Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
CITY PROJECT - 122 N Newhope St - REV 1 - Plan
PROJECT SITE W. 1ST ST. W 5TH ST. N N E W H O P E S T . N THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1 1/2" = 1'-0" 07/08/24 GEN-1 PROJECT INFORMATION & SHEET INDEX 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SVA ARCHITECTS IS THE DESIGNATED ARCHITECT OF RECORD AS REQUIRED BY THE STATE OF CALIFORNIA. THE ARCHITECT OF RECORD SHALL REVIEW SUBMITTALS AND COORDINATE SUBMITTALS AND DEFERRED SUBMITTALS THROUGH THE BUILDING DEPARTMENT DEFERRED SUBMITTALS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT. THE BUILDING DEPARTMENT SHALL BE NOTIFIED IN WRITING BY THE OWNER IF THE ARCHITECT OF RECORD IS CHANGED OR IS UNABLE TO CONTINUE TO PERFORM THE DUTIES. THE OWNER SHALL DESIGNATE A SUBSTITUTE ARCHITECT OR ENGINEER OF RECORD WHO SHALL PERFORM ALL OF THE DUTIES REQUIRED OF THE ORIGINAL ARCHITECT OF RECORD. REVIEW AND COMMENT ON SUBMITTALS AND DEFERRED SUBMITTALS SHALL NOT RELIEVE THE AUTHOR OF THE DOCUMENTS OR THE CONTRACTOR FROM COMPLIANCE WITH ALL APPLICABLE CODES AND THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. THE REVIEW IS ONLY FOR GENERAL CONFORMANCE WITH THE DESIGN CONCEPT OF THE PROJECT AND GENERAL COMPLIANCE WITH INFORMATION GIVEN IN THE CONTRACT DOCUMENTS. THE CONTRACTOR IS RESPONSIBLE FOR CONFIRMING AND CORRELATING ALL QUANTITIES AND DIMENSIONS, SELECTING FABRICATION PROCESSES AND TECHNIQUES OF CONSTRUCTION, COORDINATING HIS WORK WITH THAT OF OTHER TRADES, AND PERFORMING HIS WORK IN A SAFE AND SATISFACTORY MANNER. PROJECT ADDRESS: 122 N NEWHOPE ST. SANTA ANA, CA 92703 PROJECT DESCRIPTION: REPLACE ALL FLOORING, REMODEL FRONT DESK, REPLACE FIXTURES, MAKE BOTH STOREFRONT ACCESS POINTS ADA COMPLIANT, REMODEL STOREFRONT, REPLACE WINDOWS AND RUSTY SCREENS, REMOVE ORIGINAL FACADE, EXPAND MEDIA CENTER, REPLACE DRINKING FOUNTAINS, RENOVATE INTERIORS, REPLACE OLD CABINETS IN KITCHEN/BREAK AREA, UPDATE VIDEO SURVEILLANCE SYSTEM, REMODEL RESTROOMS TO CBC STANDARDS, REPLACE OUTDATED SHELVING, REPLACE EXISTING ROOF. CODE ANALYSIS OCCUPANCY GROUP: TYPE OF CONSTRUCTION: OCCUPANT LOADS: TOTAL BUILDING AREA: (E) FIRE SPRINKLERS: (N) PROPOSED SPRINKLERS: OWNER CITY OF SANTA ANA PUBLIC WORKS AGENCY 20 CIVIC CENTER PLAZA P.O. BOX 1988 SANTA ANA, CALIFORNIA 92702 MICHELLE CABANAS P:714.647.5732 GENERAL CONFORMANCE STATEMENT ARCHITECT OF RECORD APPLICABLE CODES PROJECT SUMMARY STATEMENT OF GENERAL CONFORMANCE THE DRAWINGS OR SHEETS LISTED IN THE INDEX ON THIS SHEET HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE LICENSED AND/OR AUTHORIZED TO PREPARE SUCH DRAWINGS IN THIS STATE. IT HAD BEEN EXAMINED BY ME FOR: 1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS AND THE PROJECT SPECIFICATIONS PREPARED BY ME 2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THE PROJECT. THIS STATEMENT OF GENERAL CONFORMANCE "SHALL" NOT BE CONSTRUED AS RELIEVING ME OF MY RIGHTS, DUTIES AND RESPONSIBILITIES UNDER SECTION 4-336, 4-341 AND 4-344 OF TITLE 24, PART 1 (TITLE 24, PART 1 SECTION 4-317) (B)) I CERTIFY THAT ALL DRAWINGS OR SHEETS LISTED IN THE INDEX ON THIS SHEET (CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, FIRE PROTECTION AND THEATRICAL) ARE IN GENERAL CONFORMANCE AND HAVE BEEN COORDINATED. 1. ALL WORK SHALL CONFORM TO TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 2. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A CHANGE ORDER APPROVED BY THE CITY OF SANTA ANA'S BUILDING DEPARTMENT 3. A PROJECT INSPECTOR EMPLOYED BY THE DISTRICT (OW NER) AND APPROVED BY THE CITY OF SANTA ANA SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART 1, TITLE 24, CCR: CLASS 1. 4. A COPY OF CCR TITLE 24, PARTS 1 THROUGH 5 MUST BE KEPT ON SITE DURING CONSTRUCTION. GENERAL NOTES DEFERRED APPROVALS THE FOLLOWING ITEMS ARE DESIGN-BUILD SYSTEMS AND WILL BE A DEFERRED SUBMITTAL BY THE CONTRACTOR AT A LATER DATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING AND CALCULATIONS FOR APPLICABLE ITEMS. THE CONTRACTOR SHALL RETAIN THE SERVICES OF A CIVIL OR STRUCTURAL ENGINEER WHO SHALL BE RESPONSIBLE FOR THE DESIGN. THE CONTRACTOR SHALL SUBMIT CALCULATIONS AND SHOP DRAWINGS TO THE ARCHITECT OF RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE CITY OF SANTA ANA'S BUILDING DEPARTMENT WITH NOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT: 1. USA SHADE: REAR SHADE STRUCTURE @ PATIO WILL BE AN OWNER FURNISHED, OWNER INSTALLED ITEM. CONTRACTOR SHALL COORDINATE SCHEDULED WORK WITH USA SHADE 2. 3FORM, LIBRARY SIGNAGE @ ENTRANCE 3. FIRE ALARM SYSTEM DESIGN, SIGNAGE, AND EQUIPMENT LOCATIONS 4. COLD FORM FRAMING 5. STOREFRONT SYSTEM & GLAZED ENTRANCE SYSTEMS GOVERNING AGENCIES PROJECT DIRECTORY LOCAL FIRE AUTHORITY ORANGE COUNTY FIRE AUTHORITY 501 N NEWHOPE ST. SANTA ANA, CA 92703 P: 714.573.6000 SHEET INDEX ARCHITECT SVA ARCHITECTS 6 HUTTON CENTRE DRIVE, SUITE 1150 SANTA ANA,CA 92707 CONTACT: MEL TAN P: 949.809.3380 VICINITY MAP THIS PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE AND LOCAL CODES INCLUDING, BUT NOT LIMITED TO, THE FOLLOWING: FEDERAL: 2010 AMERICANS WITH DISABILITIES ACT (ADA) ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES (ADAAG) STATE OF CALIFORNIA PARTIAL LIST OF APPLICABLE CODES AS OF JAN 1, 2023 2022 BUILDING STANDARDS ADMINISTRATIVE CODE CALIFORNIA CODE OF REGULATIONS (CCR) PART 1, TITLE 24 C.C.R. 2022 CALIFORNIA BUILDING CODE (CBC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 2 (2018 INTERNATIONAL BUILDING CODE WITH THE INTERNATIONAL CODE COUNCIL WITH CALIFORNIA AMENDMENTS) 2022 CALIFORNIA ELECTRICAL CODE (CEC) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 3 (2018 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA) 2022 CALIFORNIA MECHANICAL CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 4 (2018 UNIFORM MECHANICAL CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 CALIFORNIA PLUMBING CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 5 (2018 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF THE PLUMBING AND MECHANICAL OFFICIALS, IAPMO) 2022 CALIFORNIA ENERGY CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 6 2022 CALIFORNIA FIRE CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 9 (2018 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL) 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CAL GREEN CODE) CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 11 2022 CALIFORNIA REFERENCED STANDARDS CODE CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 24, PART 12 PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS CALIFORNIA CODE OF REGULATIONS (CCR) TITLE 19 CITY OF SANTA ANA MUNICIPAL CODE PARTIAL LIST OF APPLICABLE STANDARDS: 2022 BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35 NFPA 17 DRY CHEMICAL EXTINGUISHING SYSTEMS 2021 EDITION NFPA 72 NATIONAL FIRE ALARM CODE 2022 EDITION NFPA 2001 CLEAN AGENT FIRE EXTINGUISHING SYSTEMS 2022 EDITION UL 464 AUDIBLE SIGNAL APPLIANCES 2017 EDITION UL 521 HEAT DETECTORS FOR FIRE PROTECTION SIGNAL 2021 EDITION SYSTEMS UL 1971 SIGNLAING DEVICES FOR THE HEARING IMPAIRED 2018 (R2010) ARCHITECTURAL A01.1 SITE DEMOLITION PLAN A01.2 SITE IMPROVEMENT PLAN A01.3 ENLARGED SITE PLANS A01.4 SITE DETAILS A10.0 RCP AND FLOOR DEMOLITION PLANS A11.0 RCP AND FLOOR IMPROVEMENT PLAN A12.1 FURNITURE IMPROVEMENT PLAN A13.0 ROOF IMPROVEMENT AND DEMOLITION PLANS A14.0 ROOF DETAILS A14.1 ROOF DETAILS A21.1 EXTERIOR ELEVATIONS A21.2 EXTERIOR ELEVATIONS A21.3 PATIO ELEVATIONS A31.1 BUILDING SECTIONS A31.2 ENLARGED PLANS AND INTERIOR ELEVATIONS A31.3 ENLARGED PLANS AND INTERIOR ELEVATIONS A31.4 ENLARGED PLANS AND INTERIOR ELEVATIONS A50.1 INTERIOR FINISH SCHEDULE A52.1 DOOR & WINDOW SCHEDULE A52.2 DOOR & WINDOW DETAILS A61.1 WALL TYPES - WOOD STUD A62.0 STOREFRONT DETAILS A62.1 STOREFRONT DETAILS A62.2 STOREFRONT SCHEDULE A62.3 CONNECTION DETAILS A62.4 ENTRY SIGNAGE DETAILS A62.5 PATIO GATE DETAILS A64.3 CEILING DETAILS - ACOUSTICAL TILE A64.4 CEILING & OPENING DETAILS A64.5 LINE OF SIGHT DIAGRAM CITY OF SANTA ANA NEWHOPE LIBRARY MODERNIZATION 122 N NEWHOPE ST, SANTA ANA, CA 92703 GENERAL GEN-1 PROJECT INFORMATION & SHEET INDEX GEN-2 GENERAL NOTES GEN-3 CONSTRUCTION ASSEMBLY NOTES AND REQUIREMENTS GEN-4 GENERAL ACCESSIBILITY GEN-5 CODE ANALYSIS PLAN GEN-6 PROJECT COMPLIANCE SIGNAGE MECHANICAL M001 MECHANICAL LEAD SHEET M002 MECHANICAL SCHEDULES M003 MECHANICAL TITLE 24 COMPLIANCE M11.1 MECHANICAL