.49 2.99 4.08 0.56 4 1.16 2.43 3.44 0.85 1.59 3.17 4.38 1.13 2.13 4.06 5.58 16 0.43 3 1.11 4 2.64 3.72 0.24 3 0.81 4 2.11 3.10 0.50 4 1.21 2.82 4.01 0.74 4 1.71 3.65 5.18 24 -0.42 3 1.99 3 3.05 -0.18 3 1.52 3 2.47 4 -0.52 3 2.16 4 3.32 -0.95 4 2.89 4.42 9 12 0.46 3 1.11 4 2.48 3.48 0.28 3 0.83 4 2.03 2.94 0.53 3 1.21 2.68 3.77 0.77 4 1.68 3.44 4.84 16 -0.69 3 2.08 4 3.06 -0.44 3 1.66 3 2.55 4 0.13 3 0.78 3 2.27 4 3.34 0.32 3 1.21 4 2.97 4.37 24 --1.37 3 2.31 3 --0.99 3 1.84 3 --1.54 3 2.57 3 -0.37 3 2.12 3 3.51 4 10 12 0.17 3 0.74 3 1.99 4 2.88 -0.51 3 1.62 3 2.44 4 0.23 3 0.84 3 2.18 4 3.15 0.42 3 1.25 4 2.83 4.09 16 -0.29 3 1.56 3 2.43 3 --1.22 3 2.01 3 -0.38 3 1.74 3 2.69 4 -0.74 3 2.32 3 3.58 4 24 --0.81 2 1.63 3 --0.51 2 1.25 2 --0.96 2 1.86 3 --1.43 3 2.66 3 12 12 -0.13 2 1.13 2 1.81 3 --0.89 2 1.51 3 -0.20 2 1.29 3 2.03 3 -0.49 3 1.73 3 2.72 3 16 --0.70 2 1.35 2 --0.48 2 1.06 2 --0.84 2 1.55 2 --1.21 2 2.19 3 24 ---0.56 1 ---0.29 1 ---0.71 1 --0.31 1 1.26 2 14 12 --0.53 1 1.04 2 --0.35 1 0.82 2 --0.64 1 1.19 2 --0.92 2 1.69 2 16 --0.13 1 0.60 1 ---0.39 1 --0.21 1 0.73 1 --0.43 1 1.18 2 24 ---------------0.31 1 16 12 --0.13 1 0.51 1 ---0.34 1 --0.19 1 0.62 1 --0.38 1 0.97 1 16 ---0.11 1 -------0.19 1 ---0.50 1 24 ---------------- 25 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.31 2.06 3.43 4.68 7.22 1.87 2.89 5.14 6.99 10.94 2.29 3.71 6.86 9.41 15.09 16 1.12 1.87 3.27 4.52 7.09 1.64 2.69 4.94 6.80 10.76 2.06 3.46 6.61 9.18 14.86 24 0.75 1.51 2.96 4.22 6.83 1.21 2.28 4.56 6.43 10.39 1.60 2.98 6.12 8.72 14.40 9 12 1.15 1.90 3.29 4.54 7.10 1.68 2.71 4.96 6.81 10.77 2.08 3.46 6.54 9.07 14.66 16 0.91 1.67 3.09 4.34 6.93 1.40 2.45 4.71 6.57 10.53 1.79 3.15 6.23 8.77 14.36 24 0.46 1.21 2.70 3.95 6.59 0.86 1.95 4.22 6.09 10.05 1.23 2.55 5.61 8.19 13.77 10 12 0.97 1.72 3.13 4.38 6.96 1.46 2.51 4.75 6.61 10.56 1.84 3.18 6.17 8.67 14.14 16 0.69 1.44 2.88 4.13 6.75 1.13 2.19 4.44 6.30 10.25 1.49 2.81 5.79 8.30 13.76 24 0.14 4 0.89 2.40 3.65 6.32 0.48 1.58 3.84 5.71 9.65 0.82 2.08 5.05 7.59 13.03 12 12 0.58 1.32 2.75 3.99 6.61 0.97 2.01 4.20 6.09 10.01 1.31 2.55 5.30 7.68 12.83 16 0.20 4 0.93 2.40 3.63 6.28 0.53 4 1.58 3.77 5.64 9.54 0.85 2.04 4.78 7.17 12.28 24 -0.20 3 1.73 4 2.95 5.66 -0.76 4 2.94 4.79 8.66 -1.10 4 3.79 6.20 11.25 14 12 0.16 3 0.86 4 2.30 3.51 6.14 0.45 3 1.44 3.44 5.21 9.22 0.76 4 1.85 4.31 6.51 11.20 16 -0.38 3 1.84 4 3.04 5.70 -0.91 3 2.90 4 4.64 8.58 0.21 3 1.25 4 3.67 5.87 10.50 24 --1.00 3 2.16 3 4.86 4 --1.92 3 3.60 3 7.39 -0.14 3 2.52 3 4.70 4 9.21 16 12 -0.39 3 1.80 3 2.96 4 5.56 -0.87 3 2.64 4 4.22 7.74 0.23 3 1.18 3 3.31 5.28 9.42 16 --1.25 3 2.38 3 4.99 4 -0.28 3 2.04 3 3.57 3 6.99 -0.50 3 2.61 3 4.56 4 8.61 24 --0.28 2 1.35 2 3.95 3 --0.98 2 2.42 3 5.67 3 --1.37 3 3.28 3 7.16 4 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com 37Complies With 2009, 2012 and 2015 IBC 30 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.72 1.38 2.81 4.06 1.05 1.86 3.67 5.18 1.35 2.46 4.68 6.55 1.64 2.68 4.96 6.80 16 0.40 4 1.04 2.50 3.72 0.70 1.50 3.32 4.81 0.97 2.06 4.28 6.14 1.35 2.41 4.70 6.55 24 -0.41 3 1.90 4 3.07 -0.81 4 2.66 4.10 0.26 3 1.30 3.52 5.37 0.79 1.88 4.19 6.05 9 12 0.44 4 1.06 2.43 3.63 0.73 4 1.49 3.2 4.61 0.99 2.03 4.09 5.84 1.38 2.42 4.69 6.56 16 -0.67 3 2.06 3.21 0.33 3 1.07 4 2.78 4.16 0.55 4 1.56 3.61 5.35 1.03 2.09 4.36 6.23 24 --1.37 3 2.45 3 -0.28 3 2.02 3 3.33 4 -0.70 3 2.73 4 4.45 0.35 1.44 3.72 5.59 10 12 0.17 3 0.74 3 2.03 4 3.11 0.41 3 1.12 4 2.70 3.99 0.64 4 1.59 3.47 5.09 1.10 2.14 4.34 6.26 16 -0.30 3 1.61 3 2.65 4 -0.64 3 2.24 4 3.48 0.15 3 1.07 3 2.94 4.54 0.69 1.74 3.94 5.85 24 --0.85 2 1.80 3 --1.40 3 2.57 3 -0.13 3 1.98 3 3.54 3 -0.97 4 3.18 5.07 12 12 -0.14 2 1.25 3 2.09 3 -0.43 3 1.75 3 2.76 3 -0.78 3 2.31 3 3.62 4 0.52 4 1.51 3.54 5.32 16 --0.79 2 1.58 3 --1.25 2 2.20 3 -0.20 2 1.73 3 3.00 3 -0.99 4 3.01 4.76 24 ---0.68 2 --0.36 1 1.23 2 --0.71 2 1.93 2 --2.04 3 3.74 4 14 12 --0.62 2 1.24 2 --0.98 2 1.72 3 -0.13 2 1.36 2 2.36 3 -0.87 3 2.66 4 4.24 16 --0.16 1 0.73 1 --0.48 1 1.18 2 --0.79 2 1.76 2 -0.26 3 2.05 3 3.59 3 24 -------0.25 1 ---0.74 1 --0.96 2 2.41 3 16 12 --0.16 1 0.62 1 --0.42 1 0.98 2 --0.68 1 1.45 2 -0.28 2 1.83 3 3.18 3 16 ---0.15 1 ---0.48 1 --0.14 1 0.89 1 --1.19 2 2.48 3 24 ---------------1.26 2 30 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.19 1.95 3.34 4.58 7.14 1.73 2.77 5.02 6.87 10.83 2.15 3.56 6.71 9.27 14.95 16 0.97 1.73 3.15 4.40 6.99 1.47 2.53 4.79 6.65 10.61 1.88 3.27 6.42 9.00 14.67 24 0.53 1.30 2.78 4.04 6.67 0.95 2.05 4.33 6.21 10.17 1.34 2.69 5.84 8.45 14.12 9 12 1.01 1.76 3.17 4.42 7.00 1.51 2.56 4.81 6.67 10.62 1.90 3.27 6.35 8.89 14.48 16 0.73 1.48 2.93 4.18 6.80 1.18 2.25 4.51 6.38 10.34 1.56 2.91 5.98 8.54 14.12 24 0.19 0.95 2.47 3.72 6.39 0.54 1.65 3.94 5.81 9.77 0.90 2.20 5.26 7.85 13.42 10 12 0.80 1.55 2.98 4.23 6.83 1.26 2.32 4.57 6.42 10.37 1.63 2.96 5.94 8.45 13.91 16 0.47 1.22 2.69 3.94 6.58 0.86 1.94 4.20 6.06 10.01 1.22 2.51 5.49 8.01 13.47 24 -0.57 2.12 3.37 6.07 0.11 4 1.22 3.49 5.36 9.30 0.44 1.67 4.62 7.18 12.60 12 12 0.35 4 1.08 2.54 3.78 6.41 0.70 1.75 3.94 5.82 9.73 1.03 2.24 4.98 7.37 12.50 16 -0.63 4 2.13 3.36 6.03 0.19 3 1.24 3.43 5.30 9.18 0.50 4 1.66 4.37 6.77 11.86 24 --1.35 3 2.56 4 5.30 -0.31 3 2.47 4 4.31 8.14 -0.57 3 3.23 5.65 10.65 14 12 -0.57 3 2.02 4 3.22 5.87 0.14 3 1.12 4 3.11 4.87 8.83 0.42 3 1.48 3.92 6.13 10.77 16 --1.50 3 2.68 4 5.35 -0.52 3 2.49 3 4.21 8.09 -0.79 3 3.19 4 5.39 9.97 24 --0.54 2 1.68 3 4.38 3 --1.38 3 3.02 3 6.74 4 --1.88 3 4.05 3 8.48 16 12 --1.47 3 2.61 3 5.21 -0.51 3 2.28 3 3.82 4 7.28 -0.76 3 2.88 4 4.84 8.92 16 --0.85 2 1.95 3 4.56 3 --1.60 3 3.09 3 6.44 4 --2.09 3 4.03 3 8.00 24 ---0.79 2 3.38 3 --0.40 2 1.80 2 4.95 3 --0.70 2 2.59 3 6.37 3 30 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 2.03 3.25 4.44 6.93 2.89 5.01 6.83 10.85 13.95 3.93 7.21 9.80 15.51 20.00 16 1.88 3.12 4.32 6.81 2.70 4.84 6.67 10.69 13.81 3.71 6.99 9.60 15.33 19.82 24 1.57 2.87 4.08 6.59 2.33 4.50 6.34 10.37 13.53 3.28 6.57 9.21 14.96 19.45 9 12 1.91 3.14 4.34 6.83 2.73 4.87 6.69 10.71 13.83 3.74 7.02 9.63 15.35 19.84 16 1.71 2.98 4.18 6.68 2.50 4.65 6.48 10.51 13.65 3.47 6.75 9.38 15.11 19.60 24 1.32 2.66 3.88 6.39 2.03 4.22 6.07 10.09 13.29 2.92 6.21 8.88 14.63 19.13 10 12 1.76 3.02 4.22 6.72 2.56 4.70 6.53 10.55 13.69 3.54 6.81 9.43 15.16 19.65 16 1.52 2.83 4.03 6.54 2.27 4.43 6.27 10.29 13.46 3.20 6.47 9.12 14.85 19.35 24 1.04 2.43 3.65 6.18 1.70 3.91 5.75 9.78 13.01 2.53 5.80 8.50 14.25 18.75 12 12 1.43 2.74 3.95 6.45 2.15 4.31 6.14 10.16 13.33 3.05 6.30 8.95 14.68 19.16 16 1.09 2.46 3.67 6.19 1.74 3.93 5.76 9.77 12.99 2.57 5.81 8.49 14.22 18.71 24 0.42 1.90 3.12 5.66 0.94 3.17 5.01 9.02 12.32 1.64 4.85 7.59 13.33 17.82 14 12 1.04 2.40 3.61 6.12 1.68 3.84 5.66 9.65 12.88 2.46 5.59 8.29 14.05 18.52 16 0.59 2.02 3.24 5.76 1.14 3.32 5.14 9.12 12.40 1.83 4.94 7.66 13.41 17.87 24 -1.28 4 2.50 5.04 0.12 4 2.33 4.14 8.08 11.46 0.64 3.69 6.45 12.17 16.61 16 12 0.61 2.02 3.22 5.73 1.15 3.29 5.09 9.03 12.29 1.79 4.71 7.30 12.92 17.45 16 -1.53 4 2.73 5.24 0.49 4 2.63 4.42 8.33 11.65 1.03 3.91 6.52 12.09 16.58 24 -0.61 3 1.81 3 4.31 -1.41 3 3.16 4 6.99 10.41 -2.43 4 5.06 10.53 14.94 If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com38 Copyright © 2015 by the SSMA 35 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.56 1.21 2.66 3.89 0.87 1.68 3.49 4.99 1.16 2.26 4.48 6.34 1.49 2.54 4.83 6.68 16 0.20 3 0.83 2.29 3.50 0.47 4 1.26 3.09 4.57 0.72 1.80 4.02 5.88 1.16 2.23 4.53 6.38 24 -0.11 3 1.62 3 2.77 -0.49 3 2.34 4 3.76 -0.95 4 3.15 5.00 0.52 1.63 3.94 5.80 9 12 0.25 3 0.86 4 2.24 3.42 0.52 4 1.28 2.99 4.38 0.77 4 1.79 3.84 5.60 1.20 2.25 4.53 6.40 16 -0.42 3 1.82 4 2.95 -0.79 3 2.52 3.87 0.27 3 1.26 4 3.31 5.04 0.80 1.87 4.15 6.02 24 --1.05 3 2.09 3 --1.66 3 2.94 3 -0.30 3 2.32 3 4.03 4 -1.13 3.41 5.28 10 12 -0.51 3 1.82 4 2.87 0.19 3 0.88 3 2.47 4 3.73 0.39 3 1.33 4 3.20 4.81 0.89 1.93 4.14 6.06 16 --1.35 3 2.35 3 -0.35 3 1.95 3 3.17 4 -0.74 3 2.61 4 4.20 0.42 4 1.48 3.69 5.59 24 --0.51 2 1.42 3 --1.02 2 2.15 3 --1.54 3 3.08 3 -0.61 4 2.82 4.69 12 12 --1.02 2 1.82 3 -0.16 2 1.49 3 2.47 3 -0.49 3 2.01 3 3.30 3 0.25 3 1.24 4 3.27 5.04 16 --0.50 2 1.26 2 --0.93 2 1.86 3 --1.37 3 2.63 3 -0.66 3 2.68 4 4.41 24 ---0.28 1 ---0.79 2 --0.26 2 1.45 2 --1.59 3 3.26 3 14 12 --0.38 1 0.98 2 --0.72 2 1.44 2 --1.07 2 2.05 3 -0.56 3 2.35 3 3.91 4 16 ---0.43 1 --0.17 1 0.85 1 --0.44 1 1.40 2 --1.67 3 3.18 3 24 ---------0.28 1 --0.47 2 1.88 2 16 12 ---0.38 1 --0.18 1 0.72 1 --0.40 1 1.16 2 --1.50 3 2.82 3 16 -------0.17 1 ---0.55 1 --0.79 2 2.05 2 24 ---------------0.72 1 35 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 1.08 1.84 3.24 4.49 7.06 1.60 2.65 4.90 6.76 10.72 2.01 3.41 6.56 9.13 14.81 16 0.82 1.58 3.02 4.28 6.88 1.30 2.36 4.64 6.50 10.47 1.70 3.07 6.22 8.81 14.49 24 0.32 1.09 2.60 3.86 6.52 0.70 1.81 4.11 5.99 9.96 1.07 2.41 5.55 8.18 13.85 9 12 0.87 1.62 3.05 4.30 6.90 1.34 2.40 4.66 6.52 10.48 1.73 3.09 6.17 8.72 14.30 16 0.55 1.30 2.78 4.03 6.66 0.96 2.05 4.32 6.19 10.15 1.34 2.67 5.74 8.31 13.89 24 -0.69 2.24 3.50 6.19 0.24 1.36 3.66 5.53 9.49 0.58 1.85 4.90 7.52 13.07 10 12 0.63 1.38 2.84 4.08 6.70 1.06 2.13 4.38 6.24 10.19 1.42 2.73 5.71 8.23 13.69 16 0.25 1.00 2.50 3.75 6.41 0.61 1.70 3.96 5.82 9.77 0.95 2.23 5.19 7.73 13.18 24 -0.27 4 1.84 3.09 5.82 -0.88 3.15 5.01 8.95 -1.26 4.19 6.77 12.18 12 12 0.13 3 0.85 2.33 3.56 6.22 0.44 4 1.49 3.68 5.55 9.45 0.76 1.94 4.67 7.07 12.18 16 -0.34 3 1.86 4 3.09 5.78 -0.92 4 3.10 4.96 8.83 0.16 3 1.28 3.98 6.39 11.45 24 --0.98 3 2.18 3 4.95 --2.03 3 3.84 4 7.65 --2.70 4 5.11 10.08 14 12 -0.28 3 1.75 3 2.95 5.61 -0.81 3 2.80 4 4.53 8.45 0.10 3 1.13 4 3.55 5.75 10.36 16 --1.16 3 2.33 3 5.02 -0.14 3 2.11 3 3.80 4 7.62 -0.35 3 2.74 3 4.93 9.45 24 --0.10 2 1.21 3 3.93 3 --0.86 2 2.47 3 6.11 3 --1.28 3 3.44 3 7.80 4 16 12 --1.15 3 2.27 3 4.88 4 -0.17 3 1.93 3 3.45 3 6.85 -0.38 3 2.47 3 4.43 4 8.45 16 --0.47 2 1.54 3 4.15 3 --1.18 2 2.64 3 5.92 3 --1.60 3 3.52 3 7.44 4 24 ---0.26 2 2.85 2 ---1.22 2 4.28 3 ---1.94 2 5.64 3 35 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.60 4 1.30 2.81 3.90 0.40 4 0.98 2.27 3.27 0.67 4 1.40 2.99 4.19 0.93 1.92 3.85 5.38 16 0.20 3 0.87 4 2.41 3.49 -0.59 3 1.91 4 2.88 0.27 3 0.98 4 2.59 3.77 0.49 4 1.45 3.39 4.92 24 -0.11 3 1.68 3 2.73 4 --1.24 3 2.17 3 -0.20 3 1.85 3 2.99 4 -0.60 3 2.54 4 4.06 9 12 0.26 3 0.89 3 2.28 4 3.27 0.10 3 0.63 3 1.84 4 2.74 0.33 3 0.99 4 2.47 3.55 0.54 3 1.44 3.20 4.60 16 -0.42 3 1.83 3 2.80 4 -0.19 3 1.43 3 2.30 4 -0.52 3 2.02 3 3.07 4 -0.92 3 2.68 4 4.07 24 --1.04 2 1.96 3 --0.68 2 1.50 3 --1.20 3 2.21 3 --1.73 3 3.12 3 10 12 -0.51 3 1.77 3 2.65 4 -0.29 3 1.42 3 2.22 3 -0.60 3 1.96 3 2.92 4 0.18 3 0.99 3 2.57 4 3.83 16 --1.30 3 2.15 3 --0.97 3 1.74 3 -0.10 2 1.47 3 2.40 3 -0.43 3 2.01 3 3.26 4 24 --0.47 2 1.27 2 --0.19 2 0.90 2 --0.61 2 1.48 2 --1.02 2 2.24 3 12 12 --0.91 2 1.58 3 --0.68 2 1.28 2 --1.06 2 1.78 3 -0.21 2 1.46 3 2.44 3 16 --0.45 1 1.07 2 --0.22 1 0.79 2 --0.56 2 1.25 2 --0.90 2 1.86 2 24 ---0.21 1 -------0.34 1 ---0.85 1 14 12 --0.32 1 0.82 1 --0.15 1 0.60 1 --0.41 1 0.96 2 --0.67 2 1.43 2 16 ---0.34 1 ---0.13 1 ---0.45 1 --0.13 1 0.87 1 24 ---------------- 16 12 ---0.30 1 ---0.14 1 ---0.39 1 --0.14 1 0.73 1 16 ---------------0.22 1 24 ---------------- If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. Combined Axial and Lateral Loads www.SSMA.com 39Complies With 2009, 2012 and 2015 IBC 35 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 1.96 3.19 4.38 6.87 2.79 4.92 6.75 10.77 13.88 3.82 7.10 9.70 15.42 19.91 16 1.78 3.04 4.24 6.74 2.58 4.73 6.56 10.58 13.72 3.57 6.85 9.47 15.20 19.70 24 1.42 2.75 3.96 6.47 2.15 4.34 6.18 10.21 13.39 3.07 6.36 9.02 14.77 19.27 9 12 1.81 3.06 4.26 6.76 2.61 4.76 6.59 10.61 13.74 3.61 6.89 9.50 15.23 19.72 16 1.58 2.88 4.08 6.59 2.34 4.51 6.34 10.37 13.53 3.29 6.57 9.21 14.95 19.44 24 1.13 2.51 3.73 6.25 1.80 4.01 5.86 9.89 13.11 2.66 5.94 8.63 14.39 18.90 10 12 1.64 2.92 4.13 6.63 2.41 4.57 6.40 10.42 13.57 3.37 6.64 9.27 15.00 19.50 16 1.36 2.69 3.90 6.42 2.08 4.26 6.10 10.12 13.31 2.97 6.25 8.91 14.65 19.15 24 0.81 2.24 3.46 6.00 1.42 3.65 5.50 9.52 12.78 2.20 5.47 8.19 13.96 18.46 12 12 1.26 2.60 3.81 6.32 1.94 4.12 5.95 9.96 13.16 2.81 6.05 8.72 14.45 18.94 16 0.86 2.27 3.49 6.01 1.47 3.67 5.51 9.52 12.77 2.25 5.48 8.19 13.92 18.41 24 0.10 1.62 2.86 5.40 0.56 2.81 4.65 8.65 11.99 1.18 4.38 7.15 12.90 17.38 14 12 0.81 2.21 3.42 5.94 1.40 3.58 5.40 9.39 12.64 2.14 5.26 7.97 13.73 18.19 16 0.30 4 1.77 2.99 5.51 0.79 2.98 4.80 8.77 12.08 1.42 4.51 7.25 12.99 17.44 24 -0.92 3 2.15 4.68 -1.85 4 3.65 7.58 11.00 -3.10 5.87 11.58 16.00 16 12 0.33 4 1.77 2.98 5.48 0.81 4 2.96 4.75 8.68 11.97 1.40 4.30 6.91 12.50 17.01 16 -1.21 3 2.42 4.93 -2.21 4 3.99 7.87 11.23 0.55 4 3.40 6.02 11.56 16.02 24 -0.18 3 1.37 3 3.86 4 -0.84 3 2.57 3 6.36 9.82 -1.75 3 4.37 4 9.79 14.16 40 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.43 3 1.11 4 2.64 3.72 0.24 3 0.81 4 2.11 3.10 0.50 4 1.21 2.82 4.01 0.74 4 1.71 3.65 5.18 16 -0.65 3 2.20 4 3.26 -0.38 3 1.71 4 2.67 -0.75 3 2.37 4 3.54 0.25 3 1.20 4 3.14 4.67 24 --1.39 3 2.42 3 --0.97 3 1.88 3 --1.56 3 2.68 3 -0.26 3 2.19 3 3.72 4 9 12 -0.69 3 2.08 4 3.06 -0.44 3 1.66 3 2.55 4 0.13 3 0.78 3 2.27 4 3.34 0.32 3 1.21 4 2.97 4.37 16 -0.17 3 1.60 3 2.55 3 --1.21 3 2.07 3 -0.26 3 1.77 3 2.82 4 -0.64 3 2.40 3 3.79 24 --0.72 2 1.63 3 --0.39 2 1.19 2 --0.87 2 1.86 3 --1.36 3 2.73 3 10 12 -0.29 3 1.56 3 2.43 3 --1.22 3 2.01 3 -0.38 3 1.74 3 2.69 4 -0.74 3 2.32 3 3.58 4 16 --1.05 2 1.89 3 --0.74 2 1.49 3 --1.21 3 2.12 3 -0.13 2 1.71 3 2.95 3 24 --0.15 1 0.93 2 ---0.57 2 --0.27 2 1.12 2 --0.64 2 1.85 2 12 12 --0.70 2 1.35 2 --0.48 2 1.06 2 --0.84 2 1.55 2 --1.21 2 2.19 3 16 --0.20 1 0.81 2 ---0.54 1 --0.30 1 0.97 2 --0.60 2 1.55 2 24 ---------------0.45 1 14 12 --0.13 1 0.60 1 ---0.39 1 --0.21 1 0.73 1 --0.43 1 1.18 2 16 -----------0.19 1 ---0.58 1 24 ---------------- 16 12 ---0.11 1 -------0.19 1 ---0.50 1 16 ---------------- 24 ---------------- 40 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.40 4 1.04 2.50 3.72 0.70 1.50 3.32 4.81 0.97 2.06 4.28 6.14 1.35 2.41 4.70 6.55 16 -0.62 4 2.10 3.28 0.26 3 1.03 2.87 4.33 0.49 4 1.55 3.76 5.62 0.98 2.06 4.36 6.21 24 --1.35 3 2.47 4 -0.18 3 2.04 4 3.44 0.61 3 2.80 4 4.64 0.26 1.37 3.69 5.56 9 12 -0.67 3 2.06 3.21 0.33 3 1.07 4 2.78 4.16 0.55 4 1.56 3.61 5.35 1.03 2.09 4.36 6.23 16 -0.18 3 1.59 3 2.70 4 -0.53 3 2.26 4 3.60 -0.98 4 3.01 4.74 0.57 1.65 3.93 5.80 24 --0.74 3 1.75 3 --1.32 3 2.57 3 --1.93 3 3.62 4 -0.82 3.11 4.98 10 12 -0.30 3 1.61 3 2.65 4 -0.64 3 2.24 4 3.48 0.15 3 1.07 3 2.94 4.54 0.69 1.74 3.94 5.85 16 --1.09 3 2.07 3 --1.67 3 2.86 3 -0.43 3 2.29 3 3.86 4 0.16 4 1.22 3.43 5.33 24 --0.18 2 1.05 2 --0.66 2 1.75 3 --1.13 3 2.64 3 -0.26 3 2.46 4 4.32 12 12 --0.79 2 1.58 3 --1.25 2 2.20 3 -0.20 2 1.73 3 3.00 3 -0.99 4 3.01 4.76 16 --0.23 1 0.96 2 --0.64 2 1.53 2 --1.03 2 2.27 3 -0.34 3 2.35 3 4.07 4 24 -------0.38 1 ---1.00 2 --1.16 3 2.80 3 14 12 --0.16 1 0.73 1 --0.48 1 1.18 2 --0.79 2 1.76 2 -0.26 3 2.05 3 3.59 3 16 ---0.14 1 ---0.55 1 --0.12 1 1.06 2 --1.31 2 2.79 3 24 ---------------1.38 2 16 12 ---0.15 1 ---0.48 1 --0.14 1 0.89 1 --1.19 2 2.48 3 16 -----------0.24 1 --0.42 1 1.64 2 24 ---------------0.20 1 Combined Axial and Lateral Loads If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. www.SSMA.com40 Copyright © 2015 by the SSMA 40 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 1.88 3.12 4.32 6.81 2.70 4.84 6.67 10.69 13.81 3.71 6.99 9.60 15.33 19.82 16 1.67 2.95 4.16 6.66 2.45 4.62 6.45 10.48 13.62 3.42 6.71 9.34 15.08 19.58 24 1.26 2.62 3.84 6.36 1.97 4.17 6.02 10.05 13.25 2.85 6.15 8.83 14.59 19.09 9 12 1.71 2.98 4.18 6.68 2.50 4.65 6.48 10.51 13.65 3.47 6.75 9.38 15.11 19.60 16 1.45 2.77 3.98 6.49 2.19 4.37 6.20 10.23 13.41 3.11 6.39 9.05 14.79 19.29 24 0.94 2.35 3.57 6.11 1.57 3.80 5.65 9.69 12.93 2.39 5.67 8.39 14.16 18.66 10 12 1.52 2.83 4.03 6.54 2.27 4.43 6.27 10.29 13.46 3.20 6.47 9.12 14.85 19.35 16 1.20 2.56 3.78 6.30 1.89 4.08 5.92 9.95 13.16 2.75 6.02 8.70 14.45 18.95 24 0.58 2.04 3.28 5.82 1.14 3.39 5.24 9.27 12.56 1.88 5.14 7.89 13.66 18.16 12 12 1.09 2.46 3.67 6.19 1.74 3.93 5.76 9.77 12.99 2.57 5.81 8.49 14.22 18.71 16 0.64 2.08 3.30 5.84 1.21 3.42 5.26 9.27 12.55 1.94 5.16 7.89 13.63 18.11 24 -1.35 2.59 5.14 0.18 2.44 4.29 8.28 11.66 0.74 3.92 6.72 12.46 16.94 14 12 0.59 2.02 3.24 5.76 1.14 3.32 5.14 9.12 12.40 1.83 4.94 7.66 13.41 17.87 16 -1.52 2.74 5.27 0.45 4 2.65 4.47 8.42 11.77 1.03 4.10 6.85 12.58 17.02 24 -0.57 3 1.80 4 4.34 -1.39 3 3.18 7.09 10.55 -2.52 4 5.31 10.99 15.40 16 12 -1.53 4 2.73 5.24 0.49 4 2.63 4.42 8.33 11.65 1.03 3.91 6.52 12.09 16.58 16 -0.91 3 2.11 4 4.62 -1.81 3 3.57 7.43 10.82 -2.91 4 5.53 11.04 15.48 24 --0.94 3 3.43 3 -0.29 3 2.00 3 5.74 4 9.24 -1.09 3 3.71 3 9.07 13.40 50 psf Lateral Load Wall Height (ft) Spacing (in) oc 350S162 362S137 362S162 362S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 -0.76 3 2.30 4 3.38 -0.49 3 1.81 4 2.78 0.16 3 0.86 4 2.48 3.66 0.37 3 1.33 3.26 4.79 16 -0.21 3 1.78 3 2.83 4 --1.33 3 2.27 4 -0.31 3 1.96 3 3.10 4 -0.72 3 2.65 4 4.18 24 --0.83 2 1.84 3 --0.46 2 1.33 3 --0.99 3 2.08 3 --1.54 3 3.06 3 9 12 -0.29 3 1.71 3 2.68 4 --1.32 3 2.18 3 -0.39 3 1.89 3 2.94 4 -0.78 3 2.54 4 3.93 16 --1.14 3 2.07 3 --0.78 2 1.61 3 --1.31 3 2.32 3 -0.11 3 1.86 3 3.25 3 24 --0.14 2 1.00 2 ---0.60 2 --0.27 2 1.21 2 --0.67 2 2.02 3 10 12 --1.17 3 2.02 3 --0.85 2 1.61 3 --1.34 3 2.26 3 -0.27 3 1.86 3 3.11 3 16 --0.58 2 1.39 2 --0.29 2 1.01 2 --0.72 2 1.61 3 --1.15 2 2.38 3 24 ---0.29 1 -------0.45 2 ---1.10 2 12 12 --0.32 1 0.94 2 --0.10 1 0.66 2 --0.43 1 1.11 2 --0.75 2 1.70 2 16 ---0.32 1 -------0.46 1 ---0.98 2 24 ---------------- 14 12 ---0.21 1 -------0.32 1 ---0.72 1 16 ---------------- 24 ---------------- 16 12 ---------------- 16 ---------------- 24 ---------------- 40 psf Lateral Load Wall Height (ft) Spacing (in)oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 0.97 1.73 3.15 4.40 6.99 1.47 2.53 4.79 6.65 10.61 1.88 3.27 6.42 9.00 14.67 16 0.68 1.44 2.90 4.16 6.78 1.12 2.20 4.48 6.35 10.32 1.52 2.88 6.03 8.63 14.30 24 0.11 0.88 2.41 3.68 6.36 0.45 1.58 3.89 5.77 9.74 0.81 2.13 5.27 7.92 13.58 9 12 0.73 1.48 2.93 4.18 6.80 1.18 2.25 4.51 6.38 10.34 1.56 2.91 5.98 8.54 14.12 16 0.37 1.13 2.62 3.88 6.53 0.75 1.85 4.13 6.00 9.96 1.12 2.43 5.49 8.08 13.65 24 -0.43 2.01 3.27 6.00 -1.07 3.38 5.25 9.22 0.27 1.51 4.55 7.18 12.73 10 12 0.47 1.22 2.69 3.94 6.58 0.86 1.94 4.20 6.06 10.01 1.22 2.51 5.49 8.01 13.47 16 -0.78 2.31 3.56 6.24 0.36 1.46 3.73 5.59 9.53 0.69 1.94 4.90 7.45 12.89 24 --1.57 4 2.82 5.58 -0.54 4 2.82 4.68 8.61 -0.86 3.78 6.37 11.76 12 12 -0.63 4 2.13 3.36 6.03 0.19 3 1.24 3.43 5.30 9.18 0.50 4 1.66 4.37 6.77 11.86 16 --1.60 4 2.82 5.54 -0.61 3 2.78 4 4.63 8.48 -0.92 4 3.60 6.01 11.05 24 --0.63 3 1.82 3 4.60 4 --1.59 3 3.39 3 7.17 --2.19 3 4.60 4 9.52 14 12 --1.50 3 2.68 4 5.35 -0.52 3 2.49 3 4.21 8.09 -0.79 3 3.19 4 5.39 9.97 16 --0.84 3 2.00 3 4.70 4 --1.74 3 3.41 3 7.17 --2.30 3 4.48 4 8.96 24 ---0.77 2 3.49 3 --0.38 2 1.95 3 5.51 3 --0.71 2 2.85 3 7.15 3 16 12 --0.85 2 1.95 3 4.56 3 --1.60 3 3.09 3 6.44 4 --2.09 3 4.03 3 8.00 16 --0.10 2 1.16 2 3.76 3 --0.78 2 2.21 3 5.42 3 --1.14 2 3.04 3 6.89 3 24 ----2.34 2 ---0.67 2 3.64 2 ---1.32 2 4.94 3 Combined Axial and Lateral Loads If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. www.SSMA.com 41Complies With 2009, 2012 and 2015 IBC 50 psf Lateral Load Wall Height (ft) Spacing (in) oc 800S137 800S162 800S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 43 54 68 97 43 54 68 97 118 43 54 68 97 118 8 12 1.72 3.00 4.20 6.70 2.52 4.67 6.51 10.53 13.67 3.49 6.78 9.41 15.14 19.64 16 1.47 2.79 4.00 6.51 2.21 4.39 6.23 10.26 13.44 3.14 6.43 9.09 14.83 19.33 24 0.96 2.37 3.60 6.13 1.61 3.84 5.69 9.73 12.97 2.43 5.73 8.45 14.22 18.73 9 12 1.51 2.82 4.03 6.54 2.26 4.44 6.27 10.30 13.47 3.20 6.48 9.13 14.87 19.37 16 1.19 2.56 3.78 6.30 1.88 4.08 5.93 9.96 13.17 2.75 6.03 8.72 14.47 18.97 24 0.56 2.04 3.27 5.82 1.12 3.38 5.24 9.28 12.57 1.86 5.15 7.90 13.69 18.20 10 12 1.28 2.63 3.84 6.36 1.98 4.17 6.01 10.03 13.23 2.86 6.13 8.81 14.55 19.05 16 0.89 2.30 3.53 6.06 1.51 3.73 5.58 9.61 12.86 2.31 5.58 8.30 14.06 18.56 24 0.12 1.66 2.90 5.46 0.59 2.88 4.74 8.77 12.11 1.24 4.50 7.29 13.07 17.58 12 12 0.75 2.17 3.40 5.92 1.34 3.55 5.38 9.39 12.66 2.10 5.32 8.04 13.78 18.26 16 0.20 1.71 2.94 5.49 0.69 2.93 4.77 8.77 12.10 1.33 4.53 7.30 13.04 17.52 24 -0.82 4 2.07 4.63 -1.74 3.58 7.56 11.01 -3.03 5.87 11.61 16.08 14 12 0.16 4 1.64 2.87 5.39 0.62 2.81 4.63 8.60 11.92 1.22 4.30 7.05 12.79 17.23 16 -1.04 4 2.27 4.80 -2.01 4 3.81 7.75 11.15 0.26 4 3.29 6.07 11.77 16.20 24 --1.12 3 3.66 4 -0.50 3 2.27 3 6.13 9.67 -1.41 3 4.22 4 9.85 14.23 16 12 -1.06 3 2.27 4 4.77 -2.01 4 3.78 7.65 11.02 0.32 3 3.15 5.77 11.30 15.75 16 -0.32 3 1.52 3 4.01 4 -1.03 3 2.76 3 6.57 10.01 -1.97 3 4.60 4 10.03 14.42 24 --0.12 2 2.58 3 --0.90 3 4.56 3 8.12 4 --2.45 3 7.70 4 11.95 50 psf Lateral Load Wall Height (ft) Spacing (in) oc 400S137 400S162 400S200 550S162 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 33 43 54 68 33 43 54 68 33 43 54 68 8 12 0.10 3 0.72 4 2.19 3.39 0.37 4 1.15 2.98 4.45 0.60 4 1.67 3.89 5.75 1.07 2.14 4.44 6.30 16 -0.21 3 1.71 4 2.87 -0.59 3 2.45 3.87 -1.07 4 3.27 5.12 0.61 1.71 4.02 5.88 24 --0.82 3 1.90 3 --1.46 3 2.81 3 --2.13 3 3.95 4 -0.88 3.21 5.08 9 12 -0.29 3 1.70 3 2.82 4 -0.66 3 2.39 4 3.73 0.14 3 1.12 4 3.16 4.89 0.69 1.76 4.04 5.91 16 --1.15 3 2.21 3 --1.78 3 3.07 4 -0.43 3 2.46 3 4.17 0.14 4 1.23 3.52 5.39 24 --0.15 2 1.10 2 --0.68 2 1.87 3 --1.19 3 2.84 3 -0.23 3 2.52 4 4.38 10 12 --1.22 3 2.21 3 -0.20 3 1.81 3 3.01 4 -0.58 3 2.45 3 4.03 4 0.29 4 1.35 3.56 5.46 16 --0.62 2 1.55 3 --1.14 3 2.29 3 --1.69 3 3.23 3 -0.73 4 2.94 4.82 24 ---0.37 2 ---1.00 2 --0.35 2 1.82 2 --1.78 3 3.61 4 12 12 --0.37 2 1.11 2 --0.78 2 1.70 2 --1.20 2 2.45 3 -0.50 3 2.51 4 4.24 16 ---0.41 1 ---0.94 2 --0.41 2 1.61 2 --1.74 3 3.42 3 24 -----------0.16 1 --0.34 2 1.93 3 14 12 ---0.28 1 ---0.70 1 --0.28 1 1.23 2 --1.49 3 2.98 3 16 -----------0.43 1 --0.63 2 2.06 2 24 ---------------0.43 1 16 12 -----------0.39 1 --0.60 2 1.84 2 16 ---------------0.89 1 24 ---------------- 50 psf Lateral Load Wall Height (ft) Spacing (in) oc 600S137 600S162 600S200 33 ksi 50 ksi 33 ksi 50 ksi 33 ksi 50 ksi 33 43 54 68 97 33 43 54 68 97 33 43 54 68 97 8 12 0.75 1.51 2.96 4.22 6.83 1.21 2.28 4.56 6.43 10.39 1.60 2.98 6.12 8.72 14.40 16 0.39 1.16 2.66 3.92 6.57 0.78 1.89 4.18 6.06 10.03 1.16 2.50 5.64 8.27 13.94 24 -0.46 2.06 3.32 6.05 -1.12 3.45 5.34 9.31 0.30 1.58 4.71 7.39 13.05 9 12 0.46 1.21 2.70 3.95 6.59 0.86 1.95 4.22 6.09 10.05 1.23 2.55 5.61 8.19 13.77 16 -0.78 2.31 3.57 6.26 0.34 1.46 3.75 5.62 9.58 0.68 1.97 5.02 7.63 13.19 24 --1.57 2.83 5.60 -0.52 4 2.83 4.71 8.67 -0.85 3.87 6.53 12.06 10 12 0.14 4 0.89 2.40 3.65 6.32 0.48 1.58 3.84 5.71 9.65 0.82 2.08 5.05 7.59 13.03 16 -0.37 4 1.93 3.18 5.91 -0.99 3.27 5.13 9.07 0.19 4 1.39 4.33 6.90 12.32 24 --1.04 3 2.29 4 5.10 -2.17 4 4.02 7.94 -0.10 4 2.99 5.59 10.94 12 12 -0.20 3 1.73 4 2.95 5.66 -0.76 4 2.94 4.79 8.66 -1.10 4 3.79 6.20 11.25 16 --1.10 3 2.31 4 5.07 --2.17 3 3.99 4 7.81 -0.23 3 2.88 4 5.29 10.27 24 ---1.11 3 3.94 3 --0.77 3 2.52 3 6.24 4 --1.21 3 3.62 3 8.45 14 12 --1.00 3 2.16 3 4.86 4 --1.92 3 3.60 3 7.39 -0.14 3 2.52 3 4.70 4 9.21 16 --0.24 2 1.36 3 4.08 3 --1.03 2 2.65 3 6.32 3 --1.48 3 3.64 3 8.03 4 24 ----2.66 2 ---0.97 2 4.39 3 ---1.75 2 5.91 3 16 12 --0.28 2 1.35 2 3.95 3 --0.98 2 2.42 3 5.67 3 --1.37 3 3.28 3 7.16 4 16 ---0.44 2 3.02 2 ---1.41 2 4.50 3 --0.28 2 2.15 2 5.88 3 24 ----1.39 1 ----2.47 2 ---0.18 1 3.64 2 Combined Axial and Lateral Loads If no note, deflection meets L/720 1Deflection meets L/120 2Deflection meets L/240 3Deflection meets L/360 4Deflection meets L/600 See Table Notes on page 31. www.SSMA.com42 Copyright © 2015 by the SSMA Table Notes Floor Joist Bridging and Bracing Requirements Bracing components shall be designed in accordance with AISI S100 Section D3. The minimum number of rows required is shown in the table. Additional rows of bridging may be required by design. Span Minimum Number of Rows Up to 16'1 row at mid-span 16' to 24'2 rows at ¹⁄³ points 24' to 32'3 rows at ¼ points EQ. EQ. EQ. EQ. EQ. Attach strapping to every joist. Start and end strapping on solid blocking. Solid blocking at 10'-0"oc max Floor Joists Attach blocking to joist on each side Blocking Note Place solid blocking adjacent to all openings and two bays at ends of joist system Joist Bridging Detail Floor Joist Spans 1. Spans are based on continuous support of compression flange over the full length of the joist. 2. Spans are based on tension flange laterally braced at maximum spacing of 8'-0". 3. For two equal spans, the listed span is the distance from either end to the center support, with the joist continuous over the center support. 4. Joists must be braced against rotation at all supports. 5. End shear and web crippling capacity have not been reduced for punchouts. 6. End web crippling check is based on 3 ½" end bearing. Where listed allowable spans are followed by "e", web stiffeners are required at end supports. 7. Interior support not checked for combined bending and web crippling. Web stiffeners are required at interior supports. 8. Shear capacity at interior support has been reduced for the presence of punchouts adjacent to the supports. Combined bending and shear check is based on unreinforced web in accordance with AISI S100 Section C 3.3.1. 9. Total load deflection is limited to L/240. Live load deflection limit is as noted. 10. Alternate span live loading has been considered for two equal span conditions. 