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Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. ADAY T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 2 3 : 1 1 AM 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS CS COVER SHEET CO V E R S H E E T 2ND BLDG. DEPT. SUBMITTAL 03/03/2026 CALVARY CHAPEL 3800 S FAIRVIEW ST, SANTA ANA, CA INTERIOR RENOVATION SHEET ISSUE & REVISION # DATE DESCRIPTION 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL PROJECT SITE 405 FA I R V I E W S T SUNFLOWER AVE MACARTHUR BLVD True NorthCALVARY CHAPEL COSTA MESA 3800 S FAIRVIEW ST, SANTA ANA, CA 92704 STRUCTURAL ENGINEEROWNER GENERAL CONTRACTOR ARCHITECT VISIONEERING STUDIOS CONSTRUCTION, INC. 106 W. 4th. STREET, SUITE # 600 SANTA ANA, CA 92701 CONTACT: TIM BULLOCK TEL:949-838-7957 EMAIL:tbullock@visioneeringstudios.com CALVARY CHAPEL COSTA MESA 3800 S FAIRVIEW ST, SANTA ANA, CA 92704 CONTACT: JORDAN TAYLOR TEL:(206) 660-5527 EMAIL:jtaylor@cccm.com VISIONEERING STUDIOS ARCHITECTURE, INC. 106 W. 4th. STREET, SUITE # 600 SANTA ANA, CA 92701 CONTACT: TONY TORRES TEL: (714) 780-2873 EMAIL: ttorres@visioneeringstudios.com GRIMM CHEN ENGINEERING INC. 17500 REDHILL AVE. SUITE 240 IRVINE, CA 92614 CONTACT:JEFF CHEN TEL:(949) 284 -9056 EMAIL: JEFF CHEN: jeffc@gc-se.com ROOM NAME 101 WINDOW TAG BUILDING SECTION AND VIEW DIRECTION ROOM TAG A101 1 CALLOUT HEAD KEYNOTE WALL SECTION AND VIEW DIRECTION WALL TAG ELEVATION MARKER - SHEET NUMBER IN BOX AND DETAIL NUMBER IN TRIANGLE GRIDLINES FOR ARCHITECTURAL REFERENCE FIRE EXTINGUISHER (REFER TO SPECS.) PRIOR TO FIRE EXTINGUISHER INSTALLATION- CONFIRM LOCATIONS W/ ARCHITECT AND FIRE DEPARTMENT 1i REFERENCE TAG LEGEND 01 1 A1.0 A1.0 1 A1.0 A A1.0 A DOOR TAG101 1iW TRUE NORTH (BLACK LINE) PROJECT NORTH (WHITE ARROW) 123 F Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. ADAY T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 2 3 : 1 2 AM 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS GN 1.0 GENERAL NOTES, SHEET INDEX GE N E R A L N O T E S , S H E E T I N D E X GENERAL ARCHITECTURAL SHEET INDEXGENERAL NOTES ABBREVIATIONS SCOPE OF WORK VICINITY MAP SYMBOLS PROJECT DIRECTORY APPLICABLE CODES GENERAL NOTES 1 THESE DOCUMENTS, DRAWINGS, AND SPECIFICATIONS ARE TO BE CONSIDERED AS ONE DOCUMENT, AND SHALL BE REFERRED TO, IN WHOLE OR PART, AS "THE CONSTRUCTION DOCUMENTS". IF ANY DISCREPANCY IS ENCOUNTERED, THE ARCHITECT SHALL BE NOTIFIED , AND IN GENERAL THE MORE STRINGENT OR GREATER SCOPE SHALL APPLY. UNLESS OTHERWISE NOTED IN THESE DRAWINGS OR IN THE SPECIFICATIONS AS BEING NOT INCLUDED IN CONTRACT (N.I.C.) OR EXISTING, ALL ITEMS, MATERIALS, ETC. AND THE INSTALLATION OF SAME ARE PART OF CONTRACT DEFINED BY THESE DRAWINGS AND SPECIFICATIONS. 2 THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE, AND OTHER ORDINANCES, CODES AND REGULATIONS LISTED IN THE PROJECT MANUAL OR ON THE DRAWINGS, AND REQUIRED BY LOCAL BUILDING AUTHORITIES. THE GOVERNING CODES, RULES AND REGULATIONS ARE COLLECTIVELY REFRRED TO AS "THE CODE". THE CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS, OR OMISSIONS HE MAY DISCOVER TO THE ARCHITECT FOR INTERPRETATION PRIOR TO PERFORMING THE WORK. 3 THE CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT INCLUDING SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS NECESSARY AND REQUIRED BY GOVERNING CITY AGENCIES. 4 THE GENERAL CONTRACTOR IS RESPONSIBLE TO COORDINATE WORK OF ALL SUB-CONTRACTORS AND SHALL PERFORM SUCH MISCELLANEOUS WORK AS MAY BE NECESSARY FOR THEM TO COMPLETE THEIR WORK AND COMPLETE THE PROJECT. 5 THE GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON THE JOB SITE AND REPORT ANY AND ALL DISCREPANCIES AND/OR UNUSUAL CONDITIONS TO THE ARCHITECT PRIOR TO FINALIZING BIDS OR COMMENCEMENT OF ANY PORTION OF WORK IN QUESTION. 6 THE CLIENT, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT ALL TIMES DURING NORMAL WORKING HOURS, AND AT OTHER TIMES AS MAY BE ARRANGED BY MUTUAL AGREEMENT. 7 THE CONTRACTOR SHALL VERIFY AND CONFIRM ALL GOVERNING AUTHORITIES REQUIREMENTS FOR CONSTRUCTION, AND SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL APPLICABLE PERMITS AND PAYING OF FEES RELATED TO CONSTRUCTION. 8 THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS FOR INSPECTIONS AND/OR TESTS, UNLESS NOTED OTHERWISE. 9 DO NOT SCALE THESE DRAWINGS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. SHOULD ANY DIMENSIONAL DISCREPANCIES BE ENCOUNTERED, CLARIFICATIONS SHALL BE OBTAINED FROM THE ARCHITECT. 10 DRAWINGS (LARGE SCALE, DETAILS, ETC.) ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART OF THE CONTRACTED SCOPE OF WORK. IN THE CASE OF ANY SUCH MODIFICATIONS, THE CONTRACTOR SHALL NOTIFY AND CONSULT WITH THE ARCHITECT PRIOR TO PERFORMING ANY PORTION OF THE WORK IN QUESTION. 11 ALL DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTER LINE OF COLUMNS AND TO FACES OF MASONRY, FACE OF CONCRETE, OR FACE OF STUD WALL AND PARTITION'S UNLESS NOTED OTHERWISE. EXTERIOR WALLS ARE DIMENSIONED TO EDGE OF CONCRETE FOUNDATION (U.O.N.). 12 ANY DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLIES TO ALL UNITS IN LIKE SITUATIONS, UNLESS NOTED OTHERWISE. 13 ALL EXTERIOR OR INTERIOR WALL DIMENSIONS ARE TO FACE OF STUD OR MASONRY, UNLESS OTHERWISE NOTED. 14 IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEER(S) DRAWINGS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION, ANY WORK INSTALLED IN CONFLICT WITH THE DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 15 PROVIDE EXIT SIGNS AT ALL LEGAL EXITS AS REQUIRED BY THE APPLICABLE CODES. EXIT SIGNS, WHERE INDICATED ON THE DRAWINGS, SHALL BE ILLUMINATED AND READ "EXIT" IN 6 INCH HIGH LETTERS. EXIT SIGNS SHALL BE ON A SEPARATE CIRCUIT AND INDEPENDENTLY CONTROLLED. REFER TO ELECTRICAL DRAWINGS. 16 REQUIRED EXITS SHALL BE ILLUMINATED WITH A LIGHT INTENSITY OF ONE FOOT-CANDLE AT FLOOR LEVEL MINIMUM. PROVIDE SEPARATE SOURCES OF POWER (GENERATOR OR BATTERIES) FOR EXIT ILLUMINATION WHEN THE OCCUPANCY LOAD EXCEEDS 100. REFER TO THE ELECTRICAL DRAWINGS AND SPECIFICATIONS. 17 EVERY ASSEMBLY OCCUPANCY ROOM SHALL HAVE AN OCCUPANT LOAD SIGN POSTED OVER THE MAIN EXIT. POSTED SIGNS SHALL BE OF AN APPROVED LEGIBLE PERMANENT DESIGN, AND INTENTIONALLY ILLUMINATED EXIT SIGNS WITH A FACE LUMINANCE OF 5.0 FOOT- CANDLES SHALL BE POSTED AT ALL EXITS. 18 WHERE APPLICABLE AS SHOWN IN THE CONSTRUCTION DOCUMENTS AND DRAWINGS, SET DOOR JAMB 4" MIN. FROM THE NEAREST FACE OF WALL, U.N.O. THRESHOLDS SHALL HAVE A MAXIMUM HEIGHT OF ½" WITH A MAXIMUM VERTICAL CHANGE ¼" TYPICAL IN COMPLIANCE WITH APPLICABLE ACCESSIBILITY CODES. 19 BUILDING IDENTIFICATION AND/ OR ADDRESS NUMBERS SHALL BE PROVIDED ON THE FRONT OF THE BUILDING, SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE PROPERTY, AND SHALL VISIBLY CONTRAST WITH THEIR BACKGROUND, OR AS REQUIRED BY THE LOCAL JURISDICTION. 20 THE CONTRACTOR SHALL VERIFY LOCATION AND SIZE OF ALL FLOOR, ROOF, AND WALL OPENINGS WITH ALL APPLICABLE DRAWINGS. THE CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH ALL APPLICABLE DRAWINGS PRIOR TO POURING CONCRETE. 21 UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DOCUMENTS, KEEP DUCT, PIPING, CONDUITS, ETC. WITHIN WALLS OR AS CLOSE TO WALLS AND AS CONCEALED AS POSSIBLE, AND AS HIGH TO UNDERSIDE OF ROOF FRAMING AS POSSIBLE. EXPOSED WORK IN FINISHED AREAS WILL NOT BE ACCEPTED UNLESS OTHERWISE NOTED. 22 WHERE LARGER STUDS OR FURRING ARE REQUIRED TO COVER DUCTS, PIPING CONDUIT, ETC., THE LARGER STUD OR FURRING SHALL EXTEND THE FULL LENGTH OF THE SURFACE INVOLVED, UNLESS OTHERWISE NOTED. & AND @ AT A ANGLE A/C AIR CONDITIONER / CONDITIONING ABV ABOVE ACCS ACCESSORIES ACSDR ACCESS DOOR ACSFLR ACCESS FLOOR ACST / ACOUS ACOUSTICAL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADDL ADDITIONAL ADDM ADDENDUM ADJ ADJUSTABLE / ADJACENT ADMIN ADMINISTRATION AFC ABOVE FINISHED COUNTER AFF ABOVE FINISHED FLOOR AFG ABOVE FINISHED GRADE AFS ABOVE FINISHED SLAB AGGR AGGREGATE AHR ANCHOR AHU AIR HANDLING UNIT AL / ALUM ALUMINUM ALNMT ALIGNMENT ALT ALTERNATE ANOD ANODIZED AP ACCESS PANEL APC ACOUSTICAL PANEL CEILING APPROX APPROXIMATELY APPVD APPROVED ARCH ARCHITECT(URAL) ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING MATERIALS AUTO AUTOMATIC AVG AVERAGE BD BOARD BET BETWEEN BG BUMPER GUARD BITUM BITUMINOUS BL BLACK BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM BMS BALANCE MAGNETIC SWITCH BOS BOTTOM OF STEEL BOT BOTTOM BS BOTH SIDES CAB CABINET CAS CASEWORK CB CATCH BASIN CB COVE BASE CEM CEMENT CER CERAMIC CF CUBIC FOOT CG CORNER GUARD CH CEILING HEIGHT CHAM CHAMFER CHBD CHALKBOARD CI CAST IRON CI CONTRACTOR INSTALLED CIP CAST IN PLACE CJ CONTROL JOINT CL CENTER LINE CLG CEILING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN/CLEAR OUT COL COLUMN CONC CONCRETE 34 ALL EXTERIOR EXPOSED GALVANIZED METAL (TRIMS, RAILING. FRAMES, NUTS, BOLTS, FASTENERS, MOLDINGS, ETC.) SHALL BE PAINTED UNLESS OTHERWISE NOTED. REFER TO DRAWINGS AND SPECIFICATIONS IN THE CONSTRUCTION DOCUMENTS. 35 ALL WALL EXTERIOR OPENINGS, FLASHINGS, COPINGS AND EXPANSION JOINTS SHALL BE WEATHERPROOF. 36 FOR ANY TRENCHES OR EXCAVATIONS IN WHICH A PERSON IS REQUIRED TO DESCEND, THE CONTRACTOR SHALL OBTAIN ANY REQUIRED PERMITS. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AS NECESSARY TO PROTECT ADJACENT STRUCTURES, PROPERTIES, OR PUBLIC WAYS. MAINTAIN A MINIMUM OF 1" CLEARANCE BETWEEN PROPERTY LINES AND ANY NEW CONSTRUCTION SUCH AS WALLS, FOOTINGS, ETC. 37 REFER TO CIVIL DRAWINGS FOR RECORDED LOCATIONS OF EXISTING GAS, ELECTRIC, SEWER, TELEPHONE AND WATER LINES. CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES AND INCLUDE ALL NECESSARY FEES, METERS, AND CONNECTIONS IN HIS BID. 38 UNLESS OTHERWISE NOTED, ALL UTILITIES EXCLUSIVELY SERVING THE PROJECT SITE SHALL BE UNDERGROUND. 39 PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY, AN EXCAVATION PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT OR OTHER APPROPRIATE ORGANIZATION HAVING JURISDICTION WHERE REQUIRED. 40 PROVIDE AND MAINTAIN FOR THE DURATION OF CONSTRUCTION A SIX FOOT HIGH CHAIN LINK FENCE AROUND THE CONSTRUCTION AREA. FENCE SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION STAGES. GATED ENTRANCES SHALL BE PROVIDED ALONG THE PERIMETER OF THE SITE FOR CONSTRUCTION VEHICLES. 41 THE WORK SHALL CONSIST OF THE CONSTRUCTION WORK AS INDICATED IN THE CONSTRUCTION DOCUMENTS. CONSTRUCTION SHALL INCLUDE BUT NOT BE LIMITED TO BUILDING, PARKING AREAS, HARDSCAPE, LANDSCAPE, SITE WORK, AND SITE FURNISHINGS, AND MISCELLANEOUS APPURTENANCES AND IMPROVEMENTS. 42 DURING THIS WORK THE ADJACENT BUILDING(S) WILL REMAIN OPERATIONAL AND ACCESSIBLE TO THE PUBLIC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER IN MAINTAINING THE USE OF THE EXISTING FACILITIES, INCLUDING UTILITIES, PARKING, SITE FURNISHINGS, AND MISCELLANEOUS APPURTENANCES. 43 PROVIDE VENTILATION TO ALL ELECTRICAL AND TELEPHONE EQUIPMENT ROOMS. 44 THE BUILDING SHALL BE MECHANICALLY VENTILATED. VENTILATION RATE BASED ON CURRENT CODE. TOILET ROOMS SHALL BE PROVIDED WITH A MECHANICALLY OPERATED EXHAUST SYSTEM CAPABLE OF PROVIDING A COMPLETE EXHAUSTING PER CODE REQUIREMENTS. REFER TO MECHANICAL DRAWINGS. 45 PROVIDE PIPING INSULATION AND AIR HANDLING DUCT INSULATION IN ACCORDANCE WITH THE STANDARDS OF THE LOCAL ENERGY CODE. DUCTWORK SHALL BE CONSTRUCTED, ERECTED, AND TESTED IN ACCORDANCE WITH THE PROCEDURES DETAILED IN THE ASHRAE HANDBOOK OF FUNDAMENTALS OR APPLICABLE SMACNA STANDARDS. SEAL ALL DUCTS PER SMACNA DUCT CONSTRUCTION STANDARDS. 46 LOCATE ALL MANUALLY OPERATED SWITCHES BETWEEN 36" AND 48" ABOVE THE FLOOR TYPICAL. LOCATE CONVENIENCE OUTLETS 15" MINIMUM ABOVE THE FLOOR TYPICAL. REFER AND COMPLY TO ALL APPLICABLE CODES. 23 PROVIDE METAL TRIM OR CASING AT ALL EDGES OF PLASTER OR DRYWALL WHERE IT TERMINATES OR MEETS ANY OTHER MATERIAL, EXCEPT FLOORS. 24 PROVIDE ISOLATION OF ALL DISSIMILAR METALS (ALUMINUM, COPPER, STEEL, ETC.) FROM EACH OTHER. 25 SIZES OF MECHANICAL EQUIPMENT PADS, BASES, ROOF EQUIPMENT PADS, AND OPENINGS ARE A BASIS FOR DESIGN ONLY. CONTRACTOR SHALL VERIFY ALL DIMENSIONS OF ALL EQUIPMENT PADS AND BASES WITH EQUIPMENT MANUFACTURERS. MECHANICAL CONTRACTOR SHALL VERIFY ALL SIZES AND LOCATIONS OF DUCT OPENINGS ON ROOF. 26 PROVIDE A LEVEL LANDING (DEFINED AS A 2% MAXIMUM SLOPE IN ANY DIRECTION) EXTENDING 5 FEET MINIMUM IN FRONT OF ALL DOORS. ALL WALKING SURFACES SHALL BE SLIP-RESISTANT. REFER AND COMPLY TO ALL APPLICABLE CODES. 28 SPACE AND ARRANGE ALL FRAMING MEMBERS TO PERMIT INSTALLATION OF PIPES, CONDUIT AND DUCTWORK WITH A MINIMUM OF CUTTING. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL NECESSARY CUTTING, BLOCKING AND BRACING, SUPPORTING, AND REPAIRING. 29 WHERE MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS DUCTS, PIPING, ROOF DRAINS, ETC. ARE SHOWN IN THE MECHANICAL OR PLUMBING DRAWINGS TO PENETRATE, OR CONFLICT WITH ANY BUILDING FOOTINGS, SLABS, FLOORS, WALLS, PARTITIONS, CEILINGS, ETC., IT IS INTENDED THAT AN APPROPRIATELY SIZED OPENING BE FURNISHED. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND FURNISH THESE PENETRATIONS, UPON APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER, IN COORDINATION WITH THE MECHANICAL AND PLUMBING CONTRACTORS. ANY SUCH WORK, AND THE COST THEREOF, SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 30 CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED FOR ACCESS TO MECHANICAL DUCTS, PLUMBING AND ELECTRICAL WORK. 31 NO COMBUSTIBLE RUBBISH SHALL BE STORED IN THE BUILDING DURING CONSTRUCTION. IT SHALL BE REMOVED DAILY. 32 SPECIFICATIONS: FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE WRITING OF CONTRACTS AND SUBCONTRACTS, THE SPECIFICATIONS ARE SEPARATED INTO TITLED SECTIONS. SUCH SEPARATIONS SHALL NOT BE USED TO MAKE THE ARCHITECT AN ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS, NOR SHALL SUCH SEPARATIONS CONTROL THE DIVIDING OF WORK AMONG SUBCONTRACTORS OR ESTABLISH THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 33 ALL CONSTRUCTION OPERATIONS INCLUDING ENGINE WARM-UP SHALL BE SUBJECT TO PROVISIONS OF THE CITY NOISE ORDINANCE AND SHALL TAKE PLACE ONLY DURING THE HOURS SPECIFIED IN SAID ORDINANCE, MONDAY THROUGH FRIDAY OR OTHER HOURS THE BUILDING OFFICIAL DETERMINES. CONST CONSTRUCTION CONT CONTINUOUS CORR CORRIDOR CPR COPPER CPT CARPET(ED)(ING) CT CERAMIC TILE CTR COUNTER OR CENTER DBL DOUBLE DEFS DIRECT APPLIED EXTERIOR FINISH SYSTEM DEG DEGREE DEMO DEMOLISH DEP DEPRESSION DF DRINKING FOUNTAIN DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DISP DISPENSER DIV DIVISION DN DOWN DR DOOR DS DOWNSPOUT DTL DETAIL DWG(S) DRAWING(S) E EAST EA EACH EF EACH FREE EIFS EXTERIOR INSULATION FINISH SYSTEM EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR EMER EMERGENCY ENCL ENCLOSED / ENCLOSURE ENG ENGINEER EOD EDGE OF DECK EOS EDGE OF SLAB EQ EQUAL(LY) EQPT EQUIPMENT EST ESTIMATE EWC ELECTRIC WATER COOLER EXIST/EX EXISTING EXP EXPANSION EXT EXTERIOR FA FIRE ALARM FAST FASTEN(ER) FCO FLOOR CLEAN OUT FD FLOOR DRAIN FDN FOUNDATION FEC FIRE EXTINGUISHER CABINET FEC (R) FIRE EXTINGUISHER CABINET, RECESSED FEC (SR) FIRE EXTINGUISHER CABINET, SEMI-RECESSED FEW FIRE EXTINGUISHER, WALL MOUNTED FEX FIRE EXTINGUISHER FF FINISHED FLOOR FG FULL GLASS FGL FIBERGLASS FIG FIGURE FIN FINISH(ED) FIXT FIXTURE FL FLUSH FLASH FLASH(ING) FLR FLOOR FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUDS FOW FACE OF WALL FP FIREPROOF FPL FIREPLACE FR FRAME FRC FIBER REINFORCED CONCRETE FRGP FIBER REINFORCED GYPSUM PLASTER FRT FIRE RETARDANT TREATED FS FLOOR SINK FTG FOOTING FURR FURRING FUT FUTURE GA GAUGE GALV GALVANIZE(D) GB GRAB BAR GC GENERAL CONTRACTOR GL GLASS / GLAZING GND GROUND GR GRADE GRV GRAVEL GT GLASS TILE GYP GYPSUM GYP BD GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE HCP HANDICAPPED HD HEAVY DUTY HD HARD HDR HEADER HDWR HARDWARE HI HIGH HM HOLLOW METAL HMI HOLLOW METAL INSULATED HOR / HORIZ HORIZONTAL HP HIGH POINT HR HANDRAIL HR HOUR HT/H HEIGHT HVAC HEATING / VENTILATION / AIR CONDITIONING HW HARDWARE HYD HYDRANT IBC INTERNATIONAL BUILDING CODE ICC INTERNATIONAL CODE COUNCIL ID INSIDE DIAMETER IN INCH / INCHES INCL INCLUDE(D) / INCLUDING INFO INFORMATION INSUL INSULATE / INSULATION INT INTERIOR JAN JANITOR JT JOINT KIT KITCHEN L LENGTH LAB LABORATORY LAM LAMINATE(D) LAV LAVATORY LB(S) POUND(S) LF LINEAR FOOT (FEET) LH LEFT HAND LIB LIBRARY LKR LOCKER LNS LINOLEUM SHEET LNT LINOLEUM TILE LP LOW POINT LT LIGHT LVR LOUVER LVT LUXURY VINYL TILE LWT LIGHT WEIGHT MACH MACHINE MAINT MAINTENANCE MATL MATERIAL MAX MAXIMUM MC MEDICINE CABINET ME MECHANICAL EQUIPMENT MECH MECHANICAL MEZZ MEZZANINE MFR MANUFACTURE(R) MH MANHOLE MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MLD / MLDG MOULDING MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MUL MULLION N NORTH NA OR N/A NOT AVAILABLE / APPLICABLE NFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACT NO / # NUMBER NOM NOMINAL NTS NOT TO SCALE OA OVERALL OBS OBSCURE OC ON CENTER OD OUTSIDE DIAMETER OFCI OWNER FURNISHED CONTRACTOR INSTALLED OFF OFFICE OPG / OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD OV OVER OZ OUNCE P/PT PAINT PART PARTIAL PAT PATTERN PBD PARTICLE BOARD PC POILISHED CONCRETE PC / PCC PRECAST CONCRETE PED PEDESTAL PER PERIMETER PERF PERFORATED PERP PERPENDICULAR PF / PRE-FIN. PRE-FINISHED PIP POURED-IN-PLACE PL PROPERTY LINE PL PLATE PLAM/PL PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PMF PRESSED METAL FRAMES POP POINT OF PRESENCE PR PAIR PRCST PRE-CAST PREFAB PREFABRICATED PROP PROPERTY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PORCELAIN TILE PT POINT PTD PAPER TOWEL DISPENSER PTD/WR PAPER TOWEL DISPENSER &WASTE RECEPTACLE PTDF PRESSURE TREATED DOUGLAS FIR PTN PARTITION PTR PAPER TOWEL RECEPTACLE PVC POLYVINYL CHLORIDE Q QUARTZ QT QUARRY TILE QTY QUANTITY R RISER RAD RADIUS RB RUBBER BASE RCP REFLECTED CEILING PLAN RD ROOF DRAIN REF REFERENCE REFR/REF RIG REFRIGERATOR REG REGISTER REINF REINFORCE(D) REQ REQUIRED RESIL RESILIENT RET RETAINING REV REVISE / REVISION RFG ROOFING RFL REFLECTED RH RIGHT HAND RM ROOM RO ROUGH OPENING RS RESILIENT SHEET RST RUBBER STAIR TREADS RSTR RUBBER STAIR TREADS & RISERS RT RESILIENT TILE RUS RUBBER SHEET FLOORING RUT RUBBER TILE RWD REDWOOD RWL RAIN WATER LEADER S SOUTH SC SOLID CORE SC SEALED CONCRETE SCD SEAT COVER DISPENSER SCHED SCHEDULE SCN SCREEN SCR SCREEN SD SOAP DISPENSER / STORM DRAIN SECT SECTION SF STOREFRONT SGL SINGLE SHT SHEET SHTG SHEATHING SHWR SHOWER SIM SIMILAR SND SANITARY NAPKIN DISPENSER SNR SANITARY NAPKIN RECEPTACLE SOG SLAB ON GRADE SPC SPACE SPEC(S) SPECIFY / SPECIFICATION(S) SPK SPEAKER SQ SQUARE SQ FT/SF SQUARE FEET SQ IN SQUARE INCH(ES) SS STAINLESS STEEL SS SOLID SURFACE ST STONE STA STATION STC STAINED CONCRETE STD STANDARD STDS STUDS STIFF STIFFENER STL STEEL STN STAINED STOR STORAGE STRUCT / STRL STRUCTURE / STRUCTURAL SUSP SUSPENDED SW SWITCH SYM SYMMETRICAL SYN SYNTHETIC SYS SYSTEM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE TB TOWEL BAR TBD TO BE DETERMINED TC TOP OF CURB TEL TELEPHONE TEMP TEMPORARY / TEMPERATURE TER TERRAZZO THK THICK THRU THROUGH TOC TOP OF CONCRETE TOS TOP OF SLAB TOW TOP OF WALL TPD TOILET PAPER DISPENSER TPTN TOILET PARTITION TV TELEVISION TYP TYPICAL UC UNDERCUT UG UNDERGROUND UL UNDERWRITER'S LABORATORY UNF / UNFIN UNFINISHED UON UNLESS OTHERWISE NOTED UPS UNINTERRUPTIBLE POWER SUPPLY UR URINAL V VOLT VAC VACUUM VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VENT VENTILATE VERT VERTICAL VEST VESTIBULE VIF VERIFY IN FIELD VNR VENEER VOL VOLUME VST VINYL STAIR TREADS VSTR VINYL STAIR TREADS & RISERS VT VINYL TILE VTR VENT THRU ROOF VWC VINYL WALLCOVERING W WEST W WIDTH W/ WITH W/O WITHOUT W/P WATERPROOF(ING) WC WATER CLOSET WCV WALLCOVERING WD WOOD WF WIDE FLANGE WG WIRE GLASS WH WALL HOSE / HYDRANT WI WROUGHT IRON WIN WINDOW WK WORK WNSCT WAINSCOT WPT WORK POINT WR WATER RESISTANT WRR WOOD RISER WT WEIGHT YD YARD GRAND TOTAL SHEET COUNT : 14 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ENERGY CODE SHEET ISSUE & REVISION # DATE DESCRIPTION 1 01/15/2026 FIRE DEPT. REV'S. 2 03/03/2026 2ND BLDG. DEPT. SUB. CS COVER SHEET GN 1.0 GENERAL NOTES, SHEET INDEX GN 2.0 GENERAL NOTES GN 3.0 SPECIFICATIONS 4 A 2.6 DEMOLITION PLAN - FELLOWSHIP HALL A 2.13 PROPOSED FLOOR PLAN - FELLOWSHIP HALL A 4.3 DEMOLITION RCP - FELLOWSHIP HALL A 4.10 RCP - FELLOWSHIP HALL A 5.0 ROOF PLAN A 9.0 DOOR SCHEDULE 6 TENANT IMPROVEMENT PROJECT OF MINOR DEMOLITION, ADDITION OF NEW NON-BEARING WALL ; ADD NEW ELECTRICAL OUTLETS, IN-KIND REPLACEMENT OF EXISTING RTU ELECTRICAL E 1.0 ELECTRICAL FLOOR PLAN 1 PROJECT DATA TYPE OF CONSTRUCTION: V B OCCUPANCY TYPE: A-3 BLDG. AREA: 6,000 SF AUTOMATIC FIRE SPRINKLER: NO FIRE ALARM: YES NUMBER OF STORIES: 1 STRUCTURAL S1.0 PARTIAL ROOF FRAMING PLAN S2.0 STRUCTURAL DETAILS 2 2 2 MECHANICAL M 1.0 MECANICAL ROOF PLAN 1 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o n s a s i n s t r u me n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p e r t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t e n pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e ci f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i t e c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i t u t e P r i m a F ac i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . DESIGNER TEAM T. ADAY T. TORRES Sheet Name C:\ U s e r s \ j h u d g e n s \ R e v i t L o c a l \ S a n t a A n a , C A - C a l v a r y C h a p e l C o st a M e s a _ C l a s s r o o m A _ j h u d g e n s 7 H 3 H Y . r v t 7/ 1 8 / 2 0 2 5 2 : 4 6 : 1 4 PM 07/18/2025 25803 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS GN 2.0 GENERAL NOTES GE N E R A L N O T E S GENERAL REQUIREMENTS 1. ALL WORK SHALL CONFIRM TO THE LATEST APPROVED BUILDING CODES AND TO ALL OTHER APPLICABLE LAWS AND ORDINANCES. 