EXISTING FLOOR PLAN DEMOLITION M11.2 MECHANICAL FLOOR PLAN M40.6 MECHANICAL ROOF PLAN M40.7 MECHANICAL EXISTING ROOF PLAN DEMOLITION M50.1 MECHANICAL DETAILS M60.1 MECHANICAL CONTROLS M60.2 MECHANICAL CONTROLS MP11.2 MECHANICAL REFRIGERANT PIPING FLOOR PLAN PLUMBING P001 GENERAL NOTES, LEGEND AND SCHEDULE P11.1 PLUMBING DEMOLITION FLOOR PLAN P11.2 PLUMBING FLOOR PLAN - WASTE & VENT P11.3 PLUMBING FLOOR PLAN - WATER P40.6 PLUMBING ROOF PLAN P50.0 DETAILS FIRE ALARM FA0.1 FIRE ALARM SPECS/ SYMBOLS LIST FA11.1 FIRE ALARM PLAN ELECTRICAL E0.0 ELECTRICAL SYMBOL LIST E11.1 DEMOLITION FLOOR PLAN E11.2 POWER PLAN E20.1 LIGHTING PLAN E30.1 ROOF PLAN E40.1 SINGLE LINE DIAGRAM E40.2 ELECTRICAL ENLARGED PLANS E40.3 PANEL SCHEDULE E50.1 LIGHTING FIXTURE SCHEDULE E50.2 SEQUENCE OF OPERATIONS E50.3 DISTRIBUTED LIGHTING CONTROL SPECIFICATIONS E50.4 DISTRIBUTED LIGHTING CONTROL SCHEDULE & PRODUCT SPECS E50.5 TITLE 24 - INTERIOR E50.6 TITLE 24 - EXTERIOR E60.1 DETAILS E60.2 DETAILS - FLOOR BOXES E60.3 DETAILS - SURFACE MOUNTED RACEWAY AUDIOVIUSAL AV0.1 AUDIOVISUAL LEAD SHEET AV1.1 AUDIOVISUAL FLOOR PLAN AV2.1 AUDIOVISUAL RCP AV4.1 AUDIOVISUAL ENLARGED PLAN - MULTIPURPOSE ROOM AV4.2 AUDIOVISUAL ENLARGED PLAN - INNOVATION CENTER AV4.3 AUDIOVISUAL ENLARGED PLAN - MEDIA CENTER AV52.1 AUDIOVISUAL DETAILS AV52.2 AUDIO VISUAL BLOCK DIAGRAMS TECHNOLOGY T0.1 TECHNOLOGY LEAD SHEET T11.1 TECHNOLOGY DEMOLITION FLOOR PLAN T11.2 TECHNOLOGY FLOOR PLAN T40.3 TECHNOLOGY RCP T40.8 TECHNOLOGY ENLARGED PLANS T52.1 TECHNOLOGY DETAILS T52.2 TECHNOLOGY DETAILS T52.3 TECHNOLOGY BLOCK DIAGRAMS STRUCTURAL S0.1 GENERAL NOTES S0.2 GENERAL NOTES S1.1 TYPICAL DETAILS S1.2 TYPICAL DETAILS S2.1 FOUNDATION & FRAMING PLAN S2.2 ROOF FRAMING PLAN S3.1 FOUNDATION DETAILS S4.1 FRAMING DETAILS STRUCTURAL VCA ENGINEERS 2151 MICHELSON DRIVE, SUITE #240 IRVINE, CA 92612 CONTACT: NOAH PARK P: 949.679.0870 MECHANICAL TK1SC 11870 PIERCE ST, SUITE 160 RIVERSIDE, CA. 92505 CONTACT: DAVID MITCHELL P: 951.415.2051 ELECTRICAL TK1SC 11870 PIERCE ST, SUITE 160 RIVERSIDE, CA. 92505 CONTACT: NICK BRUNO P: 949.526.4886 PLUMBING TK1SC 11870 PIERCE ST, SUITE 160 RIVERSIDE, CA. 92505 CONTACT: RAMON CECENA P: 951.299.4204 BUILDING TECHNOLOGY SYSTEMS TK1SC 11870 PIERCE ST, SUITE 160 RIVERSIDE, CA. 92505 CONTACT: JEREMY BIRCH P: 951.299.4160 TOTAL SHEETS: 112 SHEETS CIVIL C-1.0 GENERAL NOTES, LEGENDS, AND ABBREVIATIONS C-1.1 EXISTING CONDITIONS CD-1.0 SITE DEMOLITION PLAN C-2.0 SITE CONTROL PLAN C-3.0 SITE GRADING PLAN C-4.0 MISCELLANEOUS DETAILS C-4.1 MISCELLANEOUS DETAILS C-4.2 MISCELLANEOUS DETAILS C-5.0 SITE CONTROL PLAN C-5.1 SITE CONTROL PLAN LANDSCAPE L5.001 LANDSCAPE IRRIGATION NOTES AND LEGEND L5.101 LANDSCAPE IRRIGATION PLAN L5.401 LANDSCAPE IRRIGATION DETAILS L6.001 LANDSCAPE PLANTING NOTES AND LEGEND L6.101 LANDSCAPE PLANTING PLAN L6.401 LANDSCAPE PLANTING DETAILS A V-B SEE GEN 5 3,685 SF NONE NONE PROPOSED ADDITIVE ALTERNATE ITEM #1: CONTRACTOR SHALL PROVIDE SEPARATE PRICING TO INCLUDE BOTH DEMOLITION AND NEW INSTALLATION OF THE FOLLOWING: •REMOVE EXISTING ASPHALT COMP ROOFING OVER THE CENTER HIGH ROOF •INSTALL NEW 5/8” DENSDECK PROTECTION BOARD ON TOP OF THE POLYISOINCURATE (PER SPEC 072800) •EXTEND THE PVC ROOFING MEMBRANE (PER SPEC 075310) UP AND OVER THE ENTIRE CENTER ROOF SO THAT THERE IS NOW ONE (1) ROOFING SYSTEM DESCRIPTION DATE 1 ASI #01 04/09/25 4 ASI #04 09/18/25 4 4 DETAIL REFERENCE DETAIL NUMBER 1 A101SHEET ON WHICH DETAIL IS SHOWN BUILDING SECTION REFERENCE SECTION NUMBER 1 A101SHEET ON WHICH SECTION IS SHOWN INTERIOR ELEVATION REFERENCE ELEVATION NUMBER 1 A101SHEET ON WHICH ELEVATION IS SHOWN EXTERIOR ELEVATION REFERENCE SHEET ON WHICH ELEVATION IS SHOWN A101 DOOR REFERENCE 101 WINDOW REFERENCE 1 REVISIONS 1REVISION NUMBER STOREFRONT REFERENCE WALL TYPES A1.6 GRIDLINE REFERENCE 1 TOILET ROOM ACCESSORY SYMBOL 1 MATERIAL REFERENCE 101 View Name 1/ A101 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1 1/2" = 1'-0" 07/08/24 GEN-2 GENERAL NOTES 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 ABBREVIATIONS A.B. ANCHOR BOLT (S) A.C. ASPHALT CONCRETE PAVING ACOUS ACOUSTIC AC. T. ACOUSTICAL TILE A.D. AREA DRAIN ADJ. ADJUSTABLE AGG AGGREGATE ALT. ALTERNATE ALUM. ALUMINUM APPROX. APPROXIMATE APT. APARTMENT ASPH. ASPHALT A.S.T.M. AMERICAN SOCIETY OF TESTING MATERIALS @ AT B.B BOTTOM OF BEAM BD. BOARD BLK. BLOCK BLK'G. BLOCKING BM. BEAM BOT. BOTTOM BDRM. BEDROOM BR. BROOM CAB. CABINET CPT. CARPET C.B. CATCH BASIN CEM. CEMENT CEM. PLAS. CEMENT PLASTER C. CENTER LINE CER. CERAMIC C.I. CAST IRON CIRC. CIRCULAR CLG. CEILING CLR. CLEAR C.M.T. CERAMIC MOSAIC TILE COMPC. COMPOSITION CONC. CONCRETE CONT. CONTINUOUS CTSK. COUNTERSUNK CU. FT. CUBIC FEET CU. IN. CUBIC INCH CU. YD. CUBIC YARD D. DRYER D.F. DOUGLAS FIR D.F. DRINKING FOUNTAIN DIA. DIAMETER DIM. DIMENSION DN. DOWN DR. DOOR D.S. DOWN SPOUT DSP. DRY STANDPIPE DUP. DUPLICATE DW. DISHWASHER DWGS. DRAWINGS E. EAST EA. EACH E.J. EXPANSION JOINT ELEVA. ELEVATOR ELEV. ELEVATION ENCL. ENCLOSURE EQ. EQUAL EQUIP. EQUIPMENT E.W.W.M. ELECTRIC WELDED WIRE MESH EXPN. EXPANSION EXP. EXPOSED EXT. EXTERIOR EXTR. EXTINGUISHER FHS FLAT HEAD SCREW F.A.U. FORCED AIR UNIT F.F. FINISH FLOOR F.G. FIXED GLASS FHWS FLAT HEAD WOOD SCREW FIN. FINISH FIXT. FIXTURE FLASH. FLASHING FLR FLOOR FLR'G FLOORING FLUOR. FLUORESCENT F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD F.O.W. FACE OF WALL F.P. FIRE PLACE F.S. FINISH SURFACE FREQ. FREQUENCY FT. FEET, FOOT FTG. FOOTING FXC FIRE EXTINGUISHER & CABINET GA. GAUGE GALV. GALVANIZED G.I. GALVANIZED IRON (STEEL) GUN. FUNITE GYP. GYPSUM GYP. BD. GYPSUM BOARD H.B. HOSE BIBB H.C. HOLLOW CORE HD DEAD H.M. HOWLLOW METAL HORIZ. HORIZONTAL HR. HOUR I. IRON I.D. INSIDE DIAMETER INC. INCORPORATED INSUL. INSULATION INT INTERIOR JT. JOINT JST. JOIST K. KITCHEN LAM. LAMINATED LAM. PLAS. LAMINATED PLASTIC LAV. LAVATORY LT. LIGHT LVR. LOUVER M.C. MEDICINE CABINET MECH. MECHANICAL MEMB. MEMBRANE MET. METAL MFG. MANUFACTURE M.H. MAN HOLE MIN. MINIMUM MIR. MIRROR MTG. MOUNTING MTL. METAL N. NORTH NAT. NATURAL N.I.C. NOT IN CONTRACT NO. NUMBER N.T.S. NOT TO SCALE O/ OVER O.C. ON CENTER O.D. OVERFLOW DRAIN OPP. OPPOSITE OV. OVEN OVHD. OVERHEAD PB. PUSHBUTTON PC PULL CHAIN PL PLATE P PROPERTY LINE PLAS. PLASTER PL. GLS. PLATE GLASS PLAST. PLASTER PLYWD. PLYWOOD PNL. PANEL PR. PAIR PRCST. PRECAST PREFAB. PREFABRICATED % [ERCEMT QRY. QUARRY QTY. QUANTITY RAD. RADIUS R. RISER R.A.G. RETURN AIR GRILLE RD. ROAD R.D. ROOF DRAIN RDWD. REDWOOD RECP. RECEPTABLE REF. REFERENCE REF. REFRIGERATOR REG. REGISTER REINF. REINFORCEMENT REQ'D REQUIRED RES. FLR. RESILIENT FLOORING RET. RETAINING RF. ROOF RF'G. ROOFING RM. ROOM RO. ROUGH R.O. ROUGH OPENING RUB. RUBBER R.B. RUBBER (RESILIENT) BASE S. SOUTH S.C. SOLID CORE S.D. STORM DRAIN SHT. SHEET SHT'G SHEATHING SIM. SIMILAR S&P SHELF AND POLE SPECS. SPECIFICATIONS SPRKL. SPRINKLER SQ. IN. SQUARE INCH SQ. FT. SQUARE FOOT ST. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SIM. SIMILAR S4S SMOOTH FOUR SIDES T TREAD T&B TOP AND BOTTOM T.B. TOP OF BEAM T.C. TOP OF CURB T.C. TOP OF CONCRETE T.G. TOP OF GRATE TEL TELEPHONE TEMP. TEMPERED T&G TONGUE AND GROOVE THK. THICK THRESH THRESHOLD T.P. TOP OF PAVING T.S. TOP OF SHEATHING T.W. TOP OF WALL TYP. TYPICAL UL UNDERWRITER'S LABEL ULT. ULTIMATE UNFIN. UNFINISHED U.R.F. UNDER ROOF FRAMING V.A.T. VINYL ASBESTOS TILE VENT. VENTILATOR VERT. VERTICAL VIT. VITREOUS VOL. VOLUME V.T. VINYL TILE W. WEST W/ WITH W.C. WATER CLOSET WD. WOOD W WIDE FLANGE (STEEL) W.G. WIRE GLASS W.H. WATER HEATER W.I. WROUGHT IRON W/O WITH OUT WP. WATERPROOFING WS WEATHERSTRIPPING W.S.P. WET STANDPIPE WT. WEIGHT YD. YARD ARCHITECTURAL SYMBOLS LEGENDGENERAL NOTES 1. SITE DEVELOPMENT A. GRADE AND DEVELOP SITE SUCH THAT ALL PRIMARY BUILDING ENTRANCES ARE ACCESSIBLE TO THE PHYSICALLY DISABLED FROM THE PUBLIC WAY AND DISABLED PARKING PROVIDED. B. ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS, FACILITIES AND SPACES ON THE SAME SITE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES SHALL BE ACCESSIBLE C. IF AN ACCESSIBLE ROUTE HAS A CHANGE IN LEVEL GREATER THAN 1/2", THEN A CURB RAMP, RAMP, ELEVATOR, OR PLATFORM LIFT SHALL BE PROVIDED. D. ALL WALKS, HALLS, CORRIDORS, AISLES, AND OTHER SPACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL PROVIDE A MINIMUM CLEAR WIDTH OF 48 INCHES AND A CLEAR HEIGHT OF 80 INCHES. 