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HomeMy WebLinkAbout1031 W 1st St - PlanAPPLICABLE CODES 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA FIRE CODE CITY OF SANTA ANA MUNICIPAL CODE PROJECT DESCRIPTION 1. SCOPE OF WORK: NEW MECHANICAL ROOF SCREEN AT ONE STORY ROOF FOR REPLACEMENT HVAC UNITS *ALL NEW CONSTRUCTION TO REMAIN THE EXISTING TYPE. EXISTING BUILDING INFORMATION: GROSS AREA: 9,178 SQ. FT. (NO CHANGE) # OF LEVELS: PARTIAL ONE & TWO STORY OCCUPANCY: M BUILDING TYPE: V-B SPRINKLERED: NO DEFERRED SUBMITTALS NONE CLIENT: ASSISTANCE LEAGUE OF SANTA ANA 1031 W FIRST ST SANTA ANA, CA 92703 949-2411-7580 CONTACT: JUDI FINE JUDIFINE@IME.COM ARCHITECT: ITZEN ARCHITECTS INC. 1800 N. BRISTOL ST. #C418 SANTA ANA, CA 92706 714-716-5042 CONTACT: JANA ITZEN JANA@ITZEN.COM STRUCTURAL ENGINEER: CROSS ENGINEERS 3196-G AIRPORT LOOP DR COSTA MESA, CA 92626 714-566-5475 CONTACT: KIRK D. CROSS KCROSS@CROSSENG.COM PROJECT DIRECTORY KEYNOTE WALL TYPE DATUM POINT ROOM NAME MATCH LINE REVISION BUILDING SECTION INTERIOR ELEVATIONS DETAIL COLUMN LINE WALL SECTION NORTH ARROWS WINDOW TYPE SURFACE DRAINAGE LEVEL LINE, CONTROL POINT BREAKS OF BUILDING COMPONENTS STAIR DIRECTION SYMBOL CENTER LINES, FLOOR LINES AND LEVEL LINES 24 3 1 2 DOOR DESIGNATION ROOM NUMBER SHADED PORTION IS THE SIDE CONSIDERED CLOUD AROUND REVISED AREA OPTIONAL SHEET WHERE ELEVATION IS DRAWN ELEVATION IDENTIFICATION DETAIL IDENTIFICATION SHEET WHERE DETAIL IS DRAWN SHEET WHERE SECTION IS DRAWN SECTION IDENTIFICATION SHEET WHERE SECTION IS DRAWN SECTION IDENTIFICATION ARROW INDICATES DIRECTION OF FLOW EL: 23'-6" = ELEVATION/SECTION DN. 0 0 1 A101 TYP 1 A101 TYP A101 1 SIM A101 1 SIM A101 1 SIM A101 1 SIM 101 Room name 101 ? 1t Name Elevation SYMBOLS LIST VICINITY REFERENCE MAP PROJECT SITE 1037 WEST FIRST STREET & @ ∅ # (E) ACOUS. A.C. ADJ. AFF. AGGR. ALUM. APPROX. ARCH. ASPH. BD. BLDG. BLK'G. B.O.C. BOT. B.O.W. B.S. CAB. C.B. C.I.P. C.J. CLG. CLR. COL. CONC. CONT. CORR. CTR. DBL. DEPT. DESC. D.F. DIA. DIM. DN. D.O. DWG. EA. E.J. EL. ELEC. ELEV. EMER. E.P. EQ. EQUIP. EXP. EXT. F.A. F.B. F.D. FDN. F.E. F.E.C. F.H.C. FIN. FLR. F.O.C. F.O.F. F.O.M. F.O.S. F.O.W. F.S. FT. FTG. GA. GALV. GC GL. GND. GR. GYP. H.B. H.C. HDW. H.M. HORIZ. HGT./HT. AND ANGLE AT CENTERLINE DIAMETER OR ROUND POUND OR NUMBER EXISTING ACOUSTICAL ASPHALTIC CONCRETE ADJUSTABLE ABOVE FINISH FLOOR AGGREGATE ALUMINUM APPROXIMATE ARCHITECTURAL ASPHALT BOARD BUILDING BLOCKING BACK OF CURB BOTTOM BOTTOM OF WALL BOTTOM OF SLOPE CABINET CATCH BASIN CAST IN PLACE CONTROL JOINT CEILING CLEAR COLUMN CONCRETE CONTINUOUS CORRIDOR CENTER DOUBLE DEPARTMENT DESCRIPTION DRINKING FOUNTAIN DIAMETER DIMENSION DOWN DOOR OPENING DRAWING EACH EXPANSION JOINT ELEVATION ELECTRICAL ELEVATOR EMERGENCY ELECTRICAL PANELBOARD EQUAL EQUIPMENT EXPANSION EXTERIOR FIRE ALARM FLAT BAR FLOOR DRAIN FOUNDATION FIRE EXTINGUISHER FIRE EXTINGUISHER CABINET FIRE HOSE CABINET FINISH FLOOR FACE OF CONCRETE FACE OF FINISH FACE OF MASONRY FACE OF STUD FACE OF WALL FINISH SURFACE FOOT OR FEET FOOTING GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GROUND GRADE GYPSUM HOSE BIB HOLLOW CORE HARDWARE HOLLOW METAL HORIZONTAL HEIGHT JT. LAB. LAM. LAV. MAX. MECH. MET. MFR. MH. MIN. MISC. M.O. N.I.C. NO./# NOM. N.T.S. OA. O.C. O.D. OPP. PA P.H. PL. P. LAM. P.O.T. PT. RAD. R.D. REF. REFR. RGTR. REQD. RM. R.O. R.O.W. S.C. SECT. S.F. SHR. SHT. SIM. SPEC. SQ. S.S. STD. STL. STOR. SYM. T.C. TEL. T.&G. T.O.B. T.O.C. T.O.W. T.O.P. T.S. T.V. TYP. U.N.O. UR. V.C.T. VERT. VEST. W/ W.C. WD. W/O WP. W.R. WT. W.W.F. JOINT LABORATORY LAMINATE LAVATORY MAXIMUM MECHANICAL METAL MANUFACTURER MANHOLE MINIMUM MISCELLANEOUS MASONRY OPENING NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE OVERALL ON CENTER OUTSIDE DIAMETER OPPOSITE PLANTING AREA PANIC HARDWARE PLATE PLASTIC LAMINATE PATH OF TRAVEL PAINT RADIUS ROOF DRAIN REFERENCE REFRIGERATOR REGISTER REQUIRED ROOM ROUGH OPENING RIGHT OF WAY SOLID CORE SECTION SQUARE FEET SHOWER SHEET SIMILAR SPECIFICATION(S) SQUARE STAINLESS STEEL STANDARD STEEL STORAGE SYMMETRICAL TOP OF CURB TELEPHONE TONGUE & GROOVE TOP OF BEAM TOP OF CONCRETE TOP OF WALL TOP OF PARAPET TOP OF SLOPE TELEVISION TYPICAL UNLESS NOTED OTHERWISE URINAL VINYL COMPOSITION TILE VERTICAL VESTIBULE WITH WATER CLOSET WOOD WITHOUT WATERPROOF WATER RESISTANT WEIGHT WELDED WIRE FABRIC F.G. FINISH GRADE OUTSIDE AIRO.A. MATL. MATERIAL F.L. FLOW LINE INTERIOR INSIDE DIAMETER INT. I.D. ACC. ACCESSIBLE F.H FIRE HYDRANT OSA OUTSIDE AIR ABBREVIATION LIST ∠1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. PRIOR TO BEGINNING ANY WORK, THE GENERAL CONTRACTOR SHALL FURNISH A CONSTRUCTION SCHEDULE SHOWING THE CHRONOLOGICAL PHASES OF HIS WORK AND ALL RELATED WORK FOR THE PROJECT. THIS SCHEDULE SHALL INDICATE ALL ORDERING LEAD TIMES, LENGTH OF TIME FOR EACH PHASE (AS APPLICABLE), START AND COMPLETION, WITH A PROJECTED COMPLETION DATE. ALL WORK PERFORMED BY THE CONTRACTOR/SUBCONTRACTORS SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL, FEDERAL, AND STATE LAWS, AS WELL AS OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. WHERE THE CONTRACT NOTES, OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MORE STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. THE CONTRACTOR SHALL BE FULLY AND SOLELY RESPONSIBLE FOR THE REMOVAL, REPLACEMENT AND RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK. HE SHALL REPLACE OR REPAIR AS DIRECTED ALL SUCH DAMAGED OR DEFECTIVE MATERIALS WITHIN A PERIOD OF FIVE (5) BUSINESS DAYS FROM THE DATE OF SUBSTANTIALCOMPLETION, UNLESS OTHERWISE AGREED UPON IN WRITING BY THE OWNER. THE CONTRACTOR/SUBCONTRACTORS SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. ALL DRAWINGS AND ALL CONSTRUCTION NOTES ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY ONE SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS. THE GENERAL CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK EFFORT FOR ALL SUBCONTRACTORS, CRAFTSMEN AND TRADESMEN REQUIRED TO COMPLETE THE JOB. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL WORK CALLED FOR ON THESE DRAWINGS. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES AND/OR FIELD CONDITIONS BEFORE COMMENCING ANY WORK SUBMIT A REQUEST FOR CLARIFICATION. BEFORE SUBMITTING FINAL PRICING, ALL CONTRACTORS SHALL VISIT THE PREMISES, FAMILIARIZE THEMSELVES WITH EXISTING CONDITIONS AND SATISFY THEMSELVES AS TO THE NATURE AND SCOPE OF THE WORK AND THE DIFFICULTIES THAT ATTEND EXECUTION. THE SUBMISSION OF A PROPOSAL SHALL BE CONSTRUED AS EVIDENCE THAT SUCH AN EXAMINATION HAS BEEN MADE. LATER CLAIMS FOR LABOR, EQUIPMENT, OR MATERIAL REQUIRED FOR DIFFICULTIES ENCOUNTERED, WHICH COULD HAVE BEEN FORESEEN HAD SUCH AN EXAMINATION BEEN MADE, WILL NOT BE RECOGNIZED. EACH CONTRACTOR AND SUBCONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AS IS RELATED TO THEIR WORK AND NOTIFY THE ARCHITECT/OWNER IF THERE ARE OBSTRUCTIONS AND CANNOT BE ACCOMPLISHED AS REFLECTED IN THE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR AND THE SUBCONTRACTORS INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COST CAUSED BY DEFECTIVE OR ILL- TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO INFERIOR WORKMANSHIP OR MATERIALS, IMPROPER SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY RESPONSIBLE. WITH SUBMISSION OF FINAL PRICING , THE GENERAL CONTRACTOR SHALL ALSO SUBMIT A LIST OF LONG LEAD TIME ITEMS THAT PREVENT COMPLETION OF THE PROJECT BY PROJECTED MOVE-IN DATE. WHERE SPECIAL ITEMS REQUIRE EXTENDED LEAD TIME PREVENTING INSTALLATION BY PROJECTED MOVE-IN DATE, CONTRACTOR IS TO PROPOSE AN AVAILABLE ALTERNATE FOR APPROVAL BY OWNER AND TENANT, AS WELL AS TO PREPARE PRICING FOR POSSIBLE TEMPORARY ASSEMBLIES. THE USE OF THE WORDS ‘PROVIDE’ OR ‘PROVIDED’ IN CONNECTION WITH ANY ITEM SPECIFIED IS INTENDED TO MEAN, UNLESS OTHERWISE NOTED, THAT WHICH SHALL BE FURNISHED AND INSTALLED AND CONNECTED WHERE SO REQUIRED. WHERE THE TERMS ‘APPROVED EQUAL’, ‘EQUAL TO’, ‘ACCEPTABLE’ OR THE OTHER GENERAL QUALIFYING TERMS ARE USED IN THESE NOTES, IT SHALL BE UNDERSTOOD THAT REFERENCE IS MADE TO THE RULING AND JUDGEMENT OF THE ARCHITECT. 1 GENERAL CONDITIONS 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. THE GENERAL CONTRACTOR SHALL HAVE FIVE (5) WORKING DAYS FROM AWARD OF THE CONTRACT TO SUBMIT ANY ‘OR EQUAL’ SUBSTITUTIONS FOR SPECIFIED PRODUCTS OR WORK FOR REVIEW BY ARCHITECT. HE SHALL INCLUDE CUT SHEETS WITH SPECIFICATIONS AND REASONS FOR SUBSTITUTIONS. ARCHITECT SHALL RESPOND IN FIVE (5) WORKING DAYS TO SUBMITTAL. NO SUBSTITUTIONS SHALL BE ACCEPTED AFTER THE INITIAL TEN (10) DAY TIME LIMIT HAS PASSED. ALL WOODWORK, BLOCKING, ETC., TO BE FIRE RETARDANT TREATED AS REQUIRED BY CODE. THE GENERAL CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL OVER JOB TO PREVENT DIRT OR DUST FROM LEAVING THE JOB SITE. THE CONSTRUCTION NOTES AND/OR DRAWINGS ARE SUPPLIED TO ILLUSTRATE THE DESIGN INTENT AND THE GENERAL TYPE OF CONSTRUCTION DESIRED, AND ARE INTENDED TO APPLY TO THE FINEST QUALITY OF CONSTRUCTION, MATERIAL AND WORKMANSHIP THROUGHOUT. THE GENERAL CONTRACTOR SHALL MAINTAIN A COMPLETE AND CURRENT SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES. THE GENERAL CONTRACTOR UPON AWARD OF THE CONTRACT FOR CONSTRUCTION, ASSUMED FULL RESPONSIBILITY FOR THE CONSTRUCTION, MATERIALS, AND WORKMANSHIP OF THE WORK DESCRIBED IN THESE NOTES AND DRAWINGS. ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FROM UNOBSTRUCTED EGRESS IN THE CASE OF FIRE OR OTHER EMERGENCY. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL EXISTING EXITS, EXIT LIGHTING, FIRE PROTECTIVE DEVICES AND ALARMS SHALL BE CONTINUOUSLY MAINTAINED. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL FIRE EXTINGUISHERS AS REQUIRED BY FEDERAL OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA) AND THE FIRE AUTHORITY REGULATIONS. THE GENERAL CONTRACTOR SHALL REPLACE ANY BROKEN OR CRACKED WINDOW GLAZING. THE GENERAL CONTRACTOR SHALL VERIFY SIZE, ELECTRICAL REQUIREMENTS, LOCATIONS AND CHARACTERISTICS OF ALL WORK AND/OR EQUIPMENT SUPPLIED BY THE OWNER OR TENANT, WITH THE MANUFACTURER OR SUPPLIER PRIOR TO THE START OF RELATED WORK. CONTRACTOR SHALL PROTECT AREA AND NEW OR EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR FROM CONSTRUCTION, DEMOLITION, DUST, WATER, ETC., AND SHALL PROVIDE AND MAINTAIN TEMPORARY BARRICADES, CLOSURE WALLS, ETC. AS REQUIRED TO PROTECT THE PUBLIC DURING THE PERIOD OF CONSTRUCTION. DAMAGE TO NEW AND EXISTING MATERIALS, FINISHES, STRUCTURES AND EQUIPMENT SHALL BE REPAIRED OR REPLACED AT THE EXPENSE OF THE GENERAL CONTRACTOR. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD AND DISCREPANCIES REPORTED TO THE ARCHITECT PRIOR TO CONSTRUCTION. DIMENSIONS AND ELEVATIONS ARE TO TOP OF CONCRETE OR PLYWOOD FLOORING, NOT TOP OF FLOOR COVERING. DO NOT SCALE DRAWINGS. IF NEEDED, THE ARCHITECT SHALL BE CONTACTED FOR VERIFICATION OR CLARIFICATION. THE GENERAL CONTRACTOR SHALL SUBMIT ALL APPLICATIONS FOR PAYMENT TO THE OWNER FOR REVIEW AND APPROVAL. THE GENERAL CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF WORKING DRAWINGS AND ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK. CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT HAS ISSUED THE PUNCH-LIST AND PUNCH-LIST ITEMS HAVE BEEN CORRECTED BY THE CONTRACTOR. No. C31793W REN. 02-28-25 L AINROFILACFOETATS IC ENSED ARCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com 12" = 1'-0" 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N COVER G0.0 MECHANICAL EQUIPMENT SCREEN ASSISTANCE LEAGUE OF SANTA ANA 1031 W FIRST ST SANTA ANA, CA 92703 AGENCY SUBMITTAL 04-08-2024 SHEET INDEX #SHEET NAME GENERAL G0.0 COVER TITLE 24 T-1 PP 1-8 T-2 PP 9-16 T-3 MANDATORY MEASURES ARCHITECTURE A0.1 SHEET SPECIFICATIONS A1.1 SITE PLAN A2.1 ROOF PLANS A3.1 ELEVATIONS A8.1 EXTERIOR DETAILS STRUCTURAL S0.1 STRUCTURAL GENERAL NOTES S1.1 TYPICAL STRUCTURAL DETAILS S2.2 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS MECHANICAL M-0 ROOF PLAN Grand total: 14 REV DESCRIPTION DATE Bldg# 101119950 Mech# 40139270 APPROVALS: PLNG - PRaj BLDG - CSG Consultants MECH - TLuka 1031 W 1st St - 101119950 & 4013927010/18/2024 1. 2. 3. 4. 5. 6. 7. 8. THE GENERAL CONTRACTOR SHALL PROVIDE AND INSTALL ALL CEILING ACCESS PANELS IN GYPSUM BOARD CEILINGS AS REQUIRED FOR MECHANICAL, ELECTRICAL AND PLUMBING ACCESS PER LOCAL CODES, WHETHER INDICATED ON DRAWINGS OR NOT. COORDINATE LOCATIONS SIZE AND TYPE WITH ARCHITECT PRIOR TO INSTALLATION. PRIOR TO CLOSING UP AND SEALING, ALL PLENUM SYSTEMS (HVAC, PLUMBING, ELECTRICAL, ETC.) SHALL BE INSPECTED AND WHERE REQUIRED, TESTED BY CONTRACTOR'S ENGINEERS, TO INSURE THEIR PROPER INSTALLATION AND FUNCTION. CEILING IN CLOSETS SHALL BE OF THE SAME HEIGHTS AND CONSTRUCTION AS THAT OF ADJOINING SPACE, EXCEPT AS OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL PROVIDE CUT-OUTS AND OTHER SPECIAL PROVISIONS IN ACOUSTICAL WORK AS REQUIRED FOR LIGHTING FIXTURES, REGISTERS, AND DIFFUSERS AND OTHER INSERTED ITEMS. ALL DOWNLIGHTS, WALL WASHERS, SPRINKLER HEADS, ETC., SHALL ALIGN IN STRAIGHT LINE, UNLESS OTHERWISE NOTED. FASCIAS OR ANY BREAK IN THE CEILING HEIGHTS SHALL BE AS SHOWN ON DRAWINGS AND SHALL BE FORMED OF GYPSUM WALLBOARD ON TYPICAL PROJECT FRAMING TYPE. CEILING HEIGHTS SHALL BE AS SHOWN ON DRAWINGS AND DETAILS. ANY DEVIATION FROM HEIGHTS SHOWN BASED UPON EXISTING FIELD CONDITIONS SHALL BE SUBMITTED TO ARCHITECT FOR REVIEW PRIOR TO START OF WORK IN QUESTION, OR RELATED WORK. ALL SPRINKLERS IN DRYWALL CEILING AREAS SHALL HAVE CONCEALED HEAD ASSEMBLIES. COLOR OF TRIM SHALL MATCH ADJACENT CEILING. 1. 2. 3. 4. 5. 6. 7. 8. 9. WALLCOVERING SUBCONTRACTOR TO REVIEW PERTINENT WALL PATCHING NOTES IN "PATCHING AND CUTTING ” ON THIS SHEET, AND ENSURE SURFACES ARE PROPERLY PREPPED PRIOR TO COMMENCING WORK. WALLS SHALL INCLUDE SURFACES FROM FLOOR TO CEILING, INCLUDING PILASTERS, FASCIAS AND ALL VERTICAL SURFACES NOT INCLUDED IN CEILING, UNLESS OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL SUBMIT THREE (3) SAMPLES 12 X 12 OF EACH FINISH FOR REVIEW BY ARCHITECT. THIS INCLUDES, BUT IS NOT LIMITED TO ALL PAINT, WALLCOVERING, ETC. ALL WALLS AND CEILINGS SHALL BE PROPERLY PREPARED, PATCHED, SANDED, ETC., TO PROVIDE A LEVEL 4 FINISH. PROVIDE LEVEL 5 FINISH ONLY WHERE INDICATED ON PLAN. THE CONTRACTOR SHALL REMOVE ALL ELECTRICAL SWITCH PLATES AND OUTLET PLATES, SURFACE HARDWARE, ETC., PRIOR TO PAINTING, PROTECTING AND REPLACING SAME WHEN PAINTING HAS BEEN COMPLETED. HE SHALL REMOVE ALL PAINT FROM WHERE IT HAS SPILLED, SPLASHED OR SPLATTERED ON SURFACES, INCLUDING BUT NOT LIMITED TO LIGHT FIXTURES, DIFFUSERS, REGISTERS, ETC. EXISTING LOOSE PAINT SHALL BE REMOVED AND THE SURFACE SANDED SMOOTH TO RECEIVE NEW FINISH. UNEVENNESS IN EXISTING PARTITIONS SHALL BE SANDED OR CHIPPED AWAY AND SURFACES PATCHED TO INSURE A PERFECTLY EVEN SURFACE. THE CONTRACTOR SHALL EXAMINE ALL AREAS OF CONSTRUCTION AFTER COMPLETION OF WORK BY ALL TRADES (INCLUDING TELEPHONE INSTALLATION, FLOORING, ETC.) AND COMPLETE ALL NECESSARY “TOUCH- UP” PAINTING AND/OR PATCHING PRIOR TO SCHEDULING A PUNCH-WALK. IT IS THE INTENT OF THE DRAWINGS THAT ALL EXPOSED SURFACES RECEIVE FINISHES UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. ANY SURFACES WHICH DO NOT HAVE A SPECIFIC FINISH NOTED, OR ARE NOTED TO REMAIN UNFINISHED, SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND FINISHED PER ARCHITECT'S INSTRUCTIONS. 09 WALL FINISHES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. GENERAL CONTRACTOR SHALL SUBMIT ALL REQUESTED FABRICATION SHOP DRAWINGS, SAMPLES AND FIXTURE CUTS TO ARCHITECT FOR REVIEW. DIGITAL PDF FILES SHALL BE SUBMITTED FOR DRAWINGS AND FIXTURE CUTS. ALL SHOP DRAWINGS AND CUT SHEETS SIGNED “REVIEWED ” SHALL SUPERSEDE ORIGINAL DRAWINGS IN DESIGN APPEARANCE ONLY. SUBCONTRACTORS SHALL ASSUME RESPONSIBILITY FOR ERRORS IN THEIR DRAWINGS. GENERAL CONTRACTOR SHALL REVIEW SUBCONTRACTOR(S) SUBMITTED DRAWINGS AND DATA, VERIFY FIELD MEASUREMENTS, APPLY REVIEW STAMP AND SUBMIT TO ARCHITECT PROMPTLY. GENERAL CONTRACTOR SHALL INDICATE ON REVIEW STAMP THAT THE CONTRACTOR HAS REVIEWED SUBCONTRACTOR(S) SUBMITTAL FOR CONFORMANCE TO THE SPECIFIED PRODUCT. GENERAL CONTRACTOR SHALL DISAPPROVE AND RETURN TO SUBCONTRACTOR ANY SUBMITTALS NOT MEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. GENERAL CONTRACTOR SHALL MAINTAIN AN UP-TO-DATE SUBMITTAL LOG, AND DISTRIBUTE THE LOG WEEKLY. THE ARCHITECT WILL REVIEW AND EITHER ACCEPT OR REJECT, WITH REASONABLE PROMPTNESS AND AS OUTLINED IN THE ACCEPTED SUBMITTAL SCHEDULE, DATA AND DRAWINGS SUBMITTED BY THE CONTRACTOR. THE ARCHITECT WILL REVIEW SUBMITTALS FOR CONFORMANCE WITH THE INTENT OF THE DESIGN, AND FOR COMPLIANCE WITH SPECIFIC AND RELEVANT REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE ARCHITECT WILL REJECT AND RETURN TO THE CONTRACTOR, SHOP DRAWINGS AND PROJECT LITERATURE SUBMITTED WITHOUT THE CONTRACTOR(S) REVIEW STAMP AND/OR NOT THOROUGHLY REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL. THE ARCHITECT IS NOT RESPONSIBLE FOR DELAYS CAUSED BY REJECTION OF SHOP DRAWINGS SUBMITTED BY THE CONTRACTOR. REVIEW WILL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR ERRORS. REVIEW OF SUBMITTALS BY THE ARCHITECT SHALL NOT BE CONSTRUED AS AUTHORIZING CHANGES IN THE CONTRACT SUM OR CONTRACT TIME, NOR SHALL IT BE CONSTRUED AS RELIEVING THE CONTRACTOR OF HIS RESPONSIBILITY FOR COORDINATION OF WORK WITH OTHER TRADES, OR INTERPRETED AS APPROVING QUANTITIES AND DIMENSIONS. THE ARCHITECTS REVIEW OF SUBMITTALS OR DATA SHALL NOT RELIEVE THE CONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM CONTRACT DRAWINGS OR SPECIFICATIONS UNLESS THE CONTRACTOR HAS CALLED THE ARCHITECTS AND OWNER ’S ATTENTION TO SUCH DEVIATIONS AND SECURED WRITTEN ACCEPTANCE, NOR SHALL IT RELIEVE HIM OF RESPONSIBILITY FOR ERRORS IN SHOP DRAWINGS OR OTHER DATA. SUBMITTAL PROCEDURES 1. 2. 3. THE HVAC CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD SUPERVISION OF ALL THEIR WORK DURING INSTALLATION AND SHALL INSPECT ALL SYSTEMS FOR PROPER OPERATIONS AT COMPLETION OF JOB. INSTALLATION SHALL BE COORDINATED WITH ALL TRADES AS REQUIRED FOR PROPER ASSEMBLY. CEILING DIFFUSERS TO BE RELOCATED TO ACCOMMODATE NEW LIGHT FIXTURE PATTERNS. INTERIOR SPACES SHALL BE MECHANICALLY VENTILATED IN ACCORDANCE WITH APPLICABLE CODES. 23 MECHANICAL SUBMITTAL & SHOP DRAWING LIST (MIN.) 1. 2. ROOF SCREEN PAINT 1. 2. 3. 4. 5. 6. 7. 8. 9. THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIALS AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS INDICATED IN DRAWINGS OR AS OTHERWISE DIRECTED BY ARCHITECT. THE GENERAL CONTRACTOR SHALL FURNISH OWNER WITH A COMPLETE INVENTORY LIST OF ALL ITEMS THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK, OBTAIN DIRECTIVE REGARDING THEIR DISPOSITION. THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATION OF PROPERTY MANAGEMENT, CLIENT AND/OR OWNER FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING AFTER HOURS WORK, AS MAY BE REQUIRED. ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES, EXCEPT ITEMS TO BE REUSED OR RETURNED TO OWNER OR AS OTHERWISE NOTED. THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS, BOTH FROM HIS OWN AND OTHER SUBCONTRACTORS EMPLOYEES, AND PROVIDE FOR ITS REMOVAL FROM THE SITE. THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES ALL CONDUITS, BOXES, PLATES, BRIDGED OR ANY OTHER TELEPHONE AND/OR ELECTRICAL WIRING AND EQUIPMENT LEFT AFTER WALL DEMOLITION. THE GENERAL CONTRACTOR SHALL PROVIDE A VISQUEEN SEAL FROM FLOOR TO CEILING AT ALL INTERFACES TO PROTECT ADJACENT BUILDING PROPERTY WHILE DEMOLITION AND CONSTRUCTION ARE IN PROGRESS. THIS SEAL IS TO BE KEPT CLOSED AT ALL TIMES. THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISHED SURFACES ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL ENSURE THAT ALL AREAS ARE LEFT BROOM CLEAN. 1. 2. 3. 4. 5. 6. 7. 8. 9. THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY WORK OF OTHER CONTRACTORS WHERE SHOWN, OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT-OUTS AND PATCHING REQUIRED FOR THE INSTALLATION OF ALL WORK. THE GENERAL CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO REMAIN FOR CHIPS, CRACKS, HOLES, AND OTHER DAMAGE. THESE DEFECTIVE SURFACES SHALL BE REPAIRED OR IF BEYOND REPAIRING, THEN THE GENERAL CONTRACTOR SHALL REMOVE ALL EXISTING AND REPLACE WITH NEW TO MATCH EXISTING TO THE SATISFACTION OF OWNER AND TENANT. THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING SURFACES TO REMAIN, AFTER DEMOLITION OF EXISTING FINISHES, (I.E. WALL COVERING, WALL BASE, ETC.) IF SURFACE IS NOT SMOOTH AND FLUSH TO RECEIVE NEW FINISH, SUBCONTRACTOR SHALL SKIM COAT AND SAND SMOOTH. IN ALL AREAS WHERE DEMOLITION CAUSES AN UNEVENNESS IN SLAB OR LIGHTWEIGHT CONCRETE, THE CONTRACTOR SHALL PATCH TO LEVEL AS REQUIRED TO RECEIVE NEW FLOORING FINISH. ALL EXISTING OR NEW CONSTRUCTION WORK SHOWN ON DRAWINGS THAT IS DAMAGED AS A RESULT OF WORK FOR THIS PROJECT SHALL BE PATCHED AS REQUIRED TO MATCH IMMEDIATE EXISTING ADJACENT AREAS IN MATERIALS, FIRE RATING, FINISH AND COLOR, UNLESS OTHERWISE NOTED. CONTRACTOR TO DOWEL/FILL/PATCH SLAB AFTER SAWCUTTING TO ENSURE SLAB STRUCTURAL INTEGRITY. THE GENERAL CONTRACTOR SHALL PATCH ALL CRACKS, HOLES OR OTHER IMPERFECTIONS (PROJECTIONS SHALL BE REMOVED AND PATCHED) TO PROVIDE A CONTINUOUS SMOOTH FLOOR SURFACE. THE GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT AFTER FLOOR PATCHING IS DONE AND RECEIVE THEIR REVIEW PRIOR TO INSTALLATION OF FINISHED FLOORING. PATCHING AND CUTTING 09 PAINT A. A. 1. 2. A. B. 1. 2. A. B. A. B. C. 1. 2. A. A. 1. 2. 3. A. 1. 2. 3. 4. 5. 6. A. B. 1. 2. 3. A. B. C. D. 1. 2. 3. 4. A. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. B. C. D. E. 1. 2. 3. F. 1. 2. G. H. PART 1 - GENERAL 1.1 RELATED DOCUMENTS DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 SPECIFICATION SECTIONS, APPLY TO THIS SECTION. 1.2 SUMMARY THIS SECTION INCLUDES THE FOLLOWING: SURFACE PREPARATION. FIELD APPLICATION OF PAINTS, STAINS, VARNISHES, AND OTHER COATINGS. 