2. THE GENERAL CONTRACTOR SHALL OBTAIN APPROVAL FROM THE DEPARTMENT OF PUBLIC WORKS FOR ALL SHORING OR CONSTRUCTION, WHICH SUPPORTS OR PROJECTS INTO THE PUBLIC WAY BEFORE THE WORK IS STARTED. 3. PROVIDE PEDESTRIAN PROTECTION AS REQUIRED BY 2022 CBC.2022 CBC. 4. REFER TO CIVIL DRAWINGS FOR RECORDED LOCATIONS OF EXISTING GAS, ELECTRIC, SEWER, TELEPHONE AND WATER LINES. CONTRACTOR IS RESPONSIBLE TO VERIFY LOCATION OF ALL SITE UTILITIES AND INCLUDE ALL NECESSARY FEES, METERS, AND CONNECTIONS IN HIS BID. 5. CONTRACTOR SHALL PROVIDE APPROVED TYPE AND NUMBER OF TEMPORARY SANITATION FACILITIES WHILE PROJECT IS UNDER CONSTRUCTION. 6. WELDING FOR REBAR TO BE INSPECTED BY DEPUTY WELDING INSPECTION PER 1997 UBC. 1997 UBC. 7. CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR ALL DIMENSIONS AND CONDITIONS ON THE JOB AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES IMMEDIATELY BEFORE COMMENCING ANY WORK. 8. DIMENSIONS ON DRAWINGS ARE SHOWN TO CENTER LINE OF COLUMNS AND TO FACES OF MASONRY, FACE OF CONCRETE, OR FACE OF STUD WALL AND PARTITION'S UNLESS NOTED OTHERWISE. 9. NOTED DIMENSIONS AT ALL TIME'S TAKE PRECEDENCE OVER SCALED DIMENSIONS. DO NOT SCALE DRAWINGS. 10. ANY DIMENSIONS, DETAILS, NOTES AND/OR SYMBOLS THAT APPLY TO ONE UNIT, APPLIES TO ALL UNITS IN LIKE SITUATIONS, UNLESS NOTED OTHERWISE. 11. SPACE AND ARRANGE ALL FRAMING MEMBERS TO PERMIT INSTALLATION OF PIPES, CONDUIT AND DUCTWORK WITH A MINIMUM OF CUTTING. OBTAIN ARCHITECT'S APPROVAL PRIOR TO ALL NECESSARY CUTTING, BLOCKING AND BRACING, SUPPORTING, AND REPAIRING. 12. CONCEAL ALL CONDUITS AND PIPING, VERIFY ALL EXPOSED WORK WITH ARCHITECT. 13. CONTRACTOR SHALL PROVIDE AND LOCATE ACCESS PANELS AS REQUIRED AFTER INSTALLATION OF MECHANICAL DUCTS, PLUMBING AND ELECTRICAL WORK. 14. NO COMBUSTIBLE RUBBISH SHALL BE STORED IN THE BUILDING DURING CONSTRUCTION. IT SHALL BE MOVED DAILY. 15. THE STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF STRUCTURAL, MECHANICAL AND ELECTRICAL WORK. ANY DISCREPANCY BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEER (S) DRAWINGS, SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION, ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER OR ARCHITECT. 16. WHERE MECHANICAL AND/OR PLUMBING ITEMS, SUCH AS DUCTS, PIPING, DOWNSPOUTS, ETC. ARE SHOWN IN THE MECHANICAL OR PLUMBING DRAWINGS TO PENETRATE, OR CONFLICT WITH ANY BUILDING FOOTINGS, SLABS, FLOORS, WALLS, PARTITIONS, CEILINGS, ETC., IT IS IMPLIED THAT AN APPROPRIATELY SIZED OPENING BE FURNISHED. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE AND FURNISH THESE PENETRATIONS, UPON APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER, IN COORDINATION WITH THE MECHANICAL AND PLUMBING CONTRACTS. ANY SUCH WORK, AND THE COST THEREOF, SHALL BE INCLUDED IN THE CONTRACT AMOUNT. 17. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO PROCEEDING IN ANY WORK SO INVOLVED. 18. SPECIFICATIONS: FOR CONVENIENCE OF REFERENCE AND TO FACILITATE THE LETTERING OF CONTRACTS AND SUBCONTRACTS, THE SPECIFICATIONS ARE SEPARATED INTO TITLED SECTIONS SUCH SEPARATIONS SHALL NOT OPERATE TO MAKE THE ARCHITECT AN ARBITER TO ESTABLISH LIMITS BETWEEN THE CONTRACTOR AND SUBCONTRACTORS, NOR SHALL SUCH SEPARATIONS CONTROL THE DIVIDING OF WORK AMONG SUBCONTRACTORS OR ESTABLISH THE EXTENT OF WORK TO BE PERFORMED BY ANY TRADE. 19. FULL SIZE OR LARGE SCALE DRAWINGS OR DETAILS SHALL GOVERN SMALL SCALE DRAWINGS WHICH THEY ARE INTENDED TO AMPLIFY. SPECIFICATIONS SHALL SUPERSEDE DRAWINGS. 20. ALL FIELD CHANGES SHALL BE SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO THE COMMENCE- MENT OF THE WORK. 21. ALL UTILITIES EXCLUSIVELY SERVING SITE SHALL BE UNDERGROUND. 22. ALL CONSTRUCTION OPERATIONS INCLUDING ENGINE WARM-UP SHALL BE SUBJECT TO PROVISIONS OF THE CITY NOISE ORDINANCE AND SHALL TAKE PLACE ONLY DURING THE HOURS OF 7:00 A.M. TO 6:00 P.M., MONDAY THROUGH FRIDAY OR OTHER HOURS THE BUILDING OFFICIAL DETERMINES ARE IN SUBSTANTIAL CONFORMANCE WITH THE NOISE ORDINANCE AND THE PUBLIC HEALTH AND SAFETY WILL NOT BE IMPAIRED SUBJECT TO AN APPLICATION BEING MADE AT THE TIME THE PERMIT FOR THE WORK IS AWARDED OR DURING PROGRESS OF THE WORK. 23. PRIOR TO ANY WORK IN THE PUBLIC RIGHT-OF-WAY, A NO FEE EXCAVATION PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT. 24. PROVIDE AND MAINTAIN FOR THE DURATION OF CONSTRUCTION A SIX FOOT HIGH CHAIN LINK FENCE AROUND THE CONSTRUCTION AREA. FENCE SHALL BE INSTALLED PRIOR TO BUILDING CONSTRUCTION STAGES. GATED ENTRANCES SHALL BE PROVIDED ALONG THE PERIMETER OF THE SITE FOR CONSTRUCTION VEHICLES. ADDRESS NOTED ON SHEET GN-1 25. THE WORK OF THIS CONTRACT COMPRISES THE GENERAL CONSTRUCTION OF THE PROJECT LOCATED AT ADDRESS NOTED ON SHEET GN-1 26. THE WORK SHALL CONSIST OF THE CONSTRUCTION WORK AS SHOWN ON THE DRAWINGS AND SPECIFIED HEREIN. CONSTRUCTION SHALL INCLUDE BUT NOT BE LIMITED TO BUILDING, PARKING AREAS, HARDSCAPE, LANDSCAPE, SITE WORK, AND SITE FURNISHINGS, AND MISCELLANEOUS APPURTENANCES AND IMPROVEMENTS. 27. DURING THIS WORK THE ADJACENT BUILDING WILL REMAIN OPERATIONAL AND ACCESSIBLE TO THE PUBLIC. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE OWNER IN MAINTAINING THE USE OF THE EXISTING FACILITIES, INCLUDING UTILITIES, PARKING, SITE FURNISHINGS, AND MISCELLANEOUS APPURTENANCES. ENTRANCES, DOORS AND DOORWAYSGENERAL REQUIREMENTS ARCHITECT'S STATEMENT SINCE IT IS IMPRACTICAL TO ADDRESS ALL CODE RELATED ISSUES IN THESE CONTRACT DOCUMENTS IN THEIR ENTIRETY, CODE-RELATED DESCRIPTIONS AND CITATIONS CONTAINED HEREIN ARE FOR CONVENIENCE ONLY. THE LITERAL TEXT OF THE CODE TAKES PRECEDENCE OVER ANY AND ALL OMISSIONS OR MIS-REPRESENTATIONS THAT MAY OCCUR IN THESE CONTRACT DOCUMENTS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO BUILD IN COMPLIANCE WITH ALL APPLICABLE CODES IN THEIR ENTIRETY. TO VIEW THE ENTIRE TEXT OF THE BUILDING CODES GO TO: TO VIEW THE ENTIRE TEXT OF THE BUILDING CODES GO TO: http://www.bsc.ca.gov/default.htmhttp://www.bsc.ca.gov/default.htm CODES ADOPTED BY AUTHORITY HAVING JURISDICTIONCODES ADOPTED BY AUTHORITY HAVING JURISDICTION 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 cALIFORNIA FIRE CODE SANITARY FACILITIES 11B-211 11B-211 DRINKING FOUNTAINS DRINKING FOUNTAINS 11B-211.111B-211.1 GENERAL. GENERAL. WHERE DRINKING FOUNTAINS ARE PROVIDED ON AN EXTERIOR SITE, ON A FLOOR, OR WITHIN A SECURED AREA THEY SHALL BE PROVIDED IN ACCORDANCE WITH 11B-211.11B-211. EXCEPTION: EXCEPTION: IN DETENTION OR CORRECTIONAL FACILITIES, DRINKING FOUNTAINS ONLY SERVING HOLDING OR HOUSING CELLS NOT REQUIRED TO COMPLY WITH 11B-11B-232232 SHALL NOT BE REQUIRED TO COMPLY WITH 11B-211.11B-211. 11B-211.211B-211.2 MINIMUM NUMBER. MINIMUM NUMBER. NO FEWER THAN TWO DRINKING FOUNTAINS SHALL BE PROVIDED. ONE DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.111B-602.1 THROUGH 11B-602.611B-602.6,, 11B-602.811B-602.8 AND11B-602.9 11B-602.9 AND ONE DRINKING FOUNTAIN SHALL COMPLY WITH 11B-602.711B-602.7 AND 11B-602.911B-602.9 EXCEPTION: EXCEPTION: WHERE A SINGLE DRINKING FOUNTAIN COMPLIES WITH 11B-602.111B-602.1 THROUGH 11B-602.911B-602.9, IT SHALL BE PERMITTED TO BE SUBSTITUTED FOR TWO SEPARATE DRINKING FOUNTAINS. 11B-211.311B-211.3 MORE THAN MINIMUM NUMBER. MORE THAN MINIMUM NUMBER. WHERE MORE THAN THE MINIMUM NUMBER OF DRINKING FOUNTAINS SPECIFIED IN SECTION 11B-211.211B-211.2 ARE PROVIDED, 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH 11B-602.111B-602.1 THROUGH 11B-602.611B-602.6, , 11B-602.811B-602.8 AND AND 11B-602.911B-602.9, AND 50 PERCENT OF THE TOTAL NUMBER OF DRINKING FOUNTAINS PROVIDED SHALL COMPLY WITH 11B-11B-602.7 AND 602.7 AND 11B-11B-602.9602.9 EXCEPTION: EXCEPTION: WHERE 50 PERCENT OF THE DRINKING FOUNTAINS YIELDS A FRACTION, 50 PERCENT SHALL BE PERMITTED TO BE ROUNDED UP OR DOWN PROVIDED THAT THE TOTAL NUMBER OF DRINKING FOUNTAINS COMPLYING WITH 11B-21111B-211 EQUALS 100 PERCENT OF DRINKING FOUNTAINS. 11B-11B-602 DRINKING FOUNTAINS602 DRINKING FOUNTAINS 11B-11B-602.4 SPOUT HEIGHT. 602.4 SPOUT HEIGHT. SPOUT OUTLETS SHALL BE 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-11B-602.5 SPOUT LOCATION. 602.5 SPOUT LOCATION. THE SPOUT SHALL BE LOCATED 15 INCHES MINIMUM FROM THE VERTICAL SUPPORT AND 5 INCHES MAXIMUM FROM THE FRONT EDGE OF THE UNIT, INCLUDING BUMPERS. 11B-11B-602.6 WATER FLOW. 602.6 WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT. THE ANGLE OF THE WATER STREAM SHALL BE MEASURED HORIZONTALLY RELATIVE TO THE FRONT FACE OF THE UNIT. WHERE SPOUTS ARE LOCATED LESSTHAN 3 INCHES OF FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES AND 5 INCHES MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 11B-11B-602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. 602.7 DRINKING FOUNTAINS FOR STANDING PERSONS. SPOUT OUTLETS OF DRINKING FOUNTAINS FOR STANDING PERSONS SHALL BE 38 INCHES MINIMUM AND 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-602.8 11B-602.8 DEPTH.DEPTH. WALL- AND POST-MOUNTED CANTILEVERED DRINKING FOUNTAINS SHALL BE 18 INCHES MINIMUM AND 19 INCHES A MAXIMUM IN DEPTH. 11B-602.9 11B-602.9 PEDESTRIAN PROTECTION. PEDESTRIAN PROTECTION. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS. THE PROTECTED AREA WHICH A DRINKING FOUNTAIN IS LOCATED SHALL BE 32 INCHES WIDTH MINIMUM AND 18 INCHES DEPTH MINIMUM AND SHALL COMPLY WITH SECTION 11B-305.711B-305.7 . WHEN USED, WING WALLS OR BARRIERS SHALL PROJECT HORIZONTALLY AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6 INCHES VERTICALLY FROM THE FLOOR OR GROUND SURFACE. DRINKING FOUNTAINS RAMPS / CURB RAMPS CBC 11B-405CBC 11B-405 RAMPS RAMPS GENERAL CURB RAMPS SHALL BE CONSTRUCTED AT EACH CORNER OF STREET INTERSECTIONS AND WHERE A PEDESTRIAN WAY CROSSES A CURB. THE PREFERRED AND RECOMMENDED LOCATION FOR CURB RAMPS IS IN THE CENTER OF THE CROSSWALK OF EACH STREET CORNER. WHERE IT IS NECESSARY TO LOCATE A CURB RAMP IN THE CENTER OF THE CURB RETURN AND THE STREET SURFACES ARE MARKED TO IDENTIFY PEDESTRIAN CROSSWALKS, THE LOWER END OF THE CURB RAMP SHALL TERMINATE WITHIN SUCH CROSSWALK AREAS. CBC 11B-405.2CBC 11B-405.2 SLOPE. RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. CBC 11B-4CBC 11B-405.35.3 CROSS SLOPE. CROSS SLOPE OF RAMP RUNS SHALL NOT BE STEEPER THAN 1:48. CBC 11B-405.4 CBC 11B-405.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF RAMP RUNS SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL OTHER THAN THE RUNNING SLOPE AND CROSS SLOPE ARE NOT PERMITTED ON RAMP RUNS. CBC 11B-405 CBC 11B-405 .5 .5 CLEAR WIDTH. THE CLEAR WIDTH OF A RAMP RUN SHALL BE 48 INCHES MINIMUM. CBC 11B-CBC 11B-405.6405.6 RISE. THE RISE FOR ANY RAMP RUN SHALL BE 30 INCHES MAXIMUM. CBC 11B-405.7CBC 11B-405.7 LANDING. LANDING. LANDINGS. RAMPS SHALL HAVE LANDINGS AT THE TOP AND THE BOTTOM OF EACH RAMP RUN. LANDINGS SHALL COMPLY WITH CBC11B-405.7. CBC 11B-405.7.1 SLOPE. LANDINGS SHALL COMPLY WITH 302. CHANGES IN LEVEL ARE NOT PERMITTED.EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. CBC 11B-405.7.2 WIDTH. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE LANDING. CBC 11B-405.7.2.1 TOP LANDING SHALL BE 60 INCHES WIDE MINIMUM. CBC 11B-405.7.3 LENGTH. THE LANDING CLEAR LENGTH SHALL BE 60 INCHES LONG MINIMUM. CBC 11B-405.7.3.1 BOTTOM LANDING SHALL EXTEND 72 INCHES MINIMUM IN THE DIRECTION OF RAMP RUN. CBC 11B-405.7.4 CHANGE IN DIRECTION. RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR LANDING 60 INCHES MINIMUM BY 72 INCHES MINIMUM IN THE DIRECTION OF DOWNWARD TRAVEL FROM UPPER RAMP RUN. CBC 11B-406 CBC 11B-406 CURB RAMPS, BLENDED TRANSITIONS AND ISLANDSCURB RAMPS, BLENDED TRANSITIONS AND ISLANDS 11B-406.1 GENERAL. CURB RAMPS, BLENDED TRANSITIONS AND ILANDS ON ACCESSIBLE ROUTES ON ACCESSIBLE ROUTES SHALL COMPLY WITH SECTION 11B-406. CURB RAMPS MAY BE PERPENDICULAR, PARALLEL, OR A COMBINATION OF PERPENDICULAR AND PARALLEL AND SHALL COPLY WITH SECTIONS 11B-406.2, 11B-406.3, 11B-406.4, 11B-406.5 AND 11B-406. 11B-406.2.1 SLOPE. RAMP RUN SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12. 11B-406.2.2 SIDES OF CURB RAMPS. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT BE STEEPER THAN 1:10. 11B-406.3.2 TURNING SPACE. A TURNING SPACE 48 INCHES MINIMUM BY 48 INCHES MINIMUM SHALL BE PROVIDED AT THE BOTTOM OF THE CURB RAMP. THE SLOPE OF THE TURNING SPACE SHALL IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUN. 11B-406.4.1 SLOPE. BLENDED TRANSITIONS SHALL HAVE A RUNNING SLOPE NOT STEEPER THEN 1:20. 11B-406.5.2 WIDTH. THE CLEAR WIDTH OF CURB RAMP RUNS (EXCLUDING ANYY FLARED SIDES), BLEND TRANSITIONS AND TURNING SPACES SHALL BE 48 INCHES MINIMUM. 11B-406.5.3 LANDING. LANDINGS SHALL BE PROVIDED AT THE TOPS OF CURB RAMPS AND BLENDED TRANSITIONS. . THE LANDING CLEAR LENGTH SHALL BE 48 INCHES MINIMUM. THE LANDING CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED SIDES, OR THE BLENDED TRANSITION LANDING TO THE LEADING. THE SLOPE OF THE LANDING IN ALL DIRECTIONS SHALL BE 1:48 MAXIMUM. CBC 11BCBC 11B-406.5.10406.5.10 DIAGONAL CURB RAMPS. DIAGONAL OR CORNER TYPE CURB RAMPS WITH RETURNED CURBS OR OTHER WELL- DEFINED EDGES SHALL HAVE THE EDGES PARALLEL TO THE DIRECTION OF PEDESTRIAN FLOW. DIAGONAL CURB RAMPS WITH FLARED SIDES SHALL HAVE A SEGMENT OF CURB 24 INCHES LONG MINIMUM LOCATED ON EACH SIDE OF THE CURB RAMP AND WITHIN THE MARKED CROSSING. CBC 11B-406.5.12CBC 11B-406.5.12 DETECTABLE WARNINGS. DETECTABLE WARNINGS. A CURB RAMP AND BLENDED TRANSITIONS SHALL HAVE A DETECTABLE WARNING COMPLYING WITH 705. CBC 11B-206.4 CBC 11B-206.4 ENTRANCES. / ENTRANCES. / CBC 11B-404 CBC 11B-404 DOORS, DOORWAYS, AND GATES.DOORS, DOORWAYS, AND GATES. 11B-206.4 11B-206.4 ENTRANCES. ENTRANCES. ENTRANCES SHALL BE PROVIDED IN ACCORDANCE WITH 11B-206.4. ENTRANCE DOORS, DOORWAYS, AND GATES SHALL COMPLY WITH 11B-404 AND SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH 11B-402. 11B-30211B-302 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH SECTION 11B-302 11B-206.4.111B-206.4.1 ENTRANCES AND EXTERIOR GROUND-FLOOR EXITS. ALL ENTRANCES AND EXTERIOR GROUND-FLOOR EXIT TO BUILDINGS AND FACILITIES SHALL COMPLY WITH SECTION 11B-404 11B-404.211B-404.2 MANUAL DOORS, DOOWAYS, AND MANUAL GATES MANUAL DOORS, DOOWAYS, AND MANUAL GATES MANUAL DOORS, DOOWAYS, AND MANUAL GATES INTENDED FOR USER PASSAGE SHALL COMPLY WITH SECTION 11B-404.2 11B-404.2.111B-404.2.1 REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, GATES, AND TURNSTILES. REVOLVING DOORS, REVOLVING GATES, AND TURNSTILES SHALL NOT BE PART OF AN ACCESSIBLE ROUTE. 11B-404.2.211B-404.2.2 DOUBLE-LEAF DOORS AND GATES. DOUBLE-LEAF DOORS AND GATES. AT LEAST ONE OF THE ACTIVE LEAVES OF DOORWAYS WITH TWO LEAVES SHALL COM- PLY WITH SECTIONS 11B-404.2.3 AND 11B-404.2.4. 11B-404.2.3 11B-404.2.3 CLEAR WIDTH. CLEAR WIDTH. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES MINIMUM. CLEAR OPENING OF DOORWAY WITH SWINGING DOOR SHALL BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES DEPTH SHALL PROVIDE A CLEAR OPENING OF 36 INCHES MINIMUM. THERE SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTHLOWER THAN 34 INCHES ABOVE THE FINISH FLOOR OR GROUND. PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES AND 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES. EXCEPTIONS:EXCEPTIONS: 1. 1. IN ALTERATIONS, A PROJECTION OF 5/8 INCH MAXIMUM INTO THE REQUIRED CLEAR WIDTH SHALL BE PERMITTED FOR THE LATCH SIDE STOP. 2. 2. DOOR CLOSERS AND DOOR STOPS SHALL BE PERMITTED TO BE 78 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-404.2.4. 11B-404.2.4. MANEUVERING CLEARANCES, MANEUVERING CLEARANCES, MINIMUM MANEUVERING CLEARANCE AT DOORS AND GATES SHALL COMPLY WITH SECTION 11B-404.2.4. MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. 11B-404.2.4.1 11B-404.2.4.1 SWINGING DOORS AND GATESSWINGING DOORS AND GATES . SWINGING DOORS AND GATES SHALL BE MANEUVERING CLEARANCES COMPLAYING WITH TABLE 11B-404.2.4.1 11B-404.2.4.2 11B-404.2.4.2 DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS.DOORWAYS WITHOUT DOORS OR GATES, SLIDING DOORS, AND FOLDING DOORS. DOORWAYS LESS THAN 36 INCHES WIDE WITHOUT DOORS OR GATES, SLIDING DOORS, OR FOLDING DOORS SHALL BE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.2. 11B-404.2.4.311B-404.2.4.3 RECESSED DOORS AND GATES. RECESSED DOORS AND GATES. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES OF THE LATCH SIDE AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES BEYOND THE FACE OF THE DOOR, MEASURED PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. 11B-404.2.4.411B-404.2.4.4 FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING CLEARANCES SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTIONS: EXCEPTIONS: 1. 1. SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 2. 2. CHANGES IN LEVEL AT THRESHOLDS COMPLYING WITH 11B-404.2.5 SHALL BE PERMITTED. 11B-404.2.511B-404.2.5 THRESHOLDS. THRESHOLDS. THRESHOLDS, IF PROVIDED AT DOOR-WAYS, SHALL BE 1/2 INCH HIGH MAXIMUM. RAISED THRESHOLDS AND CHANGES IN LEVEL AT DOORWAYS SHALL COMPLY WITH SECTIONS 11B-302 AND 11B-303. 11B-404.2.611B-404.2.6 DOORS IN SERIES AND GATES IN SERIES. DOORS IN SERIES AND GATES IN SERIES. THE DIS- TANCE BETWEEN TWO HINGED OR PIVOTED DOORS IN SERIES AND GATES IN SERIES SHALL BE 48 INCHES MINIMUM PLUS THE WIDTH OF DOORS OR GATES SWINGING INTO THE SPACE. 11B-404.2.711B-404.2.7 DOOR AND GATE HARDWARE. DOOR AND GATE HARDWARE. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH SECTION 11B-309.4. OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. EXCEPTIONS:EXCEPTIONS: 1.EXISTING LOCKS SHALL BE PERMITTED IN ANY LOCATION AT EXISTING GLAZED DOORS WITHOUT STILES, EXISTING OVERHEAD ROLLING DOORS OR GRILLES, AND SIMILAR EXISTING DOORS OR GRILLES THAT ARE DESIGNED WITH LOCKS THAT ARE ACTIVATED ONLY AT THE TOP OR BOTTOM RAIL. 2.ACCESS GATES IN BARRIER WALLS AND FENCES PROTECT- ING POOLS, SPAS, AND HOT TUBS SHALL BE PERMITTED TO HAVE OPERABLE PARTS OF THE RELEASE OF LATCH ON SELF- LATCHING DEVICES AT 54 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND PROVIDED THE SELF-LATCHING DEVICES ARE NOT ALSO SELF-LOCKING DEVICES AND OPERATED BY MEANS OF A KEY, ELEC- TRONIC OPENER, OR INTEGRAL COMBINATION LOCK 11B-404.2.811B-404.2.8 CLOSING SPEED. CLOSING SPEED. DOOR AND GATE CLOSING SPEED SHALL COMPLY WITH SECTION 11B-404.2.8. 11B-404.2.8.111B-404.2.8.1 DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. 11B-404.2.8.211B-404.2.8.2 SPRING HINGES. SPRING HINGES. DOOR AND GATE SPRING HINGES SHALL BE ADJUSTED SO THAT FROM THE OPEN POSITION OF 70 DEGREES, THE DOOR OR GATE SHALL MOVE TO THE CLOSED POSITION IN 1.5 SECONDS MINIMUM. 11B-404.2.9 11B-404.2.9 DOOR AND GATE OPENING FORCE.DOOR AND GATE OPENING FORCE. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: 1.INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM. 2.SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM. 3.REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N). 4.EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. 11B-404.2.1011B-404.2.10 DOOR AND GATE SURFACES. DOOR AND GATE SURFACES. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. EXCEPTIONS:EXCEPTIONS: 1.SLIDING DOORS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.10 2.TEMPERED GLASS DOORS WITHOUT STILES AND HAVING A BOTTOM RAIL OR SHOE WITH THE TOP LEADING EDGE TAPERED AT 60 DEGREES MINIMUM FROM THE HORIZON- TAL SHALL NOT BE REQUIRED TO MEET THE 10 INCH BOTTOM SMOOTH SURFACE HEIGHT REQUIREMENT 3.DOORS AND GATES THAT DO NOT EXTEND TO WITHIN 10 INCHES OF THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B- 404.2.10. 11B-404.2.1111B-404.2.11 VISION LIGHTS. VISION LIGHTS. DOORS, GATES, AND SIDE LIGHTS ADJACENT TO DOORS OR GATES, CONTAINING ONE OR MORE GLAZING PANELS THAT PERMIT VIEWING THROUGH THE PANELS SHALL HAVE THE BOTTOM OF AT LEAST ONE GLAZED PANEL LOCATED 43 INCHES MAXIMUM ABOVE THE FINISH FLOOR. EXCEPTION: EXCEPTION: GLAZING PANELS WITH THE LOWEST PART MORE THAN 66 INCHES FROM THE FINISH FLOOR OR GROUND SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-404.2.11. 11B-404.311B-404.3 AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. AUTOMATIC AND POWER-ASSISTED DOORS AND GATES. AUTOMATIC DOORS AND AUTOMATIC GATES SHALL COMPLY WITH SECTION 11B-404.3. FULL-POWERED AUTOMATIC DOORS SHALL COMPLY WITH ANSI/BHMA A156.10. LOW-ENERGY AND POWER-ASSISTED DOORS SHALL COMPLY WITH ANSI/BHMA A156.19. 11B-404.3.111B-404.3.1 CLEAR WIDTH CLEAR WIDTH . DOORWAYS SHALL PROVIDE A CLEAR OPENING OF 32 INCHES MINIMUM IN POWER-ON AND POWER-OFF MODE. THE MINIMUM CLEAR WIDTH FOR AUTOMATIC DOOR SYSTEMS IN A DOORWAY SHALL PROVIDE A CLEAR, UNOB-STRUCTED OPENING 11B-30511B-305 CLEAR FLOOR OR GROUND SPACE CLEAR FLOOR OR GROUND SPACE 11B-305.111B-305.1 GENERAL. GENERAL. CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-305. 11B-305.211B-305.2 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 11B-305.311B-305.3 SIZE. SIZE. THE CLEAR FLOOR OR GROUND SPACE SHALL BE 30 INCHES MINIMUM BY 48 INCHES MINIMUM. 11B-305.411B-305.4 KNEE AND TOE CLEARANCE. KNEE AND TOE CLEARANCE. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306. 11B-305.511B-305.5 POSITION. POSITION. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE POSITIONED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT. 11B-305.611B-305.6 APPROACH. APPROACH. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. CLEAR FLOOR OR GROUND SPACE MAY OVERLAP AN ACCESSIBLE ROUTE, UNLESS SPECIFICALLY PROHIBITED ELSEWHERE IN THIS CHAPTER. 11B-305.711B-305.7 MANEUVERING CLEARANCE. MANEUVERING CLEARANCE. WHERE A CLEAR FLOOR OR GROUND SPACE IS LOCATED IN AN ALCOVE OR OTHERWISE CONFINED ON ALL OR PART OF THREE SIDES, ADDITIONAL MANEUVERING CLEARANCE SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 11B-305.7.1 AND 11B-305.7.2. 