2. WALKS AND SIDEWALKS A. WALKS AND SIDEWALKS SUBJECT TO THESE REGULATIONS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF 48 INCHES IN WIDTH. B. ALL SIDEWALKS SHALL BE STABLE, FIRM AND SLIP RESISTANT. C. SURFACE CROSS SLOPES SHALL NOT EXCEED 1:48 (CBC 11B-403.3). D. WALKS, SIDEWALKS AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER POSSIBLE. GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN THE GRATING SHALL BE LIMITED TO 1/2" IN THE DIRECTION OF TRAFFIC FLOW. E. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE SHALL NOT EXCEED 1/2". WHEN CHANGES DO OCCUR, THEY SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2 EXCEPT THAT LEVELS NOT EXCEEDING 1/4" MAY BE VERTICAL. F. WHEN CHANGES IN LEVELS GREATER THAN 1/2" ARE NECESSARY THEY SHALL COMPLY WITH THE REQUIREMENTS FOR CURB RAMPS OR RAMPS AS REQUIRED. G. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" SQUARE AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATE THAT SWINGS AWAY FROM THE WALK. SUCH WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE WALK. H. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 5%, IT MUST COMPLY WITH THE PROVISIONS FOR PEDESTRIAN RAMPS (PER CBC 11B-405). I. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FEET IN LENGTH AT INTERVALS NOT EXCEEDING 400 FEET. 3. ENTRANCES AND DOORWAYS A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE DISABLED. B. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE "ISA" SIGN AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN WAYS. C. LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND ARE IN THE PATH OF TRAVEL, SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE. D. HAND ACTIVATED DOOR HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE THE FLOOR (CBC 11B-404.2.7). E. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE DIRECTION OF THE DOOR SWING AND A MINIMUM 44" SQUARE OPPOSITE THE DIRECTION OF DOOR SWING (48" IF THE DOOR HAS BOTH LATCH AND CLOSER). THE SQUARES SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE I BELOW FOR STRIKE SIDE REQUIREMENTS. F. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS AND THE PRIMARY ENTRANCE TO THE DWELLING UNIT. G THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER THAN 1:2. H. THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT SLIDING AND POCKET DOORS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. I. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS FOR EXTERIOR DOORS AND 5 LBS FOR INTERIOR DOORS, SUCH PULL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. THE AUTHORITY HAVING JURISDICTION MAY INCREASE THE MAXIMUM EFFORT TO OPERATE FIRE DOORS TO ACHIEVE POSITIVE LATCHING, BUT NOT TO EXCEED 15 LBS MAX. J. EXIT DOORS MUST OPEN FROM THE INSIDE WITHOUT A KEY, OR ANY SPECIAL KNOWLEDGE OR EFFORT. EXIT DOORS FROM BUILDINGS OR ROOMS SERVING 10 OR FEWER OCCUPANTS MAY HAVE A NIGHT LATCH, DEADBOLT OR SECURITY CHAIN, AS LONG AS THE DOORS CAN STILL BE OPENED FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE OR EFFORT. IN ADDITION, THESE DEVICES ARE NOT MOUNTED MORE THAN 48" ABOVE THE FLOOR. MANUALLY OPERATED EDGE BOLTS, SURFACE MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE PROHIBITED. WHEN EXIT DOORS ARE USED IN PAIRS AND AUTOMATIC FLUSH BOLTS ARE USED, THE DOOR LEAF WITH THE FLUSH BOLT MUST HAVE NO DOORKNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF MUST NOT REQUIRE MORE THAN ONE OPERATION. K. EVERY REQUIRED EXIT MUST BE LARGE ENOUGH TO PERMIT A DOOR AT LEAST 3'-0" WIDE BY 6'-8" HIGH. EXIT DOORS SHALL OPEN AT LEAST 90 DEGREES AND PROVIDE A CLEAR WIDTH OF AT LEAST 32". L. THRESHOLDS AT ALL EXTERIOR DOORS SHALL BE NO HIGHER THAN 1/2". SUCH THRESHOLDS SHALL BE BEVELED NO GREATER THAN 1:2. M. THE FLOOR LANDING IMMEDIATELY OUTSIDE THE ENTRY MAY BE SLOPED UP TO 1/8" PER FOOT IN THE DIRECTION AWAY FROM THE PRIMARY ENTRANCE FOR DRAINAGE. N. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS CLOSED POSITION. DOORS IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. 4. STAIRWAYS A. STAIRWAYS SHALL HAVE HANDRAILS ON EACH SIDE. STAIRWAYS SHALL HAVE INTERMEDIATE HANDRAILS WHERE REQUIRED SUCH THAT ALL PORTIONS OF THE STAIRWAY WIDTH REQUIRED FOR EGRESS CAPACITY ARE WITHIN 30 INCHES OF A HANDRAIL. INTERMEDIATE HANDRAILS SHALL BE SPACED AT EQUAL INTERVALS WITHIN THE WIDTH OF THE STAIRWAY AND BE CONTINUOUS FOR THE ENTIRE LENGTH. B. HANDRAILS MUST BE 34 TO 38 INCHES ABOVE THE NOSING OF THE TREADS AND MUST EXTEND IN THE DIRECTION OF THE STAIR RUN FOR AT LEAST 12" BEYOND THE TOP NOSING AND 12" PLUS THE TREAD WIDTH BEYOND THE BOTTOM NOSING. C. ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A NEWEL POST OR SAFETY TERMINAL. D. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF NOT LESS THAN 1-1/2- INCH BETWEEN THE WALL AND THE HANDRAIL. E. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4-INCHES NOR MORE THAN 1 1/2-INCHES IN CROSS-SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE AND SHALL HAVE A SMOOTH SURFACE WITH NO SHARP OR ABRASIVE CORNERS AND ALL EDGES MUST HAVE A MINIMUM 1/8" RADIUS. F. THE UPPER APPROACH AND THE LOWER TREAD OF EACH INTERIOR STAIR SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR THE FULL WIDTH OF THE TREAD AT LEAST 2-INCHES WIDE PLACED PARALLEL TOAND NOT MORE THAN 1-INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. G. WHERE STAIRWAYS OCCUR OUTSIDE A BUILDING, THE UPPER APPROACH AND ALL TREADS SHALL BE MARKED BY A STRIP OF CLEARLY CONTRASTING COLOR AT LEAST 2- INCHES WIDE AND PLACED PARALLEL TO AND NOT MORE THAN 1-INCH FROM THE NOSE OF THE STEP OR LANDING TO ALERT THE VISUALLY IMPAIRED. THE STRIP SHALL BE OF A MATERIAL THAT IS AT LEAST AS SLIP RESISTANT AS THE OTHER TREADS OF THE STAIR. A PAINTED STRIP SHALL BE ACCEPTABLE. H. ALL TREAD SURFACES SHALL BE SLIP RESISTANT. I. TREADS SHALL HAVE A SMOOTH, ROUNDED OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER FRONT EDGE). J. NOSING SHALL NOT PROJECT MORE THAN 1-1/4 INCH PAST THE FACE OF THE RISER BELOW. K. STAIR RISERS SHALL BE SOLID PER CBC 11B-504. 5. SANITARY FACILITIES A. WHEELCHAIR ACCESSIBLE WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32-INCHES WHEN LOCATED AT THE END AND 34-INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. B. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14- INCHES FROM THE WALL AND AT A MAXIMUM OF 17-INCHES ABOVE THE FLOOR SHALL BE PROVIDED. D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. E. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. F. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. LEVER OPERATED, PUSH TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. G. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM GLASS EDGE NOT MORE THAN 40- INCHES ABOVE THE FLOOR. H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR. I. TOILET TISSUE DISPENSERS SHALL BE LOCATED ON THE WALL OR PARTITION WITHIN 7" TO 9" TO CENTERLINE FROM THE FRONT EDGE OF THE TOILET SEAT, MOUTED BELOW THE GRAB BAR, AT A MINIMUM HEIGHT OF 19 INCHES, AND 36 INCHES MAXIMUM TO THE FAR EDGE FROM THE REAR WALL. DISPENSERS SHALL PERMIT CONTINUOUS FLOW AND NOT CONTROL DELIVERY (CBC 11B-604.7). J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LB. PER CBC 1607A.8.2. K. GRAB BARS: 1. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE. 2. IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND THE GRAB BARS SHALL BE 1-1/2". 3. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 4. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 5. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". 6. SWITCHES CONTROLS AND ELECTRICAL OUTLETS A. RECEPTACLE OUTLETS SHALL BE 15" MIN ABOVE THE FINISHED FLOOR TO THE BOTTOM OF THE BOX PER CBC 11B-308.1.2. B. SWITCHES SHALL BE 48" MAX. ABOVE THE FINISHED FLOOR TO THE TOP OF THE BOX (11B-308.1.1). C. IF REACH IS OVER AN OBSTRUCTION ( FOR EXAMPLE, A BASE CABINET ) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH, OR 46" FOR SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH. THE OBSTRUCTION MAY NOT EXTEND MORE THAN 25" FROM THE WALL BENEATH THE CONTROL. D. THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK. E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A MEANS OF WARNINGTHE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. 1. THESE DOCUMENTS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, ARE THE PROPERTY OF SVA ARCHITECTS, AND ARE NOT TO BE USED, IN WHOLE OR IN PART FOR ANOTHER PROJECT WITHOUT THE WRITTEN AUTHORIZATION OF SVA ARCHITECTS. 