1.3 SUBMITTALS PRODUCT DATA - SUBMIT PRODUCT DATA SHEETS FOR EACH PRODUCT. SAMPLES: SUBMIT TWO PAINTED SAMPLES, ILLUSTRATING SELECTED COLORS AND TEXTURES FOR EACH COLOR AND SYSTEMS SELECTED WITH SPECIFIED COATS CASCADED. SUBMIT ON SUITABLE BACKING, 8X10 INCH SIZE. 1.4 DELIVERY, STORAGE, AND PROTECTION DELIVER PRODUCTS TO SITE IN SEALED AND LABELED CONTAINERS; INSPECT TO VERIFY ACCEPTABILITY. CONTAINER LABEL: INCLUDE MANUFACTURER'S NAME, TYPE OF PAINT, BRAND NAME, LOT NUMBER, BRAND CODE, COVERAGE, SURFACE PREPARATION, DRYING TIME, CLEANUP REQUIREMENTS, COLOR DESIGNATION, AND INSTRUCTIONS FOR MIXING AND REDUCING. 1.5 ENVIRONMENTAL REQUIREMENTS DO NOT APPLY MATERIALS WHEN SURFACE AND AMBIENT TEMPERATURES ARE OUTSIDE THE TEMPERATURE RANGES REQUIRED BY THE PAINT PRODUCT MANUFACTURER. PROVIDE LIGHTING LEVEL OF 80 FT CANDLES MEASURED MID-HEIGHT AT SUBSTRATE SURFACE. ENVIRONMENT REQUIREMENTS: COMPLY WITH MANUFACTURER'S RECOMMENDATIONS AS TO ENVIRONMENTAL CONDITIONS UNDER WHICH COATINGS AND COATING SYSTEMS CAN BE STORED AND APPLIED. DO NOT PAINT WHEN THERE IS A THREAT OF RAIN WITHIN 24 HOURS OR WHEN SURFACE OR AIR TEMPERATURES ARE AT OR BELOW 40 DEGREES. 1.6 WARRANTY INSTALLER WARRANTY: 1 YEAR. 1.7 EXTRA STOCK PROVIDE FOLLOWING: MINIMUM 1 GALLON EACH PRODUCT IN ORIGINAL OR NEW 1 GALLON CANS. COLOR SPOT EACH LID. IDENTIFY WITH FORMULA, LOCATION, PRODUCT AND DATE. PART 2 - PRODUCTS 2.1 MANUFACTURERS PAINTS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE EITHER THE NAMED PRODUCT OR AN EQUAL PRODUCT BY ONE OF THE OTHER MANUFACTURERS SPECIFIED. SHERWIN WILLIAMS. (BASIS OF DESIGN) DUNN-EDWARDS. GLIDDEN (ICI) PAINTS. FRAZEE PAINT. VISTA PAINT. OR EQUAL. 2.2 PAINTS AND COATINGS READY MIXED, EXCEPT FIELD-CATALYZED COATINGS. PREPARE PIGMENTS: TO A SOFT PASTE CONSISTENCY, CAPABLE OF BEING READILY AND UNIFORMLY DISPERSED TO A HOMOGENOUS COATING. FOR GOOD FLOW AND BRUSHING PROPERTIES. CAPABLE OF DRYING OR CURING FREE OF STREAKS OR SAGS. PART 3 - EXECUTION 3.1 EXAMINATION VERIFY THAT SURFACES ARE READY TO RECEIVE WORK AS INSTRUCTED BY THE PRODUCT MANUFACTURER. EXAMINE SURFACES SCHEDULED TO BE FINISHED PRIOR TO COMMENCEMENT OF WORK. REPORT ANY CONDITION THAT MAY POTENTIALLY AFFECT PROPER APPLICATION. DO NOT PROCEED UNLESS SUBSTRATE IS SUITABLE. TEST SHOP-APPLIED PRIMER FOR COMPATIBILITY WITH SUBSEQUENT COVER MATERIALS. MEASURE MOISTURE CONTENT OF SURFACES USING AN ELECTRONIC MOISTURE METER. DO NOT APPLY FINISHES UNLESS MOISTURE CONTENT OF SURFACES ARE BELOW THE FOLLOWING MAXIMUMS: PLASTER AND GYPSUM WALLBOARD: 12 PERCENT MASONRY, CONCRETE, AND CONCRETE UNIT MASONRY: 12 PERCENT INTERIOR WOOD: 15 PERCENT, MEASURED IN ACCORDANCE WITH ASTMD4442. EXTERIOR WOOD: 15 PERCENT, MEASURED IN ACCORDANCE WITH ASTMD4442. 3.2 PREPARATION OF SURFACE GENERAL: CLEAN ALL EXTERIOR WALLS AND SURFACES OF LOOSE AND SCALY PAINT, DIRT, DUST, CHALK, AND OTHER FOREIGN MATTER BY WATER- BLASTING USING CARE NOT TO DAMAGE SUBSTRATE FOLLOWED BY HAND SCRAPING, SANDING OR WIRE BRUSHING AFTER SURFACES ARE DRY. MILDEW MUST BE TREATED WITH HOUSEHOLD BLEACH SOLUTION AND RINSED THOROUGHLY. PATCH, CAULK, SET PROTRUDING NAILS AND REPAIR ALL SURFACES AND CRACKS WHERE NECESSARY WITH SUITABLE PATCHING MATERIALS AND SMOOTH OFF TO MATCH ADJACENT SURFACES. SAND GLOSSY SURFACES TO DULL SURFACE AND REMOVE RESIDUE. REMOVE MILDEW FROM AFFECTED SURFACES WITH A SOLUTION OF TRI- SODIUM PHOSPHATE AND BLEACH. RINSE WITH CLEAN WATER AND ALLOW TO DRY COMPLETELY. EXISTING SURFACES TO BE RECOATED SHALL BE THOROUGHLY CLEANED AND DE-GLOSSED BY SANDING OR OTHER MEANS PRIOR TO PRIMING AND PAINTING. PATCHED AND BARE AREAS SHALL BE SPOT PRIMED WITH THE SAME PRIMER AS SPECIFIED FOR NEW WORK. RUSTY METAL: SCRAPE, SAND OR WIRE WHEEL, FEATHERING EDGES TO SOUND COATING. DUST SURFACES. TOPCOAT. REMOVE SOIL AND BODY OILS COMPLETELY FROM SURFACES, INCLUDING HANDRAILS, DOOR EDGES AND POSTS. TREAT WITH LIQUID SANDPAPER OR DULL-N-BOND. REMOVE HARDWARE, ACCESSORIES, PLATES, FIXTURES AND SIMILAR ITEMS NOT TO BE FINISHED. REINSTALL AT COMPLETION. PAINT EDGES OF SINK CUT-OUTS. GALVANIZED SURFACES: REMOVE ALL OILS AND CONTAMINATION FROM GALVANIZED SURFACES SCHEDULED TO BE PAINTED BY WASHING WITH A COMPLIANT SOLVENT WASH. FERROUS METAL: REMOVE GREASE, RUST, SCALE, DIRT AND DUST FROM FERROUS METAL SURFACES. PRIMER COAT SHALL BE APPLIED NOT LESS THAN 30 MINUTES, NOR MORE THAN 3 HOURS AFTER PREPARATION OF SURFACE. PRIMED METAL: SAND AND SCRAPE SHOP PRIMED METAL TO REMOVE LOOSE PRIMER AND RUST. TOUCH-UP BARE, ABRADED AND DAMAGED AREAS WITH METAL PRIMER. FEATHER EDGES TO MAKE TOUCH-UP PATCHES INCONSPICUOUS. WOOD SURFACES: REMOVE DUST, GRIT AND FOREIGN MATTER FROM WOOD SURFACES. SAND SURFACES AND DUST CLEAN. SPOT PRIME KNOTS, PITCH STREAKS AND SAPPY SECTIONS WITH A STAIN BLOCKING PRIMER WHERE SURFACES ARE TO BE PAINTED. FILL NAIL HOLES, CRACKS AND OTHER DEFECTS AFTER PRIMING AND SPOT PRIME REPAIRS AFTER PATCHING MATERIAL HAS FULLY CURED. WOOD SURFACES WITH PEELING AREAS ARE TO HAVE EDGES OF BROKEN PAINT FILM SANDED TO A FEATHER EDGE. BACK PRIME WOOD TRIM. PAINT TOPS, BOTTOMS, EDGES AND CUT-OUTS OF DOORS. PLASTER SURFACES: PLASTER SURFACES SHALL BE DRY AND FREE FROM EFFLORESCENCE, ENCRUSTATIONS AND FOREIGN MATTER. FILL CRACKS, HOLES AND IMPERFECTIONS, SMOOTHING REPAIRS TO MATCH ADJACENT TEXTURE. ALLOW REPAIRS TO FULLY CURE BEFORE PRIMING. PRIME PLASTER SURFACES WITH SPECIFIED PRIMER. CAULK ALL CRACKS. GYPSUM BOARD: GYPSUM BOARD SHALL BE DUSTED CLEAN AND FREE FROM ENCRUSTATIONS AND OTHER FOREIGN MATTER. PREPARATION OF OTHER SURFACES SHALL BE PERFORMED FOLLOWING SPECIFIC RECOMMENDATIONS OF THE COATING MANUFACTURER. A. B. C. D. E. F. G. H. I. J. A. A. 1. 2. B. 1. 2. 3. A. B. 1. 2. C. 1. 2. 3. 4. A. 1. 2. B. 1. 2. C. 1. 2. D. 1. 2. E. 1. 2. A. 1. 2. B. 1. 2. C. 1. 2. D. 1. 2. E. 1. 2. F. 1. 2. G. 1. 2. H. 1. 2. A. 3.3 APPLICATION APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. WHERE ADJACENT SEALANT IS TO BE PAINTED, DO NOT APPLY FINISH COATS UNTIL SEALANT IS APPLIED. DO NOT APPLY FINISHES TO SURFACES THAT ARE NOT DRY. ALLOW APPLIED COATS TO DRY BEFORE NEXT COAT IS APPLIED. APPLY EACH COAT TO UNIFORM APPEARANCE. APPLY EACH COAT OF PAINT SLIGHTLY DARKER THAN PRECEDING COAT UNLESS OTHERWISE APPROVED SAND WOOD SURFACES LIGHTLY BETWEEN COATS TO ACHIEVE REQUIRED FINISH. VACUUM CLEAN SURFACES OF LOOSE PARTICLES. USE TACK CLOTH TO REMOVE DUST PARTICLES JUST PRIOR TO APPLYING NEXT COAT. STIPPLE ALL EDGES AND CORNERS TO CONCEAL BRUSH MARKS. PAINT ENTIRE TRIM ELEMENT WITH LIKE COLOR. PAINTING OF FACES ONLY IS UNACCEPTABLE. TRIM SURFACES MUST BE WRAPPED WITH THE TRIM COLOR AND NOT "FACED OFF" OR "HOLLYWOODED". DOORS: PAINT ENTIRE DOOR UNLESS OTHERWISE NOTED, INCLUDING DOOR TOP AND BOTTOM EDGE SURFACES. TINTING: TINT EACH PRIMER A LIGHTER SHADE TO FACILITATE IDENTIFICATION OF EACH COAT WHERE MULTIPLE COATS OF THE SAME MATERIAL ARE APPLIED. TINT PRIMER TO MATCH THE COLOR OF THE FINISH COAT, BUT PROVIDE SUFFICIENT DIFFERENCES IN SHADE OF PRIMER TO DISTINGUISH EACH SEPARATE COAT. 3.4 PROTECTION PROTECT WORK OF OTHER TRADES AND ITEMS NOT INTENDED TO RECEIVE PAINT. INSTALL "WET PAINT" SIGNS TO PROTECT NEWLY PAINTED SURFACES. 3.5 CLEANING PROTECTION - CAREFULLY PROTECT AREAS WHERE WORK IS IN PROGRESS FROM DAMAGE. PROVIDE AND SPREAD CLEAN DROP CLOTHS WHEN AND WHERE REQUIRED TO PROVIDE THE NECESSARY PROTECTION. IMMEDIATELY CLEAN-UP ALL ACCIDENTAL SPATTER, SPILLAGE, MISPLACED PAINT AND RESTORE THE AFFECTED SURFACE TO ITS ORIGINAL CONDITION. CLEAN-UP: CLEAN UP DEBRIS DAILY PER OSHA REQUIREMENTS. AT COMPLETION OF WORK, REMOVE ALL MATERIALS, SUPPLIES, DEBRIS AND RUBBISH AND LEAVE EACH AREA IN A CLEAN, ACCEPTABLE CONDITION. COLLECT WASTE MATERIAL WHICH MAY CONSTITUTE A FIRE HAZARD, PLACE IN CLOSED METAL CONTAINERS, AND REMOVE DAILY FROM SITE. 3.6 SURFACES TO BE FINISHED PAINT ALL NEW WORK AND AREAS AFFECTED BY NEW WORK, UNLESS NOTED OTHERWISE. DO NOT PAINT OR FINISH THE FOLLOWING ITEMS: ITEMS FULLY FACTORY-FINISHED UNLESS SPECIFICALLY NOTED. FIRE RATING LABELS, EQUIPMENT SERIAL NUMBER AND CAPACITY LABELS. MECHANICAL AND ELECTRICAL: USE PAINT SYSTEMS DEFINED FOR THE SUBSTRATES TO BE FINISHED. PAINT ALL INSULATED AND EXPOSED PIPES OCCURRING IN FINISHED AREAS TO MATCH BACKGROUND SURFACES, UNLESS OTHERWISE INDICATED. PAINT SHOP PRIMED ITEMS OCCURRING IN FINISHED AREAS. PAINT INTERIOR SURFACES OF AIR DUCTS AND CONVECTOR AND BASEBOARD HEATING CABINETS THAT ARE VISIBLE THROUGH GRILLES AND LOUVERS WITH ONE COAT OF FLAT BLACK PAINT. PAINT DAMPERS EXPOSED BEHIND LOUVERS, GRILLES AND CONVECTOR AND BASEBOARD CABINETS TO MATCH FACE PANELS. 3.7 PAINT SYSTEMS - EXTERIOR PLASTER/STUCCO, OPAQUE, EGGSHELL, LATEX, 3 COAT: ONE COAT: LOXON MASONRY PRIMER A24W300. TWO COATS (UPGRADE): S-W SUPER PAINT EXTERIOR LATEX (1.4 MILS DFT PR/CT). FERROUS METALS, UNPRIMED, LATEX, 3 COAT: ONE COAT: PRO-CRYL PRIMER UNIVERSAL PRIMER TWO COATS: PRO INDUSTRIAL WATER BASED ALKYD GALVANIZED METALS, SEMI-GLOSS, ALKYD, 3 COAT: ONE COAT: PRO-CRYL UNIVERSAL PRIMER B66-310. TWO COATS: PRO INDUSTRIAL WATER BASED ALKYD. WOOD AND COMPOSITE WOOD, FLAT, OPAQUE, LATEX, 3 COAT: ONW COAT: A-100 EXTERIOR LATEX PRIMER B42W41 TWO COATS: A-100 FLAT A6W851. WOOD AND COMPOSITE WOOD, SEMI-GLOSS, OPAQUE, LATEX, 3 COAT ONE COAT: A-100 EXTERIOR LATEX PRIMER B42W41. TWO COATS: SOLO 100% ACRYLIC A76 SERIES. 3.8 PAINT SYSTEMS -INTERIOR (NO VOC) GYPSUM BOARD, LATEX EGG-SHELL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX EG-SHELL, B9 SERIES. GYPSUM BOARD, ACRYLIC SEMI-GLOSS ENAMEL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX SEMI-GLOSS B10 SERIES. MASONRY, LATEX EGG-SHELL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX EGG-SHELL, B9 SERIES. PLASTER, LATEX EGG-SHELL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX EG-SHELL, B9 SERIES. PLASTER, ACRYLIC SEMI-GLOSS ENAMEL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX SEMI-GLOSS B10 SERIES. WOOD, COMPOSITION BOARD, LATEX EGG-SHELL: ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: HARMONY INTERIOR LATEX EG-SHELL, B9 SERIES. WOOD, ACRYLIC SEMI-GLOSS ENAMEL ONE COAT: HARMONY INTERIOR LATEX PRIMER B11W900. TWO COATS: SOLO 100% ACRYLIC SEMI-GLOSS A76 SERIES. METAL - STEEL, ALUMINUM, GALVANIZED, ACRYLIC SEMI-GLOSS ENAMEL: ONE COAT: ONE COAT: PRO-CRYL UNIVERSAL PRIMER B66-310. TWO COATS: PRO INDUSTRIAL WATER BASED ALKYD. 3.9 COLORS TO BE SELECTED BY ARCHITECT FROM DISTRICT ’S STANDARD COLOR PALETTE. 09 PAINT (CONT.)DEMOLITION CEILINGS No. C31793W REN. 02-28-25 L AINROFILACFOETATS ICENSED A RCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com 12" = 1'-0" 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N SHEET SPECIFICATIONS A0.1 REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 SCHEDULES GENERAL NOTES 1. 2. FIELD VERIFY ALL (E) DIMENSIONS AS NEEDED FOR BIDDING AND CONSTRUCTION. PROTECT ALL STRUCTURE INCLUDING BUT NOT LIMITED TO COLUMNS, BEAMS, WALLS, ETC. LEGEND & ABBREVIATIONS (E) TREE NEW CONSTRUCTION EXISTING CONSTRUCTION PROPERTY LINE PLANTING AREA FACE OF CURB P.A F.O.C. N/APROPERTY LINE 468.60' PR O P E R T Y L I N E 21 0 . 