11B-305.7.111B-305.7.1 FORWARD APPROACH. FORWARD APPROACH. ALCOVES SHALL BE 36 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 24 INCHES. 11B-305.7.211B-305.7.2 PARALLEL APPROACH. PARALLEL APPROACH. ALCOVES SHALL BE 60 INCHES WIDE MINIMUM WHERE THE DEPTH EXCEEDS 15 INCHES. 11B-308.211B-308.2 FORWARD REACH. FORWARD REACH. 11B-308.2.111B-308.2.1 UNOBSTRUCTED. UNOBSTRUCTED. WHERE A FORWARD REACH IS UNOBSTRUCTED, THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW FORWARD REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-308.2.211B-308.2.2 OBSTRUCTED HIGH REACH. OBSTRUCTED HIGH REACH. WHERE A HIGH FORWARD REACH IS OVER AN OBSTRUCTION, THE CLEAR FLOOR SPACE SHALL EXTEND BENEATH THE ELEMENT FOR A DISTANCE NOT LESS THAN THE REQUIRED REACH DEPTH OVER THE OBSTRUCTION. THE HIGH FORWARD REACH SHALL BE 48 INCHES MAXIMUM WHERE THE REACH DEPTH IS 20 INCHES MAXIMUM. WHERE THE REACH DEPTH EXCEEDS 20 INCHES, THE HIGH FORWARD REACH SHALL BE 44 INCHES MAXIMUM AND THE REACH DEPTH SHALL BE 25 INCHES MAXIMUM. 11B-308.311B-308.3 SIDE REACH. SIDE REACH. 11B-308.3.111B-308.3.1 UNOBSTRUCTED. UNOBSTRUCTED. WHERE A CLEAR FLOOR OR GROUND SPACE ALLOWS A PARALLEL APPROACH TO AN ELEMENT AND THE SIDE REACH IS UNOBSTRUCTED, THE HIGH SIDE REACH SHALL BE 48 INCHES MAXIMUM AND THE LOW SIDE REACH SHALL BE 15 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTIONS:EXCEPTIONS: 1.AN OBSTRUCTION SHALL BE PERMITTED BETWEEN THE CLEAR FLOOR OR GROUND SPACE AND THE ELEMENT WHERE THE DEPTH OF THE OBSTRUCTION IS 10 INCHES MAXIMUM. 2.OPERABLE PARTS OF FUEL DISPENSERS SHALL BE PERMITTED TO BE 54 INCHES MAXIMUM MEASURED FROM THE SURFACE OF THE VEHICULAR WAY WHERE FUEL DISPENSERS ARE INSTALLED ON EXISTING CURBS. CLEAR FLR OR GROUND SPACE FOR WHEELCHAIRS 11B-50211B-502 PARKING SPACES. PARKING SPACES. 11B-502.111B-502.1 GENERAL. GENERAL. CAR AND VAN PARKING SPACES SHALL COMPLY WITH SECTION 11B-502. WHERE PARKING SPACES ARE MARKED WITH LINES, WIDTH MEASUREMENTS OF PARKING SPACES AND ACCESS AISLES SHALL BE MADE FROM THE CENTERLINE OF THE MARKINGS. EXCEPTION: EXCEPTION: WHERE PARKING SPACES OR ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLE, MEASUREMENTS SHALL BE PERMITTED TO INCLUDE THE FULL WIDTH OF THE LINE DEFINING THE PARKING SPACE OR ACCESS AISLE. CBC TABLE NO.11B-208.2 CBC TABLE NO.11B-208.2 ESTABLISHES THE NUMBER OF ACCESSIBLE PARKING SPACES REQUIRED. 11B-502.211B-502.2 VEHICLE SPACES. VEHICLE SPACES. CAR AND VAN PARKING SPACES SHALL BE 216 INCHES LONG MINIMUM. CAR PARKING SPACES SHALL BE 108 INCHES WIDE MINIMUM AND VAN PARKING SPACES SHALL BE 144 INCHES WIDE MINIMUM, SHALL BE MARKED TO DEFINE THE WIDTH, AND SHALL HAVE AN ADJACENT ACCESS AISLE COMPLYING WITH SECTION 11B-502.3. EXCEPTION: EXCEPTION: VAN PARKING SPACES SHALL BE PERMITTED TO BE 108 INCHES WIDE MINIMUM WHERE THE ACCESS AISLE IS 96 INCHES WIDE MINIMUM. 11B-502.311B-502.3 ACCESS AISLE. ACCESS AISLE. ACCESS AISLES SERVING PARKING SPACES SHALL COMPLY WITH SECTION 11B-502.3. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE. TWO PARKING SPACES SHALL BE PERMITTED TO SHARE A COMMON ACCESS AISLE. 11B-502.3.111B-502.3.1 WIDTH. WIDTH. ACCESS AISLES SERVING CAR AND VAN PARKING SPACES SHALL BE 60 INCHES WIDE MINIMUM. 11B-502.3.211B-502.3.2 LENGTH. LENGTH. ACCESS AISLES SHALL EXTEND THE FULL REQUIRED LENGTH OF THE PARKING SPACES THEY SERVE. 11B-502.3.311B-502.3.3 MARKING. MARKING. ACCESS AISLES SHALL BE MARKED WITH A BLUE PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BLUE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE, PREFERABLY BLUE OR WHITE. THE WORDS "NO PARKING" SHALL BE PAINTED ON THE SURFACE WITHIN EACH ACCESS AISLE IN WHITE LETTERS A MINIMUM OF 12 INCHES IN HEIGHT AND LOCATED TO BE VISIBLE FROM THE ADJACENT VEHICULAR WAY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. 11B-502.3.411B-502.3.4 LOCATION. LOCATION. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING SPACE EXCEPT FOR VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE PASSENGER SIDE OF THE PARKING SPACES. 11B-502.411B-502.4 FLOOR OR GROUND SURFACES. FLOOR OR GROUND SURFACES. PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY WITH SECTION 11B-302. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED. EXCEPTION: EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED. 11B-502.511B-502.5 VERTICAL CLEARANCE VERTICAL CLEARANCE . PARKING SPACES, ACCESS AISLES AND VEHICULAR ROUTES SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF 98 INCHES MINIMUM. 11B-502.611B-502.6 IDENTIFICATION. IDENTIFICATION. PARKING SPACE IDENTIFICATION SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF ACCESSIBILITY COMPLYING WITH SECTION 11B-703.7.2.1 IN WHITE ON A BLUE BACKGROUND. SIGNS IDENTIFYING VAN PARKING SPACES SHALL CONTAIN ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN WITH THE DESIGNATION “VAN ACCESSIBLE ”. SIGNS SHALL BE 60 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. EXCEPTION:EXCEPTION: SIGNS LOCATED WITHIN A CIRCULATION PATH SHALL BE A MINIMUM OF 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SURFACE MEASURED TO THE BOTTOM OF THE SIGN. 11B-502.6.111B-502.6.1 FINISH AND SIZE. FINISH AND SIZE. PARKING IDENTIFICATION SIGNS SHALL BE REFLECTORIZED WITH A MINIMUM AREA OF 70 SQUARE INCHES (45,161 MM2). 11B-502.6.211B-502.6.2 MINIMUM FINE. MINIMUM FINE. ADDITIONAL LANGUAGE OR AN ADDITIONAL SIGN BELOW THE INTERNATIONAL SYMBOL OF ACCESSI- BILITY SHALL STATE “MINIMUM FINE $250 ”. 11B-502.6.311B-502.6.3 LOCATION. LOCATION. A PARKING SPACE IDENTIFICATION SIGN SHALL BE VISIBLE FROM EACH PARKING SPACE. SIGNS SHALL BE PERMANENTLY POSTED EITHER IMMEDIATELY ADJACENT TO THE PARKING SPACE OR WITHIN THE PROJECTED PARKING SPACE WIDTH AT THE HEAD END OF THE PARKING SPACE. SIGNS MAY ALSO BE PERMANENTLY POSTED ON A WALL AT THE INTERIOR END OF THE PARKING SPACE. 11B-502.6.411B-502.6.4 MARKING. MARKING. EACH ACCESSIBLE CAR AND VAN SPACE SHALL HAVE SURFACE IDENTIFICATION COMPLYING WITH EITHER SECTION 11B-502.6.4.1 OR 11B-502.6.4.2. 11B-502.711B-502.7 RELATIONSHIP TO ACCESSIBLE ROUTES. RELATIONSHIP TO ACCESSIBLE ROUTES. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT CARS AND VANS, WHEN PARKED, CANNOT OBSTRUCT THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. 11B-502.7.111B-502.7.1 ARRANGEMENT. ARRANGEMENT. PARKING SPACES AND ACCESS AISLES SHALL BE DESIGNED SO THAT PERSONS USING THEM ARE NOT REQUIRED TO TRAVEL BEHIND PARKING SPACES OTHER THAN TO PASS BEHIND THE PARKING SPACE IN WHICH THEY PARKED. 11B-502.7.211B-502.7.2 WHEEL STOPS. WHEEL STOPS. A CURB OR WHEEL STOP SHALL BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF ADJACENT ACCESSIBLE ROUTES. 11B-502.811B-502.8 ADDITIONAL SIGNS. ADDITIONAL SIGNS. AN ADDITIONAL SIGN SHALL BE POSTED EITHER; 1) IN A CONSPICUOUS PLACE AT EACH ENTRANCE TO AN OFF-STREET PARKING FACILITY OR 2) IMMEDIATELY ADJACENT TO ON-SITE ACCESSIBLE PARKING AND VISIBLE FROM EACH PARKING SPACE AND SHALL COMPLY WITH SECTIONS 11B-502.8.1 AND 11B-502.8.2.. 11B-50311B-503 PASSENGER DROP-OFF AND LOADING ZONES PASSENGER DROP-OFF AND LOADING ZONES 11B-503.211B-503.2 VEHICLE PULL-UP SPACE. VEHICLE PULL-UP SPACE. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE A VEHICULAR PULL-UP SPACE 96 INCHES WIDE MINIMUM AND 20 FEET LONG MINIMUM. 11B-503.311B-503.3 ACCESS AISLE. ACCESS AISLE. PASSENGER DROP-OFF AND LOADING ZONES SHALL PROVIDE ACCESS AISLES COMPLYING WITH SECTION 11B-503 ADJACENT AND PARALLEL TO THE VEHICLE PULL-UP SPACE. ACCESS AISLES SHALL ADJOIN AN ACCESSIBLE ROUTE AND SHALL NOT OVERLAP THE VEHICULAR WAY. 11B-503.3.111B-503.3.1 WIDTH. WIDTH. ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60 INCHES WIDE MINIMUM. 11B-503.3.211B-503.3.2 LENGTH. LENGTH. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP SPACES THEY SERVE. 11B-503.3.311B-503.3.3 MARKING. MARKING. ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND THEIR PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH HATCHED LINES A MAXIMUM OF 36 INCHES ON CENTER IN A COLOR CONTRASTING WITH THAT OF THE AISLE SURFACE. REFER TO FIGURE 11B-502.2, 11B-502.3, 11B-502.3.3 , AND 11B-503.3 PARKING, SITE DEVELOPMENT & GRADING 11B-30211B-302 FLOOR OR GROUND SURFACES FLOOR OR GROUND SURFACES 11B-302.111B-302.1 GENERAL. GENERAL. FLOOR AND GROUND SURFACES SHALL BE STABLE, FIRM, AND SLIP RESISTANT AND SHALL COMPLY WITH SECTION 11B-302. EXCEPTIONS:EXCEPTIONS: 1.WITHIN ANIMAL CONTAINMENT AREAS, FLOOR AND GROUNDSURFACES SHALL NOT BE REQUIRED TO BE STABLE, FIRM, AND SLIP RESISTANT. 2.AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-302. 11B-30311B-303 CHANGES IN LEVEL CHANGES IN LEVEL 11B-303.111B-303.1 GENERAL. GENERAL. WHERE CHANGES IN LEVEL ARE PERMITTED IN FLOOR OR GROUND SURFACES, THEY SHALL COMPLY WITH SECTION 11B- 303. EXCEPTIONS:EXCEPTIONS: 1.ANIMAL CONTAINMENT AREAS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-303. 2.AREAS OF SPORT ACTIVITY SHALL NOT BE REQUIRED TO COM- PLY WITH SECTION 11B-303. 11B-303.211B-303.2 VERTICAL. VERTICAL. CHANGES IN LEVEL OF 1/4 INCH HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT. 11B-303.311B-303.3 BEVELED. BEVELED. CHANGES IN LEVEL BETWEEN ¼ INCH HIGH MINIMUM AND ½ INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. FLOORS AND LEVELS ELECTRICAL 11B-308.1.111B-308.1.1 ELECTRICAL SWITCHES. ELECTRICAL SWITCHES. CONTROLS AND SWITCHES INTENDED TO BE USED BY THE OCCUPANT OF A ROOM OR AREA TO CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. 11B-308.1.211B-308.1.2 ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEPTACLE OUTLETS. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM RECEPTACLES SHALL COMPLY WITH SECTION 11B-308 EXCEPT THE LOW REACH SHALL BE MEASURED TO THE BOTTOM OF THE OUTLET BOX AND THE HIGH REACH SHALL BE MEASURED TO THE TOP OF THE OUTLET BOX. ALARMS CBC [F] 907.5.2.3CBC [F] 907.5.2.3 VISIBLE ALARMS. VISIBLE ALARMS. VISIBLE ALARM NOTIFICA- TION APPLIANCES SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS 907.5.2.3.1 THROUGH 907.5.2.3.4. CBC F] 907.5.2.3.1CBC F] 907.5.2.3.1 PUBLIC USE AREAS AND COMMON USE AREAS. PUBLIC USE AREAS AND COMMON USE AREAS. VISIBLE ALARM NOTIFICATION APPLIANCES SHALL BE PROVIDED IN PUBLIC USE AREAS AND COMMON USE AREAS. ELECTRICAL 11B-20411B-204 PROTRUDING OBJECTS PROTRUDING OBJECTS 11B-204.111B-204.1 GENERAL. GENERAL. PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL COMPLY WITH SECTION 11B-307. EXCEPTIONS:EXCEPTIONS: 1.WITHIN AREAS OF SPORT ACTIVITY, PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-307. 2.WITHIN PLAY AREAS, PROTRUDING OBJECTS ON CIRCULATION PATHS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-307 PROVIDED THAT GROUND LEVEL ACCESSIBLE ROUTES PROVIDE VERTICAL CLEARANCE IN COMPLIANCE WITH SECTION 11B-1008.2. 11B-307.211B-307.2 PROTRUSION LIMITS. PROTRUSION LIMITS. OBJECTS WITH LEADING EDGES MORE THAN 27 INCHES AND NOT MORE THAN 80 INCHES ABOVE THE FINISH FLOOR OR GROUND SHALL PROTRUDE 4 INCHES MAXIMUM HORIZONTALLY INTO THE CIRCULATION PATH. EXCEPTION: EXCEPTION: HANDRAILS SHALL BE PERMITTED TO PROTRUDE 4½ INCHES MAXIMUM. 11B-307.311B-307.3 POST-MOUNTED OBJECTS. POST-MOUNTED OBJECTS. FREE-STANDING OBJECTS MOUNTED ON POSTS OR PYLONS SHALL OVERHANG CIRCULATION PATHS 12 INCHES MAXIMUM WHEN LOCATED 27 INCHES MINIMUM AND 80 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE A SIGN OR OTHER OBSTRUCTION IS MOUNTED BETWEEN POSTS OR PYLONS AND THE CLEAR DISTANCE BETWEEN THE POSTS OR PYLONS IS GREATER THAN 12 INCHES, THE LOWEST EDGE OF SUCH SIGN OR OBSTRUCTION SHALL BE 27 INCHES MAXIMUM OR 80 INCHES MINIMUM ABOVE THE FINISH FLOOR OR GROUND. EXCEPTION: EXCEPTION: THE SLOPING PORTIONS OF HANDRAILS SERVING STAIRS AND RAMPS SHALL NOT BE REQUIRED TO COMPLY WITH SECTION 11B-307.3. 11B-307.3.111B-307.3.1 EDGES AND CORNERS. EDGES AND CORNERS. WHERE SIGNS OR OTHER OBJECTS ARE MOUNTED ON POSTS OR PYLONS, AND THEIR BOTTOM EDGES ARE LESS THAN 80 INCHES ABOVE THE FLOOR OR GROUND SURFACE, THE EDGES OF SUCH SIGNS AND OBJECTS SHALL BE ROUNDED OR EASED AND THE CORNERS SHALL HAVE A MINIMUM RADIUS OF 1/8 INCH PROTRUDING OBJECTS CBC 11B-217CBC 11B-217 TELEPHONES TELEPHONES 11B-217.211B-217.2 WHEELCHAIR ACCESSIBLE TELEPHONES. WHEELCHAIR ACCESSIBLE TELEPHONES. WHERE PUBLIC TELEPHONES ARE PROVIDED, WHEELCHAIR ACCESSIBLE TELEPHONES COMPLYING WITH 11B-704.2 SHALL BE PROVIDED IN ACCORDANCE WITH TABLE 11B-217.2. EXCEPTION: EXCEPTION: DRIVE-UP ONLY PUBLIC TELEPHONES SHALL NOT BE REQUIRED TO COMPLY WITH 11B-217.2. CBC 11B-704CBC 11B-704 TELEPHONES TELEPHONES 11B-704.211B-704.2 WHEELCHAIR ACCESSIBLE TELEPHONES. WHEELCHAIR ACCESSIBLE TELEPHONES. WHEELCHAIR ACCESSIBLE TELEPHONES SHALL COMPLY WITH 11B-704.2. 11B-704.2.111B-704.2.1 CLEAR FLOOR OR GROUND SPACE. CLEAR FLOOR OR GROUND SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-305 SHALL BE PROVIDED. THE CLEAR FLOOR OR GROUND SPACE SHALL NOT BE OBSTRUCTED BY BASES, ENCLOSURES, OR SEATS. 11B-704.2.1.111B-704.2.1.1 PARALLEL APPROACH. PARALLEL APPROACH. WHERE A PARALLEL APPROACH IS PROVIDED, THE DISTANCE FROM THE EDGE OF THE TELEPHONE ENCLOSURE TO THE FACE OF THE TELEPHONE UNIT SHALL BE 10 INCHES MAXIMUM. 11B-704.2.1.211B-704.2.1.2 FORWARD APPROACH. FORWARD APPROACH. WHERE A FORWARD APPROACH IS PROVIDED AT A TELEPHONE WITHIN AN ENCLOSURE, THE COUNTER MAY EXTEND BEYOND THE FACE OF THE TELEPHONE 20 INCHES INTO THE REQUIRED CLEAR FLOOR OR GROUND SPACE AND THE ENCLOSURE MAY EXTEND BEYOND THE FACE OF THE TELEPHONE 24 INCHES. IF AN ADDITIONAL 6 INCHES IN WIDTH OF CLEAR FLOOR SPACE IS PROVIDED, CREATING A CLEAR FLOOR SPACE OF 36 INCHES BY 48 INCHES, THE ENCLOSURE MAY EXTEND MORE THAN 24 INCHES BEYOND THE FACE OF THE TELEPHONE. PUBLIC TELEPHONES CBC 11B-213.2CBC 11B-213.2 TOILET AND BATHING FACILITIESTOILET AND BATHING FACILITIES 1. WHERE TOILET ROOMS ARE PROVIDED, EACH TOILET ROOM SHALL COMPLY WITH 11B-60311B-603. WHERE BATHING ROOMS ARE PROVIDED, EACH BATHING ROOM SHALL COMPLY WITH 11B-603. 11B-603. EXCEPTIONS: IN ALTERATIONS WHERE IT IS TECHNICALLY INFEASIBLE TO COMPLY WITH 11B-60311B-603, ALTERING EXISTING TOILET OR BATHING ROOMS SHALL NOT BE REQUIRED WHERE A SINGLE UNISEX TOILET ROOM OR BATHING ROOM COMPLYING WITH 11B-213.2.111B-213.2.1 IS PROVIDED AND LOCATED IN THE SAME AREA AND ON THE SAME FLOOR AS EXISTING INACCESSIBLE TOILET OR BATHING ROOMS. 2. WATER CLOSETS AND TOILET COMPARTMENTS SHALL COMPLY WITH 11B-604.211B-604.2 THROUGH 11B-604.8.11B-604.8. EXCEPTION: WATER CLOSETS AND TOILET COMPARTMENTS FOR CHILDREN'S USE SHALL BE PERMITTED TO COMPLY WITH 11B-604.911B-604.9 SEE FIGURE NO. 11B-604.2, 11B-604.3.1, 11B-604.3.2, 11B-604.5.1, 11B-604.5.2FIGURE NO. 11B-604.2, 11B-604.3.1, 11B-604.3.2, 11B-604.5.1, 11B-604.5.2 3. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 11B-40411B-404 EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION (END UNDERLINE). CBC 11B.213.2CBC 11B.213.2 TOILET FACILITIES FOR DESIGNATED USER GROUPS.TOILET FACILITIES FOR DESIGNATED USER GROUPS. WHERE SEPARATE TOILET FACILITIES ARE PROVIDED FOR THE EXCLUSIVE USE OF SEPARATE USER GROUPS, THE TOILET FACILITIES SERVING EACH USER GROUP SHALL COMPLY WITH 11B-21311B-213 CBC 11B.206.5CBC 11B.206.5 DOORS, DOORWAYS, AND GATES PROVIDING USER PASSAGE SHALL BE PROVIDED IN ACCORDANCE WITH 11B-206.511B-206.5 CBC11B-206.5.1 CBC11B-206.5.1 ENTRANCES. EACH ENTRANCE TO A BUILDING OR FACILITY REQUIRED TO COMPLY WITH 11B-11B-206.4 206.4 SHALL HAVE AT LEAST ONE DOOR, DOORWAY, OR GATE COMPLYING WITH 11B-404. CBC11B-404.2.4.1 CBC11B-404.2.4.1 SWINGING DOORS AND GATES.SWINGING DOORS AND GATES. SWINGING DOORS AND GATES SHALL HAVE MANEUVERING CLEARANCES COMPLYING WITH TABLE 11B-404.2.4.111B-404.2.4.1 CBC 11B-703 SIGNSCBC 11B-703 SIGNS DOORWAYS LEADING TO MEN'S SANITARY FACILITIES (11B-703.7.2.6.111B-703.7.2.6.1) SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE 1/4 INCH THICK WITH EDGES 12 INCHES LONG AND A VERTEX POINTING UPWARD. WOMEN'S SANITARY FACILITIES (11B-703.7.2.6.211B-703.7.2.6.2) SHALL BE IDENTIFIED BY A CIRCLE, 1/4 INCH THICK AND 12 INCHES IN DIAMETER. UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK, 12 INCHES IN DIAMETER WITH A 1/4 INCH THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCHES DIAMETER. THESE GEOMETRIC SYMBOLS SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60 INCHES AND SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. UNISEX SANITARY FACILITIES (11B-703.7.2.6.311B-703.7.2.6.3) SHALL BE IDENTIFIED BY A CIRCLE, ¼ INCH THICK AND 12 INCHES IN DIAMETER WITH A ¼ INCH THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12-INCH DIAMETER. THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE SYMBOL, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. THE CIRCLE SYMBOL SHALL CONTRAST WITH THE DOOR, EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT BACKGROUND. CBC 11B-603CBC 11B-603 TOILET AND BATHING ROOMS TOILET AND BATHING ROOMS 11B-603.2.111B-603.2.1 TURNING SPACE. TURNING SPACE COMPLYING WITH 11B-11B-304304 SHALL BE PROVIDED WITHIN THE ROOM. 11B-11B-603.2.3 603.2.3 DOOR SWING. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE OR CLEARANCE REQUIRED FOR ANY FIXTURE. OTHER THAN THE DOOR TO THE ACCESSIBLE WATER CLOSET COMPARTMENT, A DOOR, IN ANY POSITION, MAY ENCROACH INTO THE TURNING SPACE BY 12 INCHES 11B-11B-304.3.1 304.3.1 CIRCULAR SPACE. THE TURNING SPACE SHALL BE A SPACE OF 60 INCHES DIAMETER MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 CLEAR SPACE AT FIXTURE. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A MINIMUM 28 INCH-WIDE CLEAR SPACE FROM A FIXTURE OR A MINIMUM 32 INCH-WIDE CLEAR SPACE FROM A WALL AT ONE SIDE OF THE WATER CLOSET. THE OTHER SIDE OF THE WATER CLOSET SHALL PROVIDE 17 INCHES MINIMUM18 INCHES MAXIMUM FROM THE CENTERLINE OF THE WATER CLOSET TO THE WALL. A MINIMUM 48 INCH-LONG CLEAR SPACE SHALL BE PROVIDED IN FRONT OF THE WATER CLOSET IF THE COMPARTMENT HAS AN END-OPENING DOOR (FACING THE WATER CLOSET). A MINIMUM 60 INCH-LONG CLEAR SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE DOOR LOCATED AT THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3 INCHES INTO THE CLEAR SPACE. 11B-604.8.1.2 11B-604.8.1.2 COMPARTMENT DOORS. COMPARTMENT DOORS. TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH 11B-404 EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 48 INCHES MINIMUM MEASURED PERPENDICULAR TO THE COMPARTMENT DOOR IN ITS CLOSED POSITION. DOORS SHALL BE LOCATED IN THE FRONT PARTITION OR IN THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE FRONT PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION FARTHEST FROM THE WATER CLOSET. WHERE LOCATED IN THE SIDE WALL OR PARTITION, THE DOOR OPENING SHALL BE 4 INCHES MAXIMUM FROM THE FRONT PARTITION. THE DOOR SHALL BE SELF-CLOSING. THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING OR OTHER HARDWARE. DOORS SHALL NOT SWING INTO THE CLEAR FLOOR SPACE REQUIRED FOR ANY FIXTURE. DOORS MAY SWING INTO THAT PORTION OF MANEUVERING SPACE WHICH DOES NOT OVERLAP THE FIXTURE ’S REQUIRED CLEAR FLOOR CBC 11B-604 WATER CLOSETS AND TOILET COMPARTMENTSCBC 11B-604 WATER CLOSETS AND TOILET COMPARTMENTS THE WATER CLOSET SHALL BE POSITIONED WITH A WALL OR PARTITION TO THE REAR AND TO ONE SIDE. THE CENTERLINE OF THE WATER CLOSET SHALL BE 16 INCHES MINIMUM TO 18 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION, EXCEPT THAT THE WATER CLOSET SHALL BE 17 INCHES MINIMUM AND 19 INCHES MAXIMUM FROM THE SIDE WALL OR PARTITION IN THE AMBULATORY ACCESSIBLE TOILET COMPARTMENT SPECIFIED IN 11B-11B-604.8.2.604.8.2. WATER CLOSETS SHALL BE ARRANGED FOR A LEFT-HAND OR RIGHT-HAND APPROACH. CBC 11B-609 GRAB BARSCBC 11B-609 GRAB BARS CBC 11B-609.2 CROSS SECTION. CBC 11B-609.2 CROSS SECTION. GRAB BARS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN OUTSIDE DIAMETER OF 1 1/4 INCHES MINIMUM AND 2 INCHES MAXIMUM. CBC 11B-609.4 CBC 11B-609.4 POSITION OF GRAB BARS. GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION, 33 INCHES MINIMUM AND 36 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE, EXCEPT THAT AT WATER CLOSETS FOR CHILDREN'S USE COMPLYING WITH 11B-11B-604.9604.9 , GRAB BARS SHALL BE INSTALLED IN A HORIZONTAL POSITION 18 INCHES MINIMUM AND 27 INCHES MAXIMUM ABOVE THE FINISH FLOOR MEASURED TO THE TOP OF THE GRIPPING SURFACE. THE HEIGHT OF THE LOWER GRAB BAR ON THE BACK WALL OF A BATHTUB SHALL COMPLY WITH 11B-607.4.1.111B-607.4.1.1 OR 11B-607.4.2.1.11B-607.4.2.1. CBC 11B-609.5CBC 11B-609.5 SURFACE HAZARDS. GRAB BARS AND ANY WALL OR OTHER SURFACES ADJACENT TO GRAB BARS SHALL BE FREE OF SHARP OR ABRASIVE ELEMENTS AND SHALL HAVE ROUNDED EDGES. CBC 11B-609.8 STRUCTURAL STRENGHCBC 11B-609.8 STRUCTURAL STRENGH ALLOWABLE STRESSES SHALL NOT BE EXCEEDED FOR MATERIALS USED WHEN A VERTICAL OR HORIZONTAL FORCE OF 250 POUNDS (1112 N) IS APPLIED AT ANY POINT ON THE GRAB BAR, FASTENER, MOUNTING DEVICE, OR SUPPORTING STRUCTURE. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 11B-11B-603.3 MIRRORS.603.3 MIRRORS. MIRRORS LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 40 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. MIRRORS NOT LOCATED ABOVE LAVATORIES OR COUNTERTOPS SHALL BE INSTALLED WITH THE BOTTOM EDGE OF THE REFLECTING SURFACE 35 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-604.711B-604.7 DISPENSERS. DISPENSERS. TOILET PAPER DISPENSERS SHALL COMPLY WITH 11B-309.411B-309.4 AND SHALL BE 7 INCHES MINIMUM AND 9 INCHES MAXIMUM IN FRONT OF THE WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER. THE OUTLET OF THE DISPENSER SHALL BE BELOW THE GRAB BAR, 19 INCHES MINIMUM ABOVE THE FINISH FLOOR AND SHALL NOT BE LOCATED BEHIND GRAB BARS. DISPENSERS SHALL NOT BE OF A TYPE THAT CONTROLS DELIVERY OR THAT DOES NOT ALLOW CONTINUOUS PAPER FLOW. 11B-309.4 11B-309.4 OPERATION. OPERATION. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2N) MAXIMUM. 11B-604.611B-604.6 FLUSH CONTROLS. FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH 11B-30911B-309 EXCEPT THEY SHALL BE LOCATED 44 INCHES MAXIMUM ABOVE THE FLOOR. FLUSH CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE COMPARTMENTS COMPLYING WITH 11B-604.8.2.11B-604.8.2. 11B-11B-605.2 URINALS HEIGHT AND DEPTH.605.2 URINALS HEIGHT AND DEPTH.URINALS SHALL BE THE STALL-TYPE OR THE WALL-HUNG TYPE WITH THE RIM 17 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. URINALS SHALL BE 13 1/2 INCHES DEEP MINIMUM MEASURED FROM THE OUTER FACE OF THE URINAL RIM TO THE BACK OF THE FIXTURE. 11B-11B-605.3 CLEAR FLOOR SPACE. 605.3 CLEAR FLOOR SPACE. A CLEAR FLOOR OR GROUND SPACE COMPLYING WITH 11B-11B-305305 POSITIONED FOR FORWARD APPROACH SHALL BE PROVIDED CBC 11B-606 CBC 11B-606 LAVATORIES AND SINKSLAVATORIES AND SINKS 11B-606.111B-606.1 GENERAL. LAVATORIES AND SINKS SHALL COMPLY WITH 11B-60611B-606. 11B-606.211B-606.2 CLEAR FLOOR SPACE. CLEAR FLOOR SPACE. A CLEAR FLOOR SPACE COMPLYING WITH 11B-30511B-305, POSITIONED FOR A FORWARD APPROACH, AND KNEE AND TOE CLEARANCE COMPLYING WITH 11B-30611B-306 SHALL BE PROVIDED. 11B-606.3 11B-606.3 HEIGHT. LAVATORIES AND SINKS SHALL BE INSTALLED WITH THE FRONT OF THE HIGHER OF THE RIM OR COUNTER SURFACE 34 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. 11B-606.411B-606.4 FAUCETS. CONTROLS FOR FAUCETS SHALL COMPLY WITH 11B-309.11B-309. HAND-OPERATED METERING FAUCETS SHALL REMAIN OPEN FOR 10 SECONDS MINIMUM. 11B-606.5 11B-606.5 EXPOSED PIPES AND SURFACES.EXPOSED PIPES AND SURFACES. WATER SUPPLY AND DRAIN PIPES UNDER LAVATORIES AND SINKS SHALL BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES AND SINKS. 11B-606.611B-606.6 ADJACENT SIDE WALL OR PARTITION. ADJACENT SIDE WALL OR PARTITION. LAVATORIES, WHEN LOCATED ADJACENT TO A SIDE WALL OR PARTITION, SHALL BE A MINIMUM OF 18 INCHES TO THE CENTERLINE OF THE FIXTURE. 11B-606.711B-606.7 SINK DEPTH. WHERE A FORWARD APPROACH IS REQUIRED AT A SINK, KNEE AND TOE CLEARANCE SHALL BE PROVIDED ON COMPLIANCE WITH SECTION 11B-30611B-306 11B-213.3.1.1 TOILET COMPARTMENTS WHERE TOILET COMPARTMENTS ARE PROVIDED, 11B-213.3.1.1 TOILET COMPARTMENTS WHERE TOILET COMPARTMENTS ARE PROVIDED, AT LEAST FIVE PERCENT OF THE TOILET COMPARTMENTS, OR FIVE PERCENT OF THE COMBINATION OF TOILET COMPARTMENTS AND URINALS, BUT NO FEWER THAN ONE TOILET COMPARTMENT SHALL COMPLY WITH SECTION 11B-604.8.1SECTION 11B-604.8.1 . IN ADDITION TO THE COMPARTMENTS REQUIRED TO COMPLY WITH SECTION SECTION 11B-604.8.111B-604.8.1 , WHERE SIX OR MORE TOILET COMPARTMENTS ARE PROVIDED, OR WHERE THE COMBINATION OF URINALS AND WATER CLOSETS TOTALS SIX OR MORE FIXTURES, TOILET COMPARTMENTS COMPLYING WITH SECTION 11B-604.8.2SECTION 11B-604.8.2 SHALL BE PROVIDED IN THE SAME QUANTITY AS THE TOILET COMPARTMENTS REQUIRED TO COMPLY WITH SECTION 11B-604.8.1SECTION 11B-604.8.1 . SHEET ISSUE & REVISION #DATE DESCRIPTION Date Project Status 10/06/2025 1ST BLDG. DEPT. SUBMITTAL PLAN CONSTRUCTIONCONSTRUCTION DOCUMENTS 01/15/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL A. B. C. D. E. F. A. B. C. A. B. DIVISION 1 DIVISION 1 •• GENERAL REQUIREMENTS GENERAL REQUIREMENTS GENERAL: NOTES AND DETAILS ON DRAWINGS ARE TO BE TAKEN IN COMBINATION WITH THESE SPECIFICATIONS. ONE SHALL NOT SUPERSEDE THE OTHER. SCOPE: THE CONTRACTOR AND SUBCONTRACTORS SHALL FURNISH ALL LABOR, EQUIPMENT, AND MATERIAL INDICATED ON THE PLANS AND REASONABLY INFERRED OR REQUIRED BY THE AUTHORITY HAVING JURISDICTION AND AS REQUIRED TO COMPLETE THE WORK. SUBSTITUTION: NO SUBSTITUTIONS SHALL BE MADE WITHOUT ARCHITECTS WRITTEN AUTHORIZATION. ANY SUBSTITUTION SHALL BE MADE KNOWN TO OWNER/CONTRACTOR AND ARCHITECT IN ADVANCE OF BIDDING TO AVOID ANY DELAY IN THE PROJECT SCHEDULE. THE GENERAL CONTRACTOR AND ANY SUBCONTRACTOR SHALL NOT MAKE STRUCTURAL SUBSTITUTIONS OR CHANGES WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE STRUCTURAL ENGINEER AND WRITTEN NOTIFICATION TO THE ARCHITECT. CHANGES: ANY ADDITION, DELETION, OR CHANGE IN THE SCOPE OF THE WORK DESCRIBED BY THE PLANS SHALL BE BY WRITTEN CHANGE ORDER ONLY. ANY APPROVAL FROM THE BUILDING OFFICIAL FOR A CHANGE IN THE WORK SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. INFILTRATION CONTROL: ALL OPENINGS IN THE BUILDING ENVELOPE MUST BE CAULKED, GASKETED OR WEATHER-STRIPPED IN ACCORDANCE WITH MANDATORY STATE REQUIREMENTS AND AS REQUIRED TO PROVIDE A WATER TIGHT CONDITION. . REFER TO THE ARCHITECTURAL DRAWINGS FOR MOLDS, GROOVES, ORNAMENTS, CLIPS OR GROUNDS REQUIRED TO BE CAST IN CONCRETE AND FOR LOCATIONS OF FLOOR FINISHES AND SLAB DEPRESSIONS. SECTION 1-A: ARCHITECT'S STATUS THE ARCHITECT DOES NOT GUARANTEE ANY CONTRACTOR, TRADES, OR SUB-CONTRACTORS' PERFORMANCE, AND NO PROVISIONS OF THE CONTRACT DOCUMENTS SHALL RELIEVE THE CONTRACTOR, TRADES OR SUBS FROM ANY LIABILITY DUE TO NEGLIGENCE, INCOMPETENCE OR ERRORS OR OMISSION OR COMMISSION OF THE TRADE OR SUB-CONTRACTOR. THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND HAS NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. OBSERVATION VISITS TO THE JOB SITE BY THE ARCHITECT/ENGINEER DO NOT INCLUDE INSPECTION OF CONSTRUCTION PROCEDURES. THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ALL CONSTRUCTION METHODS AND FOR SAFETY CONDITIONS AT THE WORK SITE. THESE VISITS SHALL NOT BE CONSTRUED AS CONTINUOUS AND DETAILED INSPECTIONS. SECTION 1-B: CODES ALL CODES HAVING JURISDICTION SHALL BE OBSERVED STRICTLY IN THE CONSTRUCTION OF THE PROJECT INCLUDING ALL APPLICABLE CODES. CONTRACTOR SHALL VERIFY ALL CODE REQUIREMENTS BEFORE THE COMMENCEMENT OF CONSTRUCTION AND BRING ANY DISCREPANCIES BETWEEN CODE REQUIREMENTS AND TO CONSTRUCTION DOCUMENTS TO THE ATTENTION OF THE ARCHITECT. A PARTIAL LIST OF APPLICABLE CODES IS LISTED ON THE CODE ANALYSIS PLAN SHEET. SECTION 1-C: ERRORS AND OMISSIONS ERRORS AND OMISSIONS WHICH OCCUR IN CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT, FIRST BY PHONE AND THEN IN WRITING. WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR OR SUB SHALL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS OF WHICH THE CONTRACTOR OR SUB FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SECTION 1-D: JOB CONDITIONS THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS AT THE JOB SITE SUFFICIENTLY IN ADVANCE OF WORK TO BE PERFORMED AND PRIOR TO BIDDING TO ASSURE THE ORDERLY PROGRESS OF THE WORK. THE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY BY EMAIL. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALE. THE CONTRACTOR OR SUBCONTRACTOR SHALL REPORT TO PROJECT SUPERINTENDENT ALL CONDITIONS WHICH PREVENT THE PROPER EXECUTION OF THE WORK. SECTION1-E: KNOWLEDGE TO COMPLETE CONSTRUCTION THE SCOPE OF THIS SET OF PLANS IS SUFFICIENT TO OBTAIN A BUILDING PERMIT; HOWEVER, ALL MATERIALS AND METHODS OF CONSTRUCTION NECESSARY TO COMPLETE CONSTRUCTION ARE NOT NECESSARILY DESCRIBED. THE PLANS DELINEATE AND DESCRIBE ONLY LOCATIONS, DIMENSIONS, TYPES OF MATERIALS AND GENERAL METHODS OF ASSEMBLY OR FASTENING. THEY ARE NOT INTENDED TO SPECIFY PARTICULAR PRODUCTS OR METHODS OF ASSEMBLY OF ANY SPECIFIC MATERIAL OR PRODUCT. THE IMPLEMENTATION OF THE PLAN REQUIRES A CONTRACTOR AND/OR SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE APPLICABLE BUILDING CODES AND METHODS OF CONSTRICTION SPECIFIC TO THIS PRODUCT TYPE AND TYPE OF CONSTRUCTION. SECTION 1-F: CLEAN UP CONTRACTORS SHALL MAINTAIN THE PREMISES CLEAN AND FREE OF ALL TRASH, DEBRIS AND SHALL PROTECT ALL ADJACENT WORK FROM DAMAGE, SOILING, PAINT OVERSPRAY, ETC. ALL FIXTURES, EQUIPMENT, GLAZING, FLOORS, ETC. SHALL BE LEFT CLEAN AND READY FOR OCCUPANCY UPON COMPLETION OF THE PROJECT. EACH FRIDAY DURING PROGRESS OF WORK, CLEAN THE SITE AND PUBLIC PROPERTIES, AND DISPOSE OF WASTE MATERIALS, DEBRIS, AND RUBBISH. IF THE CONTRACTOR FAILS TO CLEAN UP AT THE COMPLETION OF THE WORK, THE OWNER MAY DO SO AND THE COST THEREOF SHALL BE CHARGED TO THE CONTRACTOR. SECTION 1-G: LIABILITIES THE DESIGN PROFESSIONAL (DP) SHALL CONSULT WITH THE OWNER REGARDING THE PROBABLE SERVICES REQUIRED TO COMPLY WITH AMERICAN DISABILITIES ACT (ADA). THE DP IS NOT AN ATTORNEY NOR SHOULD THE DP'S RENDERING AN OPINION OF PROBABLE SERVICES REQUIREMENTS BE CONSIDERED EQUIVALENT TO A LEGAL INTERPRETATION OF ADA. THE DP'S OPINION WILL BE BASED SOLELY ON HIS OR HER OWN EXPERIENCE AND KNOWLEDGE. THIS REQUIRES THE DP TO MAKE A CERTAIN NUMBER OF ASSUMPTIONS AS TO THE TYPES OF DISABILITIES COVERED BY ADA, THE DEGREE OF ACCESS THAT IS "READILY ACHIEVABLE" AND WHAT CONSTITUTES "READILY ACCESSIBLE AND USABLE". GIVEN THE ASSUMPTIONS WHICH MUST BE MADE, THE DP CANNOT AND DOES NOT GUARANTEE THE ACCURACY OF HIS OR HER OPINION AS TO FULL COMPLIANCE AND IN RECOGNITION OF THAT FACT, THE CLIENT WAIVES ANY CLAIM AGAINST THE DP RELATIVE TO THE ADEQUACY OF THE OPINION TO FULLY COMPLY WITH ADA REQUIREMENTS. THE ARCHITECT WHO SIGNS THESE PLANS, SPECIFICATIONS AND INSTRUMENTS OF SERVICE SHALL NOT BE HELD RESPONSIBLE FOR DAMAGES RESULTING FROM CHANGES OR USES NOT AUTHORIZED OR APPROVED BY THE ARCHITECT. THE SIGNING OF THESE DOCUMENTS WILL NOT IMPOSE A LEGAL DUTY OR RESPONSIBILITY TO OBSERVE TO CONSTRUCTION OF THE FIXED WORKS SUBJECT TO THESE DOCUMENTS. SECTION 1-H: SCHEDULE DUE TO THE RETREAT NATURE OF THE SITE AND RELIGIOUS PURPOSES OF THE OWNER, CONTRACTOR SHALL NOT CONDUCT CONSTRUCTION OR OTHER ON-SITE WORK ON SUNDAYS, OR EARLIER THAN 6:00 A.M. OR LATER THAN 10 P.M. ON ANY WEEKDAY, WITHOUT PRIOR PERMISSION OF OWNER. CONTRACTOR SHALL SCHEDULE WITH OWNER ALL WORK CREATING EXCESSIVE NOISE OR SERVICE INTERRUPTIONS. A. B. C. D. E. F. G. DIVISION 2 - DEMOLITIONDIVISION 2 - DEMOLITION LOCATE EXISTING EXPOSED, CONCEALED, AND BURIED ACTIVE UTILITIES AND DETERMINE THE REQUIREMENT FOR THEIR PROTECTION, OR THEIR DISPOSITION WITH RESPECT TO THE DEMOLITION WORK. WHERE APPROPRIATE VERIFY THAT UTILITIES HAVE BEEN DISCONNECTED AND CAPPED. THE CONTRACTOR SHALL PAY FOR TEMPORARY RELOCATION OF UTILITIES, WHICH ARE RELOCATED AT THE CONTRACTOR ’S REQUEST FOR HIS CONVENIENCE. PRIOR TO BIDDING, SURVEY EXISTING CONDITIONS AND CORRELATE WITH REQUIREMENTS INDICATED TO DETERMINE EXTENT OF DEMOLITION REQUIRED. SURVEY CONDITION OF THE BUILDING TO DETERMINE WHETHER REMOVING ANY ELEMENT MIGHT RESULT IN A STRUCTURAL DEFICIENCY OR UNPLANNED COLLAPSE OF ANY PORTION OF THE STRUCTURE OR ADJACENT STRUCTURES DURING DEMOLITION. AS THE WORK PROGRESSES, SURVEY TO DETECT HAZARDS RESULTING FROM DEMOLITION ACTIVITIES. CONDUCT OPERATIONS WITH MINIMUM INTERFERENCE TO PUBLIC OR PRIVATE ACCESSES. MAINTAIN PROTECTED EGRESS AND ACCESS AT ALL TIMES. ERECT TEMPORARY PROTECTION, SUCH AS WALKS, FENCES, RAILINGS, CANOPIES, AND COVERED PASSAGEWAYS, WHERE REQUIRED BY INDUSTRY- STANDARD SAFETY PRACTICE, OR AUTHORITIES HAVING JURISDICTION. DISPOSE OF ANY HAZARDOUS MATERIALS AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. DAMAGES: PROMPTLY REPAIR DAMAGES TO ADJACENT FACILITIES CAUSED BY DEMOLITION OPERATIONS. CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTION OF THIS WORK. A. DIVISION 5 - METALSDIVISION 5 - METALS SECTION 5-A: MISCELLANEOUS AND STRUCTURAL METALS WORKMANSHIP: ALL WORK SHALL COMPLY WITH AISC. "MANUAL OF STEEL CONSTRUCTION", LATEST EDITION, UNLESS MORE EXACTING REQUIREMENTS ARE SPECIFIED IN THE CONTRACT DOCUMENTS OR STRUCTURAL DRAWINGS. SECTION 5-B: MATERIALS A.STRUCTURAL STEEL AND MISCELLANEOUS IRON SHALL CONFORM TO ASTM A-572 (GRADE 50) OR ASTM A-36. B.STEEL PIPE AND TUBE RAILINGS: 1.38" I.D. (1.66" O.D.), ASTM A 53, TYPE S OR E, GRADE B, SCHEDULE 40. EXTERIOR UNITS SHALL BE HOT-DIPPED GALVANIZED. SELECT FASTENERS OF TYPE, GRADE, AND CLASS REQUIRED TO PRODUCE CONNECTIONS THAT ARE SUITABLE FOR ANCHORING RAILING TO OTHER TYPES OF CONSTRUCTION INDICATED AND CAPABLE OF WITHSTANDING DESIGN AND BUILDING CODE LOADINGS. C.MISCELLANEOUS ITEMS: MISCELLANEOUS METAL ITEMS AND THEIR RELATED COMPONENTS ARE NOT NECESSARILY INDIVIDUALLY DESCRIBED. MISCELLANEOUS ITEMS NOT DESCRIBED SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH THE INTENT OF THE DRAWINGS AND SPECIFICATION AND AS REQUIRED TO COMPLETE THE WORK. D.SEE STRUCTURAL FOR ADDITIONAL INFORMATION. 1. 2. 3. 4. 5. DIVISION 6 - WOOD DIVISION 6 - WOOD SECTION 6-A: SHEATHING A.GLASS-MAT GYPSUM SHEATHING BOARD SIMILAR TO DENSGLASS. GOLD SHEATHING BY GEORGIA-PACIFIC. SECTION 6-B: ROUGH CARPENTRY A.FURNISH AND INSTALL FIRE-RETARDANT-TREATED LUMBER AND PLYWOOD FOR BLOCKING, NAILERS, FURRING, AND BACKING AS NEEDED. B.INSTALL BLOCKING IN WALLS AT ALL SHELVING, CASEWORK, MILLWORK, RAILING, TVS, TOILET PARTITIONS, URINAL SCREENS, TOILET ACCESSORIES, WALL MOUNTED FIXTURES, AND OTHER FINISH CARPENTRY. SECTION 6-C: FINISH CARPENTRY A.MILLWORK: MANUFACTURE MILLWORK AND CASEWORK PER ARCHITECTURAL WOODWORK STANDARDS (AWS)/ WOODWORK INSTITUTE, CUSTOM GRADE UNLESS NOTED OTHERWISE. B.ALL CABINET HARDWARE SHALL BE FURNISHED AND INSTALLED BY THE CASEWORK MANUFACTURER. DRAWER SLIDES: KNAPE & VOGT #1300. HINGES: CONCEALED CASEWORK HINGE WITH SELF-CLOSING FEATURE. PULLS: 4"BRUSHED ALUMINUM WIRE PULL. LOCKS: WHERE SHOWN IN DRAWINGS. SHELF STANDARDS AND BRACKETS AS SHOWN ON DRAWINGS: KNAPE & VOGT #255 & #256. A. B. A. DIVISION 7 - THERMAL AND MOISTURE PROTECTIONDIVISION 7 - THERMAL AND MOISTURE PROTECTION SECTION 7A: THERMAL INSULATION INSTALL GLASS FIBER OR MINERAL-WOOL BLANKET INSULATION IN CAVITIES FORMED BY FRAMING MEMBERS FOR ACOUSTICAL, HEAT TRANSFER AND/OR FIRE RETARDING. BLOWN-IN INSULATION: PROVIDE INSULATION MEETING ASTM C-578 AND ASTM E-84. WHERE INDICATED IN DRAWINGS. SECTION 7B: WATER-RESISTIVE BARRIER BUILDING WRAP: INSTALL BUILDING WRAP SIMILAR TO TYVEK COMMERCIAL WRAP BY DUPONT OR APPROVED EQUAL. A. 1. 2. 3. 4. B. 1. 2. 1. 2. 3. 4. 5. A. A. B. C. 1. 2. 3. 4. 5. A. B. C. D. E. F. DIVISION 8 - DOORS, WINDOWS & GLASSDIVISION 8 - DOORS, WINDOWS & GLASS SECTION 8-A: WOOD DOORS STANDARDS: ALL DOORS SHALL COMPLY WITH THE REQUIREMENTS OF THE WOODWORK INSTITUTE STANDARD GRADE (U.N.O.) SCOPE: FURNISH AND INSTALL ALL DOORS COMPLETE AS INDICATED ON PLANS. STANDARDS AND INSTALLATION: PER MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS. MEASUREMENTS: VERIFY ALL DIMENSIONS BY TAKING FIELD MEASUREMENTS PRIOR TO INSTALLATION. TYPE & SIZES: AS INDICATED IN DRAWINGS. MATERIALS: GLASS IN HAZARDOUS AREAS: PROVIDE TEMPERED GLASS PER THE BUILDING CODE, AS INDICATED IN DRAWINGS AND AS NECESSARY. ALL GLASS IN OPERABLE DOORS SHALL BE TEMPERED. PROVIDE WIRED GLASS AT RATED DOORS. INTERIOR DOORS: I 3/4 INCH THICK SOLID CORE FACTORY STAINED FINISH, [PLAIN SLICED SELECT WHITE BIRCH OR (ARCHITECT PICK ONE)OR (ARCHITECT PICK ONE) MATCH EXISTING]. CORE CONSTRUCTION: NON-RATED PARTICLEBOARD PC-5 OR RATED MINERAL. SECTION 8-B: HOLLOW METAL DOORS AND FRAMES STANDARDS: ALL DOORS AND FRAMES SHALL COMPLY WITH REQUIREMENTS FOR THE IBC, IFC, AND NFPA 80 FOR APPROPRIATE RATING, AND SHALL BE LISTED AND LABELED BY A QUALIFIED TESTING AGENCY. UL LABEL MUST STAY VISIBLE ON DOOR AND FRAME. 1 3/4 INCH THICK WITH MANUFACTURER'S STANDARD CORE, SURFACE TO BE PRIMED. FRAMES TO BE FULL PROFILE WELDED. EXTERIOR DOOR SHALL BE EXTRA HEAVY DUTY G-60 GALVANIZED WITH INSULATION IN CORE. ALL DOORS AND FRAMES SHALL HAVE BAKED-ON PRIME FINISH. SCOPE: FURNISH AND INSTALL ALL DOORS COMPLETE AS INDICATED ON PLANS. DOORS AND FRAMES SHALL BE PROVIDE BY THE SAME SUBCONTRACTOR. STANDARDS AND INSTALLATION: PER MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS. MEASUREMENTS: VERIFY ALL DIMENSIONS BY TAKING FIELD MEASUREMENTS PRIOR TO INSTALLATION. TYPE & SIZES: AS INDICATED IN DRAWINGS. SECTION 8-C: ALUMINUM FRAMED STOREFRONTS PROVIDE 2" X 4 1/2" EXTRUDED ALUMINUM COMPONENTS TO WITHSTAND MOVEMENTS OF SUPPORTING STRUCTURE, WITH ANODIZED FINISH, COLOR TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE. ENTRANCE DOOR SYSTEMS WITH MEDIUM STILES. PROVIDE ENTRANCE DOOR HARDWARE FOR SECURE AND WEATHER TIGHT CONDITION. SEE DRAWINGS FOR ADDITIONAL INFORMATION. SECTION 8-D: GLASS AND GLAZING SCOPE: FURNISH AND INSTALL GLASS AND GLAZING FOR ALUMINUM ENTRANCE DOORS, EXTERIOR WINDOWS, INTERIOR DOORS WITH LIGHTS, AND INTERIOR VISION WINDOW. STANDARDS: PROVIDE GLAZING THAT COMPLIES WITH 16 CFR 1201, CATEGORY II. PERMANENTLY MARK AS SAFETY GLAZING WITH CERTIFICATION LABEL. MATERIALS: PROVIDE TEMPERED GLASS IN ALL LOCATIONS REQUIRED BY CODE OR AUTHORITIES HAVING JURISDICTION.. DOORS: 3/16 INCH THICK TEMPERED GLASS. DUAL GLAZED, TYPICAL. INSULATED GLAZING UNIT: 1" SEALED INSULATED GLASS UNIT FACTORY ASSEMBLED COMPLYING WITH ASTM E-774 WITH LOW-E COATING. OVERALL PERFORMANCE TO BE DETERMINED BY ARCHITECT. USE LAMINATED GLASS WHERE REQUIRED BY CODE OR AUTHORITIES HAVING JURISDICTION. ELASTIC GLAZING COMPOUND: GUN APPLIED NON-HARDENING, NON- MILDEWING. USE COMPOUNDS COMPATIBLE WITH OTHER MATERIALS AND APPROPRIATE FOR LOCATION OF INSTALLATION AS RECOMMENDED BY MANUFACTURER OF GLAZING COMPOUND. SECTION 8-E: HARDWARE PROVIDE DOOR HARDWARE FOR MANUAL-SWING OPERATION. WORK WITH ARCHITECTURAL HARDWARE CONSULTANT CERTIFIED BY ASHC FOR APPROPRIATE IMPLEMENTATION. COORDINATE KEYING PREFERENCES WITH OWNER. MATCH OWNER'S MASTER KEY SYSTEM. WHERE FIRE RATED DOOR ASSEMBLIES ARE INDICATED, PROVIDE DOOR HARDWARE RATED FOR USE IN ASSEMBLIES COMPLYING WITH NFPA 80 THAT ARE LISTED AND LABELED BY A QUALIFIED TESTING AGENCY FOR FIRE PROTECTION RATINGS INDICATED. MEANS OF EGRESS DOORS SHALL NOT REQUIRE MORE THAN 15 LBF TO RELEASE THE LATCH; LOCKS DO NOT REQUIRE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE FOR OPERATION. FOR DOOR HARDWARE IN AN ACCESSIBLE ROUTE, COMPLY WITH ICC/ANSI A117.1 AND ADA REQUIREMENTS. THRESHOLDS: TO MEET ALL APPLICABLE DISABLED ACCESSIBLE ROUTE REQUIREMENTS WHERE REQUIRED. D. E. F. A. B. A. B. C. D. A. B. C. 1. 2. D. E. A. B. A. B. C. D. A. a. B. C. A. B. C. D. E. F. A. B. C. D. A. A. B. DIVISION 9 - FINISHES (CONTINUED)DIVISION 9 - FINISHES (CONTINUED) SECTION 9-A: NON-STRUCTURAL METAL FRAMING (CONTINUED) INSTALL TRACKS (RUNNERS) AT FLOORS AND OVERHEAD SUPPORTS. EXTEND FRAMING FULL HEIGHT TO STRUCTURAL SUPPORTS OR SUBSTRATES ABOVE SUSPENDED CEILINGS. CONTINUE FRAMING AROUND DUCTS PENETRATING PARTITIONS ABOVE CEILING. INSTALL SLIP-TYPE HEAD JOINTS. DOOR AND OTHER OPENINGS: SCREW VERTICAL STUDS AT JAMBS TO JAMB ANCHOR CLIPS ON DOOR FRAMES; INSTALL RUNNER TRACK SECTION AT HEAD AND SECURE TO JAMB STUDS. INSTALL TWO STUDS AT EACH JAMB U.N.O. G.INSTALL EACH FRAMING MEMBER SO FASTENING SURFACES VARY NOT MORE THAN 1/8 INCH FROM THE PLANE FORMED BY FACES OF ADJACENT FRAMING. SECTION 9-B: GYPSUM BOARD SCOPE: FURNISH AND INSTALL ALL GYPSUM WALLBOARD WORK COMPLETE. VERIFY ALL SPECIALTY MATERIALS, NAILING AND INSTALLATION SEQUENCING AT ACOUSTIC AND FIRE ASSEMBLIES PRIOR TO COMMENCING WORK. STANDARDS: ALL WORK SHALL COMPLY WITH THE BUILDING CODE AND AUTHORITIES HAVING JURISDICTION. ALL WORK AND MATERIALS SHALL COMPLY WITH GYPSUM ASSOCIATIONS 'RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD". C.CONTROL JOINTS IN GYPSUM WALLBOARD SHALL MEET ASTM C840 AND GA-216 REQUIREMENTS. WORKMANSHIP: ALL WORKMANSHIP SHALL BE INSPECTED AND APPROVED BY THE CONTRACTOR OR CONTRACTOR'S REPRESENTATIVE. SPECIAL FINISHES SHALL BE PRE-DETERMINED BY CONTRACT WITH CONTRACTOR AND SUB-CONTRACTOR. ALL JOINTS IN FINISHED SURFACES SHALL BE TAPED AND FINISHED WITH JOINT COMPOUND. PROVIDE METAL TRIM AT ALL EXPOSED EDGES AND EXTERNAL CORNERS. METAL TRIM SHALL BE TIGHT TO WALLBOARD EDGES, PLUMB, LEVEL, AND TRUE TO PLANE, SECURELY ATTACHED. CONCEAL EXPOSED NAIL OR SCREW HEADS WITH JOINT COMPOUND FOR SMOOTH FINISH. PROTECT ALL EXPOSED BEAMS, POST, RAILINGS ETC. MATERIALS: GYPSUM WALLBOARD AND CEILING BOARD: 5/8 INCH THICK, FIRE-RATED TYPE 'X' AS REQUIRED, WITH TAPED JOINTS AT FIRE/SOUND RATED WALLS AS DETAILED AND AT OTHER WALLS AND CEILING WERE NOTED ON DRAWINGS. PROVIDE MULTIPLE LAYERS AS DETAILED, WITH FASTENERS SIZED ACCORDINGLY. MOISTURE AND MOLD RESISTANT WALLBOARD AND CEILING BOARD: USE IN WET AREAS AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER. INSTALL CEMENT BACKER BOARD ON TILE WALLS. METAL CORNER BEAD, CASING AND TRIM: GALVANIZED AND NAILED. L-SHAPED TRIM AT EXPOSED EDGES, TYPICAL CORNER BEAD AT EXTERNAL CORNERS RESILIENT CHANNELS: PROVIDE AT FIRE/SOUND-RATED FLOOR/CEILING ASSEMBLIES AS DETAILED. TAPE AND COMPOUND: AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR USE SPECIFIED. SECTION 9-C: TILING PROVIDE ALL TILE, GROUT, WATERPROOFING AND CRACK ISOLATION MEMBRANE. SEE GYPSUM BOARD FOR BACKER PANELS. ALL TILE SHALL MEET ANSI 137.1. ALL MORTAR AND GROUT SHALL MEET ANSI A118.4 AND A118.7. C.PROVIDE ADA COMPLIANT ALUMINUM TRANSITIONS BETWEEN TILE AND ADJACENT MATERIALS. D.FOLLOW TCA CURRENT INSTALLATION INSTRUCTIONS. SECTION 9-D: ACOUSTICAL TILE CEILINGS PROVIDE AS CALLED OUT IN REFLECTED CEILING PLANS. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84, FLAME-SPREAD INDEX: COMPLY WITH ASTM E 1264 FOR CLASS A MATERIALS, SMOKE-DEVELOPED INDEX: 50 OR LESS ACOUSTICAL PANELS TO COMPLY WITH ASTM E 1264 METAL SUSPENSION SYSTEM TO COMPLY WITH ASTM C 635 INSTALL ACOUSTICAL PANEL CEILINGS TO COMPLY WITH ASTM C 636/C 636M, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS AND CISCA'S "CEILING SYSTEMS HANDBOOK." E.MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL PANELS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USING LESS-THAN-HALF WIDTH PANELS AT BORDERS, AND COMPLY WITH LAYOUT SHOWN ON REFLECTED CEILING PLANS. SECTION 9-E: RESILIENT BASE AND ACCESSORIES APPLY RESILIENT BASE TO WALLS, COLUMNS, PILASTERS, CASEWORK, AND CABINETS IN TOE SPACES, AND OTHER PERMANENT FIXTURES IN ROOMS AND AREAS WHERE BASE IS REQUIRED. PROVIDE THERMOPLASTIC-RUBBER BASE COMPLYING WITH ASTM F 1861, TYPE TP OR TS. STYLE A, STRAIGHT: PROVIDE IN AREAS WITH CARPET; STYLE B, COVE: PROVIDE IN AREAS WITH CONCRETE AND RESILIENT FLOORING. THICKNESS: 0.125 INCH HEIGHT: 4 INCHES INSTALL RESILIENT BASE IN LENGTHS AS LONG AS PRACTICAL WITHOUT GAPS AT SEAMS AND WITH TOPS OF ADJACENT PIECES ALIGNED. TIGHTLY ADHERE BASE TO SUBSTRATE THROUGHOUT LENGTH. ON MASONRY SURFACES OR OTHER SIMILAR IRREGULAR SUBSTRATES, FILL VOIDS ALONG TOP EDGE WITH MANUFACTURER'S RECOMMENDED ADHESIVE FILLER MATERIAL. PROVIDE VINYL MOLDING ACCESSORIES AT EDGE OF FLOORING FINISH, INCLUDING VINYL CARPET EDGE FOR GLUE-DOWN APPLICATIONS, REDUCER STRIP FOR RESILIENT FLOORING, JOINER FOR RESILIENT FLOORING AND CARPET, AND TRANSITION STRIPS. PROFILE AND DIMENSIONS AS INDICATED ON DRAWINGS. SECTION 9-F: RESILIENT TILE FLOORING MAINTAIN MANUFACTURER'S REQUIRED TEMPERATURE, RELATIVE HUMIDITY, AND TRAFFIC CONDITIONS PRIOR TO, DURING, AND AFTER INSTALLATION COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR INSTALLING FLOOR TILE. VERIFY THAT CONCRETE SLAB COMPLIES WITH ASTM F 710. LAY OUT FLOOR TILES FROM CENTER MARKS ESTABLISHED WITH PRINCIPAL WALLS, DISCOUNTING MINOR OFFSETS, SO TILES AT OPPOSITE EDGES OF ROOM ARE OF EQUAL WIDTH. ADJUST AS NECESSARY TO AVOID USING CUT WIDTHS THAT EQUAL LESS THAN ONE-HALF TILE AT PERIMETER. MATCH FLOOR TILES FOR COLOR AND PATTERN BY SELECTING TILES FROM CARTONS IN THE SAME SEQUENCE AS MANUFACTURED AND PACKAGED, IF SO NUMBERED. DISCARD BROKEN, CRACKED, CHIPPED, OR DEFORMED TILES. LAY TILES WITH GRAIN RUNNING IN ONE DIRECTION UNLESS NOTED OTHERWISE IN DRAWINGS. REMOVE SOIL, ADHESIVE, AND BLEMISHES FROM FLOOR TILE SURFACES BEFORE APPLYING LIQUID FLOOR POLISH. APPLY TWO COATS IF FLOOR POLISH IS RECOMMENDED BY MANUFACTURER. SECTION 9-G: CARPETING COMPLY WITH CRI 104 AND CARPET MANUFACTURER'S CURRENT WRITTEN INSTRUCTIONS FOR DIRECT-GLUE-DOWN INSTALLATION. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS, AS WELL AS ADHESIVES AND SEAM ADHESIVES THAT ARE RECOMMENDED BY THE CARPET MANUFACTURER. ALKALINITY AND ADHESION TESTING: PERFORM TESTS RECOMMENDED BY MANUFACTURER. PROCEED WITH INSTALLATION ONLY AFTER SUBSTRATE ALKALINITY FALLS WITHIN RANGE ON pH SCALE RECOMMENDED BY THE MANUFACTURER IN WRITING, BUT NOT LESS THAN 5 OR MORE THAN 9 pH. COMPLY WITH CARPET MANUFACTURER'S WRITTEN RECOMMENDATIONS FOR SEAM LOCATIONS AND DIRECTION OF CARPET; MAINTAIN UNIFORMITY OF CARPET DIRECTION AND LAY OF PILE. AT DOORWAYS, CENTER SEAMS UNDER THE DOOR IN CLOSED POSITION. SEE DRAWINGS FOR ANY SPECIAL INSTRUCTIONS. SECTION 9-H PAINTING AND FINISHING SCOPE: PROVIDE PAINTING WORK AS INDICATED AND SPECIFIED, COMPLETE INCLUDING PREPARATION OF SURFACES OTHER THAN THOSE THAT ARE FACTORY PRIMED. WORKMANSHIP: EACH COAT SHALL BE UNIFORMLY APPLIED, WELL BRUSHED OUT AND FREE OF BRUSH MARKS, RUNS, SAGS OR SKIPS. PAINT FINISHES SHALL BE CUT SHARPLY TO LINE. PROTECT ADJACENT SURFACES. A. B. C. A. B. C. D. DIVISION 10 - SPECIALTIES DIVISION 10 - SPECIALTIES SECTION 10-A: TOILET COMPARTMENTS HIGH PRESSURE PLASTIC LAMINATE TOILET PARTITIONS AND URINAL SCREENS SHALL BE FLOOR MOUNTED OVER-HEAD BRACED. CORE MATERIAL SHALL BE 3-PLY INDUSTRIAL, A GRADE 45 POUND DENSITY PARTICAL BOARD. ALL EXPOSED FACES AND EDGES SHALL BE COVERED WITH PLASTIC LAMINATE BONDED TO THE CORE WITH MANUFACTURER APPROVE ADHESIVES WITH MINUMUM TYPE II BOND. EXPOSED HARDWARE AND FASTENERS SHALL BE STAINLESS STEEL. CONCEALED ANCHORS SHALL BE RUST-RESISTANT PROTECTIVE COATED STEEL. BRACKETS SHALL BE STAINLESS STEEL AND FULL LENGTH OF PARTITION PANEL. D.HARDWARE SHALL COMPLY WITH ANSI A117.1 AND SHALL INCLUDE HINGES, LATCH AND KEEPERS, DOOR PULLS, AND COAT HOOKS WITH BUMPERS. DOOR PULLS SHALL BE PROVIDED ON BOTH SIDES OF WHEELCHAIR ACCESSIBLE DOORS AND AMBULATORY COMPARTMENTS DOORS. PROVIDE DOOR STOPS WITH BUMPER ON COMPARTMENT DOORS THAT OPEN ON TO ADJACENT PARTITION WALLS. SECTION 10-B: TOILET ACCESSORIES PROVIDE AND INSTALL ALL TOILET ACCESSORIES AND RELATED HARDWARE UNLESS NOTED OTHERWISE. GRAB BARS: FLANGES WITH CONCEALED FASTENERS, 1-1/4 INCHES OUTSIDE DIAMETER, STAINLESS STEEL, SMOOTH NO. 4 SATIN FINISH WITH SLIP-RESISTANT TEXTURE IN GRIP AREAS. SEE DRAWINGS FOR SIZE AND LOCATIONS. MOP RACK: BOBRICK B-223 X 24 OR APPROVED EQUAL. PROVIDE IN JANITOR CLOSETS. ENSURE REQUIRED BLOCKING IS LOCATED IN WALLS PRIOR TO MOUNTING ACCESSORIES. SECTION 10-C: FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES A.PROVIDE FIRE EXTINGUISHERS OF THE QUANTITY REQUIRED BY APPLICABLE CODES OF THE DRY CHEMICAL TYPE WITH STAINLESS STEEL TANK AND PRESSURE GAGE. CLASS A: B: C; SIZE 10; FINISH- BAKED ENAMEL, RED COLOR. B.FIRE EXTINGUISHER CABINETS SHALL BE SEMI-RECESSED FORMED BAKED ENAMEL STEEL SHEET, SIZED TO ACCOMMODATE ACCESSORIES AND OF TRIM LESS TYPE. A. B. A. DIVISION 11 - EQUIPMENTDIVISION 11 - EQUIPMENT NOT INCLUDED IN THESE SPECIFICATIONS. DIVISION 12: FURNISHINGS DIVISION 12: FURNISHINGS SECTION 12-A: LAMINATE: PLASTIC FINISHES LAMINATE PLASTIC: FORMICA, WILSON ART OR NEVAMAR HIGH-PRESSURE DECORATIVE LAMINATE GRADE HGP WITH 3/4 INCH MEDIUM-DENSITY FIBERBOARD OR MARINE GRADE AT SINKS. BUILD UP COUTERTOP THICKNESS TO 1-1/2 INCHES AND FRONT, BACK, AND ENDS. APPLICATION: LAMINATE PLASTIC SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. SPLASHES SHALL BE FULLY FORMED (U.N.O.) COUNTERS SHALL BE SELF-EDGED (U.N.O.) SECTION: 12-B: SOLID SURFACE COUNTERTOPS: MATERIALS AND COLOR SHALL BE INDICATED ON INTERIOR ELEVATIONS AND ID SHEETS. DIVISION 13 - SPECIAL CONSTRUCTION DIVISION 13 - SPECIAL CONSTRUCTION NOT INCLUDED IN THESE SPECIFICATIONS. DIVISION 14 - CONVEYING EQUIPMENT ELEVATORDIVISION 14 - CONVEYING EQUIPMENT ELEVATOR NOT USED DIVISION 15 MECHANICAL DIVISION 15 MECHANICAL REFER TO MECHANICAL AND PLUMBING DRAWINGS. DIVISION 16 ELECTRICAL DIVISION 16 ELECTRICAL REFER TO ELECTRICAL DRAWINGS. C. D. E. A. B. C. A. B. C. D. E. A. 1. 2. B. C. D. E. F. G. H. DIVISION 9 - FINISHES (CONTINUED)DIVISION 9 - FINISHES (CONTINUED) SECTION 9-H PAINTING AND FINISHING (CONTINUED) MIX AND APPLY PAINT AND STAINS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. HARDWARE SHALL BE MASKED OR REM0VED PRIOR TO PAINTING OR STAINING. SUBCONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE RESULTING PROM OVERSPRAY, AND ALL NECESSARY CLEAN-UP. SEMI-GLOSS PAINT TO BE ROLLED OR BRUSH APPLIED. PREPARATION OF SURFACES: SURFACES SHALL BE CLEAN AND DRY, AND IN SUITABLE CONDITION FOR FINISH SPECIFIED. REMOVE ALL OIL, GREASE, BOND BREAKING AGENTS, DUST, MILL SCALE AND EFFLORESCENCE. CRACKS, HOLES, AND KNOT5 SHALL BE FILLED, SANDED SMOOTH, AND SEALED. WOOD SURFACES, EXCEPT RESAWN WOOD, SHALL BE SANDED PERFECTLY SMOOTH. SANDING DUST SHALL BE COMPLETELY REMOVED. TRIM AND OTHER FINISH WORK SHALL BE PRIMED PRIOR TO INSTALLATION, TO MINIMIZE INCONSISTENT SHRINKAGE . MATERIALS: SUBMIT LIST OF MATERIALS AND MANUFACTURERS FOR OWNER'S AND ARCHITECT'S REVIEW. ALL MATERIALS SHALL BE DELIVERED TO THE SITE IN SEALED ORIGINAL MANUFACTURER'S CONTAINERS. STAIN SHALL BE SELECTED BY INTERIOR DESIGNER. PAINT SHALL BE MANUFACTURED BY "SHERWIN WILLIAMS" OR APPROVED EQUAL. COLORS: TO BE SELECTED BY THE ARCHITECT. INTERIOR PAINTING AND FINISHING CEILINGS AND WALLS: ONE COAT PRIMER AND TWO COATS SATIN FINISH LATEX, UNLESS NOTED OTHERWISE. ONE COAT PRIMER AND TWO COATS SEMI-GLOSS EPOXY IN RESTROOMS, TOILET ROOMS, AND KITCHENS. METAL DOORS, FRAMES, WOOD BASE AND TRIM, SHELF CLEATS: ONE COAT PRIMER, TWO COATS SEMI-GLOSS HIGH BUILD LATEX. STAIN-GRADE CABINETS, WOOD HAND RAILINGS, WOOD CAPS ETC.: ONE COAT SANDING SEALER, ONE COAT STAIN, TWO COATS SATIN WATER-BASED POLYURETHANE CLEAR. PAINT GRADE CABINETS, RAILINGS, WOOD CAPS ETC.: ONE COAT PRIMER AND TWO COATS SEMIGLOSS LATEX. CMU OR BRICK: ONE COAT BLOCK FILLER AND TWO COATS SEMIGLOSS HIGH BUILD LATEX. METAL SURFACES: ONE COAT PRIME AND TWO COATS SATIN HIGH BUILD LATEX. PAINT SHALL BE APPROPRIATE FOR TYPE OF METAL (FERROUS OR NONFERROUS) USE EXTERIOR COMMERCIAL GRADE PAINT FOR EXTERIOR MATERIALS THAT NEED TO BE PAINTED. USE MANUFACTURER'S RECOMMENDED ONE COAT PRIMER, TWO COATS PAINT. THE NUMBER OF COATS NOTED ABOVE SHALL BE CONSIDERED MINIMUM. APPLY ADDITIONAL COATS IF REQUIRED TO PROVIDE FULL AND EVEN COVERAGE THROUGHOUT. A. A. DIVISION 4 MASONRY DIVISION 4 MASONRY SECTION 4-A: MANUFACTURED STONE MANUFACTURED STONE VENEER SHALL BE INSTALLED WITH WEATHER RESISTANT BARRIER AND .5 LB. GALVANIZED EXPANDED METAL LATH. INSTALLATION SHALL BE PER THE MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS. SECTION 4-B: UNIT MASONRY GENERAL: UNIT MASONRY SHALL COMPLY WITH BUILDING CODES AND AUTHORITY HAVING JURISDICTION. SECTION 4-C: CONCRETE MASONRY UNITS (CMU) A.SIZE: NOMINAL FACE DIMENSIONS OF 16" X 8" OR OTHER SIZES AS INDICATED ON DRAWINGS. B.SPECIAL SHAPES: PROVIDE WHERE REQUIRED FOR LINTELS, CORNERS, JAMBS, SASH, CONTROL JOINTS, HEADERS, BONDING AND OTHER SPECIAL CONDITIONS. C.CMU: UNITS SHALL CONFORM TO ASTM C90. DIVISION 3 - CONCRETE DIVISION 3 - CONCRETE GENERAL: A.REFER TO STRUCTURAL DRAWINGS FOR CONCRETE SPECIFICATIONS NOTES, DETAILS AND EMBEDMENTS TO BE USED ON THIS PROJECT FOR STRUCTURAL SLABS AND FOOTINGS. B.COMPLY WITH THE MATERIALS AND WORKMANSHIP REQUIREMENTS OF THE AMERICAN SOCIETY FOR TESTING AND MATERIALS SPECIFICATIONS (ASTM) AND APPLICABLE REGULATIONS OF AMERICAN CONCRETE INSTITUTE (ACI). C.GEOTECHNICAL ENGINEER SHALL INSPECT FOUNDATION PRIOR TO POURING CONCRETE AND VERIFY SOIL BEARING PRESSURE AS RECOMMENDED IN THE SOILS REPORT. D.CONCRETE TESTING SERVICE: EMPLOY ACCEPTABLE TESTING LABORATORY TO PERFORM MATERIALS EVALUATION, TESTING AND DESIGN OF CONCRETE MIXES. SEE STRUCTURAL DRAWINGS FOR MORE INFORMATION. E.TOP OF CONCRETE SLABS TO BE MINIMUM 6 INCHES ABOVE FINISH GRADE. F.CONTRACTOR SHALL HAVE APPROVED TRUSS PLANS AND/OR ANCHOR BOLT PLANS ON THE JOB PRIOR TO FOUNDATION INSPECTION. G.MOISTURE BARRIER: USE ONLY MATERIALS RESISTANT TO DETERIORATION WHEN TESTED IN ACCORDANCE WITH ASTM E 154. USE POLYETHYLENE SHEET NOT LESS THAN 10 MIL THICK UNDER INTERIOR SLAB. H.PROVIDE FORM MATERIALS WITH SUFFICIENT STABILITY TO WITHSTAND PRESSURE OF PLACED CONCRETE WITHOUT BOW OR DEFLECTION. SECTION 3-A: EXTERIOR FLAT WORK AND NON-STRUCTURAL CONCRETE A.CONCRETE: MIX PROPORTIONS AND DESIGN: PROPORTION MIXES COMPLYING WITH MIX DESIGN PROCEDURES SPECIFIED IN ACI 301. B.PORTLAND CEMENT: ASTM C 150, TYPE AS REQUIRED. (REFER TO SOILS REPORT). C.USE AIR-ENTRAINING ADMIXTURE AS REQUIRED FOR CONCRETE EXPOSED TO FREEZING AND THAWING. D.WATER: CLEAN AND POTABLE. E.NORMAL WEIGHT AGGREGATES: ASTM C 33, EXCEPT LOCAL AGGREGATES OF PROVEN DURABILITY MAY BE USED WHEN ACCEPTABLE TO ARCHITECT. F.LIGHTWEIGHT AGGREGATES: ASTM C 330. G.WATERPROOFING: SHALL BE INSTALLED PER MFR'S SPECS. A PROPER SYSTEM SHALL INCLUDE WATERPROOF MEMBRANE, SUBSURFACE FOUNDATION DRAIN, POROUS BACKFILL (OR DRAIN SCREEN) AND PROTECTION BOARD. SECTION 3-B: REINFORCING STEEL WORKMANSHIP: ALL WORK SHALL COMPLY WITH THE REQUIREMENTS SET FORTH IN THE CURRENT BUILDING CODE AND THE CONSTRUCTION DOCUMENTS. A. A. B. DIVISION 31 - SITEWORKDIVISION 31 - SITEWORK IT SHALL BE THE RESPONSIBILITY OF THE SUBCONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HERE-IN OR NOT AND TO PROTECT THEM FROM DAMAGE. THE SUB-CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT IN CONJUNCTION WITH THE EXECUTIONS OF THIS WORK. SECTION 2-A EARTHWORK: PERFORM ALL WORK IN THIS SECTION IN CONFORMANCE WITH THE FINAL SOILS COMPACTION , GEOLOGICAL REPORTS AND APPROVED ENGINEERED GRADING PLAN AS ACCEPTED BY THE AUTHORITY HAVING JURISDICTION. SECTION 2-B GRADING: SEE CIVIL ENGINEERING DRAWINGS AND NOTES. FINISH GRADE SURROUNDING BUILDING SHALL BE GRADED TO DIRECT SURFACE RUN-OFF AWAY FROM FOUNDATIONS FOR A MINIMUM DISTANCE OF 5-FEET, SLOPED AT 2% TOWARDS A WATER DISPOSAL AREA OR SUB-DRAIN SYSTEM APPROVED BY THE CIVIL AND SOILS ENGINEER. A. B. DIVISION 9 - FINISHESDIVISION 9 - FINISHES SECTION 9-A: NON-STRUCTURAL METAL FRAMING MATERIALS: TO COMPLY WITH ASTM C 645. INSTALLATION: TO COMPLY WITH ASTM C 754 AND ASTM C 840. INSTALL SUPPLEMENTARY FRAMING AND BLOCKING TO SUPPORT FIXTURES, EQUIPMENT, HEAVY TRIM, CABINETS, OR SIMILAR CONSTRUCTION. PERFORMANCE REQUIREMENTS: FIRE-TEST-RESPONSE CHARACTERISTICS: PROVIDE ACCORDING TO ASTM E 119 STC-RATED ASSEMBLIES: PROVIDE ACCORDING TO ASTM E 90 AND CLASSIFIED ACCORDING TO ASTM E 413. Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o n s a s i n s t r u me n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p e r t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e r e p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t e n pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e ci f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i t e c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i t u t e P r i m a F ac i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e s t r i c t i o n s . DESIGNER TEAM T. ADAY T. TORRES Sheet Name C:\ U s e r s \ j h u d g e n s \ R e v i t L o c a l \ S a n t a A n a , C A - C a l v a r y C h a p e l C o st a M e s a _ C l a s s r o o m A _ j h u d g e n s 7 H 3 H Y . r v t 7/ 1 8 / 2 0 2 5 2 : 4 6 : 1 5 PM 07/18/2025 25803 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 GN 3.0 SPECIFICATIONS SP E C I F I C A T I O N S SHEET ISSUE & REVISION #DATE DESCRIPTION Date Project Status 10/06/2025 1ST BLDG. DEPT. SUBMITTAL PLAN CONSTRUCTIONCONSTRUCTION DOCUMENTS 01/15/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL F.H. F.H. F.H. F.H. F.H. OCFC FENCE LINE OCFC FENCE LINE OCFC FENCE LINE OCFC FENCE LINE ACCESS OCFC STAIRS ACCESS OCFC STAIRS CCCM STAIR ACCESS Shell Station CA R W A S H COVERED PATIO S tai rs S tai rs S-117a S-117b F-102e #12a #11a #13b #14 #13a #12b #11b#11c 2nd floor HS 1st floor HS HC F.H. F.H. F.H. F.H. HC HC HC HCHC HC HC HCHC HC HC HCHC HC HC HC HC HC HC HC HC HCHC HC HC HC N NOT IN SCOPE NOT IN SCOPENOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE FAIRVIEW STREET SU N F L O W E R A V E N U E N 0deg. 14551' 20" W 542.24' 15' SETBACK AT STREETTO 405 FWY 32' SETBACK TYPICAL AT STREET 32' SETBACK SHELTER BUS STOP MA C A R T H U R B L V D . S 8 8 d e g . 4 ' 4 1 " W 1 4 8 . 5 0 ' S 8 8 d e g . 1 4 , 5 4 4 ' 4 6 " W 6 8 . 8 5 ' S 8 8 d e g . 1 4 5 4 4 ' 4 6 " W 2 8 . 8 5 ' S 8 7 d e g . 1 , 4 5 0 ' 5 0 " W 4 0 0 . 1 6 ' N 1deg. 14501' 43" W 732.88' LO G O S P A R K I N G S T R U C T U R E B R I D G E NO SETBACK AT REAR PROPERTY LINE O.C.F.C. ACCESS RAMP O.C.F.C. ACCESS RAMP NOT IN SCOPE TRASH DUMPSTERS (THIS AREA) 6' -0" CHAIN LINK FENCE ORANGE COUNTY FLOOD CONTROL DISTRICT N 8 8 d e g . 1 4 , 5 4 4 ' 4 6 " E 1 3 4 . 6 8 ' EXISTING CHURCH SIGN 20' HX15' W ELEC. TRANSFORMER WATER METER BLDG. F FELLOWSHIP HALL 6,000 SF. 2 EXISTING BUILDING NOT IN SCOPE RENOVATED EXISTING BUILDING PROJECT DATA: OWNER:CALVARY CHAPEL COSTA MESA 3800 S. FAIRVIEW ST. (714) 979-4422 ARCHITECT:F. TONY TORRES VISIONEERING STUDIOS ARCHITECTURE 105 W 4TH ST. STE. 600 SANTA ANA, CA 92701 (714) 780-2873 TTORRES@VISIONEERINGSTUDIOS.COM SITE AREA:20.17 ACRES FELLOWSHIP HALL: TYPE OF CONSTRUCTION: TYPE III B AREA:6,000 SF SCOPE OF WORK: TENANT IMPROVEMENT PROJECT OF MINOR DEMOLITION, ADDITION OF NEW NON- BEARING WALL ; ADD NEW ELECTRICAL OUTLETS, IN-KIND REPLACEMENT OF EXISTING RTU Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Consultant Project Status Sheet No. NO. REVISIONS DATE COMMENT ww w . V i s i o n e e r i n g S t u d i o s . c o m 20 5 0 M a i n S t . , S u i t e 4 0 0 Ir v i n e , C A 9 2 6 1 4 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . C: \ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S i t e _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 7 : 0 0 : 3 5 A M T. TORRES T. TORRES 03/03/2026 T. TORRES T. TORRES 25803 2ND BLDG. DEPT. SUBMITTAL SI T E P L A N A-1.0 SITE PLAN SCALE 1" = 50'-0"OVERALL SITE PLAN 1 NTr u e No r t h SITE LEGENDVICINITY MAP 40 5 F W Y S. FAIRVIEW ST. W. MACARTHUR BLVD. PROJECT SITE NTr u e No r t h Seal 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S M E S A , 3 8 0 0 S . F A I R V I E W S T . , SA N T A A N A , C A 9 2 7 0 4 Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. TORRES T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 1 5 : 0 4 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS A 2.6 DEMOLITION PLAN - FELLOWSHIP HALL DE M O L I T I O N P L A N - FE L L O W S H I P H A L L SHEET ISSUE & REVISION # DATE DESCRIPTION 1 01/15/2026 FIRE DEPT. REV'S. 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL B B 1 1 A A 3 3 2 2 50' - 0" 653 SF HS MINISTRY (SIDE A) 102 2411 SF FELLOWSHIP HALL (SIDE A) 101 109 111 NOT IN SCOPE 110 119 404 SF CLASS ROOM 605 SF KITCHEN 105 112 SF RESTROOM 106 104 SF RESTROOM 107 97 SF MECH. 108 295 SF STORAGE 109 INDICATES STUD WALLS BELOW INDICATES NEW STUD WALLS INDICATES STUD LOW WALLS NOT IN SCOPE OCCUPANT LOAD SIGN (REFER TO OCCUPANT LOADS ON ROOM TAGS) OL PANIC HARDWAREPH ROOM NAME ROOM NUMBER OCCUPANT LOAD FACTOR AREA (S.F.) OCCUPANCY TYPE EXPECTED OCCUPANT FLOW EXIT WIDTH FACTORPROVIDED WIDTH DOOR NUMBER OCCUPANT LOAD ROOM DESIGNATION DOOR DESIGNATION LOBBY 150 SF A-3 15 101 100 DR#150 36"0.3 ADA PATH OF TRAVEL 2 EGRESS PATH OF TRAVEL PM LEGEND DIMENSION NOTES 1 ALL DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF METAL STUDS OR CENTER LINE OF STRUCTURAL STEEL U.O.N. 2 EXIT DOORS SHALL SWING IN THE DIRECTION OF EGRESS WHEN SERVING ANY OCCUPANT LOAD OF 50 OR MORE. 3 EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2018 IBC, SECTION 1010.1.9 4 REFER TO FLOOR PLAN ENLARGEMENT FOR DIMENSIONS NOT SHOWN HERE. 5 ALL DOORS SHALL BE LOCATED 4" FROM THE ADJACENT WALL, U.O.N. 6 EXTERIOR METAL STUD WALLS SHALL ALIGN TO THE EDGE OF THE FOOTING. U.O.N. 7 "INTERIOR" DIMENSIONS ARE TAKEN FROM THE FACE OF METAL STUDS. 8 REFER TO KEY PLANS FOR REFERENCES TO SECTIONS, DETAILS, TAGS AND ENLARGED PLANS. 9 ADA CLEARANCES SUPERSEDE ALL DIMENSION ON PLANS AND SHOULD BE VERIFIED IN THE FIELD 109 REMOVE EXISTING STUD WALL 110 REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETE 111 PROTECT IN PLACE EXISTING FLOOR 119 REMOVE AND SALVAGE DOOR TO BE FLIPPED TO THE OTHER DIRECTION. KEYED NOTES 109 REMOVE EXISTING STUD WALL 110 REMOVE EXISTING DOOR, FRAME AND HARDWARE COMPLETE 111 PROTECT IN PLACE EXISTING FLOOR 119 REMOVE AND SALVAGE DOOR TO BE FLIPPED TO THE OTHER DIRECTION. SCALE 3/16" = 1'-0"FIRST FLOOR DEMOLITION PLAN - PHASE 2 1 NTr u e No r t h Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. TORRES T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 1 5 : 0 4 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS A 2.13 PROPOSED FLOOR PLAN -FELLOWSHIP HALL PR O P O S E D F L O O R P L A N - FE L L O W S H I P H A L L SHEET ISSUE & REVISION # DATE DESCRIPTION 1 01/15/2026 FIRE DEPT. REV'S. 2 03/03/2026 2ND BLDG. DEPT. SUB. 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL B B 1 1 A A 3 3 2 2 78 ' - 2 " 20 ' - 5 " 653 SF HS MINISTRY (SIDE A) A-3 7 102 93 2411 SF FELLOWSHIP HALL (SIDE A) A-3 15 101 161 NO SCOPE 1B 48' - 8" 32"0.2" 102 A.58 68" 0.2" 101 A.178 2C 68" 0.2" 101 B.178 68" 0.2" 102 B.58 12" REQUIRED EXIT WIDTH, 32" PROVIDED 12" REQUIRED EXIT WIDTH, 69" PROVIDED 35.6" REQUIRED EXIT WIDTH, 68" PROVIDED 35.6" REQUIRED EXIT WIDTH, 69" PROVIDED EQ EQ OL OLPH PH P H PH 1369 SF FELLOWSHIP HALL (SIDE B) A-3 7 103 195 MA I N EX I T 340 SF HS MINISTRY (SIDE B) A-3 15 104 23 TABLES & CHAIRS CONFIGURATION ASSEMBLY SEATING CONFIGURATION LOUNGE CHAIRS CONFIGURATION ASSEMBLY SEATING CONFIGURATION 605 SF KITCHEN A-3200 105 3 112 SF RESTROOM A-3106 104 SF RESTROOM A-3107 97 SF MECH. A-3108 37' -4" 42' -4" 295 SF STORAGE A-3300 109 3 2 47' -4" 20' -6" 2 600S162-43 MTL. STUDS @ 16" O.C. 5/8" THK. GYP. BRD SOUND OR BUILDING INSULATION WHERE OCCURS A - 3 5/8" STUD B - 6" STUD C - 8" STUD TYP. 5/8" THK. TYPE "X" GYP. BRD. OV. WD. STUDS. REFER TO STRUCT. TYP. BUILD. BATT INSULATION . 2X WOOD FRAMING @ 16" 0.C. "MEDIUM SAND FLOAT 16/20 AGGREGATE", 7/8" THK. 3 COAT STUCCO SYSTEM OV. APPROVED METAL LATH PER ASTM 1063. OV. (2) LAYERS OF BLDG. PAPER OV. 15/32" PLYWOOD. SUBSTRATE OV. WOOD STUD FRAMING; COLOR AS SELECTED BY ARCHITECT A = 2X4 STUD B = 2X6 STUD C = 2X8 STUD 2 INDICATES STUD WALLS BELOW INDICATES NEW STUD WALLS INDICATES STUD LOW WALLS NOT IN SCOPE OCCUPANT LOAD SIGN (REFER TO OCCUPANT LOADS ON ROOM TAGS) OL PANIC HARDWAREPH ROOM NAME ROOM NUMBER OCCUPANT LOAD FACTOR AREA (S.F.) OCCUPANCY TYPE EXPECTED OCCUPANT FLOW EXIT WIDTH FACTORPROVIDED WIDTH DOOR NUMBER OCCUPANT LOAD ROOM DESIGNATION DOOR DESIGNATION LOBBY 150 SF A-3 15 101 100 DR#150 36"0.3 ADA PATH OF TRAVEL 2 EGRESS PATH OF TRAVEL CODE ANALYSIS CODES ADOPTED BY SANTA ANA OCCUPANT LOAD: 478 CHAPTER 7 -FIRE-RESISTANCE-RATED CONSTRUCTION CBC 303.4 PRIMARY OCCUPANCY : A-3 (PLACE OF RELIGIOUS WORSHIP) PRIMARY STRUCTURAL FRAME - 0 BEARING WALLS EXTERIOR - 0 BEARING WALLS INTERIOR - 0 NON BEARING WALLS INTERIOR AND EXTERIOR - 0 FLOOR CONSTRUCTION AND SECONDARY MEMBERS -0 ROOF CONSTRUCTION AND SECONDARY MEMBERS - 0 CBC 602.2 TYPE V-B CONSTRUCTION CHAPTER 6 -TYPE OF CONSTRUCTION CBC1005.3.2 EXIT WIDTH: 0.2" / OCC. CBC 1016.2 EGRESS THROUGH INTERVENING ROOM(S) PERMITTED IF ACCESSORY TO EXITED ROOM. NUMBER OF EXIT ACCESS DOORWAYS: TWO IF OCCUPANCY >49 NUMBER OF EXIT ACCESS DOORWAYS: THREE IF OCCUPANCY >500 OCCUPANCIES: A CHAPTER 8 -INTERIOR FINISHES CHAPTER 9 -FIRE PROTECTION SYSTEMS CHAPTER 10 -MEANS OF EGRESS CBC SEC. 803.1 TABLE 803.9 CLASS B: FLAME SPREAD 26-75; SMOKE DEVELOPED -450 CLASS B: CORRIDORS EXIT ENCLOSURES AND PASSAGEWAYS CLASS C: ROOMS AND ENCLOSED SPACES CLASS C: FLAME SPREAD 76-200; SMOKE DEVELOPED 0-450 FIRE ALARM PROVIDEDCBC 907.2 CBC TABLE 601 CBC 1030.2 & .3 ASSEMBLY EGRESS EXITS FOR OCCUPANTS OVER 300: MIN. OF 1/2 OCC. MAIN EXIT THRU MAIN ENTRANCE AND HAVE MIN. 10' WIDE ACCESS TO PUBLIC WAY. N/A CHAPTER 5 -GENERAL BUILDINGS HEIGHTS & AREAS CONSTRUCTION TYPE V-B CHAPTER 3 -OCCUPANCY CLASSIFICATION & USE CBC 508.2.3 AGGREGATE ACCESSORY OCCUPANCIES SHALL NOT OCCUPY MORE THAN 10 PERCENT OF THE FLOOR AREA OF THE STORY IN WHICH THEY ARE LOCATED. CBC TABLE 503 ALLOWABLE ACTUAL BASIC AREA: 6,000 SF 6,000 S.F. BASIC STORIES: 1 1 CBC1006.2.1.1 TABLE CBC 1017.2 250 FT MAX EXIT ACCESS TRAVEL DISTANCE 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA ENERGY CODE 600S162-43 MTL. STUDS @ 16" O.C. 5/8" THK. GYP. BRD SOUND OR BUILDING INSULATION WHERE OCCURS SLOTTED MTL. STUD TRACK EXISTING ROOF SHEATHING #10 SMS @ 24" O.C. . 