2. THE WORK SHOWN ON THESE DRAWINGS AS EXISTING CONDITIONS WAS PREPARED FROM INFORMATION FURNISHED BY THE OWNER. WHILE THIS INFORMATION IS BELIEVED TO BE RELIABLE, SVA ARCHITECTS INC. IS NOT RESPONSIBLE FOR THE ACCURACY OR ADEQUACY OF ANY WORK SHOWN AS EXISTING NOR IS SVA ARCHITECTS INC. RESPONSIBLE FOR ANY ERRORS OR OMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO THESE DRAWINGS AS A RESULT. 3. EACH BIDDER SHALL POSSESS AT THE TIME OF BID A CLASS B OR THE APPROPRIATE CLASS C CONTRACTOR'S LICENSE PURSUANT TO PUBLIC CONTRACT CODE SECTION 3300 AND BUSINESS AND PROFESSIONS CODE SECTION 7028.15. THE SUCCESSFUL BIDDER MUST MAINTAIN THE LICENSE THROUGHOUT THE DURATION OF THIS CONTRACT. 4. FIRE SAFETY DURING CONSTRUCTION AND THE DURATION OF THIS CONTRACT: A. GENERAL: FIRE SAFETY DURING CONSTRUCTION SHALL COMPLY WITH 2022 CALIFORNIA FIRE CODE TITLE 24, PART 9, CHAPTER 33. B. ACCESS ROADS: FIRE DEPARTMENT ACCESS ROADS SHALL BE ESTABLISHED AND MAINTAINED IN ACCORDANCE WITH SECTION C.F.C SECTION 3311. C. WATER SUPPLY: WATER MAINS AND HYDRANTS SHALL BE OPERATIONAL IN ACCORDANCE WITH C.F.C SECTION 3311. D. BUILDING ACCESS: ACCESS TO BUILDINGS FOR THE PURPOSE OF FIREFIGHTING SHALL BE PROVIDED. CONSTRUCTION MATERIAL SHALL NOT BLOCK ACCESS TO BUILDINGS, HYDRANTS OR FIRE APPLIANCES. E. ALTERATIONS OF BUILDINGS: SHALL COMPLY WITH APPLICABLE PROVISIONS OF SECTIONS 1405, 1411, 1413, AND 1415. G. FIRE WATCH: MAINTAIN FIRE WATCH WHEN REQUIRED BY THE BUILDING OFFICIAL AND WHEN EXISTING FIRE PROTECTION SYSTEMS ARE SHUT DOWN FOR ALTERATIONS. FIRE WATCH SHALL REMAIN IN EFFECT UNTIL EXISTING FIRE PROTECTION SYSTEMS ARE RETURNED TO SERVICE OR AS ALLOWED BY THE BUILDING OFFICIAL. 5. NOT USED 6. STATEMENT (TITLE 24, PART 6): NONRESIDENTIAL ENERGY STANDARDS COMPLIANCE: THE DESIGN INDICATED HEREIN COMPLIES WITH THE REQUIREMENTS OF THE ENERGY CONSERVATION STANDARDS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THE PROPOSED BUILDING WILL BE IN COMPLIANCE WITH THE ENERGY CONSERVATION STANDARDS PROVIDED IT IS BUILT ACCORDING TO THESE DRAWINGS AND SPECIFICATIONS AND PROVIDED ANY FUTURE IMPROVEMENTS ARE COMPLETED ACCORDING TO THE REQUIREMENTS OF TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS. THESE PLANS AND SPECIFICATIONS HAVE BEEN PREPARED TO INCLUDE ALL SIGNIFICANT ENERGY CONSERVATION FEATURES REQUIRED FOR COMPLIANCE WITH THE STANDARDS. BUILDING AREAS THAT ARE UNCONDITIONED AND/OR NOT SUBJECT TO THE STANDARDS ARE INDICATED ON THE PLANS. ENVELOPE MANDATORY MEASURES: A. INSTALLED INSULATING MATERIALS SHALL HAVE BEEN CERTIFIED BY THE MANUFACTURER TO COMPLY WITH THE CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL. B. ALL INSULATING MATERIALS SHALL BE INSTALLED IN COMPLIANCE WITH THE FLAME SPREAD RATING AND SMOKE DENSITY REQUIREMENTS OF [TITLE 24, PART 2, CALIFORNIA BUILDING CODE, SECTIONS 720 AND 803.] C. ALL EXTERIOR JOINTS AND OPENINGS IN THE BUILDING ENVELOPE THAT ARE POTENTIAL AND OBSERVABLE SOURCES OF AIR LEAKAGE SHALL BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED. D. SITE CONSTRUCTED DOORS, AND WINDOWS SHALL BE CAULKED BETWEEN THE UNIT AND THE BUILDING, AND SHALL BE WEATHERSTRIPPED (EXCEPT FOR UNFRAMED GLASS DOORS AND FIRE DOORS). E. MANUFACTURED DOORS AND WINDOWS INSTALLED SHALL HAVE AIR INFILTRATION RATES CERTIFIED BY THE MANUFACTURER IN ACCORDANCE WITH TITLE 24, PART 6, CALIFORNIA CODE OF REGULATIONS, SECTION 116(a)1. F. MANUFACTURED FENESTRATION PRODUCTS IN THE ENVELOPE OF THE BUILDING, INCLUDING, BUT NOT LIMITED TO, WINDOWS, SLIDING GLASS DOORS, FRENCH DOORS, SKYLIGHTS, CURTAIN WALLS, AND GARDEN WINDOWS MUST BE LABELED FOR U-VALUE IN ACCORDANCE WITH THE (NFRC) NATIONAL FENESTRATION RATING COUNCIL'S INTERIM U-VALUE RATING PROCEDURE. G. NOT USED. 7. INSPECTOR OF RECORD REQUIREMENTS: A. ONE OR MORE INSPECTORS EMPLOYED BY THE OWNER IN ACCORDANCE WITH THE REQUIREMENTS OF TITLE 24 PART 1 OF THE CALIFORNIA CODE OF REGULATIONS WILL BE ASSIGNED TO THE WORK. THE INSPECTORS DUTIES ARE SPECIFICALLY DEFINED IN SECTION 4-342 OF SAID TITLE 24, PART 1 AND IN ADDITION SHALL BE AS STIPULATED IN INTERPRETATION OF REGULATION DOCUMENT IR A-8. B. INSPECTOR SHALL BE CERTIFIED AS A CLASS [2] INSPECTOR. INSPECTOR SHALL ALSO BE SPECIFICALLY APPROVED BY THE BUILDING DEPARTMENT FOR THIS PROJECT AT LEAST 10 DAYS PRIOR TO THE START OF ANY WORK FOR THIS PROJECT. 8. ALL WORK SHOWN ON THESE DRAWINGS SHALL COMPLY WITH THE REQUIREMENTS OF TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR). 9. CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY AN ADDENDUM OR A CCD APPROVED BY THE BUILDING DEPARTMENT. 10. GRADING PLANS, DRAINAGE IMPRPOVEMENTS, ROAD AND ACCESS REQUIREMENTS AND ENVIROMENTAL HEALTH CONCIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES. 11. DRINKING WATER SHALL COMPLY WITH ALL LOCAL HEALTH DEPARTMENT REQUIREMENTS. 12. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF THE APPLICABLE CODES. ALL ENGINEERING SHALL COMFORM WITH ALL APPLICABLE MUNICIPAL, STATE AND FEDERAL REGULATIONS HAVING JURISDICTION INCLUDING ACCESSIBILITY STANDARDS AND ADA REQUIREMENTS. 13. DO NOT SCALE THE DRAWINGS. THE DRAWINGS ARE NOT NECESSARILY TO SCALE. THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO BIDDING AND START OF CONSTRUCTION. IF DISCREPANCIES ARE FOUND, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION BEFORE COMMENCING WORK. 14. ALL DIMENSIONS ARE TO FACE OF CONCRETE, FACE OF MASONRY UNITS, CENTERLINE OF COLUMNS AND BEAMS, OR FACE OF STUDS, UNLESS OTHERWIS NOTED. FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE SLAB OR TOP OF INTERIOR PAVING UNLESS NOTED OTHERWISE. CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES UNLESS NOTED OTHERWISE. 15. THE CIVIL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH INSTALLATION OF CIVIL, STRUCTURAL MECHANICAL, PLUMBING, AND ELECTRICAL WORK. SHOULD THERE BE ANY DISCREPANCIES BETWEEN THE ARCHITECT'S AND THE CONSULTING ENGINEER'S DRAWINGS AND SPECIFICATIONS THAT WOULD CAUSE A CONFLICT, IT SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION FOR CLARIFICATION PRIOR TO INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL COST TO THE OWNER OR ARCHITECT. 16. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING ABBREVIATIONS OR THEIR EXACT MEANING, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 17. DETAILS AND NOTES MARKED "TYPICAL" SHALL APPLY IN ALL SIMILAR CASES UNLES SPECIFICALLY INDICATED OTHERWISE. 18. THE BID DOCUMENTS ARE COMPRISED OF THE DRAWINGS, PROJECT MANUAL GENERAL CONDITIONS, GENERAL REQUIREMENTS AND TECHNICAL SPECIFICATIONS AND ALL SUPPLEMENTAL DOUCMENTS (BID ADDENDA, ETC.). THE GENERAL CONTRACTOR IS EXPECTED TO READ ALL DOCUMENTS AND BECOME FAMILIAR WITH THE CONTENT CONTAINED WITHIN THESE DOCUMENTS. IF DISCREPANCIES OCCUR BETWEEN DIFFERENT DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ARCHITECT TO REQUEST CLARIFICATION. SVA ARCHITECTS, INC. AND THEIR ENGINEERS ARE THE AUTHORS OF THESE DOCUMENTS AND WILL PROVIDE CLARIFICATIOIN WHERE NECESSARY. 19. THESE DOCUMENTS WERE PREPARED BASED ON AS-BUILT DOCUMENTS PROVIDED BY THE OWNER AND SITE OBSERVATIONS MADE BY THE DESIGN TEAM. THE CONTRACTOR SHALL FIELD VERIFY ALL FIELD CONDTIONS PRIOR TO PREPARING SHOW DRAWINGS FOR REVIEW. 20. 2X WOOD BLOCKING AND/OR METAL STUD BLOCKING SHALL BE PROVIDED IN ALL WALLS WHERE EQUIPMENT, ACCESSORIES AND/OR CABINETS ARE SHOWN TO BE MOUNTED TO THE WALLS. ALL AFFECTED AREAS REQURIED TO BE OPENED UP TO INSTALL SUCH BLOCKING SHALL BE PATCHED AND REPAIRED TO MATCH ADJOINING SURFACE TEXTURE AND FINISHES 21. WHERE DOMOLITION IS SHOWN OR DESCRIBED IN NOTES ON THE DRAWINGS, SUCH ITEMS SHALL INCLUDE ALL SYSTEMS WITHIN THE DEMOLISHED ITEM. FOR INSTANCE, WALL DEMOLITION SHALL INCLUDE THE CURB, FINISHES ON EACH SIDE AND ELECTRICAL AND/OR PLUMBING COMPONENTS WITHIN. PLUMBING AND/OR ELECTRICAL SYSTEMS WITHIN DEMOLISHED COMPONENTS SHALL BE COORDINATED WITH RESPECTIVE DRAWINGS FOR RE-ROUTING OR CAPPING SYSTEMS. 18. ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION AND/OR NEW WORK SHALL BE DISPOSED OF OFF-SITE DAILY AND SHALL NOT BE ALLOWED TO ACCUMULATE. 19. SUBMIT SHOP DRAWINGS IN ACCORDANCE WITH SECTION 01 30 00 OF SPECIFICATIONS AND AS REQUIRED BY INDIVIDUAL SPECIFICATION SECTIONS. 20. NO SUBSTITUTIONS WILL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL PRIOR TO BID. REQUEST FOR SUBSTITUTION SHALL BE IN ACCORDANCE WITH SECTION 01 60 00 OF SPECIFICATIONS. 21. NOT USED 22. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. 23. NOT USED 24. NOT USED 25. INSTALL METAL CORNER BEADS AT ALL EXPOSED GYPSUM BOARD EDGES INSTALL CASING BEADS WHEREVER GYPSUM BOARD, PLASTER, ETC. ABUTS DISSIMILAR FINISH MATERIAL AND PROVIDE SEALANT AS REQUIRED. 26. GYPSUM BOARD SHALL EXTEND TO UNDERSIDE OF STRUCTURE ABOVE AT ALL COLUMNS AND EXTERIOR PERIMETER WALLS UNLESS OTHERWISE NOTED. 27. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ROOM ACCESSORIES AND PARTITIONS, AND OF ALL WALL MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. 28. ALL GLAZING SHALL COMPLY WITH THE CONSUMER PRODUCT SAFETY COMMISSION REQUIREMENTS (C.P.S.C.), CFC, AND CBC. 29. CONTACT BETWEEN DISSIMILAR METAL SHALL BE PROTECTED AGAINST GALVANIC CORROSION. 30. ALL DOOR SIZES SHOWN ON DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS, ETC. SHALL BE TAKEN OFF DOOR. ALL DOORS AND FRAME SHALL BE REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, AND HARDWARE. 31. ROOFING SYSTEM SHALL BEAR U.L. LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE U.L. LABEL. 32. ALL WOOD TRIM, SPACER, FILLER, ETC., THROUGHOUT JOB SHOULD BE FIRE TREATED. 33. INSPECTION AND TESTING LABORATORY MUST BE IN THE EMPLOY OF THE OWNER, NOT THE CONTRACTOR. 34. NOT USED 35. ALL EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEGE. LOCKING DEVICES SHALL BE OF AN APPROVED TYPE. 36. EXIT SIGNS SHALL HAVE 6" MINIMUM HEIGHT LETTERS AND SHALL CONFORM TO SECTION 1013 OF THE CALIFORNIA BUILDING CODE. 37. FURNISH AND INSTALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL PLUMBING, AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE RATED ASSEMBLIES IN RATED WALLS AND CEILINGS AND SHALL BE APPROVED BY BUILDING INSPECTOR PRIOR TO INSTALLATION. 38. FURNISH AND INSTALL EMERGENCY LIGHTING AS SPECIFIED AND INDICATED BUT IN NO CASE SHALL THE LIGHT VALUE BE LESS THAN ONE FOOT CANDLE AT FLOOR LEVEL IN ALL EXIT CORRIDORS AND STAIR SHAFTS (CBC SECTION 1008). 39. THERE SHALL BE NO TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DECEND UNLESS A PERMIT IS OBTAINED FROM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. 40. NOT USED. 41. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR SHALL BE GLASS APPROVED FOR IMPACT HAZARD. 42. ALL LIGHT GAUGE METAL STUDS AND BRACING SHALL COMPLY WITH 2016 CALIFORNIA BUILDING CODE. 43. IF OCCURS, INSTALLATION OF SHORING, UNDERPINNING, AND/OR SLOT CUTTING EXCAVATIONS SHALL BE PERFORMED UNDER THE CONTINUOUS INSPECTION AND APPROVAL OF THE GEOTECHNICAL ENGINEER. 44. ALL CONSTRUCTION SHALL PERFORMED IN ACCORDANCE WITH THE STATE CONSTRUCTION SAFETY ORDERS ENFORCED BY THE STATE DIVISION OF INDUSTRIAL SAFETY. 45. DIMENSIONS AND CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY ALL CONTRACTORS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE EXISTING CONDITIONS PRIOR TO SUBMITTING BIDS TO THE OWNER SINCE PROPOSALS MUST TAKE INTO CONSIDERATION ALL SUCH CONDITIONS THAT MAY AFFECT THE WORK. DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND ACTUAL FIELD CONDITION SHALL BE REPORTED TO THE ARCHITECT. REVISED DRAWINGS OR INSTRUCTIONS SHALL BE ISSUED BY THE OWNER PRIOR TO THE INSTALLATION OF ANY WORK. 46. CONTRACTORS SHALL PROVIDE AND INSTALL ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED. 47. ALL GYPSUM WALL BOARD TO BE 5/8" THICK TYPE 'X' UNLESS OTHERWISE NOTED OR REQUIRED FOR SPECIFIC WALL CONSTRUCTION. 48. THERMAL INSULATION SHALL BE PROVIDED PER TYPICAL ASSEMBLIES NOTED ON DRAWINGS. REFER TO SPECS FOR PRODUCT INFORMATION. 49. PROVIDE SAFETY GLASS AT LOCATIONS REQUIRED BY CBC SECTION 2406 AND BY OTHER APPLICABLE CODE. 50. ROOF DRAINS DISCHARGING WATER MUST BE CONDUCTED UNDER THE SIDEWALK 51. DOORS SHALL NOT PROJECT MORE THAN 7 INCHES INTO THE REQUIRED CORRIDOR WIDTH WHEN FULLY OPENED OR MORE THAN ONE HALF INTO THE REQUIRED WIDTH WHEN IN ANY POSITION. (CBC SECTION 1005.7.1) 52. PUBLIC HALLWAYS AND EXIT COURT PASSAGEWAYS TO HAVE 7'-0" CLEAR HEIGHT TO LOWEST PROJECTION. (CBC SECTION 1005.3) 53. OCCUPANCY LOAD SIGNS SHALL BE POSTED IN EACH CLASSROOM, ASSEMBLY ROOM, OR SIMILAR PURPOSE ROOM, HAVING AN OCCUPANT LOAD OF 50 OR MORE. 54. NOT USED 55. NO CHANGES ARE TO BE MADE ON THESE PLANS WITHOUT THE KNOWLEDGE OR CONSENT OF THE ARCHITECT/ENGINEER WHOSE SIGNATURE APPEARS HEREON. 56. THESE DRAWINGS DO NOT CONTAIN THE NECESSARY COMPONENTS FOR CONSTRUCTION SAFETY. 57. LOCATIONS OF ALL UTILITIES SHOWN ARE APPROXIMATE AND CONTRACTOR SHALL EXERCISE EXTREME CAUTION IN EXCAVATING AND TRENCHING ON THIS SITE TO AVOID INTERCEPTING EXISTING PIPING OR CONDUITS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES WHETHER SHOWN HEREON OR NOT AND TO PROTECT THEM FROM DAMAGE. THE ARCHITECT IS NOT RESPONSIBLE FOR THE LOCATION OF UNDERGROUND UTILITIES OR STRUCTURES WHETHER OR NOT SHOWN OR DETAILED AND INSTALLED BY ANY OTHER CONTRACT. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT SHOULD ANY UNIDENTIFIED CONDITIONS BE DISCOVERED. THE CONTRACTOR SHALL BEAR ALL EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION WITH THE PROSECUTION OF THIS WORK. 58. THE PROJECT APPLICANT SHALL COMPLY WITH THE REQUIREMENTS OF THE ENGINEERING DIVISION FOR ALL PUBLIC IMPROVEMENTS. ACCESSIBILITY NOTES DESCRIPTION DATE 1 ASI #01 04/09/25 1 1 1 1 1 1 1 1 1 GENERAL: 1. ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPES, CONDUITS, CONTROLS AND DUCTWORK WITH A MINIMUM OF CUTTING. SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES, BRACING AND SEALANT AROUND THE OPENING. 2. OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH. IF STRUCTURAL PANELS ARE REQUIRED ON A WALL PLANE, THE ENTIRE WALL PLANE SHALL BE FURRED OR FINISHED FLUSH. 3. CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK-UP PLATES, AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF ALL CASEWORK, STAIR RAILINGS, TOILET ACCESSORIES, PARTITION, AND ALL WALL-MOUNTED OR SUSPENDED MECHANICAL, ELECTRICAL OR MISCELLANEOUS EQUIPMENT. 4. AT A MINIMUM FIREBLOCKING SHALL BE PROVIDED THROUGHOUT AS REQUIRED PER CURRENT BUILDING CODES. SEE NOTES THIS SHEET. 5. AT A MINIMUM FIRE DAMPERS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED ASSEMBLIES IN COMPLIANCE WITH CURRENT BUILDING CODES. SEE NOTES THIS SHEET. 6. PLASTIC PIPE PENETRATION IN ACOUSTICAL PARTY FLOOR-CEILING OR WALL ASSEMBLIES ARE PROHIBITED (UNLESS ALLOWED BY LISTED ASSEMBLY). PLASTIC PIPES AND PLASTIC BOXES (EXCEPT UL FIRE RATED BOXES) SHALL NOT PENETRATE FIRE RATED WALLS, FLOORS, CEILINGS. NEC 300-21. SEE SHEET A-61.1 FOR FIRE STOPPING REQUIREMENTS. 7. FURNISH AND INSTALL ALL ACCESS DOORS, FIRE DAMPERS, ETC. IN CEILING AND WALL CONSTRUCTION LOCATED AS REQUIRED BY INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL WORK AND AS APPROVED BY THE ARCHITECT. PROVIDE REQUIRED FIRE RATED ASSEMBLIES IN FIRE RATED WALLS AND CEILINGS. 8. CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED AT ALL LOCATIONS W/ UNDERLAYMENT - BITUMINOUS PAINT, NEOPRENE WASHERS OR ANOTHER NON- CONDUCTING MATERIAL. 9. PROVIDE INSULATION PER SCHEDULE AND CONFORMING TO ASTM C 665-98 TYPE III - BLANKETS W/ A REFLECTIVE VAPOR-RETARDED ON PRINCIPAL SIDE. FIRE RESISTANCE RATED WHERE EXPOSED IN THE EXTERIOR WALL OR AT THE CEILING PLENUM. 10. ROOFING SYSTEM SHALL BEAR UL LISTING AS A CLASS "A" SYSTEM. ALL MANUFACTURED MATERIALS USED SHALL BEAR THE APPROPRIATE UL LABEL. 11. CONTRACTOR SHALL PROVIDE ALL CONCRETE HOUSEKEEPING PADS FOR MECHANICAL AND ELECTRICAL EQUIPMENT, AS REQUIRED. 12. ALL CONSTRUCTION SHALL COMPLY WITH ACOUSTICAL REQUIREMENTS NOTED ON GEN-3 AND ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. UNIT TO UNIT WALLS AND FLOOR/CEILING ASSEMBLIES SHALL MEET A MINIMUM STC AND IIC SOUND RATING OF 50. REFERENCE INDIVIDUAL WALL AND FLOOR CEILING ASSEMBLIES NOTED IN THESE DRAWINGS. 13. ALL ROOF PIPE PENETRATIONS TO BE ROUND. REQUIRED LOCATIONS: 1. CONCEALED SPACES OF WALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10'-0" INTERVALS BOTH HORIZONTAL AND VERTICAL. 2. AT INTERSECTIONS BETWEEN VERTICAL AND HORIZONTAL. 3. AT CONCEALED SPACES BETWEEEN STAIR STRINGERS AT TOP AND BOTTOM OF STAIR RUN. 4. IN OPENING AROUND PIPES, DUCTS AT CEILINGS AND FLOORS. CONSTRUCTION: 1. 2" NOMINAL LUMBER, OR (2) LAYERS OF 1" LUMBER WITH BROKEN LAPS, OR (1) LAYER OF 3/4" STRUCTURAL PANEL WITH JOINTS BACKED BY 3/4" STRUCTURAL PANEL. 2. GYPSUM BOARD, CEMENT FIBER BOARD. 3. BLANKETS OF MINERAL FIBER (IF TESTED FOR USE). NO LOOSE FILL INSULATION. 