0 0 ' PROPERTY LINE 318.60' PR O P E R T Y L I N E 85 . 0 0 ' 08 A1.1 W 1ST STREET W 2ND STREET A2.1 05 AREA OF WORK 06 A1.1 07 A1.1 ASSISTANCE LEAGUE OF SANTA ANA 1031 W FIRST STREET 1037 W FIRST STREET W. 1ST ST.12 ' - 1 0 " ASSISTANCE LEAGUE OF SANTA ANAW. 1ST ST.1028 W. 1ST ST.PARKING LOTALLEYRESIDENCE 6' - 0 " WEST-BOUND TRAFFICEAST-BOUND TRAFFIC 300' - 0" 12 ' - 1 0 " PARKING LOT 6' - 0 " ASSISTANCE LEAGUE OF SANTA ANA W. 2ND ST.RESIDENCE BACKYARD 300' - 0" 12 ' - 1 0 " PARKING LOT 6' - 0 " ASSISTANCE LEAGUE OF SANTA ANA 1015 W. 1ST ST.PARKING LOT 1037 W. 1ST ST.SIDEWALK No. C31793W REN. 02-28-25 L AINROFILACFOETATS ICENSED A RCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com As indicated 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N SITE PLAN A1.1 1/16" = 1'-0" SITE 05 1/16" = 1'-0" MECHANICAL DIAGRAM - SOUTH ELEVATION SITE LINE - 1ST STREET 06 1/16" = 1'-0" MECHANICAL DIAGRAM - NORTH ELEVATION SITE LINE 07 1/16" = 1'-0" MECHANICAL DIAGRAM - EAST ELEVATION SITE LINE 08 REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 A3.107 A3.1 A3.1 A3.1 08 14 05 1 1 2 2 A.3 A.3 A A C C 3 3 6 6 OPEN TO BELOW (E) SECOND FLOOR (E) DECK (E) MECHANICAL WELL A.2 A.2 A.4 A.4 A.6 A.6 A.8 A.8 B B B.2 B.2 B.4 B.4 B.6 B.6 B.8 B.8 4 4 5 5 MATCH (E) TYP. (E)01 A8.1 TYP. 23.03 TYP. 23.04 TYP. 23.05 TYP. 07.01 06 A8.1 A8.1 04 TYP.TYP. TYP. A3.1 06 TYP. 05.01 TYP. 23.03 V.I.F. 24' - 0" EQ EQ EQ EQ EQ EQ EQ ALIGN ROOF SCREEN WITH GRIDLINE OF (E) ROOF STRUCTURE (E) R O O F S L O P E 1/4" = 1 ' - 0 " (E) R O O F S L O P E 1/4" = 1 ' - 0 " (E) R O O F S L O P E 1/4" = 1 ' - 0 " (E) R O O F S L O P E 1/4" = 1 ' - 0 " 56' - 6" 42 ' - 2 " 61' - 5" 26 ' - 8 " 4' - 6 " V.I.F. 8' - 0" TYP. TYP. 3' - 8" MIN.3' - 11" MIN. 8' - 2 " M I N . 24 ' - 3 " M I N . SCHEDULES GENERAL NOTES 1. 2. 3. FIELD VERIFY ALL (E) DIMENSIONS AS NEEDED FOR BIDDING AND CONSTRUCTION. PROTECT ALL STRUCTURE INCLUDING BUT NOT LIMITED TO COLUMNS, BEAMS, WALLS, ETC. ALL ROOF WATERPROOFING DETAILS TO BE PER MANUFACTURER'S RECOMMENDATION FOR ALL CONDITIONS TO MAINTAIN WARRANTY, INCLUDING BUT NOT LIMITED TO PATCHING, CURBS, PENETRATIONS AND FLASHING CONDITIONS. LEGEND The intent of this drawing is to describe in general the demolition areas affected by the project construction. It is not intended as a detailed description of existing items or elements to be removed. The Contractor should visit the site and review any available Record Documents to become familiar with the existing conditions and include the removal of all items necessary for the proper execution and completion of the work. The Contract Documents are complementary, and what is required by one shall be binding as if required by all to the extent that it is reasonably inferable from them as being necessary to produce the intended results. Protect in place existing adjacent buildings and utilities in place and/or as indicated. Cap all utilities at appropriate points. All existing electrical / telephone / catv utilities shall be removed as indicated or back to the point where the specific utility system enters the work area. Coordinate demolition of all utilities with the Client. All utilities connected to the existing buildings to remain shall continue to be operational during business hours of the demolition process. NOT IN SCOPE OF WORK ELEMENTS TO BE DEMOLISHED No. C31793W REN. 02-28-25 L AINROFILACFOETATS ICENSED A RCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com As indicated 23014 08-14-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N ROOF PLANS A2.1 1/8" = 1'-0" ROOF PLAN 05 1/8" = 1'-0" ROOF PLAN - DEMO 07 KEYNOTES 05.01 ROOF SCREEN - TAYLOR METAL - RIBBED SERIES: TMP 1.5-8-32 WALL - COLOR: SW CASHMERE, TO MATCH MAIN BUILING 07.01 PATCH ROOFING SYSTEM TO MATCH (E) - SEE GENERAL NOTE #3 23.01 DEMO MECHANICAL UNIT 23.02 DEMO MECHANICAL UNIT PLATFORM 23.03 MECHANICAL UNIT - REPLACEMENT 23.04 MECHANICAL UNIT PLATFORM - SEE STRUCTURAL FOR FRAMING 23.05 RECONNECT, PATCH AND / OR EXTEND (E) MECHANICAL DUCTS AS NEEDED 23.06 (E) DUCT TO REMAIN REV DESCRIPTION DATE AGENCY RESUBMITTAL 1 08-14-24 1031 W 1st St - 101119950 & 4013927010/18/2024 FIRST FLOOR0' - 0" SECOND FLOOR10' - 0" ROOF - B20' - 0" 1236 ROOF - A12' - 6" (E ) P A R A P E T 1 2 ' - 1 0 " 4' - 8 " 45 05.01 01 A8.1 FIRST FLOOR0' - 0" SECOND FLOOR10' - 0" ROOF - B20' - 0" 1 2 3 6 ROOF - A 12' - 6" 4' - 8 " PA R A P E T 1 2 ' - 1 0 " 4 5 05.01 01 A8.1 FIRST FLOOR 0' - 0" A.3 AC ROOF - A 12' - 6" 4' - 8 " (E ) P A R A P E T 1 2 ' - 1 0 " A.2A.4A.6A.8BB.2B.4B.6B.8 05.01 01 A8.1 FIRST FLOOR 0' - 0" SECOND FLOOR 10' - 0" ROOF - B 20' - 0" A.3A CA.2 A.4 A.6 A.8 B B.2 B.4 B.6 B.8 05.01 01 A8.1 SCHEDULES GENERAL NOTES LEGEND N/A N/A FIRST FLOOR 0' - 0" SECOND FLOOR 10' - 0" ROOF - B 20' - 0" A.3A CA.2 A.4 A.6 A.8 B B.2 B.4 B.6 B.8 05.01 23.03 4' - 8 " (E ) P A R A P E T 1 2 ' - 1 0 " SCREEN OPENING 01 A8.1 No. C31793W REN. 02-28-25 L AINROFILACFOETATS ICENSED A RCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com As indicated 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N ELEVATIONS A3.1 1/8" = 1'-0" NORTH ELEVATION 08 1/8" = 1'-0" SOUTH ELEVATION 05 1/8" = 1'-0" EAST ELEVATION 07 1/8" = 1'-0" WEST ELEVATION 14 KEYNOTES 05.01 ROOF SCREEN - TAYLOR METAL - RIBBED SERIES: TMP 1.5-8-32 WALL - COLOR: SW CASHMERE, TO MATCH MAIN BUILING 23.03 MECHANICAL UNIT - REPLACEMENT 1/8" = 1'-0" WEST ELEVATION - PARTIAL 06 REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 STRUCTURE METAL PANEL FASTENER PER MANUFACTURER, TYP. 22 GA. METAL TRIM TO MATCH PANELS 4"4" 4" 4" STRUCTURE METAL PANEL FASTENER PER MANUFACTURER 22 GA. METAL TRIM TO MATCH PANELS STRUCTURE ROOF SCREEN PANEL FASTENER PER MANUFACTURER, TYP. (E) ROOF SYSTEM (E) FLUID APPLIED ROOFING SYSTEM (E) ROOF SYSTEM HVAC UNIT (E) FLUID APPLIED ROOFING SYSTEM METAL PLATFORM FLASHING - FASTENER PENETRATION PER ROOFING SYSTEM RECOMMENDED DETAILING MECHANICAL UNIT PLATFORM No. C31793W REN. 02-28-25 L AINROFILACFOETATS ICENSED A RCHITECT N I LL M I TZE I A Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com As indicated 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N EXTERIOR DETAILS A8.1 3" = 1'-0" ROOF SCREEN TOP 03 3" = 1'-0" ROOF SCREEN CORNER TRIM 04 3" = 1'-0" ROOF SCREEN BASE 02 3" = 1'-0" MECHANICAL UNIT PLATFORM 06 3/4" = 1'-0" ROOF SCREEN - TYPICAL SECTION 01 REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2020C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com . PR I N T D A T E Pr o j e c t S t a t u s : CONSULTING STRUCTURAL ENGINEERS 3198-G AIRPORT LOOP DRIVE COSTA MESA, CA 92626 PHONE: (714) 556-5475 . CROSS ENGINEERING No. 3886 STRUC T URAL K IRK D .CROSS R EGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA . 4/ 4 / 2 0 2 4 1 : 4 5 : 1 3 A M CE 24-101 02-02-2024 CE AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 7 W E S T F I R S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N STRUCTURAL GENERAL NOTES S0.1 AG E N C Y S U B M I T T A L STRUCTURAL SHEET INDEX SHEET NO SHEET TITLE CURRENT REVISON S0.1 STRUCTURAL GENERAL NOTES S1.1 TYPICAL STRUCTURAL DETAILS S2.2 ROOF FRAMING PLAN S3.1 STRUCTURAL DETAILS ABBREVIATIONS A.B. ANCHOR BOLT ABV. ABOVE ATR ALL THREADED ROD BAR REINFORCING BAR BD BOARD BLKG. BLOCKING BLW. BELOW BM BEAM B.N. BOUNDARY NAIL B.W. BOTH WAYS CF CONTINUOUS FOOTING CIDH CAST-IN-DRILLED HOLE CJ CEILING JOIST CL CENTERLINE COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS C.P.E. CONT. PANEL EDGES D DEPTH DBL DOUBLE DF DOUGLAS FIR DIA. DIAMETER DO DITTO (E) EXISTING E.J. EXPANSION JOINT E.N. EDGE NAIL EQ. EQUAL E.W. EACH WAY FB FLOOR BEAM F.G. FINISH GRADE F.J. FLOOR JOIST FL FLOOR FMG. FRAMING F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS F.P. FULL PENETRATION FTG. FOOTING GA. GAUGE GALV. GALVANIZED GLB GLUE-LAMINATED BEAM GR. BM. GRADE BEAM GWB GYPSUM WALLBOARD GT GIRDER TRUSS H HIGH HDR HEADER HGT. HEIGHT HGR. HANGER HORIZ. HORIZONTAL HT HIP TRUSS K.P. KING POST L LOW LT. WT. LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAS. MASONRY MAX. MAXIMUM M.B. MACHINE BOLT M.I. MALLEABLE IRON MIN. MINIMUM MLB MICRO LAM BEAM (N) NEW N.G. NATURAL GRADE O/ OVER O/C ON CENTER PJ POUR JOINT PLB PARALLAM BEAM PLWD PLYWOOD P.T. PRESSURE TREATED RB ROOF BEAM REINF. REINFORCING REQ'D REQUIRED RF ROOF RJ ROOF JOIST RR ROOF RAFTER RT ROOF TRUSS(ES) SIM. SIMILAR SIMP. SIMPSON PRODUCT S.M.S. SHEET METAL SCREW SQ SQUARE SS SELECT STRUCTURAL STD. STANDARD STL STEEL SW SHEAR WALL THK. THICK T.N. TOE NAIL T.O.C. TOP OF CONCRETE T.O.L. TOP OF LEDGER T.O.M. TOP OF MASONRY T.O.P. TOP OF PLYWOOD T.O.S. TOP OF SHEATHING T.O.W. TOP OF WALL TS TUBE STEEL TSG TAPPERED STEEL GIRDER TYP. TYPICAL U.O.O. UNLESS NOTED OTHERWISE VERT. VERTICAL W WIDTH OF FOOTING W/ WITH W.P. WEAKENED PLANE JOINT W.W.F. WELDED WIRE FABRIC ø DIAMETER @ AT GENERAL NOTES 1. PERFORM CONSTRUCTION AND WORKMANSHIP IN COMPLIANCE WITH THE DRAWINGS, SPECIFICATIONS, AND THE 2022 CALIFORNIA BUILDING CODE (CBC). 2. GOVERNING CODE AUTHORITY: CITY OF SANTA ANA, CALIFORNIA. 3. THE CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES AND VERIFY ALL DIMENSIONS PRIOR TO THE START OF CONSTRUCTION. NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES OR INCONSISTENCIES. DO NOT SCALE DRAWINGS. 4. ALL DETAILS, SECTIONS, AND NOTEZES SHOWN ON THE DRAWINGS ARE INTENDED TO BE TYPICAL AND SHALL APPLY TO SIMILAR SITUATIONS ELSEWHERE, UNLESS NOTED OTHERWISE. SPECIFIC NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THESE GENERAL NOTES AND TYPICAL DETAILS. 5. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. 6. ARCHITECTURAL, MECHANICAL ELECTRICAL, AND PLUMBING DRAWINGS ARE TO BE CONSIDERED PART OF THE DOCUMENT PACKAGE, AND ARE TO BE USED TO DEFINE LOCATION AND CONFIGURATIONS INCLUDING BUT NOT LIMITED TO: CONCRETE CURB HEIGHT AND LOCATION, FLOOR DRAINS, SLAB DEPRESSIONS, ROOF OPENINGS, DUCT PENETRATIONS, ELECTRICAL CONDUIT RUNS, CONNECTIONS FOR PIPES, DUCTS AND EQUIPMENT, DOORS, WINDOWS, NON-BEARING INTERIOR AND EXTERIOR WALLS, SLOPES, STAIRS, RAILINGS, AND WATERPROOFING. 7. REFER TO THE ARCHITECTURAL SPECIFICATIONS (WHERE APPLICABLE) FOR INFORMATION NOzeT COVERED BY THESE GENERAL NOTES OR THE STRUCTURAL DRAWINGS. 8. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS (AND/OR ARCHITECTURAL SPECIFICATIONS, WHERE APPLICABLE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING WITH ANY OF THE WORK INVOLVED. APPROVAL BY GOVERNING AGENCY DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS OR SPECIFICATIONS. 9. THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE MEANS AND METHODS OF CONSTRUCTION. CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. PROVIDE ADEQUATE ERECTION SHORING, BRACING AND GUYS THAT COMPLY WITH LOCAL STATE, OSHA AND NATIONAL SAFETY STANDARDS. 10. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES INCLUDING LAGGING, SHORING AND PROTECTION OF ADJACENT PROPERTY, STRUCTURES, STREETS AND UTILITIES COMPLYING WITH ALL LOCAL STATE, OSHA, AND NATIONAL SAFETY STANDARDS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE SITE AND SHALL REPORT ANY DISCREPANCIES TO THE STRUCTURAL ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY OF ALL WORK AND MATERIALS INCLUDING THOSE PERSONS COMING IN CONTACT WITH THE WORK. 12. THE CONTRACTOR SHALL INVESTIGATE THE SITE FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS FOUNDATIONS, CESSPOOLS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE STRUCTURAL ENGINEER SHALL BE IMMEDIATELY NOTIFIED. 13. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE STRUCTURAL ENGINEER DO NOT INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES, OR METHODS OF CONSTRUCTION. CONSTRUCTION SUPPORT SERVICES PERFORMED BY REPRESENTATIVES OF THE STRUCTURAL ENGINEER SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION SERVICES PERFORMED BY OTHERS. OBSERVATION VISITS TO THE SITE BY THE ENGINEER'S FIELD REPRESENTATIVE SHALL NEITHER BE CONSTRUED AS INSPECTION NOR APPROVAL OF CONSTRUCTION. 14. FOR PROPER FILED OBSERVATION BY THE STRUCTURAL ENGINEER, THE STRUCTURAL ENGINEER SHALL BE NOTIFIED OF THE VARIOUS CONSTRUCTION PHASES. 15. DURING AND AFTER CONSTRUCTION, BUILDER AND /OR OWNER SHALL KEEP LOADS ON STRUCTURE WITHIN THE LIMITS OF DESIGN LOADS. 16. ALL CODES AND SPECIFICATIONS NOTED ON THESE DRAWINGS SHALL BE THE LATEST APPROVED EDITIONS AND REVISIONS BY THE GOVERNING CODE AUTHORITY HAVING JURISDICTION OVER THIS PROJECT. 17. THE CONTRACTOR SHALL REVIEW AND STAMP ALL SHOP DRAWINGS PRIOR TO SUBMISSION TO THE STRUCTURAL ENGINEER. REVIEW THE SHOP DRAWINGS FOR COMPLETENESS AND COMPLIANCE WITH THE CONTRACT DOCUMENTS AND SPECIFICATIONS. SUBMIT A WRITTEN REQUEST TO THE STRUCTURAL ENGINEER FOR APPROVAL OF ANY MODIFICATION OR SUBSTITUTION. SUBSTITUTIONS AND MODIFICATIONS MUST BE APPROVED PRIOR TO SUBMISSION OF THE SHOP DRAWINGS TO THE STRUCTURAL ENGINEER. CLOUD THE SHOP DRAWINGS AT LOCATIONS OF ALL zeMODIFICATIONS OR SUBSTITUTIONS. MAINTAIN A COPY OF ALL APPROVED SHOP DRAWINGS AT SITE DURING CONSTRUCTION. 18. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 10 WORKING DAYS). 19. ALL ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE UNLESS NOTED OTHERWISE. 20. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS. 21. VIBRATIONAL EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 22. NO FRAMING OF ANY TYPE SHALL BE CONCEALED PRIOR TO INSPECTION BY GOVERNING AGENCIES. 23. GRADING AND DRAINAGE: ALL PAVING, FLAT WORK AND PLANTERS NEXT TO BUILDING SHALL BE PROPERLY GRADED TO CARRY WATER AWAY FROM BUILDINGS. 24. NO CHANGES ARE TO BE MADE TO THESE PLANS WITHOUT THE KNOWLEDGE AND CONSENT OF THE STRUCTURAL ENGINEER WHOSE SIGNATURE APPEARS HEREON. 25. THE RESPONSIBLE DESIGN ENGINEER SHALL PROVIDE (A SHOP STAMP) AND REVIEW THE DESIGN, PLANS, CONSTRUCTION DETAILS AND SPECIFICATIONS FOR ALL PREFABRICATED. FOUNDATION 1. REFER TO SOIL INVESTIGATION BY: 2022 CBC MINIMUM VALUES DATED: 2022 2. ALLOWABLE SOIL PRESSURE 1,500 PSF WITH INCRESASES PER GEOTECH REPORT 3. CARRY ALL FOOTINGS A MINIMUM OF 24”INTO NATURAL GRADE OR APPROVED COMPACTED FILL. 4. ALL FOOTINGS SHALL BE INSPECTED BY THE BUILDING DEPARTMENT PRIOR TO POURING CONCRETE. 5. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS PRIOR TO POURING CONCRETE. 6. THE FOLLOWING NOTES FROM THE SOILS REPORT SHALL APPLY TO ALL FOUNDATION WORK BUILDING DESIGN INFORMATION 1. GENERAL DATA: ROOF LIVE LOAD = 20 psf (At ≤ 400sf) ROOF LIVE LOAD = 16 psf (400sf < At ≤ 600sf) ROOF LIVE LOAD = 12 psf (At > 600sf) 2. WIND DESIGN DATA: BASIC WIND SPEED = 95 mph (3-sec. peak gust) WIND IMPORTANCE FACTOR I = 1.00 OCCUPANCY CATEGORY = II WIND EXPOSURE = B 3. EARTHQUAKE DESIGN DATA : SEISMIC IMPORTANCE FACTOR I = 1.00 OCCUPANCY CATEGORY = II SEISMIC DESIGN CATEGORY = D BASIC SEISMIC-DESIGN PARAMETERS: Ss = 1.295 S1 =0.462 SDS = 1.036 SD1 = 0.462 TESTS AND INSPECTIONS 1. DEPUTY INSPECTORS ARE REQUIRED TO BE LISTED BY THE BUILDING DEPARTMENT. 2. PROVIDE ALL STRUCTURAL MATERIAL FROM TESTED STOCK FURNISH COPIES OF TEST REPORTS TO ARCHITECT AND GOVERNING CODE AUTHORITY UPON REQUEST. 3. SEE SPECIFICATIONS FOR ADDITIONAL TEST AND INSPECTION REQUIREMENTS. 4. THE USE OF ROLLED STEEL SECTIONS, BOLTS, AND OR REBAR MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARD. FOREIGN STEEL WILL REQUIRE MILL CERTIFICATES, AND REPRESENTATIVE TESTING BY AGENCIES APPROVED BY THE GOVERNING CODE AUTHORITY TO DEMONSTRATE COMPLIANCE. ALL FOREIGN BOLTS AND CONNECTORS SHALL BE APPROVED BY THE GOVERNING CODE AUTHORITY. 5. A TESTING LABORATORY SHALL PROVIDE CONTINUOUS INSPECTION, COMPLYING WITH CHAPTER 17 OF THE 2022 CALIFORNIA BUILDING CODE FOR THE FOLLOWING: A. FIELD WELDING B. STEEL MOMENT FRAMES C. STRUCTURAL OBSERVATION FOR SHEAR WALLS AND SHEAR WALL POST ANCHORS D. CONCRETE AND REINFORCING STEEL WHEN SPECIFIED COMPRESSIVE STRENGTH EXCEEDS 2500 PSI E. EXPANSION AND EPOXY ANCHORS. F. ALL CONCRETE MASONRY (CMU) CONSTRUCTION ADDITIONAL NOTES: 1. The special inspections identified on plans are, in addition to, and not a substitute for, those inspections required to be performed by a City's building inspector. STRUCTURAL OBSERVATION NOTES: 1. STRUCTURAL OBSERVATION PROGRAM IS REQUIRED FOR THIS PROJECT PER 2022 CBC SEC. 1704.5. STRUCTURAL OBSERVATION CORRECTION REPORTS SHALL BE GENERATED BY THE SER. THE FOLLOWING STAGES OF CONSTRUCTION SHALL BE OBSERVED: CONCRETE:ALL FOOTINGS AND SLABS -PRE-POUR SHEAR WALLS:ALL SHEAR WALLS & THE SEISMIC FORCE RESISTING SYSTEM STRUCTURAL STEEL FRAMES:ALL MOMENT FRAMES AND STEEL COLUMNS FINAL FRAMING CONDITIONS:THE FINAL FRAMING CONDITIONS SHALL BE OBSERVED FOR COMPLIANCE WITH THE RECORD DOCUMENTS. WOOD 1. ALL WOOD CONSTRUCTION PER 2022 CALIFORNIA BUILDING CODE, CHAPTER 23. 2. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH, UNLESS NOTED OTHERWISE, AND CONFORM TO THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION. A. 2x LUMBER GRADE #2 B. 4x LUMBER GRADE #2 C. 6x BEAMS, LEDGERS AND POSTS GRADE #1 D. STUDS (U.N.O. ON PLANS) E. FROM 0 FT. TO 8 FT 2x4 STUD GR. F. FROM 8 FT. TO 14 FT 2x4 GRADE #2 G. FROM 14 FT. TO 20 FT 2x6 GRADE #2 H. SILL PLATES (P.T.D.F.) CONST OR BETTER I. TOP & BOTTOM PLATES CONST OR BETTER J. BLOCKING STD OR BETTER REFER TO ARCHITECTURAL DRAWINGS FOR ADDITIONAL APPEARANCE REQUIREMENTS. 3. INTERIOR NON-BEARING WALL HEADER SCHEDULE: (U.N.O. ON PLANS) A. TO 4'-0" 4x4 #2 B. TO 7'-0" 4x6 #2 C. TO 10'-0" 4x8 #2 D. TO 13'-0" 4x10 #2 E. TO 16'-0" 4x12 #2 4. ALL SHEATHING SHALL BE STAMPED BY THE AMERICAN PLYWOOD ASSOCIATION (APA) AND SHALL CONFORM TO THE U.S. PRODUCT STANDARD (PS 1 - 95) WITH EXTERIOR GLUE. COMPOSITE OR NON VENEERED PANELS: COMPLY WITH NATIONAL RESEARCH BOARD REPORT NER-108. SUBFLOOR ADHESIVE: APA SPECIFICATION AFG-01. INSTALL PLYWOOD AND NON-VENEERED PANELS PER APA CONSTRUCTION GUIDE, LATEST EDITION. SEE STRUCTURAL FRAMING PLANS FOR THICKNESS AND TYPE OF FLOOR AND ROOF SHEATHING. SEE SHEAR WALL NOTES FOR SIZE AND TYPE OF WALL SHEATHING (PS 1 - 95). 5. NAILING OF HORIZONTAL AND VERTICAL DIAPHRAGMS SHALL BE INSPECTED AND APPROVED BY THE BUILDING DEPARTMENT PRIOR TO COVERING. 6. ALL NAILS USED IN TIMBER-TO-TIMBER CONNECTIONS SHALL BE COMMON OR COATED SINKER NAILS AND NAILING SHALL CONFORM TO THE APPLICABLE BUILDING CODE. ALL NAILS CONNECTING PRE- MANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) TO TIMBER SHALL CONFORM TO THE MANUFACTURER'S CATALOGUE AND APPLICABLE ICC REPORTS. 7. ALL STUD WALLS SHALL HAVE FIRE BLOCKING AT 10'-0" O/C MAXIMUM. 8. WHERE WOOD IS IN CONTACT WITH CONCRETE OR MASONRY, USE PRESSURE TREATED DOUGLAS FIR OR SHEET METAL CONNECTORS. 9. UNLESS OTHERWISE SPECIFIED, ALL SILL PLATES IN CONTACT WITH CONCRETE OR MASONRY SHALL BE BOLTED TO THE CONCRETE OR MASONRY WITH 1/2" DIA. BOLTS AT 4'-0" O/C. NOTE: A. ALL BOLTS SHALL EXTEND A MINIMUM OF 7" INTO FOOTING, WITH 5" MIN. INTO THE FIRST POUR OF CONCRETE. B. PROVIDE A MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF SILL PLATE WITH ONE BOLT LOCATED WITHIN 12" OF THE END. C. AT INTERIOR WALLS, BOLTS MAY BE SUBSTITUTED WITH 0.15" DIA. POWDER DRIVEN PINS AT 32" O/C UNLESS NOTED OTHERWISE. (RAMSET “1500 SERIES” INSTALLED PER ICC ESR-1799, HILTI "X-DNI" INSTALLED PER ICC ESR-1663, OR EQ.). SHOT PINS SHALL NOT BE INSTALLED UNTIL CONCRETE HAS CURED FOR 7 DAYS MINIMUM. AT TWO-POUR FOUNDATIONS, 2nd POUR SHALL HAVE 4-3/4" MIN. THICKNESS AT SHOT PIN LOCATIONS. 10. ALL BOLT HEADS AND NUTS WHICH BEAR AGAINST THE FACE OF WOOD MEMBERS SHALL BE PROVIDED WITH WASHERS. 11. PROVIDE MULTIPLE STUDS FOR SOLID BEARING AT ENDS OF MISCELLANEOUS BEAMS OR GIRDER TRUSSES WHERE POSTS ARE NOT SHOWN. 12. HOLES IN STRUCTURAL MEMBERS FOR PIPES AND CONDUITS SHALL COMPLY WITH THE BUILDING CODE AND THE TYPICAL DETAILS ON S1.1 SHEET. 13. PROVIDE DOUBLE FLOOR JOISTS UNDER PARALLEL PARTITIONS. 14. SOLID BLOCK AT BEARING WALLS, UNDER PERPENDICULAR PARTITIONS AND ELSEWHERE AS REQUIRED PER 2022 CBC 2308.8.4. 15. MINIMUM SPLICE NAILING OF DOUBLE PLATES SHALL BE AS FOLLOWS UNLESS OTHERWISE SPECIFIED: (12)16d EACH SIDE OF SPLICE WITH NO ADJACENT SPLICE WITHIN 4'-0". (SEE TYPICAL DETAIL ON SD1 SHEET) 16. FACE NAIL TWO PIECE BUILT-UP BEAMS WITH 16d AT 12" O/C AT TOP AND BOTTOM. FACE NAIL MEMBERS OF THREE PIECE BUILT-UP BEAMS WITH 16d AT 12" 0/C AT TOP AND BOTTOM TO ALTERNATE SIDES OF BEAM. PROVIDE ADDITIONAL ROW OF NAILING AT ALL BEAMS GREATER THAN 12" DEEP. BOLT BUILT-UP BEAMS OF FOUR OR MORE MEMBERS. (SEE TYPICAL DETAIL ON S1.1 SHEET) 17. BALLOON FRAME ALL STUD WALLS AT SLOPING CEILINGS. 18. PREDRILL ALL HOLES FOR 20d AND LARGER NAILS, SPIKES AND LAG BOLTS. LEAD HOLES FOR LAGS SHALL BE AS FOLLOWS: A. SHANK PORTION - SAME DIAMETER AND LENGTH AS SHANK. B. THREADED PORTION - 60 TO 75% OF THE DIAMETER OF THREAD AND SAME LENGTH AS THREAD. 19. PARALLAM BEAMS SHALL BE CONSTRUCTED, INSTALLED AND MANUFACTURED PER SPECIFICATIONS OF WEYERHAEUSER AND ICC ESR-1387. 20. THE PROPERTIES OF MICRO=LAM MEMBERS SHALL BE: E = 2,000,000 PSI, Fb = 2,900 PSI, Fv = 290 PSI. 21. PROVIDE 2X3 CROSS BRIDGING OR 2X SOLID BLOCKING AT A MINIMUM OF 8'-0" O/C FOR JOISTS (CONTACT METAL BRIDGING OR EQUAL MAY BE USED) WHERE SHEATHING OR GYP. BD. IS NOT APPLIED TO TOP & BOTTOM OF JOISTS FOR ENTIRE LENGTH OF JOIST. 22. ALL PREMANUFACTURED METAL ITEMS (CONNECTORS, HANGERS, STRAPS, ETC.) SHALL BE BY SIMPSON STRONG TIE COMPANY, INC. U.N.O. (SEE NOTE 6 ABOVE CONCERNING NAILING.) 23. A MAXIMUM OF 10 % OF LUMBER USED FOR CONSTRUCTION MAY CONTAIN "WANE". THOSE MEMBERS WITH "WANE" SHALL NOT BE USED AT PLYWOOD OR DRY WALL EDGES, SOLID BLOCKING OR AT DOUBLE PLATES. 24. BOLT HOLES AT HOLDOWNS SHALL NOT BE MORE THAN 1/16 INCH OVERSIZED AT THE HOLDDOWN TO POST CONNECTION INSPECTOR TO VERIFY. (PER BUILDING DEPARTMENT). 25. ALL HOLDOWN CONNECTIONS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 26. PRE-DRILL FOR NAILING WHEN NAIL SPACING RESULTS IN THE WOOD SPLITTING. 27. PROVIDE MINIMUM 2x6 WCDF #2 STUDS AT ALL PLUMBING WALLS. 28. MOISTURE CONTENT OF ALL STRUCTURAL LUMBER SHALL NOT EXCEED 19% AT TIME OF FABRICATION OR CONSTRUCTION. 