2X WOOD FRAMING @ 16" 0.C. "MEDIUM SAND FLOAT 16/20 AGGREGATE", 7/8" THK. 3 COAT STUCCO SYSTEM OV. APPROVED METAL LATH PER ASTM 1063. OV. (2) LAYERS OF BLDG. PAPER OV. 15/32" PLYWOOD. SUBSTRATE OV. WOOD STUD FRAMING; COLOR AS SELECTED BY ARCHITECT HILTI X-CF SILL PLATE FASTENER @ 24" O.C. PM LEGEND DIMENSION NOTES 1 ALL DIMENSIONS ARE TO FACE OF MASONRY OR FACE OF METAL STUDS OR CENTER LINE OF STRUCTURAL STEEL U.O.N. 2 EXIT DOORS SHALL SWING IN THE DIRECTION OF EGRESS WHEN SERVING ANY OCCUPANT LOAD OF 50 OR MORE. 3 EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 2018 IBC, SECTION 1010.1.9 4 REFER TO FLOOR PLAN ENLARGEMENT FOR DIMENSIONS NOT SHOWN HERE. 5 ALL DOORS SHALL BE LOCATED 4" FROM THE ADJACENT WALL, U.O.N. 6 EXTERIOR METAL STUD WALLS SHALL ALIGN TO THE EDGE OF THE FOOTING. U.O.N. 7 "INTERIOR" DIMENSIONS ARE TAKEN FROM THE FACE OF METAL STUDS. 8 REFER TO KEY PLANS FOR REFERENCES TO SECTIONS, DETAILS, TAGS AND ENLARGED PLANS. 9 ADA CLEARANCES SUPERSEDE ALL DIMENSION ON PLANS AND SHOULD BE VERIFIED IN THE FIELD SCALE 3/16" = 1'-0"PROPOSED FLOOR PLAN 3SCALE 3" = 1'-0"NON-BEARING GYP/MTL/GYP 1 SCALE 3" = 1'-0"STUCCO -WD STUD-GYP 2 2 2 SCALE 3" = 1'-0"NON-BEARING MTL HEADER 4 SCALE 3" = 1'-0"NON-BEARING WOOD HEADER 5 2 2 NTr u e No r t h CEILING OPEN CEILING TO STRUCTURE ABOVE WALL/CEILING MOUNTED EXIT SIGN ABOVE DOOR (SEE ELECTRICAL-TYPICAL) PER 20XX CBC (OR) IBC, SECTION1013 EXIT SIGNS NOT IN SCOPE B B 1 1 A A 3 3 2 2 NO SCOPE 127 Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. TORRES T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 3 5 : 5 9 AM 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 2ND BLDG. DEPT. SUBMITTAL A 4.3 DEMOLITION RCP - FELLOWSHIP HALL DE M O L I T I O N R C P - FE L L O W S H I P H A L L LEGEND KEYED NOTES RCP GENERAL NOTES 1 PAINT OPEN CEILING TO INCLUDE TRUSSES COMPLETE, ROOF UNDERSIDE AND ALL MECHANICAL, DUCTS, ELECTRICAL CONDUIT, ETC. P-X (SEE ID 0.1). USE BLACK OR WHITE SCRIM FOR INSULATION. COLOR TO BE SELECTED BY ARCHITECT 2 OPEN CEILINGS, STRUCTURAL BENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. USE BLACK SCRIM FOR INSULATION. PAINT ALL MECHANICAL, DUCTS, ELECTRICAL CONDUIT, ETC. 3 OPEN CEILING UNPAINTED, USE SCRIM FACED INSULATION 4 FABRIC-WRAPPED 2" THK. ACOUSTIC PANEL; ADHESIVE APPLIED TO CEILING 5 SUSPENDED CEILING SYSTEM - TYP. GRID SYSTEM. REFER TO RCP DETAIL SHEET. 6 LOCATE ALL LIGHTING FIXTURES AS SHOWN ON PLAN. ALIGN AT OF SOFFITS OR ROOMS AND PLACE EQUALLY SPACED AS SHOWN. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 7 TYP. @ ONE HOUR ASSEMBLIES, TYPE "X" GYPSUM BOARD MUST BE APPLIED FROM FLOOR TO BOTTOM OF METAL DECK. PROVIDE GYP. BRD. ON CEILING FOR AONE HOUR ASSEMBLY 8 ALL OPEN CEILINGS TO BE PAINTED (COLOR-CHOSEN BY ARCHITECT), TO INCLUDE ALL SURFACES, EXPOSED CONDUIT, FIRE SPRINKLER LINES, AIR DUCTS, SUPPLY AND RETURN AIR GRILLES, ETC. STARTING AT THE BOTTOM OF LOWEST STRUCTURAL ELEMENT (UNLESS OTHERWISE NOTED). SEE PAINT SCHEDULE. 9 GENERAL LIGHTING IN ASSEMBLY ROOMS, CLASSROOMS, RESTROOMS, AND STORAGE AREAS TO BE SELECTED BY ARCHITECT, AUDIO VISUAL CONSULTANT, AND ELECTRICAL ENGINEER (REFER TO RCP PLAN FOR LAYOUT AND PROPOSED FIXTURES). 10 LOCATE ALL LIGHTING FIXTURES AS SHOWN, AND PER DIMENSIONS ON PLANS. COORDINATE WITH CONSTRUCTION DOCUMENTS FROM ASSOCIATED DISCIPLINES. 11 THEATRICAL/STAGE LIGHTING IN SANCTUARY/ASSEMBLY ROOMS TO BE SELECTED AND LOCATED BY AUDIO VISUAL CONSULTANT AND ELECTRICAL ENGINEER. COORDINATE WITH ALL DISCIPLINES BEFORE CONSTRUCTION. REFER TO AVL SHEETS FOR ADDITIONAL INFO. 12 REFER TO INTERIOR DESIGN PLANS FOR ADDITIONAL INFORMATION REGARDING PAINT, FINISH MATERIALS, ETC. 127 REMOVE EXISTING CEILING GRID AND LIGHTS. SCALE 3/16" = 1'-0"FIRST FLOOR DEMOLITION RCP - PHASE 2 1 SHEET ISSUE & REVISION # DATE DESCRIPTION NTr u e No r t h Seal 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 CEILING OPEN CEILING TO STRUCTURE ABOVE WALL/CEILING MOUNTED EXIT SIGN ABOVE DOOR (SEE ELECTRICAL-TYPICAL) PER 20XX CBC (OR) IBC, SECTION1013 EXIT SIGNS NOT IN SCOPE B B 1 1 A A 3 3 2 2 NO SCOPE 6' - 0 " 6' - 0 " 14' - 0"6' - 0" 653 SF HS MINISTRY (SIDE A) 102 2411 SF FELLOWSHIP HALL (SIDE A) 101 401 4 A 2.13 5 A 2.13 2 2 Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. TORRES T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 3 / 3/2 0 2 6 6 : 1 5 : 0 5 AM 03/03/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS A 4.10 RCP -FELLOWSHIP HALL RC P - FE L L O W S H I P H A L L LEGEND KEYED NOTES RCP GENERAL NOTES 1 PAINT OPEN CEILING TO INCLUDE TRUSSES COMPLETE, ROOF UNDERSIDE AND ALL MECHANICAL, DUCTS, ELECTRICAL CONDUIT, ETC. P-X (SEE ID 0.1). USE BLACK OR WHITE SCRIM FOR INSULATION. COLOR TO BE SELECTED BY ARCHITECT 2 OPEN CEILINGS, STRUCTURAL BENTS TO BE PAINTED. COLOR TO BE SELECTED BY ARCHITECT. USE BLACK SCRIM FOR INSULATION. PAINT ALL MECHANICAL, DUCTS, ELECTRICAL CONDUIT, ETC. 3 OPEN CEILING UNPAINTED, USE SCRIM FACED INSULATION 4 FABRIC-WRAPPED 2" THK. ACOUSTIC PANEL; ADHESIVE APPLIED TO CEILING 5 SUSPENDED CEILING SYSTEM - TYP. GRID SYSTEM. REFER TO RCP DETAIL SHEET. 6 LOCATE ALL LIGHTING FIXTURES AS SHOWN ON PLAN. ALIGN AT OF SOFFITS OR ROOMS AND PLACE EQUALLY SPACED AS SHOWN. REFER TO ELECTRICAL PLANS FOR ADDITIONAL INFORMATION. 7 TYP. @ ONE HOUR ASSEMBLIES, TYPE "X" GYPSUM BOARD MUST BE APPLIED FROM FLOOR TO BOTTOM OF METAL DECK. PROVIDE GYP. BRD. ON CEILING FOR AONE HOUR ASSEMBLY 8 ALL OPEN CEILINGS TO BE PAINTED (COLOR-CHOSEN BY ARCHITECT), TO INCLUDE ALL SURFACES, EXPOSED CONDUIT, FIRE SPRINKLER LINES, AIR DUCTS, SUPPLY AND RETURN AIR GRILLES, ETC. STARTING AT THE BOTTOM OF LOWEST STRUCTURAL ELEMENT (UNLESS OTHERWISE NOTED). SEE PAINT SCHEDULE. 9 GENERAL LIGHTING IN ASSEMBLY ROOMS, CLASSROOMS, RESTROOMS, AND STORAGE AREAS TO BE SELECTED BY ARCHITECT, AUDIO VISUAL CONSULTANT, AND ELECTRICAL ENGINEER (REFER TO RCP PLAN FOR LAYOUT AND PROPOSED FIXTURES). 10 LOCATE ALL LIGHTING FIXTURES AS SHOWN, AND PER DIMENSIONS ON PLANS. COORDINATE WITH CONSTRUCTION DOCUMENTS FROM ASSOCIATED DISCIPLINES. 11 THEATRICAL/STAGE LIGHTING IN SANCTUARY/ASSEMBLY ROOMS TO BE SELECTED AND LOCATED BY AUDIO VISUAL CONSULTANT AND ELECTRICAL ENGINEER. COORDINATE WITH ALL DISCIPLINES BEFORE CONSTRUCTION. REFER TO AVL SHEETS FOR ADDITIONAL INFO. 12 REFER TO INTERIOR DESIGN PLANS FOR ADDITIONAL INFORMATION REGARDING PAINT, FINISH MATERIALS, ETC. 401 LIGHT FIXTURES, SEE ARCH RCP LEGEND AND ELEC. LIGHTING PLANS FOR MORE INFO. SCALE 3/16" = 1'-0"FIRST FLOOR RCP - PHASE 2 1 SHEET ISSUE & REVISION # DATE DESCRIPTION 1 01/15/2026 FIRE DEPT. REV'S. 2 03/03/2026 2ND BLDG. DEPT. SUB. 03/03/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL NTr u e No r t h B B 1 1 A A 3 3 2 2 14' - 3" 18 ' - 8 " POSSIBLE LOCATION OF EXISTING 2-TON UNIT THAT WILL BE REPLACED WITH NEW 5-TON UNIT EXISTING ROOF TO REMAIN EXISTING PARAPET WALL TO REMAIN EXISTING ROOF TO REMAIN ROOF-TOP AIR CONDITIONER UNIT (RTU) Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. NO. REVISIONS DATE COMMENT ww w . V i s i o n e e r i n g S t u d i o s . c o m 20 5 0 M a i n S t . , S u i t e 4 0 0 Ir v i n e , C A 9 2 6 1 4 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . C: \ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a lv a r y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s io n e e r i n g s t u d i o s . c o m . r v t 1 / 2 4 / 2 0 2 6 5 : 5 9 : 0 3 P M Approver Checker 01/15/2026 Designer Author 25620 CA L V A R Y C H A P E L C O S T A M E S A 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS RO O F P L A N A 5.0 ROOF PLAN IN T E R I O R R E N O V A T I O N S SCALE 3/16" = 1'-0"ROOF PLAN 1 LEGEND NTr u e No r t h 01/15/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL TT 123 7' - 0 " 6' - 0"6' - 0" 7' - 0 " 10 " 7' - 0 " 3' - 0" 1 OR 2" 1 3/4"6' - 0" OR 2" 1 3/4" 7' - 0 " OR 2 " 1 3 / 4 " 2 1 3/4"3' - 0"1 3/4" 1 3 / 4 " 7' - 0 " OR 6'-4" 6' - 3 1/2" 3' - 3 1/2" CONC WALL 8" 4" 1 3/4" 5 1 / 2 " CONC. WALL 8" 12 ALUM. THRESHOLD SET IN BED OF SEALANT SEALANT, BACKER ROD & EXPANSION MAT EXTERIOR CONCRETE 1/ 2 " M A X SLOPE DOOR & FRAME PER SCHEDULE ALUM. THRESHOLD SET IN BED OF SEALANT SEALANT, BACKER ROD & EXPANSION MAT EXTERIOR CONCRETE 1/ 2 " M A X SLOPE 2" H.M. DOOR H.M. FRAME (E) CONCRETE TILT-UP WALL 2" H.M. DOOR H.M. FRAME (E) CONCRETE TILT-UP WALL (E) CONCRETE TILT-UP WALL ALUM. STOREFRONT DOOR (E) CONCRETE TILT-UP WALL ALUM. STOREFRONT DOOR LEGEND (EX) EXISTING AL ALUMINUM BF BI-FOLD BLK BLACK - SATIN BSS BRASS - SATIN BZS BRONZE - SATIN CA CLEAR ANODIZED CD COILING DOOR CG CLEAR GLAZING CL CLASSROOM LOCK DB DEAD BOLD DBL DOUBLE DOORS DE DOUBLE EGRESS DOORS FF FACTORY FINISH (COLOR TO BE SELECTED BY ARCH) GLS GLASS SLIDING PARTITION HC HOLLOW CORE HM HOLLOW METAL KD KNOCK DOWN METAL KY ALUMINUM WITH KYNAR 500 (SELECTED BY ARCH) MCC MINERAL COMPOSITE CORE MTL METAL BY MANUFACTURER OH OVERHEAD OL OFFICE LOCK P PASSAGE (NO LOCK) PH PANIC HARDWARE PL PRIVACY LOCK PLAM PLASTIC LAMINATE PP PUSH PLATE PT PAINT (ENAMEL IN FIELD) SA SATIN ALUM/STAINLESS STEEL/CHROME SC SOLID CORE SGL SINGLE SL STOREROOM LOCK SLD SLIDING DOOR SM SEGMENTED METAL ST FACTORY STAINED AND CLEAR SEALER (TO BE SELECTED BY ARCH) T TEMPERED/SAFETY GLAZING TG TINT GLAZING WG WIRE GLASS XL EXIT LOCK DOOR SCHEDULE DOOR #Ex t / I n t D r ROOM NAME DOOR FRAME TH R E S H O L D REMARKS PA N I C H A R D W A R E FI R E R A T I N G HW S E T S DR#SI G N R E M A R K S STYLE MATERIAL/FINISH STYLE FR A M E T Y P E PR O F I L E MATERIAL/FINSH TRANSOM SIDE LIGHT HEAD DETAIL JAMB (LEFT) JAMB (RIGHT)TY P E WI D T H HE I G H T TH K HO L L O W M T L . AL U M I N U M WO O D S . C . OT H E R EX T . S I D E IN T . S I D E UN D E R C U T GL A Z I N G AL U M I N U M HO L L O W M E T A L OT H E R FI N I S H GL A Z I N G OT H E R GL A Z I N G OT H E R FINISH FLOOR 101 A. EXT FELLOWSHIP HALL 3 6' - 0" 7' - 0" 1 3/4" © PT PT 1 © 4/A9.0 3/A9.0 3/A9.0 1/A9.0 © 101 A. 101 B. EXT FELLOWSHIP HALL 1 6' - 0" 7' - 10" 1 3/4" © FF FF 1 © © 6/A9.0 5/A9.0 5/A9.0 2/A9.0 © 101 B. 102 A. EXT HS MINISTRY 2 3' - 0" 7' - 0" 1 3/4" © PT PT 2 2 © © 4/A9.0 3/A9.0 3/A9.0 1/A9.0 © 102 A. 102 B. EXT HS MINISTRY 1 6' - 0" 7' - 10" 1 3/4" © FF FF 1 © © 6/A9.0 5/A9.0 5/A9.0 2/A9.0 © 102 B. FINISH FLOOR: 4 Grand total: 4 Date Project No. Designed By Drawn By Checked By Approved By DESIGN TEAM Seal Consultant Project Status Sheet No. ww w . V i s i o n e e r i n g S t u d i o s . c o m 10 6 W e s t 4 t h S t r e e t - S u i t e 6 0 0 Sa n t a A n a , C A 9 2 7 0 1 Th e s e d r a w i n g s a n d / o r t h e a c c o m p a n y i n g s p e c i f i c a t i o ns a s i n s t r u m e n t s o f s e r v i c e a r e t h e e x c l u s i v e p r o p er t y o f th e A r c h i t e c t a n d t h e i r u s e a n d p u b l i c a t i o n s h a l l b e r e s t r i c t e d t o t h e o r i g i n a l s i t e f o r w h i c h t h e y w e re p r e p a r e d . Re - u s e r e p r o d u c t i o n s o r p u b l i c a t i o n s b y a n y m e t h o d , i n w h o l e o r i n p a r t , i s p r o h i b i t e d e x c e p t b y w r i t t en pe r m i s s i o n f r o m t h e A r c h i t e c t . T i t l e t o t h e s e p l a n s a n d o r s p e c i f i c a t i o n s s h a l l r e m a i n w i t h t h e A r c h i te c t w i t h o u t pr e j u d i c e a n d v i s u a l c o n t a c t w i t h t h e m s h a l l c o n s t i tu t e P r i m a F a c i a e v i d e n c e o f a c c e p t a n c e o f t h e s e r e st r i c t i o n s . DESIGNER TEAM T. TORRES T. TORRES Sheet Name C:\ U s e r s \ t t o r r e s . V S D O M \ D o c u m e n t s \ S a n t a A n a , C A - C a l v ar y C h a p e l C o s t a M e s a _ F e l l o w s h i p H a l l _ t t o r r e s @ v i s i o ne e r i n g s t u d i o s . c o m . r v t 1 / 2 4 / 2 0 2 6 6 : 5 0 : 0 6 PM 01/15/2026 25620 CA L V A R Y C H A P E L C O S T A M E S A IN T E R I O R R E N O V A T I O N S 38 0 0 S F A I R V I E W S T , S A N T A A N A , C A 9 2 7 0 4 CONSTRUCTION DOCUMENTS A 9.0 DOOR SCHEDULE DO O R S C H E D U L E SCALE 1/4" = 1'-0"DOOR TYPESSCALE 1/4" = 1'-0"DOOR FRAME TYPESSCALE 3" = 1'-0"DOOR/WINDOW FRAME PROFILE DOOR GENERAL NOTES BUILDING ENVELOPE NOTES GLAZING NOTES 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURER’S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406 A. SWING DOORS. B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. C. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCHES ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONS. D. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). i) EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN9 SQUARE FEET ii) EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. iii) EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. iV) ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. E.. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS. F. WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR CONDITIONS ARE PRESENT: i) THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE ON THE POOL OR SPA SIDE OF THE GLAZING. ii) THE GLAZING IS WITHIN 60 INCHES OF A SWIMMING POOL OR SPA WATER’S EDGE. G. ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION). 1) IDENTIFICATION OF SAFETY GLAZING EXCEPT AS INDICATED IN (CBC) SECTION 2406.3 EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD WITH WHICH IT COMPLIES, AS WELL AS THE INFORMATION SPECIFIED IN SECTION 2403.1.THE DESIGNATION SHALL BE ACID-ETCHED, SAND-BLASTED, CERAMIC-FIRED, LASER- ETCHED, EMBOSSED OR OF A TYPE THAT ONCE APPLIED, CANNOT BE REMOVED WITHOUT BEING DESTROYED. A LABEL AS DEFINED IN SECTION 202AND MEETING THE REQUIREMENTS OF THIS SECTION SHALL BE PERMITTED IN LIEU OF THE MANUFACTURER'S DESIGNATION. 2) ALL GLASS PANES FOR INTERIOR AND EXTERIOR SHALL BE 1/4" THK., TEMPERED. 3) EXTERIOR GLAZING SHALL BE TINTED; COLOR AS SELECTED BY ARCHITECT. 4) ALL GLAZING AT EXTERIOR SHALL BE U-FACTOR OF 0.29 & S.H.G.C. OF 0.25 5) GLAZING IN EXTERIOR DOORS SHALL COMPLY WITH SECTION 708.2. 1 FIELD VERIFY ALL WINDOW & FRAME OPENING DIMENSIONS; HORIZONTAL AND VERTICAL DIMENSIONS PRIOR TO FABRICATION. 2 FOR RESTROOM DOOR SIGNAGE, SEE SHEET A3.0 3 FIRE DOORS, FIRE WINDOWS AND FIRE DAMPER SHALL BE LABELED OR OTHERWISE IDENTIFIED AS TO THE FIRE PROTECTION RATING, FIRE DOOR AND WINDOWS SHALL BE INSTALLED IN ACCORDANCE WITH THEIR LISTING. FIRE DAMPER SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH THEIR LISTING. 4 PROVIDE PANIC HARWARE AT EXIT AND EXIT ACCESS DOORS SERVING GROUP A OCCUPANCIES AND IN THE DIRECTION OF EGRESS TRAVEL 5 HAND-ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BEWTEEN 30" AND 44" ABOVE THE FLOOR. LATCHING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE LEVER-TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. 6 THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2. CHANGE IN LEVEL GREATER THAN 1/2" SHALL BE ACCOMPLISHED BY MEANS OF A RAMP. 7 ALL EXTERIOR GLAZING SHALL BE TINTED GRAY, GREEN OR BLUE AS SELECTED BY ARCHITECT 8 REFER TO DOOR HARDWARE SETS FOR SPECIFIC HARDWARE INFORMATION, AND VERIFY WITH MANUFACTURES RECOMMENDATIONS FOR INSTALLATION PROIR TO PLACEMENT OF CONC. SLABS 9 ALL GLASS OVER 9 SQ. FT. IN AREA WITHIN 18" OF FLOOR OR 36" OF GRADE. GLASS FOORS AND WALL PANELS SHALL BE LAMINATED OR FULLY TEMPERED. IBC 2406 10 ALL GLAZING WITHIN A 24" ARE OF EITHER EDGE OF A DOOR AND WITHIN 60" OF THE FLOOR SHALL BE TEMPERED. 11 EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. CBC SECTION 1010.2 12 EXITS AND EXIT ACCESS DOORS SHALL BE MARKED BY AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. CBC SECTION 1013.1 13 FOR THE UTILITY ROOMS, SIGNS MUST BE PROVIDED TO IDENTIFY THE ROOM FUNCTION. SIGNS MUST MEET CLIENT APPROVAL. 14 ALL PRESSED METAL EXTERIOR DOORS AND DOOR FRAMES SHALL BE FACTORY PRIMED. 15 ALL GLASS TO BE TEMPERED IF LOWER THAN 18" OF THE GROUND AND ADJACENT TO ANY DOOR SHEET ISSUE & REVISION # DATE DESCRIPTION SCALE 3" = 1'-0"HM THRESHOLD @ GYP 1 SCALE 3" = 1'-0"ALUM. THRESHOLD 2SCALE 3" = 1'-0"ALUM.-HEAD @ CONCRETE TILT-UP 6 SCALE 3" = 1'-0"HM-HEAD @ CONCRETE TILT-UP 4 SCALE 3" = 1'-0"ALUM.-JAMB @ CONCRETE TILT-UP 5 SCALE 3" = 1'-0"HM-JAMB @ CONCRETE TILT-UP 3 01/15/2026 F. ANTONIO TORRES C-36404 REN. 03/31/2 LICENSED ARCHITECT STATE OF CALIFORNIA 7 Date Project Status 03/03/2026 2ND BLDG. DEPT. SUBMITTAL Grimm + Chen Structural Engineering, Inc …… 17500 Redhill Ave., Suite 240, Irvine, CA 92614 ……. (949) 250-3150 . S TRUCTURAL C ALCULATIONS G&C Job Number: 25-510 CCCM INTERIOR RENOVATION Santa Ana, CA Building Department Submittal November 10, 2025 PREPARED FOR: Visioneering Studios Arch 106 West 4th St., Suite 600 Santa Ana, CA 92701 1 DESIGN CHECK SCOPE 1 ACB 2 402 (E) 5-1/8 x25 GLB (E ) 4 X 1 2 P U R L I N @ 8 ' O . C . TY P PROPOSED 5 TON UNIT (MAX WT 500#) ATTACHMENT & CURB BY OTHERS (N ) 1 - 3 / 4 x 1 1 - 7 / 8 L V L (N ) 1 - 3 / 4 x 1 1 - 7 / 8 L V L SK-A (N) 4X8 SK-B 33'-4" CHECK (E) GLB WITH DL = 10PSF LL= 20 PSF PLUS RTU CHECK LVL WITH ADD'L RTU LOAD Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:existing roof GLB with (E) roof loads+(N) RTU Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2400 1850 1650 650 1800 950 265 1100 31.21 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 1600 ksi 850 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2018 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 20.0 ft Point Load : D = 0.50 k @ 16.0 ft, (NEW MECH UNIT) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.815: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 16.139 ft 114.51 psi= = 2,675.40 psi 5.125x24Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 331.25 psi== Section used for this span 5.125x24 Maximum Shear Stress Ratio 0.346 : 1 0.000 ft= = 2,179.28 psi Maximum Deflection 0 <360 240 Ratio =0 <180 Max Downward Transient Deflection 1.010 in 392Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 1.644 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 33.0 ft 1 0.442 0.182 0.90 0.892 1.00 1.00 1.00 34.94 852.30 1926.29 3.56 238.501.00 43.42 1.00+D+Lr 0.892 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 33.0 ft 1 0.815 0.346 1.25 0.892 1.00 1.00 1.00 89.35 2,179.28 2675.40 9.39 331.251.00 114.51 1.00+D+0.750Lr 0.892 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 33.0 ft 1 0.691 0.292 1.25 0.892 1.00 1.00 1.00 75.75 1,847.49 2675.40 7.93 331.251.00 96.74 1.00+0.60D 0.892 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 33.0 ft 1 0.149 0.061 1.60 0.892 1.00 1.00 1.00 20.97 511.38 3424.51 2.14 424.001.00 26.05 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 1.6438 16.500 0.0000 0.000 . 2 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:existing roof GLB with (E) roof loads+(N) RTU Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 10.597 10.582 Overall MINimum 6.600 6.600 D Only 3.997 3.982 +D+Lr 10.597 10.582 +D+0.750Lr 8.947 8.932 +0.60D 2.398 2.389 Lr Only 6.600 6.600 . 3 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:existing roof GLB with (E) roof loads+(N) RTU Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: 4 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:additional load from new RTU (1/2* unit +curb) Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design RedBuilt RedLam LVL Beam/Joist 2900 2900 2635 750 2000 1036.82530120482 285 1660 42.01 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 2018 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loads Point Load : D = 0.30 k @ 4.0 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.129: 1 Load Combination D Only Span # where maximum occurs Span # 1 Location of maximum on span 4.015 ft 21.28 psi= = 2,610.00 psi 1.75x11.87Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination D Only = = = 256.50 psi== Section used for this span 1.75x11.87 Maximum Shear Stress Ratio 0.083 : 1 0.000 ft= = 336.59 psi Maximum Deflection 0 <360 1626 Ratio =0 <180 Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.148 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 20.0 ft 1 0.129 0.083 0.90 1.000 1.00 1.00 1.00 1.15 336.59 2610.00 0.29 256.501.00 21.28 1.00+0.60D 1.000 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 20.0 ft 1 0.044 0.028 1.60 1.000 1.00 1.00 1.00 0.69 201.96 4640.00 0.18 456.001.00 12.77 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.1475 9.124 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.301 0.121 Overall MINimum 0.180 0.072 5 MAX END REACTION Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:additional load from new RTU (1/2* unit +curb) Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS D Only 0.301 0.121 +0.60D 0.180 0.072 . 