11. See page 5 for additional table notes. General Note: All connections should be designed by a licensed design professional. www.SSMA.com 43Complies With 2009, 2012 and 2015 IBC 10 psf Dead Load and 20 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 14' 6" 12' 7"e 10' 3"e 14' 6" 12' 7" 10' 1" 14' 4" 12' 7"e 10' 3"e 14' 6" 12' 7" 10' 1" 600S200-33 33 15' 6" 13' 5"e 10' 11"e 15' 6" 13' 3" 10' 5" 15' 0" 13' 5"e 10' 11"e 15' 6" 13' 3" 10' 5" 600S162-43 33 17' 2" 15' 6" 12' 8" 17' 11" 15' 6" 12' 8" 15' 7" 14' 2" 12' 5" 17' 6" 15' 6" 12' 8" 600S200-43 33 18' 0" 16' 0" 13' 1" 18' 6" 16' 0" 13' 1" 16' 5" 14' 11" 13' 0" 18' 5" 16' 0" 13' 1" 600S250-43 33 18' 11" 16' 5" 13' 5"e 19' 0" 16' 5" 13' 5" 17' 2" 15' 7" 13' 5"e 19' 0" 16' 5" 13' 5" 600S162-54 50 18' 5" 16' 9" 14' 7" 20' 8" 18' 9" 16' 5" 16' 9" 15' 2" 13' 3" 18' 9" 17' 1" 14' 11" 600S200-54 50 19' 4" 17' 7" 15' 4" 21' 9" 19' 9" 17' 3" 17' 7" 16' 0" 14' 0" 19' 9" 17' 11" 15' 8" 600S250-54 50 20' 3" 18' 5" 16' 1" 22' 9" 20' 8" 17' 10" 18' 5" 16' 9" 14' 8" 20' 8" 18' 10" 16' 5" 600S162-68 50 19' 9" 17' 11" 15' 8" 22' 2" 20' 2" 17' 7" 17' 11" 16' 4" 14' 3" 20' 2" 18' 4" 16' 0" 600S200-68 50 20' 9" 18' 10" 16' 6" 23' 4" 21' 2" 18' 6" 18' 10" 17' 2" 15' 0" 21' 2" 19' 3" 16' 10" 600S250-68 50 21' 9" 19' 9" 17' 3" 24' 5" 22' 3" 19' 5" 19' 9" 18' 0" 15' 8" 22' 3" 20' 2" 17' 8" 600S162-97 50 21' 11" 19' 11" 17' 4" 24' 7" 22' 4" 19' 6" 19' 11" 18' 1" 15' 9" 22' 4" 20' 3" 17' 9" 600S200-97 50 23' 1" 20' 11" 18' 4" 25' 11" 23' 6" 20' 7" 20' 11" 19' 0" 16' 8" 23' 6" 21' 4" 18' 8" 600S250-97 50 24' 3" 22' 0" 19' 3" 27' 2" 24' 8" 21' 7" 22' 0" 20' 0" 17' 6" 24' 8" 22' 5" 19' 7" 600S162-118 50 23' 1" 21' 0" 18' 4" 25' 11" 23' 7" 20' 7" 21' 0" 19' 1" 16' 8" 23' 7" 21' 5" 18' 9" 600S200-118 50 24' 5" 22' 2" 19' 4" 27' 5" 24' 11" 21' 9" 22' 2" 20' 2" 17' 7" 24' 11" 22' 7" 19' 9" 600S250-118 50 25' 8" 23' 4" 20' 4" 28' 9" 26' 2" 22' 10" 23' 4" 21' 2" 18' 6" 26' 2" 23' 9" 20' 9" 800S162-33 33 16' 9"e 14' 6"e 11' 10"e 15' 8"e 13' 0"e 9' 10"e 16' 9"e 14' 6"e 11' 10"e 15' 8"e 13' 0"e 9' 10"e 800S200-33 33 18' 0"e 15' 7"e 12' 8"e 16' 6"e 13' 8"e 10' 3"e 18' 0"e 15' 7"e 12' 8"e 16' 6"e 13' 8"e 10' 3"e 800S162-43 33 20' 2" 17' 6" 14' 3"e 20' 2" 17' 6" 13' 11" 19' 6" 17' 6" 14' 3"e 20' 2" 17' 6" 13' 11" 800S200-43 33 21' 7" 18' 8" 15' 3"e 21' 7" 18' 8" 15' 3" 20' 7" 18' 8" 15' 3"e 21' 7" 18' 8" 15' 3" 800S250-43 33 22' 2" 19' 2"e 15' 8"e 22' 2" 19' 2" 15' 6" 21' 5" 19' 2"e 15' 8"e 22' 2" 19' 2" 15' 6" 800S162-54 50 23' 3" 21' 1" 18' 4" 26' 0" 23' 5" 19' 1" 21' 1" 19' 2" 16' 9" 23' 8" 21' 6" 18' 9" 800S200-54 50 24' 4" 22' 1" 19' 4" 27' 4" 24' 10" 20' 5" 22' 1" 20' 1" 17' 6" 24' 10" 22' 6" 19' 8" 800S250-54 50 25' 4" 23' 1" 20' 2" 28' 6" 25' 6" 20' 10" 23' 1" 20' 11" 18' 3" 25' 10" 23' 6" 20' 6" 800S162-68 50 24' 11" 22' 8" 19' 9" 28' 0" 25' 5" 22' 3" 22' 8" 20' 7" 18' 0" 25' 5" 23' 1" 20' 2" 800S200-68 50 26' 1" 23' 9" 20' 9" 29' 4" 26' 8" 23' 3" 23' 9" 21' 7" 18' 10" 26' 8" 24' 2" 21' 2" 800S250-68 50 27' 3" 24' 9" 21' 8" 30' 7" 27' 10" 24' 3" 24' 9" 22' 6" 19' 8" 27' 10" 25' 3" 22' 1" 800S162-97 50 27' 8" 25' 2" 22' 0" 31' 1" 28' 3" 24' 8" 25' 2" 22' 10" 20' 0" 28' 3" 25' 8" 22' 5" 800S200-97 50 29' 0" 26' 5" 23' 1" 32' 7" 29' 7" 25' 11" 26' 5" 24' 0" 20' 11" 29' 7" 26' 11" 23' 6" 800S250-97 50 30' 4" 27' 7" 24' 1" 34' 1" 30' 11" 27' 1" 27' 7" 25' 1" 21' 11" 30' 11" 28' 2" 24' 7" 800S162-118 50 29' 4" 26' 7" 23' 3" 32' 11" 29' 11" 26' 1" 26' 7" 24' 2" 21' 1" 29' 11" 27' 2" 23' 9" 800S200-118 50 30' 9" 27' 11" 24' 5" 34' 6" 31' 5" 27' 5" 27' 11" 25' 5" 22' 2" 31' 5" 28' 6" 24' 11" 800S250-118 50 32' 2" 29' 3" 25' 6" 36' 1" 32' 10" 28' 8" 29' 3" 26' 7" 23' 2" 32' 10" 29' 10" 26' 1" 1000S162-43 33 22' 4"e 19' 4"e 15' 10"e 22' 3"e 18' 10"e 14' 8"e 22' 4"e 19' 4"e 15' 10"e 22' 3"e 18' 10"e 14' 8"e 1000S200-43 33 24' 1"e 20' 11"e 17' 1"e 23' 5"e 19' 9"e 15' 4"e 24' 1"e 20' 11"e 17' 1"e 23' 5"e 19' 9"e 15' 4"e 1000S250-43 33 24' 10"e 21' 6"e 17' 6"e 24' 5"e 20' 6"e 15' 10"e 24' 10"e 21' 6"e 17' 6"e 24' 5"e 20' 6"e 15' 10"e 1000S162-54 50 27' 7" 25' 0" 21' 2" 29' 11" 25' 11" 21' 2" 25' 2" 22' 10" 19' 11" 28' 2" 25' 6" 21' 2" 1000S200-54 50 28' 10" 26' 2" 22' 9" 32' 2" 27' 10" 22' 2" 26' 4" 23' 10" 20' 9" 29' 5" 26' 8" 22' 2" 1000S250-54 50 30' 3" 27' 6" 23' 4" 33' 1" 28' 8" 23' 1" 27' 6" 25' 0" 21' 10" 30' 10" 28' 1" 23' 1" 1000S162-68 50 30' 0" 27' 2" 23' 8" 33' 6" 30' 5" 25' 0" 27' 3" 24' 9" 21' 7" 30' 7" 27' 9" 24' 2" 1000S200-68 50 31' 3" 28' 5" 24' 9" 35' 0" 31' 9" 26' 9" 28' 5" 25' 10" 22' 7" 31' 11" 28' 11" 25' 3" 1000S250-68 50 32' 6" 29' 7" 25' 10" 36' 6" 33' 2" 27' 6" 29' 7" 26' 10" 23' 5" 33' 2" 30' 2" 26' 4" 1000S162-97 50 33' 4" 30' 4" 26' 6" 37' 5" 34' 0" 29' 9" 30' 4" 27' 6" 24' 1" 34' 0" 30' 11" 27' 0" 1000S200-97 50 34' 10" 31' 8" 27' 8" 39' 1" 35' 6" 31' 0" 31' 8" 28' 9" 25' 1" 35' 6" 32' 3" 28' 2" 1000S250-97 50 36' 3" 32' 11" 28' 9" 40' 9" 37' 0" 32' 4" 32' 11" 29' 11" 26' 2" 37' 0" 33' 7" 29' 4" 1000S162-118 50 35' 4" 32' 1" 28' 0" 39' 8" 36' 0" 31' 6" 32' 1" 29' 2" 25' 6" 36' 0" 32' 9" 28' 7" 1000S200-118 50 36' 11" 33' 7" 29' 4" 41' 6" 37' 8" 32' 11" 33' 7" 30' 6" 26' 8" 37' 8" 34' 3" 29' 11" 1000S250-118 50 38' 6" 35' 0" 30' 7" 43' 2" 39' 3" 34' 4" 35' 0" 31' 9" 27' 9" 39' 3" 35' 8" 31' 2" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com44 Copyright © 2015 by the SSMA 10 psf Dead Load and 20 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 31' 9"e 27' 11"e 22' 10"e 32' 3"e 27' 11"e 22' 5"e 29' 0"e 26' 3"e 22' 10"e 32' 3"e 27' 11"e 22' 5"e 1200S200-54 50 33' 2"e 30' 0"e 24' 8"e 34' 10"e 29' 7"e 23' 2"e 30' 3"e 27' 5"e 23' 10"e 33' 9"e 29' 7"e 23' 2"e 1200S250-54 50 34' 6"e 31' 2"e 25' 6"e 35' 5"e 30' 0"e 23' 5"e 31' 5"e 28' 6"e 24' 10"e 35' 1"e 30' 0"e 23' 5"e 1200S162-68 50 34' 8" 31' 5" 27' 1" 38' 4" 33' 2" 27' 1" 31' 7" 28' 8" 24' 11" 35' 3" 32' 0" 27' 1" 1200S200-68 50 36' 1" 32' 9" 28' 6" 40' 4" 35' 9" 29' 2" 32' 11" 29' 10" 26' 0" 36' 9" 33' 4" 29' 0" 1200S250-68 50 37' 6" 34' 0" 29' 7" 41' 11" 36' 11" 30' 1" 34' 2" 31' 0" 27' 0" 38' 2" 34' 8" 30' 1" 1200S162-97 50 38' 11" 35' 4" 30' 11" 43' 8" 39' 8" 34' 8" 35' 4" 32' 1" 28' 1" 39' 8" 36' 1" 31' 6" 1200S200-97 50 40' 6" 36' 10" 32' 2" 45' 6" 41' 4" 36' 1" 36' 10" 33' 5" 29' 3" 41' 4" 37' 7" 32' 10" 1200S250-97 50 42' 1" 38' 2" 33' 4" 47' 2" 42' 11" 37' 6" 38' 2" 34' 8" 30' 4" 42' 11" 39' 0" 34' 1" 1200S162-118 50 41' 3" 37' 6" 32' 9" 46' 4" 42' 1" 36' 9" 37' 6" 34' 1" 29' 9" 42' 1" 38' 3" 33' 5" 1200S200-118 50 43' 0" 39' 1" 34' 1" 48' 3" 43' 10" 38' 4" 39' 1" 35' 6" 31' 0" 43' 10" 39' 10" 34' 10" 1200S250-118 50 44' 8" 40' 7" 35' 5" 50' 2" 45' 7" 39' 9" 40' 7" 36' 10" 32' 2" 45' 7" 41' 5" 36' 2" 1200S300-118 50 46' 2" 42' 0" 36' 8" 51' 10" 47' 1" 41' 2" 42' 0" 38' 2" 33' 4" 47' 1" 42' 10" 37' 5" 1200S350-118 50 48' 5" 44' 0" 38' 5" 54' 5" 49' 5" 43' 2" 44' 0" 40' 0" 34' 11" 49' 5" 44' 11" 39' 3" 1400S162-54 50 34' 0"e 29' 6"e 24' 1"e 34' 0"e 29' 6"e 22' 9"e 32' 7"e 29' 6"e 24' 1"e 34' 0"e 29' 6"e 22' 9"e 1400S200-54 50 37' 0"e 32' 1"e 26' 2"e 36' 4"e 30' 6"e 23' 4"e 34' 0"e 30' 10"e 26' 2"e 36' 4"e 30' 6"e 23' 4"e 1400S250-54 50 38' 6"e 33' 4"e 27' 2"e 36' 11"e 30' 10"e 23' 7"e 35' 4"e 32' 0"e 27' 2"e 36' 11"e 30' 10"e 23' 7"e 1400S300-54 50 39' 5"e 34' 1"e 27' 10"e 37' 2"e 31' 1"e 23' 9"e 36' 5"e 32' 11"e 27' 10"e 37' 2"e 31' 1"e 23' 9"e 1400S350-54 50 42' 8"e 38' 4"e 31' 4"e 40' 7"e 33' 8"e 25' 3"e 38' 10"e 35' 3"e 30' 8"e 40' 7"e 33' 8"e 25' 3"e 1400S162-68 50 39' 1" 35' 3" 28' 9" 40' 8" 35' 3" 28' 9" 35' 8" 32' 4" 28' 2" 39' 9" 35' 3" 28' 9" 1400S200-68 50 40' 8" 36' 10" 31' 1" 44' 0" 38' 1" 31' 1" 37' 1" 33' 8" 29' 3" 41' 5" 37' 6" 31' 1" 1400S250-68 50 42' 2" 38' 3" 32' 3" 45' 8" 39' 6" 31' 11" 38' 6" 34' 11" 30' 5" 43' 0" 38' 11" 31' 11" 1400S300-68 50 43' 7" 39' 5" 33' 0" 46' 9" 40' 6" 32' 4" 39' 9" 36' 0" 31' 5" 44' 5" 40' 1" 32' 4" 1400S350-68 50 46' 1" 41' 10" 36' 7" 51' 9" 45' 2" 35' 11" 41' 10" 38' 0" 33' 3" 47' 0" 42' 8" 35' 11" 1400S162-97 50 44' 5" 40' 4" 35' 2" 49' 9" 45' 1" 37' 8" 40' 4" 36' 8" 32' 0" 45' 4" 41' 2" 35' 10" 1400S200-97 50 46' 1" 41' 11" 36' 6" 51' 8" 46' 10" 40' 5" 41' 11" 38' 1" 33' 3" 47' 0" 42' 9" 37' 3" 1400S250-97 50 47' 9" 43' 4" 37' 10" 53' 6" 48' 7" 41' 11" 43' 4" 39' 5" 34' 5" 48' 8" 44' 3" 38' 7" 1400S300-97 50 49' 3" 44' 9" 39' 1" 55' 3" 50' 2" 42' 11" 44' 9" 40' 8" 35' 6" 50' 3" 45' 8" 39' 10" 1400S350-97 50 51' 6" 46' 9" 40' 11" 57' 10" 52' 6" 45' 11" 46' 9" 42' 6" 37' 2" 52' 6" 47' 9" 41' 8" 1400S162-118 50 47' 2" 42' 10" 37' 5" 52' 11" 48' 1" 42' 0" 42' 10" 38' 11" 34' 0" 48' 1" 43' 8" 38' 2" 1400S200-118 50 48' 11" 44' 6" 38' 10" 55' 0" 49' 11" 43' 8" 44' 6" 40' 5" 35' 4" 49' 11" 45' 4" 39' 8" 1400S250-118 50 50' 9" 46' 1" 40' 3" 56' 11" 51' 9" 45' 2" 46' 1" 41' 10" 36' 7" 51' 9" 47' 0" 41' 1" 1400S300-118 50 52' 4" 47' 7" 41' 7" 58' 9" 53' 5" 46' 8" 47' 7" 43' 3" 37' 9" 53' 5" 48' 6" 42' 5" 1400S350-118 50 54' 9" 49' 9" 43' 6" 61' 6" 55' 10" 48' 10" 49' 9" 45' 3" 39' 6" 55' 10" 50' 9" 44' 4" 1600S162-68 50 42' 8"e 36' 11"e 30' 2"e 42' 8"e 36' 11"e 30' 2"e 39' 7"e 35' 10"e 30' 2"e 42' 8"e 36' 11"e 30' 2"e 1600S200-68 50 45' 0"e 40' 1"e 32' 8"e 46' 3"e 40' 1"e 32' 8"e 41' 2"e 37' 3"e 32' 5"e 45' 10"e 40' 1"e 32' 8"e 1600S250-68 50 46' 8"e 41' 9"e 34' 1"e 48' 3"e 41' 9"e 33' 0"e 42' 7"e 38' 7"e 33' 7"e 47' 6"e 41' 9"e 33' 0"e 1600S300-68 50 48' 2"e 42' 11"e 35' 1"e 49' 7"e 42' 5"e 33' 4"e 44' 0"e 39' 10"e 34' 8"e 49' 0"e 42' 5"e 33' 4"e 1600S350-68 50 50' 5"e 45' 9"e 39' 4"e 54' 8"e 46' 3"e 36' 1"e 46' 0"e 41' 9"e 36' 4"e 51' 5"e 46' 3"e 36' 1"e 1600S162-97 50 49' 8" 45' 0" 39' 2" 55' 5" 48' 9" 39' 10" 45' 4" 41' 1" 35' 9" 50' 7" 45' 10" 39' 10" 1600S200-97 50 51' 6" 46' 8" 40' 7" 57' 6" 52' 1" 42' 10" 46' 11" 42' 7" 37' 1" 52' 5" 47' 7" 41' 5" 1600S250-97 50 53' 3" 48' 3" 42' 0" 59' 6" 53' 11" 44' 7" 48' 6" 44' 0" 38' 4" 54' 3" 49' 2" 42' 10" 1600S300-97 50 54' 10" 49' 9" 43' 4" 61' 4" 55' 7" 45' 9" 49' 11" 45' 4" 39' 6" 55' 11" 50' 9" 44' 2" 1600S350-97 50 57' 3" 52' 0" 45' 4" 64' 1" 58' 2" 50' 7" 52' 1" 47' 4" 41' 3" 58' 5" 53' 0" 46' 2" 1600S162-118 50 53' 0" 48' 2" 42' 1" 59' 6" 54' 0" 46' 5" 48' 2" 43' 9" 38' 2" 54' 0" 49' 1" 42' 11" 1600S200-118 50 54' 10" 49' 10" 43' 7" 61' 7" 56' 0" 48' 9" 49' 10" 45' 4" 39' 7" 56' 0" 50' 10" 44' 5" 1600S250-118 50 56' 8" 51' 6" 45' 0" 63' 8" 57' 10" 50' 5" 51' 6" 46' 10" 40' 11" 57' 10" 52' 7" 45' 11" 1600S300-118 50 58' 5" 53' 1" 46' 4" 65' 7" 59' 7" 52' 0" 53' 1" 48' 3" 42' 2" 59' 7" 54' 2" 47' 4" 1600S350-118 50 61' 0" 55' 5" 48' 5" 68' 6" 62' 3" 54' 4" 55' 5" 50' 4" 44' 0" 62' 3" 56' 6" 49' 5" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 45Complies With 2009, 2012 and 2015 IBC 10 psf Dead Load and 30 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 12' 7"e 10' 11"e 8' 11"e 12' 7" 10' 10" 8' 5"e 12' 6"e 10' 11"e 8' 11"e 12' 7" 10' 10" 8' 5"e 600S200-33 33 13' 5"e 11' 7"e 9' 6"e 13' 3" 11' 2" 8' 8"e 13' 2"e 11' 7"e 9' 6"e 13' 3" 11' 2" 8' 8"e 600S162-43 33 15' 0" 13' 5" 11' 0"e 15' 6" 13' 5" 11' 0" 13' 8" 12' 5" 10' 10"e 15' 4" 13' 5" 11' 0" 600S200-43 33 15' 9" 13' 10" 11' 4"e 16' 0" 13' 10" 11' 4" 14' 4" 13' 0" 11' 4"e 16' 0" 13' 10" 11' 4" 600S250-43 33 16' 5" 14' 3" 11' 7"e 16' 5" 14' 3" 11' 7" 15' 0" 13' 7" 11' 7"e 16' 5" 14' 3" 11' 7" 600S162-54 50 16' 1" 14' 7" 12' 9" 18' 1" 16' 5" 14' 4" 14' 7" 13' 3" 11' 7" 16' 5" 14' 11" 13' 0" 600S200-54 50 16' 11" 15' 4" 13' 5" 19' 0" 17' 3" 15' 1" 15' 4" 14' 0" 12' 2" 17' 3" 15' 8" 13' 8" 600S250-54 50 17' 9" 16' 1" 14' 1" 19' 11" 18' 1" 15' 6" 16' 1" 14' 8" 12' 9" 18' 1" 16' 5" 14' 4" 600S162-68 50 17' 3" 15' 8" 13' 8" 19' 4" 17' 7" 15' 4" 15' 8" 14' 3" 12' 5" 17' 7" 16' 0" 14' 0" 600S200-68 50 18' 2" 16' 6" 14' 5" 20' 4" 18' 6" 16' 2" 16' 6" 15' 0" 13' 1" 18' 6" 16' 10" 14' 8" 600S250-68 50 19' 0" 17' 3" 15' 1" 21' 4" 19' 5" 16' 11" 17' 3" 15' 8" 13' 9" 19' 5" 17' 8" 15' 5" 600S162-97 50 19' 1" 17' 4" 15' 2" 21' 6" 19' 6" 17' 0" 17' 4" 15' 9" 13' 9" 19' 6" 17' 9" 15' 6" 600S200-97 50 20' 2" 18' 4" 16' 0" 22' 7" 20' 7" 17' 11" 18' 4" 16' 8" 14' 6" 20' 7" 18' 8" 16' 4" 600S250-97 50 21' 2" 19' 3" 16' 9" 23' 9" 21' 7" 18' 10" 19' 3" 17' 6" 15' 3" 21' 7" 19' 7" 17' 2" 600S162-118 50 20' 2" 18' 4" 16' 0" 22' 8" 20' 7" 18' 0" 18' 4" 16' 8" 14' 7" 20' 7" 18' 9" 16' 4" 600S200-118 50 21' 4" 19' 4" 16' 11" 23' 11" 21' 9" 19' 0" 19' 4" 17' 7" 15' 4" 21' 9" 19' 9" 17' 3" 600S250-118 50 22' 5" 20' 4" 17' 9" 25' 2" 22' 10" 20' 0" 20' 4" 18' 6" 16' 2" 22' 10" 20' 9" 18' 2" 800S162-33 33 14' 6"e 12' 7"e 10' 3"e 13' 0"e 10' 9"e 8' 0"e 14' 6"e 12' 7"e 10' 3"e 13' 0"e 10' 9"e 8' 0"e 800S200-33 33 15' 7"e 13' 6"e 11' 0"e 13' 8"e 11' 2"e 8' 2"e 15' 7"e 13' 6"e 11' 0"e 13' 8"e 11' 2"e 8' 2"e 800S162-43 33 17' 6" 15' 2"e 12' 4"e 17' 6" 14' 11" 11' 9" 17' 1" 15' 2"e 12' 4"e 17' 6" 14' 11" 11' 9" 800S200-43 33 18' 8" 16' 2"e 13' 3"e 18' 8" 16' 2" 12' 11"e 18' 0" 16' 2"e 13' 3"e 18' 8" 16' 2" 12' 11"e 800S250-43 33 19' 2"e 16' 7"e 13' 7"e 19' 2" 16' 7" 13' 0"e 18' 9" 16' 7"e 13' 7"e 19' 2" 16' 7" 13' 0"e 800S162-54 50 20' 3" 18' 5" 16' 0" 22' 8" 20' 3" 16' 6" 18' 5" 16' 9" 14' 7" 20' 8" 18' 9" 16' 4" 800S200-54 50 21' 3" 19' 4" 16' 10" 23' 10" 21' 7" 17' 8" 19' 4" 17' 6" 15' 4" 21' 8" 19' 8" 17' 2" 800S250-54 50 22' 2" 20' 2" 17' 7" 24' 11" 22' 1" 18' 1" 20' 2" 18' 3" 16' 0" 22' 7" 20' 6" 17' 11" 800S162-68 50 21' 9" 19' 9" 17' 3" 24' 5" 22' 3" 19' 5" 19' 9" 18' 0" 15' 8" 22' 3" 20' 2" 17' 8" 800S200-68 50 22' 10" 20' 9" 18' 1" 25' 7" 23' 3" 20' 4" 20' 9" 18' 10" 16' 5" 23' 3" 21' 2" 18' 6" 800S250-68 50 23' 10" 21' 8" 18' 11" 26' 9" 24' 3" 21' 2" 21' 8" 19' 8" 17' 2" 24' 3" 22' 1" 19' 3" 800S162-97 50 24' 2" 22' 0" 19' 2" 27' 2" 24' 8" 21' 7" 22' 0" 20' 0" 17' 5" 24' 8" 22' 5" 19' 7" 800S200-97 50 25' 4" 23' 1" 20' 2" 28' 6" 25' 11" 22' 7" 23' 1" 20' 11" 18' 4" 25' 11" 23' 6" 20' 6" 800S250-97 50 26' 6" 24' 1" 21' 0" 29' 9" 27' 1" 23' 7" 24' 1" 21' 11" 19' 1" 27' 1" 24' 7" 21' 6" 800S162-118 50 25' 7" 23' 3" 20' 4" 28' 9" 26' 1" 22' 10" 23' 3" 21' 1" 18' 5" 26' 1" 23' 9" 20' 9" 800S200-118 50 26' 10" 24' 5" 21' 4" 30' 2" 27' 5" 23' 11" 24' 5" 22' 2" 19' 5" 27' 5" 24' 11" 21' 9" 800S250-118 50 28' 1" 25' 6" 22' 4" 31' 7" 28' 8" 25' 1" 25' 6" 23' 2" 20' 3" 28' 8" 26' 1" 22' 9" 1000S162-43 33 19' 4"e 16' 9"e 13' 8"e 18' 10"e 15' 10"e 12' 2"e 19' 4"e 16' 9"e 13' 8"e 18' 10"e 15' 10"e 12' 2"e 1000S200-43 33 20' 11"e 18' 1"e 14' 9"e 19' 9"e 16' 6"e 12' 7"e 20' 11"e 18' 1"e 14' 9"e 19' 9"e 16' 6"e 12' 7"e 1000S250-43 33 21' 6"e 18' 7"e 15' 2"e 20' 6"e 17' 1"e 13' 0"e 21' 6"e 18' 7"e 15' 2"e 20' 6"e 17' 1"e 13' 0"e 1000S162-54 50 24' 1" 21' 10" 18' 4" 25' 11" 22' 6" 18' 2" 22' 0" 19' 11" 17' 4" 24' 7" 22' 3" 18' 2" 1000S200-54 50 25' 2" 22' 10" 19' 9" 27' 10" 23' 8" 18' 9" 23' 0" 20' 10" 18' 2" 25' 8" 23' 3" 18' 9" 1000S250-54 50 26' 5" 24' 0" 20' 3" 28' 8" 24' 9" 19' 6" 24' 0" 21' 10" 19' 1" 27' 0" 24' 6" 19' 6" 1000S162-68 50 26' 2" 23' 9" 20' 8" 29' 3" 26' 6" 21' 8" 23' 9" 21' 7" 18' 10" 26' 8" 24' 2" 21' 1" 1000S200-68 50 27' 4" 24' 10" 21' 7" 30' 7" 27' 9" 23' 2" 24' 10" 22' 7" 19' 8" 27' 10" 25' 3" 22' 0" 1000S250-68 50 28' 5" 25' 10" 22' 7" 31' 11" 29' 0" 23' 10" 25' 10" 23' 5" 20' 6" 29' 0" 26' 4" 23' 0" 1000S162-97 50 29' 2" 26' 6" 23' 1" 32' 8" 29' 9" 26' 0" 26' 6" 24' 1" 21' 0" 29' 9" 27' 0" 23' 7" 1000S200-97 50 30' 5" 27' 8" 24' 2" 34' 2" 31' 0" 27' 1" 27' 8" 25' 1" 21' 11" 31' 0" 28' 2" 24' 8" 1000S250-97 50 31' 8" 28' 9" 25' 2" 35' 7" 32' 4" 28' 3" 28' 9" 26' 2" 22' 10" 32' 4" 29' 4" 25' 8" 1000S162-118 50 30' 10" 28' 0" 24' 6" 34' 8" 31' 6" 27' 6" 28' 0" 25' 6" 22' 3" 31' 6" 28' 7" 25' 0" 1000S200-118 50 32' 3" 29' 4" 25' 7" 36' 3" 32' 11" 28' 9" 29' 4" 26' 8" 23' 3" 32' 11" 29' 11" 26' 1" 1000S250-118 50 33' 7" 30' 7" 26' 8" 37' 9" 34' 4" 29' 11" 30' 7" 27' 9" 24' 3" 34' 4" 31' 2" 27' 3" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com46 Copyright © 2015 by the SSMA 10 psf Dead Load and 30 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 27' 9"e 24' 2"e 19' 9"e 27' 11"e 24' 1"e 18' 9"e 25' 4"e 22' 11"e 19' 9"e 27' 11"e 24' 1"e 18' 9"e 1200S200-54 50 28' 11"e 26' 2"e 21' 4"e 29' 7"e 24' 11"e 19' 3"e 26' 5"e 23' 11"e 20' 10"e 29' 6"e 24' 11"e 19' 3"e 1200S250-54 50 30' 1"e 27' 0"e 22' 1"e 30' 0"e 25' 3"e 19' 6"e 27' 5"e 24' 11"e 21' 8"e 30' 0"e 25' 3"e 19' 6"e 1200S162-68 50 30' 3" 27' 5" 23' 6" 33' 2" 28' 9" 23' 6" 27' 7" 25' 0" 21' 9" 30' 10" 27' 11" 23' 6" 1200S200-68 50 31' 6" 28' 7" 24' 11" 35' 2" 30' 11" 25' 3" 28' 9" 26' 1" 22' 8" 32' 1" 29' 1" 25' 3" 1200S250-68 50 32' 9" 29' 8" 25' 10" 36' 7" 31' 11" 25' 9" 29' 10" 27' 1" 23' 7" 33' 4" 30' 3" 25' 9" 1200S162-97 50 34' 0" 30' 11" 27' 0" 38' 2" 34' 8" 30' 3" 30' 11" 28' 1" 24' 6" 34' 8" 31' 6" 27' 6" 1200S200-97 50 35' 5" 32' 2" 28' 1" 39' 9" 36' 1" 31' 6" 32' 2" 29' 3" 25' 6" 36' 1" 32' 10" 28' 8" 1200S250-97 50 36' 9" 33' 4" 29' 2" 41' 3" 37' 6" 32' 9" 33' 4" 30' 4" 26' 6" 37' 6" 34' 1" 29' 9" 1200S162-118 50 36' 1" 32' 9" 28' 7" 40' 6" 36' 9" 32' 1" 32' 9" 29' 9" 26' 0" 36' 9" 33' 5" 29' 2" 1200S200-118 50 37' 7" 34' 1" 29' 10" 42' 2" 38' 4" 33' 6" 34' 1" 31' 0" 27' 1" 38' 4" 34' 10" 30' 5" 1200S250-118 50 39' 0" 35' 5" 30' 11" 43' 9" 39' 9" 34' 9" 35' 5" 32' 2" 28' 2" 39' 9" 36' 2" 31' 7" 1200S300-118 50 40' 4" 36' 8" 32' 0" 45' 4" 41' 2" 36' 0" 36' 8" 33' 4" 29' 1" 41' 2" 37' 5" 32' 8" 1200S350-118 50 42' 4" 38' 5" 33' 7" 47' 6" 43' 2" 37' 8" 38' 5" 34' 11" 30' 6" 43' 2" 39' 3" 34' 3" 1400S162-54 50 29' 6"e 25' 6"e 20' 10"e 29' 6"e 24' 7"e 18' 7"e 28' 6"e 25' 6"e 20' 10"e 29' 6"e 24' 7"e 18' 7"e 1400S200-54 50 32' 1"e 27' 9"e 22' 8"e 30' 6"e 25' 3"e 19' 0"e 29' 8"e 26' 11"e 22' 8"e 30' 6"e 25' 3"e 19' 0"e 1400S250-54 50 33' 4"e 28' 10"e 23' 7"e 30' 10"e 25' 7"e 19' 2"e 30' 10"e 27' 11"e 23' 7"e 30' 10"e 25' 7"e 19' 2"e 1400S300-54 50 34' 1"e 29' 7"e 24' 1"e 31' 1"e 25' 9"e 19' 3"e 31' 10"e 28' 9"e 24' 1"e 31' 1"e 25' 9"e 19' 3"e 1400S350-54 50 37' 2"e 33' 3"e 27' 1"e 33' 8"e 27' 7"e 20' 3"e 33' 11"e 30' 10"e 26' 9"e 33' 8"e 27' 7"e 20' 3"e 1400S162-68 50 34' 1" 30' 6" 24' 11" 35' 3" 30' 6" 24' 11" 31' 2" 28' 3" 24' 7" 34' 9" 30' 6" 24' 11" 1400S200-68 50 35' 6" 32' 2" 26' 11" 38' 1" 33' 0" 26' 10" 32' 5" 29' 4" 25' 7" 36' 2" 32' 9" 26' 10" 1400S250-68 50 36' 10" 33' 4" 27' 11" 39' 6" 34' 2" 27' 0" 33' 7" 30' 6" 26' 6" 37' 6" 34' 0" 27' 0" 1400S300-68 50 38' 1" 34' 5" 28' 7" 40' 6" 34' 7" 27' 3" 34' 8" 31' 6" 27' 5" 38' 9" 34' 7" 27' 3" 1400S350-68 50 40' 3" 36' 7" 31' 11"e 45' 2" 38' 6" 30' 1" 36' 7" 33' 3" 29' 0" 41' 1" 37' 3" 30' 1" 1400S162-97 50 38' 10" 35' 3" 30' 8" 43' 5" 39' 4" 32' 8" 35' 3" 32' 0" 28' 0" 39' 7" 35' 11" 31' 3" 1400S200-97 50 40' 3" 36' 7" 31' 11" 45' 2" 40' 11" 35' 0" 36' 7" 33' 3" 29' 1" 41' 1" 37' 4" 32' 6" 1400S250-97 50 41' 8" 37' 11" 33' 1" 46' 9" 42' 5" 36' 3" 37' 11" 34' 5" 30' 1" 42' 6" 38' 8" 33' 8" 1400S300-97 50 43' 0" 39' 1" 34' 2" 48' 3" 43' 10" 37' 2" 39' 1" 35' 6" 31' 0" 43' 11" 39' 11" 34' 9" 1400S350-97 50 45' 0" 40' 11" 35' 8" 50' 6" 45' 11" 40' 1" 40' 11" 37' 2" 32' 5" 45' 11" 41' 8" 36' 5" 1400S162-118 50 41' 2" 37' 5" 32' 8" 46' 3" 42' 0" 36' 8" 37' 5" 34' 0" 29' 8" 42' 0" 38' 2" 33' 4" 1400S200-118 50 42' 9" 38' 10" 33' 11" 48' 0" 43' 8" 38' 1" 38' 10" 35' 4" 30' 10" 43' 8" 39' 8" 34' 8" 1400S250-118 50 44' 4" 40' 3" 35' 2" 49' 9" 45' 2" 39' 6" 40' 3" 36' 7" 31' 11" 45' 2" 41' 1" 35' 10" 1400S300-118 50 45' 9" 41' 7" 36' 4" 51' 4" 46' 8" 40' 9" 41' 7" 37' 9" 33' 0" 46' 8" 42' 5" 37' 0" 1400S350-118 50 47' 10" 43' 6" 38' 0" 53' 9" 48' 10" 42' 8" 43' 6" 39' 6" 34' 6" 48' 10" 44' 4" 38' 9" 1600S162-68 50 36' 11"e 32' 0"e 26' 1"e 36' 11"e 32' 0"e 26' 1"e 34' 7"e 31' 4"e 26' 1"e 36' 11"e 32' 0"e 26' 1"e 1600S200-68 50 39' 4"e 34' 8"e 28' 4"e 40' 1"e 34' 8"e 27' 5"e 35' 11"e 32' 7"e 28' 4"e 40' 0"e 34' 8"e 27' 5"e 1600S250-68 50 40' 9"e 36' 2"e 29' 6"e 41' 9"e 35' 5"e 27' 7"e 37' 2"e 33' 9"e 29' 4"e 41' 6"e 35' 5"e 27' 7"e 1600S300-68 50 42' 0"e 37' 2"e 30' 4"e 42' 5"e 35' 10"e 27' 10"e 38' 5"e 34' 10"e 30' 3"e 42' 5"e 35' 10"e 27' 10"e 1600S350-68 50 44' 0"e 39' 11"e 34' 0"e 46' 3"e 38' 10"e 29' 10"e 40' 2"e 36' 5"e 31' 9"e 44' 11"e 38' 10"e 29' 10"e 1600S162-97 50 43' 4" 39' 3" 34' 2" 48' 4" 42' 3" 34' 6" 39' 7" 35' 11" 31' 3" 44' 2" 40' 0" 34' 6" 1600S200-97 50 44' 11" 40' 9" 35' 6" 50' 2" 45' 5" 37' 1" 41' 0" 37' 2" 32' 5" 45' 10" 41' 6" 36' 2" 1600S250-97 50 46' 6" 42' 2" 36' 8" 51' 11" 47' 1" 38' 7" 42' 4" 38' 5" 33' 6" 47' 4" 42' 11" 37' 5" 1600S300-97 50 47' 11" 43' 5" 37' 10" 53' 7" 48' 6" 39' 7" 43' 7" 39' 7" 34' 6" 48' 10" 44' 3" 38' 7" 1600S350-97 50 50' 0" 45' 5" 39' 7" 56' 0" 50' 9" 43' 10" 45' 6" 41' 4" 36' 1" 51' 0" 46' 3" 40' 4" 1600S162-118 50 46' 3" 42' 1" 36' 9" 51' 11" 47' 2" 40' 2" 42' 1" 38' 2" 33' 4" 47' 2" 42' 11" 37' 6" 1600S200-118 50 47' 11" 43' 7" 38' 1" 53' 10" 48' 10" 42' 7" 43' 7" 39' 7" 34' 7" 48' 11" 44' 5" 38' 10" 1600S250-118 50 49' 6" 45' 0" 39' 4" 55' 7" 50' 6" 44' 0" 45' 0" 40' 11" 35' 9" 50' 6" 45' 11" 40' 1" 1600S300-118 50 51' 0" 46' 4" 40' 6" 57' 4" 52' 1" 45' 5" 46' 4" 42' 2" 36' 10" 52' 1" 47' 4" 41' 4" 1600S350-118 50 53' 4" 48' 5" 42' 4" 59' 10" 54' 4" 47' 5" 48' 5" 44' 0" 38' 5" 54' 4" 49' 5" 43' 2" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 47Complies With 2009, 2012 and 2015 IBC 10 psf Dead Load and 40 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 11' 3"e 9' 9"e 7' 11"e 11' 3" 9' 6" 7' 4"e 11' 3"e 9' 9"e 7' 11"e 11' 3" 9' 6" 7' 4"e 600S200-33 33 12' 0"e 10' 4"e 8' 6"e 11' 7" 9' 9"e 7' 6"e 11' 11"e 10' 4"e 8' 6"e 11' 7" 9' 9"e 7' 6"e 600S162-43 33 13' 8" 12' 0"e 9' 10"e 13' 11" 12' 0" 9' 10" 12' 5" 11' 3" 9' 10"e 13' 11" 12' 0" 9' 10" 600S200-43 33 14' 4" 12' 5"e 10' 2"e 14' 4" 12' 5" 10' 0" 13' 0" 11' 10" 10' 2"e 14' 4" 12' 5" 10' 0" 600S250-43 33 14' 8" 12' 9"e 10' 5"e 14' 8" 12' 9" 10' 2" 13' 7" 12' 4"e 10' 5"e 14' 8" 12' 9" 10' 2" 600S162-54 50 14' 7" 13' 3" 11' 7" 16' 5" 14' 11" 13' 0" 13' 3" 12' 1" 10' 7" 14' 11" 13' 7" 11' 10" 600S200-54 50 15' 4" 14' 0" 12' 2" 17' 3" 15' 8" 13' 6" 14' 0" 12' 8" 11' 1" 15' 8" 14' 3" 12' 5" 600S250-54 50 16' 1" 14' 8" 12' 9" 18' 1" 16' 5" 13' 10" 14' 8" 13' 3" 11' 7" 16' 5" 14' 11" 13' 0" 600S162-68 50 15' 8" 14' 3" 12' 5" 17' 7" 16' 0" 14' 0" 14' 3" 12' 11" 11' 4" 16' 0" 14' 6" 12' 8" 600S200-68 50 16' 6" 15' 0" 13' 1" 18' 6" 16' 10" 14' 8" 15' 0" 13' 7" 11' 11" 16' 10" 15' 3" 13' 4" 600S250-68 50 17' 3" 15' 8" 13' 9" 19' 5" 17' 8" 15' 5" 15' 8" 14' 3" 12' 6" 17' 8" 16' 0" 14' 0" 600S162-97 50 17' 4" 15' 9" 13' 9" 19' 6" 17' 9" 15' 6" 15' 9" 14' 4" 12' 6" 17' 9" 16' 1" 14' 1" 600S200-97 50 18' 4" 16' 8" 14' 6" 20' 7" 18' 8" 16' 4" 16' 8" 15' 1" 13' 2" 18' 8" 17' 0" 14' 10" 600S250-97 50 19' 3" 17' 6" 15' 3" 21' 7" 19' 7" 17' 2" 17' 6" 15' 10" 13' 10" 19' 7" 17' 10" 15' 7" 600S162-118 50 18' 4" 16' 8" 14' 7" 20' 7" 18' 9" 16' 4" 16' 8" 15' 2" 13' 3" 18' 9" 17' 0" 14' 10" 600S200-118 50 19' 4" 17' 7" 15' 4" 21' 9" 19' 9" 17' 3" 17' 7" 16' 0" 14' 0" 19' 9" 17' 11" 15' 8" 600S250-118 50 20' 4" 18' 6" 16' 2" 22' 10" 20' 9" 18' 2" 18' 6" 16' 10" 14' 8" 20' 9" 18' 10" 16' 6" 800S162-33 33 13' 0"e 11' 3"e 9' 2"e 11' 3"e 9' 2"e 6' 8"e 13' 0"e 11' 3"e 9' 2"e 11' 3"e 9' 2"e 6' 8"e 800S200-33 33 13' 11"e 12' 1"e 9' 6"e 11' 8"e 9' 6"e 6' 10"e 13' 11"e 12' 1"e 9' 6"e 11' 8"e 9' 6"e 6' 10"e 800S162-43 33 15' 8"e 13' 6"e 11' 1"e 15' 5" 13' 1" 10' 4"e 15' 6"e 13' 6"e 11' 1"e 15' 5" 13' 1" 10' 4"e 800S200-43 33 16' 9"e 14' 6"e 11' 10"e 16' 9" 14' 6" 11' 3"e 16' 4"e 14' 6"e 11' 10"e 16' 9" 14' 6" 11' 3"e 800S250-43 33 17' 2"e 14' 10"e 12' 2"e 17' 2" 14' 7" 11' 4"e 17' 0"e 14' 10"e 12' 2"e 17' 2" 14' 7" 11' 4"e 800S162-54 50 18' 5" 16' 8" 14' 7" 20' 7" 18' 1" 14' 9" 16' 9" 15' 3" 13' 3" 18' 9" 17' 0" 14' 9" 800S200-54 50 19' 4" 17' 6" 15' 4" 21' 8" 19' 4" 15' 9" 17' 6" 15' 11" 13' 11" 19' 8" 17' 11" 15' 7" 800S250-54 50 20' 2" 18' 3" 16' 0" 22' 7" 19' 9" 16' 2" 18' 3" 16' 7" 14' 6" 20' 6" 18' 8" 16' 2" 800S162-68 50 19' 9" 18' 0" 15' 8" 22' 3" 20' 2" 17' 4" 18' 0" 16' 4" 14' 3" 20' 2" 18' 4" 16' 0" 800S200-68 50 20' 9" 18' 10" 16' 5" 23' 3" 21' 2" 18' 6" 18' 10" 17' 1" 14' 11" 21' 2" 19' 2" 16' 9" 800S250-68 50 21' 8" 19' 8" 17' 2" 24' 3" 22' 1" 18' 11" 19' 8" 17' 10" 15' 7" 22' 1" 20' 1" 17' 6" 800S162-97 50 22' 0" 20' 0" 17' 5" 24' 8" 22' 5" 19' 7" 20' 0" 18' 2" 15' 10" 22' 5" 20' 4" 17' 10" 800S200-97 50 23' 1" 20' 11" 18' 4" 25' 11" 23' 6" 20' 6" 20' 11" 19' 0" 16' 7" 23' 6" 21' 4" 18' 8" 800S250-97 50 24' 1" 21' 11" 19' 1" 27' 1" 24' 7" 21' 6" 21' 11" 19' 11" 17' 4" 24' 7" 22' 4" 19' 6" 800S162-118 50 23' 3" 21' 1" 18' 5" 26' 1" 23' 9" 20' 9" 21' 1" 19' 2" 16' 9" 23' 9" 21' 7" 18' 10" 800S200-118 50 24' 5" 22' 2" 19' 5" 27' 5" 24' 11" 21' 9" 22' 2" 20' 2" 17' 7" 24' 11" 22' 8" 19' 9" 800S250-118 50 25' 6" 23' 2" 20' 3" 28' 8" 26' 1" 22' 9" 23' 2" 21' 1" 18' 5" 26' 1" 23' 8" 20' 8" 1000S162-43 33 17' 4"e 15' 0"e 12' 3"e 16' 5"e 13' 8"e 10' 5"e 17' 4"e 15' 0"e 12' 3"e 16' 5"e 13' 8"e 10' 5"e 1000S200-43 33 18' 8"e 16' 2"e 13' 2"e 17' 3"e 14' 3"e 10' 9"e 18' 8"e 16' 2"e 13' 2"e 17' 3"e 14' 3"e 10' 9"e 1000S250-43 33 19' 3"e 16' 8"e 13' 7"e 17' 10"e 14' 9"e 11' 0"e 19' 3"e 16' 8"e 13' 7"e 17' 10"e 14' 9"e 11' 0"e 1000S162-54 50 21' 11" 19' 10" 16' 5" 23' 2" 20' 1" 15' 10" 20' 0" 18' 1" 15' 9" 22' 4" 20' 1" 15' 10" 1000S200-54 50 22' 10" 20' 9" 17' 8"e 24' 7" 20' 10" 16' 4" 20' 10" 18' 11" 16' 6" 23' 4" 20' 10" 16' 4" 1000S250-54 50 24' 0" 21' 10" 18' 1"e 25' 7" 21' 9" 17' 0" 21' 10" 19' 10" 17' 4"e 24' 6" 21' 9" 17' 0" 1000S162-68 50 23' 9" 21' 7" 18' 9" 26' 7" 23' 9" 19' 5" 21' 7" 19' 8" 17' 2" 24' 3" 22' 0" 19' 2" 1000S200-68 50 24' 10" 22' 6" 19' 8" 27' 9" 25' 2" 20' 9" 22' 7" 20' 6" 17' 11" 25' 4" 22' 11" 20' 0" 1000S250-68 50 25' 10" 23' 5" 20' 6" 29' 0" 26' 1" 21' 4" 23' 5" 21' 4" 18' 7" 26' 4" 23' 11" 20' 11" 1000S162-97 50 26' 6" 24' 1" 21' 0" 29' 9" 27' 0" 23' 7" 24' 1" 21' 10" 19' 1" 27' 0" 24' 6" 21' 5" 1000S200-97 50 27' 8" 25' 1" 21' 11" 31' 0" 28' 2" 24' 8" 25' 1" 22' 10" 19' 11" 28' 2" 25' 7" 22' 5" 1000S250-97 50 28' 9" 26' 2" 22' 10" 32' 4" 29' 4" 25' 8" 26' 2" 23' 9" 20' 9" 29' 4" 26' 8" 23' 4" 1000S162-118 50 28' 0" 25' 6" 22' 3" 31' 6" 28' 7" 25' 0" 25' 6" 23' 2" 20' 3" 28' 7" 26' 0" 22' 8" 1000S200-118 50 29' 4" 26' 8" 23' 3" 32' 11" 29' 11" 26' 1" 26' 8" 24' 2" 21' 2" 29' 11" 27' 2" 23' 9" 1000S250-118 50 30' 7" 27' 9" 24' 3" 34' 4" 31' 2" 27' 3" 27' 9" 25' 3" 22' 0" 31' 2" 28' 4" 24' 9" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com48 Copyright © 2015 by the SSMA 10 psf Dead Load and 40 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 25' 0"e 21' 7"e 17' 8"e 25' 0"e 21' 0"e 16' 2"e 23' 0"e 20' 10"e 17' 8"e 25' 0"e 21' 0"e 16' 2"e 1200S200-54 50 26' 3"e 23' 5"e 19' 1"e 25' 11"e 21' 8"e 16' 6"e 24' 0"e 21' 9"e 18' 11"e 25' 11"e 21' 8"e 16' 6"e 1200S250-54 50 27' 4"e 24' 2"e 19' 9"e 26' 3"e 21' 11"e 16' 9"e 24' 11"e 22' 7"e 19' 8"e 26' 3"e 21' 11"e 16' 9"e 1200S162-68 50 27' 5" 24' 11" 21' 0" 29' 8" 25' 9" 21' 0" 25' 1" 22' 9" 19' 9" 28' 0" 25' 4" 21' 0" 1200S200-68 50 28' 7" 25' 11" 22' 7" 31' 11" 27' 8" 22' 7" 26' 1" 23' 8" 20' 7" 29' 2" 26' 5" 22' 7" 1200S250-68 50 29' 9" 26' 11" 23' 4" 33' 0" 28' 6" 22' 8" 27' 1" 24' 7" 21' 5" 30' 4" 27' 6" 22' 8" 1200S162-97 50 30' 11" 28' 1" 24' 6" 34' 8" 31' 6" 27' 3" 28' 1" 25' 6" 22' 3" 31' 6" 28' 8" 25' 0" 1200S200-97 50 32' 2" 29' 3" 25' 6" 36' 1" 32' 10" 28' 8" 29' 3" 26' 6" 23' 2" 32' 10" 29' 10" 26' 0" 1200S250-97 50 33' 4" 30' 4" 26' 6" 37' 6" 34' 1" 29' 9" 30' 4" 27' 7" 24' 1" 34' 1" 30' 11" 27' 0" 1200S162-118 50 32' 9" 29' 9" 26' 0" 36' 9" 33' 5" 29' 2" 29' 9" 27' 0" 23' 7" 33' 5" 30' 4" 26' 6" 1200S200-118 50 34' 1" 31' 0" 27' 1" 38' 4" 34' 10" 30' 5" 31' 0" 28' 2" 24' 7" 34' 10" 31' 7" 27' 7" 1200S250-118 50 35' 5" 32' 2" 28' 2" 39' 9" 36' 2" 31' 7" 32' 2" 29' 3" 25' 7" 36' 2" 32' 10" 28' 8" 1200S300-118 50 36' 8" 33' 4" 29' 1" 41' 2" 37' 5" 32' 8" 33' 4" 30' 3" 26' 5" 37' 5" 34' 0" 29' 8" 1200S350-118 50 38' 5" 34' 11" 30' 6" 43' 2" 39' 3" 34' 3" 34' 11" 31' 9" 27' 9" 39' 3" 35' 8" 31' 1" 1400S162-54 50 26' 4"e 22' 10"e 18' 8"e 25' 8"e 21' 2"e 15' 9"e 25' 10"e 22' 10"e 18' 8"e 25' 8"e 21' 2"e 15' 9"e 1400S200-54 50 28' 8"e 24' 10"e 20' 3"e 26' 4"e 21' 8"e 16' 0"e 26' 11"e 24' 5"e 20' 3"e 26' 4"e 21' 8"e 16' 0"e 1400S250-54 50 29' 10"e 25' 10"e 21' 1"e 26' 8"e 21' 10"e 16' 2"e 28' 0"e 25' 4"e 21' 1"e 26' 8"e 21' 10"e 16' 2"e 1400S300-54 50 30' 6"e 26' 5"e 21' 7"e 26' 10"e 22' 0"e 16' 2"e 28' 10"e 26' 1"e 21' 7"e 26' 10"e 22' 0"e 16' 2"e 1400S350-54 50 33' 8"e 29' 8"e 23' 6"e 28' 10"e 23' 4"e 16' 11"e 30' 10"e 28' 0"e 23' 6"e 28' 10"e 23' 4"e 16' 11"e 1400S162-68 50 30' 11" 27' 4" 22' 4" 31' 6" 27' 4" 22' 4" 28' 3" 25' 8" 22' 3" 31' 6" 27' 4" 22' 4" 1400S200-68 50 32' 3" 29' 2" 24' 1"e 34' 1" 29' 6" 23' 5" 29' 5" 26' 8" 23' 2" 32' 10" 29' 6" 23' 5" 1400S250-68 50 33' 5" 30' 4" 25' 0"e 35' 4" 30' 0" 23' 7" 30' 6" 27' 8" 24' 1"e 34' 1" 30' 0" 23' 7" 1400S300-68 50 34' 6" 31' 2" 25' 7"e 35' 10" 30' 5" 23' 10" 31' 6" 28' 7" 24' 10"e 35' 2" 30' 5" 23' 10" 1400S350-68 50 36' 7" 33' 3" 28' 7"e 39' 11" 33' 8" 26' 1" 33' 3" 30' 2" 26' 4"e 37' 3" 33' 8" 26' 1" 1400S162-97 50 35' 3" 32' 0" 27' 10" 39' 5" 35' 9" 29' 2" 32' 0" 29' 1" 25' 5" 36' 0" 32' 7" 28' 5" 1400S200-97 50 36' 7" 33' 3" 29' 0" 41' 0" 37' 2" 31' 4" 33' 3" 30' 2" 26' 5" 37' 4" 33' 11" 29' 6" 1400S250-97 50 37' 11" 34' 5" 30' 0" 42' 5" 38' 6" 32' 5" 34' 5" 31' 3" 27' 4" 38' 8" 35' 1" 30' 7" 1400S300-97 50 39' 1" 35' 6" 31' 0" 43' 10" 39' 9" 33' 3" 35' 6" 32' 3" 28' 2" 39' 11" 36' 3" 31' 7" 1400S350-97 50 40' 11" 37' 2" 32' 5" 45' 11" 41' 8" 36' 5" 37' 2" 33' 9" 29' 6" 41' 8" 37' 11" 33' 1" 1400S162-118 50 37' 5" 34' 0" 29' 8" 42' 0" 38' 2" 33' 4" 34' 0" 30' 11" 27' 0" 38' 2" 34' 8" 30' 3" 1400S200-118 50 38' 10" 35' 4" 30' 10" 43' 8" 39' 8" 34' 8" 35' 4" 32' 1" 28' 0" 39' 8" 36' 0" 31' 6" 1400S250-118 50 40' 3" 36' 7" 31' 11" 45' 2" 41' 1" 35' 10" 36' 7" 33' 3" 29' 0" 41' 1" 37' 4" 32' 7" 1400S300-118 50 41' 7" 37' 9" 33' 0" 46' 8" 42' 5" 37' 0" 37' 9" 34' 4" 30' 0" 42' 5" 38' 6" 33' 8" 1400S350-118 50 43' 6" 39' 6" 34' 6" 48' 10" 44' 4" 38' 9" 39' 6" 35' 11" 31' 4" 44' 4" 40' 4" 35' 2" 1600S162-68 50 33' 0"e 28' 7"e 23' 4"e 33' 0"e 28' 7"e 22' 10"e 31' 5"e 28' 5"e 23' 4"e 33' 0"e 28' 7"e 22' 10"e 1600S200-68 50 35' 8"e 31' 0"e 25' 4"e 35' 10"e 30' 10"e 23' 8"e 32' 7"e 29' 6"e 25' 4"e 35' 10"e 30' 10"e 23' 8"e 1600S250-68 50 37' 0"e 32' 4"e 26' 5"e 36' 10"e 30' 11"e 23' 9"e 33' 9"e 30' 7"e 26' 5"e 36' 10"e 30' 11"e 23' 9"e 1600S300-68 50 38' 1"e 33' 3"e 27' 2"e 37' 3"e 31' 3"e 24' 0"e 34' 10"e 31' 7"e 27' 2"e 37' 3"e 31' 3"e 24' 0"e 1600S350-68 50 40' 0"e 36' 3"e 30' 5"e 40' 5"e 33' 8"e 25' 7"e 36' 6"e 33' 1"e 28' 10"e 40' 5"e 33' 8"e 25' 7"e 1600S162-97 50 39' 4" 35' 8" 30' 10" 43' 8" 37' 9" 30' 10" 35' 11" 32' 7" 28' 4" 40' 1" 36' 4" 30' 10" 1600S200-97 50 40' 10" 37' 0" 32' 2" 45' 7" 40' 7" 33' 2" 37' 3" 33' 9" 29' 5" 41' 7" 37' 8" 32' 10" 1600S250-97 50 42' 2" 38' 3" 33' 4" 47' 2" 42' 3" 34' 6" 38' 6" 34' 11" 30' 5" 43' 0" 39' 0" 34' 0" 1600S300-97 50 43' 6" 39' 5" 34' 4" 48' 7" 43' 5" 35' 5" 39' 7" 36' 0" 31' 4" 44' 4" 40' 3" 35' 0" 1600S350-97 50 45' 5" 41' 3" 35' 11" 50' 10" 46' 1" 39' 1" 41' 4" 37' 7" 32' 9" 46' 4" 42' 0" 36' 8" 1600S162-118 50 42' 1" 38' 2" 33' 4" 47' 2" 42' 10" 35' 11" 38' 2" 34' 8" 30' 4" 42' 11" 39' 0" 34' 0" 1600S200-118 50 43' 7" 39' 7" 34' 7" 48' 11" 44' 4" 38' 6" 39' 7" 35' 11" 31' 5" 44' 5" 40' 4" 35' 3" 1600S250-118 50 45' 0" 40' 11" 35' 9" 50' 6" 45' 11" 40' 0" 40' 11" 37' 2" 32' 