29. ALL METAL FASTENERS AND CONNECTORS IN CONTACT WITH PRESSURE TREATED WOOD SHALL BE HOT-DIPPED ZINC COATED, GALVANIZED, OR STAINLESS STEEL. 30. ALL FASTENERS IN FIRE-RETARDANT-TREATED WOOD SHALL BE GALVANIZED OR STAINLESS STEEL. NAILING SCHEDULE CONNECTION NAILING JOIST TO SILL OR GIRDER, TOENAIL (3)-8d BRIDGING TO JOIST, TOENAIL EACH END (2)-8d 1”x6” SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL (2)-8d WIDER THAN 1”x6” SUB-FLOOR TO EACH JOIST, FACE NAIL (3)-8d 2” SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL (2)-16d COMMON SOLE PLATE TO JOIST OR BLK'G, FACE NAIL 16d COMMON AT 16” O/C TOP PLATE TO STUD, END NAIL (2)-16d COMMON STUD TO SOLE PLATE (4)-8d TOENAIL OR (2)-16d COMMON END NAIL STUD TO 3x SOLE PLATE (2)-20d COMMON END NAIL DOUBLE STUDS, FACE NAIL 16d COMMON AT 24” O/C DOUBLED TOP PLATES, FACE NAIL 16d COMMON AT 16” O/C CONTINUOUS HEADER, TWO PIECES 16d COMMON AT 16” O/C ALONG EACH EDGE CEILING JOISTS TO PLATE, TOENAIL (3)-8d CONTINUOUS HEADER TO STUD, TOENAIL (4)-8d CEILING JOISTS, LAPS OVER PARTITIONS, FACE NAIL (3)-16d COMMON CEILING JOIST TO PARALLEL RAFTERS, FACE NAIL (3)-16d COMMON RAFTER TO PLATE, TOENAIL (3)-8d 1” BRACE TO EACH STUD AND PLATE, FACE NAIL (2)-8d 1”x8” SHEATHING OR LESS TO EACH BEARING, FACE NAIL (3)-8d WIDER THAN 1”x8” SHEATHING TO EACH BEARING, FACE NAIL (3)-8d BUILT-UP CORNER STUDS 16d COMMON AT 24” O/C 2” PLANKS (2)-16d COMMON AT EACH BEARING POINT STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE AISC SPECIFICATION FOR THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL BUILDINGS (LATEST EDITION), ALL COLUMN AND DOUBLER PLATES SHALL CONFORM TO ASTM A992, FY-50 KSI, AND THE FOLLOWING ASTM STANDARD SPECIFICATIONS, UNLESS NOTED OTHERWISE: ALL STRUCTURAL STEEL UNLESS NOTED BELOW ASTM A36 PIPES ASTM A53, GRADE B (35 KSI) TUBES ASTM A500, GRADE B (46 KSI) ANCHOR BOLTS AND UNFINISHED BOLTS ASTM A307 U.N.O. THREADED ROUND STOCK ASTM A36 HIGH STRENGTH BOLTS SEE NOTE BELOW. 2. THE USE OF ROLLED STEEL SECTIONS, AND BOLTS MANUFACTURED OUTSIDE THE UNITED STATES WILL REQUIRE VERIFICATION THAT THE PRODUCTS COMPLY WITH APPLICABLE ASTM STANDARD. FOREIGN STEEL WILL REQUIRE MILL CERTIFICATES, AND REPRESENTATIVE TESTING BY AGENCIES APPROVED BY THE GOVERNING CODE AUTHORITY TO DEMONSTRATE COMPLIANCE. ALL FOREIGN BOLTS AND CONNECTORS SHALL BE APPROVED BY THE GOVERNING CODE AUTHORITY. 3. MILL CERTIFICATES SHALL ACCOMPANY ALL STRUCTURAL STEEL. ALL STRUCTURAL STEEL SHALL BE IDENTIFIABLE IN THE FIELD WITH THE CORRESPONDING MILL CERTIFICATES. 4. ALL BOLTS SHALL BE UNFINISHED, CONFORMING TO ASTM A307 OF SIZES SHOWN ON DRAWINGS, UNLESS NOTED OTHERWISE. 5. HIGH STRENGTH BOLTS: A. PROVIDE HIGH STRENGTH BOLTS, NUTS AND WASHERS COMPLYING WITH ASTM A325. ALL HIGH STRENGTH BOLTS SHALL BE SLIP-CRITICAL HIGH STRENGTH BOLTS (A325-SC) UNLESS NOTED OTHERWISE. B. ASSEMBLE HIGH STRENGTH BOLTS IN COMPLIANCE WITH THE 'SPECIFICATION OF STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS.' 2006 EDITION. C. TIGHTEN A325-N BOLTS TO A SMUG TIGHT CONDITION. TIGHTEN A325-SC BOLTS TO AT LEAST THE MINIMUM PROPER TENSION USING ONE OF THE FOLLOWING INDICATOR TIGHTENING. 6. HEADED STUD ANCHORS SHALL BE MANUFACTURED FROM C1015, C1017, OR C1020 COLD DRAWN STEEL CONFORMING TO ASTM A108. STUD SIZE SHALL BE AS NOTED ON PLANS. 7. SUBMIT SHOP DRAWINGS TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO FABRICATION. INDICATE A WELDING PROCEDURE FOR DUCTILE MOMENT FRAMES INCLUDING THE SEQUENCE OF WELDING AT GIRDER TO COLUMN AND COLUMN TO BASE PLATE CONNECTIONS AND COLUMN SPLICES AS WELL AS THE SEQUENCE OF WELDING WITHIN EACH FRAME. SHOP DRAWINGS SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT, ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION WITH SUFFICIENT TIME FOR REVIEW OF DESIGN INTENT (MINIMUM OF 14 WORKING DAYS) ALSO SEE NOTE #8, 9 & 10 BELOW. 8. A WELDING PROCEDURE SPECIFICATION (W.P.S.) PER A.W.S. D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND APPROVED BY THE ENGINEER OF RECORD OR HIS DESIGNEE. THE W.P.S. SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. 9. COMPLETE JOINT PENETRATION GROOVE WELDS SHALL HAVE A FILLER METAL WITH A NOTCH TOUGHNESS OF 20 FOOT-POUNDS AVERAGE AT 0 DEGREES FAHRENHEIT. 10. WELD STRUCTURAL STEEL IN COMPLIANCE WITH ANSI/AW S D1.1-04 WELDERS SHALL BE CERTIFIED AS REQUIRED BY THE GOVERNING CODE AUTHORITY. WELDING SHALL BE DONE BY THE ELECTRIC ARC PROCESS USING APPROVED COATED RODS. WELDING MAY BE PERFORMED USING THE SUBMERGED ARC PROCESS WITH AUTOMATIC WELDING (SAW-1). USE E-90xx LOW HYDROGEN ELECTRODES FOR WELDING OF REINFORCING STEEL. PERFORM SHOP WELDING BY AN APPROVED FABRICATOR. 11. BUILDING STRUCTURAL STEEL IS DESIGNED FOR UNSHORED CONSTRUCTION UNLESS NOTED OTHERWISE. 12. CAMBER STRUCTURAL STEEL BEAMS AND GIRDERS SUPPORTING FLOOR LOADS WITH SPANS GREATER THAN 15'-0” L/360 UNLESS NOTED OTHERWISE. DO NOT CAMBER MEMBERS BELOW ELEVATOR ENTRANCE DOORS. 13. UNLESS A LARGER SIZE FILLET WIELD IS INDICATED, PROVIDE MINIMUM SIZE OF WELD PER AISC. WELD LENGTHS INDICATED ARE THE NET EFFECTIVE LENGTH REQUIRED. 14. FIELD CUTTING OR BURNING OF STRUCTURAL STEEL IS NOT PERMITTED WITHOUT WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 15. SPLICING OF STRUCTURAL STEEL MEMBERS WHERE NOT DETAILED IS PROHIBITED WITHOUT PROIR APPROVAL. IF APPROVED, THE CONTRACTOR SHALL HAVE THE CONNECTION TESTED BY ULTRASONIC TESTING METHOD BY AN INDEPENDENT TESTING LAB. 16. AS REQUIRED APPLY SPRAYED FIREPROOFING OVER STRUCTURAL STEEL WITH MONOKOTE MK6/CBF OR MK/ED AS MANUFACTURED BY W.R. GRACE AND COMPANY AS APPROVED BY ICC ESR-1186. OBTAIN APPROVAL FOR SUBSTITUTE PRODUCTS AS INDICATED IN GENERAL SECTION. HOURLY FIRE RESISTIVE REQUIREMENTS SHALL BE DETERMINED USING TABLE 720.1(1) OF THE CBC AND BUILDING TYPES OF CONSTRUCTION AS INDICATED ON ARCHITECTURAL DRAWINGS. 17. WHERE EXPOSED STEEL SURFACES ARE EXPOSED TO VIEW IN THE FINISHED WORK, USE ONLY MATERIALS THAT ARE SMOOTH AND FREE FROM SURFACE BLEMISHES. REMOVE SUCH BLEMISHES BY GRINDING OR WELDING AND GRINDING PRIOR TO CLEANING AND APPLICATION OF FINISHES. 18. SHOP PRIME ALL STRUCTURAL STEEL, EXCEPT AT CONNECTION LOCATIONS, AND STEEL WHICH REQUIRES FIREPROOFING. FOR THE PROTECTION OF EXPOSED STRUCTURAL STEEL SEE ARCHITECTURAL DRAWINGS. 19. BOLT HOLES IN STEEL SHALL BE 1/16 INCH LARGER IN DIAMETER THAN THE NORMAL SIZE OF THE BOLT USED EXCEPT AS NOTED. 20. FABRICATOR SHALL REVIEW THE WELDING PROCESS AND MATERIALS TO ENSURE CONFORMANCE WITH THE LATEST SAC/FEMA GUIDELINES AND RECOMMENDATIONS. 21. MINIMUM NOMINAL TENSILE STENGTH OF WELD METAL SHALL BE 70 KSI. 22. STRUCTURAL STEEL CONTRACTOR IS RESPONSIBLE FOR VERIFYING AND COORDINATING ALL DIMENSIONS AND ELEVATIONS SHOWN ON STRUCTURAL DRAWINGS WITH ARCHITECTURAL DRAWINGS. IN CASE OF CONFLICTS THE ARCHITECT ENGINEER IS TO BE NOTIFIED. 23. ALL GROUT UNDER STEEL BEARING PLATES SHALL BE SOLD DRYPACK OR NON-SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER. (F'c = 4,000 PSI MIN.) 24. WELDING, OTHER THAN FIELD WELDING, SHALL BE DONE IN AN APPROVED FABRICATOR'S SHOP AND ACCOMPANIED BY A CERTIFICATE OF COMPLIANCE WITH THE APPROVED PLANS. REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 T01 SUPPORT MEMBERS SEE PLAN FIELD NAILING SEE CONTINUOUS PANEL EDGES EDGE NAILING SEE NOTES SEE FRAMING NOTES ON THE FRAMING PLANS AND ON THIS SHEET FOR PLYWOOD THICKNESS, TYPE AND NAILING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. BOUNDARY NAIL PERIMETER OF BUILDING, RIDGES, VALLEYS, SHEAR WALLS, DRAG BEAMS AND ALL CONTINUOUS PANEL EDGES WHERE BLOCKING IS INDICATED ON PLAN. 1. 2. 3. DOUBLE NON-BEARING EXTERIOR AND BEARING T03 25% MAX. NOTCH 7/8" MAX. AT 2x4 STUDS 1-3/8" MAX. AT 2x6 STUDS WIDTH OF STUD MAX. TYP. ALL STUDS 40% MAX. NOTCH 1-3/8" MAX. AT 2X4 STUDS 2-1/8" MAX. AT 2X6 STUDS WIDTH OF STUD MAX. TYP. ALL STUDS 5/8" MIN. EDGE DISTANCE TYP. ALL STUDS 5/8" MIN. EDGE DISTANCE TYP. ALL STUDS 60% MAX. STUD WIDTH BORE 2"Ø MAX. AT 2x4 STUDS, 3-1/4"Ø MAX. AT 2x6 STUDS 60% MAX. STUD WIDTH BORE 2"Ø MAX. AT 2x4 STUDS, 3-1/4"Ø MAX. AT 2x6 STUDS 40% MAX. STUD WIDTH BORE 1-3/8"Ø MAX. AT 2x4 STUDS, 2-1/8"Ø MAX. AT 2x6 STUDS NOTES BORING OF MORE THAN TWO SUCCESSIVE STUDS IS NOT PERMITTED. NOTCHING AND BORING IS NOT TO OCCUR IN THE SAME STUD SECTION. THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 1. 2. 3. JOIST NOTCH PLATE NOTCH (PLAN 3x JOIST 12" MIN. DEPTH OF JOIST MAX. TO SUPPORT 3x JOIST TO SUPPORT MAX. (W ) (W) MAX. 12" MIN. T03 NO OTHER NOTCHES IN JOIST ARE ALLOWED WITHOUT APPROVAL OF THE STRUCTURAL ENGINEER. DRILL HOLE AT CENTER LINE 1/8" THICK x3"x4 TIMES 'W' W/ (4)-16d EACH END DRILL STARTER HOLES SAME DIAMETER AS NOTCH DEPTH 16 GAUGE STRAP W/ (2)-8d EACH END TYP. NOTCH 1/6 JOIST DEPTH (MAX.) NOTE NO HOLES OR NOTCHES IN PLATES LARGER THAN 1/2 'W' OR JOISTS IN THE MIDDLE 1/3 OF SPAN ALLOWED WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. THIS DETAIL IS NOT TO BE USED AT SHEAR WALLS WITHOUT THE PRIOR APPROVAL OF THE STRUCTURAL ENGINEER. 1. 2. 1. NOTE T02 NOTE: FOR OPENING SIZES & LOCATION SEE ARCH'L & MECHANICAL DWG'S U.N.O. PROVIDE DBL. TRIMMER STUDS AT ALL HEADERS LARGER THAN 4x14 OR 6x14 OPENINGS OVER 6'-0" USE DBL KING STUD TRIMMER STUD W/ 16d AT 12" O/C, STAGGERED, TYP. 2x STUDS AT 16" O/C, TYP. (2)-2x TOP PLATES W/ MIN. SPLICE -LAP PLATES 4'-0" NAIL W/ (12)-16d NAILS EA. SIDE OF SPLICE 2x FIRE BLK'G TO BE AT 10'-0" O/C MAX. 4x4 CORNER POST OR (3)-STUDS, TYP. (3)-16d TOE NAIL, TYP. HEADER PER PLAN SIMPSON 'HH' HANGER (BEND AS REQUIRED WHEN ADJACENT PERPENDICULAR WALL HAS A WINDOW USE: SIMPSON 'WB' WALL BRACES AS NEEDED (NO LET-IN WOOD BRACES) KING STUD TWO THRE FOUR T06 NAIL EACH SIDE WITH: (2)-ROWS OF 16d AT 12" O/C FOR DEPTH OF 12" OR LESS (3)-ROWS OF 20d AT 12" O/C FOR DEPTH OF MORE THAN 12" (USE 20d NAILS PER ABOVE SCHEDULE AT MICRO=LAM BEAMS) ONE SIDE NAIL TWO SIDE NAIL 1/2"Ø M.B. AT 24" O/C STAGGERED LENGTHNAIL HEAD DIA.DIA. BOLT SIZE PLATE SIZE MINIMUM SIZE SQUARE CUT PLATE WASHERS COMMON NAIL SIZES T01 3-1/2" 2-1/2" 10d 8d 16d 3" 0.344"0.162" 0.281" 0.312" 0.131" 0.148" 1/2"Ø 1/4" x 2-1/2" SQ. 5/16" x 2-3/4" SQ. 3/8" x 3-1/2" SQ. 3/8" x 3" SQ. 3/16" x 2" SQ. 5/8"Ø 3/4"Ø 7/8"Ø 1"Ø TH R E A D LE N G T H LA G B O L T L E N G T H TH R E A D LE N G T H LA G B O L T L E N G T H SH A N K LE N G T H SH A N K LE N G T H D Ds (SHANK DIA.) Dt (THREAD DIA.) LEAD HOLE DIA.'D' D Dt LEAD LAG T17 7/16"Ø 3/8"Ø 5/16"Ø 1/4"Ø1/4" Ø 5/16" Ø 1/2"Ø 3/8"Ø 7/16"Ø 5/32"Ø 5/16"Ø 5/16"Ø 1/4"Ø 3/16"Ø 1/2"Ø LAG BOLTS SHALL BE TURNED BY A HAND WRENCH OR BY A POWER TORQUE WRENCH. LAG BOLTS SHALL NOT BE HAMMERED. WHERE FULL THREADED BOLTS ARE INDICATED PROVIDED LEAD HOLE FOR DIAMETER "Dt" FOR FULL DEPTH. PROVIDE WASHER UNDER HEAD FOR BOLT HEAD IN CONTACT WITH WOOD. LAG BOLT INSTALLATION SHALL BE INSPECTED PRIOR TO CLOSING WALL FRAMING. NOTE ALL LAG BOLTS SHALL BE INSTALLED IN PRE-DRILLED LEAD HOLE. 1. 2. 3. 4. 5. 6. Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2020C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com . PR I N T D A T E Pr o j e c t S t a t u s : CONSULTING STRUCTURAL ENGINEERS 3198-G AIRPORT LOOP DRIVE COSTA MESA, CA 92626 PHONE: (714) 556-5475 . CROSS ENGINEERING No. 3886 STRUC T URAL K IRK D .CROSS R EGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA . 1" = 1'-0" 4/ 4 / 2 0 2 4 1 : 4 5 : 1 4 A M CE 24-101 02-02-2024 CE AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 7 W E S T F I R S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N TYPICAL STRUCTURAL DETAILS S1.1 AG E N C Y S U B M I T T A L SCALE: 1" = 1'-0"1Sheathing Layout SCALE: 1" = 1'-0"2Stud Notching SCALE: 1" = 1'-0"3Plate & Joist Notching SCALE: 1" = 1'-0"4Typical Wall Framing SCALE: 1" = 1'-0"5Multiple Members SCALE: 1" = 1'-0"6Washers & Nails SCALE: 1" = 1'-0"7Lag Screws REV DESCRIPTION DATE 1031 W 1st St - 101119950 & 4013927010/18/2024 ROOF FRAMING NOTES: 1. SEE SHEET S0.1, S0.2, & S1.1 FOR GENERAL NOTES AND TYPICAL DETAILS. 2. ROOF SHEATHING: 15/32” THICK APA RATED SHEATHING, 32/16 SPAN RATING, EXPOSURE 1. NAIL EDGES AND PERIMETER WITH 10d NAILS AT 4” O.C. AND 10d NAILS AT 12” O.C. AT FIELD. ALL EDGES BLOCKED UNLESS OTHERWISE SPECIFIED. LAYOUT PER DETAIL 1/S1.1. 3. USE SIMPSON “LU”, “LUS” OR “HU” HANGERS AT FLUSH JOISTS & BEAMS UNLESS NOTED OTHERWISE. 4. 5. NEW ROOF PENETRATIONS TO HAVE CONTINUOUS BOUNDARY NAILING ALL EDGES OF OPENING. 6. CONTRACTOR TO REPLACE DAMGED, ROTTED OR OVERCUT FRAMING IN A 'LIKE AND KIND' MANNER USING THE SAME SIZE, GRADE OF LUMBER, AND FASTENING. CONTRACTOR TO CONTACT STRUCTURAL ENGINEER OF REOCRD FOR QUESITONABLE CONDITIONS. - - - - 1 1 1 2 2 A.3 A.3 A A C C 3 3 6 6 OPEN TO BELOW SECOND FLOOR SUN DECK MECHANICAL WELL A.2 A.2 A.4 A.4 A.6 A.6 A.8 A.8 B B B.2 B.2 B.4 B.4 B.6 B.6 B.8 B.8 4 4 5 5 (N ) 4 x 1 0 (N ) 4 x 1 0 (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E ) 5 -1/ 4 x 2 6 G L B G I R D E R 1 (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 5 -1/ 4 x 2 6 G L B G I R D E R (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 2 2 (N ) 4 x 8 S3.1 1TYP OF (3) S3.1 2 TYP OF (3) 3 6 3 5 4 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 (N ) 4 x 8 2 2 2 2 2 2 2 2 2 2 2 2 2 2 6 S3.1 TYP 7 S3.1TYP 7 S3.1 TYP 6 S3.1 TYP (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 3 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 3 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 3 (N ) 4 x 1 0 (N ) 4 x 1 0 (E ) 2 x 4 A T 2 4 (N) 6x8 3 S3.1 3 S3.1 4 S3.1 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 8 S3.1 8 S3.1 8 S3.1 TYP TYP TYP 8 S3.1 TYP TYP 8 S3.1 TYP 8 S3.1 TYP 66 6 66 STRUCTUAL DESIGN NARRATIVE: SCOPE OF STRUCTURAL MODIFICATIONS: 1. REPLACING (8) SMALL AC UNITS WTH NEW UNITS OF SLIGHTLY LESSER WEIGHT. UNITS ARE LOCATED IN SAME LOCATIONS. 2. ADDITION OF MECHANICAL UNIT SCREEN ELEMENT. Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2020C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com . PR I N T D A T E Pr o j e c t S t a t u s : CONSULTING STRUCTURAL ENGINEERS 3198-G AIRPORT LOOP DRIVE COSTA MESA, CA 92626 PHONE: (714) 556-5475 . CROSS ENGINEERING No. 3886 STRUC T URAL K IRK D .CROSS R EGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA . As indicated 4/ 4 / 2 0 2 4 1 : 4 5 : 1 4 A M CE 24-101 02-02-2024 CE AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 7 W E S T F I R S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N ROOF FRAMING PLAN S2.2 AG E N C Y S U B M I T T A L Structural Keynotes KN Description Detail 1 (E) STEEL PIPE COLUMN 2 (N) SIMPSON 'HU' HANGER 3 (N) AC UNIT( 414 LBS) ON (N) PLATFORM REPLACING (E) 455 LBS UNIT 4 (N) AC UNIT (380 LBS) ON (E) PLATFORM REPLACING (E) 455 LBS UNIT 5 (N) AC UNIT (467 LBS) ON (E) PLATFORM REPLACING (E) 490 LBS UNIT 6 (E) DUCT & ROOF PENETRATION TO REMAIN REV DESCRIPTION DATE 1/4" = 1'-0"1 ROOF FRAMING PLAN 1031 W 1st St - 101119950 & 4013927010/18/2024 A.6 A.6 A.8 A.8 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (E ) 2 x 4 A T 2 4 (N ) 4 x 1 0 (N ) 4 x 1 0 2 2 22 3 S3.13 S3.1 4 S3.1 (E) 6x14 DF-1 BEAM (N) 6x8 (E) 6x14 DF-1 BEAM (E) SIDE-DRAFT DUCT & (E) ROOF PEN OPENING 5 S3.1 8 S3.1 TYP B B B.2 B.2 (E) 6x14 DF-1 PURLIN (E) 6x14 DF-1 PURLIN (E ) 2 x 4 A T 2 4 2 22 2 (E ) 2 x 4 A T 2 4 3 S3.1 3 S3.1 (E) SIDE-DRAFT DUCT & (E) ROOF PEN OPENING 5 S3.1 4 S3.1 (N) 6x8 8 S3.1 TYP (N ) 4 x 1 0 (N ) 4 x 1 0 5' - 0 " M A X MA X 1' - 0 " (E) ROOF SHEATHING PER PLAN (E) 2x4 SUB-PURLINS AT 24" O/C ±5° 45.00° (E) 6x14 PURLIN L3x3x1/4 BRACE AT EA VERTICAL, 10'-0" O/C MAX HSS3x3x1/4 CONT TOP RAIL HSS3x3x1/4 VERTICAL AT 10'-0" O/C MAX L3x3x1/4 W/ (4)-SDS1/4x2.5" SCREWS TP BLOCK 4x BLOCK W/ (4)-SDS1/4x6" SCREWS TO BEAM BELOW (N) 4x BRACE BEAM PER PLAN (N) SIMSPON 'HU' HANGER 4x BLOCK W/ (4)-SDS1/4x6" SCREWS TO BEAM BELOW PE R A R C H ' L . NOTE: WATERPROOFING, FLASHING, METAL FINISH AND REMAINDER OF INFO PER ARCH'L. 3/16TYP 3/16TYP HSS3x3x1/4 BOTTOM RAIL 3/8"x3-1/2"x0'-9" PLATE W/ (4)- SDS1/4x4.5" SCREWS TO BLK 3/16 TYP3/16TYP 3/16 TYP STEEL SCREEN PER ARCH'L. W/ 10'-0" O/C MAX SPAN CAPACITY 3 1/2" 9" 1 1 / 2 " 1 1 / 2 " 1" 1 1/2" 1" SECTION 'A' A 5' - 0 " M A X MA X 1' - 0 " (E) ROOF SHEATHING PER PLAN (E) 2x4 SUB-PURLINS AT 24" O/C ±5° 45.00° (E) 6x14 PURLIN L3x3x1/4 BRACE AT EA VERTICAL, 10'-0" O/C MAX HSS3x3x1/4 CONT TOP RAIL HSS3x3x1/4 VERTICAL AT 10'-0" O/C MAX L3x3x1/4 W/ (4)-SDS1/4x2.5" SCREWS TP BLOCK 4x BLOCK W/ (4)-SDS1/4x6" SCREWS TO BEAM BELOW 4x BLOCK W/ (4)-SDS1/4x6" SCREWS TO BEAM BELOW PE R A R C H ' L . NOTE: WATERPROOFING, FLASHING, METAL FINISH AND REMAINDER OF INFO PER ARCH'L. 3/16TYP 3/16TYP HSS3x3x1/4 BOTTOM RAIL 3/8"x3-1/2"x0'-9" PLATE W/ (4)- SDS1/4x4.5" SCREWS TO BLK 3/16 TYP3/16TYP 3/16 TYP STEEL SCREEN PER ARCH'L. W/ 10'-0" O/C MAX SPAN CAPACITY 3 1 / 2 " 9" 1 1/2"1 1/2" 1" 1 1 / 2 " 1" SECTION 'A' A (N) ROOF BEAM PER PLAN W/ 'HU' HGR EA END 4x SLEEPER W/ INVERTED A35 EA. SIDE AT 12" O/C (RIPPED TO LEVEL) (E) 2x4 SUB-PURLINS AT 24" O/C B.N. (2)-L2x2x3/16x0'-6" CLIPS EA. SIDE OF UNIT W/ (2)-SIMPSON SDS1/4x3.5" SCREWS , TYP. STEEL HVAC UNIT RAIL BY MANUFAC HVAC UNIT W/ ATTACHMENT BY MANUFACTURER ROOF SHEATHING PER PLAN (N) 2x4 AT 24" O/C W/ 'LUS' HANGERS 6x8 PLATFORM BEAM SPANNING BETWEEN 4x8 UNIT SUPPORT BMS (RIP TO LEVEL) (2)-L2x2x3/16x0'-6" CLIPS EA. SIDE OF UNIT W/ (2)-SIMPSON SDS1/4x3.5" SCREWS , TYP. STEEL HVAC UNIT RAIL BY MANUFAC HVAC UNIT W/ ATTACHMENT BY MANUFACTURER ROOF SHEATHING PER PLAN (N) 2x JOISTS TO ADD ONTO (E) PLATFORM (E) 2x4 SUB-PURLINS AT 24" O/C (N) 3/4" THK PLYWOOD PLATFORM TOP 4x8 PLATFORM BEAM (RIP TO LEVEL) (2)-L2x2x3/16x0'-6" CLIPS EA. SIDE OF UNIT W/ (2)-SIMPSON SDS1/4x3.5" SCREWS , TYP. STEEL HVAC UNIT RAIL BY MANUFAC HVAC UNIT W/ ATTACHMENT BY MANUFACTURER ROOF SHEATHING PER PLAN (N) 2x JOISTS TO ADD ONTO (E) PLATFORM (E) 2x4 SUB-PURLINS AT 24" O/C (N) 3/4" THK PLYWOOD PLATFORM TOP (E) 2x4 SUB-PURLINS AT 24" O/C A35 AT 12" O/C (E) 6x PURLIN AT 8'-0" O/C (N) ROOF BEAM PER PLAN W/ 'HU' HGR EA END EXTEND 6x8 TO BEAR ON TOP OF (N) 4x ROOF BEAM BELOW, TYP EA END (E) 2x4 SUB-PURLINS AT 24" O/C (2)-L2x2x3/16x0'-6" CLIPS EA. SIDE OF UNIT W/ (2)-SIMPSON SDS1/4x3.5" SCREWS , TYP. STEEL HVAC UNIT RAIL BY MANUFAC HVAC UNIT W/ ATTACHMENT BY MANUFACTURER ROOF SHEATHING PER PLAN (N) 6x8 4 S3.1 Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2020C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com . PR I N T D A T E Pr o j e c t S t a t u s : CONSULTING STRUCTURAL ENGINEERS 3198-G AIRPORT LOOP DRIVE COSTA MESA, CA 92626 PHONE: (714) 556-5475 . CROSS ENGINEERING No. 3886 STRUCT URAL KIRK D .CROSS R EGISTEREDPROFESSIONALENGINEER STATEOF CALIFORNIA . As indicated 8/ 1 2 / 2 0 2 4 1 1 : 3 5 : 5 6 A M CE 24-101 02-02-2024 CE AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 7 W E S T F I R S T S T R E E T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N STRUCTURAL DETAILS S3.1 AG E N C Y S U B M I T T A L 1/2" = 1'-0"1 ENLARGED ROOF FRAMING PLAN 1/2" = 1'-0"2 ENLARGED ROOF FRAMING PLAN SCALE: 1" = 1'-0"6EQUIPMENT SCREEN SCALE: 1" = 1'-0"7EQUIPMENT SCREEN SCALE: 1" = 1'-0"3Mechanical UnitSCALE: 1" = 1'-0"4Mechanical Unit SCALE: 1" = 1'-0"5Mechanical UnitSCALE: 1" = 1'-0"8Mechanical Unit REV DESCRIPTION DATE AGENCY RESUBMITTAL 1 08-14-24 1031 W 1st St - 101119950 & 4013927010/18/2024 REV-0 T-1 SHEET #: CLIENT: DESIGNED BY: TITLE: SIGN / SEAL PROJECT ADDRESS: PROJECT NAME: ITZEN ARCHITECTS, INC. REVISION HISTORY REV. 0 04.24.2024 DRAWN BY ELHAM NIKBAKHT CHECKED BY BABAK KHATIBLOO DESCRIPTION INITIAL RELEASE WWW.PE-MECHANICAL.COM 1031 WEST FIRST STREET SANTA ANA, CA 92703 ASSISTANCE LEAGE OF SANTA ANA PP 1-8 1031 W 1st St - 101119950 & 4013927010/18/2024 T-2 SHEET #: CLIENT: DESIGNED BY: TITLE: SIGN / SEAL PROJECT ADDRESS: PROJECT NAME: ITZEN ARCHITECTS, INC. REVISION HISTORY REV. 0 04.24.2024 DRAWN BY ELHAM NIKBAKHT CHECKED BY BABAK KHATIBLOO DESCRIPTION INITIAL RELEASE WWW.PE-MECHANICAL.COM 1031 WEST FIRST STREET SANTA ANA, CA 92703 ASSISTANCE LEAGE OF SANTA ANA PP 9-16 REV-0 1031 W 1st St - 101119950 & 4013927010/18/2024 REV-0 T-3 MANDATORY MEASURES SHEET #: CLIENT: DESIGNED BY: TITLE: SIGN / SEAL PROJECT ADDRESS: PROJECT NAME: ITZEN ARCHITECTS, INC. REVISION HISTORY REV. 0 04.24.2024 DRAWN BY ELHAM NIKBAKHT CHECKED BY BABAK KHATIBLOO DESCRIPTION INITIAL RELEASE WWW.PE-MECHANICAL.COM 1031 WEST FIRST STREET SANTA ANA, CA 92703 ASSISTANCE LEAGE OF SANTA ANA 2022 Single-Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5: Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). § 110.6(b): Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * § 110.7: Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a):Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g):Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.8(j):Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * § 150.0(b):Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d):Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1: Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). § 150.0(g)2: Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q): Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e)Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1:Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * § 150.0(e)3:Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. * § 110.2(a):HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. * § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 110.2(c): Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. § 110.3(c)6: Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A:Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. § 150.0(h)3B: Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * § 150.0(j)2: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3: Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7:Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8: Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1:Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B:Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. § 150.0(o)1G:Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi. * § 150.0(o)1H&I:Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating. * § 