6 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:additional load from new RTU (1/2* unit +curb) Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: 7 8 LVL END CONNECTION 9 OK Page 1 of 34 DIVISION: 06 00 00— WOOD, PLASTICS AND COMPOSITES Section: 06 05 23— Wood, Plastic, and Composite Fastenings REPORT HOLDER: SIMPSON STRONG-TIE COMPANY INC. EVALUATION SUBJECT: SIMPSON STRONG-TIE® FACE-MOUNT HANGERS FOR SAWN LUMBER, STRUCTURAL COMPOSITE LUMBER (SCL), PREFABRICATED WOOD I-JOISTS AND GLULAM BEAMS (ENGINEERED WOOD PRODUCTS) 1.0 EVALUATION SCOPE Compliance with the following codes: 2024, 2021, 2018, 2015, and 2012 International Building Code® (IBC) 2024, 2021, 2018, 2015, and 2012 International Residential Code® (IRC) Property evaluated: Structural 2.0 USES The Simpson Strong-Tie® face-mount hangers described in this report are used as wood framing connectors in wood construction in accordance with Section 2304.10.4 of the 2024 and 2021 IBC, 2304.10.3 of the 2018 and 2015 IBC and Section 2304.9.3 of the 2012 IBC. The face-mount hangers may also be used in structures regulated under the IRC when an engineered design is submitted in accordance with Section R301.1.3 of the IRC. 3.0 DESCRIPTION 3.1 General: With the exception of the CBH, ACBH, SCBH and HSKP Hangers Series, the Simpson Strong-Tie face-mount hangers described in this report are U-shaped hangers that have prepunched holes for the installation of nails or Simpson Strong-Drive SDS screws, depending on the hanger model, into the face of the supporting wood header or beam or ledger. The CBH Hanger is used in pairs and is a die-formed steel plate with a welded stud and prepunched holes for the installation of Simpson Strong-Drive SDS screws. The ACBH hanger is used in pairs and is manufactured in one piece from aluminum with predrilled holes for the installation of Simpson Strong-Drive SDCF screws. The SCBH hanger is used in pairs and is manufactured in one piece from steel with predrilled holes for the installation of Simpson Strong-Drive SDCF screws. The HSKP hanger has a horizontal bearing plate to support the joist/beam and includes prepunched holes in its back plate for the installation of Simpson Strong-Drive SDCF screws into the face of the supporting wood Column. ICC-ES Evaluation Report ESR-2552 - City of LA Supplement FL Supplement w/ HVHZ Subject to renewal March 2026 ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed, nor are they to be construed as an nty by ICC Evaluation Service, LLC, express or implied, as to any finding or Copyright © 2025 ICC Evaluation Service, LLC. All rights reserved. 10 ESR-2552 Page 2 of 34 3.1.1 LU Series Hangers: The LU series hangers are formed from No. 20 gage galvanized steel. See Table 1 for hanger dimensions, required fasteners, and allowable loads; and Figure 1 for a drawing of a typical LU series hanger. 3.1.2 LUCZ Series Hangers: The LUCZ hangers have concealed flanges to allow for installation near the end of a supporting member such as a ledger or header. The hangers are formed from No. 18 gage galvanized steel coated with a G185 zinc coating. See Table 2 and Figure 2 for hanger dimensions, required fastener schedule, allowable loads and a typical installation detail. 3.1.3 U Hangers: The U series hangers are formed from No. 16 gage galvanized steel. The hangers are face-nailed to the supporting wood header, and nailed to the supported solid sawn lumber, structural composite lumber or prefabricated wood I-joists with web stiffeners to accept the required size and number of joist nails shown in Table 3. See Table 3 for the U series hanger model numbers, hanger dimensions, required fasteners, and allowable loads. See Figure 3 for a drawing of a typical U series joist hanger. 3.1.4 HU and HUC Series Hangers: The HU and HUC series hangers are formed from No. 14 gage galvanized steel, and are face-nailed to the supporting wood header/beam and nailed to the solid sawn lumber, supported structural composite lumber or prefabricated wood I-joists with web stiffeners. HU hangers having a seat width (W) equal to or greater than 29/16 inches (65 mm) are available with concealed flanges and are specified with the model designation HUC. See Table 4 for hanger model numbers, hanger dimensions, required fasteners and allowable loads based on the nailing. The HU and HUC hangers have triangular and round holes in both the U-shaped portion supporting the wood joist and in the flanges attached to the supporting wood header/beam. The allowable loads are achieved by filling all holes (both the round and triangular) with size of nails shown in Table 4. See Figures 4A and 4B for drawings of typical HU and HUC hangers, and Figure 4C shows a typical installation of an HU hanger supporting a prefabricated wood I-joist with approved web stiffeners. 3.1.5 HUCQ Series Hangers: The HUCQ series hangers are formed from No. 14 gage galvanized steel and are used to support glulam beams or other approved wood members. Other approved wood members must be laterally supported at the ends in accordance with Section 2308.8.6 of the 2024 IBC (Section 2308.4.6 of the 2021, 2018, 2015 and 2012 IBC) and Section R502.7 of the IRC. The hangers have prepunched holes for the installation of Simpson Strong-Drive SDS series wood screws (SDS). See Table 5 for the HUCQ series model numbers, hanger dimensions, required fasteners and allowable loads. See Figure 5 for a drawing of the HUCQ series hanger. 3.1.6 LUS Series Hangers: The LUS series hangers are formed from No. 18 gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a 45-degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 6 for the hanger dimensions, required fasteners, and allowable loads; and Figure 6 for a drawing of a typical LUS series hanger. 3.1.7 MUS Joist Hanger: The MUS series hangers are formed from No. 18 gage galvanized steel. The U-shaped portion of the hangers has prepunched holes for the installation of joist nails that are driven at an angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 7 for the hanger dimensions, required fasteners, and allowable loads; Figure 7 for a drawing of a typical MUS series hanger. 3.1.8 HUS Series Hangers: The HUS hangers having a seat width, W, of 39/16 inches (90 mm) are formed from No. 14 gage galvanized steel. The HUS1.81/10 hanger with a seat width, W, of 113/16 inches (46 mm) is formed from No. 16 gage galvanized steel. The hangers have prepunched holes for the installation of nails that are driven at a 45-degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 8 for HUS series hanger models, hanger dimensions, required fasteners, and allowable loads. See Figure 8 for a drawing of a typical HUS hanger. 3.1.9 HHUS Series Hangers: The HHUS series hangers are formed from No. 14 gage galvanized steel. The hangers have pre-punched holes for the installation of nails that are driven at a 45 degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 9 for the hanger model numbers, hanger dimensions, required fasteners, and allowable loads. See Figure 9 for a drawing of a typical HHUS hanger. 3.1.10 HGUS Series Hangers: The HGUS series hangers are formed from No. 12 gage galvanized steel and are used to support glulam beams or other approved wood members. Other approved wood members must be laterally supported at the ends in accordance with Section 2308.8.6 of the 2024 IBC (Section 2308.4.6 of the 2021, 2018, 2015 and 2012 IBC) and Section R502.7 of the IRC. The hangers have prepunched holes for the installation of nails that are driven at a 45-degree angle through the joist and into the header, which is described as double shear nailing in the installation instructions. See Table 10 for the HGUS series hanger 11 ESR-2552 Page 3 of 34 model numbers, hanger dimensions, required fasteners and allowable loads. See Figure 10 for a drawing of a typical HGUS hanger. 3.1.11 HTU Series Hangers: The HTU hangers are designed to support trusses installed with full or partial heel heights and gaps between the truss and the supporting girders of up to, but not exceeding, 1/2 inch (12.7 mm), as shown in Tables 11A and 11C, and 1/8 inch (3.2 mm) as shown in Table 11B. Minimum and maximum nailing options are given in Tables 11A, 11B, and 11C to address varying heel heights and support conditions. The HTU hangers are formed from No. 16 gage galvanized steel. See Table 11A and Figures 11A and 11B for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to 1/2 inch (12.7 mm). See Table 11B and Figures 11A and 11B for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the gap between the truss and the supporting girders is less than or equal to 1/8 inch (3.2 mm). See Table 11C and Figures 11A and 11C for hanger dimensions, required fastener schedule, allowable loads and an installation detail for installations in which the minimum allowable number of nails is driven into the supporting girder, and the gap between the truss and supporting girder is less than or equal to 1/2 inch (12.7 mm). 3.1.12 LGU, MGU, HGU and HHGU Series Hangers: The LGU and MGU series hangers are formed from No. 10 gage galvanized steel; HGU series hangers are formed from No. 7 gage galvanized steel; and HHGU series hangers are formed from No. 3 gage steel. The LGU, MGU, HGU and HHGU series hangers are used to support glulam beams or other approved wood members. Other approved wood members must be laterally supported at the ends in accordance with Section 2308.8.6 of the 2024 IBC (Section 2308.4.6 of the 2021, 2018, 2015 and 2012 IBC) and Section R502.7 of the IRC. The hangers have pre-punched holes for the installation of Simpson Strong-Drive SDS series wood screws (SDS). See Table 12 for the LGU, MGU, HGU and HHGU series model numbers, hanger dimensions, required fasteners and allowable loads. See Figure 12 for a drawing of the HHGU series hanger and a typical installation detail. 3.1.13 SUR/L Series Hangers: The SUR/L series hangers are formed from No. 16 gage galvanized steel. The SUR and SUL hangers are identical except they are skewed at 45 degrees to the right (SUR) and the left (SUL), respectively. See Table 13 for hanger models, hanger dimensions, required fasteners, and allowable loads. See Figure 13A for a drawing of a typical SUL hanger and Figure 13B for a typical SUR hanger installation. 3.1.14 HSUR/L Series Hangers: The HSUR/L series hangers are formed from No. 14 gage galvanized steel. The HSUR and HSUL hangers are identical except they are skewed at 45 degrees to the right (HSUR) and the left (HSUL), respectively, and are designed to support prefabricated wood I-joists having approved web stiffeners, and structural composite lumber (SCL). See Table 14 for the hanger model numbers, hanger dimensions, required fasteners, and allowable loads. See Figure 14A for a drawing of a typical HSUR hanger, and Figure 14B for a typical HSUR hanger installation. 3.1.15 IUS Series Hangers: The IUS series hangers are formed from No. 18 gage galvanized steel and are used exclusively to support prefabricated wood I-joists to a supporting wood member. See Table 15A for the IUS series hanger model numbers, hanger dimensions, and required fasteners; and Table 15B for allowable loads. See Figures 15A, 15B, and 15C for drawings of a typical IUS hanger and a typical IUS hanger installation. 3.1.16 MIU Series Joist Hangers: The MIU series hangers are formed from No. 16 gage galvanized steel and are used to support prefabricated wood I-joists or other approved wood members. Other approved wood members must be laterally supported at the ends in accordance with Section 2308.8.6 of the 2024 IBC (Section 2308.4.6 of the 2021, 2018, 2015 and 2012 IBC) and Section R502.7 of the IRC. See Table 16 for the MIU series hanger model numbers, hanger dimensions, required fasteners, and allowable loads. See Figure 16A for a drawing of a typical MIU hanger and Figure 16B for a drawing of a typical MIU hanger installation. 3.1.17 DU, DHU and DHUTF Series Hangers: The DU, DHU and DHUTF series hangers are face-mount and top-flange hangers that are formed from either No. 14 gage or No. 12 gage galvanized steel. They are designed to transfer joist floor loads to a wood stud wall through two layers of 5/8-inch-thick (15.9 mm) gypsum board complying with ASTM C1396, and are installed using a combination of nails and Simpson Strong-Drive SDS series wood screws (SDS), which are addressed in ESR-2236. These hangers are installed after the two layers of 5/8” Type X gypsum board is installed and fastened using, at a minimum, the fastener schedule in Item 14-1.5 in IBC Table 721.1(2). See Table 17A for hanger dimensions and allowable loads. See Table 17B for fastener schedule. See Figure 17 for a drawing of the DU, DHU and DHUTF hangers and a typical installation. 3.1.18 CBH Series Hangers: The CBH series hangers are face-mounted and installed in inverted pairs. They are formed from No. 3 gage steel. They are used to support glulam beams or other approved wood members 12 ESR-2552 Page 4 of 34 and are installed using Simpson Strong-Drive SDS series wood screws (SDS), which are addressed in ESR-2236. See Table 18A & 18B for hanger dimensions, fastener schedules and allowable loads. See Figure 18 for a drawing of the CBH hangers and a typical installation. 3.1.19 ACBH and SCBH Series Hangers: The ACBH series hangers are aluminum and the SCBH series hangers are steel. The ACBH and SCBH series hangers are face-mounted and installed in inverted pairs. They are used to support glulam beams and are installed using Simpson Strong-Drive SDCF series wood screws, which are addressed in ESR-3046. See Table 19 for hanger dimensions, fastener schedules and allowable loads. See Figure 19 for drawings of the ACBH and SCBH hangers and a typical installation. 3.1.20 HSKP Series Hangers: The HSKP series hangers are factory welded with a No. 3 gage steel back plate, ½” steel bearing plate and a No. 3 gage steel (for HSKP5.75x14.5 and HSKP5.75x17.0) or 3/8” steel (for HSKP5.75x19.5) knife plate. The HSKP is installed using Simpson Strong-Drive SDCF series wood screws, which are addressed in ESR-3046. See Table 20 for model numbers, hanger dimensions, fasteners shedules, allowable loads and installation instructions. See Figure 20 for hanger drawings, typical installation and bearing area requirements for the carried members. 3.2 Materials: 3.2.1 Hanger Material: All hangers described in this report, with the exception of the CBH, ACBH, SCBH, HSKP, HTU, HGUS and HHGU series hangers, are manufactured from galvanized steel complying with ASTM A653, SS designation, Grade 33, with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 45,000 psi (310 MPa). The HTU and HGUS series hangers are manufactured from galvanized steel complying with ASTM A653, SS designation, Grade 40, with a minimum yield strength, Fy, of 40,000 psi (276 MPa) and a minimum tensile strength, Fu, of 55,000 psi (379 MPa). The HHGU and CBH series hangers are manufactured from nongalvanized steel complying with ASTM A1011 SS, Grade 33, with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 52,000 psi (358 MPa). The stud of the CBH hangers is manufactured from nongalvanized steel complying with ASTM A108 Grade 1018 with a minimum yield strength, Fy, of 70,000 psi (483 MPa) and a minimum tensile strength, Fu, of 80,000 psi (552 MPa). The ACBH series hangers are manufactured from ASTM B221 6061-T6 aluminum with a minimum yield strength, Fy, of 38,000 psi (262 MPa) and a minimum tensile strength, Fu, of 44,000 psi (303 MPa). The SCBH series hangers are manufactured from nongalvanized steel complying with ASTM A572, Grade 50 with minimum yield strength, Fy, of 50,000 psi (345 MPa) and a minimum tensile strength, Fu, of 65,000 psi (448 MPa). The HSKP series hanger is manufactured from three components: a back plate, a bearing plate and a knife plate. The HSKP back plate and knife plate are manufactured from nongalvanized steel complying with ASTM A1011 SS, Grade 33, with a minimum yield strength, Fy, of 33,000 psi (227 MPa) and a minimum tensile strength, Fu, of 52,000 psi (358 MPa). The HSKP bearing plate is manufactured from nongalvanized steel complying with ASTM A572, Grade 50, with a minimum yield strength, Fy, of 50,000 psi (345 MPa) and a minimum tensile strength, Fu, of 65,000 psi (448 MPa). Exception: The HSKP5.75x19.5 knife plate component is manufactured from nongalvanized steel complying with ASTM A36 with a minimum yield strength, Fy, of 36,000 psi (248 MPa) and a minimum tensile strength, Fu, of 58,000 psi (400 MPa). Base-metal thicknesses for the hangers in this report are as follows: NOMINAL THICKNESS (gage No. or inch) MINIMUM BASE-METAL THICKNESS (inch) For SI: 1 inch = 25.4 mm. 13 ESR-2552 Page 5 of 34 The thickness of the installed pairs of CBH, ACBH, and SCBH series hangers are shown in the applicable figures in this report. With the exception of the CBH and SCBH hangers, the galvanized zinc coating for the steel hangers in Section 3.1 conforms to ASTM A924 and ASTM A653 with a G90 designation. Some models of these hangers (designated with a model number ending with Z) are available with a G185 zinc coating specification in accordance with ASTM A653. Some models (designated with a model number ending with HDG) are available with a hot-dip galvanization, also known as “batch” galvanization, in accordance with ASTM A123, with a minimum specified coating weight of 2.0 ounces of zinc per square foot of surface area (600 g/m2), total for both sides. With the exception of the LUCZ, model numbers in this report do not include the Z or HDG ending, but the information shown applies. The CBH series hanger product is available with an electrogalvanized finish in accordance with ASTM B633 or with a hot-dip galvanized finish in accordance with ASTM A123 (designated with a model number ending with HDG). The SCBH series hanger product has an electrogalvanized finish in accordance with ASTM B633. The lumber treater or holder of this report (Simpson Strong-Tie Company) should be contacted for recommendations on minimum corrosion resistance of steel connectors in contact with the specific proprietary preservative treated or fire retardant treated lumber. 3.2.2 Wood: Wood headers/beams and columns to which the connectors are fastened must be either sawn lumber, structural glued-laminated timber, or engineered lumber having a minimum specific gravity of 0.50 (minimum equivalent specific gravity of 0.50 for engineered lumber), and having a maximum moisture content of 19 percent (16 percent for engineered lumber) except as noted in Section 4.1. The thickness of the supporting wood member (header) must be equal to or greater than the length of the fasteners specified in the tables in this report, or as required by wood member design, whichever is greater. Supported wood members that are prefabricated wood I-joists or SCL must be addressed in a current evaluation report, which will specify the allowable shear capacity and allowable reactions at supports for the proprietary engineered wood lumber. When required, web stiffeners for prefabricated wood I-joists must comply with specifications noted in the applicable evaluation report for the I-joists. The hangers described in this evaluation report may support I-joists having a current ICC-ES evaluation report. The evaluation report for the prefabricated wood I-joist must specify a minimum bearing length that is equal to or less than the hanger bearing length. When the hangers are used to support prefabricated wood I-joists, joist end reactions must not exceed the allowable joist end reaction per the I-joist manufacturer’s code report. For installation with engineered wood members, minimum allowable fastener spacing and end and edge distances, as specified in the applicable evaluation report for the engineered wood product, must be met. 3.2.3 Fasteners: Nails used for hangers described in this report must comply with ASTM F1667 and have the following minimum fastener dimensions and bending yield strengths (Fyb): FASTENERS SHANK DIAMETER NAIL LENGTH Fyb 10d × 11/2 0.148 11/2 90,000 10d 0.148 3 90,000 16d × 21/2 0.162 21/2 90,000 16d 0.162 31/2 90,000 For SI: 1 inch = 25.4 mm, 1 psi = 6.895 kPa. Unless otherwise indicated, fasteners listed in this report as 10d and 16d are 10d common and 16d common nails, respectively. Some of the hangers and concealed beam hangers (CBH) described in this report are attached to the wood members using Simpson Strong-Drive SDS series wood screws addressed in ESR-2236. Other concealed beam hangers (ACBH and SCBH) and HSKP hangers described in this report are attached to wood members using SDCF Strong-Drive wood screws addressed in ESR-3046. Fasteners used in contact with preservative treated or fire retardant treated lumber must comply with Section 2304.10.6 of the 2024 and 2021 IBC, Section 2304.10.5 of the 2018 and 2015 IBC, Section 2304.9.5 of the 2012, and applicable sections of the IRC. The chemical treatment manufacturer or this report holder (Simpson Strong-Tie Company) should be contacted for recommendations on minimum corrosion resistance of fasteners and connection capacities of fasteners used with the specific proprietary preservative treated or fire retardant treated lumber. 14 ESR-2552 Page 6 of 34 4.0 DESIGN AND INSTALLATION 4.1 Design: The tabulated allowable loads shown in this report are based on allowable stress design (ASD) and include the load duration factor, CD, corresponding with the applicable loads in accordance with the National Design Specification (NDS) for Wood Construction. Tabulated allowable loads apply to products connected to wood used under dry conditions and where sustained temperatures are 100ºF (37.8ºC) or less. When products are installed to wood having a moisture content greater than 19 percent (16 percent for engineered wood products), or where wet service is expected, the allowable loads must be adjusted by the wet service factor, CM, specified in the NDS. When connectors are installed in wood that will experience sustained exposure to temperatures exceeding 100ºF (37.8ºC), the allowable loads in this report must be adjusted by the temperature factor, Ct, specified in the NDS. Connected wood members must be analyzed for load-carrying capacity at the connection in accordance with the NDS and the applicable evaluation report for engineered wood products. 