5" 45' 11" 41' 9" 36' 5" 1600S300-118 50 46' 4" 42' 2" 36' 10" 52' 1" 47' 4" 41' 1" 42' 2" 38' 3" 33' 5" 47' 4" 43' 0" 37' 7" 1600S350-118 50 48' 5" 44' 0" 38' 5" 54' 4" 49' 5" 43' 1" 44' 0" 40' 0" 34' 11" 49' 5" 44' 11" 39' 2" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 49Complies With 2009, 2012 and 2015 IBC 10 psf Dead Load and 50 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 10' 3"e 8' 11"e 7' 3"e 10' 1" 8' 5"e 6' 5"e 10' 3"e 8' 11"e 7' 3"e 10' 1" 8' 5"e 6' 5"e 600S200-33 33 10' 11"e 9' 6"e 7' 9"e 10' 5" 8' 8"e 6' 7"e 10' 11"e 9' 6"e 7' 9"e 10' 5" 8' 8"e 6' 7"e 600S162-43 33 12' 8" 11' 0"e 9' 0"e 12' 8" 11' 0" 8' 10" 11' 6" 10' 5"e 9' 0"e 12' 8" 11' 0" 8' 10" 600S200-43 33 13' 1" 11' 4"e 9' 3"e 13' 1" 11' 4" 9' 0"e 12' 1" 11' 0"e 9' 3"e 13' 1" 11' 4" 9' 0"e 600S250-43 33 13' 5"e 11' 7"e 9' 6"e 13' 5" 11' 7" 9' 2"e 12' 8" 11' 6"e 9' 6"e 13' 5" 11' 7" 9' 2"e 600S162-54 50 13' 7" 12' 4" 10' 9" 15' 3" 13' 10" 12' 0" 12' 4" 11' 2" 9' 9" 13' 10" 12' 7" 11' 0" 600S200-54 50 14' 3" 13' 0" 11' 4" 16' 0" 14' 7" 12' 2" 13' 0" 11' 9" 10' 3" 14' 7" 13' 3" 11' 7" 600S250-54 50 14' 11" 13' 7" 11' 10" 16' 9" 15' 3" 12' 6" 13' 7" 12' 4" 10' 9" 15' 3" 13' 10" 12' 1" 600S162-68 50 14' 7" 13' 3" 11' 7" 16' 4" 14' 10" 13' 0" 13' 3" 12' 0" 10' 6" 14' 10" 13' 6" 11' 9" 600S200-68 50 15' 4" 13' 11" 12' 2" 17' 2" 15' 7" 13' 8" 13' 11" 12' 8" 11' 0" 15' 7" 14' 2" 12' 5" 600S250-68 50 16' 1" 14' 7" 12' 9" 18' 0" 16' 4" 14' 4" 14' 7" 13' 3" 11' 7" 16' 4" 14' 10" 13' 0" 600S162-97 50 16' 2" 14' 8" 12' 10" 18' 1" 16' 5" 14' 4" 14' 8" 13' 4" 11' 8" 16' 5" 14' 11" 13' 1" 600S200-97 50 17' 0" 15' 5" 13' 6" 19' 1" 17' 4" 15' 2" 15' 5" 14' 0" 12' 3" 17' 4" 15' 9" 13' 9" 600S250-97 50 17' 10" 16' 3" 14' 2" 20' 0" 18' 2" 15' 11" 16' 3" 14' 9" 12' 10" 18' 2" 16' 6" 14' 5" 600S162-118 50 17' 0" 15' 6" 13' 6" 19' 1" 17' 4" 15' 2" 15' 6" 14' 1" 12' 3" 17' 4" 15' 9" 13' 9" 600S200-118 50 18' 0" 16' 4" 14' 3" 20' 2" 18' 4" 16' 0" 16' 4" 14' 10" 13' 0" 18' 4" 16' 8" 14' 7" 600S250-118 50 18' 11" 17' 2" 15' 0" 21' 3" 19' 3" 16' 10" 17' 2" 15' 7" 13' 7" 19' 3" 17' 6" 15' 4" 800S162-33 33 11' 10"e 10' 3"e 7' 11"e 9' 10"e 8' 0"e 5' 9"e 11' 10"e 10' 3"e 7' 11"e 9' 10"e 8' 0"e 5' 9"e 800S200-33 33 12' 8"e 11' 0"e 7' 11"e 10' 3"e 8' 2"e 5' 10"e 12' 8"e 11' 0"e 7' 11"e 10' 3"e 8' 2"e 5' 10"e 800S162-43 33 14' 3"e 12' 4"e 10' 1"e 13' 11" 11' 9" 9' 2"e 14' 3"e 12' 4"e 10' 1"e 13' 11" 11' 9" 9' 2"e 800S200-43 33 15' 3"e 13' 3"e 10' 10"e 15' 3" 12' 11"e 10' 0"e 15' 2"e 13' 3"e 10' 10"e 15' 3" 12' 11"e 10' 0"e 800S250-43 33 15' 8"e 13' 7"e 11' 1"e 15' 6" 13' 0"e 10' 0"e 15' 8"e 13' 7"e 11' 1"e 15' 6" 13' 0"e 10' 0"e 800S162-54 50 17' 1" 15' 6" 13' 6" 19' 1" 16' 6" 13' 5" 15' 7" 14' 1" 12' 4" 17' 5" 15' 10" 13' 5" 800S200-54 50 17' 11" 16' 3" 14' 3" 20' 1" 17' 8" 14' 5" 16' 3" 14' 9" 12' 11" 18' 3" 16' 7" 14' 5" 800S250-54 50 18' 8" 17' 0" 14' 9"e 20' 10" 18' 1" 14' 8" 17' 0" 15' 5" 13' 6" 19' 1" 17' 4" 14' 8" 800S162-68 50 18' 4" 16' 8" 14' 7" 20' 7" 18' 9" 15' 10" 16' 8" 15' 2" 13' 3" 18' 9" 17' 0" 14' 10" 800S200-68 50 19' 3" 17' 6" 15' 3" 21' 7" 19' 7" 17' 2" 17' 6" 15' 11" 13' 10" 19' 7" 17' 10" 15' 7" 800S250-68 50 20' 1" 18' 3" 15' 11" 22' 7" 20' 6" 17' 3" 18' 3" 16' 7" 14' 6" 20' 6" 18' 7" 16' 3" 800S162-97 50 20' 5" 18' 6" 16' 2" 22' 11" 20' 10" 18' 2" 18' 6" 16' 10" 14' 9" 20' 10" 18' 11" 16' 6" 800S200-97 50 21' 5" 19' 5" 17' 0" 24' 0" 21' 10" 19' 1" 19' 5" 17' 8" 15' 5" 21' 10" 19' 10" 17' 4" 800S250-97 50 22' 4" 20' 4" 17' 9" 25' 1" 22' 10" 19' 11" 20' 4" 18' 5" 16' 1" 22' 10" 20' 9" 18' 1" 800S162-118 50 21' 7" 19' 7" 17' 2" 24' 3" 22' 0" 19' 3" 19' 7" 17' 10" 15' 7" 22' 0" 20' 0" 17' 6" 800S200-118 50 22' 8" 20' 7" 18' 0" 25' 5" 23' 1" 20' 2" 20' 7" 18' 8" 16' 4" 23' 1" 21' 0" 18' 4" 800S250-118 50 23' 8" 21' 6" 18' 10" 26' 7" 24' 2" 21' 2" 21' 6" 19' 7" 17' 1" 24' 2" 22' 0" 19' 2" 1000S162-43 33 15' 10"e 13' 8"e 11' 2"e 14' 8"e 12' 2"e 9' 1"e 15' 10"e 13' 8"e 11' 2"e 14' 8"e 12' 2"e 9' 1"e 1000S200-43 33 17' 1"e 14' 9"e 12' 1"e 15' 4"e 12' 7"e 9' 4"e 17' 1"e 14' 9"e 12' 1"e 15' 4"e 12' 7"e 9' 4"e 1000S250-43 33 17' 6"e 15' 2"e 12' 5"e 15' 10"e 13' 0"e 9' 7"e 17' 6"e 15' 2"e 12' 5"e 15' 10"e 13' 0"e 9' 7"e 1000S162-54 50 20' 4" 18' 4" 15' 0"e 21' 2" 18' 2" 14' 2" 18' 6" 16' 10" 14' 7"e 20' 8" 18' 2" 14' 2" 1000S200-54 50 21' 3" 19' 3" 16' 1"e 22' 2" 18' 9" 14' 7" 19' 4" 17' 7" 15' 3"e 21' 8" 18' 9" 14' 7" 1000S250-54 50 22' 4" 20' 3" 16' 6"e 23' 1" 19' 6" 15' 1" 20' 3" 18' 5" 16' 1"e 22' 9" 19' 6" 15' 1" 1000S162-68 50 22' 1" 20' 0" 17' 5" 24' 8" 21' 8" 17' 8" 20' 1" 18' 3" 15' 11" 22' 6" 20' 5" 17' 8" 1000S200-68 50 23' 0" 20' 11" 18' 3" 25' 9" 23' 2" 18' 11" 20' 11" 19' 0" 16' 7" 23' 6" 21' 4" 18' 7" 1000S250-68 50 24' 0" 21' 9" 19' 0" 26' 11" 23' 10" 19' 5" 21' 9" 19' 9" 17' 3" 24' 5" 22' 3" 19' 5" 1000S162-97 50 24' 7" 22' 4" 19' 6" 27' 7" 25' 1" 21' 11" 22' 4" 20' 3" 17' 9" 25' 1" 22' 9" 19' 11" 1000S200-97 50 25' 8" 23' 4" 20' 4" 28' 10" 26' 2" 22' 10" 23' 4" 21' 2" 18' 6" 26' 2" 23' 9" 20' 9" 1000S250-97 50 26' 9" 24' 3" 21' 2" 30' 0" 27' 3" 23' 10" 24' 3" 22' 1" 19' 3" 27' 3" 24' 9" 21' 8" 1000S162-118 50 26' 0" 23' 8" 20' 8" 29' 3" 26' 7" 23' 2" 23' 8" 21' 6" 18' 9" 26' 7" 24' 1" 21' 1" 1000S200-118 50 27' 3" 24' 9" 21' 7" 30' 7" 27' 9" 24' 3" 24' 9" 22' 6" 19' 7" 27' 9" 25' 3" 22' 0" 1000S250-118 50 28' 4" 25' 9" 22' 6" 31' 10" 28' 11" 25' 3" 25' 9" 23' 5" 20' 5" 28' 11" 26' 3" 22' 11" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com50 Copyright © 2015 by the SSMA 10 psf Dead Load and 50 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 22' 10"e 19' 9"e 16' 1"e 22' 5"e 18' 9"e 14' 2"e 21' 4"e 19' 4"e 16' 1"e 22' 5"e 18' 9"e 14' 2"e 1200S200-54 50 24' 4"e 21' 4"e 17' 5"e 23' 2"e 19' 3"e 14' 6"e 22' 3"e 20' 2"e 17' 5"e 23' 2"e 19' 3"e 14' 6"e 1200S250-54 50 25' 4"e 22' 1"e 18' 0"e 23' 5"e 19' 6"e 14' 8"e 23' 1"e 21' 0"e 18' 0"e 23' 5"e 19' 6"e 14' 8"e 1200S162-68 50 25' 6" 23' 1" 19' 2" 27' 1" 23' 6" 19' 2" 23' 3" 21' 1" 18' 4" 25' 11" 23' 6" 19' 2" 1200S200-68 50 26' 6" 24' 1" 20' 7"e 29' 2" 25' 3" 20' 4" 24' 2" 21' 11" 19' 1" 27' 1" 24' 6" 20' 4" 1200S250-68 50 27' 7" 25' 0" 21' 3"e 30' 1" 25' 9" 20' 5" 25' 2" 22' 10" 19' 10" 28' 1" 25' 6" 20' 5" 1200S162-97 50 28' 8" 26' 1" 22' 9" 32' 2" 29' 3" 24' 10" 26' 1" 23' 8" 20' 8" 29' 3" 26' 7" 23' 3" 1200S200-97 50 29' 10" 27' 1" 23' 8" 33' 6" 30' 5" 26' 7" 27' 1" 24' 8" 21' 6" 30' 5" 27' 8" 24' 2" 1200S250-97 50 31' 0" 28' 2" 24' 7" 34' 9" 31' 7" 27' 5" 28' 2" 25' 7" 22' 4" 31' 7" 28' 9" 25' 1" 1200S162-118 50 30' 5" 27' 7" 24' 2" 34' 2" 31' 0" 27' 1" 27' 7" 25' 1" 21' 11" 31' 0" 28' 2" 24' 7" 1200S200-118 50 31' 8" 28' 9" 25' 2" 35' 7" 32' 4" 28' 3" 28' 9" 26' 2" 22' 10" 32' 4" 29' 4" 25' 8" 1200S250-118 50 32' 11" 29' 11" 26' 1" 36' 11" 33' 7" 29' 4" 29' 11" 27' 2" 23' 9" 33' 7" 30' 6" 26' 8" 1200S300-118 50 34' 0" 30' 11" 27' 0" 38' 3" 34' 9" 30' 4" 30' 11" 28' 1" 24' 7" 34' 9" 31' 7" 27' 7" 1200S350-118 50 35' 8" 32' 5" 28' 4" 40' 1" 36' 5" 31' 10" 32' 5" 29' 5" 25' 9" 36' 5" 33' 1" 28' 11" 1400S162-54 50 24' 1"e 20' 10"e 17' 0"e 22' 9"e 18' 7"e 13' 8"e 24' 0"e 20' 10"e 17' 0"e 22' 9"e 18' 7"e 13' 8"e 1400S200-54 50 26' 2"e 22' 8"e 18' 6"e 23' 4"e 19' 0"e 13' 10"e 25' 0"e 22' 8"e 18' 6"e 23' 4"e 19' 0"e 13' 10"e 1400S250-54 50 27' 2"e 23' 7"e 19' 3"e 23' 7"e 19' 2"e 13' 11"e 25' 11"e 23' 6"e 19' 3"e 23' 7"e 19' 2"e 13' 11"e 1400S300-54 50 27' 10"e 24' 1"e 19' 7"e 23' 9"e 19' 3"e 14' 0"e 26' 9"e 24' 1"e 19' 7"e 23' 9"e 19' 3"e 14' 0"e 1400S350-54 50 31' 2"e 27' 1"e 19' 7"e 25' 3"e 20' 3"e 14' 6"e 28' 7"e 25' 11"e 19' 7"e 25' 3"e 20' 3"e 14' 6"e 1400S162-68 50 28' 8" 24' 11" 20' 4"e 28' 9" 24' 11" 20' 1" 26' 3" 23' 9" 20' 4"e 28' 9" 24' 11" 20' 1" 1400S200-68 50 29' 11" 26' 11" 22' 0"e 31' 1" 26' 10" 20' 11" 27' 3" 24' 9" 21' 6"e 30' 5" 26' 10" 20' 11" 1400S250-68 50 31' 0" 27' 11" 22' 10"e 31' 11" 27' 0" 21' 0" 28' 4" 25' 8" 22' 4"e 31' 7" 27' 0" 21' 0" 1400S300-68 50 32' 0" 28' 7" 23' 4"e 32' 4" 27' 3" 21' 3" 29' 3" 26' 6" 23' 0"e 32' 4" 27' 3" 21' 3" 1400S350-68 50 33' 11" 30' 10"e 26' 1"e 35' 11" 30' 1" 23' 1" 30' 10" 28' 0" 24' 6"e 34' 7" 30' 1" 23' 1" 1400S162-97 50 32' 9" 29' 8" 25' 10" 36' 7" 32' 8" 26' 8" 29' 9" 27' 0" 23' 7" 33' 4" 30' 3" 26' 4" 1400S200-97 50 34' 0" 30' 10" 26' 10" 38' 0" 34' 6" 28' 7" 30' 10" 28' 1" 24' 6" 34' 8" 31' 5" 27' 5" 1400S250-97 50 35' 2" 31' 11" 27' 10" 39' 5" 35' 9" 29' 7" 31' 11" 29' 0" 25' 4" 35' 11" 32' 7" 28' 5" 1400S300-97 50 36' 3" 33' 0" 28' 9" 40' 8" 36' 11" 30' 4" 33' 0" 29' 11" 26' 2" 37' 0" 33' 8" 29' 4" 1400S350-97 50 37' 11" 34' 6" 30' 1" 42' 7" 38' 8" 33' 5" 34' 6" 31' 4" 27' 4" 38' 8" 35' 2" 30' 9" 1400S162-118 50 34' 9" 31' 7" 27' 7" 39' 0" 35' 5" 30' 11" 31' 7" 28' 8" 25' 1" 35' 5" 32' 2" 28' 1" 1400S200-118 50 36' 1" 32' 9" 28' 8" 40' 6" 36' 10" 32' 2" 32' 9" 29' 9" 26' 0" 36' 10" 33' 5" 29' 2" 1400S250-118 50 37' 4" 33' 11" 29' 8" 41' 11" 38' 1" 33' 4" 33' 11" 30' 10" 26' 11" 38' 1" 34' 8" 30' 3" 1400S300-118 50 38' 7" 35' 1" 30' 7" 43' 4" 39' 4" 34' 4" 35' 1" 31' 10" 27' 10" 39' 4" 35' 9" 31' 3" 1400S350-118 50 40' 4" 36' 8" 32' 0" 45' 4" 41' 2" 36' 0" 36' 8" 33' 4" 29' 1" 41' 2" 37' 5" 32' 8" 1600S162-68 50 30' 2"e 26' 1"e 21' 4"e 30' 2"e 26' 1"e 20' 3"e 29' 1"e 26' 1"e 21' 4"e 30' 2"e 26' 1"e 20' 3"e 1600S200-68 50 32' 8"e 28' 4"e 23' 2"e 32' 8"e 27' 5"e 20' 11"e 30' 3"e 27' 5"e 23' 2"e 32' 8"e 27' 5"e 20' 11"e 1600S250-68 50 34' 1"e 29' 6"e 24' 1"e 33' 0"e 27' 7"e 21' 0"e 31' 4"e 28' 5"e 24' 1"e 33' 0"e 27' 7"e 21' 0"e 1600S300-68 50 35' 1"e 30' 4"e 24' 9"e 33' 4"e 27' 10"e 21' 2"e 32' 4"e 29' 4"e 24' 9"e 33' 4"e 27' 10"e 21' 2"e 1600S350-68 50 37' 1"e 33' 8"e 27' 9"e 36' 1"e 29' 10"e 22' 5"e 33' 10"e 30' 8"e 26' 9"e 36' 1"e 29' 10"e 22' 5"e 1600S162-97 50 36' 6" 33' 1" 28' 2" 39' 10" 34' 6" 28' 2" 33' 4" 30' 3" 26' 4" 37' 2" 33' 8" 28' 2" 1600S200-97 50 37' 10" 34' 4" 29' 10" 42' 3" 37' 1" 30' 3" 34' 6" 31' 4" 27' 3" 38' 7" 35' 0" 30' 3" 1600S250-97 50 39' 2" 35' 6" 30' 11" 43' 9" 38' 7" 31' 6" 35' 8" 32' 5" 28' 2" 39' 11" 36' 2" 31' 6" 1600S300-97 50 40' 4" 36' 7" 31' 11" 45' 1" 39' 7" 32' 4" 36' 9" 33' 4" 29' 1" 41' 2" 37' 4" 32' 4" 1600S350-97 50 42' 2" 38' 3" 33' 4" 47' 2" 42' 9" 35' 5" 38' 5" 34' 10" 30' 5" 43' 0" 39' 0" 34' 0" 1600S162-118 50 39' 0" 35' 6" 30' 11" 43' 9" 39' 8" 32' 10" 35' 6" 32' 3" 28' 2" 39' 10" 36' 2" 31' 7" 1600S200-118 50 40' 5" 36' 9" 32' 1" 45' 5" 41' 2" 35' 1" 36' 9" 33' 4" 29' 2" 41' 3" 37' 6" 32' 9" 1600S250-118 50 41' 9" 37' 11" 33' 2" 46' 11" 42' 7" 36' 6" 37' 11" 34' 6" 30' 2" 42' 7" 38' 9" 33' 10" 1600S300-118 50 43' 1" 39' 1" 34' 2" 48' 4" 43' 11" 37' 6" 39' 1" 35' 6" 31' 0" 43' 11" 39' 11" 34' 10" 1600S350-118 50 44' 11" 40' 10" 35' 8" 50' 6" 45' 10" 40' 0" 40' 10" 37' 1" 32' 5" 45' 10" 41' 8" 36' 5" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 51Complies With 2009, 2012 and 2015 IBC 15 psf Dead Load and 125 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 6' 9"e 5' 10"e 4' 7"e 5' 9"e 4' 8"e 3' 4"e 6' 9"e 5' 10"e 4' 7"e 5' 9"e 4' 8"e 3' 4"e 600S200-33 33 7' 2"e 6' 2"e 4' 7"e 5' 11"e 4' 9"e 3' 4"e 7' 2"e 6' 2"e 4' 7"e 5' 11"e 4' 9"e 3' 4"e 600S162-43 33 8' 4"e 7' 2"e 5' 10"e 8' 1"e 6' 9"e 5' 2"e 8' 4"e 7' 2"e 5' 10"e 8' 1"e 6' 9"e 5' 2"e 600S200-43 33 8' 7"e 7' 5"e 6' 1"e 8' 2"e 6' 10"e 5' 3"e 8' 7"e 7' 5"e 6' 1"e 8' 2"e 6' 10"e 5' 3"e 600S250-43 33 8' 9"e 7' 7"e 6' 3"e 8' 4"e 7' 0"e 5' 4"e 8' 9"e 7' 7"e 6' 3"e 8' 4"e 7' 0"e 5' 4"e 600S162-54 50 10' 0" 9' 1" 7' 10"e 11' 1" 9' 5" 7' 4" 9' 1" 8' 3" 7' 3"e 10' 2" 9' 3" 7' 4" 600S200-54 50 10' 6" 9' 7" 8' 1"e 11' 2" 9' 5" 7' 4" 9' 7" 8' 8" 7' 7"e 10' 9" 9' 5" 7' 4" 600S250-54 50 11' 0" 10' 0"e 8' 3"e 11' 5" 9' 8" 7' 6" 10' 0" 9' 1" 7' 11"e 11' 3" 9' 8" 7' 6" 600S162-68 50 10' 9" 9' 9" 8' 6" 12' 0" 10' 11" 8' 11" 9' 9" 8' 10" 7' 9" 10' 11" 9' 11" 8' 8" 600S200-68 50 11' 3" 10' 3" 8' 11" 12' 8" 11' 6" 9' 3" 10' 3" 9' 4" 8' 2" 11' 6" 10' 5" 9' 2" 600S250-68 50 11' 10" 10' 9" 9' 5" 13' 3" 11' 5" 9' 1" 10' 9" 9' 9" 8' 6" 12' 1" 10' 11" 9' 1" 600S162-97 50 11' 11" 10' 10" 9' 5" 13' 4" 12' 1" 10' 7" 10' 10" 9' 10" 8' 7" 12' 1" 11' 0" 9' 7" 600S200-97 50 12' 6" 11' 4" 9' 11" 14' 1" 12' 9" 11' 2" 11' 4" 10' 4" 9' 0" 12' 9" 11' 7" 10' 2" 600S250-97 50 13' 2" 11' 11" 10' 5" 14' 9" 13' 5" 11' 9" 11' 11" 10' 10" 9' 6" 13' 5" 12' 2" 10' 8" 600S162-118 50 12' 7" 11' 5" 10' 0" 14' 1" 12' 10" 11' 2" 11' 5" 10' 4" 9' 1" 12' 10" 11' 8" 10' 2" 600S200-118 50 13' 3" 12' 0" 10' 6" 14' 10" 13' 6" 11' 10" 12' 0" 10' 11" 9' 7" 13' 6" 12' 3" 10' 9" 600S250-118 50 13' 11" 12' 8" 11' 1" 15' 8" 14' 2" 12' 5" 12' 8" 11' 6" 10' 0" 14' 2" 12' 11" 11' 3" 800S162-33 33 6' 9"e 5' 1"e 3' 5"e 5' 0"e 3' 11"e 2' 8"e 6' 9"e 5' 1"e 3' 5"e 5' 0"e 3' 11"e 2' 8"e 800S200-33 33 6' 9"e 5' 1"e 3' 5"e 5' 1"e 3' 11"e 2' 8"e 6' 9"e 5' 1"e 3' 5"e 5' 1"e 3' 11"e 2' 8"e 800S162-43 33 9' 4"e 8' 1"e 6' 7"e 8' 4"e 6' 10"e 5' 1"e 9' 4"e 8' 1"e 6' 7"e 8' 4"e 6' 10"e 5' 1"e 800S200-43 33 10' 0"e 8' 8"e 7' 1"e 9' 0"e 7' 4"e 5' 4"e 10' 0"e 8' 8"e 7' 1"e 9' 0"e 7' 4"e 5' 4"e 800S250-43 33 10' 3"e 8' 11"e 7' 3"e 9' 0"e 7' 4"e 5' 4"e 10' 3"e 8' 11"e 7' 3"e 9' 0"e 7' 4"e 5' 4"e 800S162-54 50 12' 6"e 10' 10"e 8' 10"e 12' 3" 10' 4" 8' 1" 11' 5" 10' 4"e 8' 10"e 12' 3" 10' 4" 8' 1" 800S200-54 50 13' 2"e 11' 7"e 9' 5"e 13' 4" 11' 2" 8' 7"e 12' 0" 10' 11"e 9' 5"e 13' 4" 11' 2" 8' 7"e 800S250-54 50 13' 8"e 11' 10"e 9' 8"e 13' 5" 11' 3" 8' 8"e 12' 6"e 11' 4"e 9' 8"e 13' 5" 11' 3" 8' 8"e 800S162-68 50 13' 6" 12' 4" 10' 4"e 14' 8" 12' 8" 10' 1" 12' 4" 11' 2" 9' 9"e 13' 10" 12' 7" 10' 1" 800S200-68 50 14' 2" 12' 11" 11' 3"e 15' 11" 14' 0" 11' 3" 12' 11" 11' 8" 10' 3"e 14' 5" 13' 2" 11' 3" 800S250-68 50 14' 10" 13' 5" 11' 4"e 16' 0" 13' 10" 11' 0" 13' 5" 12' 3" 10' 8"e 15' 1" 13' 9" 11' 0" 800S162-97 50 15' 0" 13' 8" 11' 11" 16' 11" 15' 4" 12' 8" 13' 8" 12' 5" 10' 10" 15' 4" 13' 11" 12' 2" 800S200-97 50 15' 9" 14' 4" 12' 6" 17' 8" 16' 1" 14' 1" 14' 4" 13' 0" 11' 4" 16' 1" 14' 7" 12' 9" 800S250-97 50 16' 6" 15' 0" 13' 1" 18' 6" 16' 10" 14' 8" 15' 0" 13' 7" 11' 11" 16' 10" 15' 3" 13' 4" 800S162-118 50 15' 11" 14' 5" 12' 7" 17' 10" 16' 3" 14' 2" 14' 5" 13' 2" 11' 6" 16' 3" 14' 9" 12' 11" 800S200-118 50 16' 8" 15' 2" 13' 3" 18' 9" 17' 0" 14' 11" 15' 2" 13' 9" 12' 0" 17' 0" 15' 6" 13' 6" 800S250-118 50 17' 6" 15' 10" 13' 10" 19' 7" 17' 10" 15' 7" 15' 10" 14' 5" 12' 7" 17' 10" 16' 2" 14' 2" 1000S162-43 33 10' 4"e 8' 11"e 6' 0"e 8' 1"e 6' 5"e 4' 6"e 10' 4"e 8' 11"e 6' 0"e 8' 1"e 6' 5"e 4' 6"e 1000S200-43 33 11' 2"e 8' 11"e 6' 0"e 8' 3"e 6' 6"e 4' 7"e 11' 2"e 8' 11"e 6' 0"e 8' 3"e 6' 6"e 4' 7"e 1000S250-43 33 11' 6"e 8' 11"e 6' 0"e 8' 5"e 6' 7"e 4' 7"e 11' 6"e 8' 11"e 6' 0"e 8' 5"e 6' 7"e 4' 7"e 1000S162-54 50 13' 10"e 12' 0"e 9' 10"e 12' 10" 10' 7" 7' 11" 13' 7"e 12' 0"e 9' 10"e 12' 10" 10' 7" 7' 11" 1000S200-54 50 14' 11"e 12' 11"e 10' 6"e 13' 3" 10' 10" 8' 0"e 14' 2"e 12' 10"e 10' 6"e 13' 3" 10' 10" 8' 0"e 1000S250-54 50 15' 4"e 13' 3"e 10' 10"e 13' 8" 11' 2" 8' 2"e 14' 11"e 13' 3"e 10' 10"e 13' 8" 11' 2" 8' 2"e 1000S162-68 50 16' 2" 14' 2"e 11' 7"e 16' 5" 14' 2" 11' 2" 14' 9" 13' 5" 11' 7"e 16' 5" 14' 2" 11' 2" 1000S200-68 50 16' 11" 15' 2"e 12' 5"e 17' 6" 14' 10" 11' 8" 15' 5" 14' 0"e 12' 2"e 17' 3" 14' 10" 11' 8" 1000S250-68 50 17' 8" 15' 7"e 12' 9"e 18' 0" 15' 7" 12' 4"e 16' 1" 14' 7"e 12' 9"e 18' 0" 15' 7" 12' 4"e 1000S162-97 50 18' 1" 16' 5" 14' 4" 20' 4" 18' 2" 14' 9" 16' 5" 14' 11" 13' 1" 18' 6" 16' 9" 14' 8" 1000S200-97 50 18' 11" 17' 2" 15' 0" 21' 3" 19' 3" 15' 8" 17' 2" 15' 7" 13' 8" 19' 3" 17' 6" 15' 4" 1000S250-97 50 19' 8" 17' 11" 15' 8" 22' 1" 20' 1" 16' 11" 17' 11" 16' 3" 14' 2" 20' 1" 18' 3" 15' 11" 1000S162-118 50 19' 2" 17' 5" 15' 3" 21' 6" 19' 7" 16' 7" 17' 5" 15' 10" 13' 10" 19' 7" 17' 9" 15' 6" 1000S200-118 50 20' 1" 18' 3" 15' 11" 22' 6" 20' 5" 17' 8" 18' 3" 16' 7" 14' 5" 20' 5" 18' 7" 16' 3" 1000S250-118 50 20' 11" 19' 0" 16' 7" 23' 5" 21' 4" 18' 7" 19' 0" 17' 3" 15' 1" 21' 4" 19' 4" 16' 11" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com52 Copyright © 2015 by the SSMA 15 psf Dead Load and 125 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 14' 11"e 12' 11"e 9' 10"e 12' 8"e 10' 2"e 7' 3"e 14' 11"e 12' 11"e 9' 10"e 12' 8"e 10' 2"e 7' 3"e 1200S200-54 50 16' 2"e 14' 0"e 9' 10"e 12' 11"e 10' 4"e 7' 4"e 16' 2"e 14' 0"e 9' 10"e 12' 11"e 10' 4"e 7' 4"e 1200S250-54 50 16' 8"e 14' 5"e 9' 10"e 13' 1"e 10' 5"e 7' 4"e 16' 8"e 14' 5"e 9' 10"e 13' 1"e 10' 5"e 7' 4"e 1200S162-68 50 17' 9"e 15' 4"e 12' 7"e 17' 8" 14' 10" 11' 5" 17' 0" 15' 4"e 12' 7"e 17' 8" 14' 10" 11' 5" 1200S200-68 50 19' 1"e 16' 6"e 13' 6"e 18' 6" 15' 6" 11' 10"e 17' 9"e 16' 1"e 13' 6"e 18' 6" 15' 6" 11' 10"e 1200S250-68 50 19' 9"e 17' 1"e 13' 11"e 18' 7" 15' 7" 11' 11"e 18' 5"e 16' 9"e 13' 11"e 18' 7" 15' 7" 11' 11"e 1200S162-97 50 21' 2" 19' 2" 16' 3" 23' 0" 19' 11" 16' 3" 19' 2" 17' 5" 15' 3" 21' 7" 19' 7" 16' 3" 1200S200-97 50 22' 0" 20' 0" 17' 5"e 24' 7" 21' 3" 17' 5" 20' 0" 18' 2" 15' 10" 22' 5" 20' 5" 17' 5" 1200S250-97 50 22' 10" 20' 9" 17' 11"e 25' 5" 22' 0" 17' 11" 20' 9" 18' 10" 16' 6" 23' 3" 21' 2" 17' 11" 1200S162-118 50 22' 5" 20' 4" 17' 9" 25' 2" 22' 10" 18' 9" 20' 4" 18' 6" 16' 2" 22' 10" 20' 9" 18' 2" 1200S200-118 50 23' 4" 21' 2" 18' 6" 26' 2" 23' 10" 19' 11" 21' 2" 19' 3" 16' 10" 23' 10" 21' 8" 18' 11" 1200S250-118 50 24' 3" 22' 0" 19' 3" 27' 3" 24' 9" 20' 7" 22' 0" 20' 0" 17' 6" 24' 9" 22' 6" 19' 7" 1200S300-118 50 25' 1" 22' 9" 19' 11" 28' 2" 25' 7" 21' 11" 22' 9" 20' 8" 18' 1" 25' 7" 23' 3" 20' 4" 1200S350-118 50 26' 4" 23' 11" 20' 10" 29' 6" 26' 10" 23' 5" 23' 11" 21' 8" 19' 0" 26' 10" 24' 4" 21' 3" 1400S162-54 50 15' 9"e 12' 7"e 8' 5"e 12' 0"e 9' 5"e 6' 6"e 15' 9"e 12' 7"e 8' 5"e 12' 0"e 9' 5"e 6' 6"e 1400S200-54 50 16' 10"e 12' 7"e 8' 5"e 12' 2"e 9' 6"e 6' 6"e 16' 10"e 12' 7"e 8' 5"e 12' 2"e 9' 6"e 6' 6"e 1400S250-54 50 16' 10"e 12' 7"e 8' 5"e 12' 3"e 9' 6"e 6' 6"e 16' 10"e 12' 7"e 8' 5"e 12' 3"e 9' 6"e 6' 6"e 1400S300-54 50 16' 10"e 12' 7"e 8' 5"e 12' 3"e 9' 6"e 6' 6"e 16' 10"e 12' 7"e 8' 5"e 12' 3"e 9' 6"e 6' 6"e 1400S350-54 50 16' 10"e 12' 7"e 8' 5"e 12' 7"e 9' 8"e 6' 7"e 16' 10"e 12' 7"e 8' 5"e 12' 7"e 9' 8"e 6' 7"e 1400S162-68 50 18' 10"e 16' 4"e 13' 4"e 18' 2" 15' 0" 11' 2" 18' 10"e 16' 4"e 13' 4"e 18' 2" 15' 0" 11' 2" 1400S200-68 50 20' 4"e 17' 8"e 14' 5"e 18' 11" 15' 6" 11' 6"e 20' 0"e 17' 8"e 14' 5"e 18' 11" 15' 6" 11' 6"e 1400S250-68 50 21' 2"e 18' 4"e 14' 11"e 19' 0" 15' 7" 11' 6"e 20' 9"e 18' 4"e 14' 11"e 19' 0" 15' 7" 11' 6"e 1400S300-68 50 21' 8"e 18' 9"e 15' 4"e 19' 2" 15' 9" 11' 7"e 21' 4"e 18' 9"e 15' 4"e 19' 2" 15' 9" 11' 7"e 1400S350-68 50 24' 2"e 20' 11"e 16' 11"e 20' 9" 16' 10" 12' 2"e 22' 9"e 20' 8"e 16' 11"e 20' 9" 16' 10" 12' 2"e 1400S162-97 50 24' 0" 21' 5" 17' 5"e 24' 8" 21' 5" 17' 5" 21' 11" 19' 10" 17' 3"e 24' 5" 21' 5" 17' 5" 1400S200-97 50 24' 11" 22' 7" 18' 8"e 26' 5" 22' 11" 18' 8" 22' 9" 20' 8" 18' 0"e 25' 5" 22' 11" 18' 8" 1400S250-97 50 25' 10" 23' 5" 19' 5"e 27' 5" 23' 9" 19' 4" 23' 7" 21' 4" 18' 8"e 26' 4" 23' 9" 19' 4" 1400S300-97 50 26' 8" 24' 3" 19' 10"e 28' 1" 24' 4" 19' 10" 24' 4" 22' 1" 19' 3"e 27' 3" 24' 4" 19' 10" 1400S350-97 50 28' 0" 25' 5"e 21' 11"e 30' 11" 26' 10" 21' 11" 25' 5" 23' 1" 20' 2"e 28' 6" 25' 11" 21' 11" 1400S162-118 50 25' 7" 23' 3" 20' 3" 28' 7" 24' 9" 20' 3" 23' 3" 21' 1" 18' 5" 26' 1" 23' 9" 20' 3" 1400S200-118 50 26' 7" 24' 2" 21' 1" 29' 10" 26' 5" 21' 7" 24' 2" 21' 11" 19' 2" 27' 1" 24' 8" 21' 6" 1400S250-118 50 27' 6" 25' 0" 21' 10" 30' 11" 27' 5" 22' 5" 25' 0" 22' 9" 19' 10" 28' 1" 25' 6" 22' 3" 1400S300-118 50 28' 5" 25' 10" 22' 7" 31' 11" 28' 1" 22' 11" 25' 10" 23' 6" 20' 6" 29' 0" 26' 4" 22' 11" 1400S350-118 50 29' 9" 27' 0" 23' 7" 33' 5" 30' 4" 25' 11" 27' 0" 24' 7" 21' 5" 30' 4" 27' 7" 24' 1" 1600S162-68 50 19' 9"e 17' 1"e 14' 0"e 18' 2"e 14' 8"e 10' 7"e 19' 9"e 17' 1"e 14' 0"e 18' 2"e 14' 8"e 10' 7"e 1600S200-68 50 21' 5"e 18' 7"e 14' 9"e 18' 9"e 15' 1"e 10' 9"e 21' 5"e 18' 7"e 14' 9"e 18' 9"e 15' 1"e 10' 9"e 1600S250-68 50 22' 4"e 19' 4"e 14' 9"e 18' 9"e 15' 1"e 10' 10"e 22' 4"e 19' 4"e 14' 9"e 18' 9"e 15' 1"e 10' 10"e 1600S300-68 50 22' 11"e 19' 10"e 14' 9"e 18' 11"e 15' 2"e 10' 10"e 22' 11"e 19' 10"e 14' 9"e 18' 11"e 15' 2"e 10' 10"e 1600S350-68 50 25' 9"e 22' 1"e 14' 9"e 19' 11"e 15' 9"e 11' 1"e 24' 10"e 22' 1"e 14' 9"e 19' 11"e 15' 9"e 11' 1"e 1600S162-97 50 26' 1" 22' 7" 18' 5"e 26' 1" 22' 7" 18' 5" 24' 5" 22' 1" 18' 5"e 26' 1" 22' 7" 18' 5" 1600S200-97 50 27' 9" 24' 3"e 19' 10"e 28' 0" 24' 3" 19' 7" 25' 4" 22' 11" 19' 10"e 28' 0" 24' 3" 19' 7" 1600S250-97 50 28' 8" 25' 3"e 20' 7"e 29' 2" 25' 3" 20' 1" 26' 2" 23' 9" 20' 7"e 29' 2" 25' 3" 20' 1" 1600S300-97 50 29' 7" 25' 11"e 21' 2"e 29' 11" 25' 11" 20' 7" 27' 0" 24' 6"e 21' 2"e 29' 11" 25' 11" 20' 7" 1600S350-97 50 30' 11" 28' 1"e 23' 5"e 32' 6" 27' 7" 21' 7"e 28' 2" 25' 7"e 22' 4"e 31' 7" 27' 7" 21' 7"e 1600S162-118 50 28' 9" 26' 1" 21' 6" 30' 4" 26' 4" 21' 6" 26' 2" 23' 9" 20' 8" 29' 3" 26' 4" 21' 6" 1600S200-118 50 29' 9" 27' 0" 23' 0" 32' 6" 28' 2" 23' 0" 27' 1" 24' 7" 21' 6" 30' 4" 27' 6" 23' 0" 1600S250-118 50 30' 9" 27' 11" 23' 11"e 33' 10" 29' 3" 23' 11" 28' 0" 25' 5" 22' 2" 31' 5" 28' 6" 23' 11" 1600S300-118 50 31' 9" 28' 10" 24' 7"e 34' 9" 30' 1" 24' 7" 28' 10" 26' 2" 22' 10" 32' 4" 29' 4" 24' 7" 1600S350-118 50 33' 1" 30' 1" 26' 3"e 37' 1" 33' 0" 26' 11" 30' 1" 27' 4" 23' 11"e 33' 9" 30' 8" 26' 9" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 53Complies With 2009, 2012 and 2015 IBC 40 psf Dead Load and 125 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 600S162-33 33 6' 2"e 5' 4"e 3' 10"e 5' 1"e 4' 1"e 2' 11"e 6' 2"e 5' 4"e 3' 10"e 5' 1"e 4' 1"e 2' 11"e 600S200-33 33 6' 7"e 5' 9"e 3' 10"e 5' 2"e 4' 2"e 2' 11"e 6' 7"e 5' 9"e 3' 10"e 5' 2"e 4' 2"e 2' 11"e 600S162-43 33 7' 8"e 6' 7"e 5' 5"e 7' 4"e 6' 1"e 4' 8"e 7' 8"e 6' 7"e 5' 5"e 7' 4"e 6' 1"e 4' 8"e 600S200-43 33 7' 11"e 6' 10"e 5' 7"e 7' 5"e 6' 2"e 4' 8"e 7' 11"e 6' 10"e 5' 7"e 7' 5"e 6' 2"e 4' 8"e 600S250-43 33 8' 1"e 7' 0"e 5' 9"e 7' 7"e 6' 3"e 4' 9"e 8' 1"e 7' 0"e 5' 9"e 7' 7"e 6' 3"e 4' 9"e 600S162-54 50 10' 0" 8' 10"e 7' 3"e 10' 2" 8' 7" 6' 7" 9' 1" 8' 3" 7' 3"e 10' 2" 8' 7" 6' 7" 600S200-54 50 10' 6" 9' 1"e 7' 5"e 10' 2" 8' 7" 6' 7" 9' 7" 8' 8"e 7' 5"e 10' 2" 8' 7" 6' 7" 600S250-54 50 10' 9" 9' 4"e 7' 7"e 10' 5" 8' 9" 6' 9" 10' 0" 9' 1"e 7' 7"e 10' 5" 8' 9" 6' 9" 600S162-68 50 10' 9" 9' 9" 8' 6"e 12' 0" 10' 3" 8' 1" 9' 9" 8' 10" 7' 9" 10' 11" 9' 11" 8' 1" 600S200-68 50 11' 3" 10' 3" 8' 11"e 12' 7" 10' 8" 8' 5" 10' 3" 9' 4" 8' 2" 11' 6" 10' 5" 8' 5" 600S250-68 50 11' 10" 10' 9" 8' 11"e 12' 3" 10' 5" 8' 3" 10' 9" 9' 9" 8' 6"e 12' 1" 10' 5" 8' 3" 600S162-97 50 11' 11" 10' 10" 9' 5" 13' 4" 12' 1" 9' 10" 10' 10" 9' 10" 8' 7" 12' 1" 11' 0" 9' 7" 600S200-97 50 12' 6" 11' 4" 9' 11" 14' 1" 12' 9" 10' 5" 11' 4" 10' 4" 9' 0" 12' 9" 11' 7" 10' 2" 600S250-97 50 13' 2" 11' 11" 10' 5" 14' 9" 13' 5" 10' 8" 11' 11" 10' 10" 9' 6" 13' 5" 12' 2" 10' 8" 600S162-118 50 12' 7" 11' 5" 10' 0" 14' 1" 12' 10" 10' 7" 11' 5" 10' 4" 9' 1" 12' 10" 11' 8" 10' 2" 600S200-118 50 13' 3" 12' 0" 10' 6" 14' 10" 13' 6" 11' 1" 12' 0" 10' 11" 9' 7" 13' 6" 12' 3" 10' 9" 600S250-118 50 13' 11" 12' 8" 11' 1" 15' 8" 14' 2" 11' 6" 12' 8" 11' 6" 10' 0" 14' 2" 12' 11" 11' 3" 800S162-33 33 5' 9"e 4' 4"e 2' 10"e 4' 4"e 3' 4"e 2' 3"e 5' 9"e 4' 4"e 2' 10"e 4' 4"e 3' 4"e 2' 3"e 800S200-33 33 5' 9"e 4' 4"e 2' 10"e 4' 5"e 3' 4"e 2' 3"e 5' 9"e 4' 4"e 2' 10"e 4' 5"e 3' 4"e 2' 3"e 800S162-43 33 8' 7"e 7' 5"e 6' 1"e 7' 5"e 6' 1"e 4' 5"e 8' 7"e 7' 5"e 6' 1"e 7' 5"e 6' 1"e 4' 5"e 800S200-43 33 9' 2"e 8' 0"e 6' 4"e 8' 0"e 6' 5"e 4' 8"e 9' 2"e 8' 0"e 6' 4"e 8' 0"e 6' 5"e 4' 8"e 800S250-43 33 9' 5"e 8' 2"e 6' 4"e 8' 0"e 6' 6"e 4' 8"e 9' 5"e 8' 2"e 6' 4"e 8' 0"e 6' 6"e 4' 8"e 800S162-54 50 11' 6"e 10' 0"e 8' 2"e 11' 2" 9' 4" 7' 3"e 11' 5"e 10' 0"e 8' 2"e 11' 2" 9' 4" 7' 3"e 800S200-54 50 12' 3"e 10' 8"e 8' 8"e 12' 1" 10' 1" 7' 8"e 12' 0"e 10' 8"e 8' 8"e 12' 1" 10' 1" 7' 8"e 800S250-54 50 12' 7"e 10' 11"e 8' 11"e 12' 2" 10' 2" 7' 9"e 12' 6"e 10' 11"e 8' 11"e 12' 2" 10' 2" 7' 9"e 800S162-68 50 13' 6" 11' 8" 9' 7"e 13' 6" 11' 6" 9' 2" 12' 4" 11' 2" 9' 7"e 13' 6" 11' 6" 9' 2" 800S200-68 50 14' 2" 12' 10"e 10' 6"e 14' 10" 12' 10" 10' 2" 12' 11" 11' 8" 10' 3"e 14' 5" 12' 10" 10' 2" 800S250-68 50 14' 9" 12' 9"e 10' 5"e 14' 9" 12' 8" 9' 11" 13' 5" 12' 3"e 10' 5"e 14' 9" 12' 8" 9' 11" 800S162-97 50 15' 0" 13' 8" 11' 11" 16' 9" 14' 5" 11' 7" 13' 8" 12' 5" 10' 10" 15' 4" 13' 11" 11' 7" 800S200-97 50 15' 9" 14' 4" 12' 6" 17' 8" 16' 1" 13' 2" 14' 4" 13' 0" 11' 4" 16' 1" 14' 7" 12' 9" 800S250-97 50 16' 6" 15' 0" 13' 1" 18' 6" 16' 10" 13' 6" 15' 0" 13' 7" 11' 11" 16' 10" 15' 3" 13' 4" 800S162-118 50 15' 11" 14' 5" 12' 7" 17' 10" 16' 3" 13' 11" 14' 5" 13' 2" 11' 6" 16' 3" 14' 9" 12' 11" 800S200-118 50 16' 8" 15' 2" 13' 3" 18' 9" 17' 0" 14' 8" 15' 2" 13' 9" 12' 0" 17' 0" 15' 6" 13' 6" 800S250-118 50 17' 6" 15' 10" 13' 10" 19' 7" 17' 10" 15' 2" 15' 10" 14' 5" 12' 7" 17' 10" 16' 2" 14' 2" 1000S162-43 33 9' 6"e 7' 7"e 5' 1"e 7' 1"e 5' 7"e 3' 11"e 9' 6"e 7' 7"e 5' 1"e 7' 1"e 5' 7"e 3' 11"e 1000S200-43 33 10' 2"e 7' 7"e 5' 1"e 7' 3"e 5' 8"e 3' 11"e 10' 2"e 7' 7"e 5' 1"e 7' 3"e 5' 8"e 3' 11"e 1000S250-43 33 10' 2"e 7' 7"e 5' 1"e 7' 4"e 5' 9"e 3' 11"e 10' 2"e 7' 7"e 5' 1"e 7' 4"e 5' 9"e 3' 11"e 1000S162-54 50 12' 9"e 11' 1"e 9' 0"e 11' 6" 9' 5" 6' 11"e 12' 9"e 11' 1"e 9' 0"e 11' 6" 9' 5" 6' 11"e 1000S200-54 50 13' 9"e 11' 11"e 9' 8"e 11' 10" 9' 8" 7' 1"e 13' 9"e 11' 11"e 9' 8"e 11' 10" 9' 8" 7' 1"e 1000S250-54 50 14' 1"e 12' 2"e 10' 0"e 12' 2" 9' 11" 7' 2"e 14' 1"e 12' 2"e 10' 0"e 12' 2" 9' 11" 7' 2"e 1000S162-68 50 15' 1" 13' 1"e 10' 8"e 15' 1" 12' 11" 10' 1" 14' 8" 13' 1"e 10' 8"e 15' 1" 12' 11" 10' 1" 1000S200-68 50 16' 2"e 14' 0"e 11' 5"e 16' 0" 13' 6" 10' 7"e 15' 4" 13' 11"e 11' 5"e 16' 0" 13' 6" 10' 7"e 1000S250-68 50 16' 7"e 14' 4"e 11' 9"e 16' 7" 14' 3" 11' 1"e 16' 1"e 14' 4"e 11' 9"e 16' 7" 14' 3" 11' 1"e 1000S162-97 50 18' 1" 16' 5" 13' 8" 19' 4" 16' 9" 13' 6" 16' 5" 14' 11" 13' 1" 18' 6" 16' 9" 13' 6" 1000S200-97 50 18' 11" 17' 2" 14' 7" 20' 7" 17' 10" 14' 4" 17' 2" 15' 7" 13' 8" 19' 3" 17' 6" 14' 4" 1000S250-97 50 19' 8" 17' 11" 15' 7"e 22' 0" 19' 1" 15' 7" 17' 11" 16' 3" 14' 2" 20' 1" 18' 3" 15' 7" 1000S162-118 50 19' 2" 17' 5" 15' 3" 21' 6" 18' 9" 15' 2" 17' 5" 15' 10" 13' 10" 19' 7" 17' 9" 15' 2" 1000S200-118 50 20' 1" 18' 3" 15' 11" 22' 6" 20' 0" 16' 2" 18' 3" 16' 7" 14' 5" 20' 5" 18' 7" 16' 2" 1000S250-118 50 20' 11" 19' 0" 16' 7" 23' 5" 21' 4" 18' 0" 19' 0" 17' 3" 15' 1" 21' 4" 19' 4" 16' 11" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com54 Copyright © 2015 by the SSMA 40 psf Dead Load and 125 psf Live Load Section Fy (ksi) L/360 Live Load Deflection L/480 Live Load Deflection Single Span Double Span Single Span Double Span Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 1200S162-54 50 13' 9"e 11' 11"e 8' 4"e 11' 3"e 8' 11"e 6' 3"e 13' 9"e 11' 11"e 8' 4"e 11' 3"e 8' 11"e 6' 3"e 1200S200-54 50 14' 10"e 12' 6"e 8' 4"e 11' 5"e 9' 0"e 6' 4"e 14' 10"e 12' 6"e 8' 4"e 11' 5"e 9' 0"e 6' 4"e 1200S250-54 50 15' 4"e 12' 6"e 8' 4"e 11' 6"e 9' 1"e 6' 4"e 15' 4"e 12' 6"e 8' 4"e 11' 6"e 9' 1"e 6' 4"e 1200S162-68 50 16' 4"e 14' 2"e 11' 7"e 16' 0" 13' 5" 10' 2"e 16' 4"e 14' 2"e 11' 7"e 16' 0" 13' 5" 10' 2"e 1200S200-68 50 17' 7"e 15' 3"e 12' 5"e 16' 9" 13' 11" 10' 6"e 17' 7"e 15' 3"e 12' 5"e 16' 9" 13' 11" 10' 6"e 1200S250-68 50 18' 2"e 15' 9"e 12' 10"e 16' 10" 14' 0" 10' 7"e 18' 2"e 15' 9"e 12' 10"e 16' 10" 14' 0" 10' 7"e 1200S162-97 50 21' 1" 18' 4" 15' 0"e 21' 2" 18' 4" 15' 0" 19' 2" 17' 5" 15' 0"e 21' 2" 18' 4" 15' 0" 1200S200-97 50 22' 0" 19' 7" 16' 0"e 22' 8" 19' 7" 15' 11" 20' 0" 18' 2" 15' 10"e 22' 5" 19' 7" 15' 11" 1200S250-97 50 22' 10" 20' 3" 16' 6"e 23' 5" 20' 3" 16' 5" 20' 9" 18' 10" 16' 6"e 23' 3" 20' 3" 16' 5" 1200S162-118 50 22' 5" 20' 4" 17' 3" 24' 5" 21' 1" 17' 2" 20' 4" 18' 6" 16' 2" 22' 10" 20' 9" 17' 2" 1200S200-118 50 23' 4" 21' 2" 18' 4" 26' 0" 22' 6" 18' 3" 21' 2" 19' 3" 16' 10" 23' 10" 21' 8" 18' 3" 1200S250-118 50 24' 3" 22' 0" 19' 0" 26' 10" 23' 3" 19' 0" 22' 0" 20' 0" 17' 6" 24' 9" 22' 6" 19' 0" 1200S300-118 50 25' 1" 22' 9" 19' 11" 28' 2" 24' 9" 20' 2" 22' 9" 20' 8" 18' 1" 25' 7" 23' 3" 20' 2" 1200S350-118 50 26' 4" 23' 11" 20' 10"e 29' 6" 26' 10" 22' 0" 23' 11" 21' 8" 19' 0" 26' 10" 24' 4" 21' 3" 1400S162-54 50 14' 3"e 10' 8"e 7' 2"e 10' 5"e 8' 1"e 5' 7"e 14' 3"e 10' 8"e 7' 2"e 10' 5"e 8' 1"e 5' 7"e 1400S200-54 50 14' 3"e 10' 8"e 7' 2"e 10' 7"e 8' 2"e 5' 7"e 14' 3"e 10' 8"e 7' 2"e 10' 7"e 8' 2"e 5' 7"e 1400S250-54 50 14' 3"e 10' 8"e 7' 2"e 10' 7"e 8' 2"e 5' 7"e 14' 3"e 10' 8"e 7' 2"e 10' 7"e 8' 2"e 5' 7"e 1400S300-54 50 14' 3"e 10' 8"e 7' 2"e 10' 8"e 8' 2"e 5' 7"e 14' 3"e 10' 8"e 7' 2"e 10' 8"e 8' 2"e 