1. PARTY WALL AND DIVISION WALL FRAMING REQUIREMENTS: A. STUDS SHALL NOT OVERRIDE PLATES OF PARTY OR DIVISION WALLS. KNOT HOLES, WARPED LUMBER, SPLINTERED WOOD, SPLICES, CHIPS AND SAWCUTS SHALL NOT BE PERMITTED AT VERTICAL OR HORIZONTAL PARTY WALL CONNECTIONS. B. FRAMING AT BUILT-UP CORNERS AND JOISTS TO WALL CONNECTIONS ALONG PARTY WALLS SHALL FIT TIGHTLY WITHOUT AIR GAPS. SPECIAL CARE SHALL BE TAKEN SO THAT DRY WALL NAILER BLOCKING MEETS THIS CONDITION BETWEEN JOISTS. C. CONCRETE POUR MATERIAL SHALL NOT FLOW ONTO PART WALL SOLE PLATES. CONCRETE SHALL NOT BE POURED ONTO OR INTO PARTY WALL SEPARATION CAVITIES BETWEEN PLATES. D. NOT USED. E. GYPSUM WALLBOARD SHALL CONTINUE TO THE ROOF LINE ON ONE SIDE OF THE WALL TO AVOID FLANKING OF SOUND THROUGH THE ATTIC SPACE. GYPSUM WALLBOARD SHALL BE INSTALLED TO MAINTAIN A 1/4" GAP AT ALL PARTY OR DIVISION WALL PERIMETERS AND FILL THE GAP WITH ACOUSTICAL CAULK. F. WHERE TWO LAYERS OF GYPSUM WALLBOARD ARE REQUIRED ON ONE SIDE OF A COMMON WALL, THE JOINTS BETWEEN THE SECOND LAYER OF WALLBOARD MUST BE STAGGERED WITH RESPECT TO THE JOINTS OF THE FIRST LAYER, I.E. THE JOINTS MUST NOT OVERLAP. G. GYPSUM WALLBOARD AT PARTY AND DIVISION WALLS SHALL BE INSTALLED TO MAINTAIN A 1/4” GAP AT PERIMETERS. FILL GAP WITH ACOUSTICAL SEALANT. 2. FLOOR/CEILING REQUIREMENTS: A. PROVIDE 1-1/2 INCH THICK 2000 PSI GYSPUM CONCRETE FLOOR UNDERLAYMENT OVER ENKASONIC UNDERLAYMENT OVER STRUCTURAL SHEATHING @ ALL APARTMENTS ABOVE GROUND FLOOR. B. REFER TO INSULATION SCHEDULE ON THIS SHEET FOR ACOUSTIC INSULATION REQUIREMETNS. ALL FLOOR/CEILING INSULATION SHALL BE SNUGLY FITTED AND/OR STAPLED BETWEEN JOISTS. C. GYPSUM WALLBOARD AT FLOOR CEILING ASSEMBLIES SHALL BE INSTALLED TO MAINTAIN A 1/4” GAP AT PERIMETERS. FILL GAP WITH ACOUSTICAL SEALANT. D. SEALANT FOR ALL FLOOR/CEILING ASEMBLIES SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS. E. RESILIENT CHANNELS SHALL BE INSTALLED PER CONFORMANCE WITH THE MANUFACTURER, ASTM STANDARDS AND THE GYPSUM CONSTRUCTION HANDBOOK. F. WALLS SHALL BE INSTALLED BEFORE THE RESILIENT CHANNELS TO ENSURE THAT THE CHANNELS REMAIN TO THE OUTSIDE OF THE WALL TO ALLOW THE CEILING TO FLOAT OR MOVE VERTICALLY WITHOUT HINDRANCE. 3. SEALANT: A. THE INTENT OF THESE RECOMMENDATIONS IS TO ENSURE THAT AN AIR TIGHT COMMON PARTITION CONSTRUCTION IS MAINTAINED. A 1 SQ. IN. HOLE, CRACK OR GAP IN A 100 SQ. FT. WALL WILL REDUCE THE STC RATING BY 10 POINTS AS COMPARED OT HTE SAME WALL WITH AN AIR TIGHT CONSTRUCTION. THUS, THE IMPORTANCE OF PERFORMING CAULKING AND SEALING COMPLETELY AND PRECISELY CANNOT BE OVEREMPHASIZED. B. ACOUSTICAL SEALANT SHALL BE NON-SKINNING, NON-HARDENING, FLEXIBLE SEALANT SPECIFICALLY DESIGNED FOR SEALING GYPSUM WALLBOARD (ASTMC C919). SEALANT SHALL BE CAPABLE OF SPANNING 1/2” WIDE BY 3/8” DEEP GAPS. ACCEPTABLE PRODUCTS INCLUDE: TREMO OR USG SEALANT (OR APPROVED EQUAL). SEALANT SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURER’S SPECIFICATIONS. C. IF MULTIPLE LAYERS OF WALLBOARD ARE APPLIED TO A WALL SURFACE THE SEALANT MUST BE INSTALLEED FOR LAST LAYER (EA. SIDE OF WALL). D. AT ALL PENETRATIONS IN COMMON WALLS OR COMMON CEILINGS FOR SUCH ITEMS AS ELECTRICAL BOXES, LIGHT FIXTURES, PLUMBING LINES, ETC., LEAVE A 3/16” TO 1/4” GAP IN THE WALLBOARD AROUND THE FIXTURE AND THEN FILL THE GAP WITH ACOUSTICAL SEALANT. IN ADDITION, THE BACKS OF ALL ELECTRICAL BOXES, TELEPHONE BOXES, MEDICINE CABINETS, AND OTHER THIN WALLED ITEMS INSET INTO A COMMON WALL MUST BE COVERED WITH AN AIRTIGHT GYPSUM WALLBOARD HOUSING OR WITH HEAVY MASTIC MATERIAL SUCH AS LOWRY PADS. 4. RESILIENT CHANNEL ASSEMBLIES: A. RESILIENT CHANNELS SHALL BE DIETRICH RC DELUXE FOR WALLS, SUBSTITUTOINS ARE NOT ALLOWED. NOTE: THERE SHALL BE NO CONTACT BETWEN THE SHORT (NON-FASTEN) LEG OF THE CHANNEL AND THE JOIST OR STUDS. B. ATTACHING CHANNELS: ORIENT CHANNELS PERPENDICULAR TO FRAMING AND WITH FLANGES FACING IN ONLY ONE DIRECTION. ATTACH CHANNELS AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. USE THE PRE-DRILLED MOUNTING HOLES IN THE CHANNELS FOR ATTACHMENT TO THE STUDS OR JOISTS. LOCATE CHANNELS A MAXIMUM OF 3” AND HOLD BACK ENDS 1/2” FROM INTERSECTING SURFACES. PROVIDE SUFFICIENT FRAMING SO CHANNELS ARE NOT CANTILEVERED GREATER THAN 6”. CHANNELS MUST NOT CROSS EACH OTHER UNDER ANY CIRCUMSTANCE. CHANNELS MAY ONLY BE OVERLAPPED AT SPLICES. SPLIE CHANNELS ONLY AT FRAMING WITH A MAXIMUM OVERLAP OF 1.5” AND SCREW ATTACH THROUGH BOTH FLANGES. C. ATTACHING GYPSUM WALLBOARD: APPLY GYPSUM WALLBOARD AT A MAXIMUM PRACTICAL LENGTH WITH THE LONG EDGE PARALLEL WITH AND CENTERED ON CHANNELS. FASTEN GYPSUM WALLBOARD AT SPACINGS AND WITH FASTENERS DENOTED IN THE FIRE TEST ASSEMBLY. NAILING RESLIENT CHANNELS ISS NOT PERMITTED. FASTENERS SHALL ONLY BE ATTACHED TO THE CHANNELS AND NOT THE FRAMING. INSTALL GYPSUM WALLBOARD TO ALLOW FOR 1/4”GAP FROM INTERSECTING SURFACES. WHEN CONSTRUCTION OF MULTIPLE LAYERS OF GYPSUM WALLBOARD IS INDICATED, APPLY THE FACE LAYER WITH THE LONG EDGE JOINTS OFFSET BY 24” AND THE SHORT EDGE JOINTS OFFSET BY 48” FROM THE BASE LAYER. ADDITIONALLY, OFFSET THE FACE LAYER SCREW PATTERN 6” FROM THE BASE LAYER SCREWS ALONG THE CHANNELS. D. SEALANT: SEAL ALL PERIMETER JOINTS OF RESILIENT ASSEMBLIES AIRTIGHT WITH APPROVED ACOUSTICAL SEALANT. E. BASEBOARD AND TRIM: DO NOT RIGIDLY ATTACH BASEBOARD OR OTHER FINISH TRIM TO UNDERLYING FRAMING THROUGH RESILIENT ASSEMBLIES. SCREW ATTACH BASEBOARD OR OTHER FINISH TRIM TO RESILIENT CHANNELS. ADHERING FINISH TRIM IS AN ACCEPTABLE ALTERNATIVE. 5. PLUMBING: A. IN ORDER TO MINIMIZE OR ELIMINATE FLOW NOISE AT ALL WATER, WASTE, DRAIN AND REFRIGERANT PIPING, CONTRACTOR IS TO PROVIDE VIBRATION ISOLATION: I) SUPPLY PIPING 1” DIAMETER OR SMALLER SHALL BE INSTALLED WITH ISOLATOR HOLDERS, AND GUIDES. II) SUPPLY AND WASTE PIPING MORE THAN 1” IN DIAMETER SHALL BE INSTALLED WITH PILE ISOLATORS II) PLASTER R THIN-WALLED COPER WASTE AND DRAIN PIPING SHALL BE COMPLETELY WRAPPED USING LOWRY ACOUSTICAL PIPIE WRPA AS MANUFACTURED BY HARRY A. LOWRY COMPANY (OR APPROVED EQUAL) IV) REFRIGERANT LINES SHALL BE ISOLATED BY INSULATING THE ENTIRE LENGTH OF THE LINE WITH A MINIMUM OF 1/2” “ARMAFLEX” (OR APPROVED EQUAL). PLACE CLAMPS OVER THE INSULATION WHEN ATTTACHING TO THE STRUCTURE SO THAT THERE IS NO DIRECT CONTACT BETWEEN THE PIPING AND THE STRUCTURE. MAINTAIN A 2” CLEANCE BETWEEN THE REFRIGERANT LINES AND THE GYPSUM WALLBOARD. B. AT A MINIMUM PROVIDE PIPING SUPPORT PER PLUMBING CODE (SEE PLUMBING DRAWINGS). THE PLUMBING PIPING, PIPE CONNECTIONS, PIPE HANGERS, OR VALVES, SHALL NOT MAKE CONTACT WITH ANY PART OF THE SURROUNDING STRUCTURE. JOISTS, STUDS, WALLBOARD OR OTHER PIPES, PIPING AND/OR DUCTING WITHIN FLOOR/CEILING ASSEMBLIES SHALL BE SUPPORTED FROM THE JOISTS AND COMPLETELY ISOLATED FROM THE CEILING. C. IN OTHERWISE UN-INSULATED STUD BAY OR JOIST CAVITY CONTAINING PIPING INSTALL A MINIMUM OF 3-1/2” ACOUSTIC BATT INSULATION OR OTHER SOUND ABSORPTIVE MATERIAL. D. WATER PRESSURE CONTROL: GENERAL CONTRACTOR TO CONFIRM THT WATER SUPPLY PIPING INSTALLED WILL MAINTAIN A MAXIMUM WATER FLOW RATE OF 4 FEET PER SECOND IN 1/2” AND 3/4” DIAMETER BRANCH LINES. FOR LARER LINES THE MAXIMUM FLOW RATE SHALL BE 6 FEET PER SECOND. MAINTAIN A MAXIMUM OF 50 PSI WATER PRESSURE AT PLUMBING FIXTURES, CONSISTEN WITH ADEQUATE FLOW RATES. E. ACOUSTICAL (FIRE STOPPING) SEALANT SHALL BE INSTALLED AT ALL PIPE PENETRATIONS AS DESCRIBED ABOVE. 6. MECHANICAL: A. PROVIDE NEOPRENE PADS WHERE ROOFTOP EQUIPMENT IS OVER RESIDENTIAL DWELLING UNITS. WHERE ROOFTOP EQUIPMENT IS PLACED OVER RESIDENTIAL DWELLING LIVING AND SLEEPING AREAS, AND WHENEVER OVER COMMON AREAS, MASON INDUSTRIES, INC. TYPE SLR SPRING MOUNTS TO BE PROVIDED. USE SLACK CABLE RESTRAINT OR SEPARATE SEISMIC SNUBBERS TO LIMIT HORIZONTAL MOVEMENT. MECHANICAL CONTRACTOR SHALL CONSULT AN INDEPENDENT STRUCURAL ENGINEER FOR APPROPRIATE SEISMIC RESTRAINT SYSTEM DESIGN. ROOFTOP EQUIPMENT SHALL BE INSTALLED ON CONCRETE HOUSEKEEPING PADS. B. INSTALL SUSPENDED MEHCANICAL UNITS SUCH AS FAN/COIL OR IN-LINE FANS ON A MINIMUM OF 1” STATIC DEFLECTION SPRING HANGERS SUCH AS MASON TYPE 3ON (OR APPROVED EQUAL). DO NOT ALLOW DIRECT CONTACT BETWEEN THE MECHANICAL UNIT AND THE STRUCTURE OR OTHER ADJACENT UTILITIES. MAINTAIN A MINIMUM OF 2” CLEARANCE BETWEEN THE REFRIGERANT LINES AND GYPSUM WALLBOARD SURFACES. C. AT A MINIMUM, PROVIDE BATHROOM EXHAUST FANS WITH A NOISE RATING LOWER THAN 2.0 SONES. NOTE THAT FAN SOUND RATINGS TYPICALLY ASSUME 10 FEET OF STRAIGHT DUCT ATTACHED OT THE FAN. WHERE CONDITIONS VARY FROM THIS ASSUMPTION, PROVIDE FANS WITH LOWER SOUND RATINGS. MANY RESTROOM FANS ARE AVAILABLE WITH SOUND RATINGS BELOW 1.0 SONE. RESTROOM FAN HOUSING WHICH ARE MOUNTED WITHIN A SEPARATION ASSEMBLY SHALL BE BOXED IN WITH 5/8” GYPSUM BOARD, SEALED AIR TIGHT AND SURROUNDED WITHFIBERGLAS OR EQUIVALENT SOUND ABSORPTIVE MATERIAL. D. PROVIDE A MINIMUM OF 3 FEET OF ACOUSTICALLY LINED DUCT BETWEEN THE FAN/COIL UNIT AND ANY DIFFUSER. DIFFUSERS AND GRILLS SHALL PERFORM A BACKGROUND NOISE CRITERION OF 3 POINTS BELOW NC 30 (I.E. NC25). 