4.2 Installation: Installation of the connectors must be in accordance with this evaluation report and the manufacturer’s published installation instructions. In the event of a conflict between this report and the manufacturer’s published installation instructions, this report governs. 5.0 CONDITIONS OF USE: The Simpson Strong-Tie face-mount hangers described in this report comply with, or are suitable alternatives to what is specified in, those codes listed in Section 1.0 of this report, subject to the following conditions: 5.1 The connectors must be manufactured, identified and installed in accordance with this report and the manufacturer’s published installation instructions. A copy of the instructions must be available at the jobsite at all times during installation. 5.2 Calculations showing compliance with this report must be submitted to the code official. The calculations must be prepared by a registered design professional where required by the statutes of the jurisdiction in which the project is to be constructed. 5.3 Adjustment factors noted in Section 4.1 and the applicable codes must be considered, where applicable. 5.4 Connected wood members and fasteners must comply, respectively, with Sections 3.2.2 and 3.2.3 of this report. 5.5 Use of connectors with preservative or fire retardant treated lumber must be in accordance with Section 3.2.1 of this report. Use of fasteners with preservative treated or fire retardant treated lumber must be in accordance with Section 3.2.3 of this report. 5.6 The face mount hangers are manufactured under a quality control program with inspections by ICC-ES. 6.0 EVIDENCE SUBMITTED 6.1 Data in accordance with the ICC-ES Acceptance Criteria for Joist Hangers and Similar Devices (AC13), dated April 2024. 6.2 Tests and calculations in accordance with the ICC-ES Acceptance Criteria for Dowel-Type Threaded Fasteners used in Wood (AC233), dated June 2023 (editorially revised June 2024). 7.0 IDENTIFICATION 7.1 The products described in this report are identified with a die-stamp or an adhesive label indicating the name of the manufacturer (Simpson Strong-Tie) the model number, and the number of an index evaluation report (ESR-2523) that is used as an identifier for the products addressed in this report. 7.2 The report holder’s contact information is the following: SIMPSON STRONG-TIE COMPANY INC. 5956 WEST LAS POSITAS BOULEVARD PLEASANTON, CALIFORNIA 94588 (800) 999-5099 www.strongtie.com jellis@strongtie.com 15 ESR-2552 Page 7 of 34 TABLE 1—ALLOWABLE LOADS FOR THE LU SERIES JOIST HANGERS MODEL No. W H B Header5 Joist CD = 1.6 LU24 19/16 31/8 11/2 4 2-10d x 11/2 240 465 555 530 630 570 655 LU26 19/16 43/4 11/2 6 4-10d x 11/2 540 695 835 800 950 860 1,030 LU28 19/16 63/8 11/2 8 6-10d x 11/2 850 930 1,110 1,065 1,180 1,145 1,180 LU210 19/16 713/16 11/2 10 6-10d x 11/2 850 1,160 1,390 1,330 1,580 1,430 1,615 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 1Refer to Figure 1 for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4LU Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 5The quantity of 10d or 16d common nails specified in the “Header” column under “Fasteners” is required to achieve the tabulated allowable loads shown in the Allowable Download “10d” or “16d” columns. 6Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE 1—LU SERIES HANGER (See Table 1) 16 ESR-2552 Page 8 of 34 TABLE 2—DIMENSIONS, NAILING SCHEDULES AND DESIGN VALUES FOR LUCZ SERIES HANGERS MODEL No. ALLOWABLE LOADS 2, 3, 4, 5 (lbf) W H Supporting Supported CD=1.60 CD =0.9 CD =1.0 CD =1.15 CD =1.25 CD =1.60 LUC26Z 19/16 43/4 4 - 10d x 11/2 LUC210Z 19/16 73/4 6 - 10d x 11/2 For SI: 1 inch = 25.4 mm, 1 pound = 4.45 N. 1Allowable loads correspond to installations where all pre-punched nail holes in the hanger are filled with nails. Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 2Tabulated allowable loads are for installations in wood members complying with Section 3.2.2 of this report. 3Tabulated loads must be selected based on the applicable load duration factor, CD, as permitted by the applicable building code. See Sections 4.1 and 4.2 for design and installation requirements. 4The maximum allowable gap between the joist end and the supporting member is 1/8 inch (3.2 mm). 5LUCZ series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to its vertical position is 0.125 inch (3.2 mm), for nominal 2x6 joists supported by the LUC26Z and nominal 2x10 joists supported by the LUC210Z. 6Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The tabulated allowable uplift loads must be reduced proportionally when other load durations govern. FIGURE 2LUCZ SERIES HANGER AND INSTALLATION DETAIL 17 ESR-2552 Page 9 of 34 TABLE 3—ALLOWABLE LOADS FOR THE U SERIES JOIST HANGERS MODEL No. DIMENSIONS1 (inches) FASTENERS2 (Quantity-Type) W H B Header5 Joist CD = 1.6 U24 1 9/16 31/8 2 4 2-10d x 11/2 240 490 575 550 650 590 705 U26 19/16 43/4 2 6 4-10d x 11/2 535 730 865 830 980 890 1,055 U210 19 13 1 9 7 1 9 3 1 5 1 1 1 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 1Refer to Figure 3 (this page) for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 4U Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 5The quantity of 10d or 16d common nails specified in the “Header” column under “Fasteners” is required to achieve the tabulated allowable loads shown in the Allowable Download “10d” or “16d” columns. 6Allowable uplift loads are for hangers installed with either 10d or 16d common nails into the supporting header/beam, and have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. FIGURE 3—U SERIES JOIST HANGER 18 ESR-2552 Page 10 of 34 TABLE 4—ALLOWABLE LOADS FOR THE HU HANGER SERIES MODEL NO. HANGER DIMENSIONS1 (inches) FASTENERS2 ALLOWABLE LOADS (lbf)2,3,4 (Quantity-Type) W H B Header Joist Uplift5 Download CD = 1.6 CD = 1.0 CD = 1.15 CD = 1.25 HU26 19/16 31/16 21/4 4-16d 2-10d x 11/2 305 595 670 720 1 4 1 2 8 2 2 HU214 101/8 12-16d 6-10d x 11/2 1,135 1,790 2,015 2,160 15 1 113/16 3 21/2 1 11 1 5 1 HU11 111/ 30-16d 10-10d x 11/ 1,795 4,465 4,705 4,810 HU14 1311/16 36-16d 14-10d x 11/2 1,795 5,055 5,275 5,420 21/8 3 16 21/2 1 2 2 23/8 16 21/2 2 HU3511 111/16 22-16d 10-10d x 11/2 1,795 3,275 3,695 3,970 1 1 1 1 1 29/16 3 21/2 1 HU36 53/ 8-16d 4-10d x 11/ 605 1,190 1,345 1,440 HU38 69/16 10-16d 4-10d x 11/2 605 1,490 1,680 1,800 7 8 1 2 8 2 8 2 HU316 141/8 20-16d 8-10d x 11/2 1,515 2,975 3,360 3,610 23/4 21/2 1 3 1 1 HU24-2 31/8 31/ 21/2 4-16d 2-10d 380 595 670 720 HU26-2 415/16 8-16d 4-10d 755 1,190 1,345 1,440 5 16 16 16 HU214-2 121/8 18-16d 8-10d 1,510 2,680 3,025 3,240 7 31/4 21/2 39/16 7 8 21/2 HU46 411/16 8-16d 4-10d 755 1,190 1,345 1,440 3 3 5 7 5 Please refer to next page for continuation of Table 4. 19 ESR-2552 Page 11 of 34 TABLE 4 (CONTINUED)—ALLOWABLE LOADS FOR THE HU HANGER SERIES MODEL NO. HANGER DIMENSIONS1 FASTENERS2 ALLOWABLE LOADS (lbf)3,4,5 W H B Header Joist 6 HU4.12/9 41/8 5 21/2 HU4.12/11 105/16 22-16d 10-10d 1,795 3,275 3,695 3,970 HU4.28/9 49/32 9 21/2 18-16d 8-10d 1,515 2,680 3,020 3,250 411/16 9 21/2 HU212-3 93/4 16-16d 6-10d 1,135 2,385 2,690 2,880 HU214-3 121/16 18-16d 8-10d 1,510 2,680 3,025 3,240 7 8 43/4 21/2 HU3514-2 131/4 18-16d 8-10d 1,515 2,680 3,020 3,250 HU3516-2 151/4 26-16d 12-10d 1,795 3,870 4,365 4,695 1 4 51/8 13 21/2 5 HU314-2 125/8 18-16d 8-10d 1,510 2,680 3,020 3,250 HU5.125/12 51/4 101/4 21/2 22-16d 8-16d 1,515 3,275 3,695 3,970 1 4 7 51/2 3 21/2 HU68 513/16 10-16d 4-16d 895 1,490 1,680 1,800 HU610 75/8 14-16d 6-16d 1,345 2,085 2,350 2,520 3 8 5 3 HU210-4 61/8 83/8 21/2 14-16d 6-16d 1,345 2,085 2,350 2,520 HU410-2 71/8 89/16 21/2 18-16d 8-16d 1795 2680 3020 3250 13 16 7 71/2 5 21/2 HU810 83/8 14-16d 6-16d 1,345 2,085 2,350 2,520 HU812 101/8 16-16d 6-16d 1,345 2,385 2,690 2,880 7 8 5 For SI: 1 inch = 25.4 mm, 1 lbf = 4.45 N. 1Refer to Figures 4A and 4B for definitions of hanger nomenclature (W, H, B). 2Refer to Section 3.2.3 of this report for nail sizes and required minimum physical properties. 3HU series hangers with widths (W) equal to or greater than 29/16 inches (65 mm) are available with header flanges turned in (concealed) and are identified with the model designation HUC#. See Figure 4B. 4Tabulated allowable loads must be selected based on duration of load as permitted by the applicable building code. 5HU Series hangers provide torsional resistance, which is defined as a moment of not less than 75 pounds (334 N) times the depth of the joist at which the lateral movement of the top or bottom of the joist with respect to the vertical position of the joist is 0.125 inch (3.2 mm). The height, H, of the joist hanger must be at least 60 percent of the height of the joist unless additional lateral restraint is provided, as designed by others. 6Allowable uplift loads have been increased for wind or earthquake loading with no further increase allowed. The allowable uplift loads must be reduced when other load durations govern. 20 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:(N) 4X8 Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2018 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design Douglas Fir-Larch (North) No. 1/No. 2 850.0 850.0 1,400.0 625.0 1,600.0 580.0 180.0 500.0 30.590 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 2018 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Point Load : D = 0.30 k @ 4.0 ft, (MECH UNIT) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.236: 1 Load Combination D Only Span # where maximum occurs Span # 1 Location of maximum on span 4.000 ft 8.87 psi= = 994.50 psi 4x8Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination D Only = = = 162.00 psi== Section used for this span 4x8 Maximum Shear Stress Ratio 0.055 : 1 0.000 ft= = 234.82 psi Maximum Deflection 0 <360 3070 Ratio =0 <180 Max Downward Transient Deflection 0 in 0Ratio =<360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.031 in Ratio =>=180 Max Upward Total Deflection 0 in fb: Actual Fb: Allowable fv: Actual Fv: Allowable n/a n/a Span: 1 : D Only n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C i C LCCCCF/V mr td Shear ValuesMax Stress Ratios M CV fbM fvF'b V F'vSegment Length D Only 0.00 0.00 0.000.00 1.00Length = 8.0 ft 1 0.236 0.055 0.90 1.300 1.00 1.00 1.00 0.60 234.82 994.50 0.15 162.001.00 8.87 1.00+0.60D 1.300 1.00 1.00 1.00 0.00 0.00 0.001.00 0.00 1.00Length = 8.0 ft 1 0.080 0.018 1.60 1.300 1.00 1.00 1.00 0.36 140.89 1768.00 0.09 288.001.00 5.32 . Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections D Only 1 0.0313 4.000 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Overall MAXimum 0.150 0.150 Overall MINimum 0.090 0.090 D Only 0.150 0.150 21 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:(N) 4X8 Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS +0.60D 0.090 0.090 . 22 Wood Beam LIC# : KW-06013093, Build:20.22.1.27 Grimm & Chen (c) ENERCALC INC 1983-2021 DESCRIPTION:(N) 4X8 Project File: cccm.ec6 Project Title: Engineer: Project ID: Project Descr: 23 3800 S. FAIRVIEW ST.SANTA ANA INSTALL NEW NON-BEARING WALL, REPLACE-IN-KIND EXSITING HVAC UNIT, & INSTALL NEW OUTLETS X X X X X X X X X X FT FT F. TONY TORRES 714 780-2873 11 04 2025 D 1 1 ACB 2 2 402 (E) 5-1/8 x25 GLB (E ) 4 X 1 2 P U R L I N @ 8 ' O . C . TY P PROPOSED 5 TON UNIT (MAX WT 500#) ATTACHMENT & CURB BY OTHERS GR I M M & C H E N S T R U C T U R A L EN G I N E E R S I N C . 17 5 0 0 R E D H I L L A V E . S U I T E # 2 4 0 IR V I N E , C A 9 2 6 1 4 CC C M CA L V A R Y C H A P E L C O S T A M E S A - I N T E R I O R RE N O V A T I O N S CA L V A R Y C H A P E L C O S T A M E S A , 3 8 0 0 S F A I R V I E W S T , S A N T A A N A , C A 92 7 0 4 PARTIAL ROOF FRAMING PLAN N.T.S GENERAL CONTRACTOR SHALL FIELD VERIFY (E)FRAMING SIZE AND LOCATION. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF WORK. (N ) 1 - 3 / 4 x 1 1 - 7 / 8 L V L (N ) 1 - 3 / 4 x 1 1 - 7 / 8 L V L SK-A 09 / 2 7 / 2 0 2 5 (N) 4X8 SK-B NOTE: 1. ALL DF MEMBER TO BE #1. 2. ALL LVL TO HAVE Fb = 2900 PSI PER ESR - 1387. JOB #25-510 GR I M M + C H E N ST R U C T R U A L EN G I N E E R I N G I N C . 17 5 0 0 R E D H I L L A V E . S U I T E # 2 4 0 IR V I N E , C A 9 2 6 1 4 CC C M CA L V A R Y C H A P E L C O S T A M E S A - I N T E R I O R R E N O V A T I O N S 38 0 0 S F A R I V I E W S T . SA N T A A N A , C A 9 2 7 0 4 JOB #25-510 SHEET NUMBER S1.0 ISSUES AND REVISIONS 11/10/2025 BUILDING DEPARTMENT SUBMITTAL 03/03/2026 PLAN CHECK COMMENTS CORRECTION 1 S2.0 2 S2.0 3 S2.0 4 S2.0 PER DETAIL 4/S2.0 1 1 1 1 1 GR I M M & C H E N S T R U C T U R A L EN G I N E E R S I N C . 17 5 0 0 R E D H I L L A V E . S U I T E # 2 4 0 IR V I N E , C A 9 2 6 1 4 SK-A CC C M CA L V A R Y C H A P E L C O S T A M E S A - I N T E R I O R RE N O V A T I O N S CA L V A R Y C H A P E L C O S T A M E S A , 3 8 0 0 S F A I R V I E W S T , S A N T A A N A , C A 92 7 0 4 09 / 2 7 / 2 0 2 5 SKB SK-B JOB #25-510 SK-C SKB (E) CONC TILT UP WALL (E) WOOD LEDGER PROVIDE (N) 8" DEEP NAILER TO MATCH (E) LEDGER - 12" LONG W/ (2) 1/2" EPOXY ANCHOR OR TITEN HD ANCHOR 4" MIN GR I M M + C H E N ST R U C T R U A L EN G I N E E R I N G I N C . 17 5 0 0 R E D H I L L A V E . S U I T E # 2 4 0 IR V I N E , C A 9 2 6 1 4 CC C M CA L V A R Y C H A P E L C O S T A M E S A - I N T E R I O R R E N O V A T I O N S 38 0 0 S F A R I V I E W S T . SA N T A A N A , C A 9 2 7 0 4 JOB #25-510 SHEET NUMBER S2.0 ISSUES AND REVISIONS 11/10/2025 BUILDING DEPARTMENT SUBMITTAL 03/03/2026 PLAN CHECK COMMENTS CORRECTION NOTES: 1. IF AN EPOXY ANCHOR IS USED, SPECIFY HILTI HIT-RE 500 V3 (ICC ESR-3814) OR SIMPSON SET-3G (ICC ESR-4057). FOR SCREW ANCHORS, USE SIMPSON TITEN HD (ICC ESR-2713). SCREW 2/- 2/- (N)SIMPSON STRONG-TIE LTP4 SEE DETAIL 1/-- DETAIL DETAIL (N)ROOF MOUNTED EQUIPMENT BY OTHERS (470# MAX.) (E)ROOF CURB BY OTHERS (E)GLB PER PLAN (E)PLYWOOD SHEATHING PER PLAN (N)BEAM PER PLAN (N) 1/4" SDS @EACH CORNER AND MIDDLE OF CURB x 6" LONG (8 SDS TOTAL MIN.) 1 23 4 1 1 1 1 1 1 1 Grimm + Chen Structural Engineering, Inc …… 17500 Redhill Ave., Suite 240, Irvine, CA 92614 ……. (949) 250-3150 . S TRUCTURAL C ALCULATIONS G&C Job Number: 25-510 Calvary Chapel Costa Mesa – Interior Renovation Santa Ana, CA PC Comments Corrections March 3, 2026 TABLE OF CONTENTS PC Comments Response p.1 Anchorage Calculation PC. 1.1-1.12 PREPARED FOR: Visioneering Studios Arch 106 West 4th St., Suite 600 Santa Ana, CA 92701 Grimm + Chen Structural Engineering, Inc . 17500 Redhill Ave., Suite 240, Irvine, CA 92614 . (949) 250-3150 . RESPONSE TO PLAN CHECK COMMMENTS Date: March 3, 2026 Project: Calvary Chapel Costa Mesa – Interior Renovation Project No: 25-510 3800 S Fairview St. Santa Ana, CA Re: Response to Plan Check Comments No. Comment / Response Detail Ref. Attached Calc Page Original Calc Page WRITTEN COMMENTS/COMMENTS ON PLAN 24 Provide sheet numbers and labels for structural sheets. Confirmed. See revised drawings. 25 Verify if existing curb or new curb. Curb shall be detailed prior to approval. The existing curb is used, and the work is to remove and replace the old AC unit with the new one in the same location. 26 Equipment anchorage shall be engineered and detailed prior to approval. Confirmed. Please see attached PC1.1-1.12. See detail 4/S2.0. 4/S2.0 PC1.1- 1.12 27 Clear title block overlay. Confirmed. See revised drawings. 28 Provide connection between existing and new ledger. Confirmed. Provide Simpson strong-tie LTP4. See revised detail 3/S2.0 per comment. 3/S2.0 29 Specify epoxy product and ICC approval #. Confirmed. See revised detail 3/S2.0 per comment. 3/S2.0 30 Verify responsible party. Hanger shall be specified in approved drawings. Confirmed. See revised detail 2/S2.0 per comment. 2/S2.0 Should you have any questions or require further clarification please do not hesitate to call. 949-250-3150 ASCE Hazards Report Address: 3800 S Fairview St Santa Ana, California 92704 Standard:ASCE/SEI 7-16 Latitude:33.697595 Risk Category:III Longitude:-117.908937 Soil Class:D - Default (see Section 11.4.3) Elevation:35.3803827430646 ft (NAVD 88) Page 1 of 3https://ascehazardtool.org/Fri Feb 27 2026 PC 1.1 SS : 1.304 S1 : 0.468 F a : 1.2 F v : N/A SMS : 1.565 SM1 : N/A SDS : 1.043 SD1 : N/A T L : 8 PGA : 0.56 PGA M : 0.672 F PGA : 1.2 Ie : 1.25 C v : 1.361 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Fri Feb 27 2026 Page 2 of 3https://ascehazardtool.org/Fri Feb 27 2026 PC 1.2 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Fri Feb 27 2026 PC 1.3 ASCE Hazards Report Address: 3800 S Fairview St Santa Ana, California 92704 Standard:ASCE/SEI 7-16 Latitude:33.697595 Risk Category:III Longitude:-117.908937 Soil Class:D - Default (see Section 11.4.3) Elevation:35.3803827430646 ft (NAVD 88) Wind Results: Wind Speed 101 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1C and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Feb 27 2026 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 3% probability of exceedance in 50 years (annual exceedance probability = 0.000588, MRI = 1,700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 2https://ascehazardtool.org/Fri Feb 27 2026 PC 1.4 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 2 of 2https://ascehazardtool.org/Fri Feb 27 2026 PC 1.5 Project: Sheet: Location: Job No: Date: Engineer: C&C Wind Loads: Enclosed and Partially Enclosed Low -Rise Bldgs ASCE7-16 / Chapter 30 WIND PARAMETERS Risk Category =III (Table 1.5-1) Basic Wind Speed, V =101 mph (Fig. 26.5-1 & 26.5-2) Wind Directional Factor, Kd =0.85 (Table 26.6-1) Exposure Category =C (Section 26.7) Topographic Factor, Kzt =1.00 (Fig. 26.8-1) Ground Elevation, Ke = 1.00 (Table 26.9-1) Enclosure Classification =Enclosed (Section 26.10) Internal Pressure Coefficient, GCpi =+/- 0.18 (Table 26.11-1) Mean Roof Height, h =20 ft Top of parapet height, hp =20 ft Least Building Width, W =80 ft Building Length, L =100 ft Overhang, LOH =0 Width of end zone surface, a = 8 ft Roof Pitch x/12 = 0.25 / 12 Roof Angle, θ =1.2 deg XZ CCCM Renovation Santa Ana, CA 25-510 Fig. 1: BUILDING CONFIGURATION Page 1 PC 1.6 DESIGN LOADS ON ROOF & WALL (ASCE7-16 / Prov. 30.3) Height above ground level, z =20 ft Velocity Pressure Exposure Coefficient, Kh =0.90 Velocity Pressure at mean roof height qh = 0.00256 KhKztKdKeV2 =20.02 psf Roof Effective Area = 10 ft2 Wall Effective Area = 10 ft2 Minimum Design Wind Pressure = 16 psf (Prov. 30.2.2) Width, W 32 ft 12 ft 12 ft See Fig. 3 A Length, L 52 ft 12 ft 12 ft See Fig. 3 A Positive Negative Positive Negative Positive Negative Positive Negative GCp 0.30 -0.90 0.30 -1.70 0.30 -2.30 0.30 -3.20 p (psf)16.0 -21.6 16.0 -37.6 16.0 -49.6 16.0 -67.7 End Zone, a 8 ft 8 ft Positive Negative Positive Negative GCp 0.90 -0.99 0.90 -1.26 p (psf)21.6 -23.4 21.6 -28.8 Wall Pressure Zone 4 Zone 5 Roof Pressure (θ ≤ 7°) Zone 1' Zone 1 Zone 2 Zone 3 Fig. 2: WALL PRESSURE ZONES Fig. 3: ROOF PRESSURE ZONES Page 2 PC 1.7 DESIGN LOADS ON PARAPET (ASCE7-16 / Prov. 30.8) Height above ground level, zp =20 ft Parapet height, hp - h =0 ft Velocity Pressure Exposure Coefficient, Kp =0.90 Velocity Pressure at parapet height qp = 0.00256 KpKztKdV2 =20.02 psf Enclosure Classification =Enclosed Internal Pressure Coefficient, GCpi =+/- 0.18 Parapet Effective Area = 20 ft2 Zone 2 Zone 3 Negative Negative Positive Negative Positive Negative GCp -2.14 -2.88 0.95 -1.05 0.95 -1.29 p (psf)-46.5 -61.3 15.4 -24.6 15.4 -29.5 DESIGN LOADS ON ROOF TOP STRUCTURES & EQUIPMENT (ASCE7-16 / Prov. 30.10 & 29.4.1) Lateral Pressure = 1.9qh = 38.0 psf Vertical Pressure = 1.5qh = 30.0 psf DESIGN LOADS ON ATTACHED CANOPIES (ASCE7-16 / Prov. 30.11) Canopy Elevation, hc = 12 ft Velocity Pressure Exp. Corff., Kc =0.85 Pressure ratio = Kc/Kh = 0.94 Canopy Effective Area =10 ft2 Positive Negative Positive Negative GCp 0.80 -1.10 0.80 -0.80 p (psf)18.5 -17.3 18.5 -11.7 Net Downward Pressure = 30.1 psf Net Uplift Pressure = -35.8 psf Upper Surface Lower Surface Non-Corner Zone Corner Zone 39.9 44.9 Load Case B Parapet Pressure (psf) Zone 4 Load Case A Parapet Pressure (psf) Non-Corner Zone Corner Zone 61.8 76.6 Zone 5 Fig. 4: PARAPET LOAD CASE Page 3 PC 1.8 PHB4: Product Data Manufacturer reserves the right to change, at any time, specifications and designs without notice and without obligations. 8 Unit Dimensions - 36-60 A240009 PC 1.9 PC 1.10 02/27/26 CCCM RENOVATION ANCHORAGE CALCULATION SEISMIC FORCE: (ASCE 7-16 CHAP. 13) - SDS = 1.043 g - ap = 2.5 - Rp = 6.0 - Wo = 2.0 (AIR CONDITIONING UNITS) - Ip = 1.0 - Wp = 470 LB (SEE ATTACHED) Fp = (0.4)apSDSWp(1+2Z/h)/(Rp/Ip) = (0.4)(2.5)(1.043)(470)(1+0)/(6.0/1) = 82 LB Fp MAX = (1.6)SDSWpIp = (1.6)(1.043)(470)(1) = 784 LB Fp MIN = (0.3)SDSWpIp = (0.3)(1.043)(470)(1) = 147 LB Fp DESIGN = 147 LB Moverturn = Fp DESIGN(H) = (147)(62/12) = 760 LB-FT T/C = MOVERTURN/L = 760/(44/12) = 208 LB T/CONE BOLT = 208/2 = 104 LB XZ WIND FORCE: (ASCE 7-16 CHAP. 30) - WIND SPEED = 101 Vmph - WWALL = 38 PSF (SEE ATTACHED) VW = WWALLH2L/2/H = (38)(5.167)2(4)/2/5.167 = 393 LB > Fp DESIGN = 147 LB --> WIND GOVERN Moverturn = VW(H) = (393)(62/12) = 2031 LB-FT T/C = MOVERTURN/L = 2031/(44/12) = 554 LB T/CONE BOLT = 554/2 = 277 LB UPLIFT FORCE: (ASCE 7-16 CHAP. 2) T = (0.9-0.2SDS)D - WOE = [0.9 - (0.2)(1.043)](470/4) - (2.0)(104) = -127 LB T = 0.9D - 1.0W = (0.9)(470/4) - (1.0)(277) = -172 LB ROOF MOUNTED EQUIPMENT PC 1.11 !" # PC 1.12