5' 7"e 1400S350-54 50 14' 3"e 10' 8"e 7' 2"e 10' 11"e 8' 4"e 5' 8"e 14' 3"e 10' 8"e 7' 2"e 10' 11"e 8' 4"e 5' 8"e 1400S162-68 50 17' 4"e 15' 0"e 12' 3"e 16' 4" 13' 4" 9' 10"e 17' 4"e 15' 0"e 12' 3"e 16' 4" 13' 4" 9' 10"e 1400S200-68 50 18' 9"e 16' 3"e 13' 3"e 16' 11" 13' 9" 10' 1"e 18' 9"e 16' 3"e 13' 3"e 16' 11" 13' 9" 10' 1"e 1400S250-68 50 19' 6"e 16' 10"e 13' 9"e 17' 0" 13' 10" 10' 1"e 19' 6"e 16' 10"e 13' 9"e 17' 0" 13' 10" 10' 1"e 1400S300-68 50 19' 11"e 17' 3"e 14' 1"e 17' 2" 13' 11" 10' 2"e 19' 11"e 17' 3"e 14' 1"e 17' 2" 13' 11" 10' 2"e 1400S350-68 50 22' 3"e 19' 3"e 14' 4"e 18' 5" 14' 9"e 10' 7"e 22' 3"e 19' 3"e 14' 4"e 18' 5" 14' 9"e 10' 7"e 1400S162-97 50 22' 9" 19' 8" 16' 1"e 22' 9" 19' 8" 16' 1" 21' 10" 19' 8" 16' 1"e 22' 9" 19' 8" 16' 1" 1400S200-97 50 24' 4" 21' 1"e 17' 3"e 24' 4" 21' 1" 17' 1" 22' 8" 20' 7" 17' 3"e 24' 4" 21' 1" 17' 1" 1400S250-97 50 25' 3" 21' 11"e 17' 10"e 25' 3" 21' 11" 17' 7" 23' 6" 21' 4"e 17' 10"e 25' 3" 21' 11" 17' 7" 1400S300-97 50 25' 10" 22' 5"e 18' 3"e 25' 10" 22' 5" 18' 0" 24' 3" 22' 0"e 18' 3"e 25' 10" 22' 5" 18' 0" 1400S350-97 50 28' 0"e 24' 8"e 20' 2"e 28' 6" 24' 8" 20' 0"e 25' 5" 23' 1"e 20' 2"e 28' 6" 24' 8" 20' 0"e 1400S162-118 50 25' 7" 22' 10" 18' 7" 26' 4" 22' 10" 18' 7" 23' 3" 21' 1" 18' 5" 26' 1" 22' 10" 18' 7" 1400S200-118 50 26' 7" 24' 2" 19' 11" 28' 1" 24' 4" 19' 11" 24' 2" 21' 11" 19' 2" 27' 1" 24' 4" 19' 11" 1400S250-118 50 27' 6" 25' 0" 20' 7"e 29' 2" 25' 3" 20' 7" 25' 0" 22' 9" 19' 10" 28' 1" 25' 3" 20' 7" 1400S300-118 50 28' 5" 25' 10" 21' 1"e 29' 10" 25' 10" 21' 1" 25' 10" 23' 6" 20' 6"e 29' 0" 25' 10" 21' 1" 1400S350-118 50 29' 9" 27' 0" 23' 7"e 33' 5" 29' 3" 23' 11" 27' 0" 24' 7" 21' 5"e 30' 4" 27' 7" 23' 11" 1600S162-68 50 18' 2"e 15' 9"e 12' 6"e 16' 1"e 12' 11"e 9' 3"e 18' 2"e 15' 9"e 12' 6"e 16' 1"e 12' 11"e 9' 3"e 1600S200-68 50 19' 9"e 17' 1"e 12' 6"e 16' 7"e 13' 2"e 9' 4"e 19' 9"e 17' 1"e 12' 6"e 16' 7"e 13' 2"e 9' 4"e 1600S250-68 50 20' 7"e 17' 10"e 12' 6"e 16' 7"e 13' 3"e 9' 4"e 20' 7"e 17' 10"e 12' 6"e 16' 7"e 13' 3"e 9' 4"e 1600S300-68 50 21' 2"e 18' 4"e 12' 6"e 16' 9"e 13' 4"e 9' 5"e 21' 2"e 18' 4"e 12' 6"e 16' 9"e 13' 4"e 9' 5"e 1600S350-68 50 23' 8"e 18' 9"e 12' 6"e 17' 6"e 13' 9"e 9' 7"e 23' 8"e 18' 9"e 12' 6"e 17' 6"e 13' 9"e 9' 7"e 1600S162-97 50 24' 0" 20' 10"e 17' 0"e 24' 0" 20' 10" 16' 10" 24' 0" 20' 10"e 17' 0"e 24' 0" 20' 10" 16' 10" 1600S200-97 50 25' 10" 22' 4"e 18' 3"e 25' 10" 22' 4" 17' 8" 25' 2" 22' 4"e 18' 3"e 25' 10" 22' 4" 17' 8" 1600S250-97 50 26' 10" 23' 3"e 19' 0"e 26' 10" 23' 2" 18' 2" 26' 1" 23' 3"e 19' 0"e 26' 10" 23' 2" 18' 2" 1600S300-97 50 27' 7"e 23' 11"e 19' 6"e 27' 7" 23' 9" 18' 7"e 26' 11" 23' 11"e 19' 6"e 27' 7" 23' 9" 18' 7"e 1600S350-97 50 30' 6"e 26' 5"e 21' 7"e 29' 7" 25' 0" 19' 6"e 28' 2"e 25' 6"e 21' 7"e 29' 7" 25' 0" 19' 6"e 1600S162-118 50 28' 0" 24' 3" 19' 9"e 28' 0" 24' 3" 19' 9" 26' 1" 23' 8" 19' 9"e 28' 0" 24' 3" 19' 9" 1600S200-118 50 29' 8" 25' 11" 21' 2"e 29' 11" 25' 11" 21' 2" 27' 1" 24' 7" 21' 2"e 29' 11" 25' 11" 21' 2" 1600S250-118 50 30' 8" 27' 0" 22' 0"e 31' 2" 27' 0" 22' 0" 28' 0" 25' 5" 22' 0"e 31' 2" 27' 0" 22' 0" 1600S300-118 50 31' 8" 27' 8" 22' 7"e 32' 0" 27' 8" 22' 7" 28' 10" 26' 2" 22' 7"e 32' 0" 27' 8" 22' 7" 1600S350-118 50 33' 1" 30' 0"e 24' 10"e 35' 1" 30' 5" 24' 8" 30' 1" 27' 4" 23' 10"e 33' 9" 30' 5" 24' 8" "e" web stiffeners required at ends. Web stiffeners required at interior supports for double span conditions. See Table Notes on page 42. Floor Joist Spans www.SSMA.com 55Complies With 2009, 2012 and 2015 IBC Floor Joist Web Stiffener Details Track Stiffener Inside Joist Web Reinforcement - Double Web (use back-to-back web crippling tables) Clip Angle Stiffener on Back of Joist Stud Stiffener on Back of Joist Web Stiffener and Joist Reinforcement Details Bearing stiffeners must be designed in accordance with AISI S100 section C3.7. Web Stiffener Rim ack Joist Track Stud Joist b Stiffener Track Stud Web Stiffener Track Stud Joist Rim Track Joist Joist Reinforcement Track Stud General Note: All connections should be designed by a licensed design professional. www.SSMA.com56 Copyright © 2015 by the SSMA Header Loads Table Notes Boxed Header Back-to-Back Header "e" web stiffeners required at ends. Header Allowable Uniform Loads (PLF) Section Yield Strength (ksi) Span 3 (ft)4 (ft)5 (ft)6 (ft)8 (ft)10 (ft)12 (ft) 550S162-33 33 931.4e 698.5e 460.1e 319.5e 179.7e 115.0e 73.8e550S162-43 33 1946.5e 1094.9e 700.8e 486.6e 273.7e 164.6e 95.3e550S162-54 50 3484.7e 1960.1e 1254.5e 871.2e 396.8e 203.2 117.6550S162-68 50 4782.6e 2690.2e 1721.7e 1157.8e 488.5e 250.1 144.7 600S137-33 33 850.8e 638.1e 436.5e 303.1e 170.5e 109.1e 75.8e600S162-33 33 850.8e 638.1e 504.9e 350.6e 197.2e 126.2e 87.6e 600S200-33 33 850.8e 638.1e 510.5e 398.7e 224.2e 143.5e 99.7e 600S137-43 33 1751.1e 985.0e 630.4e 437.8e 246.3e 157.6e 103.2e 600S162-43 33 1887.6e 1205.1e 771.3e 535.6e 301.3e 192.8e 117.1e 600S200-43 33 1887.6e 1282.4e 820.7e 569.9e 320.6e 205.2e 135.7e600S250-43 33 1887.6e 1350.7e 864.4e 600.3e 337.7e 216.1e 150.1e600S137-54 50 3146.8e 1770.1e 1132.9e 786.7e 429.8e 220.1 127.3600S162-54 50 3763.8e 2158.3e 1381.3e 959.3e 488.3e 250.0e 144.7600S200-54 50 3763.8e 2281.9e 1460.4e 1014.2e 566.7e 290.1e 167.9600S250-54 50 3763.8e 2392.7e 1531.4e 1063.4e 598.2e 329.1e 190.5 600S137-68 50 4280.5e 2407.8e 1541.0e 1070.1e 528.3e 270.5 156.5 600S162-68 50 5288.3e 2974.7e 1903.8e 1322.1e 601.7e 308.1 178.3 600S200-68 50 5880.1e 3307.5e 2116.8e 1470.0e 700.0e 358.4 207.4 600S250-68 50 5788.2e 3255.8e 2083.7e 1447.0e 806.3e 412.8e 238.9600S137-97 50 7526.5e 4233.7e 2709.5e 1694.8e 715 366.1 211.8600S162-97 50 8403.7e 4727.1e 3025.3e 1941.3e 819 419.3 242.7600S200-97 50 9432.6e 5305.9e 3395.7e 2270.9e 958.0e 490.5 283.9600S250-97 50 9898.1e 5567.7e 3563.3e 2474.5e 1109.0e 567.8 328.6600S137-118 50 9138.7e 5140.5e 3289.9e 1987.9e 838.7 429.4 248.5600S162-118 50 10212.8e 5744.7e 3676.6e 2287.3e 965 494.1 285.9 600S200-118 50 11620.3e 6536.4e 4183.3e 2687.4e 1133.7 580.5 335.9600S250-118 50 12729.2e 7160.2e 4582.5e 3121.2e 1316.7e 674.2 390.1 800S137-33 33 632.0e 474.0e 379.2e 316.0e 223.2e 142.8e 99.2e800S162-33 33 632.0e 474.0e 379.2e 316.0e 237.0e 168.1e 116.7e800S200-33 33 632.0e 474.0e 379.2e 316.0e 237.0e 189.6e 134.5e800S137-43 33 1401.5e 1051.2e 840.9e 584.3e 328.7e 210.3e 146.1e800S162-43 33 1401.5e 1051.2e 840.9e 678.8e 381.8e 244.4e 169.7e800S200-43 33 1401.5e 1051.2e 840.9e 700.8e 437.2e 279.8e 194.3e800S250-43 33 1401.5e 1051.2e 840.9e 700.8e 459.5e 294.1e 204.2e800S137-54 50 2788.4e 2091.3e 1518.3e 1054.4e 593.1e 379.6e 251.6e 800S162-54 50 2788.4e 2091.3e 1673.0e 1215.2e 683.6e 437.5e 283.3e 800S200-54 50 2788.4e 2091.3e 1673.0e 1384.1e 778.6e 498.3e 332.5e 800S250-54 50 2788.4e 2091.3e 1673.0e 1394.2e 815.2e 521.7e 362.3e 800S137-68 50 5627.6e 3297.6e 2110.4e 1465.6e 824.4e 527.6e 317.9e800S162-68 50 5627.6e 3759.1e 2405.8e 1670.7e 939.8e 601.4e 357.6e800S200-68 50 5627.6e 4220.7e 2917.3e 2025.9e 1139.6e 711.5e 411.8e800S250-68 50 5627.6e 4220.7e 2866.9e 1990.9e 1119.9e 716.7e 467.4e800S137-97 50 9468.1e 5325.8e 3408.5e 2367.0e 1331.5e 751.5e 434.9800S162-97 50 10657.1e 5994.6e 3836.6e 2664.3e 1498.7e 849.0e 491.3800S200-97 50 13297.5e 7479.8e 4787.1e 3324.4e 1870.0e 979.3e 566.7800S250-97 50 13839.9e 7785.0e 4982.4e 3460.0e 1946.2e 1117.9e 646.9e800S137-118 50 14157.3e 7963.5e 5096.6e 3539.3e 1732.3e 886.9 513.3800S162-118 50 15589.2e 8768.9e 5612.1e 3897.3e 1964.0e 1005.5e 581.9800S200-118 50 17414.8e 9795.8e 6269.3e 4353.7e 2273.2e 1163.9e 673.5800S250-118 50 18210.1e 10243.2e 6555.6e 4552.5e 2560.8e 1332.2e 771 1. Values are for unpunched members. 2. Total load deflection is limited to L/360. 3. Headers are made from two boxed or back-to-back members. 4. Allowable moment, shear, and web crippling are based on twice the capacity of a single member. The moment of inertia is based on twice the value of the single member. 5. Web crippling check is based on 1" of bearing at end supports. 6. Members are assumed adequately braced for bending. 7. Allowable loads are for simply supported headers with uniform bending loads only. 8. See page 5 for additional table notes. www.SSMA.com 57Complies With 2009, 2012 and 2015 IBC Header Loads "e" web stiffeners required at ends. See Table Notes on page 56. Header Allowable Uniform Loads (PLF) Section Yield Strength (ksi) Span 3 (ft)4 (ft)5 (ft)6 (ft)8 (ft)10 (ft)12 (ft) 1000S137-43 33 1114.6e 835.9e 668.7e 557.3e 397.8e 254.6e 176.8e1000S162-43 33 1114.6e 835.9e 668.7e 557.3e 418.0e 299.9e 208.2e1000S200-43 33 1114.6e 835.9e 668.7e 557.3e 418.0e 334.4e 242.1e1000S250-43 33 1114.6e 835.9e 668.7e 557.3e 418.0e 334.4e 256.2e1000S137-54 50 2214.5e 1660.8e 1328.7e 1107.2e 721.1e 461.5e 320.5e1000S162-54 50 2214.5e 1660.8e 1328.7e 1107.2e 830.4e 538.3e 373.8e 1000S200-54 50 2214.5e 1660.8e 1328.7e 1107.2e 830.4e 621.6e 431.6e 1000S250-54 50 2214.5e 1660.8e 1328.7e 1107.2e 830.4e 655.5e 455.2e 1000S137-68 50 4460.5e 3345.4e 2611.5e 1813.5e 1020.1e 652.9e 453.4e 1000S162-68 50 4460.5e 3345.4e 2676.3e 2087.2e 1174.0e 751.4e 521.8e1000S200-68 50 4460.5e 3345.4e 2676.3e 2230.3e 1343.8e 860.0e 597.2e1000S250-68 50 4460.5e 3345.4e 2676.3e 2230.3e 1419.4e 908.4e 630.8e1000S137-97 50 12117.7e 6816.2e 4362.4e 3029.4e 1704.1e 1090.6e 757.4e1000S162-97 50 13151.6e 7712.9e 4936.2e 3427.9e 1928.2e 1234.1e 857.0e1000S200-97 50 13151.6e 8727.6e 5585.7e 3878.9e 2181.9e 1396.4e 969.7e1000S250-97 50 13151.6e 9863.7e 6407.1e 4449.4e 2502.8e 1601.8e 1104.1e 1000S137-118 50 15854.9e 8918.4e 5707.8e 3963.7e 2229.6e 1426.9e 910.9e 1000S162-118 50 17827.7e 10028.1e 6418.0e 4456.9e 2507.0e 1604.5e 1020.2e 1000S200-118 50 20110.4e 11312.1e 7239.8e 5027.6e 2828.0e 1809.9e 1166.0e1000S250-118 50 21646.1e 13316.3e 8522.4e 5918.4e 3329.1e 2130.6e 1319.2e 1200S137-54 50 1836.5e 1377.4e 1101.9e 918.2e 688.7e 529.9e 368.0e1200S162-54 50 1836.5e 1377.4e 1101.9e 918.2e 688.7e 550.9e 432.9e1200S200-54 50 1836.5e 1377.4e 1101.9e 918.2e 688.7e 550.9e 459.1e1200S250-54 50 1836.5e 1377.4e 1101.9e 918.2e 688.7e 550.9e 459.1e1200S137-68 50 3694.3e 2770.7e 2216.6e 1847.2e 1187.3e 759.9e 527.7e1200S162-68 50 3694.3e 2770.7e 2216.6e 1847.2e 1377.9e 881.8e 612.4e 1200S200-68 50 3694.3e 2770.7e 2216.6e 1847.2e 1385.4e 1020.7e 708.8e 1200S250-68 50 3694.3e 2770.7e 2216.6e 1847.2e 1385.4e 1087.9e 755.5e 1200S137-97 50 10862.7e 8144.0e 5212.1e 3619.5e 2036.0e 1303.0e 904.9e 1200S162-97 50 10862.7e 8147.0e 5936.1e 4122.3e 2318.8e 1484.0e 1030.6e1200S200-97 50 10862.7e 8147.0e 6517.6e 4698.7e 2643.0e 1691.5e 1174.7e1200S250-97 50 10862.7e 8147.0e 6517.6e 5013.8e 2820.3e 1805.0e 1253.5e1200S137-118 50 19323.9e 10869.7e 6956.6e 4831.0e 2717.4e 1739.1e 1207.7e1200S162-118 50 19980.7e 12269.5e 7852.5e 5453.1e 3067.4e 1963.1e 1363.3e1200S200-118 50 19980.7e 13900.1e 8896.1e 6177.8e 3475.0e 2224.0e 1544.5e 1200S250-118 50 19980.7e 14880.8e 9523.7e 6613.7e 3720.2e 2380.9e 1653.4e 1200S300-118 50 19980.7e 14985.5e 10756.0e 7469.4e 4201.6e 2689.0e 1867.4e1200S350-118 50 19980.7e 14985.5e 11988.4e 8850.4e 4978.3e 3186.1e 2212.6e 1400S162-54 50 1568.7e 1176.5e 941.2e 784.4e 588.3e 470.6e 392.2e1400S200-54 50 1568.7e 1176.5e 941.2e 784.4e 588.3e 470.6e 392.2e1400S250-54 50 1568.7e 1176.5e 941.2e 784.4e 588.3e 470.6e 392.2e1400S300-54 50 1568.7e 1176.5e 941.2e 784.4e 588.3e 470.6e 392.2e1400S350-54 50 1568.7e 1176.5e 941.2e 784.4e 588.3e 470.6e 392.2e1400S162-68 50 3152.8e 2364.6e 1891.7e 1576.4e 1182.3e 945.8e 690.3e 1400S200-68 50 3152.8e 2364.6e 1891.7e 1576.4e 1182.3e 945.8e 788.2e1400S250-68 50 3152.8e 2364.6e 1891.7e 1576.4e 1182.3e 945.8e 788.2e1400S300-68 50 3152.8e 2364.6e 1891.7e 1576.4e 1182.3e 945.8e 788.2e1400S350-68 50 3152.8e 2364.6e 1891.7e 1576.4e 1182.3e 945.8e 788.2e1400S162-97 50 9252.4e 6939.3e 5551.4e 4626.2e 2665.9e 1706.2e 1184.8e1400S200-97 50 9252.4e 6939.3e 5551.4e 4626.2e 3062.0e 1959.7e 1360.9e 1400S250-97 50 9252.4e 6939.3e 5551.4e 4626.2e 3290.4e 2105.8e 1462.4e 1400S300-97 50 9252.4e 6939.3e 5551.4e 4626.2e 3446.8e 2206.0e 1531.9e 1400S350-97 50 9252.4e 6939.3e 5551.4e 4626.2e 3469.6e 2683.4e 1863.5e 1400S162-118 50 16993.8e 12745.4e 9153.4e 6356.5e 3575.5e 2288.3e 1589.1e 1400S200-118 50 16993.8e 12745.4e 10196.3e 7245.3e 4075.5e 2608.3e 1811.3e1400S250-118 50 16993.8e 12745.4e 10196.3e 7793.3e 4383.7e 2805.6e 1948.3e1400S300-118 50 16993.8e 12745.4e 10196.3e 8178.0e 4600.1e 2944.1e 2044.5e1400S350-118 50 16993.8e 12745.4e 10196.3e 8496.9e 5892.6e 3771.3e 2618.9e 1600S162-68 50 2749.7e 2062.3e 1649.8e 1374.8e 1031.1e 824.9e 687.4e1600S200-68 50 2749.7e 2062.3e 1649.8e 1374.8e 1031.1e 824.9e 687.4e 1600S250-68 50 2749.7e 2062.3e 1649.8e 1374.8e 1031.1e 824.9e 687.4e 1600S300-68 50 2749.7e 2062.3e 1649.8e 1374.8e 1031.1e 824.9e 687.4e 1600S350-68 50 2749.7e 2062.3e 1649.8e 1374.8e 1031.1e 824.9e 687.4e 1600S162-97 50 8057.9e 6043.4e 4834.7e 4028.9e 2975.1e 1904.1e 1322.3e1600S200-97 50 8057.9e 6043.4e 4834.7e 4028.9e 3021.7e 2199.8e 1527.7e1600S250-97 50 8057.9e 6043.4e 4834.7e 4028.9e 3021.7e 2381.4e 1653.7e1600S300-97 50 8057.9e 6043.4e 4834.7e 4028.9e 3021.7e 2417.4e 1743.7e1600S350-97 50 8057.9e 6043.4e 4834.7e 4028.9e 3021.7e 2417.4e 2014.5e1600S162-118 50 14783.8e 11087.9e 8870.3e 7175.0e 4035.9e 2583.0e 1793.8e1600S200-118 50 14783.8e 11087.9e 8870.3e 7391.9e 4622.1e 2958.1e 2054.3e 1600S250-118 50 14783.8e 11087.9e 8870.3e 7391.9e 5001.5e 3201.0e 2222.9e 1600S300-118 50 14783.8e 11087.9e 8870.3e 7391.9e 5275.8e 3376.5e 2344.8e1600S350-118 50 14783.8e 11087.9e 8870.3e 7391.9e 5543.9e 4061.0e 2820.1e www.SSMA.com58 Copyright © 2015 by the SSMA Table Notes Web Crippling Conditions Web Crippling Load Tables Condition 1 - End Reaction - One Flange Loading Condition 2 - Interior Reaction - One Flange Loading Condition 3 - End Reaction - Two Flange Loading Condition 4 - Interior Reaction - Two Flange Loading 1 2 3 4 1. Listed allowable loads apply only to S-Sections. 2. For back-to-back members, the listed allowable loads are for the entire two-member assembly. 3. Listed allowable loads are based on members fastened to supports, except back-to-back members under two-flange loading (conditions 3 and 4) for which data for 'fastened to support' is unavailable in the AISI S100 Specification. 4. For back-to-back members, the distance between the web connectors and the flange shall be kept to a minimum. 5. Listed allowable loads are for unpunched webs. Capacity reductions for end and interior one flange loading (conditions 1 and 2) near punchouts may be calculated per AISI S100 Specification Section C3.4.2. 6. "h" refers to the flat dimension of the web. See Web Depth-to- Thickness Ratios table on page 6. 7. See page 5 for additional table notes. www.SSMA.com 59Complies With 2009, 2012 and 2015 IBC Web Crippling Loads 1 Bearing length to web height ratio, N/h exceeds limit of 2. 2 Bearing length to thickness ratio, N/t exceeds limit of 210. See Table Notes and figures on page 58. Allowable Web Crippling Loads (lbs) - Single Members (S-Sections) Section Design Thickness (in) Mil Thickness (mil) Fy (ksi) Condition 1 Fasten to Support Condition 2 Fasten to Support Condition 3 Fasten to Support Condition 4 Fasten to Support Bearing Length (in)Bearing Length (in)Bearing Length (in)Bearing Length (in) 1 3.5 6 1 3.5 6 1 3.5 6 1 3.5 6 162 0.0188 18 33 55 89 1 112 1, 2 87 125 1 151 1, 2 45 64 1 76 1, 2 122 161 1 186 1, 2 162 0.0283 27 33 122 194 1 242 1, 2 218 304 1 361 1, 2 111 151 1 178 1, 2 290 371 1 425 1, 2 162 0.0312 30 33 148 233 1 290 1 269 373 1 442 1 137 185 1 217 1 356 452 1 516 1 162 0.0346 33 33 180 282 1 350 1 336 462 1 545 1 170 229 1 267 1 441 557 1 634 1 162 0.0451 43 33 298 459 1 566 1 589 793 1 929 1 297 390 1 452 1 764 946 1 1067 1 162 0.0566 54 50 677 1027 1 1260 1 1370 1812 1 2105 1 714 922 1 1061 1 1823 2222 1 2487 1 162 0.0713 68 50 1019 1522 1 1856 1 2100 2729 1 3147 1 1136 1443 1 1646 1 2880 3458 1 3842 1 250 0.0188 18 33 52 84 106 12 85 122 147 12 37 51 61 12 109 145 168 1, 2 250 0.0283 27 33 117 186 231 12 213 298 354 12 96 130 153 12 268 343 393 1, 2 250 0.0312 30 33 141 223 277 1 264 365 433 1 119 161 189 1 330 420 479 1 250 0.0346 33 33 173 271 336 1 330 453 535 1 150 201 235 1 411 519 591 1 250 0.0451 43 33 287 443 547 1 580 780 913 1 267 351 407 1 720 892 1006 1 250 0.0566 54 50 656 996 1222 1 1350 1785 2075 1 652 842 968 1 1730 2109 2361 1 250 0.0713 68 50 990 1480 1805 1 2073 2693 3106 1 1049 1333 1521 1 2750 3302 3669 1 250 0.1017 97 50 1872 2726 3293 1 4025 5095 5805 1 2167 2683 3026 1 5597 6575 7225 1 350 0.0188 18 33 49 80 100 2 83 119 143 2 28 40 48 2 98 130 150 2 350 0.0283 27 33 112 177 221 2 209 292 347 2 81 111 130 2 247 316 362 2 350 0.0312 30 33 135 214 266 259 359 425 103 139 163 306 389 4453500.0346 33 33 166 260 323 324 445 526 131 175 205 384 484 5513500.0451 43 33 278 428 528 571 768 900 240 315 365 680 842 9493500.0566 54 50 637 967 1186 1331 1761 2046 594 768 883 1645 2005 2245 350 0.0713 68 50 965 1441 1758 2047 2660 3068 970 1232 1406 2631 3159 35103500.1017 97 50 1831 2666 3220 1 3983 5041 5745 1 2035 2520 2842 1 5397 6339 6965 1 362 0.0188 18 33 49 79 99 2 82 119 143 2 27 39 46 2 97 128 149 2 362 0.0283 27 33 111 177 220 2 209 291 346 2 80 108 127 2 245 313 359 2 362 0.0312 30 33 135 213 265 258 358 424 101 136 160 304 386 4413620.0346 33 33 165 259 322 323 444 525 129 173 202 381 480 5473620.0451 43 33 277 427 526 570 767 898 236 311 360 675 836 9433620.0566 54 50 634 963 1182 1329 1758 2043 588 760 874 1635 1994 22323620.0713 68 50 962 1437 1752 2044 2657 3064 961 1221 1393 2618 3143 34923620.1017 97 50 1827 2659 3212 3978 5035 5738 2020 2501 2821 5374 6313 6936 400 0.0283 27 33 109 174 217 2 207 289 344 2 75 102 120 2 238 305 349 2 400 0.0312 30 33 133 210 261 257 356 421 95 129 151 296 376 429 400 0.0346 33 33 163 256 317 322 442 522 122 164 192 372 469 534 400 0.0451 43 33 274 422 520 567 763 893 227 299 346 662 819 924 400 0.0566 54 50 628 954 1170 1323 1750 2034 569 735 846 1607 1960 21944000.0713 68 50 953 1424 1737 2036 2646 3051 936 1188 1356 2579 3096 34404000.1017 97 50 1814 2640 3189 3965 5018 5718 1978 2448 2761 5309 6236 6852 550 0.0283 27 33 103 164 205 2 202 282 336 2 58 79 93 2 214 274 314 2 550 0.0312 30 33 126 199 248 251 348 412 76 103 120 268 341 3895500.0346 33 33 155 243 302 315 432 511 100 134 157 339 428 4875500.0451 43 33 262 405 499 556 749 877 195 256 297 614 760 8585500.0566 54 50 606 920 1128 1302 1722 2001 502 649 746 1508 1838 2058 550 0.0713 68 50 923 1380 1683 2007 2608 3007 844 1071 1223 2441 2931 32565500.1017 97 50 1766 2571 3106 3917 4957 5648 1826 2261 2550 5078 5965 6555 600 0.0312 30 33 124 196 243 249 345 409 70 95 111 260 330 3776000.0346 33 33 153 240 297 313 430 507 93 125 146 329 416 4736000.0451 43 33 259 400 493 553 745 872 185 243 282 600 743 8386000.0566 54 50 599 909 1116 1295 1713 1991 482 623 716 1478 1802 20176000.0713 68 50 914 1366 1666 1998 2596 2994 816 1036 1183 2399 2881 32016000.1017 97 50 1752 2551 3081 3902 4939 5628 1781 2205 2487 5010 5885 64666000.1242 118 50 2528 3625 4354 5698 7108 8046 2734 3339 3741 7555 8772 9581 800 0.0451 43 33 247 381 470 542 730 854 150 197 228 548 678 7658000.0566 54 50 575 872 1070 1272 1682 1955 409 529 608 1370 1670 1869 800 0.0713 68 50 882 1318 1607 1966 2555 2946 716 910 1038 2250 2701 3001 800 0.1017 97 50 1702 2477 2992 3850 4873 5553 1618 2003 2259 4761 5593 61458000.1242 118 50 2462 3531 4241 5629 7023 7949 2518 3075 3445 7223 8387 9160 1000 0.0566 54 50 553 840 1031 1251 1655 1923 346 447 514 1275 1554 174010000.0713 68 50 854 1275 1555 1938 2518 2904 629 799 912 2119 2544 282610000.1017 97 50 1657 2412 2914 3805 4815 5487 1476 1827 2060 4545 5338 586610000.1242 118 50 2405 3449 4143 5569 6948 7864 2330 2845 3187 6934 8051 8794 1200 0.0713 68 50 828 1237 1509 1913 2485 2866 551 699 798 2001 2402 266912000.1017 97 50 1618 2355 2844 3764 4764 5428 1348 1668 1882 4350 5109 561412000.1242 118 50 2354 3375 4054 5515 6881 7788 2161 2638 2956 6675 7750 8465 1400 0.0713 68 50 805 1202 1466 1889 2455 2831 479 608 694 1892 2272 252514000.1017 97 50 1581 2301 2780 3726 4716 5374 1230 1523 1718 4171 4900 538414000.1242 118 50 2307 3308 3973 5466 6819 7719 2006 2449 2744 6437 7474 8164 1600 0.1017 97 50 1547 2252 2721 3692 4673 5324 1121 1388 1566 4005 4705 517016000.1242 118 50 2263 3245 3898 5420 6762 7654 1862 2274 2548 6217 7219 7884 www.SSMA.com60 Copyright © 2015 by the SSMA 1 Bearing length to web height ratio, N/h exceeds limit of 1. 2 Bearing length to thickness ratio, N/t exceeds limit of 210. See Table Notes and figures on page 58. Web Crippling Loads Allowable Web Crippling Loads (lbs) - Back-to-Back Members (S-Sections) Section Design Thickness (in) Mil Thickness (mil) Fy (ksi) Condition 1 Fasten to Support Condition 2 Fasten to Support Condition 3 Unfasten to Support Condition 4 Unfasten to Support Bearing Length (in)Bearing Length (in)Bearing Length (in)Bearing Length (in) 1 3.5 6 1 3.5 6 1 3.5 6 1 3.5 6 162 0.0188 18 33 247 392 1 488 1, 2 312 434 1 514 1, 2 151 200 1 232 1, 2 305 403 1 468 1, 2 162 0.0283 27 33 535 826 1 1020 1, 2 727 977 1 1144 1, 2 368 472 1 540 1, 2 771 987 1 1131 1, 2 162 0.0312 30 33 642 985 1 1213 1 887 1183 1 1380 1 454 577 1 659 1 957 1216 1 1389 1 162 0.0346 33 33 779 1186 1 1457 1 1094 1448 1 1683 1 565 713 1 812 1 1200 1515 1 1724 1 162 0.0451 43 33 1275 1907 1 2327 1 1867 2422 1 2790 1 988 1223 1 1380 1 2132 2640 1 2978 1 162 0.0566 54 50 2875 4229 1 5128 1 4324 5515 1 6306 1 2377 2898 1 3244 1 5141 6267 1 7016 1 162 0.0713 68 50 4296 6211 1 7484 1 6630 8314 1 9433 1 3787 4548 1 5053 1 8191 9835 1 10928 1 250 0.0188 18 33 247 391 1 487 1, 2 312 432 1 513 1, 2 129 171 1 198 1, 2 261 345 1 400 1, 2 250 0.0283 27 33 534 825 1 1018 1, 2 726 975 1 1141 1, 2 329 421 1 482 1, 2 688 881 1 1010 1, 2 250 0.0312 30 33 641 983 1 1211 1 885 1181 1 1377 1 408 519 1 593 1 861 1094 1 1249 1 250 0.0346 33 33 777 1184 1 1454 1 1092 1445 1 1680 1 512 647 1 736 1 1088 1373 1 1562 1 250 0.0451 43 33 1273 1904 1 2323 1 1864 2418 1 2786 1 910 1127 1 1271 1 1964 2432 1 2743 1 250 0.0566 54 50 2871 4223 1 5121 1 4318 5507 1 6297 1 2213 2698 1 3020 1 4786 5835 1 6532 1 250 0.0713 68 50 4291 6203 1 7474 1 6621 8304 1 9421 1 3557 4271 1 4745 1 7692 9236 1 10263 1 250 0.1017 97 50 8011 11273 1 13440 1 12845 15714 1 17620 1 7342 8624 1 9477 1 15879 18652 1 20495 1 350 0.0188 18 33 246 390 1 486 1, 2 311 432 1 512 1, 2 109 144 1 167 1, 2 220 291 1 338 1, 2 350 0.0283 27 33 533 823 1 1016 1, 2 724 974 1 1139 1, 2 292 374 1 429 1, 2 611 783 1 897 1, 2 350 0.0312 30 33 640 981 1 1208 1 884 1179 1 1375 1 366 465 1 531 1 771 981 1 1120 1 350 0.0346 33 33 776 1182 1 1452 1 1090 1443 1 1677 1 463 585 1 665 1 984 1241 1 1412 1 350 0.0451 43 33 1272 1901 1 2320 1 1861 2414 1 2782 1 838 1037 1 1170 1 1808 2239 1 2525 1 350 0.0566 54 50 2867 4217 1 5114 1 4313 5500 1 6289 1 2062 2514 1 2814 1 4459 5436 1 6085 1 350 0.0713 68 50 4286 6196 1 7466 1 6614 8294 1 9410 1 3346 4018 1 4464 1 7236 8689 1 9654 1 350 0.1017 97 50 8003 11261 1 13427 1 12832 15698 1 17603 1 6986 8206 1 9017 1 15109 17747 1 19501 1 362 0.0188 18 33 246 390 1 486 1, 2 311 431 1 511 1, 2 107 141 1 164 1, 2 215 285 1 330 1, 2 362 0.0283 27 33 533 823 1 1015 1, 2 724 973 1 1139 1, 2 288 369 1 422 1, 2 603 772 1 884 1, 2 362 0.0312 30 33 640 981 1 1208 1 883 1179 1 1375 1 361 459 1 524 1 761 968 1 1105 1 362 0.0346 33 33 776 1182 1 1452 1 1090 1442 1 1677 1 458 578 1 657 1 972 1226 1 1395 1 362 0.0451 43 33 1271 1901 1 2319 1 1861 2414 1 2781 1 830 1027 1 1159 1 1790 2217 1 2501 1 362 0.0566 54 50 2867 4217 1 5113 1 4312 5499 1 6288 1 2045 2493 1 2790 1 4422 5391 1 6035 1 362 0.0713 68 50 4285 6195 1 7465 1 6613 8293 1 9409 1 3322 3989 1 4432 1 7185 8627 1 9585 1 362 0.1017 97 50 8002 11260 1 13425 1 12831 15697 1 17601 1 6946 8159 1 8965 1 15022 17646 1 19389 1 400 0.0283 27 33 533 822 1015 1, 2 724 973 1138 1, 2 276 353 405 1, 2 577 739 847 1, 2 400 0.0312 30 33 639 981 1208 1 883 1178 1374 1 347 441 504 1 732 931 1063 1 400 0.0346 33 33 776 1181 1451 1 1089 1442 1676 1 442 557 634 1 937 1183 1346 1 400 0.0451 43 33 1271 1900 2318 1 1860 2413 2780 1 806 998 1126 1 1739 2154 2429 1 400 0.0566 54 50 2866 4215 5111 1 4310 5497 6285 1 1995 2432 2723 1 4315 5260 5889 1 400 0.0713 68 50 4284 6193 7462 1 6610 8290 9406 1 3253 3906 4340 1 7036 8448 9387 1 400 0.1017 97 50 8000 11256 1 13421 1 12827 15691 1 17595 1 6830 8023 1 8816 1 14772 17352 1 19067 1 550 0.0283 27 33 531 821 1013 1, 2 722 971 1136 1, 2 233 298 341 1, 2 487 624 715 1, 2 550 0.0312 30 33 638 979 1205 1 881 1176 1371 1 298 378 432 1 627 798 911 1 550 0.0346 33 33 774 1179 1448 1 1087 1439 1673 1 384 484 551 1 815 1028 1170 1 550 0.0451 43 33 1269 1897 2314 1 1857 2409 2775 1 721 893 1007 1 1556 1927 2174 1 550 0.0566 54 50 2861 4208 5104 1 4304 5488 6276 1 1818 2217 2482 1 3933 4794 5367 1 550 0.0713 68 50 4278 6185 7452 1 6601 8278 9393 1 3008 3612 4013 1 6506 7812 8680 1 550 0.1017 97 50 7990 11243 13405 1 12812 15673 17575 1 6421 7543 8288 1 13888 16313 17925 1 600 0.0312 30 33 638 978 1204 1, 2 881 1175 1370 1, 2 283 359 410 1, 2 596 757 865 1, 2 600 0.0346 33 33 774 1178 1447 1 1086 1438 1672 1 366 462 526 1 778 982 1117 1 600 0.0451 43 33 1268 1896 2313 1 1856 2408 2774 1 696 862 972 1 1501 1859 2097 1 600 0.0566 54 50 2860 4207 5101 1 4302 5486 6273 1 1765 2152 2409 1 3818 4654 5210 1 600 0.0713 68 50 4276 6182 7449 1 6599 8275 9389 1 2935 3524 3915 1 6347 7621 8467 1 600 0.1017 97 50 7988 11240 13401 1 12808 15668 17569 1 6299 7399 8130 1 13623 16002 17583 1 600 0.1242 118 50 11392 15784 18703 1 18650 22513 25081 1 9616 11165 12195 1 20797 24147 26374 1 800 0.0451 43 33 1266 1892 2309 1853 2403 2769 603 747 843 1302 1613 18198000.0566 54 50 2855 4200 5093 4295 5477 6263 1573 1918 2147 3402 4148 4643 800 0.0713 68 50 4270 6173 7438 6589 8263 9375 2669 3205 3561 5772 6931 7701 800 0.1017 97 50 7978 11226 13384 12792 15649 17547 5859 6882 7562 12671 14883 163548000.1242 118 50 11379 15766 18682 18629 22488 25052 9028 10482 11449 19524 22670 24760 1000 0.0566 54 50 2851 4194 5086 4288 5469 6254 1405 1713 1917 3038 3704 414610000.0713 68 50 4264 6165 7428 6580 8252 9363 2437 2926 3251 5270 6327 703010000.1017 97 50 7969 11213 13369 12778 15631 17528 5474 6430 7065 11839 13906 1528010000.1242 118 50 11368 15751 18663 18610 22466 25027 8515 9887 10798 18416 21383 23354 1200 0.0713 68 50 4259 6158 7419 6573 8243 9352 2227 2674 2971 4817 5784 642612000.1017 97 50 7961 11202 13356 12765 15616 17511 5128 6024 6619 11091 13028 1431512000.1242 118 50 11358 15737 18647 18594 22446 25005 8055 9352 10215 17420 20227 22091 1400 0.0713 68 50 4255 6151 7411 6566 8234 9342 2035 2444 2715 4401 5285 587214000.1017 97 50 7954 11192 13344 12754 15602 17495 4811 5651 6210 10405 12223 1343014000.1242 118 50 11349 15724 18631 18579 22427 24985 7633 8863 9680 16509 19168 20936 1600 0.1017 97 50 7947 11183 13333 12743 15589 17480 4517 5306 5830 9769 11475 1260916000.1242 118 50 11340 15712 18617 18565 22410 24966 7242 8409 9184 15663 18187 19864 www.SSMA.com 61Complies With 2009, 2012 and 2015 IBC Table Notes Ceiling/Soffit Table Notes & Bracing Details Ceiling Joist Lateral Bracing Anchor Brace at End Ceiling Joist Blocking Lateral Bracing 1. Values are for simple span conditions. 2. For unbraced sections, allowable moment is based on the AISI S100 Section C3.1.2 with unbraced length assumed to be the listed span. For mid-span braced sections, allowable moment is based on AISI S100 Section C3.1.2 with unbraced length assumed to be half of the listed span. 3. Web crippling check is based on 1" of bearing at end supports. 4. For spans listed with "e", web stiffeners are required at end reactions. 5. Web crippling and shear capacity have not been reduced for punchouts. If web punchouts occur near supports, members must be checked for reduced shear and web crippling in accordance with the AISI S100. 6. Listed loads are total loads and have not been modified for strength or deflection calculations. 7. Allowable spans apply to pressures acting upwards or downwards on the surface of the ceiling/soffit. 