110.4(b)1: Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating. § 110.4(b)2: Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5:Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p): Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump sizing, flow rate, piping, filters, and valves. * Lighting: § 110.9: Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable requirements of § 110.9. * § 150.0(k)1A:Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B:Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1C:Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E:Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)1F: Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). * 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(k)1G:Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. * § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A: Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B:Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. * § 150.0(k)2A:Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * § 150.0(k)2B: Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k). § 150.0(k)2C: Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2D: Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. § 150.0(k)2E: Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. § 150.0(k)2F: Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. § 150.0(k)4: Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: § 110.10(a)1: Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2:Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A: Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * § 110.10(b)3B: Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * § 110.10(b)4: Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d): Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2:Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 5/6/225/6/22 5/6/22 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(s)Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(t)Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(u)Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(v)Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” *Exceptions may apply. 1031 W 1st St - 101119950 & 4013927010/18/2024 1 1 2 2 A.3 A.3 A A C C 3 3 6 6 A.2 A.2 A.4 A.4 A.6 A.6 A.8 A.8 B B B.2 B.2 B.4 B.4 B.6 B.6 B.8 B.8 4 4 5 5 ECC ECC ECC ECC ECC ECCECC Job. No. Date Drawn/Checked by Scale FOR PLAN REVIEW ONLY This and all other project documents and all ideas, aesthetics and designs incorporated therein are instruments of service. All project documents are the registered property of ITZEN. (ITZEN) and cannot be lawfully used in whole or in part for any project or purpose except as described in the contractual agreement between ITZEN and Client. ITZEN hereby gives formal notice that any such project document use, reproduction or modification (misuse) is not only unlawful but automatically binds all parties involved with misuse to fully indemnify and defend ITZEN and ITZEN's Consultants to the maximum legal extent against all losses, demands, claims or liabilities arising directly or indirectly from project document misuse. Project documents describe design intent of work and are not a representation of as-built or existing conditions. ITZEN and ITZEN's Consultants make no representations concerning the accuracy of documents and are not responsible for any discrepancies between project documents and the existing conditions. Copyright 2021C mailing: 1800 N. Bristol Street #C-418 Santa Ana CA 92706 714-716-5042 sayhello@ITZEN.com www.ITZEN.com 1/8" = 1'-0" 23014 04-08-2024 WBI/AT AS S I S T A N C E L E A G U E O F S A N T A A N A 10 3 1 W F I R S T S T SA N T A A N A , C A 9 2 7 0 3 ME C H A N I C A L E Q U I P M E N T S C R E E N ROOF PLAN M-0 1/8" = 1'-0" ROOF PLAN 05 STAMP REV DESCRIPTION DATE 06-27-24INITIAL RELEASE0 RTU-1 RTU-1 RTU-1 RTU-1RTU-1RTU-1 RTU-2 RTU-3 08-23-24AGENCY SECOND SUBMITTAL 1 ECC 1031 W 1st St - 101119950 & 4013927010/18/2024 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · 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 Project Scope/Business Description 1. 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. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. 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 Plan (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? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; 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 & floor plan (full 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 commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a 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: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is 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. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located 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 above is true: Print Name Signature Phone Number ( ) Date / / 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 may accept this signed form 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 or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM 1031 W 1st St - 101119950 & 4013927010/18/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs 1031 W 1st St - 101119950 & 4013927010/18/2024 CROSS ENGINEERING Consulting Structural Engineers 3198-G Airport Loop Drive Costa Mesa, CA 92626 (714) 556-5475 August 12, 2024 Job No. 24-101 Structural Plan Check Review Response List - PC #1 (Plan Check No. 101119950) Assistance League of Santa Ana – Mechanical Screen and Unit support 1037 W. 1st Street Santa Ana, CA 92703 Item No. Response Our responses are in Blue: PLAN CHECK COMMENT LIST: See revised calculations attached. We have used the C&C wind value of 41.4 psf. See revised calculations attached. Also see revised detail notations on sheet S3.1. If you have any questions regarding this matter, please do not hesitate to call me at (714) 556- 5475. Sincerely, Kirk D. Cross Principal, SE 3886 Exp. 9-30-22 1031 W 1st St - 101119950 & 4013927010/18/2024 Mechanical Screen Design 5'-0" Mechanical Unit Screen Overall height H=5 ft h1=4.5 ft h2=1 ft x1=4 ft y1=4 ft vertical spacing s=10 ft Unit wind loading w=41.4 psf Fh=1281 lbs Fv=1281 lbs Fb=1812 lbs (See attached calc for support beam) 1031 W 1st St - 101119950 & 4013927010/18/2024 Wood Beam LIC# : KW-06017211, Build:20.24.06.04 CROSS ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:PC-3: Mech screen brace support beam (C&C Loading) CROSS ENGINEERING Consulting Structural Engineers 3198-G Airport Loop Drive Costa Mesa, CA 92626 (714)-556-5475 Project File: 24-101-AL-SA.ec6 Project Title:Assistance League of SA Engineer:KDC Project ID:24-101 Project Descr:Mechanical units+ Screen CODE REFERENCES Calculations per NDS 2018, IBC 2021, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch No.2 900.0 900.0 1,350.0 625.0 1,600.0 580.0 180.0 575.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 1.0 ft, (roof) Point Load : W = 1.281 k @ 4.0 ft, (Screen Brace) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.324: 1 Load Combination +D+0.60W Span # where maximum occurs Span # 1 Location of maximum on span 3.991 ft 27.02 psi= = 1,872.00 psi 4x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+0.60W = = = 288.00 psi== Section used for this span 4x8 Maximum Shear Stress Ratio 0.094 : 1 6.964 ft= = 606.82 psi Maximum Deflection 0 <360 1237 Ratio =0 <180 Max Downward Transient Deflection 0.111 in 813 Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.073 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : W Only n/a Span: 1 : +D+0.60W n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 7.542 ft 1 0.041 0.018 0.90 1.300 1.001.00 1.00 0.11 43.1 1,053.0 0.05 162.01.00 2.91.00 1.00+D+Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.068 0.030 1.25 1.300 1.001.00 1.00 0.25 98.8 1,462.5 0.11 225.01.00 6.71.00 1.00+D+0.750Lr 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.058 0.026 1.25 1.300 1.001.00 1.00 0.22 84.9 1,462.5 0.10 225.01.00 5.81.00 1.00+D+0.60W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.324 0.094 1.60 1.300 1.001.00 1.00 1.55 606.8 1,872.0 0.46 288.01.00 27.01.00 1.00+D+0.750Lr+0.450W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1031 W 1st St - 101119950 & 4013927010/18/2024 Wood Beam LIC# : KW-06017211, Build:20.24.06.04 CROSS ENGINEERING (c) ENERCALC INC 1983-2023 DESCRIPTION:PC-3: Mech screen brace support beam (C&C Loading) CROSS ENGINEERING Consulting Structural Engineers 3198-G Airport Loop Drive Costa Mesa, CA 92626 (714)-556-5475 Project File: 24-101-AL-SA.ec6 Project Title:Assistance League of SA Engineer:KDC Project ID:24-101 Project Descr:Mechanical units+ Screen Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu 1.00Length = 7.542 ft 1 0.271 0.083 1.60 1.300 1.001.00 1.00 1.30 507.5 1,872.0 0.40 288.01.00 23.81.00 1.00+D+0.450W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.249 0.073 1.60 1.300 1.001.00 1.00 1.19 465.9 1,872.0 0.36 288.01.00 21.01.00 1.00+0.60D+0.60W 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.315 0.090 1.60 1.300 1.001.00 1.00 1.51 589.6 1,872.0 0.44 288.01.00 25.91.00 1.00+0.60D 1.300 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 7.542 ft 1 0.014 0.006 1.60 1.300 1.001.00 1.00 0.07 25.9 1,872.0 0.03 288.01.00 1.81.00 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections W Only 1 0.1113 3.854 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.602 0.679 Max Upward from Load Combinations 0.419 0.466 Max Upward from Load Cases 0.602 0.679 D Only 0.058 0.058 +D+Lr 0.134 0.134 +D+0.750Lr 0.115 0.115 +D+0.60W 0.419 0.466 +D+0.750Lr+0.450W 0.386 0.421 +D+0.450W 0.329 0.364 +0.60D+0.60W 0.396 0.443 +0.60D 0.035 0.035 Lr Only 0.075 0.075 W Only 0.602 0.679 1031 W 1st St - 101119950 & 4013927010/18/2024     ! 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Y     [ \] .\\.\ Y ^ ^   [ \] .]\.! _`abcdefeegabehaijk`elj`hemnaiionaepqnersmqionaeteuevefecdepbewxyze{|epnq{e}jkecdy~z meeeeeefee€j`he_naiiona ee‚ƒ{„hƒe…e†‡be…e_`abcde…e‚}eewrˆ`ecdy~z|… …e_ane‰ecdyŠyŠebvae‹j`j{o{e_naiionaepqneŒ ŒejiezŽyddemipewdy ŽŽe _ƒ|e‘’`“”ohaie‚}• 1031 W 1st St - 101119950 & 4013927010/18/2024 Equipment Forces 2022 CBC Fp=((0.4ap SDS Ip)/Rp)*(1+2z/h)*W p Per ASCE7 Eq. 13.3-1 Fpmin=0.3SDSIpW p Per ASCE7 Eq. 13.3-3 Fpmax=1.6SDSIpW p Per ASCE7 Eq. 13.3-2 SDS=1.036 Fp min= 0.311 Wp IP=1.00 Fp max= 1.658 Wp Unit =AC-1 AC-2 AC-3 42 48 36 W p=514 lbs. 467 lbs. 380 lbs. z= 12.5 ft. 12.5 ft. 12.5 ft. h=12.5 ft. 12.5 ft. 12.5 ft. ap=2.5 2.5 2.5 Rp=6 6 6 Fp=0.518 Wp 0.518 Wp 0.518 Wp Fp WSD=0.370 Wp 0.370 Wp 0.370 Wp Fp WSD=190 lbs. 173 lbs. 141 lbs. h= 2.583 ft. 2.583 ft. 2.583 ft. d= 3.5 ft. 3.5 ft. 3.5 ft. M= 491 'lbs. 446 'lbs. 363 'lbs. T=C= 140 lbs. 128 lbs. 104 lbs. anchors per side= 2 2 2 Force per Anchor=70 lbs.64 lbs.52 lbs. Use: (2)-Simspon SDS1/4X3.5" screws each side of units (Fastening noted above to occur on all sides, TYP.) 1031 W 1st St - 101119950 & 4013927010/18/2024