8. See page 5 for additional table notes. General Note: All connections should be designed by a licensed design professional. www.SSMA.com62 Copyright © 2015 by the SSMA Ceiling/Soffit Spans (S-Sections) Interior Allowable Ceiling/Soffit Spans (S-Sections) - L/240 Section Fy (ksi) 4 psf 6 psf 13 psf * Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 162S125-18 33 7' 3" 6' 7" 5' 10" 8' 6" 7' 8" 6' 7" 6' 5" 5' 10" 5' 1" 7' 4" 6' 7" 5' 9" 5' 0" 4' 5" 3' 9" 5' 7" 4' 10" 3' 11" 162S125-27 33 8' 7" 7' 11" 7' 1" 9' 8" 8' 10" 7' 8" 7' 8" 7' 1" 6' 3" 8' 6" 7' 8" 6' 8" 6' 1" 5' 6" 4' 9" 6' 6" 5' 11" 5' 2" 162S125-30 33 9' 0" 8' 3" 7' 4" 10' 0" 9' 1" 7' 11" 8' 0" 7' 4" 6' 7" 8' 9" 7' 11" 6' 11" 6' 5" 5' 10" 5' 0" 6' 9" 6' 1" 5' 4" 162S125-33 33 9' 6" 8' 8" 7' 8" 10' 4" 9' 5" 8' 2" 8' 4" 7' 8" 6' 10" 9' 0" 8' 2" 7' 2" 6' 8" 6' 1" 5' 4" 7' 0" 6' 4" 5' 6" 162S137-27 33 9' 11" 9' 2" 8' 0" 10' 1" 9' 2" 8' 0" 8' 10" 8' 0" 7' 0" 8' 10" 8' 0" 7' 0" 6' 10" 6' 2" 5' 5" 6' 10" 6' 2" 5' 5" 162S137-30 33 10' 4" 9' 6" 8' 3" 10' 5" 9' 6" 8' 3" 9' 1" 8' 3" 7' 3" 9' 1" 8' 3" 7' 3" 7' 0" 6' 5" 5' 7" 7' 0" 6' 5" 5' 7" 162S137-33 33 10' 9" 9' 9" 8' 7" 10' 9" 9' 9" 8' 7" 9' 5" 8' 7" 7' 6" 9' 5" 8' 7" 7' 6" 7' 3" 6' 7" 5' 9" 7' 3" 6' 7" 5' 9" 250S125-18 33 8' 5" 7' 9" 6' 11" 11' 7" 10' 6" 9' 1" 7' 6" 6' 11" 6' 2" 10' 1" 9' 1" 7' 8" 6' 0" 5' 6" 4' 10"e 7' 5" 6' 3"e 5' 2"e250S125-27 33 9' 8" 8' 11" 8' 0" 13' 5" 12' 2" 10' 7" 8' 8" 8' 0" 7' 2" 11' 8" 10' 7" 9' 3" 7' 0" 6' 6" 5' 9" 9' 0" 8' 2" 6' 10" 250S125-30 33 10' 1" 9' 3" 8' 3" 13' 10" 12' 7" 10' 11" 9' 0" 8' 3" 7' 5" 12' 1" 10' 11" 9' 7" 7' 3" 6' 8" 6' 0" 9' 4" 8' 5" 7' 3" 250S125-33 33 10' 6" 9' 8" 8' 7" 14' 3" 13' 0" 11' 4" 9' 4" 8' 7" 7' 8" 12' 6" 11' 4" 9' 11" 7' 6" 6' 11" 6' 2" 9' 7" 8' 9" 7' 7" 250S125-43 33 11' 9" 10' 10" 9' 7" 15' 6" 14' 1" 12' 4" 10' 5" 9' 7" 8' 6" 13' 7" 12' 4" 10' 9" 8' 4" 7' 8" 6' 10" 10' 6" 9' 6" 8' 4" 250S137-27 33 11' 0" 10' 2" 9' 2" 14' 0" 12' 9" 11' 1" 9' 10" 9' 2" 8' 2" 12' 3" 11' 1" 9' 9" 8' 0" 7' 5" 6' 8" 9' 6" 8' 7" 7' 6" 250S137-30 33 11' 5" 10' 6" 9' 5" 14' 5" 13' 2" 11' 6" 10' 2" 9' 5" 8' 5" 12' 8" 11' 6" 10' 0" 8' 3" 7' 8" 6' 10" 9' 9" 8' 10" 7' 9" 250S137-33 33 11' 10" 10' 11" 9' 9" 14' 11" 13' 7" 11' 10" 10' 7" 9' 9" 8' 9" 13' 1" 11' 10" 10' 4" 8' 7" 7' 11" 7' 1" 10' 1" 9' 2" 8' 0" 250S137-43 33 13' 3" 12' 2" 10' 10" 16' 3" 14' 9" 12' 11" 11' 9" 10' 10" 9' 7" 14' 2" 12' 11" 11' 3" 9' 5" 8' 8" 7' 9" 10' 11" 9' 11" 8' 8" 250S162-33 33 13' 6" 12' 5" 11' 2" 15' 8" 14' 3" 12' 5" 12' 1" 11' 2" 10' 0" 13' 8" 12' 5" 10' 10" 9' 10" 9' 1" 8' 1" 10' 7" 9' 7" 8' 5" 250S162-43 33 15' 0" 13' 9" 12' 3" 17' 1" 15' 6" 13' 6" 13' 4" 12' 3" 10' 11" 14' 11" 13' 6" 11' 10" 10' 9" 9' 11" 8' 10" 11' 6" 10' 5" 9' 2" 350S125-18 33 9' 2" 8' 6" 7' 6" 12' 6" 11' 5" 9' 11" 8' 3" 7' 6" 6' 8" 11' 0" 9' 11" 8' 5"e 6' 6" 5' 11"e 5' 3"e 8' 2"e 7' 2"e 6' 0"e350S125-27 33 10' 7" 9' 9" 8' 9" 14' 11" 13' 9" 12' 3" 9' 5" 8' 9" 7' 9" 13' 4" 12' 3" 10' 7" 7' 7" 7' 1" 6' 4" 10' 4" 9' 3" 7' 9" 350S125-30 33 10' 11" 10' 1" 9' 0" 15' 5" 14' 2" 12' 9" 9' 9" 9' 0" 8' 1" 13' 9" 12' 9" 11' 2" 7' 11" 7' 3" 6' 6" 10' 11" 9' 9" 8' 3" 350S125-33 33 11' 4" 10' 5" 9' 4" 16' 0" 14' 9" 13' 2" 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 9" 8' 2" 7' 7" 6' 9" 11' 5" 10' 4" 8' 10" 350S125-43 33 12' 7" 11' 7" 10' 4" 17' 7" 16' 3" 14' 6" 11' 2" 10' 4" 9' 2" 15' 8" 14' 6" 12' 11" 9' 0" 8' 3" 7' 5" 12' 7" 11' 6" 10' 1" 350S137-27 33 11' 11" 11' 0" 9' 11" 17' 0" 15' 9" 14' 1" 10' 8" 9' 11" 8' 11" 15' 3" 14' 1" 12' 4" 8' 8" 8' 1" 7' 3" 11' 11" 10' 7" 8' 11"e 350S137-30 33 12' 4" 11' 5" 10' 3" 17' 7" 16' 3" 14' 7" 11' 0" 10' 3" 9' 2" 15' 9" 14' 7" 12' 10" 9' 0" 8' 4" 7' 6" 12' 6" 11' 3" 9' 6" 350S137-33 33 12' 9" 11' 10" 10' 7" 18' 2" 16' 9" 15' 1" 11' 5" 10' 7" 9' 6" 16' 3" 15' 1" 13' 4" 9' 3" 8' 7" 7' 8" 13' 0" 11' 9" 10' 0" 350S137-43 33 14' 2" 13' 0" 11' 7" 19' 10" 18' 4" 16' 5" 12' 7" 11' 7" 10' 4" 17' 9" 16' 5" 14' 7" 10' 2" 9' 4" 8' 5" 14' 2" 12' 11" 11' 3" 350S162-33 33 14' 6" 13' 5" 12' 1" 20' 3" 18' 5" 16' 1" 13' 0" 12' 1" 10' 10" 17' 9" 16' 1" 14' 1" 10' 7" 9' 10" 8' 10" 13' 8" 12' 5" 10' 10" 350S162-43 33 16' 0" 14' 9" 13' 2" 22' 1" 20' 0" 17' 6" 14' 3" 13' 2" 11' 9" 19' 3" 17' 6" 15' 3" 11' 6" 10' 8" 9' 7" 14' 11" 13' 6" 11' 10" 362S125-18 33 9' 3" 8' 7" 7' 7" 12' 8" 11' 7" 10' 0" 8' 4" 7' 7" 6' 9" 11' 1" 10' 0" 8' 6"e 6' 7" 6' 0"e 5' 4"e 8' 3"e 7' 4"e 6' 1"e362S125-27 33 10' 8" 9' 10" 8' 10" 15' 0" 13' 11" 12' 4" 9' 6" 8' 10" 7' 10" 13' 5" 12' 4" 10' 9" 7' 8" 7' 1" 6' 5" 10' 5" 9' 4" 7' 11" 362S125-30 33 11' 0" 10' 2" 9' 1" 15' 6" 14' 4" 12' 10" 9' 10" 9' 1" 8' 2" 13' 11" 12' 10" 11' 4" 8' 0" 7' 4" 6' 7" 11' 0" 9' 11" 8' 5" 362S125-33 33 11' 5" 10' 7" 9' 5" 16' 2" 14' 10" 13' 3" 10' 3" 9' 5" 8' 5" 14' 5" 13' 3" 11' 10" 8' 3" 7' 8" 6' 10" 11' 7" 10' 6" 9' 0" 362S125-43 33 12' 8" 11' 8" 10' 5" 17' 9" 16' 5" 14' 8" 11' 3" 10' 5" 9' 3" 15' 10" 14' 8" 13' 0" 9' 1" 8' 4" 7' 6" 12' 9" 11' 8" 10' 2" 362S137-27 33 12' 0" 11' 2" 10' 0" 17' 2" 15' 11" 14' 3" 10' 10" 10' 0" 9' 0" 15' 5" 14' 3" 12' 6" 8' 9" 8' 2" 7' 4" 12' 1" 10' 9" 9' 1"e 362S137-30 33 12' 5" 11' 6" 10' 4" 17' 8" 16' 5" 14' 8" 11' 2" 10' 4" 9' 3" 15' 10" 14' 8" 13' 0" 9' 1" 8' 5" 7' 6" 12' 8" 11' 5" 9' 8" 362S137-33 33 12' 11" 11' 11" 10' 8" 18' 4" 16' 11" 15' 2" 11' 6" 10' 8" 9' 7" 16' 5" 15' 2" 13' 6" 9' 4" 8' 8" 7' 9" 13' 2" 11' 11" 10' 2" 362S137-43 33 14' 3" 13' 2" 11' 8" 20' 0" 18' 6" 16' 7" 12' 8" 11' 8" 10' 5" 17' 11" 16' 7" 14' 9" 10' 3" 9' 5" 8' 6" 14' 5" 13' 2" 11' 5" 362S162-33 33 14' 8" 13' 7" 12' 2" 20' 10" 18' 11" 16' 6" 13' 2" 12' 2" 10' 11" 18' 2" 16' 6" 14' 5" 10' 8" 9' 11" 8' 11" 14' 1" 12' 9" 11' 2" 362S162-43 33 16' 2" 14' 11" 13' 4" 22' 8" 20' 7" 18' 0" 14' 5" 13' 4" 11' 11" 19' 10" 18' 0" 15' 9" 11' 8" 10' 9" 9' 8" 15' 4" 13' 11" 12' 2" 400S125-18 33 9' 6"e 8' 9"e 7' 10"e 13' 0"e 11' 11"e 10' 5"e 8' 6"e 7' 10"e 6' 11"e 11' 6"e 10' 5"e 8' 11"e 6' 9"e 6' 2"e 5' 6"e 8' 7"e 7' 8"e 6' 5"e400S125-27 33 10' 11" 10' 1" 9' 1" 15' 5" 14' 3" 12' 9" 9' 9" 9' 1" 8' 1" 13' 10" 12' 9" 11' 2" 7' 11" 7' 4" 6' 7" 10' 10" 9' 9" 8' 3" 400S125-30 33 11' 4" 10' 5" 9' 4" 16' 0" 14' 9" 13' 2" 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 9" 8' 2" 7' 7" 6' 9" 11' 5" 10' 4" 8' 9" 400S125-33 33 11' 9" 10' 10" 9' 8" 16' 7" 15' 3" 13' 8" 10' 6" 9' 8" 8' 8" 14' 9" 13' 8" 12' 2" 8' 6" 7' 10" 7' 0" 11' 11" 10' 11" 9' 4" 400S125-43 33 13' 0" 12' 0" 10' 8" 18' 3" 16' 10" 15' 0" 11' 7" 10' 8" 9' 6" 16' 3" 15' 0" 13' 5" 9' 4" 8' 7" 7' 8" 13' 1" 12' 0" 10' 7" 400S137-27 33 12' 4" 11' 5" 10' 3" 17' 7" 16' 4" 14' 8" 11' 1" 10' 3" 9' 2" 15' 10" 14' 8" 13' 0" 9' 0" 8' 4" 7' 6" 12' 7" 11' 3" 9' 6"e 400S137-30 33 12' 9" 11' 10" 10' 7" 18' 2" 16' 10" 15' 1" 11' 5" 10' 7" 9' 6" 16' 4" 15' 1" 13' 5" 9' 3" 8' 7" 7' 9" 13' 1" 11' 10" 10' 1" 400S137-33 33 13' 3" 12' 3" 10' 11" 18' 9" 17' 4" 15' 7" 11' 10" 10' 11" 9' 10" 16' 10" 15' 7" 13' 11" 9' 7" 8' 11" 8' 0" 13' 7" 12' 4" 10' 8" 400S137-43 33 14' 7" 13' 6" 12' 0" 20' 7" 19' 0" 17' 0" 13' 0" 12' 0" 10' 9" 18' 4" 17' 0" 15' 2" 10' 6" 9' 8" 8' 8" 14' 10" 13' 7" 11' 10" 400S162-33 33 15' 0" 13' 11" 12' 6" 21' 5" 19' 10" 17' 9" 13' 6" 12' 6" 11' 2" 19' 3" 17' 9" 15' 7" 10' 11" 10' 2" 9' 1" 15' 2" 13' 9" 11' 9" 400S162-43 33 16' 7" 15' 3" 13' 8" 23' 4" 21' 7" 19' 4" 14' 9" 13' 8" 12' 2" 20' 11" 19' 4" 16' 11" 11' 11" 11' 0" 9' 11" 16' 6" 15' 0" 13' 1" 600S125-27 33 12' 5"e 11' 6"e 10' 4"e 17' 11"e 16' 6"e 14' 9"e 11' 2"e 10' 4"e 9' 4"e 16' 0"e 14' 9"e 13' 2"e 9' 2"e 8' 6"e 7' 7"e 12' 11"e 11' 10"e 10' 4"e600S125-30 33 12' 9" 11' 10" 10' 8" 18' 5" 17' 1" 15' 3" 11' 6" 10' 8" 9' 7" 16' 7" 15' 3" 13' 8" 9' 5" 8' 9" 7' 10" 13' 4" 12' 4" 10' 11"e600S125-33 33 13' 2" 12' 3" 11' 0" 18' 11" 17' 7" 15' 10" 11' 10" 11' 0" 9' 10" 17' 0" 15' 10" 14' 2" 9' 8" 8' 11" 8' 1" 13' 10" 12' 9" 11' 5" 600S125-43 33 14' 6" 13' 4" 11' 11" 20' 6" 19' 0" 17' 0" 12' 11" 11' 11" 10' 8" 18' 4" 17' 0" 15' 3" 10' 5" 9' 8" 8' 8" 15' 0" 13' 11" 12' 6" 600S137-27 33 14' 0"e 13' 0"e 11' 9"e 20' 2"e 18' 8"e 16' 9"e 12' 7"e 11' 9"e 10' 6"e 18' 1"e 16' 9"e 15' 0"e 10' 4"e 9' 7"e 8' 7"e 14' 8"e 13' 7"e 11' 10"e 600S137-30 33 14' 5" 13' 4" 12' 0" 20' 10" 19' 3" 17' 3" 13' 0" 12' 0" 10' 10" 18' 8" 17' 3" 15' 6" 10' 7" 9' 10" 8' 10" 15' 2" 14' 0" 12' 5"e 600S137-33 33 14' 11" 13' 9" 12' 5" 21' 5" 19' 10" 17' 10" 13' 4" 12' 5" 11' 2" 19' 3" 17' 10" 16' 0" 10' 11" 10' 2" 9' 2" 15' 8" 14' 6" 12' 11"e 600S137-43 33 16' 3" 15' 0" 13' 5" 23' 1" 21' 5" 19' 3" 14' 6" 13' 5" 12' 0" 20' 9" 19' 3" 17' 4" 11' 9" 10' 11" 9' 10" 16' 11" 15' 9" 14' 2" 600S162-33 33 16' 11" 15' 8" 14' 1" 24' 5" 22' 8" 20' 5" 15' 2" 14' 1" 12' 8" 22' 0" 20' 5" 18' 5" 12' 5" 11' 7" 10' 5" 18' 0" 16' 8" 14' 9"e600S162-43 33 18' 5" 17' 0" 15' 3" 26' 4" 24' 4" 21' 11" 16' 6" 15' 3" 13' 8" 23' 8" 21' 11" 19' 9" 13' 5" 12' 5" 11' 2" 19' 4" 17' 11" 16' 0" *Loads that exceed 10 psf limit require an approved CP60 coating. "e" web stiffeners required at ends. See Table Notes and figures on page 61. www.SSMA.com 63Complies With 2009, 2012 and 2015 IBC Interior Allowable Ceiling/Soffit Spans (S-Sections) - L/360 Section Fy (ksi) 4 psf 6 psf 13 psf * Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 162S125-18 33 7' 3" 6' 7" 5' 10" 7' 5" 6' 9" 5' 11" 6' 5" 5' 10" 5' 1" 6' 6" 5' 11" 5' 1" 4' 11" 4' 5" 3' 9" 4' 11" 4' 6" 3' 10" 162S125-27 33 8' 6" 7' 8" 6' 9" 8' 6" 7' 8" 6' 9" 7' 5" 6' 9" 5' 10" 7' 5" 6' 9" 5' 10" 5' 9" 5' 2" 4' 6" 5' 9" 5' 2" 4' 6" 162S125-30 33 8' 9" 7' 11" 6' 11" 8' 9" 7' 11" 6' 11" 7' 8" 6' 11" 6' 1" 7' 8" 6' 11" 6' 1" 5' 11" 5' 4" 4' 8" 5' 11" 5' 4" 4' 8" 162S125-33 33 9' 0" 8' 2" 7' 2" 9' 0" 8' 2" 7' 2" 7' 11" 7' 2" 6' 3" 7' 11" 7' 2" 6' 3" 6' 1" 5' 6" 4' 10" 6' 1" 5' 6" 4' 10" 162S137-27 33 8' 10" 8' 0" 7' 0" 8' 10" 8' 0" 7' 0" 7' 9" 7' 0" 6' 2" 7' 9" 7' 0" 6' 2" 6' 0" 5' 5" 4' 9" 6' 0" 5' 5" 4' 9" 162S137-30 33 9' 1" 8' 3" 7' 3" 9' 1" 8' 3" 7' 3" 8' 0" 7' 3" 6' 4" 8' 0" 7' 3" 6' 4" 6' 2" 5' 7" 4' 11" 6' 2" 5' 7" 4' 11" 162S137-33 33 9' 5" 8' 7" 7' 6" 9' 5" 8' 7" 7' 6" 8' 3" 7' 6" 6' 6" 8' 3" 7' 6" 6' 6" 6' 4" 5' 9" 5' 1" 6' 4" 5' 9" 5' 1" 250S125-18 33 8' 5" 7' 9" 6' 11" 10' 3" 9' 3" 8' 1" 7' 6" 6' 11" 6' 2" 8' 11" 8' 1" 7' 0" 6' 0" 5' 6" 4' 10"e 6' 10" 6' 2"e 5' 2"e250S125-27 33 9' 8" 8' 11" 8' 0" 11' 9" 10' 8" 9' 4" 8' 8" 8' 0" 7' 2" 10' 3" 9' 4" 8' 1" 7' 0" 6' 6" 5' 9" 7' 11" 7' 2" 6' 3" 250S125-30 33 10' 1" 9' 3" 8' 3" 12' 1" 11' 0" 9' 7" 9' 0" 8' 3" 7' 5" 10' 7" 9' 7" 8' 5" 7' 3" 6' 8" 6' 0" 8' 2" 7' 5" 6' 5" 250S125-33 33 10' 6" 9' 8" 8' 7" 12' 6" 11' 4" 9' 11" 9' 4" 8' 7" 7' 8" 10' 11" 9' 11" 8' 8" 7' 6" 6' 11" 6' 2" 8' 5" 7' 8" 6' 8" 250S125-43 33 11' 9" 10' 10" 9' 7" 13' 7" 12' 4" 10' 9" 10' 5" 9' 7" 8' 6" 11' 10" 10' 9" 9' 5" 8' 4" 7' 8" 6' 10" 9' 2" 8' 4" 7' 3" 250S137-27 33 11' 0" 10' 2" 9' 2" 12' 3" 11' 1" 9' 9" 9' 10" 9' 2" 8' 2" 10' 8" 9' 9" 8' 6" 8' 0" 7' 5" 6' 7" 8' 3" 7' 6" 6' 7" 250S137-30 33 11' 5" 10' 6" 9' 5" 12' 8" 11' 6" 10' 0" 10' 2" 9' 5" 8' 5" 11' 0" 10' 0" 8' 9" 8' 3" 7' 8" 6' 9" 8' 6" 7' 9" 6' 9" 250S137-33 33 11' 10" 10' 11" 9' 9" 13' 1" 11' 10" 10' 4" 10' 7" 9' 9" 8' 9" 11' 5" 10' 4" 9' 1" 8' 7" 7' 11" 7' 0" 8' 10" 8' 0" 7' 0" 250S137-43 33 13' 3" 12' 2" 10' 10" 14' 2" 12' 11" 11' 3" 11' 9" 10' 10" 9' 7" 12' 5" 11' 3" 9' 10" 9' 5" 8' 8" 7' 7" 9' 7" 8' 8" 7' 7" 250S162-33 33 13' 6" 12' 5" 10' 10" 13' 8" 12' 5" 10' 10" 12' 0" 10' 10" 9' 6" 12' 0" 10' 10" 9' 6" 9' 3" 8' 5" 7' 4" 9' 3" 8' 5" 7' 4" 250S162-43 33 14' 11" 13' 6" 11' 10" 14' 11" 13' 6" 11' 10" 13' 0" 11' 10" 10' 4" 13' 0" 11' 10" 10' 4" 10' 1" 9' 2" 8' 0" 10' 1" 9' 2" 8' 0" 350S125-18 33 9' 2" 8' 6" 7' 6" 12' 6" 11' 5" 9' 11" 8' 3" 7' 6" 6' 8" 11' 0" 9' 11" 8' 5"e 6' 6" 5' 11"e 5' 3"e 8' 2"e 7' 2"e 6' 0"e350S125-27 33 10' 7" 9' 9" 8' 9" 14' 11" 13' 9" 12' 0" 9' 5" 8' 9" 7' 9" 13' 3" 12' 0" 10' 6" 7' 7" 7' 1" 6' 4" 10' 2" 9' 3" 7' 9" 350S125-30 33 10' 11" 10' 1" 9' 0" 15' 5" 14' 2" 12' 5" 9' 9" 9' 0" 8' 1" 13' 8" 12' 5" 10' 10" 7' 11" 7' 3" 6' 6" 10' 7" 9' 7" 8' 3" 350S125-33 33 11' 4" 10' 5" 9' 4" 16' 0" 14' 8" 12' 10" 10' 1" 9' 4" 8' 4" 14' 2" 12' 10" 11' 3" 8' 2" 7' 7" 6' 9" 10' 11" 9' 11" 8' 8" 350S125-43 33 12' 7" 11' 7" 10' 4" 17' 7" 16' 0" 13' 11" 11' 2" 10' 4" 9' 2" 15' 4" 13' 11" 12' 2" 9' 0" 8' 3" 7' 5" 11' 10" 10' 9" 9' 5" 350S137-27 33 11' 11" 11' 0" 9' 11" 15' 10" 14' 5" 12' 7" 10' 8" 9' 11" 8' 11" 13' 10" 12' 7" 11' 0" 8' 8" 8' 1" 7' 3" 10' 8" 9' 9" 8' 6" 350S137-30 33 12' 4" 11' 5" 10' 3" 16' 4" 14' 10" 13' 0" 11' 0" 10' 3" 9' 2" 14' 3" 13' 0" 11' 4" 9' 0" 8' 4" 7' 6" 11' 0" 10' 0" 8' 9" 350S137-33 33 12' 9" 11' 10" 10' 7" 16' 11" 15' 4" 13' 5" 11' 5" 10' 7" 9' 6" 14' 9" 13' 5" 11' 9" 9' 3" 8' 7" 7' 8" 11' 5" 10' 4" 9' 1" 350S137-43 33 14' 2" 13' 0" 11' 7" 18' 4" 16' 8" 14' 7" 12' 7" 11' 7" 10' 4" 16' 1" 14' 7" 12' 9" 10' 2" 9' 4" 8' 5" 12' 5" 11' 3" 9' 10" 350S162-33 33 14' 6" 13' 5" 12' 1" 17' 9" 16' 1" 14' 1" 13' 0" 12' 1" 10' 10" 15' 6" 14' 1" 12' 3" 10' 7" 9' 10" 8' 10" 11' 11" 10' 10" 9' 6" 350S162-43 33 16' 0" 14' 9" 13' 2" 19' 3" 17' 6" 15' 3" 14' 3" 13' 2" 11' 9" 16' 10" 15' 3" 13' 4" 11' 6" 10' 8" 9' 7" 13' 0" 11' 10" 10' 4" 362S125-18 33 9' 3" 8' 7" 7' 7" 12' 8" 11' 7" 10' 0" 8' 4" 7' 7" 6' 9" 11' 1" 10' 0" 8' 6"e 6' 7" 6' 0"e 5' 4"e 8' 3"e 7' 4"e 6' 1"e362S125-27 33 10' 8" 9' 10" 8' 10" 15' 0" 13' 11" 12' 4" 9' 6" 8' 10" 7' 10" 13' 5" 12' 4" 10' 9" 7' 8" 7' 1" 6' 5" 10' 5" 9' 4" 7' 11" 362S125-30 33 11' 0" 10' 2" 9' 1" 15' 6" 14' 4" 12' 9" 9' 10" 9' 1" 8' 2" 13' 11" 12' 9" 11' 2" 8' 0" 7' 4" 6' 7" 10' 10" 9' 10" 8' 5" 362S125-33 33 11' 5" 10' 7" 9' 5" 16' 2" 14' 10" 13' 2" 10' 3" 9' 5" 8' 5" 14' 5" 13' 2" 11' 6" 8' 3" 7' 8" 6' 10" 11' 3" 10' 2" 8' 11" 362S125-43 33 12' 8" 11' 8" 10' 5" 17' 9" 16' 5" 14' 4" 11' 3" 10' 5" 9' 3" 15' 9" 14' 4" 12' 6" 9' 1" 8' 4" 7' 6" 12' 2" 11' 1" 9' 8" 362S137-27 33 12' 0" 11' 2" 10' 0" 16' 3" 14' 9" 12' 11" 10' 10" 10' 0" 9' 0" 14' 3" 12' 11" 11' 3" 8' 9" 8' 2" 7' 4" 11' 0" 10' 0" 8' 9"e 362S137-30 33 12' 5" 11' 6" 10' 4" 16' 10" 15' 3" 13' 4" 11' 2" 10' 4" 9' 3" 14' 8" 13' 4" 11' 8" 9' 1" 8' 5" 7' 6" 11' 4" 10' 4" 9' 0" 362S137-33 33 12' 11" 11' 11" 10' 8" 17' 4" 15' 9" 13' 9" 11' 6" 10' 8" 9' 7" 15' 2" 13' 9" 12' 0" 9' 4" 8' 8" 7' 9" 11' 9" 10' 8" 9' 4" 362S137-43 33 14' 3" 13' 2" 11' 8" 18' 11" 17' 2" 15' 0" 12' 8" 11' 8" 10' 5" 16' 6" 15' 0" 13' 1" 10' 3" 9' 5" 8' 6" 12' 9" 11' 7" 10' 1" 362S162-33 33 14' 8" 13' 7" 12' 2" 18' 2" 16' 6" 14' 5" 13' 2" 12' 2" 10' 11" 15' 11" 14' 5" 12' 7" 10' 8" 9' 11" 8' 11" 12' 3" 11' 2" 9' 9" 362S162-43 33 16' 2" 14' 11" 13' 4" 19' 10" 18' 0" 15' 9" 14' 5" 13' 4" 11' 11" 17' 3" 15' 9" 13' 9" 11' 8" 10' 9" 9' 8" 13' 4" 12' 2" 10' 7" 400S125-18 33 9' 6"e 8' 9"e 7' 10"e 13' 0"e 11' 11"e 10' 5"e 8' 6"e 7' 10"e 6' 11"e 11' 6"e 10' 5"e 8' 11"e 6' 9"e 6' 2"e 5' 6"e 8' 7"e 7' 8"e 6' 5"e400S125-27 33 10' 11" 10' 1" 9' 1" 15' 5" 14' 3" 12' 9" 9' 9" 9' 1" 8' 1" 13' 10" 12' 9" 11' 2" 7' 11" 7' 4" 6' 7" 10' 10" 9' 9" 8' 3" 400S125-30 33 11' 4" 10' 5" 9' 4" 16' 0" 14' 9" 13' 2" 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 9" 8' 2" 7' 7" 6' 9" 11' 5" 10' 4" 8' 9" 400S125-33 33 11' 9" 10' 10" 9' 8" 16' 7" 15' 3" 13' 8" 10' 6" 9' 8" 8' 8" 14' 9" 13' 8" 12' 2" 8' 6" 7' 10" 7' 0" 11' 11" 10' 11" 9' 4" 400S125-43 33 13' 0" 12' 0" 10' 8" 18' 3" 16' 10" 15' 0" 11' 7" 10' 8" 9' 6" 16' 3" 15' 0" 13' 5" 9' 4" 8' 7" 7' 8" 13' 1" 12' 0" 10' 6" 400S137-27 33 12' 4" 11' 5" 10' 3" 17' 7" 16' 0" 13' 11" 11' 1" 10' 3" 9' 2" 15' 4" 13' 11" 12' 2" 9' 0" 8' 4" 7' 6" 11' 10" 10' 9" 9' 5"e 400S137-30 33 12' 9" 11' 10" 10' 7" 18' 2" 16' 6" 14' 5" 11' 5" 10' 7" 9' 6" 15' 10" 14' 5" 12' 7" 9' 3" 8' 7" 7' 9" 12' 3" 11' 1" 9' 9" 400S137-33 33 13' 3" 12' 3" 10' 11" 18' 9" 17' 0" 14' 11" 11' 10" 10' 11" 9' 10" 16' 5" 14' 11" 13' 0" 9' 7" 8' 11" 8' 0" 12' 8" 11' 6" 10' 1" 400S137-43 33 14' 7" 13' 6" 12' 0" 20' 5" 18' 6" 16' 2" 13' 0" 12' 0" 10' 9" 17' 10" 16' 2" 14' 2" 10' 6" 9' 8" 8' 8" 13' 9" 12' 6" 10' 11" 400S162-33 33 15' 0" 13' 11" 12' 6" 19' 8" 17' 10" 15' 7" 13' 6" 12' 6" 11' 2" 17' 2" 15' 7" 13' 7" 10' 11" 10' 2" 9' 1" 13' 3" 12' 0" 10' 6" 400S162-43 33 16' 7" 15' 3" 13' 8" 21' 4" 19' 5" 16' 11" 14' 9" 13' 8" 12' 2" 18' 8" 16' 11" 14' 10" 11' 11" 11' 0" 9' 11" 14' 5" 13' 1" 11' 5" 600S125-27 33 12' 5"e 11' 6"e 10' 4"e 17' 11"e 16' 6"e 14' 9"e 11' 2"e 10' 4"e 9' 4"e 16' 0"e 14' 9"e 13' 2"e 9' 2"e 8' 6"e 7' 7"e 12' 11"e 11' 10"e 10' 4"e600S125-30 33 12' 9" 11' 10" 10' 8" 18' 5" 17' 1" 15' 3" 11' 6" 10' 8" 9' 7" 16' 7" 15' 3" 13' 8" 9' 5" 8' 9" 7' 10" 13' 4" 12' 4" 10' 11"e600S125-33 33 13' 2" 12' 3" 11' 0" 18' 11" 17' 7" 15' 10" 11' 10" 11' 0" 9' 10" 17' 0" 15' 10" 14' 2" 9' 8" 8' 11" 8' 1" 13' 10" 12' 9" 11' 5" 600S125-43 33 14' 6" 13' 4" 11' 11" 20' 6" 19' 0" 17' 0" 12' 11" 11' 11" 10' 8" 18' 4" 17' 0" 15' 3" 10' 5" 9' 8" 8' 8" 15' 0" 13' 11" 12' 6" 600S137-27 33 14' 0"e 13' 0"e 11' 9"e 20' 2"e 18' 8"e 16' 9"e 12' 7"e 11' 9"e 10' 6"e 18' 1"e 16' 9"e 15' 0"e 10' 4"e 9' 7"e 8' 7"e 14' 8"e 13' 7"e 11' 10"e 600S137-30 33 14' 5" 13' 4" 12' 0" 20' 10" 19' 3" 17' 3" 13' 0" 12' 0" 10' 10" 18' 8" 17' 3" 15' 6" 10' 7" 9' 10" 8' 10" 15' 2" 14' 0" 12' 5"e 600S137-33 33 14' 11" 13' 9" 12' 5" 21' 5" 19' 10" 17' 10" 13' 4" 12' 5" 11' 2" 19' 3" 17' 10" 16' 0" 10' 11" 10' 2" 9' 2" 15' 8" 14' 6" 12' 11"e 600S137-43 33 16' 3" 15' 0" 13' 5" 23' 1" 21' 5" 19' 3" 14' 6" 13' 5" 12' 0" 20' 9" 19' 3" 17' 4" 11' 9" 10' 11" 9' 10" 16' 11" 15' 9" 14' 2" 600S162-33 33 16' 11" 15' 8" 14' 1" 24' 5" 22' 8" 20' 5" 15' 2" 14' 1" 12' 8" 22' 0" 20' 5" 18' 5" 12' 5" 11' 7" 10' 5" 18' 0" 16' 6" 14' 5"e600S162-43 33 18' 5" 17' 0" 15' 3" 26' 4" 24' 4" 21' 11" 16' 6" 15' 3" 13' 8" 23' 8" 21' 11" 19' 9" 13' 5" 12' 5" 11' 2" 19' 4" 17' 11" 15' 9" *Loads that exceed 10 psf limit require an approved CP60 coating. "e" web stiffeners required at ends. See Table Notes and figures on page 61. Ceiling/Soffit Spans (S-Sections) www.SSMA.com64 Copyright © 2015 by the SSMA Ceiling/Soffit Spans (S-Sections) Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L/240 Section Fy (ksi) 20 psf 25 psf 30 psf Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 250S137-33 33 7' 7" 7' 0" 6' 2" 8' 9" 7' 11" 6' 11" 7' 2" 6' 7" 5' 9" 8' 1" 7' 4" 6' 5" 6' 9" 6' 2" 5' 4" 7' 8" 6' 11" 5' 10" e250S137-43 33 8' 4" 7' 8" 6' 10" 9' 6" 8' 7" 7' 6" 7' 10" 7' 2" 6' 4" 8' 10" 8' 0" 7' 0" 7' 5" 6' 10" 5' 11" 8' 3" 7' 6" 6' 7" 250S137-54 50 9' 1" 8' 4" 7' 5" 10' 2" 9' 3" 8' 1" 8' 6" 7' 10" 7' 0" 9' 5" 8' 7" 7' 6" 8' 1" 7' 5" 6' 8" 8' 10" 8' 1" 7' 0" 250S137-68 50 10' 1" 9' 2" 8' 2" 10' 10" 9' 10" 8' 7" 9' 5" 8' 7" 7' 8" 10' 0" 9' 1" 8' 0" 8' 11" 8' 2" 7' 3" 9' 5" 8' 7" 7' 6" 250S162-33 33 8' 9" 8' 0" 7' 0" 9' 2" 8' 4" 7' 3" 8' 2" 7' 5" 6' 5" 8' 6" 7' 9" 6' 9" 7' 8" 7' 0" 5' 11" e 8' 0" 7' 3" 6' 3" e250S162-43 33 9' 6" 8' 9" 7' 8" 10' 0" 9' 1" 7' 11" 8' 11" 8' 2" 7' 1" 9' 3" 8' 5" 7' 4" 8' 5" 7' 8" 6' 7" 8' 8" 7' 11" 6' 11" 250S162-54 50 10' 4" 9' 6" 8' 6" 10' 8" 9' 8" 8' 6" 9' 8" 8' 11" 7' 10" 9' 11" 9' 0" 7' 10" 9' 2" 8' 6" 7' 5" 9' 4" 8' 6" 7' 5" 250S162-68 50 11' 4" 10' 4" 9' 0" 11' 5" 10' 4" 9' 0" 10' 7" 9' 7" 8' 5" 10' 7" 9' 7" 8' 5" 9' 11" 9' 0" 7' 11" 9' 11" 9' 0" 7' 11" 250S200-33 33 9' 8" 8' 10" 7' 7" 9' 8" 8' 10" 7' 8" 9' 0" 8' 2" 6' 11" e 9' 0" 8' 2" 7' 2" e 8' 6" 7' 7" 6' 5" e 8' 6" 7' 8" 6' 7" e 250S200-43 33 10' 7" 9' 7" 8' 4" 10' 7" 9' 7" 8' 4" 9' 10" 8' 11" 7' 9" 9' 10" 8' 11" 7' 9" 9' 3" 8' 4" 7' 4" 9' 3" 8' 4" 7' 4" 250S200-54 50 11' 4" 10' 3" 9' 0" 11' 4" 10' 3" 9' 0" 10' 6" 9' 6" 8' 4" 10' 6" 9' 6" 8' 4" 9' 10" 9' 0" 7' 10" 9' 10" 9' 0" 7' 10" 250S200-68 50 12' 1" 11' 0" 9' 7" 12' 1" 11' 0" 9' 7" 11' 3" 10' 2" 8' 11" 11' 3" 10' 2" 8' 11" 10' 7" 9' 7" 8' 4" 10' 7" 9' 7" 8' 4" 362S137-33 33 8' 4" 7' 9" 6' 11" 11' 4" 10' 1" 8' 6" e 7' 10" 7' 3" 6' 6" 10' 4" 9' 2" 7' 8" e 7' 6" 6' 11" 6' 2" e 9' 7" 8' 6" e 7' 1" e362S137-43 33 9' 1" 8' 5" 7' 6" 12' 6" 11' 4" 9' 8" 8' 7" 7' 11" 7' 1" 11' 7" 10' 5" 8' 10" 8' 2" 7' 6" 6' 9" 10' 10" 9' 8" 8' 2" 362S137-54 50 9' 10" 9' 1" 8' 1" 13' 6" 12' 4" 10' 9" 9' 3" 8' 6" 7' 7" 12' 7" 11' 5" 10' 0" 8' 9" 8' 1" 7' 3" 11' 10" 10' 9" 9' 5" 362S137-68 50 10' 9" 9' 11" 8' 10" 14' 6" 13' 2" 11' 6" 10' 1" 9' 3" 8' 3" 13' 5" 12' 2" 10' 8" 9' 7" 8' 10" 7' 10" 12' 8" 11' 6" 10' 0" 362S162-33 33 9' 6" 8' 10" 7' 10" 12' 2" 11' 1" 9' 3" e 9' 0" 8' 4" 7' 4" e 11' 4" 10' 1" e 8' 4" e 8' 7" 7' 11" 6' 11" e 10' 6" 9' 3" e 7' 8" e 362S162-43 33 10' 4" 9' 7" 8' 7" 13' 3" 12' 0" 10' 6" 9' 9" 9' 0" 8' 0" 12' 4" 11' 2" 9' 8" 9' 3" 8' 7" 7' 7" 11' 7" 10' 6" 8' 11" 362S162-54 50 11' 2" 10' 4" 9' 3" 14' 2" 12' 11" 11' 3" 10' 6" 9' 8" 8' 8" 13' 2" 12' 0" 10' 6" 10' 0" 9' 3" 8' 3" 12' 5" 11' 3" 9' 10" 362S162-68 50 12' 2" 11' 3" 10' 0" 15' 2" 13' 10" 12' 1" 11' 5" 10' 6" 9' 5" 14' 1" 12' 10" 11' 2" 10' 10" 10' 0" 8' 11" 13' 3" 12' 1" 10' 6" 362S200-33 33 11' 0" 10' 1" 8' 10" e 12' 10" 11' 8" 9' 10" e 10' 4" 9' 5" 8' 1" e 11' 11" 10' 9" e 8' 9" e 9' 9" 8' 10" e 7' 6" e 11' 3" e 9' 10" e 8' 0" e 362S200-43 33 12' 0" 11' 2" 9' 11" 14' 0" 12' 9" 11' 1" 11' 4" 10' 6" 9' 2" 13' 0" 11' 10" 10' 4" 10' 9" 9' 11" 8' 8" 12' 3" 11' 1" 9' 8" e362S200-54 50 12' 11" 11' 11" 10' 9" 15' 0" 13' 8" 11' 11" 12' 2" 11' 3" 10' 1" 13' 11" 12' 8" 11' 1" 11' 7" 10' 9" 9' 7" 13' 1" 11' 11" 10' 5" 362S200-68 50 14' 1" 12' 11" 11' 7" 16' 1" 14' 7" 12' 9" 13' 2" 12' 2" 10' 10" 14' 11" 13' 7" 11' 10" 12' 6" 11' 7" 10' 4" 14' 0" 12' 9" 11' 2" 400S137-33 33 8' 7" 7' 11" 7' 1" 11' 9" 10' 6" 8' 11" e 8' 1" 7' 6" 6' 8" e 10' 10" 9' 7" 8' 1" e 7' 8" 7' 1" 6' 4" e 10' 0" 8' 11" e 7' 5" e400S137-43 33 9' 4" 8' 7" 7' 9" 13' 0" 11' 9" 10' 1" 8' 9" 8' 1" 7' 3" 12' 0" 10' 10" 9' 3" 8' 4" 7' 9" 6' 11" 11' 3" 10' 1" 8' 6" 400S137-54 50 10' 1" 9' 4" 8' 4" 14' 3" 13' 2" 11' 7" 9' 6" 8' 9" 7' 10" 13' 5" 12' 4" 10' 9" 9' 0" 8' 4" 7' 5" 12' 9" 11' 7" 10' 2" 400S137-68 50 11' 0" 10' 2" 9' 0" 15' 4" 14' 2" 12' 5" 10' 4" 9' 6" 8' 5" 14' 5" 13' 2" 11' 6" 9' 10" 9' 0" 8' 0" 13' 8" 12' 5" 10' 10" 400S162-33 33 9' 9" 9' 1" 8' 1" 13' 1" 11' 7" 9' 9" e 9' 2" 8' 6" 7' 7" e 11' 11" 10' 7" e 8' 10" e 8' 9" 8' 1" 7' 2" e 11' 0" e 9' 9" e 8' 1" e 400S162-43 33 10' 7" 9' 10" 8' 10" 14' 4" 13' 0" 11' 2" 10' 0" 9' 3" 8' 3" 13' 3" 12' 0" 10' 2" 9' 6" 8' 10" 7' 10" 12' 6" 11' 2" 9' 5" e 400S162-54 50 11' 6" 10' 7" 9' 6" 15' 4" 13' 11" 12' 2" 10' 9" 10' 0" 8' 11" 14' 3" 12' 11" 11' 3" 10' 3" 9' 6" 8' 6" 13' 5" 12' 2" 10' 7" 400S162-68 50 12' 6" 11' 6" 10' 3" 16' 5" 14' 11" 13' 0" 11' 9" 10' 9" 9' 7" 15' 3" 13' 10" 12' 1" 11' 1" 10' 3" 9' 2" 14' 4" 13' 0" 11' 4" 400S200-33 33 11' 4" 10' 5" 9' 2" e 13' 10" 12' 5" e 10' 4" e 10' 8" 9' 9" 8' 5" e 12' 10" 11' 3" e 9' 3" e 10' 1" 9' 2" e 7' 10" e 11' 10" e 10' 4" e 8' 6" e400S200-43 33 12' 4" 11' 5" 10' 2" 15' 1" 13' 8" 12' 0" 11' 7" 10' 9" 9' 6" 14' 0" 12' 9" 11' 1" e 11' 1" 10' 2" 9' 0" 13' 2" 12' 0" 10' 3" e400S200-54 50 13' 3" 12' 3" 11' 0" 16' 2" 14' 8" 12' 10" 12' 6" 11' 6" 10' 4" 15' 0" 13' 8" 11' 11" 11' 10" 11' 0" 9' 10" 14' 2" 12' 10" 11' 3" 400S200-68 50 14' 5" 13' 3" 11' 10" 17' 4" 15' 9" 13' 9" 13' 6" 12' 6" 11' 2" 16' 1" 14' 7" 12' 9" 12' 10" 11' 10" 10' 7" 15' 2" 13' 9" 12' 0" 400S250-43 33 14' 0" 12' 11" 11' 4" 15' 11" 14' 5" 12' 7" 13' 2" 12' 1" 10' 5" 14' 9" 13' 5" 11' 6" e 12' 6" 11' 4" 9' 9" e 13' 11" 12' 7" 10' 6" e 400S250-54 50 15' 0" 13' 11" 12' 6" 17' 1" 15' 6" 13' 6" 14' 2" 13' 1" 11' 9" 15' 10" 14' 5" 12' 7" 13' 6" 12' 6" 11' 1" 14' 11" 13' 6" 11' 10" 400S250-68 50 16' 3" 15' 0" 13' 5" 18' 3" 16' 7" 14' 6" 15' 4" 14' 1" 12' 8" 17' 0" 15' 5" 13' 6" 14' 7" 13' 5" 12' 0" 16' 0" 14' 6" 12' 8" 600S137-33 33 9' 9" 9' 1" 8' 2" e 13' 11" 12' 9" e 11' 1" e 9' 3" 8' 7" 7' 8" e 13' 1" e 11' 10" e 10' 2" e 8' 10" 8' 2" e 7' 4" e 12' 4" e 11' 1" e 9' 6" e600S137-43 33 10' 6" 9' 9" 8' 9" 15' 2" 14' 0" 12' 5" 9' 11" 9' 2" 8' 3" 14' 3" 13' 2" 11' 6" e 9' 5" 8' 9" 7' 11" 13' 7" 12' 5" 10' 9" e 600S137-54 50 11' 3" 10' 5" 9' 4" 16' 1" 14' 11" 13' 5" 10' 7" 9' 10" 8' 10" 15' 2" 14' 1" 12' 8" 10' 1" 9' 4" 8' 5" 14' 6" 13' 5" 12' 1" 600S137-68 50 12' 2" 11' 3" 10' 0" 17' 2" 15' 11" 14' 3" 11' 5" 10' 7" 9' 5" 16' 2" 15' 0" 13' 5" 10' 10" 10' 0" 9' 0" 15' 5" 14' 3" 12' 10" 600S162-33 33 11' 2" 10' 4" 9' 4" e 16' 0" e 14' 8" e 12' 8" e 10' 6" 9' 9" e 8' 10" e 14' 11" e 13' 7" e 11' 7" e 10' 0" 9' 4" e 8' 5" e 14' 1" e 12' 8" e 10' 9" e600S162-43 33 12' 0" 11' 1" 10' 0" 17' 3" 15' 11" 13' 11" e 11' 4" 10' 6" 9' 5" 16' 2" 14' 10" 12' 10" e 10' 9" 10' 0" 9' 0" e 15' 4" 13' 11" e 12' 0" e600S162-54 50 12' 10" 11' 10" 10' 8" 18' 4" 17' 0" 15' 4" 12' 1" 11' 2" 10' 0" 17' 4" 16' 1" 14' 5" 11' 6" 10' 8" 9' 7" 16' 6" 15' 4" 13' 9" 600S162-68 50 13' 10" 12' 9" 11' 5" 19' 7" 18' 2" 16' 3" 13' 0" 12' 0" 10' 9" 18' 6" 17' 1" 15' 4" 12' 4" 11' 5" 10' 3" 17' 7" 16' 3" 14' 8" 600S200-33 33 12' 11" 12' 0" e 10' 10" e 17' 11" e 16' 2" e 13' 9" e 12' 2" 11' 4" e 10' 2" e 16' 6" e 14' 9" e 12' 6" e 11' 8" e 10' 10" e 9' 8" e 15' 5" e 13' 5" e 10' 11" e600S200-43 33 13' 10" 12' 10" 11' 7" 19' 10" 18' 1" 15' 8" e 13' 1" 12' 2" 10' 11" e 18' 6" 16' 9" e 14' 4" e 12' 6" 11' 7" 10' 5" e 17' 4" e 15' 8" e 13' 1" e600S200-54 50 14' 10" 13' 8" 12' 4" 21' 3" 19' 9" 17' 7" 13' 11" 12' 11" 11' 7" 20' 1" 18' 8" 16' 4" 13' 3" 12' 4" 11' 1" 19' 2" 17' 7" 15' 2" 600S200-68 50 15' 11" 14' 9" 13' 2" 22' 8" 21' 0" 18' 10" 15' 0" 13' 10" 12' 5" 21' 5" 19' 10" 17' 6" 14' 3" 13' 2" 11' 10" 20' 5" 18' 10" 16' 6" 600S250-43 33 15' 9" 14' 8" 13' 2" e 21' 7" 19' 7" e 16' 8" e 14' 11" 13' 10" 12' 5" e 20' 1" 17' 11" e 15' 1" e 14' 2" 13' 2" e 11' 10" e 18' 8" e 16' 5" e 13' 5" e 600S250-54 50 16' 10" 15' 7" 14' 0" 23' 3" 21' 1" 18' 5" 15' 10" 14' 8" 13' 3" 21' 7" 19' 7" 17' 1" 15' 1" 14' 0" 12' 7" 20' 3" 18' 5" 15' 7" 600S250-68 50 18' 1" 16' 8" 15' 0" 24' 11" 22' 8" 19' 9" 17' 0" 15' 9" 14' 1" 23' 2" 21' 0" 18' 4" 16' 2" 15' 0" 13' 5" 21' 9" 19' 9" 17' 3" 800S137-33 33 10' 7" e 9' 10" e 8' 9" e 15' 0" e 13' 11" e 12' 4" e 10' 0" e 9' 3" e 8' 3" e 14' 1" e 13' 0" e 11' 5" e 9' 6" e 8' 9" e 7' 10" e 13' 5" e 12' 4" e 10' 8" e800S137-43 33 11' 5" 10' 7" 9' 7" 16' 5" 15' 2" 13' 7" e 10' 9" 10' 0" 9' 0" 15' 5" 14' 3" 12' 8" e 10' 3" 9' 6" 8' 7" e 14' 8" 13' 7" e 12' 0" e800S137-54 50 12' 2" 11' 3" 10' 2" 17' 6" 16' 3" 14' 7" 11' 6" 10' 8" 9' 7" 16' 6" 15' 4" 13' 9" 10' 11" 10' 2" 9' 1" 15' 9" 14' 7" 13' 1" 800S137-68 50 13' 1" 12' 1" 10' 10" 18' 7" 17' 3" 15' 6" 12' 4" 11' 5" 10' 2" 17' 7" 16' 3" 14' 7" 11' 9" 10' 10" 9' 8" 16' 9" 15' 6" 13' 11" 800S162-33 33 12' 0" e 11' 2" e 10' 0" e 17' 1" e 15' 9" e 13' 9" e 11' 4" e 10' 6" e 9' 5" e 16' 0" e 14' 8" e 12' 8" e 10' 9" e 10' 0" e 9' 0" e 15' 2" e 13' 9" e 11' 9" e800S162-43 33 13' 0" 12' 1" 10' 11" 18' 8" 17' 3" 15' 4" e 12' 3" 11' 5" 10' 3" e 17' 6" 16' 2" e 14' 3" e 11' 9" 10' 11" 9' 9" e 16' 8" e 15' 4" e 13' 4" e800S162-54 50 13' 10" 12' 10" 11' 7" 20' 0" 18' 6" 16' 8" 13' 1" 12' 1" 10' 11" 18' 10" 17' 6" 15' 8" 12' 5" 11' 7" 10' 5" 18' 0" 16' 8" 14' 11" 800S162-68 50 14' 11" 13' 9" 12' 4" 21' 3" 19' 8" 17' 8" 14' 0" 12' 11" 11' 7" 20' 0" 18' 7" 16' 8" 13' 4" 12' 4" 11' 1" 19' 1" 17' 8" 15' 11" 800S200-33 33 14' 1" e 13' 1" e 11' 10" e 20' 1" e 18' 1" e 15' 5" e 13' 3" e 12' 4" e 11' 2" e 18' 7" e 16' 7" e 14' 1" e 12' 8" e 11' 10" e 10' 8" e 17' 4" e 15' 5" e 13' 0" e 800S200-43 33 15' 1" 14' 0" 12' 7" e 21' 11" 20' 3" e 17' 10" e 14' 3" 13' 3" 11' 11" e 20' 7" e 18' 11" e 16' 6" e 13' 7" 12' 7" e 11' 5" e 19' 6" e 17' 10" e 15' 3" e 800S200-54 50 16' 0" 14' 10" 13' 5" 23' 2" 21' 6" 19' 5" 15' 2" 14' 0" 12' 8" 21' 10" 20' 4" 18' 4" 14' 5" 13' 5" 12' 1" 20' 10" 19' 5" 17' 6" 800S200-68 50 17' 2" 15' 11" 14' 3" 24' 7" 22' 10" 20' 7" 16' 2" 15' 0" 13' 5" 23' 3" 21' 6" 19' 5" 15' 5" 14' 3" 12' 10" 22' 2" 20' 7" 18' 6" "e" web stiffeners required at ends. See Table Notes and figures on page 61. www.SSMA.com 65Complies With 2009, 2012 and 2015 IBC Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L/240 Section Fy (ksi) 35 psf 40 psf 50 psf Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 250S137-33 33 6' 6" 5' 11" 5' 1" e 7' 3" 6' 7" 5' 5" e 6' 2" 5' 7" 4' 10" e 6' 11" 6' 3" 5' 1" e 5' 9" 5' 2" 4' 4" e 6' 5" 5' 7" e 4' 6" e250S137-43 33 7' 1" 6' 6" 5' 7" 7' 10" 7' 2" 6' 3" 6' 10" 6' 2" 5' 4" 7' 6" 6' 10" 5' 10" 6' 4" 5' 8" 4' 11" 7' 0" 6' 4" 5' 3" 250S137-54 50 7' 9" 7' 1" 6' 4" 8' 5" 7' 8" 6' 8" 7' 5" 6' 10" 6' 1" 8' 1" 7' 4" 6' 5" 7' 0" 6' 5" 5' 9" 7' 6" 6' 9" 5' 11" 250S137-68 50 8' 6" 7' 9" 6' 11" 9' 0" 8' 2" 7' 1" 8' 2" 7' 6" 6' 8" 8' 7" 7' 10" 6' 10" 7' 7" 7' 0" 6' 2" 8' 0" 7' 3" 6' 4" 250S162-33 33 7' 4" 6' 7" 5' 7" e 7' 7" 6' 11" 5' 10" e 7' 0" 6' 3" 5' 3" e 7' 3" 6' 7" e 5' 5" e 6' 5" 5' 8" e 4' 9" e 6' 9" 5' 11" e 4' 10" e250S162-43 33 8' 0" 7' 3" 6' 3" 8' 3" 7' 6" 6' 7" 7' 8" 6' 11" 5' 11" 7' 11" 7' 2" 6' 3" 7' 1" 6' 4" 5' 5" 7' 4" 6' 8" 5' 8" 250S162-54 50 8' 10" 8' 0" 7' 0" 8' 10" 8' 0" 7' 0" 8' 6" 7' 8" 6' 9" 8' 6" 7' 8" 6' 9" 7' 10" 7' 2" 6' 3" 7' 10" 7' 2" 6' 3" 250S162-68 50 9' 5" 8' 7" 7' 6" 9' 5" 8' 7" 7' 6" 9' 0" 8' 3" 7' 2" 9' 0" 8' 3" 7' 2" 8' 5" 7' 7" 6' 8" 8' 5" 7' 7" 6' 8" 250S200-33 33 8' 0" 7' 1" 6' 0" e 8' 1" 7' 4" 6' 1" e 7' 7" 6' 9" e 5' 8" e 7' 8" 7' 0" e 5' 8" e 6' 11" e 6' 1" e 5' 1" e 7' 2" e 6' 3" e 5' 1" e 250S200-43 33 8' 9" 7' 11" 6' 11" 8' 9" 7' 11" 6' 11" 8' 4" 7' 7" 6' 7" 8' 4" 7' 7" 6' 8" 7' 9" 7' 1" 5' 11" e 7' 9" 7' 1" 6' 0" e250S200-54 50 9' 4" 8' 6" 7' 5" 9' 4" 8' 6" 7' 5" 9' 0" 8' 2" 7' 1" 9' 0" 8' 2" 7' 1" 8' 4" 7' 7" 6' 7" 8' 4" 7' 7" 6' 7" 250S200-68 50 10' 0" 9' 1" 7' 11" 10' 0" 9' 1" 7' 11" 9' 7" 8' 9" 7' 7" 9' 7" 8' 9" 7' 7" 8' 11" 8' 1" 7' 1" 8' 11" 8' 1" 7' 1" 362S137-33 33 7' 2" 6' 8" 5' 10" e 9' 0" 7' 11" e 6' 7" e 6' 11" 6' 4" e 5' 7" e 8' 6" e 7' 6" e 6' 2" e 6' 6" 5' 11" e 5' 1" e 7' 8" e 6' 9" e 5' 6" e362S137-43 33 7' 10" 7' 3" 6' 5" 10' 2" 9' 1" 7' 7" 7' 6" 6' 11" 6' 2" 9' 8" 8' 7" 7' 2" e 7' 1" 6' 6" 5' 8" e 8' 10" 7' 9" 6' 6" e362S137-54 50 8' 5" 7' 9" 6' 11" 11' 3" 10' 2" 8' 10" 8' 1" 7' 6" 6' 8" 10' 9" 9' 9" 8' 3" 7' 7" 7' 1" 6' 4" 10' 0" 9' 1" 7' 5" 362S137-68 50 9' 2" 8' 5" 7' 6" 12' 0" 10' 11" 9' 6" 8' 9" 8' 1" 7' 3" 11' 6" 10' 5" 9' 1" 8' 3" 7' 7" 6' 9" 10' 8" 9' 8" 8' 5" 362S162-33 33 8' 2" 7' 6" e 6' 6" e 9' 10" e 8' 8" e 7' 1" e 7' 11" 7' 2" e 6' 2" e 9' 3" e 8' 1" e 6' 7" e 7' 4" e 6' 8" e 5' 8" e 8' 4" e 7' 3" e 5' 11" e 362S162-43 33 8' 11" 8' 3" 7' 3" 11' 0" 10' 0" 8' 4" e 8' 7" 7' 11" 6' 11" 10' 6" 9' 5" 7' 10" e 8' 0" 7' 4" 6' 4" e 9' 8" 8' 6" e 7' 0" e 362S162-54 50 9' 7" 8' 10" 7' 11" 11' 9" 10' 8" 9' 4" 9' 3" 8' 7" 7' 8" 11' 3" 10' 3" 8' 11" 8' 8" 8' 0" 7' 3" 10' 6" 9' 6" 8' 0" 362S162-68 50 10' 5" 9' 7" 8' 6" 12' 7" 11' 5" 10' 0" 10' 0" 9' 3" 8' 3" 12' 1" 10' 11" 9' 7" 9' 5" 8' 8" 7' 9" 11' 2" 10' 2" 8' 11" 362S200-33 33 9' 3" 8' 4" e 7' 1" e 10' 6" e 9' 1" e 7' 5" e 8' 10" e 7' 11" e 6' 8" e 9' 10" e 8' 6" e 6' 11" e 8' 1" e 7' 3" e 6' 1" e 8' 9" e 7' 7" e 6' 3" e 362S200-43 33 10' 4" 9' 5" 8' 2" e 11' 7" 10' 7" 8' 11" e 9' 11" 9' 0" 7' 9" e 11' 1" 10' 1" 8' 4" e 9' 2" 8' 4" e 7' 1" e 10' 4" 9' 2" e 7' 6" e362S200-54 50 11' 1" 10' 4" 9' 3" 12' 5" 11' 4" 9' 11" 10' 9" 9' 11" 8' 11" 11' 11" 10' 10" 9' 5" 10' 1" 9' 4" 8' 4" 11' 1" 10' 1" 8' 9" 362S200-68 50 12' 0" 11' 1" 9' 11" 13' 4" 12' 1" 10' 7" 11' 7" 10' 8" 9' 7" 12' 9" 11' 7" 10' 1" 10' 10" 10' 0" 9' 0" 11' 10" 10' 9" 9' 5" 400S137-33 33 7' 4" 6' 10" 6' 0" e 9' 5" e 8' 4" e 6' 11" e 7' 1" 6' 7" e 5' 9" e 8' 11" e 7' 10" e 6' 6" e 6' 8" e 6' 1" e 5' 4" e 8' 1" e 7' 1" e 5' 10" e400S137-43 33 8' 0" 7' 5" 6' 7" 10' 8" 9' 6" 8' 0" e 7' 9" 7' 2" 6' 4" 10' 1" 9' 0" 7' 7" e 7' 3" 6' 9" 5' 11" e 9' 3" 8' 2" 6' 10" e400S137-54 50 8' 8" 8' 0" 7' 2" 12' 2" 11' 0" 9' 6" 8' 4" 7' 8" 6' 10" 11' 7" 10' 7" 8' 10" 7' 10" 7' 3" 6' 6" 10' 9" 9' 8" 7' 11" 400S137-68 50 9' 4" 8' 7" 7' 8" 13' 0" 11' 9" 10' 4" 9' 0" 8' 4" 7' 5" 12' 5" 11' 3" 9' 10" 8' 5" 7' 10" 7' 0" 11' 6" 10' 6" 9' 2" 400S162-33 33 8' 5" 7' 9" e 6' 9" e 10' 4" e 9' 1" e 7' 6" e 8' 1" 7' 5" e 6' 5" e 9' 9" e 8' 6" e 7' 0" e 7' 7" e 6' 11" e 5' 11" e 8' 10" e 7' 8" e 6' 3" e 400S162-43 33 9' 2" 8' 5" 7' 6" 11' 9" 10' 5" 8' 9" e 8' 10" 8' 2" 7' 2" e 11' 2" 9' 10" 8' 3" e 8' 3" 7' 7" 6' 7" e 10' 2" 8' 11" e 7' 5" e 400S162-54 50 9' 10" 9' 1" 8' 2" 12' 9" 11' 7" 10' 1" 9' 6" 8' 9" 7' 10" 12' 2" 11' 1" 9' 6" 8' 11" 8' 3" 7' 5" 11' 3" 10' 3" 8' 6" 400S162-68 50 10' 8" 9' 10" 8' 9" 13' 7" 12' 4" 10' 10" 10' 3" 9' 5" 8' 5" 13' 0" 11' 10" 10' 4" 9' 8" 8' 11" 7' 11" 12' 1" 11' 0" 9' 7" 400S200-33 33 9' 7" e 8' 8" e 7' 5" e 11' 0" e 9' 7" e 7' 10" e 9' 2" e 8' 3" e 7' 0" e 10' 4" e 9' 0" e 7' 4" e 8' 5" e 7' 6" e 6' 4" e 9' 3" e 8' 0" e 6' 7" e400S200-43 33 10' 7" 9' 9" 8' 6" e 12' 6" 11' 4" 9' 6" e 10' 2" 9' 4" 8' 1" e 12' 0" 10' 10" e 8' 10" e 9' 6" 8' 8" e 7' 5" e 11' 1" e 9' 8" e 7' 11" e400S200-54 50 11' 5" 10' 6" 9' 5" 13' 5" 12' 2" 10' 8" 11' 0" 10' 2" 9' 1" 12' 10" 11' 8" 10' 2" 10' 4" 9' 7" 8' 7" 11' 11" 10' 10" 9' 3" 400S200-68 50 12' 4" 11' 4" 10' 2" 14' 5" 13' 1" 11' 5" 11' 10" 10' 11" 9' 10" 13' 9" 12' 6" 10' 11" 11' 2" 10' 4" 9' 3" 12' 9" 11' 7" 10' 2" 400S250-43 33 11' 10" 10' 9" 9' 2" e 13' 2" 11' 11" e 9' 8" e 11' 4" 10' 2" 8' 8" e 12' 7" 11' 2" e 9' 1" e 10' 5" 9' 4" e 7' 10" e 11' 6" e 9' 11" e 8' 1" e 400S250-54 50 12' 11" 12' 0" 10' 7" 14' 2" 12' 10" 11' 3" 12' 6" 11' 6" 10' 1" 13' 6" 12' 4" 10' 9" 11' 9" 10' 9" 9' 4" 12' 7" 11' 5" 10' 0" 400S250-68 50 13' 11" 12' 11" 11' 7" 15' 2" 13' 9" 12' 0" 13' 5" 12' 5" 11' 1" 14' 6" 13' 2" 11' 6" 12' 8" 11' 8" 10' 5" 13' 6" 12' 3" 10' 8" 600S137-33 33 8' 5" 7' 10" e 7' 0" e 11' 8" e 10' 6" e 8' 10" e 8' 2" e 7' 7" e 6' 9" e 11' 1" e 9' 11" e 8' 5" e 7' 8" e 7' 1" e 6' 4" e 10' 2" e 9' 1" e 7' 5" e600S137-43 33 9' 1" 8' 5" 7' 7" e 12' 11" 11' 9" e 10' 1" e 8' 9" 8' 2" 7' 4" e 12' 5" 11' 3" e 9' 7" e 8' 3" 7' 8" 6' 11" e 11' 6" e 10' 4" e 8' 9" e 600S137-54 50 9' 8" 9' 0" 8' 1" 13' 11" 12' 11" 11' 7" 9' 4" 8' 8" 7' 9" 13' 5" 12' 6" 11' 2" 8' 10" 8' 2" 7' 4" 12' 8" 11' 9" 10' 4" 600S137-68 50 10' 5" 9' 7" 8' 7" 14' 9" 13' 8" 12' 4" 10' 0" 9' 3" 8' 4" 14' 3" 13' 3" 11' 10" 9' 5" 8' 9" 7' 10" 13' 5" 12' 6" 11' 2" 600S162-33 33 9' 8" e 9' 0" e 8' 1" e 13' 4" e 11' 11" e 10' 1" e 9' 4" e 8' 8" e 7' 10" e 12' 7" e 10' 11" e 8' 11" e 8' 10" e 8' 2" e 7' 4" e 11' 3" e 9' 9" e 7' 11" e600S162-43 33 10' 4" 9' 7" 8' 8" e 14' 7" 13' 2" e 11' 3" e 10' 0" 9' 3" 8' 4" e 13' 11" e 12' 7" e 10' 8" e 9' 5" 8' 9" e 7' 11" e 12' 10" e 11' 6" e 9' 9" e600S162-54 50 11' 0" 10' 3" 9' 2" 15' 10" 14' 9" 13' 2" 10' 8" 9' 10" 8' 10" 15' 4" 14' 3" 12' 8" 10' 0" 9' 4" 8' 4" 14' 5" 13' 4" 11' 5" 600S162-68 50 11' 10" 10' 11" 9' 10" 16' 10" 15' 8" 14' 1" 11' 5" 10' 7" 9' 5" 16' 3" 15' 1" 13' 6" 10' 9" 9' 11" 8' 11" 15' 4" 14' 3" 12' 8" 600S200-33 33 11' 2" e 10' 4" e 9' 2" e 14' 6" e 12' 10" e 10' 1" e 10' 10" e 10' 0" e 8' 10" e 13' 5" e 11' 7" e 9' 6" e 10' 2" e 9' 4" e 8' 2" e 12' 0" e 10' 4" e 8' 6" e600S200-43 33 12' 0" 11' 2" e 10' 0" e 16' 5" e 14' 8" e 12' 1" e 11' 7" 10' 9" e 9' 8" e 15' 8" e 13' 10" e 11' 4" e 10' 11" e 10' 2" e 9' 0" e 14' 4" e 12' 5" e 10' 2" e600S200-54 50 12' 9" 11' 10" 10' 8" 18' 5" 16' 8" 14' 0" 12' 4" 11' 5" 10' 4" 17' 7" 16' 0" 13' 1" 11' 7" 10' 9" 9' 9" 16' 4" 14' 4" 11' 9" 600S200-68 50 13' 8" 12' 8" 11' 4" 19' 7" 17' 11" 15' 8" 13' 2" 12' 2" 10' 11" 18' 10" 17' 2" 15' 0" 12' 5" 11' 6" 10' 4" 17' 6" 15' 11" 13' 11" 600S250-43 33 13' 8" 12' 8" e 11' 3" e 17' 7" e 15' 7" e 12' 5" e 13' 2" e 12' 3" e 10' 9" e 16' 5" e 14' 3" e 11' 7" e 12' 5" e 11' 5" e 9' 11" e 14' 8" e 12' 9" e 10' 5" e 600S250-54 50 14' 6" 13' 6" 12' 1" 19' 3" 17' 6" 14' 5" 14' 0" 13' 0" 11' 9" 18' 5" 16' 7" 13' 6" 13' 3" 12' 3" 11' 0" 17' 1" 14' 10" 12' 1" e600S250-68 50 15' 6" 14' 4" 12' 11" 20' 8" 18' 10" 16' 5" 15' 0" 13' 10" 12' 6" 19' 9" 18' 0" 15' 8" 14' 1" 13' 1" 11' 9" 18' 4" 16' 8" 14' 7" 800S137-33 33 9' 1" e 8' 5" e 7' 7" e 12' 10" e 11' 8" e 10' 1" e 8' 9" e 8' 1" e 7' 3" e 12' 4" e 11' 2" e 9' 6" e 8' 3" e 7' 8" e 6' 10" e 11' 5" e 10' 3" e 8' 8" e800S137-43 33 9' 10" 9' 2" 8' 3" e 14' 1" 12' 11" e 11' 4" e 9' 6" 8' 10" 7' 11" e 13' 7" e 12' 5" e 10' 10" e 9' 0" 8' 4" e 7' 6" e 12' 8" e 11' 7" e 10' 0" e800S137-54 50 10' 6" 9' 9" 8' 9" 15' 1" 14' 0" 12' 7" 10' 2" 9' 5" 8' 5" 14' 7" 13' 6" 12' 1" 9' 7" 8' 10" 8' 0" 13' 9" 12' 9" 11' 5" 800S137-68 50 11' 3" 10' 5" 9' 4" 16' 1" 14' 10" 13' 4" 10' 10" 10' 0" 9' 0" 15' 6" 14' 4" 12' 11" 10' 2" 9' 5" 8' 6" 14' 7" 13' 7" 12' 2" 800S162-33 33 10' 4" e 9' 7" e 8' 7" e 14' 5" e 13' 0" e 11' 1" e 10' 0" e 9' 3" e 8' 4" e 13' 9" e 12' 4" e 10' 5" e 9' 5" e 8' 9" e 7' 10" e 12' 8" e 11' 3" e 9' 5" e800S162-43 33 11' 3" 10' 5" 9' 4" e 15' 11" e 14' 7" e 12' 7" e 10' 11" 10' 1" e 9' 0" e 15' 4" e 13' 11" e 12' 0" e 10' 3" e 9' 6" e 8' 6" e 14' 3" e 12' 10" e 10' 11" e800S162-54 50 12' 0" 11' 1" 10' 0" 17' 3" 15' 11" 14' 3" 11' 7" 10' 9" 9' 8" 16' 8" 15' 5" 13' 9" 10' 11" 10' 1" 9' 1" 15' 8" 14' 6" 12' 11" e800S162-68 50 12' 9" 11' 10" 10' 7" 18' 4" 17' 0" 15' 4" 12' 4" 11' 5" 10' 3" 17' 8" 16' 5" 14' 9" 11' 7" 10' 9" 9' 8" 16' 8" 15' 6" 13' 11" 800S200-33 33 12' 2" e 11' 4" e 10' 3" e 16' 4" e 14' 6" e 12' 1" e 11' 10" e 11' 0" e 9' 10" e 15' 5" e 13' 6" e 11' 0" e 11' 2" e 10' 4" e 9' 2" e 13' 11" e 12' 1" e 9' 6" e 800S200-43 33 13' 1" 12' 2" e 10' 11" e 18' 8" e 16' 11" e 14' 2" e 12' 7" e 11' 9" e 10' 7" e 17' 10" e 16' 2" e 13' 3" e 11' 11" e 11' 1" e 10' 0" e 16' 6" e 14' 6" e 11' 10" e 800S200-54 50 13' 10" 12' 10" 11' 7" 20' 1" 18' 8" 16' 6" e 13' 5" 12' 5" 11' 2" 19' 5" 18' 0" 15' 5" e 12' 8" 11' 9" 10' 7" 18' 4" 16' 10" 13' 9" e800S200-68 50 14' 9" 13' 8" 12' 4" 21' 3" 19' 9" 17' 9" 14' 3" 13' 3" 11' 11" 20' 7" 19' 1" 17' 2" 13' 5" 12' 6" 11' 3" 19' 5" 18' 0" 16' 1" "e" web stiffeners required at ends. See Table Notes and figures on page 61. Ceiling/Soffit Spans (S-Sections) www.SSMA.com66 Copyright © 2015 by the SSMA Ceiling/Soffit Spans (S-Sections) Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L/360 Section Fy (ksi) 20 psf 25 psf 30 psf Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 250S137-33 33 7' 7" 6' 11" 6' 1" 7' 8" 6' 11" 6' 1" 7' 1" 6' 5" 5' 7" 7' 1" 6' 5" 5' 7" 6' 8" 6' 1" 5' 3" 6' 8" 6' 1" 5' 3" 250S137-43 33 8' 3" 7' 6" 6' 7" 8' 3" 7' 6" 6' 7" 7' 8" 7' 0" 6' 1" 7' 8" 7' 0" 6' 1" 7' 3" 6' 7" 5' 9" 7' 3" 6' 7" 5' 9" 250S137-54 50 8' 10" 8' 1" 7' 0" 8' 10" 8' 1" 7' 0" 8' 3" 7' 6" 6' 6" 8' 3" 7' 6" 6' 6" 7' 9" 7' 0" 6' 2" 7' 9" 7' 0" 6' 2" 250S137-68 50 9' 5" 8' 7" 7' 6" 9' 5" 8' 7" 7' 6" 8' 9" 8' 0" 7' 0" 8' 9" 8' 0" 7' 0" 8' 3" 7' 6" 6' 7" 8' 3" 7' 6" 6' 7" 250S162-33 33 8' 0" 7' 3" 6' 4" 8' 0" 7' 3" 6' 4" 7' 5" 6' 9" 5' 11" 7' 5" 6' 9" 5' 11" 7' 0" 6' 4" 5' 7" 7' 0" 6' 4" 5' 7" 250S162-43 33 8' 8" 7' 11" 6' 11" 8' 8" 7' 11" 6' 11" 8' 1" 7' 4" 6' 5" 8' 1" 7' 4" 6' 5" 7' 7" 6' 11" 6' 0" 7' 7" 6' 11" 6' 0" 250S162-54 50 9' 4" 8' 6" 7' 5" 9' 4" 8' 6" 7' 5" 8' 8" 7' 10" 6' 10" 8' 8" 7' 10" 6' 10" 8' 2" 7' 5" 6' 5" 8' 2" 7' 5" 6' 5" 250S162-68 50 9' 11" 9' 0" 7' 11" 9' 11" 9' 0" 7' 11" 9' 3" 8' 5" 7' 4" 9' 3" 8' 5" 7' 4" 8' 8" 7' 11" 6' 11" 8' 8" 7' 11" 6' 11" 250S200-33 33 8' 6" 7' 8" 6' 9" 8' 6" 7' 8" 6' 9" 7' 10" 7' 2" 6' 3" 7' 10" 7' 2" 6' 3" 7' 5" 6' 9" 5' 11" e 7' 5" 6' 9" 5' 11" e250S200-43 33 9' 3" 8' 4" 7' 4" 9' 3" 8' 4" 7' 4" 8' 7" 7' 9" 6' 9" 8' 7" 7' 9" 6' 9" 8' 1" 7' 4" 6' 5" 8' 1" 7' 4" 6' 5" 250S200-54 50 9' 10" 9' 0" 7' 10" 9' 10" 9' 0" 7' 10" 9' 2" 8' 4" 7' 3" 9' 2" 8' 4" 7' 3" 8' 7" 7' 10" 6' 10" 8' 7" 7' 10" 6' 10" 250S200-68 50 10' 7" 9' 7" 8' 4" 10' 7" 9' 7" 8' 4" 9' 10" 8' 11" 7' 9" 9' 10" 8' 11" 7' 9" 9' 3" 8' 4" 7' 4" 9' 3" 8' 4" 7' 4" 362S137-33 33 8' 4" 7' 9" 6' 11" 10' 2" 9' 3" 8' 1" 7' 10" 7' 3" 6' 6" 9' 5" 8' 7" 7' 6" e 7' 6" 6' 11" 6' 2" e 8' 10" 8' 1" 7' 0" e362S137-43 33 9' 1" 8' 5" 7' 6" 11' 1" 10' 0" 8' 9" 8' 7" 7' 11" 7' 1" 10' 3" 9' 4" 8' 2" 8' 2" 7' 6" 6' 9" 9' 8" 8' 9" 7' 8" 362S137-54 50 9' 10" 9' 1" 8' 1" 11' 10" 10' 9" 9' 5" 9' 3" 8' 6" 7' 7" 11' 0" 10' 0" 8' 9" 8' 9" 8' 1" 7' 3" 10' 4" 9' 5" 8' 2" 362S137-68 50 10' 9" 9' 11" 8' 10" 12' 8" 11' 6" 10' 0" 10' 1" 9' 3" 8' 3" 11' 9" 10' 8" 9' 4" 9' 7" 8' 10" 7' 10" 11' 0" 10' 0" 8' 9" 362S162-33 33 9' 6" 8' 10" 7' 10" 10' 8" 9' 8" 8' 5" e 9' 0" 8' 4" 7' 4" e 9' 11" 9' 0" 7' 10" e 8' 7" 7' 11" 6' 11" e 9' 4" 8' 5" e 7' 5" e 362S162-43 33 10' 4" 9' 7" 8' 7" 11' 7" 10' 6" 9' 2" 9' 9" 9' 0" 8' 0" 10' 9" 9' 9" 8' 6" 9' 3" 8' 7" 7' 7" 10' 1" 9' 2" 8' 0" 362S162-54 50 11' 2" 10' 4" 9' 3" 12' 5" 11' 3" 9' 10" 10' 6" 9' 8" 8' 8" 11' 6" 10' 6" 9' 2" 10' 0" 9' 3" 8' 3" 10' 10" 9' 10" 8' 7" 362S162-68 50 12' 2" 11' 3" 10' 0" 13' 3" 12' 1" 10' 6" 11' 5" 10' 6" 9' 5" 12' 4" 11' 2" 9' 9" 10' 10" 10' 0" 8' 11" 11' 7" 10' 6" 9' 2" 362S200-33 33 11' 0" 10' 1" 8' 10" e 11' 3" 10' 2" 8' 11" e 10' 4" 9' 5" 8' 1" e 10' 5" 9' 6" 8' 3" e 9' 9" 8' 10" e 7' 6" e 9' 10" 8' 11" e 7' 9" e362S200-43 33 12' 0" 11' 1" 9' 8" 12' 3" 11' 1" 9' 8" 11' 4" 10' 4" 9' 0" 11' 4" 10' 4" 9' 0" 10' 8" 9' 8" 8' 6" 10' 8" 9' 8" 8' 6" 362S200-54 50 12' 11" 11' 11" 10' 5" 13' 1" 11' 11" 10' 5" 12' 2" 11' 1" 9' 8" 12' 2" 11' 1" 9' 8" 11' 5" 10' 5" 9' 1" 11' 5" 10' 5" 9' 1" 362S200-68 50 14' 0" 12' 9" 11' 2" 14' 0" 12' 9" 11' 2" 13' 0" 11' 10" 10' 4" 13' 0" 11' 10" 10' 4" 12' 3" 11' 2" 9' 9" 12' 3" 11' 2" 9' 9" 400S137-33 33 8' 7" 7' 11" 7' 1" 11' 0" 10' 0" 8' 8" e 8' 1" 7' 6" 6' 8" e 10' 2" 9' 3" 8' 1" e 7' 8" 7' 1" 6' 4" e 9' 7" 8' 8" e 7' 5" e400S137-43 33 9' 4" 8' 7" 7' 9" 11' 11" 10' 10" 9' 6" 8' 9" 8' 1" 7' 3" 11' 1" 10' 1" 8' 9" 8' 4" 7' 9" 6' 11" 10' 5" 9' 6" 8' 3" 400S137-54 50 10' 1" 9' 4" 8' 4" 12' 9" 11' 7" 10' 2" 9' 6" 8' 9" 7' 10" 11' 10" 10' 9" 9' 5" 9' 0" 8' 4" 7' 5" 11' 2" 10' 2" 8' 10" 400S137-68 50 11' 0" 10' 2" 9' 0" 13' 8" 12' 5" 10' 10" 10' 4" 9' 6" 8' 5" 12' 8" 11' 6" 10' 1" 9' 10" 9' 0" 8' 0" 11' 11" 10' 10" 9' 6" 400S162-33 33 9' 9" 9' 1" 8' 1" 11' 6" 10' 5" 9' 1" e 9' 2" 8' 6" 7' 7" e 10' 8" 9' 8" 8' 5" e 8' 9" 8' 1" 7' 2" e 10' 0" 9' 1" e 8' 0" e 400S162-43 33 10' 7" 9' 10" 8' 10" 12' 6" 11' 4" 9' 11" 10' 0" 9' 3" 8' 3" 11' 7" 10' 6" 9' 2" 9' 6" 8' 10" 7' 10" 10' 11" 9' 11" 8' 8" 400S162-54 50 11' 6" 10' 7" 9' 6" 13' 5" 12' 2" 10' 7" 10' 9" 10' 0" 8' 11" 12' 5" 11' 3" 9' 10" 10' 3" 9' 6" 8' 6" 11' 8" 10' 7" 9' 3" 400S162-68 50 12' 6" 11' 6" 10' 3" 14' 4" 13' 0" 11' 4" 11' 9" 10' 9" 9' 7" 13' 4" 12' 1" 10' 7" 11' 1" 10' 3" 9' 2" 12' 6" 11' 4" 9' 11" 400S200-33 33 11' 4" 10' 5" 9' 2" e 12' 1" 11' 0" 9' 7" e 10' 8" 9' 9" 8' 5" e 11' 3" 10' 3" e 8' 11" e 10' 1" 9' 2" e 7' 10" e 10' 7" 9' 7" e 8' 5" e400S200-43 33 12' 4" 11' 5" 10' 2" 13' 2" 12' 0" 10' 6" 11' 7" 10' 9" 9' 6" 12' 3" 11' 1" 9' 9" 11' 1" 10' 2" 9' 0" 11' 6" 10' 6" 9' 2" e400S200-54 50 13' 3" 12' 3" 11' 0" 14' 2" 12' 10" 11' 3" 12' 6" 11' 6" 10' 4" 13' 1" 11' 11" 10' 5" 11' 10" 11' 0" 9' 10" 12' 4" 11' 3" 9' 10" 400S200-68 50 14' 5" 13' 3" 11' 10" 15' 2" 13' 9" 12' 0" 13' 6" 12' 6" 11' 2" 14' 1" 12' 9" 11' 2" 12' 10" 11' 10" 10' 6" 13' 3" 12' 0" 10' 6" 400S250-43 33 13' 11" 12' 7" 11' 0" 13' 11" 12' 7" 11' 0" 12' 11" 11' 8" 10' 3" 12' 11" 11' 8" 10' 3" 12' 2" 11' 0" 9' 7" e 12' 2" 11' 0" 9' 7" e 400S250-54 50 14' 11" 13' 6" 11' 10" 14' 11" 13' 6" 11' 10" 13' 10" 12' 7" 11' 0" 13' 10" 12' 7" 11' 0" 13' 0" 11' 10" 10' 4" 13' 0" 11' 10" 10' 4" 400S250-68 50 16' 0" 14' 6" 12' 8" 16' 0" 14' 6" 12' 8" 14' 10" 13' 6" 11' 9" 14' 10" 13' 6" 11' 9" 13' 11" 12' 8" 11' 1" 13' 11" 12' 8" 11' 1" 600S137-33 33 9' 9" 9' 1" 8' 2" e 13' 11" 12' 9" e 11' 1" e 9' 3" 8' 7" 7' 8" e 13' 1" e 11' 10" e 10' 2" e 8' 10" 8' 2" e 7' 4" e 12' 4" e 11' 1" e 9' 6" e600S137-43 33 10' 6" 9' 9" 8' 9" 15' 2" 14' 0" 12' 5" 9' 11" 9' 2" 8' 3" 14' 3" 13' 2" 11' 6" e 9' 5" 8' 9" 7' 11" 13' 7" 12' 5" 10' 9" e 600S137-54 50 11' 3" 10' 5" 9' 4" 16' 1" 14' 11" 13' 5" 10' 7" 9' 10" 8' 10" 15' 2" 14' 1" 12' 8" 10' 1" 9' 4" 8' 5" 14' 6" 13' 5" 12' 1" 600S137-68 50 12' 2" 11' 3" 10' 0" 17' 2" 15' 11" 14' 3" 11' 5" 10' 7" 9' 5" 16' 2" 15' 0" 13' 5" 10' 10" 10' 0" 9' 0" 15' 5" 14' 3" 12' 10" 600S162-33 33 11' 2" 10' 4" 9' 4" e 15' 9" e 14' 4" e 12' 6" e 10' 6" 9' 9" e 8' 10" e 14' 8" e 13' 4" e 11' 7" e 10' 0" 9' 4" e 8' 5" e 13' 9" e 12' 6" e 10' 9" e600S162-43 33 12' 0" 11' 1" 10' 0" 17' 2" 15' 7" 13' 8" e 11' 4" 10' 6" 9' 5" 15' 11" 14' 6" 12' 8" e 10' 9" 10' 0" 9' 0" e 15' 0" 13' 8" e 11' 11" e600S162-54 50 12' 10" 11' 10" 10' 8" 18' 4" 16' 9" 14' 7" 12' 1" 11' 2" 10' 0" 17' 1" 15' 6" 13' 7" 11' 6" 10' 8" 9' 7" 16' 1" 14' 7" 12' 9" 600S162-68 50 13' 10" 12' 9" 11' 5" 19' 7" 17' 11" 15' 8" 13' 0" 12' 0" 10' 9" 18' 4" 16' 8" 14' 7" 12' 4" 11' 5" 10' 3" 17' 3" 15' 8" 13' 8" 600S200-33 33 12' 11" 12' 0" e 10' 10" e 16' 7" e 15' 0" e 13' 2" e 12' 2" 11' 4" e 10' 2" e 15' 4" e 14' 0" e 12' 2" e 11' 8" e 10' 10" e 9' 8" e 14' 6" e 13' 2" e 10' 11" e 600S200-43 33 13' 10" 12' 10" 11' 7" 18' 0" 16' 5" 14' 4" e 13' 1" 12' 2" 10' 11" e 16' 9" 15' 2" 13' 3" e 12' 6" 11' 7" 10' 5" e 15' 9" 14' 4" e 12' 6" e 600S200-54 50 14' 10" 13' 8" 12' 4" 19' 4" 17' 7" 15' 4" 13' 11" 12' 11" 11' 7" 18' 0" 16' 4" 14' 3" 13' 3" 12' 4" 11' 1" 16' 11" 15' 4" 13' 5" 600S200-68 50 15' 11" 14' 9" 13' 2" 20' 9" 18' 10" 16' 6" 15' 0" 13' 10" 12' 5" 19' 3" 17' 6" 15' 4" 14' 3" 13' 2" 11' 10" 18' 2" 16' 6" 14' 5" 600S250-43 33 15' 9" 14' 8" 13' 2" e 18' 11" 17' 2" 15' 0" e 14' 11" 13' 10" 12' 5" e 17' 6" 15' 11" e 13' 11" e 14' 2" 13' 2" e 11' 10" e 16' 6" 15' 0" e 13' 1" e600S250-54 50 16' 10" 15' 7" 14' 0" 20' 3" 18' 5" 16' 1" 15' 10" 14' 8" 13' 3" 18' 10" 17' 1" 14' 11" 15' 1" 14' 0" 12' 7" 17' 9" 16' 1" 14' 1" 600S250-68 50 18' 1" 16' 8" 15' 0" 21' 9" 19' 9" 17' 3" 17' 0" 15' 9" 14' 1" 20' 3" 18' 4" 16' 1" 16' 2" 15' 0" 13' 5" 19' 0" 17' 3" 15' 1" 800S137-33 33 10' 7" e 9' 10" e 8' 9" e 15' 0" e 13' 11" e 12' 4" e 10' 0" e 9' 3" e 8' 3" e 14' 1" e 13' 0" e 11' 5" e 9' 6" e 8' 9" e 7' 10" e 13' 5" e 12' 4" e 10' 8" e800S137-43 33 11' 5" 10' 7" 9' 7" 16' 5" 15' 2" 13' 7" e 10' 9" 10' 0" 9' 0" 15' 5" 14' 3" 12' 8" e 10' 3" 9' 6" 8' 7" e 14' 8" 13' 7" e 12' 0" e800S137-54 50 12' 2" 11' 3" 10' 2" 17' 6" 16' 3" 14' 7" 11' 6" 10' 8" 9' 7" 16' 6" 15' 4" 13' 9" 10' 11" 10' 2" 9' 1" 15' 9" 14' 7" 13' 1" 800S137-68 50 13' 1" 12' 1" 10' 10" 18' 7" 17' 3" 15' 6" 12' 4" 11' 5" 10' 2" 17' 7" 16' 3" 14' 7" 11' 9" 10' 10" 9' 8" 16' 9" 15' 6" 13' 11" 800S162-33 33 12' 0" e 11' 2" e 10' 0" e 17' 1" e 15' 9" e 13' 9" e 11' 4" e 10' 6" e 9' 5" e 16' 0" e 14' 8" e 12' 8" e 10' 9" e 10' 0" e 9' 0" e 15' 2" e 13' 9" e 11' 9" e800S162-43 33 13' 0" 12' 1" 10' 11" 18' 8" 17' 3" 15' 4" e 12' 3" 11' 5" 10' 3" e 17' 6" 16' 2" e 14' 3" e 11' 9" 10' 11" 9' 9" e 16' 8" e 15' 4" e 13' 4" e 800S162-54 50 13' 10" 12' 10" 11' 7" 20' 0" 18' 6" 16' 8" 13' 1" 12' 1" 10' 11" 18' 10" 17' 6" 15' 8" 12' 5" 11' 7" 10' 5" 18' 0" 16' 8" 14' 11" 800S162-68 50 14' 11" 13' 9" 12' 4" 21' 3" 19' 8" 17' 8" 14' 0" 12' 11" 11' 7" 20' 0" 18' 7" 16' 8" 13' 4" 12' 4" 11' 1" 19' 1" 17' 8" 15' 11" 800S200-33 33 14' 1" e 13' 1" e 11' 10" e 20' 1" e 18' 1" e 15' 5" e 13' 3" e 12' 4" e 11' 2" e 18' 7" e 16' 7" e 14' 1" e 12' 8" e 11' 10" e 10' 8" e 17' 4" e 15' 5" e 13' 0" e 800S200-43 33 15' 1" 14' 0" 12' 7" e 21' 11" 20' 3" e 17' 10" e 14' 3" 13' 3" 11' 11" e 20' 7" e 18' 11" e 16' 6" e 13' 7" 12' 7" e 11' 5" e 19' 6" e 17' 10" e 15' 3" e800S200-54 50 16' 0" 14' 10" 13' 5" 23' 2" 21' 6" 19' 4" 15' 2" 14' 0" 12' 8" 21' 10" 20' 4" 17' 11" 14' 5" 13' 5" 12' 1" 20' 10" 19' 4" 16' 10" 800S200-68 50 17' 2" 15' 11" 14' 3" 24' 7" 22' 10" 20' 7" 16' 2" 15' 0" 13' 5" 23' 3" 21' 6" 19' 3" 15' 5" 14' 3" 12' 10" 22' 2" 20' 7" 18' 1" "e" web stiffeners required at ends. See Table Notes and figures on page 61. www.SSMA.com 67Complies With 2009, 2012 and 2015 IBC Exterior Allowable Ceiling/Soffit Spans (S-Sections) - L/360 Section Fy (ksi) 35 psf 40 psf 50 psf Lateral Support of Compression Flange Lateral Support of Compression Flange Lateral Support of Compression Flange Unsupported Midspan Unsupported Midspan Unsupported Midspan Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center Joist Spacing (in) on center 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 12 16 24 250S137-33 33 6' 4" 5' 9" 5' 0" e 6' 4" 5' 9" 5' 0" e 6' 1" 5' 6" 4' 10" e 6' 1" 5' 6" 4' 10" e 5' 7" 5' 1" 4' 4" e 5' 7" 5' 1" 4' 6" e250S137-43 33 6' 11" 6' 3" 5' 6" 6' 11" 6' 3" 5' 6" 6' 7" 6' 0" 5' 3" 6' 7" 6' 0" 5' 3" 6' 1" 5' 7" 4' 10" 6' 1" 5' 7" 4' 10" 250S137-54 50 7' 4" 6' 8" 5' 10" 7' 4" 6' 8" 5' 10" 7' 0" 6' 5" 5' 7" 7' 0" 6' 5" 5' 7" 6' 6" 5' 11" 5' 2" 6' 6" 5' 11" 5' 2" 250S137-68 50 7' 10" 7' 1" 6' 3" 7' 10" 7' 1" 6' 3" 7' 6" 6' 10" 5' 11" 7' 6" 6' 10" 5' 11" 7' 0" 6' 4" 5' 6" 7' 0" 6' 4" 5' 6" 250S162-33 33 6' 8" 6' 0" 5' 3" e 6' 8" 6' 0" 5' 3" e 6' 4" 5' 9" 5' 1" e 6' 4" 5' 9" 5' 1" e 5' 11" 5' 4" e 4' 8" e 5' 11" 5' 4" e 4' 8" e 250S162-43 33 7' 3" 6' 7" 5' 9" 7' 3" 6' 7" 5' 9" 6' 11" 6' 3" 5' 6" 6' 11" 6' 3" 5' 6" 6' 5" 5' 10" 5' 1" 6' 5" 5' 10" 5' 1" 250S162-54 50 7' 9" 7' 0" 6' 2" 7' 9" 7' 0" 6' 2" 7' 5" 6' 9" 5' 10" 7' 5" 6' 9" 5' 10" 6' 10" 6' 3" 5' 5" 6' 10" 6' 3" 5' 5" 250S162-68 50 8' 3" 7' 6" 6' 7" 8' 3" 7' 6" 6' 7" 7' 11" 7' 2" 6' 3" 7' 11" 7' 2" 6' 3" 7' 4" 6' 8" 5' 10" 7' 4" 6' 8" 5' 10" 250S200-33 33 7' 0" 6' 5" 5' 7" e 7' 0" 6' 5" 5' 7" e 6' 9" 6' 1" 5' 4" e 6' 9" 6' 1" 5' 4" e 6' 3" 5' 8" e 4' 11" e 6' 3" 5' 8" e 4' 11" e250S200-43 33 7' 8" 6' 11" 6' 1" 7' 8" 6' 11" 6' 1" 7' 4" 6' 8" 5' 10" 7' 4" 6' 8" 5' 10" 6' 9" 6' 2" 5' 5" 6' 9" 6' 2" 5' 5" 250S200-54 50 8' 2" 7' 5" 6' 6" 8' 2" 7' 5" 6' 6" 7' 10" 7' 1" 6' 3" 7' 10" 7' 1" 6' 3" 7' 3" 6' 7" 5' 9" 7' 3" 6' 7" 5' 9" 250S200-68 50 8' 9" 7' 11" 6' 11" 8' 9" 7' 11" 6' 11" 8' 4" 7' 7" 6' 8" 8' 4" 7' 7" 6' 8" 7' 9" 7' 1" 6' 2" 7' 9" 7' 1" 6' 2" 362S137-33 33 7' 2" 6' 8" 5' 10" e 8' 5" 7' 8" e 6' 7" e 6' 11" 6' 4" e 5' 7" e 8' 1" 7' 4" e 6' 2" e 6' 6" 5' 11" e 5' 1" e 7' 6" e 6' 9" e 5' 6" e362S137-43 33 7' 10" 7' 3" 6' 5" 9' 2" 8' 4" 7' 3" 7' 6" 6' 11" 6' 2" 8' 9" 8' 0" 6' 11" e 7' 1" 6' 6" 5' 8" e 8' 2" 7' 5" 6' 5" e 362S137-54 50 8' 5" 7' 9" 6' 11" 9' 10" 8' 11" 7' 9" 8' 1" 7' 6" 6' 8" 9' 5" 8' 6" 7' 5" 7' 7" 7' 1" 6' 4" 8' 9" 7' 11" 6' 11" 362S137-68 50 9' 2" 8' 5" 7' 6" 10' 6" 9' 6" 8' 4" 8' 9" 8' 1" 7' 3" 10' 0" 9' 1" 7' 11" 8' 3" 7' 7" 6' 9" 9' 4" 8' 5" 7' 5" 362S162-33 33 8' 2" 7' 6" e 6' 6" e 8' 10" 8' 0" e 7' 0" e 7' 11" 7' 2" e 6' 2" e 8' 5" e 7' 8" e 6' 7" e 7' 4" e 6' 8" e 5' 8" e 7' 10" e 7' 1" e 5' 11" e 362S162-43 33 8' 11" 8' 3" 7' 3" 9' 7" 8' 9" 7' 7" 8' 7" 7' 11" 6' 11" 9' 2" 8' 4" 7' 4" e 8' 0" 7' 4" 6' 4" e 8' 6" 7' 9" 6' 9" e362S162-54 50 9' 7" 8' 10" 7' 11" 10' 3" 9' 4" 8' 2" 9' 3" 8' 7" 7' 8" 9' 10" 8' 11" 7' 10" 8' 8" 8' 0" 7' 3" 9' 2" 8' 4" 7' 3" 362S162-68 50 10' 5" 9' 7" 8' 6" 11' 0" 10' 0" 8' 9" 10' 0" 9' 3" 8' 3" 10' 6" 9' 7" 8' 4" 9' 5" 8' 8" 7' 9" 9' 9" 8' 11" 7' 9" 362S200-33 33 9' 3" 8' 4" e 7' 1" e 9' 4" 8' 6" e 7' 5" e 8' 10" e 7' 11" e 6' 8" e 8' 11" e 8' 1" e 6' 11" e 8' 1" e 7' 3" e 6' 1" e 8' 3" e 7' 6" e 6' 3" e362S200-43 33 10' 2" 9' 3" 8' 1" e 10' 2" 9' 3" 8' 1" e 9' 8" 8' 10" 7' 8" e 9' 8" 8' 10" 7' 8" e 9' 0" 8' 2" 7' 1" e 9' 0" 8' 2" 7' 2" e362S200-54 50 10' 10" 9' 11" 8' 8" 10' 10" 9' 11" 8' 8" 10' 5" 9' 5" 8' 3" 10' 5" 9' 5" 8' 3" 9' 8" 8' 9" 7' 8" 9' 8" 8' 9" 7' 8" 362S200-68 50 11' 8" 10' 7" 9' 3" 11' 8" 10' 7" 9' 3" 11' 2" 10' 1" 8' 10" 11' 2" 10' 1" 8' 10" 10' 4" 9' 5" 8' 2" 10' 4" 9' 5" 8' 2" 400S137-33 33 7' 4" 6' 10" 6' 0" e 9' 1" 8' 3" e 6' 11" e 7' 1" 6' 7" e 5' 9" e 8' 8" e 7' 10" e 6' 6" e 6' 8" e 6' 1" e 5' 4" e 8' 1" e 7' 1" e 5' 10" e400S137-43 33 8' 0" 7' 5" 6' 7" 9' 11" 9' 0" 7' 10" e 7' 9" 7' 2" 6' 4" 9' 6" 8' 7" 7' 6" e 7' 3" 6' 9" 5' 11" e 8' 9" 8' 0" 6' 10" e 400S137-54 50 8' 8" 8' 0" 7' 2" 10' 7" 9' 8" 8' 5" 8' 4" 7' 8" 6' 10" 10' 2" 9' 3" 8' 1" 7' 10" 7' 3" 6' 6" 9' 5" 8' 7" 7' 6" 400S137-68 50 9' 4" 8' 7" 7' 8" 11' 4" 10' 4" 9' 0" 9' 0" 8' 4" 7' 5" 10' 10" 9' 10" 8' 7" 8' 5" 7' 10" 7' 0" 10' 1" 9' 2" 8' 0" 400S162-33 33 8' 5" 7' 9" e 6' 9" e 9' 6" e 8' 8" e 7' 6" e 8' 1" 7' 5" e 6' 5" e 9' 1" e 8' 3" e 7' 0" e 7' 7" e 6' 11" e 5' 11" e 8' 5" e 7' 8" e 6' 3" e 400S162-43 33 9' 2" 8' 5" 7' 6" 10' 4" 9' 5" 8' 3" e 8' 10" 8' 2" 7' 2" e 9' 11" 9' 0" 7' 10" e 8' 3" 7' 7" 6' 7" e 9' 2" 8' 4" e 7' 4" e400S162-54 50 9' 10" 9' 1" 8' 2" 11' 1" 10' 1" 8' 10" 9' 6" 8' 9" 7' 10" 10' 7" 9' 8" 8' 5" 8' 11" 8' 3" 7' 5" 9' 10" 9' 0" 7' 10" 400S162-68 50 10' 8" 9' 10" 8' 9" 11' 11" 10' 10" 9' 5" 10' 3" 9' 5" 8' 5" 11' 4" 10' 4" 9' 0" 9' 8" 8' 11" 7' 11" 10' 7" 9' 7" 8' 5" 400S200-33 33 9' 7" e 8' 8" e 7' 5" e 10' 1" e 9' 2" e 7' 10" e 9' 2" e 8' 3" e 7' 0" e 9' 7" e 8' 9" e 7' 4" e 8' 5" e 7' 6" e 6' 4" e 8' 11" e 8' 0" e 6' 7" e400S200-43 33 10' 7" 9' 9" 8' 6" e 10' 11" 9' 11" 8' 8" e 10' 2" 9' 4" 8' 1" e 10' 6" 9' 6" 8' 4" e 9' 6" 8' 8" e 7' 5" e 9' 9" 8' 10" e 7' 8" e400S200-54 50 11' 5" 10' 6" 9' 4" 11' 9" 10' 8" 9' 4" 11' 0" 10' 2" 8' 11" 11' 3" 10' 2" 8' 11" 10' 4" 9' 6" 8' 3" 10' 5" 9' 6" 8' 3" 400S200-68 50 12' 4" 11' 4" 10' 0" 12' 7" 11' 5" 10' 0" 11' 10" 10' 11" 9' 6" 12' 0" 10' 11" 9' 6" 11' 2" 10' 2" 8' 10" 11' 2" 10' 2" 8' 10" 400S250-43 33 11' 6" 10' 6" 9' 2" e 11' 6" 10' 6" 9' 2" e 11' 0" 10' 0" 8' 8" e 11' 0" 10' 0" 8' 9" e 10' 3" 9' 4" e 7' 10" e 10' 3" 9' 4" e 8' 1" e 400S250-54 50 12' 4" 11' 3" 9' 10" 12' 4" 11' 3" 9' 10" 11' 10" 10' 9" 9' 5" 11' 10" 10' 9" 9' 5" 11' 0" 10' 0" 8' 9" 11' 0" 10' 0" 8' 9" 400S250-68 50 13' 3" 12' 0" 10' 6" 13' 3" 12' 0" 10' 6" 12' 8" 11' 6" 10' 1" 12' 8" 11' 6" 10' 1" 11' 9" 10' 8" 9' 4" 11' 9" 10' 8" 9' 4" 600S137-33 33 8' 5" 7' 10" e 7' 0" e 11' 8" e 10' 6" e 8' 10" e 8' 2" e 7' 7" e 6' 9" e 11' 1" e 9' 11" e 8' 5" e 7' 8" e 7' 1" e 6' 4" e 10' 2" e 9' 1" e 7' 5" e600S137-43 33 9' 1" 8' 5" 7' 7" e 12' 11" 11' 9" e 10' 1" e 8' 9" 8' 2" 7' 4" e 12' 5" 11' 3" e 9' 7" e 8' 3" 7' 8" 6' 11" e 11' 6" e 10' 4" e 8' 9" e 600S137-54 50 9' 8" 9' 0" 8' 1" 13' 11" 12' 11" 11' 7" 9' 4" 8' 8" 7' 9" 13' 5" 12' 6" 11' 1" 8' 10" 8' 2" 7' 4" 12' 8" 11' 9" 10' 4" 600S137-68 50 10' 5" 9' 7" 8' 7" 14' 9" 13' 8" 12' 4" 10' 0" 9' 3" 8' 4" 14' 3" 13' 3" 11' 10" 9' 5" 8' 9" 7' 10" 13' 5" 12' 6" 11' 1" 600S162-33 33 9' 8" e 9' 0" e 8' 1" e 13' 1" e 11' 11" e 10' 1" e 9' 4" e 8' 8" e 7' 10" e 12' 6" e 10' 11" e 8' 11" e 8' 10" e 8' 2" e 7' 4" e 11' 3" e 9' 9" e 7' 11" e600S162-43 33 10' 4" 9' 7" 8' 8" e 14' 3" 12' 11" e 11' 3" e 10' 0" 9' 3" 8' 4" e 13' 8" e 12' 5" e 10' 8" e 9' 5" 8' 9" e 7' 11" e 12' 8" e 11' 6" e 9' 9" e600S162-54 50 11' 0" 10' 3" 9' 2" 15' 3" 13' 11" 12' 2" 10' 8" 9' 10" 8' 10" 14' 7" 13' 3" 11' 7" 10' 0" 9' 4" 8' 4" 13' 7" 12' 4" 10' 9" 600S162-68 50 11' 10" 10' 11" 9' 10" 16' 5" 14' 11" 13' 0" 11' 5" 10' 7" 9' 5" 15' 8" 14' 3" 12' 5" 10' 9" 9' 11" 8' 11" 14' 7" 13' 3" 11' 7" 600S200-33 33 11' 2" e 10' 4" e 9' 2" e 13' 9" e 12' 6" e 10' 1" e 10' 10" e 10' 0" e 8' 10" e 13' 2" e 11' 7" e 9' 6" e 10' 2" e 9' 4" e 8' 2" e 12' 0" e 10' 4" e 8' 6" e 600S200-43 33 12' 0" 11' 2" e 10' 0" e 15' 0" e 13' 7" e 11' 11" e 11' 7" 10' 9" e 9' 8" e 14' 4" e 13' 0" e 11' 4" e 10' 11" e 10' 2" e 9' 0" e 13' 3" e 12' 1" e 10' 2" e 600S200-54 50 12' 9" 11' 10" 10' 8" 16' 1" 14' 7" 12' 9" 12' 4" 11' 5" 10' 4" 15' 4" 14' 0" 12' 2" 11' 7" 10' 9" 9' 9" 14' 3" 13' 0" 11' 4" 600S200-68 50 13' 8" 12' 8" 11' 4" 17' 3" 15' 8" 13' 8" 13' 2" 12' 2" 10' 11" 16' 6" 15' 0" 13' 1" 12' 5" 11' 6" 10' 4" 15' 4" 13' 11" 12' 2" 600S250-43 33 13' 8" 12' 8" e 11' 3" e 15' 8" e 14' 3" e 12' 5" e 13' 2" e 12' 3" e 10' 9" e 15' 0" e 13' 7" e 11' 7" e 12' 5" e 11' 5" e 9' 11" e 13' 11" e 12' 8" e 10' 5" e600S250-54 50 14' 6" 13' 6" 12' 1" 16' 10" 15' 4" 13' 4" 14' 0" 13' 0" 11' 9" 16' 1" 14' 8" 12' 9" 13' 3" 12' 3" 11' 0" 14' 11" 13' 7" 11' 10" 600S250-68 50 15' 6" 14' 4" 12' 11" 18' 1" 16' 5" 14' 4" 15' 0" 13' 10" 12' 6" 17' 3" 15' 8" 13' 9" 14' 1" 13' 1" 11' 9" 16' 1" 14' 7" 12' 9" 800S137-33 33 9' 1" e 8' 5" e 7' 7" e 12' 10" e 11' 8" e 10' 1" e 8' 9" e 8' 1" e 7' 3" e 12' 4" e 11' 2" e 9' 6" e 8' 3" e 7' 8" e 6' 10" e 11' 5" e 10' 3" e 8' 8" e800S137-43 33 9' 10" 9' 2" 8' 3" e 14' 1" 12' 11" e 11' 4" e 9' 6" 8' 10" 7' 11" e 13' 7" e 12' 5" e 10' 10" e 9' 0" 8' 4" e 7' 6" e 12' 8" e 11' 7" e 10' 0" e800S137-54 50 10' 6" 9' 9" 8' 9" 15' 1" 14' 0" 12' 7" 10' 2" 9' 5" 8' 5" 14' 7" 13' 6" 12' 1" 9' 7" 8' 10" 8' 0" 13' 9" 12' 9" 11' 5" 800S137-68 50 11' 3" 10' 5" 9' 4" 16' 1" 14' 10" 13' 4" 10' 10" 10' 0" 9' 0" 15' 6" 14' 4" 12' 11" 10' 2" 9' 5" 8' 6" 14' 7" 13' 7" 12' 2" 800S162-33 33 10' 4" e 9' 7" e 8' 7" e 14' 5" e 13' 0" e 11' 1" e 10' 0" e 9' 3" e 8' 4" e 13' 9" e 12' 4" e 10' 5" e 9' 5" e 8' 9" e 7' 10" e 12' 8" e 11' 3" e 9' 5" e800S162-43 33 11' 3" 10' 5" 9' 4" e 15' 11" e 14' 7" e 12' 7" e 10' 11" 10' 1" e 9' 0" e 15' 4" e 13' 11" e 12' 0" e 10' 3" e 9' 6" e 8' 6" e 14' 3" e 12' 10" e 10' 11" e 800S162-54 50 12' 0" 11' 1" 10' 0" 17' 3" 15' 11" 14' 3" 11' 7" 10' 9" 9' 8" 16' 8" 15' 5" 13' 9" 10' 11" 10' 1" 9' 1" 15' 8" 14' 6" 12' 11" e 800S162-68 50 12' 9" 11' 10" 10' 7" 18' 4" 17' 0" 15' 4" 12' 4" 11' 5" 10' 3" 17' 8" 16' 5" 14' 9" 11' 7" 10' 9" 9' 8" 16' 8" 15' 6" 13' 11" 800S200-33 33 12' 2" e 11' 4" e 10' 3" e 16' 4" e 14' 6" e 12' 1" e 11' 10" e 11' 0" e 9' 10" e 15' 5" e 13' 6" e 11' 0" e 11' 2" e 10' 4" e 9' 2" e 13' 11" e 12' 1" e 9' 6" e 800S200-43 33 13' 1" 12' 2" e 10' 11" e 18' 8" e 16' 11" e 14' 2" e 12' 7" e 11' 9" e 10' 7" e 17' 10" e 16' 2" e 13' 3" e 11' 11" e 11' 1" e 10' 0" e 16' 6" e 14' 6" e 11' 10" e800S200-54 50 13' 10" 12' 10" 11' 7" 20' 1" 18' 4" 16' 0" 13' 5" 12' 5" 11' 2" 19' 4" 17' 6" 15' 4" e 12' 8" 11' 9" 10' 7" 17' 11" 16' 3" 13' 9" e800S200-68 50 14' 9" 13' 8" 12' 4" 21' 3" 19' 8" 17' 2" 14' 3" 13' 3" 11' 11" 20' 7" 18' 10" 16' 5" 13' 5" 12' 6" 11' 3" 19' 3" 17' 6" 15' 3" "e" web stiffeners required at ends. See Table Notes and figures on page 61. Ceiling/Soffit Spans (S-Sections) www.SSMA.com68 Copyright © 2015 by the SSMA Section Properties & Ceiling Spans (F-Sections) (Hat) Furring Channel Section Properties (F-Sections) Section Fy (ksi) Design Thickness (in) Gross Properties Effective Properties Area (in2)Weight (lb/ft)Ix (in4)Rx (in)Iy (in4)Ry (in)Ix (in4)Sx (in3)Ma (in-k) 087F125-18 33 0.0188 0.070 0.239 0.009 0.356 0.0354 0.710 0.0086 0.0160 0.317087F125-27 33 0.0283 0.105 0.356 0.013 0.353 0.0528 0.710 0.0131 0.0272 0.537 087F125-30 33 0.0312 0.115 0.391 0.014 0.353 0.0580 0.710 0.0143 0.0307 0.606 087F125-33 33 0.0346 0.127 0.432 0.016 0.351 0.0641 0.710 0.0157 0.0337 0.665087F125-43 33 0.0451 0.162 0.550 0.020 0.348 0.0817 0.711 0.0196 0.0420 0.830 150F125-18 33 0.0188 0.094 0.320 0.031 0.575 0.0467 0.705 0.0299 0.0344 0.679150F125-27 33 0.0283 0.140 0.477 0.046 0.572 0.0697 0.705 0.0459 0.0569 1.125150F125-30 33 0.0312 0.154 0.525 0.050 0.571 0.0767 0.705 0.0503 0.0639 1.263150F125-33 33 0.0346 0.171 0.581 0.055 0.570 0.0848 0.705 0.0554 0.0704 1.391150F125-43 33 0.0451 0.219 0.745 0.070 0.565 0.1087 0.705 0.0699 0.0888 1.755 2 ½" min " ⅞" o r 1 ½ " ½" X Y X Y Table Notes 1. If present, hems and offsets in flanges are ignored. 2. Effective properties are given as the minimum value for positive or negative bending. 3. See page 5 for additional table notes. (Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/240 Section Fy (ksi)Spans 4 psf 6 psf 13 psf * Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 087F125-18 33 Single 5' 2"4' 9"4' 1"4' 6"4' 1"3' 7"3' 6"3' 2"2' 9"Multiple 6' 5"5' 10"5' 1"5' 7"5' 1"4' 2"4' 0"3' 6"2' 10" 087F125-27 33 Single 6' 0"5' 5"4' 9"5' 3"4' 9"4' 2"4' 0"3' 8"3' 2" Multiple 7' 5"6' 9"5' 10"6' 6"5' 10"5' 2"5' 0"4' 6"3' 8" 087F125-30 33 Single 6' 2"5' 7"4' 11"5' 5"4' 11"4' 3"4' 2"3' 9"3' 4" Multiple 7' 7"6' 11"6' 1"6' 8"6' 1"5' 3"5' 2"4' 8"3' 11" 087F125-33 33 Single 6' 4"5' 9"5' 1"5' 7"5' 1"4' 5"4' 4"3' 11"3' 5"Multiple 7' 10"7' 2"6' 3"6' 10"6' 3"5' 5"5' 4"4' 10"4' 1" 087F125-43 33 Single 6' 10"6' 3"5' 5"6' 0"5' 5"4' 9"4' 7"4' 2"3' 8"Multiple 8' 6"7' 8"6' 9"7' 5"6' 9"5' 10"5' 9"5' 2"4' 6" 150F125-18 33 Single 7' 11"7' 2"6' 3"6' 11"6' 3"5' 6"5' 4"4' 10"4' 2"Multiple 9' 9"8' 10"7' 6"8' 6"7' 6"6' 0"5' 8"4' 9"3' 8" 150F125-27 33 Single 9' 1"8' 3"7' 3"7' 11"7' 3"6' 4"6' 2"5' 7"4' 10" Multiple 11' 3"10' 3"8' 11"9' 10"8' 11"7' 10"7' 7"6' 7"5' 4" 150F125-30 33 Single 9' 5"8' 6"7' 5"8' 2"7' 5"6' 6"6' 4"5' 9"5' 0" Multiple 11' 7"10' 6"9' 2"10' 2"9' 2"8' 0"7' 10"7' 0"5' 8" 150F125-33 33 Single 9' 8"8' 10"7' 8"8' 6"7' 8"6' 9"6' 6"5' 11"5' 2"Multiple 12' 0"10' 11"9' 6"10' 6"9' 6"8' 4"8' 1"7' 4"6' 0" 150F125-43 33 Single 10' 6"9' 6"8' 4"9' 2"8' 4"7' 3"7' 1"6' 5"5' 7"Multiple 13' 0"11' 9"10' 3"11' 4"10' 3"9' 0"8' 9"8' 0"6' 8" * Loads that exceed 10 psf limit require an approved CP60 coating. Table Notes 1. Single spans are the minimum span based on moment, shear, web crippling, or deflection. 2. Multiple spans indicate two or more equal and continuous spans with span length measured support to support. 3. Web crippling check is based on 1" of bearing at end and interior supports. 4. Multiple spans are the minimum span based on moment, shear, web crippling, deflection, combined bending and shear, or combined bending and web crippling. 5. See page 5 for additional table notes. (Hat) Furring Channel Allowable Ceiling Spans (F-Sections) - L/360 Section Fy (ksi)Spans 4 psf 6 psf 13 psf * Spacing (in) on center Spacing (in) on center Spacing (in) on center 12 16 24 12 16 24 12 16 24 087F125-18 33 Single 4' 6"4' 1"3' 7"4' 0"3' 7"3' 2"3' 1"2' 9"2' 5"Multiple 5' 7"5' 1"4' 5"4' 11"4' 5"3' 11"3' 9"3' 5"2' 10" 087F125-27 33 Single 5' 3"4' 9"4' 2"4' 7"4' 2"3' 7"3' 6"3' 2"2' 10"Multiple 6' 6"5' 10"5' 2"5' 8"5' 2"4' 6"4' 4"4' 0"3' 6" 087F125-30 33 Single 5' 5"4' 11"4' 3"4' 8"4' 3"3' 9"3' 8"3' 4"2' 11"Multiple 6' 8"6' 1"5' 3"5' 10"5' 3"4' 7"4' 6"4' 1"3' 7" 087F125-33 33 Single 5' 7"5' 1"4' 5"4' 10"4' 5"3' 10"3' 9"3' 5"3' 0" Multiple 6' 10"6' 3"5' 5"6' 0"5' 5"4' 9"4' 8"4' 3"3' 8" 087F125-43 33 Single 6' 0"5' 5"4' 9"5' 3"4' 9"4' 2"4' 0"3' 8"3' 2" Multiple 7' 5"6' 9"5' 10"6' 6"5' 10"5' 2"5' 0"4' 6"4' 0" 150F125-18 33 Single 6' 11"6' 3"5' 6"6' 0"5' 6"4' 9"4' 8"4' 3"3' 8"Multiple 8' 6"7' 9"6' 9"7' 5"6' 9"5' 11"5' 8"4' 9"3' 8" 150F125-27 33 Single 7' 11"7' 3"6' 4"6' 11"6' 4"5' 6"5' 4"4' 10"4' 3"Multiple 9' 10"8' 11"7' 10"8' 7"7' 10"6' 10"6' 8"6' 0"5' 3" 150F125-30 33 Single 8' 2"7' 5"6' 6"7' 2"6' 6"5' 8"5' 6"5' 0"4' 5"Multiple 10' 2"9' 2"8' 0"8' 10"8' 0"7' 0"6' 10"6' 3"5' 5" 150F125-33 33 Single 8' 6"7' 8"6' 9"7' 5"6' 9"5' 10"5' 9"5' 2"4' 6" Multiple 10' 6"9' 6"8' 4"9' 2"8' 4"7' 3"7' 1"6' 5"5' 7" 150F125-43 33 Single 9' 2"8' 4"7' 3"8' 0"7' 3"6' 4"6' 2"5' 7"4' 11"Multiple 11' 4"10' 3"9' 0"9' 11"9' 0"7' 10"7' 8"6' 11"6' 1" www.SSMA.com 69Complies With 2009, 2012 and 2015 IBC Section Properties & Ceiling Spans (U-Sections) Table Notes 1. Inside bend radius taken as 3/32". 2. See page 5 for additional table notes. Table Notes ½" ¾", 1 ½" X Y X Allowable Ceiling Spans (U-Sections) - L/240 Section Fy (ksi)Spans 4 psf 6 psf 13 psf *15 psf * Channel Spacing (in) on center Channel Spacing (in) on center Channel Spacing (in) on center Channel Spacing (in) on center 24 36 48 60 72 24 36 48 60 72 24 36 48 60 72 24 36 48 60 72 75U050-54 33 Single 3' 11" 3' 5" 3' 1" 2' 10" 2' 8" 3' 5" 3' 0" 2' 8" 2' 6" 2' 4" 2' 7" 2' 4" 2' 1" 1' 11" 1' 9" 2' 6" 2' 2" 2' 0" 1' 10" 1' 8"Multiple 4' 10" 4' 2" 3' 10" 3' 7" 3' 4" 4' 2" 3' 8" 3' 4" 3' 1" 2' 10" 3' 3" 2' 9" 2' 4" 2' 1" 1' 11" 3' 1" 2' 7" 2' 2" 2' 0" 1' 9" 150U050-54 33 Single 5' 6" 4' 10" 4' 5" 4' 1" 3' 10" 4' 10" 4' 3" 3' 10" 3' 7" 3' 5" 3' 9" 3' 3" 3' 0" 2' 9" 2' 7" 3' 7" 3' 2" 2' 10" 2' 7" 2' 5" Multiple 7' 1" 6' 2" 5' 8" 5' 3" 4' 11" 6' 2" 5' 5" 4' 11" 4' 7" 4' 4" 4' 10" 4' 2" 3' 9" 3' 4" 3' 0" 4' 7" 4' 0" 3' 6" 3' 1" 2' 9" 200U050-54 33 Single 5' 10" 5' 1" 4' 8" 4' 4" 4' 1" 5' 1" 4' 6" 4' 1" 3' 10" 3' 7" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10" 3' 10" 3' 4" 3' 1" 2' 10" 2' 8"Multiple 7' 5" 6' 6" 5' 11" 5' 6" 5' 2" 6' 6" 5' 8" 5' 2" 4' 10" 4' 7" 5' 1" 4' 5" 4' 0" 3' 9" 3' 6" 4' 10" 4' 3" 3' 10" 3' 7" 3' 2" 250U050-54 33 Single 6' 1" 5' 4" 4' 10" 4' 6" 4' 3" 5' 4" 4' 8" 4' 3" 4' 0" 3' 9" 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10"Multiple 7' 9" 6' 9" 6' 2" 5' 9" 5' 5" 6' 9" 5' 11" 5' 5" 5' 0" 4' 9" 5' 3" 4' 7" 4' 3" 3' 11" 3' 9" 5' 0" 4' 5" 4' 0" 3' 9" 3' 7" Allowable Ceiling Spans (U-Sections) - L/360 Section Fy (ksi)Spans 4 psf 6 psf 13 psf *15 psf * Spacing (in) on center Spacing (in) on center Spacing (in) on center Spacing (in) on center 24 36 48 60 72 24 36 48 60 72 24 36 48 60 72 24 36 48 60 72 75U050-54 33 Single 3' 5" 3' 0" 2' 8" 2' 6" 2' 4" 3' 0" 2' 7" 2' 4" 2' 2" 2' 1" 2' 4" 2' 0" 1' 10" 1' 8" 1' 7" 2' 2" 1' 11" 1' 9" 1' 7" 1' 6"Multiple 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 3' 8" 3' 2" 2' 11" 2' 8" 2' 7" 2' 10" 2' 6" 2' 3" 2' 1" 1' 11" 2' 8" 2' 4" 2' 2" 2' 0" 1' 9" 150U050-54 33 Single 5' 6" 4' 10" 4' 5" 4' 1" 3' 10" 4' 10" 4' 3" 3' 10" 3' 7" 3' 5" 3' 9" 3' 3" 3' 0" 2' 9" 2' 7" 3' 7" 3' 2" 2' 10" 2' 7" 2' 5" Multiple 7' 1" 6' 2" 5' 8" 5' 3" 4' 11" 6' 2" 5' 5" 4' 11" 4' 7" 4' 4" 4' 10" 4' 2" 3' 9" 3' 4" 3' 0" 4' 7" 4' 0" 3' 6" 3' 1" 2' 9" 200U050-54 33 Single 5' 10" 5' 1" 4' 8" 4' 4" 4' 1" 5' 1" 4' 6" 4' 1" 3' 10" 3' 7" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10" 3' 10" 3' 4" 3' 1" 2' 10" 2' 8" Multiple 7' 5" 6' 6" 5' 11" 5' 6" 5' 2" 6' 6" 5' 8" 5' 2" 4' 10" 4' 7" 5' 1" 4' 5" 4' 0" 3' 9" 3' 6" 4' 10" 4' 3" 3' 10" 3' 7" 3' 2" 250U050-54 33 Single 6' 1" 5' 4" 4' 10" 4' 6" 4' 3" 5' 4" 4' 8" 4' 3" 4' 0" 3' 9" 4' 2" 3' 8" 3' 4" 3' 1" 2' 11" 4' 0" 3' 6" 3' 2" 3' 0" 2' 10"Multiple 7' 9" 6' 9" 6' 2" 5' 9" 5' 5" 6' 9" 5' 11" 5' 5" 5' 0" 4' 9" 5' 3" 4' 7" 4' 3" 3' 11" 3' 9" 5' 0" 4' 5" 4' 0" 3' 9" 3' 7" *Loads that exceed 10 psf limit require an approved CP60 coating. *Loads that exceed 10 psf limit require an approved CP60 coating. U-Channel Section Properties Section Fy (ksi) Design Thickness (in) Gross Properties Effective Properties Area (in2)Weight (lb/ft)Ix (in4)Rx (in)Iy (in4)Ry (in)Ix (in4)Sx (in3)Ma (in-k)Va (lb) 75U050-54 33 0.0566 0.087 0.30 0.007 0.288 0.002 0.155 0.007 0.019 0.45 315150U050-54 33 0.0566 0.129 0.44 0.039 0.547 0.003 0.144 0.039 0.052 1.22 840200U050-54 33 0.0566 0.157 0.54 0.079 0.709 0.003 0.136 0.079 0.079 1.87 1190250U050-54 33 0.0566 0.186 0.63 0.139 0.866 0.003 0.128 0.139 0.111 2.64 1540 1. Multiple span indicates two or more equal spans with channel continuous over interior supports. 2. Listed spans are based on unbraced compression flanges. 3. Web crippling check is based on ¾" bearing at end and interior supports. No bearing stiffeners are required. 4. See page 5 for additional table notes. www.SSMA.com70 Copyright © 2015 by the SSMA Table Notes Allowable Screw Connection Capacity (lbs) Thickness (Mils)Design Thickness Fy Yield (ksi) Fu Tensile (ksi) #6 Screw #8 Screw #10 Screw #12 Screw ¼" Screw (Pss = 643 lbs, Pts = 419 lbs)(Pss= 1278 lbs, Pts = 586 lbs)(Pss= 1644 lbs, Pts = 1158 lbs)(Pss= 2330 lbs, Pts = 2325 lbs)(Pss= 3048 lbs, Pts = 3201 lbs) 0.138" dia, 0.272" Head 0.164" dia, 0.272" Head 0.190" dia, 0.340" Head 0.216" dia, 0.340" Head 0.250" dia, 0.409" Head Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over Shear Pull-Out Pull-Over 18 0.0188 33 33 44 24 84 48 29 84 52 33 105 55 38 105 60 44 127270.0283 33 33 82 37 127 89 43 127 96 50 159 102 57 159 110 66 191300.0312 33 33 95 40 140 103 48 140 111 55 175 118 63 175 127 73 211 33 0.0346 33 45 151 61 140 164 72 195 177 84 265 188 95 265 203 110 318430.0451 33 45 214 79 140 244 94 195 263 109 345 280 124 345 302 144 415 54 0.0566 33 45 214 100 140 344 118 195 370 137 386 394 156 433 424 180 521 68 0.0713 33 45 214 125 140 426 149 195 523 173 386 557 196 545 600 227 656 97 0.1017 33 45 214 140 140 426 195 195 548 246 386 777 280 775 1,016 324 9361180.1242 33 45 214 140 140 426 195 195 548 301 386 777 342 775 1,016 396 1,067 54 0.0566 50 65 214 140 140 426 171 195 534 198 386 569 225 625 613 261 752680.0713 50 65 214 140 140 426 195 195 548 249 386 777 284 775 866 328 948970.1017 50 65 214 140 140 426 195 195 548 356 386 777 405 775 1,016 468 1,0671180.1242 50 65 214 140 140 426 195 195 548 386 386 777 494 775 1,016 572 1,067 Allowable Weld Capacity (lbs / in) Thickness (Mils)Design Thickness Fy Yield (ksi) Fu Tensile (ksi) Fillet Welds Flare Groove Welds Longitudinal Transverse Longitudinal Transverse 43 0.0451 33 45 499 864 544 663540.0566 33 45 626 1084 682 832680.0713 33 45 789 1365 859 1048970.1017 33 45 1125 1269 - 1 - 1 54 0.0566 50 65 905 1566 985 1202680.0713 50 65 1140 1972 1241 1514970.1017 50 65 1269 1269 - 1 - 1 Screw and Weld Capacities Weld Capacities Screw Capacities Table Notes 1. Capacities based on AISI S100 Section E4. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. Tabulated values assume two sheets of equal thickness are connected. 3. Capacities are based on Allowable Strength Design (ASD) and include safety factor of 3.0. 4. Where multiple fasteners are used, screws are assumed to have a center-to-center spacing of at least 3 times the nominal diameter (d). 5. Screws are assumed to have a center-of-screw to edge-of-steel dimension of at least 1.5 times the nominal diameter (d) of the screw. 6. Pull-out capacity is based on the lesser of pull-out capacity in sheet closest to screw tip or tension strength of screw. 7. Pull-over capacity is based on the lesser of pull-over capacity for sheet closest to screw header or tension strength of screw. 8. Values are for pure shear or tension loads. See AISI Section E4.5 for combined shear and pull-over. 9. Screw Shear (Pss), tension (Pts), diameter, and head diameter are from CFSEI Tech Note (F701-12). 10. Screw shear strength is the average value, and tension strength is the lowest value listed in CFSEI Tech Note (F701-12). 11. Higher values for screw strength (Pss, Pts), may be obtained by specifying screws from a specific manufacturer. 1. Capacities based on the AISI S100 Specification Sections E2.4 for fillet welds and E2.5 for flare groove welds. 2. When connecting materials of different steel thicknesses or tensile strengths, use the lowest values. 3. Capacities are based on Allowable Strength Design (ASD). 4. Weld capacities are based on E60 electrodes. For material thinner than 68 mil, 0.030" to 0.035" diameter wire electrodes may provide best results. 5. Longitudinal capacity is considered to be loading in the direction of the length of the weld. 6. Transverse capacity is loading in perpendicular direction of the length of the weld. 7. For flare groove welds, the effective throat of weld is conservatively assumed to be less than 2t. 8. For longitudinal fillet welds, a minimum value of EQ E2.4-1, E2.4-2, and E2.4-4 was used. 9. For transverse fillet welds, a minimum value of EQ E2.4-3 and E2.4-4 was used. 10. For longitudinal flare groove welds, a minimum value of EQ E2.5-2 and E2.5-3 was used. 1Weld capacity for material thickness greater than 0.10” requires engineering judgment to determine leg of welds, W1 and W2. www.SSMA.com 71Complies With 2009, 2012 and 2015 IBC Attach deflection track to structure Bridging maximum 12" below deflection track web Gap to allow for deflection Engineer of record: verify gap depth Do not screw deflection track to wall studs or attach finish to deflection track Wall stud Typical Details Deflection Track Clip angle Length = Stud depth - ½" U-Channel Lateral Bracing Visit our extensive CAD library at www.SSMA.com. Construction details are available in .dwg and .pdf formats. Blocking Wall framing Flat strap Flat Strap Lateral Bracing General Note: All connections should be designed by a licensed design professional. Bypass wall stud Structural angle (by others) Slide clip screw attached to stud and attached to pour stop angle Slide Clip Attachment Wall Stud Web Stiffener Track Web stiffene Stud PRODUCTTECHNICAL GUIDE Steel Stud Manufacturers Association Copyright © 2015 by the Steel Stud Manufacturers Assoc iation www.SSMA.com SSMA Headquarters SSMA Member Locations Effective 8/14/15 and supersedes all previous information. www.SSMA.comSteel Stud Manufacturers Association 35 Wacker Drive, Suite 850 Chicago, IL 60601 Phone: 312-224-2570 Technical Oce: 855-345-SSMA Email: info@SSMA.com Allsteel & Gypsum Products Inc Phone: 954-587-1900 www.AllSteelProducts.com Consolidated Fabricators, Corp. Phone: 909-770-8920 www.CONFABbpd.com CRACO Manufacturing, Inc. Phone: 803-684-5544 www.CRACOMetals.com Custom Stud, Inc. Phone: 952-985-7000 www.CustomStud.com FRAMETEK Steel Products Phone: 951-369-5204 www.FRAMETEKSteel.com Olmar Supply Inc. Phone: 925-447-3500 www.OLMARSupply.com Quail Run Building Materials Phone: 602-269-2316 www.QRBM.com SCAFCO Steel Stud Company Phone: 509-343-9000 www.SCAFCO.com Steel Construction Systems Phone: 407-438-1664 www.SteelConSystems.com United Metal Products, Inc. Phone: 951-739-9535 www.UnitedMetalProducts.com 3064P GREASE INTERCEPTOR MEMORANDUM To: Raja Nagubandi – Applicant Date: July 25, 2025 Yolanda G Cervantes – Associate Engineer From: PWA, Water Resources Location: 301 N TUSTIN AVE, SUITE D – MARCO’S PIZZA #7447 The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease (FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows: A Gravity Grease Interceptor (GGI) is required at this FSE ☐ This FSE shall install a Gravity Grease Interceptor (GGI). ☒ This FSE shall maintain the existing Gravity Grease Interceptor (GGI). This FSE qualifies for at least one of the following condition(s): This is a new FSE, or; This is an existing FSE undergoing remodeling, or; This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged to the sewer system. C/c: Water Resources Division Planning & Building Agency OC Health Care Agency Public Works Agency (Development) EEC Environmental Applicant ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Servi ce, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2020 ICC Evaluation Service, LLC. All rights reserved. Page 1 of 9 ICC-ES Evaluation Report ESR-1255 Reissued May 2020 This report is subject to renewal May 2022. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 81 33—Mineral-Fiber Fireproofing REPORT HOLDER: 3M FIRE PROTECTION PRODUCTS EVALUATION SUBJECT: 3M FIRE BARRIER DUCT WRAP 615+ BLANKET FOR GREASE DUCT ENCLOSURE ASSEMBLIES 1.0 EVALUATION SCOPE Compliance with the following codes:  2018, 2015, 2012 and 2009 International Building Code® (IBC)  2018, 2015, 2012 and 2009 International Mechanical Code® (IMC)  2018, 2015, 2012 and 2009 IAPMO Uniform Mechanical Code (UMC)  Other Codes (see Section 8.0) Properties evaluated:  Durability  Fire resistance  Noncombustibility  Surface burning characteristics 2.0 USES The 3M Fire Barrier Duct Wrap 615+ is a flexible blanket used to construct zero-clearance, fire-resistance-rated grease duct enclosure assemblies serving Type I kitchen hoods. The duct wrap material complies with 2018, 2015, 2012 IMC Section 506.3.11.2 (2009 IMC Section 506.3.10.2) and 2018 IAPMO UMC Sections 507.4.5 and 507.4.6 [(2015 IAPMO UMC Sections 507.3.5 and 507.3.6), (2012 IAPMO UMC Sections 507.2.5 and 507.2.6), (2009 IAPMO UMC Sections 507.2.6 and 510.7.3.1), and is an alternative to the one- and two-hour fire-resistance-rated enclosure requirements of 2018, 2015 and 2012 IBC Section 713.4 (2009 IBC Section 708.4) and 2018, 2015 and 2012 IAPMO UMC Section 510.7 (2009 IAPMO UMC Section 510.7.1), when installed in accordance with Section 4.0. 3.0 DESCRIPTION 3.1 Materials: 3.1.1 3M Fire Barrier Duct Wrap 615+ Blanket: The blanket consists of a monolithic layer of proprietary soluble, vitreous alkaline earth oxide (calcium-, silicone-, magnesium-oxide) fiber material encapsulated in a foil scrim, having a total nominal thickness of 11/2 inches. It is packaged in rolls 25 feet (7.6 m) long and either 24 inches (610 mm) or 48 inches (1219 mm) wide. The blankets have a nominal density of 6 pcf and have a flame-spread index of 25 or less and a smoke-developed index of 50 or less when tested in accordance with ASTM E84. The 615+ blanket is classified as noncombustible when tested in accordance with ASTM E136. 3.1.2 Banding Material: Banding material must be minimum 1/2-inch-wide (12.7 mm), 0.015-inch-thick (3.8 mm) stainless steel or carbon steel strap. Tools used for banding are a hand tensioner and a clip seal crimping tool. 3.1.3 Duct System: The duct must comply with Section 506.3 of the IMC or Sections 510.1, 510.4 or 510.5 of the IAPMO UMC, as applicable. Under the IMC, grease ducts serving Type I hoods must be constructed either of minimum 0.0575-inch-thick (1.46 mm) (No. 16 gage) steel or of stainless steel at least 0.045 inch (1.14 mm) thick. Under the 2018 and 2015 IAPMO UMC, grease ducts serving Type I hoods must be constructed either of minimum 0.060-inch-thick (1.524 mm) (No, 16 MSG) steel or of stainless steel not less than 0.048 inch (1.219 mm) (No. 18 MSG) thick. Under the 2012 and 2009 IAPMO UMC, grease ducts serving Type I hoods must be constructed either of minimum 0.054-inch-thick (1.37 mm) (No. 16 MSG) steel or of stainless steel not less than 0.043 inch (1.09 mm) (No. 18 MSG) thick. Joints and seams of grease ducts must comply with Section 506.3.2 of the IMC, or Section 510.5.3 of the 2018 and 2015 IAPMO UMC (Section 510.5.2 of the 2012 and 2009 IAPMO UMC). Duct supports must comply with Section 506.3.3 of the IMC, or Sections 510.1.6 and 510.5.1 of the 2018, 2015, 2012 and 2012 IAPMO UMC (2009 IAPMO UMC Sections 510.1.7 and 510.5.1), as applicable, and Section 4.2.3 of this report. Maximum duct size is 48 inches by 24 inches (1219 mm by 610 mm). Under IMC Section 506.3.2.5 or 2018 and 2015 IAPMO UMC Section 510.5.3.1, prior to the use or concealment of any portion of the grease duct system, a leakage test must be performed to determine that all welded joints and seams are liquid tight. 3.1.4 Sealants: 3M Fire Barrier 1000 N/S Silicone Sealant (Non-Slump) and 3M Fire Barrier 1003 S/L ESR-1255 | Most Widely Accepted and Trusted Page 2 of 9 Silicone Sealant (Self-Leveling) are ready-to-use, one- component silicone elastomers used in through- penetration fire-stop assemblies described in Section 4.2.4. The sealants are packaged in cartridges and have a shelf life of 12 months from date of packaging when stored in a clean, dry area with temperatures between 40°F and 90°F (4.4°C and 32.2°C). 3.1.5 3M Fire Barrier Grease Duct Access Door and DuctMate ULtimate Door: The rectangular prefabricated access doors are UL listed Hood and Duct Accessories. The access doors are provided in three sizes: 12 inches by 8 inches (305 mm by 203 mm), 14 inches by 10 inches (356 mm by 254 mm) and 22 inches by 22 inches (559 mm by 559 mm). The access door assembly consists of the 3M access door, four 1/4-inch-diameter (6.4 mm) threaded extension rods, three layers of the 615+ blanket, a No. 16 gage cover plate, and wing nuts and washers. 4.0 INSTALLATION 4.1 General: The Duct Wrap 615+ wrap materials are installed with zero clearance from the ducts, and may be installed with zero clearance from the insulating material to combustible construction. Grease ducts protected with Duct Wrap 615+ are permitted to penetrate nonfire-resistance-rated wall, floor-ceiling and roof-ceiling assemblies, provided the duct is protected from the point of penetration in accordance with this report. The systems are also permitted to penetrate fire-resistance-rated assemblies when the through-penetration is protected in accordance with Section 4.2.4 of this report. The systems comply with the requirements of IMC Section 602.2.1 and IAPMO UMC Section 602.2 for installation in plenums. The field-applied grease duct enclosure assemblies must be installed in accordance with IAPMO UMC Section 510.7.4. 4.2 Two-hour Fire-resistance-rated Enclosure Assembly: 4.2.1 Enclosure Assembly: The duct must be installed in accordance with IMC Section 506.3 or IAPMO UMC Sections 510.1, 510.4 or 510.5, as applicable. Ducts must have a maximum 48-inch-by-24-inch (610 mm by 1219 mm) cross-sectional opening. A total of two layers of blanket material is installed around the grease duct, using one of the four overlap techniques illustrated in Figure 1. Adjacent blankets on the inside layer are installed with either tight butt-joints between blankets or 3-inch (76 mm) perimeter and longitudinal overlaps. Edge joints of the second layer must be offset 101/2 inches (267 mm) from those of the first layer. The second layer of blanket material must have minimum 3-inch (76 mm) perimeter and longitudinal overlaps. Before the insulation is applied on ducts of 24 inches and larger, 7-inch-long (178 mm), No. 12 gage, copper-coated, mild steel impaling pins must be welded to the duct on the underside of horizontal assemblies and vertical assemblies spaced as illustrated in Figure 1B. Galvanized, mild steel speed washers must be placed over each impaling pin to secure the blanket. Steel banding straps must be placed circumferentially, 11/2 inches (38 mm) from the edge of the blanket and at 10 1/2 inches (267 mm) on center. Material must not be installed that has been abused or damaged, e.g., stepped on, unintentionally cut or ripped. The tension in the banding straps must be sufficient to firmly retain the blanket materials, but not to unduly compress the blanket, and must not be so great as to cause any cutting or damage or compression to the blanket material. Seven-inch-long (178 mm), No. 12 gage, copper-coated, mild steel impaling pins, welded to the duct as shown in Figure 1B, can be used as an alternative to steel banding straps on any size duct. 4.2.2 Grease Duct Access Doors: 4.2.2.1 General: Grease duct access doors must comply with IMC Section 506.3.8 and IAPMO UMC Section 510.3, as applicable. 4.2.2.2 Prefabricated Access Doors: The 3M Fire Barrier Grease Duct Access Door Assembly or Ductmate Ultimate Doors are installed as illustrated in Figure 3. Three layers of the 615+ blanket must be installed over the access door such that each layer overlaps the preceding layer by 1 inch (25 mm) on all four sides. Edges of the outer layer of insulation blanket must be sealed with aluminum foil tape. A No. 16 gage steel plate the same size as the outer layer of insulation blanket must be secured over the outer layer of insulation. 4.2.2.3 Field-fabricated Access Doors: The access doors must be protected with three layers of 3M Fire Barrier Duct Wrap 615+ blanket material as illustrated in Figures 2 and 3. The first layer of blanket is cut the same size as the door, and the subsequent layers must overlap the previous layer by 1 inch (25.4 mm). Access door labels must be applied to all access doors. 4.2.3 Duct Support: Horizontal duct assemblies with maximum cross-sectional openings of 24 inches by 24 inches (610 mm by 610 mm) must be supported with minimum 3/8-inch-diameter (9.5 mm), all-thread steel rod and 2-inch-by-2-inch-by-1/8-inch (51 mm by 51 mm by 3.2 mm) steel angle, spaced a maximum of 60 inches (1524 mm) on center. A minimum clearance of 0 inch and a maximum clearance of 6 inches (152 mm) is required between the vertical edge of the blanket material surrounding the duct and the steel rod. Horizontal duct assemblies with maximum dimensions of 24 inches by 48 inches (610 mm by 1219 mm) must be supported with minimum 1/2-inch-diameter (12.7 mm), all-thread steel rod and 2-inch-by-2-inch-by 1/4-inch (51 mm by 51 mm by 6.4 mm) steel angle spaced a maximum of 60 inches (1524 mm) on center. A minimum clearance of 0 inch (0 mm) and a maximum clearance of 6 inches (152 mm) is required between the vertical edge of the blanket material surrounding the duct and the steel rod. Vertical assemblies must be supported as shown in Figure 4. Vertical ducts must be supported at every floor line on the top of the slab. 4.2.4 Through-penetration Fire-stop Assemblies: See Table 1 and Figures 4 and 5 for descriptions of various through-penetration firestop assemblies that are used with the 3M Fire Barrier Duct Wrap 615+ system. The forming material placed in the annular space must be compressed to fill the space. The forming material must be recessed the appropriate depth (identified as Sealant Depth in Table 1) for application of the sealant. The sealant must be flush with the wall or floor surface. On floors, the sealant must be overlapped onto the floor approximately 1 inch (25.4 mm) and onto the insulated duct approximately 1/4 inch (6.4 mm). 5.0 CONDITIONS OF USE The 3M Fire Barrier Duct Wrap 615+ grease duct enclosure assembly described in this report complies with, or is a suitable alternative to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The enclosure systems must be constructed and installed in accordance with this report. In the event of a conflict between this report and the manufacturer’s instructions, this report governs. ESR-1255 | Most Widely Accepted and Trusted Page 3 of 9 5.2 The blanket materials are manufactured for 3M in Coahuila, Mexico, under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED Data in accordance with ASTM E2336 and the ICC-ES Acceptance Criteria for Field-applied Grease Duct Enclosure Assemblies (AC101.1), dated December 2012 (editorially revised October 2018). 7.0 IDENTIFICATION 7.1 The 3M Fire Barrier Duct Wrap 615+ blanket material must bear a label indicating the product name, the 3M Fire Protection Products name and address, clearance to combustible construction in accordance with the applicable code, and the evaluation report number (ESR-1255). The wording “Fire-resistive Enclosure, Do Not Remove” must be printed on the blankets at maximum 24-inch (610 mm) intervals. The 3M Fire Barrier Duct Wrap 615+ blanket material covering access opening panels shall be labeled with the wording “ACCESS PANEL. DO NOT OBSTRUCT.” As an alternative to labeling the insulation material, a sign including “ACCESS PANEL. DO NOT OBSTRUCT.” must be installed in the field over the insulation material covering the access opening panels. The 3M Fire Barrier Grease Duct Access Doors are identified by a label bearing the 3M Company name and address, and the product name. The Ductmate Ultimate Doors are identified by a label bearing the Ductmate Industries, Inc.’s name and address, and the product name. Sealants must be identified by the 3M company name and address, and the product name. 7.2 The report holder’s contact information is the following: 3M FIRE PROTECTION PRODUCTS 3M CENTER, BUILDING 223-2N-20 ST. PAUL, MINNESOTA 55144-1000 (651) 733-0973 www.3m.com/firestop 8.0 OTHER CODES: In addition to the codes referenced in Section 1.0, the products described in this report were evaluated for compliance with the requirements of the following codes:  2006 International Building Code® (2006 IBC)  2006 International Mechanical Code® (2006 IMC)  2006 IAPMO Uniform Mechanical Code (2006 UMC)  2003 International Building Code® (2003 IBC)  2003 International Mechanical Code® (2003 IMC)  2003 IAPMO Uniform Mechanical Code (2003 UMC) The products comply with the above-mentioned codes as described in Sections 2.0 through 7.0 of this report, except the applicable code sections are as follows for the report sections cited: • Section 2.0: — Grease duct enclosures: o 2006 and 2003 IMC Section 506.3.10 — Shaft enclosures: o 2006 and 2003 IBC Section 707.4 o 2006 and 2003 UMC Section 510.7.1 • Section 3.2: — Joints and seams of grease ducts: o 2006 and 2003 IMC Section 506.3.2 o 2006 and 2003 UMC Section 510.5.2 — Duct supports: o 2006 and 2003 IMC Section 506.3.3 o 2006 and 2003 UMC Sections 510.1.7 and 510.5.1 • Section 4.1: — 2006 and 2003 IMC Section 602.2.1 — 2006 and 2003 UMC Section 602.2 • Section 4.2.2.1: — 2006 IMC Section 506.3.8 — 2003 IMC Sections 506.3.9 and 506.3.11 — 2006 and 2003 UMC Section 510.3 ESR-1255 | Most Widely Accepted and Trusted Page 4 of 9 TABLE 1—THROUGH-PENETRATION FIRESTOP ASSEMBLIES1 MAXIMUM DUCT SIZE (inches by inches) WALL, FLOOR OR CEILING CONSTRUCTION ANNULAR SPACE (inches) PENETRATION FIRESTOP FIRE-RESISTANCE RATING (hours) Min. Max. Forming Materials Sealant Depth (inches) F-Rating T-Rating 24 × 30, wrapped with 3M Duct Wrap through-penetration No. 25 gage steel studs with one layer of 5/8-inch gypsum board on both sides 5/8 31/2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed 25 percent 5/8, both sides 1 NA 24 × 30, wrapped with 3M Duct Wrap through-penetration No 25 gage steel studs with two layers of 5/8-inch gypsum board on both sides 1 31/2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed to fill the annular space 5/8, both sides 2 NA 24 × 30, wrapped with 3M Duct Wrap through-penetration 2-by-10 wood joists, with 5/8-inch gypsum board on the bottom side and 3/4-inch plywood on the top side 1 21/2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed 25 percent 3/4, top surface 1 1 24 × 30, wrapped with 3M Duct Wrap through-penetration 41/2-inch reinforced concrete slab 11/4 21/2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed to fill the annular space 7/16, top surface 2 2 24 × 30, bare duct through-penetration 41/2-inch reinforced concrete slab 1 2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed 25 percent 3/8, top surface 2 2 24 × 48, wrapped with 3M Duct Wrap through-penetration 41/2-inch reinforced concrete slab 1 41/2 Unfaced 3M Duct Wrap or min. 4 pcf mineral wool compressed 56 percent 1/4, top surface 2 2 For SI: 1 inch = 25.4 mm. 1See Figure 4 and Figure 5 for an illustration of components. ESR-1255 | Most Widely Accepted and Trusted Page 5 of 9 FIGURE 1—TYPICAL APPLICATION OF DUCT WRAP ESR-1255 | Most Widely Accepted and Trusted Page 6 of 9 FIGURE 2—3M FIRE BARRIER DUCT WRAP 615+ COMMERCIAL KITCHEN GREASE DUCT SYSTEMS, 1- OR 2-HOUR, ACCESS DOOR SYSTEM FIGURE 3—3M FIRE BARRIER OR DUCTMATE ULTIMATE GREASE ACCESS DOOR FIGURE 4—3M FIRE BARRIER DUCT WRAP 615+ COMMERCIAL KITCHEN GREASE DUCT SYSTEMS, 1- OR 2-HOUR, VERTICAL SUPPORT ESR-1255 | Most Widely Accepted and Trusted Page 7 of 9 FIGURE 5—THROUGH-PENETRATION FIRE-STOPS ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as to any finding or other matter in this report, or as to any product covered by the report. Copyright © 2020 ICC Evaluation Service, LLC. All rights reserved. Page 8 of 9 ICC-ES Evaluation Report ESR-1255 CBC and CMC Supplement Issued May 2020 This report is subject to renewal May 2022. www.icc-es.org | (800) 423-6587 | (562) 699-0543 A Subsidiary of the International Code Council ® DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION Section: 07 81 33—Mineral-Fiber Fireproofing REPORT HOLDER: 3M FIRE PROTECTION PRODUCTS EVALUATION SUBJECT: 3M FIRE BARRIER DUCT WRAP 615+ BLANKET FOR GREASE DUCT ENCLOSURE ASSEMBLIES 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that 3M Fire Barrier Duct Wrap 615+ Blanket, recognized in ICC-ES evaluation report ESR-1255, has also been evaluated for compliance with of the code(s) noted below. Applicable code edition(s):  2016 California Building Code (CBC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and Division of State Architect (DSA), see Sections 2.1.1 and 2.1.2 below.  2016 California Mechanical Code (CMC) For evaluation of applicable chapters adopted by the California Office of Statewide Health Planning and Development (OSHPD) and Division of State Architect (DSA), see Sections 2.2.1 and 2.2.2 below. 2.0 CONCLUSIONS 2.1 CBC: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, are zero-clearance, fire-resistance-rated grease duct enclosure assemblies serving Type I kitchen hoods, that comply with CBC Sections 712.1.6, 714.3.1.2 and 714.4.1.2, provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapter 7, as applicable. 2.1.1 OHSPD: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, comply with CBC adopted Sections 712.1.6, 714.3.1.2 and 714.4.1.2 [OSPHD 1, 2 & 4] provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapter 7, as applicable. 2.1.2 DSA: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, comply with CBC adopted Sections 712.1.6, 714.3.1.2 and 714.4.1.2 [DSA- SS & DSA-SS/CC] provided the design and installation are in accordance with the 2015 International Building Code® (IBC) provisions noted in the evaluation report and the additional requirements of CBC Chapter 7, as applicable. 2.2 CMC: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, are zero-clearance, fire-resistance-rated grease duct enclosure assemblies serving Type I kitchen hoods, that comply with CMC Sections 507.3.5 and 507.3.6 and the Exception to CMC Section 510.7.3, provided the design and installation are in accordance with the 2015 IAPMO Uniform Mechanical Code® (IAPMO UMC) provisions noted in the evaluation report. ESR-1255 CBC and CMC Supplement | Most Widely Accepted and Trusted Page 9 of 9 2.2.1 OHSPD: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, comply with CMC adopted Sections 507.3.5 and 507.3. and the Exception to CMC Section 510.7.3 [OSHPD 1, 2, 3 & 4], provided the design and installation are in accordance with the 2015 IAPMO Uniform Mechanical Code® (IAPMO UMC) provisions noted in the evaluation report. 2.2.2 DSA: The 3M Fire Barrier Duct Wrap 615+ Blanket for Grease Duct Enclosure Assemblies, described in Sections 2.0 through 7.0 of the evaluation report ESR-1255, comply with CMC adopted Sections 507.3.5 and 507.3. and the Exception to CMC Section 510.7.3 [DSA-SS & DSA-SS/CC], provided the design and installation are in accordance with the 2015 IAPMO Uniform Mechanical Code® (IAPMO UMC) provisions noted in the evaluation report. This supplement expires concurrently with the evaluation report reissued May 2020. KASON PANELOCK™ PANEL FASTENERS WALK-IN | 800.935.2766 | www.kasonind.comPAGE B108 08 1 8 L I T 0 0 1 © 2 0 1 8 K a s o n I n d u s t r i e s , I n c . RIGID RAIL FASTENERS Locking Points, U.S. Patent No. 6,070,919, No. 6,299,225, No. 6,409,235, No. 6,530,610, No. 6,681,471, No. 9,803,403 and No. 9,863,143. 1156A LOCKING POINT Typical application for tongue and groove rails where fasteners are nailed or stapled to rails. Housing designed to resist spreading in high density foam rails under heavy loading. 1156 locking points available in all-stainless steel construction for high corrosion or specified applications. See model numbers with STN after the “A” or “B”. Extra Spread resistant versions of the 1153 and 1156 are available which provide the ultimate in load rating for high-wind load applications. Special cam hub shape resists spreading of the casing under high loads. See models with “SR” after the “A” or “B”. 1156B LOCKING POINT Same as No. 1156A, except with 3/8" (9.5mm) additional hook reach; for use with butt joint panels or thick rails. 1153B BARBED LOCKING POINT Functionally interchangeable with No. 1156B, with added feature of self-securing barbs. Eliminates the need for nails or staples in soft rail materials. Model No. Item Qty./Ctn. Weight/Carton 71156A00002 Locking Point 150 45 lb. (20kg) 71156B00002 Locking Point 150 47 lb. (21kg) 71156AFM001 Panelock Frontmount Short Hook 50 14.5 lb. (6.6kg) 71156BFM001 Panelock Frontmount Long Hook 50 15 lb. (6.8kg) 71156ASTN02 Stainless Steel Locking Point 150 45 lb. (20kg) 71156BSTN02 Stainless Steel Locking Point 150 47 lb. (21kg) 71156ASR002 Spread Resistant Locking Point 150 45 lb. (20kg) 71156BSR002 Spread Resistant Locking Point 150 45 lb. (20kg) Model No. Item Qty./Ctn. Weight/Carton 7153A00002 Locking Point 150 45 lb. (20kg) 7153B00002 Locking Point 150 47 lb. (21kg) 71153ASR002 Spring Resistant Lock Point 150 45 lb. (20kg) 71153BSR002 Spring Resistant Lock Point 150 47 lb. (21kg) 1156B 1/4” 6.35mm 1-41/64” 16.27mm 2-7/64” 53.58mm 1-1/2” 38.1mm .504 12.80mm 11/32” 8.73mm 5/16” 7.94mm 9/32” 7.14mm 2-9/64” 54.37 1/4” 6.35mm 1-1/2” 38.1mm 5/16” 7.94mm 1/2” 12.7mm 1-23/32” 46.66mm 2-11/32” 59.53mm .625” 15.9mm 1/4” 6.35mm 1-41/64” 16.27mm 2-7/64” 53.58mm 1-1/2” 38.1mm .504 12.80mm 11/32” 8.73mm 5/16” 7.94mm 9/32” 7.14mm 2-9/64” 54.37 1/4” 6.35mm 1-1/2” 38.1mm 5/16” 7.94mm 1/2” 12.7mm 1-11/32” 34.14 1-31/32” 50.0mm .625” 15.9mm 1153A153A STRUCTURAL CALCULATIONS (For Plan Check Responses) For ROOF TOP UNITS SUPPORT & T.I. ITEMS MARCO’S PIZZA SANTA ANA, CA 04.14.26 DCSE* , 1744 West Katella Ave, Suite 107 Orange, California 92867 714.997.1145 www.DCSEassociates.com U'�GING �rF1'r C►uPl.�� w�1�F4TS US-Tu pS 5r$ r-17-y WALL- Son 4 st DES 3l4 i t Pay w ooa � Lb W& art Mt,'/ 0, e 4,4 2, 3 &U(Ty �-QADINto P�S-WD I 52 -'a:, MOW I�R 3S II/eZ .� %C-Nu BoAAD of.-2 4 CITY OF S ANA PlanAshwB 6-R(3;ncy BY �ZS ARpNm%ckj FOR PERMIT ISSUANCE SH. 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Z? - 315 'S(�li �-> FiNG44 SJQ k:� e 7�t7A ►Ire. �.544 v MS = t q"l -8 hhc' -max 3 = � 1 i �� � oAe— > S �G�C-T. L oAD-'7q �2�•Ilod To�►�al� ; I o���cz � �,�3 = j-11 d- � 5h�� o� 1744 West Kateita Ave, Suite 107 Orange, California 92867 714.997.1145 www.DCSEassociates.com 'To Jc)IS -T C G?ETAIL 4� s-Z StCTI�ti1 ���� (e-�) Itoa = j 0 3`—ok- CITY OF SANTA ANA Plannit AW13 O�ency BY IZS Apmrpz(e FOR PERMIT ISSUANCE SH. c5;- 5 Master ID: Date: B C IF C� 1i o 5p.c K-E LoA-0-) To�-ua►1- r-,ETA i c_ Section : 362S125-33 (33 ksi) Single C Stud (punched) Maxo =299.3 Ft-Lb 1023.6 lbVa =I =0.42 in^4 Loads have not been modified for strength checks Loads have been multiplied by 0.70 for deflection calculations Bridging Connectors - Design Method =AISI S100 Span KyLy, KtLt Flexual, Distortional Connector Stress Ratio Axial Span None, None None, 128.0"N/A - Web Crippling Support Load (lb)(in)Max Int.Stiffener? Bearing Pa M (lb)(ft-lbs) R2 5.3 --Shear Connection w/ clip--NO R1 5.3 --Shear Connection w/ clip--NO Gravity Load Type Load (lb) Uniform 0plf P1y 79lb @ 10.67ft Code Check Required Interaction NotesAllowed Max. Axial, lbs 79.0(c)33%KΦ=0.00 lb-in/in240.3(c)Span Max. Shear, lbs 5.3 1%Shear (Punched)521.2 Max. Moment (MaFy, Ma-dist), ft-lbs 14.2 5%Ma-dist (control),KΦ=0.00 lb-in/in275.3 Moment Stability, ft-lbs 14.2 20%72.5 Shear/Moment 0.05 5%Shear 0.0, Moment 14.21.00 Axial/Moment 0.53 53%Axial 79.0(c), Moment 14.21.00 Deflection Span, in 0.017 --meets L/7682-- Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector Connector Interaction Anchor Interaction 0.48 %R2 5.3 0.0 1.09 %SCB45.5(2) & (2) #12-24 SST X or XL to A36 Steel 2.42 %R1 5.3 79.0 2.04 %362T125-33 (33) & (1) .157" SST PDPA/PDPAT-62KP to steel (3/16" to 1/2" thickness) * Reference catalog for connector and anchor requirement notes as well as screw placement requirements www.strongtie.comSIMPSON STRONG-TIE COMPANY INC. Project Name:25132_cfs Model:Typical Brace AISI S100-16Code: Page 1 of 1 Date: 04/14/2026 Simpson Strong-Tie® CFS Designer™ 3.4.6.0 S-4 t . L , Tim I views 01 01 II C4 C3 C2 Cl 00 u T� ❑ � WALK-IN SPECIFICATIONS NSF LISTED ( MATERIAL LIST) R CONSTRUCTION - HARD NOSE TONGUE & GROOVE HIGH DENSITY URETHANE PERIMETER (CFC FREE) WALK-IN PANELS. PANELS RIGID CONNECTION W CAM -LOCK FASTENERS (WALL TO WALL: 48"C.C. F MAX: WALL TO CEILING & FLOOR: 24" O.C. IF APPLY) AIRCOOLER CORPORATION 1719 FLORADALE AVE SOUTH EL ����e�1733 TEL�'� project. WALL PANEL - 4" THICK HIGH DENSITY URETHANE, (CFC FRE EM, ster ID: UL CLASS 1 RATED R-32 , FLAME SPREAD 20, SMOKE RATING < 250 Date: CEILING PANEL - 4" THICK HIGH DENSITY URETHANE, (CFC FIRE E), CEILING TO WALL CONNECTION: LAG DOWN CEILING FLOOR - NONE- FLOORLESS FINISH - WALLS: 26 GA STUCCO EMB GALVANIZED ( INT ) 26 GA STUCCO EMB GALVANIZED ( EXT ) CEILING: 26 GA STUCCO EMB GALVANIZED ( INT ) 26 GA STUCCO EMB GALVANIZED ( EXT ) DOOR(S) - ( 1 ) EA. 36" x 78" COOLER, FLUSH IN -FITTING DOOR WITH MAGNETIC GASKET HANDLE- KASON #1229C HINGE - KASON #1245 HINGE - KASON #1248 CLOSER - KASON #1094 ACCESSORIES - (1 ) EA. LIGHT SWITCH WITH DIGITAL THERMOMETER, PILOT S/S COVER (FLUSH) - WEISS 24DT (2) EA. VAPOR PROOF LIGHT FIXTURE - COMPACT FLUORESCENT, SHIPPED LOOSE - KASON #1806 CLOSURES- INTERIOR & EXTERIOR COVE BASE - (TO MATCH WALL PANEL FINISH) COOLER REFRIGERATION 2.0 HP CONDENSING UNIT EVAPORATOR FAN COIL MODEL# LCH0020MBACZ (1 EA) MODEL# LEL0155AS6AMA (1 EA) VOLT: 208-230 / 1 / 60 VOLT: 115 / 1 / 60 AMPERAGE: 30 AMP (FUSE) AMPERAGE: 20 AMP (FUSE) CITY OF LOS ANGELES, CALIFORNIA RESEARCH REPORT: RR 25747 SECTION 2603.4.1.2 COMPLIANCE DATA COMPOSITE PANEL -SURFACE BURING CHARACTERISTICS: FLAME SPREAD: 20 SMOKE DEVELOPED: 250-400 CORE FLASH IGNITION TEMPERATURE: 896/F CORE SELF IGNITION TEMPERATURE: 914/F VALUES ARE REPORTED BY UNDERWRITERS LABORATORIES FILE NO.33082 SPRINKLER SYSTEM ARE UNDER SEPARATE PERMIT Federal Law Minimum R Value Requirement as of Jan 2009 Min. R Value for Aircooler Section Mean Temp Federal Law 3.511 4" 5" 5.5" (F) Min. R= COOLER 28 32 40 44 55 R=25 FREEZER 32 40 44 20 R=32 FLOOR 29 33 41 45 20 R=28 Sec.340 of the Energy Policy and Conservation Act (42 u.s.c. 6311) ASTM method C-518 Q N a Cf) 0No U Q revision no. Z� A A A W a W H_ F) Cn T M date drawn date: 2026.01.26 drawn by: WIG project no.: W250618-6 checked by: general notes: 0 1. WIRING & INSTALLATION OF FIXTURES AND POWER CONNECTIONS TO BE PROVIDED BY ONSITE ELECTRICIAN 2. ALL DIMENSIONS TO HAVE BEEN FIELD VERIFIED PRIOR TO FABRICATION 3. TO AVOID CONDENSATION, WALK-IN NEEDS TO BE PROVIDED W/ 2" (MIN.) AIR GAP SPACE FROM FINISHED WALLS 4. CEILING PANELS ARE NOT DESIGNED FOR STORAGE UNLESS SPECIFIED OTHERWISE 5. AIRCOOLER WILL NOT ACCEPT LIABILITY FOR ANY LOCAL CODE REQUIREMENTS IF NOT MADE AWARE PRIOR TO FABRICATION. sheet no. 1 of 3 ALL RIGHTS RESERVED, AIRCOOLER CORPORATION - 2026 EXTERIOR POLYURETHANE FOAM PLUG BUTTON J NSF GASKET INTERIOR 26 GA. METAL FASTENER @48" O.C. MAX. KASON # 1 156B MODEL # 71 156A00002 1 " X 6" CONT. 26 GA. GALV. STEEL TOP CAP WITH #14 X 5/8 " TEK SCREWS @ 12" O.C. NSF GASKET 2X W( 3/8 " X 6" LAG BOLT AND WASHER @ 23" O.C. 26 GA. METAL CAULKING WALL PANEL POLYEURETHANEFOAM 0 CAMLOCK FASTENER @48" O.C. MAX. KASON # 1 156B MODEL # 71156A00002 PANELFRAMES NSF GASKET 26 GA. METAL UG BUTTON WALL PANEL POLYEURETHANE FOAM �A) PANEL TO PANEL CONNECTION (:BCEILING TO WALL CONNECTION -LAG (:C CORNER WALL TO WALL CONNECTION LVT."m 6" NSF COVER B ATTACHED TO WALL PANEL (TYP @ INT & E) 3/4" X 3/4" X . STEEL AN( HILTI KH-EZ F W/ 2-5/8" EMB. L L4" v.V. (ESR 3027) (LARK 25897) OR EQUAL a 4 4 � DWALL TO CONCRETE SLAB REFRIGERATION CONTRACTOR TO SUPPLY & MOUNT 5/6" DIA. MOUNTING BOLTS WITH LOCK 12" MIN. WASHERS & HEX NUTS TYPICAL 11 @ FOUR PLACES (MINIMUM) WALK-IN BOX CEILING AIR FLOW FAN COIL 3/4" NPT DRAT DRAIN LINE TO EXIT (MAX.) 45° @ BACK OF COIL (MIN Y2" DOWN PER FOOT) DRAIN LINE TO EXIT FROM FREEZER WALK-IN BOX @ 1 EARLIEST POSSIBLE DISTANCE COPPER UNION ON DRAIN LINE TO BE SUPPLIED & INSTALLED BY JOB SITE PLUMBER WALK-IN BOX INSULATED WALL d WALK-IN BOX FLOOR LOW PROFILE COIL ALL RIGHTS RESERVED, AIRCOOLER CORPORATION - 2026 AN HD =W @ 23" O.C. =K SCREWS ISH CONCRETE kB COIL'S REFRIGERATION & ELECTICAL TO PENETRATE UP THRU CEILING PENETRATION THRU WALK-IN BOX'S CEILING TO BE SEALED BY REFRIGERATION CONTRACTOR LOOP VENTS REQUIRED AT ALL SUCTION LINES EXITING OUT FROM REFRIGERATED UNIT AND FIXTURES NOTE: EACH DRAIN LINE TO RUN SEPARATELY DRAIN PENETRATION THRU WALK-IN BOX'S WALL TO BE SEALED COPPER DRAIN LINE BY JOB SITE PLUMBER MINIMUM 3/4" SPACE REQ'D FOR CLEANING JOB SITE PLUMBER TO CLAMP & SECURE DRAIN LINE IN PLACE "P" TRAP BY JOB SITE PLUMBER PROVIDE AIR GAP (SPACING) BETWEEN DRAIN RECEPTACLE & DRAIN LINE DRAIN RECEPTOR, FLOOR SINK, ETC. & DRAIN LINE DETAIL COVER PLATE J-BOX WALK-IN PANEL SEAL AROUND INTERIOR & EXTERIOR oe OF CONDUIT ENSURE ALL GAPS ARE FILLED USING FOAM SEALANT (OR EQUAL) ------------- CONDUIT REQUIREMENT :PREVENT THE PASSAGE OF AIR FROM CONDUIT INTO COLD STORE SPACE. ALL ELECTRICAL CONDUITS NEED TO BE SEALED FROM THE INSIDE WITH SILICONE SEALANT AROUND THE WIRING. C EELECTRICAL CONDUIT PENETRATION GASKET @ INT. & EXT. PERIMETER OF PANEL �2" CONDUIT WEATHERPROOF SWITCH & PILOT LIGHT, FLU MTD. (EXTERIOR) OLI CEILING PANEL WHITE GREEN RED BLACK J-BOX �- WALL PANEL GHT SWITCH &CONDUIT DETAIL pF ESSIONq\ J A E w � S? C 97746 m J Tl EXP. 09/30/27 �g7Fvl\� OFICA��F� Clj� ��9eP I na���9ncY AIRCOOLER CORPORATION 1719 FLORADALE AVE SOljl EL ����e�1733 L�'� TE F a' 1�c��s�§a,Nn�r project. Master ID: Q Da e. N am Cn C)No U Q W LO > o � N Q (n ® V D II..(n Q � � Q Q o ~ Z Z T Q M Cn revision no. date / 1 \ UPDATE 02/12/26 /`\ A drawn date: 2026.01.26 drawn by: WG project no.: W250618-6 checked by: general notes: 1. WIRING & INSTALLATION OF FIXTURES AND POWER CONNECTIONS TO BE PROVIDED BY ONSITE ELECTRICIAN 2. ALL DIMENSIONS TO HAVE BEEN FIELD VERIFIED PRIOR TO FABRICATION 3. TO AVOID CONDENSATION, WALK-IN NEEDS TO BE PROVIDED W/ 2" (MIN.) AIR GAP SPACE FROM FINISHED WALLS 4. CEILING PANELS ARE NOT DESIGNED FOR STORAGE UNLESS SPECIFIED OTHERWISE 5. AIRCOOLER WILL NOT ACCEPT LIABILITY FOR ANY LOCAL CODE REQUIREMENTS IF NOT MADE AWARE PRIOR TO FABRICATION. sheet no. 2 of 3 Product Family.- HTS Appl cation: Outdoor Temperature Range: Medium Temp Volt ge: (Volts/Ph/Hz) 208-23011160 Refri erant Type: R448A Pipi g: Standard PerformanA" LCH0020MBACZ40000 SUBMITTAL Compressor Brand: Copeland Compressor Type: Scroll Compressor Hp: 2 Compressor Model: ZS 15KAE-PFV-118 Number of Compressor(s): 1 Coil Type. Microchannel Ambient Temperature (°F) Saturated Suction Temperature (°F) Application Capacity* (BTU/H) Altitude (ft) AWEF Value 95 25 16,410 0 7.6 Compressor(s) Fan Motor(s) Electric Ratings RLA LRA Quantity Hp FLA Defrost High or Number of MCA MOPD Evap. Fan Defrost Type Low Amps? Contactors Amps Heater Amps 14.1 0f> 2 1 15 1 AIR DEFROST - - 20 30 10 30 Connections (in.) Receiver 90 % Full (Ibs) Fan Blade(s) Diameter Sound Data Approx. Net Weight Liquid Line Suction Standard Over Sized (in) (dB) (Ibs) 0.5 0.875 1 14 20 14 63 221 AIR -LOW -01 UOM Inches" 28 Sll6 LIQUID SUCTION • r 3 3116 f--231/2 CL 6 Sll6 15116 T T 2 Ill6 19 3/4 Am AGENCY LISTINGS cU0us E 3 /16 Pr duct Family: LEL De rost Type: Air Vol age: (Volts/Ph/Hz) 115/1/60 Re rigerant Type. R448A AIRCOOLER CORPORATION 1719 FLORADALE AVE LEL0155AS6AMABOOOOM TOL�����ed1733 SUBMITTAL FOTRPc ��S �§L�&N� Motor type 2 SPEED EC Number of Fans: 3 Fan HorsePower 1 20 Fins per Inch 6 Capacity Air Flow Altitude (ft) AWEF Value TD SST (°F) (OF) Application Capacity* (BTU/H) (_�F111 Fan Diameter (in.) Air Throw (ft) Standard w/Collar Cooler > 32 Freezer <= 32 9 25 16,800 1956 12 9 N/A �.. n Defrost Heater(s) Drain pan Heater(s) HG 7W7Faotor(s) Amps Watts Amps Watts Amps 2.7 - - - - IrConnections (in.) Approx. Net Weight Coil Inlet Suction External Equalizer Drain Side Port Hot Gas Drain Pan (Ibs) 1/2 7/8 1/4 3/4 - - 67 7/8" ELECTRICAL AGENCY LISTINGS KNOCKOUTS 1 11/16 o0, �.o. to 3 3 1 /8 T } � I-- 4 1/16 13/8 REFRIGERANT o o E ECTRICAL 1 13 I/4 CONNECTION END - CONNECTION END 6 1 /8 -- 49 1 /4 6 1 /8 16 7/16 i �+ AIR FLOW 14 I/16 17 11/16 - ---- 3/4" MPT (I 4 NPS) ��' (2 UOM: Inches 61 I/2 DRAIN CONNECTION 15 3/8 J A E S,y<y\ �+ S' C 97746 m J .-O EXP. 09/30/27 IVI �9TFOFCA`\�o , project. Master ID: Da e. Q N a Cf) 0No U Q revision no. A, Z` A A W LO > o Z N Q Cn ® F- H Q F) H Q Q O ~ Z Z T Q M Cn date drawn date: 2026.01.26 drawn by: WG project no.: W250618-6 checked by: general notes: 1. WIRING & INSTALLATION OF FIXTURES AND POWER CONNECTIONS TO BE PROVIDED BY ONSITE ELECTRICIAN 2. ALL DIMENSIONS TO HAVE BEEN FIELD VERIFIED PRIOR TO FABRICATION 3. TO AVOID CONDENSATION, WALK-IN NEEDS TO BE PROVIDED W/ 2" (MIN.) AIR GAP SPACE FROM FINISHED WALLS 4. CEILING PANELS ARE NOT DESIGNED FOR STORAGE UNLESS SPECIFIED OTHERWISE 5. AIRCOOLER WILL NOT ACCEPT LIABILITY FOR ANY LOCAL CODE REQUIREMENTS IF NOT MADE AWARE PRIOR TO FABRICATION. sheet no. 3 of 3 ALL RIGHTS RESERVED, AIRCOOLER CORPORATION - 2026 914 E. Katella Avenue, Anaheim, CA 92805 (714) 385-1835 Fax (714) 385-1834 STRUCTURAL CALCULATIONS Client: Project: Marco’s Pizza Location: 301 N Tustin Ave, Suite D. Santa Ana, CA, 92705 Building Code: 2025 CBC Plump File No: S.2602017 By: Y.S. Date: February 12, 2026 Revisions: These calculations are not valid unless signed and sealed in space above. ASCE Hazards Report Address: 301 N Tustin Ave Santa Ana, California 92705 Standard:ASCE/SEI 7-22 Latitude:33.747399 Risk Category:II Longitude:-117.833757 Soil Class:Default Elevation:145.29806887525984 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 102 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 133 Vmph 1,000,000-year MRI 151 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Tue Feb 10 2026 Page 1 of 5https://ascehazardtool.org/Tue Feb 10 2026 PGA M : 0.66 SMS : 1.76 SM1 : 1.17 SDS : 1.17 SD1 : 0.78 T L : 8 SS : 1.47 S1 : 0.47 VS30 : 260 Seismic Design Category:D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 3 of 5https://ascehazardtool.org/Tue Feb 10 2026 S.2602017 FLOOR LAYOUT FOR REFERENCE ONLY PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com F1 F2 FOR REFERENCE ONLY A 1 2 B S.2602017 LATERAL ANALYSIS: SEISMIC BASE SHEAR:2024 IBC, 2025 CBC, 2025 LABC,LACBC Seismic Coefficients: Ss =1.470 Ie =1.00 S1 =0.470 R = 2.00 (ASCE 7-22 SDS =1.170 Table 12.2-1. A.18) SD1 =0.780 H = 8.00 ft Ct =0.02 T = 0.10 sec x = 0.75 (ASCE 7-22 EQ 12.8-7. A.18) Design Base Shear Cs = SDS/(R/Ie)= 0.585 EQ. 12.8-3 ASCE 7-22 Cs = SD1/(T(R/Ie))= 4.099 EQ. 12.8-4 ASCE 7-22 (NOT GREATER THAN) Cs = 0.044SDSIe = 0.051 EQ. 12.8-6 ASCE 7-22 (NOT LESS THAN) Cs = 0.5S1/(R/Ie)= 0.118 EQ. 12.8-7 ASCE 7-22 (NOT LESS THAN) V = CsW = 0.585 W EQ. 12.8-1 ASCE 7-22 Seismic Base Shear DESIGN LOADS DEAD LOAD CEILING WALL Panel Thickness = 4.00 in. Panel Thickness = 4.00 in. (4" Panel Weight) Panel Weight = 3.50 psf Panel Weight = 3.50 psf Misc.= 0.50 psf Misc.= 0.50 psf Total = 4.00 psf Total = 4.00 psf LIVE LOAD Live Load = 10.00 psf * No storage allowed on insulated ceiling panels PEI Project #PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com S.2602017 BUILDING DATA: Weight of Wall = 4.00 psf Wall Height = 8.00 ft F1 Length of Building = 15.00 ft LONGITUDINAL Dist. to Res. Element = 7.50 ft TRANSVERSE F2 Length of Building = 7.50 ft LONGITUDINAL Dist. to Res. Element = 15.00 ft TRANSVERSE Lateral Forces for Ceiling Diaphragm PSF FT F1 =Ceiling = 4.00 x 15.00 = 60.00 plf Walls = 4.00 x 8.00 = 32.00 plf 92.00 plf x 0.59 (Seismic Base Shear) F1 =53.82 plf x 0.7 = 38 plf (ASD) F2 =Ceiling = 4.00 x 7.50 = 30.00 plf Walls = 4.00 x 8.00 = 32.00 plf 62.00 plf x 0.59 (Seismic Base Shear) F2 =36.27 plf x 0.7 = 25 plf (ASD) Wind (Indoors)PSF FT Fx =Interior = 5.00 x 4.00 = 20 plf (ASD) →SEISMIC Governs in F1 →SEISMIC Governs in F2 PEI Project #PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com PEI Project # S.2602017 TOTAL SHEAR ALONG LINES F1 = 100% F2 = 100% Line 1 SEISMIC Governs in F1 F1 ⇋= 38 x 7.50 x 0.500 = 141 lb Length = 1.00 + 10.08 + 0.00 = 11.1 ft Shear = 141 / 11.08 = 13 plf < 200 plf →OK! Line 2 SEISMIC Governs in F1 F1 ⇋= 38 x 7.50 x 0.500 = 141 lb Length = 15.00 + 0.00 + 0.00 = 15.0 ft Shear = 141 / 15.00 = 9 plf < 200 plf →OK! Line A SEISMIC Governs in F2 F2 ⇅= 25 x 15.00 x 0.500 = 190 lb Length = 7.42 + 0.00 + 0.00 = 7.42 ft Shear = 190 / 7.42 = 26 plf < 200 plf →OK! Line B SEISMIC Governs in F2 F2 ⇅= 25 x 15.00 x 0.500 = 190 lb Length = 7.42 + 0.00 + 0.00 = 7.42 ft Shear = 190 / 7.42 = 26 plf < 200 plf →OK! PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com PEI Project # S.2602017 Wall Panel Height Load =5.00 psf Thickness =4.00 in Height =8.00 ft <20.00 ft →OK! Ceiling Panel Span Load =10.00 psf Thick.=4.00 in Max. Span =7.42 ft <15.75 ft →OK! * Self Wt. already included for ceiling span table Wall on Slab PCEILING = 52 plf PWALL = 32 plf PTOTAL = 84 plf Bearing =500 psf (ALLOWABLE) AREQ.= 0.17 ft2 A = 1.33 ft2 > 0.17 ft2 →OK! Slab =6.00 in VPUNCH.= 6071 lb (allowable) V = 84 lb < 6071 lb →OK! Max Shear VMAX =26 plf Low High #14x3" TEK =60 lb (Per SSMA Allow. Table)#14x5/8" TEK =60 lb (Per SSMA Allow. Table) Spacing =12 in Spacing =12 in # of =1 # of =1 VALLOW =60 plf >26 plf →OK!VALLOW =60 plf >26 plf →OK! Low Middle 1/4"X2-5/8" HILTI KH-EZP =1395 lb (Per ICC #3027)Camlock Fastener =1156 lb Spacing =24 in Spacing =48 in # of =1 # of =1 VALLOW =697.5 plf >26 plf →OK!VALLOW =289 plf >26 plf →OK! Low #8x5/8" TEK =48 lb (Per SSMA Allow. Table) Spacing =24 in # of =2 VALLOW =48 plf >26 plf →OK! PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com FOR REFERENCE ONLY FOR REFERENCE ONLY PLUMP Engineering, Inc. 914 E. Katella Ave. Anaheim, California 92805 P: 714.385.1835 F: 714.385.1834 peica.com CITY OF SANTA ANA Planning and Building Agency Lon Los Angeles Building Code Evaluation Report LCR-80303 TABLE 1— PROPERTIES EVALUATED A 9 JQR PERMIT ISSUANCE Master ID: PROPERTY 2023 LABC SECTION Date: Structural Chapter 16 Weather resistance Chapter 14 Surface burning characteristics 2603.3 Thermal barrier requirements 2603.4 TABLE 2 — CEILING / ROOF PANEL SPANS CIE",IL,ING1ROON PANEL SPANS LIVE LOADS (PSk ) OUTDOOR INDOOR (includes ? PSF for membrane rout) a 10 21 20 30 40 50 60 70 80 90 100 w 15'-9" 27'-X11 16'-8", IT-01 E(11-5" 12'-9" 441 3.5 1 Y-7 V-11" 10" 81-111 T-71' T-1" N-941 61-51P 6"-l" * .3 43 E'F'-6" 9'-l1 5- 3/8" 4.0 12'-3" 10'-6" 9'-511 81-811 8'-0" T-7 T-2" 6'-10" 6"-7 5-1V' * 4.7 2 1-7 1 9'-7"" 16"-2"" I �g l-S " 1 P-8"P 1 0'-0 " W-7 C!�"T"_7"j - � - 5-3/8"" * * 5. l }28'-9"��" 4i3'' E U 23'-2" 7 2 F--7i "" 17"-9"" 7 7 1 5'-0"" 44JJ I T-1 1 "" 11 "_ l "" 7 8'-3"+ l Table Notes- * Panel to be reinforced with (3) 2 1/2"xl 5I8"xl/2"xl6 GA steel channels, top skin to be 20 GA. ** Panel to be reinforced with (3) 4"x2"x112"x16 GA steed channels, top skin to be 20 GA. The maximum panel length is 25'-0" per manufacturer Iimitations. 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 ®� S ACCREDITED" intertek.com/building mn Intertek PCA-101 Version: 21 December 2017 SFT-CCRR-OP-40b CITY OF SANTA ANA Planning and Building Agency Lon Los Angeles Building Code Evaluation Report LCR-80303 TABLE 3 — WALL PANEL SPANS Aft"A48 FOR PERMIT ISSUANCE Master ID: WALL PANEL SPANS'' Date: LOADS (P"Sl ) ' r INDOOR OUTDOOR defl L:/ 180 (detlection L,/180) a 7� 10.3 12.7 15.4 18.4 1 21.5 1 25 28.7 32.6 41.3 a 5 Ya'It'+rTD SPEED (MPH) 1 C 90 100 110 120 130 140 150 160 180 0- "Vl 2 201-01 41 3.5 �711 14--Y 13-41 171_011 111-Y 1W-611 9r-1. 011 91-Y 8' -41 5-3/8" 4.0 l^ 151-Y 14-41 IT9i IT-011 11q-21 1101-611 V-11" 9'0" Table Footnotes: 1) Provide Unity Cheek for Axial Load in design. f1xiai,,,, W Transverse,,,,,.. Ru �y Axialattow + Transverse,atow 2) ASCE 7-16, Exp. C, < 15 ft 3) Maximum span based on testing limitation 4) Includes 150 plf maximum axial load from ceiling/roof panels (90 Intertek TABLE 4 — WALL PANEL AXIAL LOADING Panel Hei ltt (ft) lllo +able Axial Load lf) 8 796 10 763 12 730 14 697 16 664 18 632 20 599 Table Footnows: 1) Provide Unity C'hcck for Axial and Transverse Load. Axia.IRscerat T'ransverser,,,t.t R.tay = Axial.ii,w Transverse.0 w 545 E. Algonquin Road • Arlington Heights • Illinois • 60005 intertek.com/building ACCREDITED" PCA-101 Version: 21 December 2017 SFT-CCRR-OP-40b