7. ELECTRICAL: A. CONVENIENCE OUTLETS IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE INSULATED AS FOLLOWS: I) ELECTRICAL BOXES (SWITCHES, OUTLETS, WALL FIXTURES, ETC. IN OPPOSITE FACES OF PARTY OR DIVISION WALLS SHALL BE SEPARATED HORIZONTALLY BY NOT LESS THAN 24 INCHES (I.E. IN DIFFERENT STUD BAYS). IN THE EVENT IT IS NOT PRACTICAL OR POSSIBLE TO PLACE OUTLETS IN DIFFERENT STUD BAYS, THEY SHALL BE SEPARATED FROM EACH OTHER AS MUCH AS POSSIBLE AND IN NO CASE SHALL THERE BE PHYSICAL CONTACT BETWEEN THE TWO ELECTRICAL BOXES. HOWEVER, THE FOLLOWING ITEMS ARE APPLICABLE IN ALL CASES: II) MASTIC SEALER (LOWRY PADS OR APPROVED EQUAL) SHALL BE WRAPPED AROUND BACK SIDES, TOP AND BOTTOM OF ALL ELECTRICAL BOXES IN PARTY WALLS. III) ELECTRICAL BOXES SHALL BE BACKED BY R-11 FIBERGLASS AS NEEDED TO COMPLETELY FILL THE STUD BAY. IV) KNOCKOUT PLATES ON ELECTRICAL BOXES IN PARTY OR DIVISION WALLS SHALL NOT BE BENT OR REMOVED WHERE CONDUITS ARE NOT CONNECTED TO THE BOX. B. RECESSED LIGHT FIXURES IN CEILINGS SHALL HAVE NO VENTILATION HOLES. JUNCTION BOXES IN CEILINGS SHALL BE WRAPPED AROUDN BACK AND SIDES WITH LOWRY PADS (OR APPROVED EQUAL) AND SEALED AIRTIGHT WITH ACOUSTICAL SEALANT. 8. FLOOR COVERINGS: A. IF A RESILIENT VINYL FLOOR COVERING IS USED, A DURABLE BRAND OF VINYL MEETING RESILIENT FLOOR COVERING COMMITTEE F6 AT THE AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) REQUIREMENTS SHALL BE PROVIDED. B. REFER TO FINISH SCHEULE FOR SPECIFICATION OF ACOUSTIC UNDERLYAMENTS AT TILE FLOOR ASSEMBLIES. INSULATION NOTES: 1. INSULATION INSTALLED IN A FLOOR/CEILING OR ROOF CEILING ASSEMBLY SHALL BE SUPPORTED BY WIRE STAYS (OR EQUAL) SO THAT THE INSULATION DOES NOT MAKE CONTACT WITH THE FACE MEMBRANE OF THE ASSEMBLY (GYPSUM WALLBOARD). 2. MATERIAL NOTED AS S.A.B. REFERS TO FLEXIBLE FIBERGLASS SOUND ATTENTUATION BATT (S.A.B.) 3. INSULATION SCHEDULED FOR COMMON WALL UNIT TO UNIT SHALL BE INSTALLED IN EACH SIDE OF THE WALL ASSEMBLY. 4. ALL INTERIOR WALL CAVITY SPACES TO RECEIVE INSULATION. 5. REFER TO MECHANICAL PLANS FOR DETAILED INFORMATION REGARDING ENERGY CODE REQUIREMENTS. ASSEMBLY THERMAL INSULATION THICKNESS MATERIAL R-VALUE ROOF/CEILING FLOOR/CEILING DROP CEILING EXTERIOR WALL PARTY WALL 10” 5-1/2” BATT BATT R-30 R-19 ACOUSTICAL INSULATION THICKNESS MATERIAL R-VALUE 3-1/2" 3-1/2” 3-1/2” S.A.B. S.A.B. S.A.B. CORRIDOR WALL INTERIOR PLUMBING WALL 3-1/2” S.A.B. 3-1/2” S.A.B. INTERIOR SHAFT WALL 2-1/2” S.A.B. 2” MIN RIGID R-10 MIN 1” @ OTHER BLDGS RIGID R-5 @ METAL SIDING WALL CONTINUOUS INSULATION PROVIDED BY INSULATED WALL PANELS WINDOW NOTES: 1. EXTERIOR WINDOWS SHALL HAVE THE FOLLOWING MINIMUM ENERGY PERFORMANCE CHARACTERISTICS: U-VALUE: 0.30 SHGC: 0.20 MAX. 2” @ BLDG A TYPES RIGID R-5 PLUS THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 GEN-3 CONSTRUCTION ASSEMBLY NOTES AND REQUIREMENTS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 CONSTRUCTION ASSEMBLIES -GENERAL FIRE BLOCKING NOTES ACOUSTICAL CONTROL REQUIREMENTS ASSEMBLY SCHEDULE DESCRIPTION DATE 1 ASI #01 04/09/25 B. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF THE TOILET AREAS, NO MORE THAN 44" INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. C. WHERE URINALS ARE PROVIDED AT LEAST ONE WITH A RIM PROJECTING A MINIMUM OF 14 INCHES FROM THE WALL AND AT A MAXIMUM OF 17 INCHES ABOVE THE FLOOR SHALL BE PROVIDED. D. URINAL FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST AND SHALL BE MOUNTED NO MORE THAN 44" ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. E. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE COVERED. F. FAUCET CONTROLS AND OPEARTING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 POUNDS PER FOOT. LEVEL OPERATED, PUSH-TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF ACCEPTABLE DESIGNS. SELF-CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS. G. 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. 7. ACCESSIBLE TOILET COMPARTMENTS: A. SEE TOILET ROOM FLOOR PLAN FOR ACCESSIBLE TOILET STALL LOCATION. B.VERIFY TOILET ACCESSORIES & TYPE OF PARTITION IN SPECS. C. PROVIDE BACKING IN WALL & TOILET PARTITION FOR GRAB BAR ANCHORAGE. D. COMPARTMENT DOOR TO PROVIDE MINIMUM 18" STRIKE-SIDE CLEARANCE (CBC 11B604.8.1). E. DOOR PULL AT ACCESSIBLE COMPARTMENT SHALL COMPLY WITH CBC SECTION 11B-404.2.7 AND NOT REQUIRE GRASPING OR TWISTING. F. OPENING HARDWARE IS CENTERED BETWEEN 34" AND 44" ABOVE FINISH FLOOR (CBC 11B-404.2.7). G. TOILET PAPER DISPENSER SHALL PERMIT CONTINUOUS PAPER FLOW AND SHALL NOT CONTROL DELIVERY (CBC 11B-604.9.6). H. ACCESSIBLE COMPARTMENT DOOR EQUIPPED WITH AN AUTOMATIC CLOSING DEVICES (5 SECONDS MIN. SWEEP TIME FROM OPEN POSITION OF 90 DEGREES TO A POINT 12 DEGREES FROM THE LATCH). I. SEE ACCESSIBILITY NOTES FOR ADDITIONAL REQUIREMENTS. J. FLUSH CONTROL SHALL BE ON WIDE SIDE OF TOILET COMPARTMENT AT ALL ACCESSIBLE STALLS, TYP. K. WHERE ONLY ONE TYPE OF TOILET FIXTURE OR ACCESSORY IS USED, IT SHALL BE POSITIONED FOR ACCESSIBILITY. H. LOCATE TOWEL, SANITARY NAPKIN, AND WASTE RECEPTACLES WITH ALL OPERABLE PARTS NOT MORE THAN 40 INCHES FROM THE FLOOR. I. LOCATE TOILET TISSUE DISPENSERS ON THE WALL OR PARTITION WITHIN 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 (CBC 11B- 604.7) J. GRAB BARS, TUB AND SHOWER SEATS, FASTENERS AND MOUNTING DEVICES SHALL BE DESIGNED FOR 250 LB. PER LINEAR FOOT LOAD. K. GRAB BARS (REFER DETAIL ): 1) THE DIAMETER OR WIDTH OF THE GRIPPING SURFACE OF A GRAB BAR SHALL BE 1-1/4" TO 1-1/2" OR THE SHAPE SHALL PROVIDE EQUIVALENT GRIPPING SURFACE. 2) IF THE GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE WALL AND GRAB BARS SHAL LBE 1-1/2". 3) A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHALL BE FREE OF ANY SHARP OR ABRASIVE ELEMENTS. 4) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 5) EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". L. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES. 1. ENTRANCES AND DOORWAYS: (REFER TO DETAIL ) A. PRIMARY ENTRANCES TO BUILDINGS AND FACILITIES SHALL BE MADE ACCESSIBLE TO THE DISABLED. B. RECESSED DOOR MATS SHALL BE ANCHORED TO PREVENT INTERFERENCE WITH WHEELCHAIRS. C. ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE SIGN (INTERNATION SYMBOL OF ACCESSIBILITY) AND WITH ADDITIONAL DIRECTIONAL SIGNS AS REQUIRED VISIBLE FROM APPROACHING PEDESTRIAN WAYS. D. THE FLOOR OR LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL BE A MINIMUM 60" SQUARE IN THE DIRECTION OF THE DOOR SWING AND A MINIMUM 44" SQUARE OPPOSITE THE DIRECTION OF DOOR SWING. THE SQUARES SHALL BE MEASURED AT RIGHT ANGLES TO THE PLANE OF THE DOOR IN ITS CLOSED POSITION. SEE NOTE E BELOW FOR STRIKE SIDE CLEARANCES. E. THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS SHALL EXTEND 24" PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR DOORS AND 18" PAST THE STRIKE EDGE FOR INTERIOR DOORS. F. THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2" LOWER THAN THE THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4" AND 1/2" SHALL BE BEVELED NO GREATER THAN 1:2. G. THE SPACE BETWEEN TWO CONSECUTIVE DOOR OPENINGS IN A VESTIBULE, SERVING OTHER THAN A REQUIRED EXIT STAIRWAY, MUST HAVE AT LEAST 48" OF CLEAR SPACE FROM ANY DOOR OPENING INTO THE VESTIBULE WHEN THE DOOR IS OPEN 90 DEGREES FROM ITS CLOSED POSITION. DOOR IN SERIES MUST SWING IN THE SAME DIRECTION OR AWAY FROM THE SPACE BETWEEN THE DOORS. H. WHERE A PAIR OF DOORS, MANUALLY OR AUTOMATICALLY OPERATED, IS UTILIZED, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR, UNOBSTRUCTED OPENING 32" WIDE W/ THE LEAF POSITIONED 90 DEGREES FROM ITS CLOSED POSITION. I. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTMOATIC AND SLIDING SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO OPEN BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME DOORS ARE USED A 10" HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATED A TRAP OR HAZARDOUS CONDITION. J. MAXIMUM EFFORT TO OPERATED DOORS SHALL NOT EXCEED 5 LB. SUCH PULL OR PUSH EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MAXIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 2. DRINKING FOUNTAINS: (REFER TO DETAIL ) A. ON ANY FLOOR WHERE DRINKING FOUNTAINS ARE PROVIDED, THERE SHALL BE A DRINKING FOUNTAIN THAT IS ACCESSIBLE TO INDIVIDUALS WHO USE WHEELCHAIRS AND ONE ACCESSIBLE TO THOSE WHO HAVE DIFFICULTY BENDING OR STOOPING ("HI-LO" FOUNTAIN) PER CBC 11B-211.2) WHERE MORE THAN ONE IS PROVIDED ON A FLOOR, 50% SHALL COMPLY WITH THESE REQUIREMENTS.(CBC 11B-211.3) B. THE DRINKING FOUNTAIN SHALL BE A MINIMUM OF 18 INCHES AND A MAXIMUM OF 19 INCHES IN DEPTH AND THERE SHALL BE A CLEAR AND UNOBSTRUCTED KNEE SPACE UNDER THE DRINKING FOUNTAIN NOT LESS THAN 27 INCHES IN HEIGHT, 30 INCHES IN WIDTH, AND 8 INCHES IN DEPTH, THE DEPTH MEASUREMENT BEING TAKEN FROM THE FRONT EDGE OF THE FOUNTAIN. ADDITIONALLY THERE SHALL BE TOE CLEARANCE OF 9 INCHES IN HEIGHT ABOVE THE FLOOR, AND 17 INCHES IN DEPTH FROM THE FRONT EDGE OF THE FOUNTAIN. A SIDE APPROACH DRINKING FOUNTAIN IS NOT ACCEPTABLE. C. THE BUBBLER SHALL BE ACTIVATED BY A CONTROL WHICH IS EASILY OPERATED BY A DISABLED PERSON SUCH AS A HAND-OEPRATED LEVER TYPE LOCATED WITHIN 5 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN. THE BUBBLER OUTLET ORIFICE SHALL BE LOCATED WITHIN 6 INCHES OF THE FRONT OF THE DRINKING FOUNTAIN AND SHALL BE WITHIN 36 INCHES OF THE FLOOR. THE WATER STREAM FROM THE BUBBLER SHALL BE SUBSTANTIALLY PARALLEL TO THE FRONT EDGE OF THE DRINKING FOUNTAIN. THE SPOUT SHALL PROVIDE A FLOW OF WATER THAT IS AT LEAST 4 INCHES HIGH SO AS TO ALLOW THE INSERTION OF A CUP OR GLASS UNDER THE FLOW OF WATER. THE FORCE REQUIRED TO ACTIVATE THE CONTROLS SHALL BE NO GREATER THAN 5 LB. D. WATER FLOW. THE SPOUT SHALL PROVIDE A FLOW OF WATER 4 INCHES (102 MM) HIGH MINIMUM AND SHALL BE LOCATED 5 INCHES (127 MM) 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 LESS THAN 3 INCHES (76 MM) OF THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 30 DEGREES MAXIMUM. WHERE SPOUTS ARE LOCATED BETWEEN 3 INCHES (76 MM) AND 5 INCHES (127 MM) MAXIMUM FROM THE FRONT OF THE UNIT, THE ANGLE OF THE WATER STREAM SHALL BE 15 DEGREES MAXIMUM. 3. SANITARY FACILITIES: A. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WITH A DOOR THAT HAS AN AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" INCHES WHEN LOCATED AT THE END AND 34" INCHES WHEN LOCATED AT THE SIDE WITH THE DOOR POSITION AT AN ANGLE OF 90 DEGREES AWAY FROM ITS CLOSED POSITION. 3. SWITCHES, CONTROLS AND ELECTRICAL OUTLETS:(REFER TO DETAIL ) A. ELECTRICAL AND COMMUNICATION SYSTEMS OUTLETS SHALL BE MOUNTED NOT LESS THAN 15 INCHES ABOVE THE FLOOR OR WORKING PLATFORM. B. THE HIGHEST OPERABLE PART OF ALL CONTROLS, DISPENSERS, RECEPTACLES AND OTHER OPERABLE EQUIPMENT SHALL BE 48" MAXIMUM AND 15" MINIMUM ABOVE THE FINISH FLOOR OR WORKING PLATFORM AT BOTH FORWARD AND PARALLEL APPROACH PER CBC 11B-308.2.1 AND 11B-308.3.1 C. IF REACH IS OVER AN OBSTRUCTION (FOR EXAMPLE, A BASE CABINET) BETWEEN 20" AND 25" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 44" FOR FORWARD APPROACH. FOR SIDE APPROACH PROVIDED THE OBSTRUCTION IS NO MORE THAN 24" IN DEPTH, THE MAXIMUM HEIGHT IS REDUCED TO 46". THE OBSTURCTION MAY NOT EXTEND MORE THAN 24" FROM THE WALL BENEATH THE CONTROL. D. FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK. E. IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES PER MINUTE. F. WARNING SYSTEMS SHALL COMPLY WITH NFPA 72 AND 72G (AS AMENDED BY CHAPTER 35) AND SHALL PROVIDE VISUAL ALARMS (I.E. STROBES) IN RESTROOMS, CORRIDORS, MULTI-PURPOSES ROOMS, LOBBIES, MEETING ROOMS, AND ANY OTHER COMMON USE ROOMS (CBC 11B-702.1). 4. ADDITIONAL COMPLIANCE REQUIREMENTS: A. AT LEAST 5%, AND A MINIMUM WIDTH OF 30", OF EACH TABLE/COUNTER WORK SURFACE AND/OR TRANSACTION STATION IN EMPLOYEE WORK AREAS, SHALL HAVE A SURFACE BETWEEN 28" AND 34" ABOVE THE FLOOR( CBC 11B-203.9). B. ALL ACCESSIBLE AT TABLES OR COUNTERS SHALL PROVIDE KNEE CLEARANCE OF AT LEAST 27" HIGH, 30" WIDE, AND 19" DEEP (11B-902.2, 11B-306.3.3 & 11B-306.3.5) 11 A62.3 5 - 3 - 6 - STAFF TOILET ROOM PLUMBING FIXTURE HEIGHTS/DIMENSIONS 9" (19" MIN. FOR SINK) 17" MIN. 6" MAX. 34 " M A X . @ A P R O N 29 " M I N . 34 " M A X . 6" 27 " M I N . INSULATED PIPES ELEVATIONSECTION LAVATORY NOTES: 1. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE LAVATORY. 2. ALL HOT WATER & DRAIN PIPES ACCESSIBLE UNDER LAVATORIES MUST BE INSULATED OR OTHERWISE COVERED. BACKSPLASH WHERE OCCURS PLAN GRAB BAR, SEE ELEVATION @ SIDE DOOR 60" MIN. CLR RECESSED TOILET ACCESSORIES, SEE PLAN & ELEVATIONS 17 " - 1 8 " SIDE DOOR 34" MIN. CLR @ A P R O N 29 " M I N . 4" MIN. TO SIDEWALL OR FIXTURE CLEAR SPACE MAX. PROJECTION OF ACCESSORIES FACE OF WALL FO F FACE OF WALL 1' - 6" ACCESSIBLE STD. URINAL 1' - 3 " MA X . 1' - 5 " 32" MIN. CLR 4' - 0 " MIN. 1' - 6"STRIKE SIDE CLEARANCE 2' - 0 " SIDE ELEVATION FRONT ELEVATION T. O . R A I L 3 6 " 24" MIN. 54" MIN. FLUSH VALVE @ WIDE SIDE GRAB BAR 4' - 6" FOF 17" - 18" T. O . S . 17 " - 1 9 " MIN. 1' - 0" MIN. 2' - 0" GRAB BAR 3' - 0" MIN. 13-1/2" MIN. PROJECTION FROM WALL (CBC 11B-605.2) 36" MIN. CLEAR WHERE WALLS OR PROJECTIONS EXTEND MORE THAN 24" FROM FRONT OF CLEAR SPACE 4" MAX. EN D D O O R 32 " M I N . C L R 18 " M I N . 5' - 0 " M I N . C L R @ END DOOR 48" MIN. CLR FLOOR-MOUNTED TOILET 59" MIN (INWARD SWING DOOR) TOILET ROOM ACCESSORY MOUNTING HEIGHTS PAPER TOWEL DISPENSER & WASTE SECTION - FULLY RECESSED ELEVATION SECTION - SEMI-RECESSED 4" MAX. 3' - 4 " P.T. DISP. FRAMELESS MIRROR (SIZE PER INTERIOR ELEVATIONS) MIRROR 35 " M A X O T H E R W I S E 40 " M A X O V E R C O U N T E R O R L A V O R A T O R Y TO B O T T O M O F RE F L E C T E D S U R F A C E 27 " M A X . 8" MIN. MA X . 4" . 1- 1 / 2 " M I N . 1- 1 / 2 " M I N . T. O . R A I L 3 6 " TY P . 1' - 0 " EQ. EQ. PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 40 " M A X . 40 " M A X . SOAP DISPENSERS FIXTURE MOUNTING SINK AND MIRROR URINAL & URINAL SCREENS FLOOR & WALL MOUNTED WC NOTE: VERIFY LOCATION OF BLOCKING WITH TYPE AND LOCATION OF FIXTURE OR PARTITION BEFORE INSTALLATION, SEE PLAN FOR ACTUAL FIXTURE LOCATION. REFER TO MANUFACTURER FOR RECOMMENDED MOUNTAING HARDWARE. TYPICAL MIRROR SUPPORT: 4" X 20 GA STEEL TRACK, ATTACH TO (2) STUDS MIN. WITH (3) #8 S.M.S. EACH STUD, CUT AND BEND FLANGES TO STUDS, EXTEMD 4" MAX AT ENDS. TYPICAL FIXTURE AND PARTITION SUPPORT: 4" X 16 GA STEEL TRACK, ATTACH TO (3) STUDS MIN WITH (3) # 8 S.M.S. EACH STUD, CUT AND BEND FLANGES AT STUDS, EXTEND 4" MAX AT ENDS. COORDINATE WITH PLUMBING BRACKET, TYP. HAND DRYER MA X . 3' - 4 " A F F 8" 3" ELECTRIC HAND DRYER REFER TO ELECTRICAL DWGS. FOR POWER FLOOR-MOUNTED TOILET 59" MIN (INWARD SWING DOOR) FLOOR-MOUNTED TOILET 59" MIN (INWARD SWING DOOR) 56" MIN (INWARD SWING DOOR) TOILET PARTITION SYSTEM PARTITION OR WALL-MOUNTED TOILET TISSUE DISPENSER (& FEMININE NAPKIN DISPOSAL IN WOMEN'S RESTROOMS) GRAB BARS. FOR MOUNTING SEE DET. FIN. FLOOR 1' - 0 " 5' - 0 " 33 " - 3 6 " 2' - 4 " TOILET TISSUE DISPENSER LOCATED WITHIN 7" - 9" OF THE FRONT EDGE OF THE TOILET SEAT FACE OF WALL 1- 1 / 2 " M I N . TOILET COMPARTMENT ACCESSORIES INDIVIDUAL ITEMS 7" - 9" 36" MAX. 19 " M I N . 11 A62.3 NOTES: 1. REFER TO SPECIFICATIONS AND TOILET ACCESSORY SCHEDULE FOR MORE INFORMATION. 2. FOR TOILET PARTITIONS REFER TO SPECIFICATIONS AND DETAIL 3. REFER TO PLUMBING DRAWINGS FOR MORE INFORMATION ON SPECIFIC FIXTURES. TY P I C A L L A N D I N G 5' - 0 " 4' - 0 " 44 " @ D O O R S W I T H O U T CL O S E R & L A T C H 48 " @ D O O R S W I T H 4' - 0" MIN. CLR 2' - 10"CLOSERS & LATCH 12" MIN. CLR AT DOORS W/ LEVEL LANDING AT BOTH SIDES OF DOOR (@ EXTERIOR - 2% MAX SLOPE ALLOWED IN EITHER DIRECTION) - CLEARANCES PER CBC FIGURE 11B-404.2.4.1 24" MIN. CLR @ OUT-SWINGING EXT.DOORS 18" MIN. CLR @ INTERIOR DOORS 48 " M A X . REACH DEPTH 10" MAX. 34 " M A X . 15 " M A X . 48 " M A X . REACH DEPTH 10" MAX. 46 " M A X . 34 " M A X . GREATER THAN 10" TO 24" MAX TO 25" MAX. REACH DEPTH GREATER THAN 20" 44 " M A X . UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH OBSTRUCTED HIGH FORWARD REACH 11B-308.2.2 11B-902.3 48 " M A X . 15 " M A X . 48 " M A X . REACH DEPTH 20" MAX UNOBSTRUCTED FORWARD REACH REACH RANGE NOTES FORWARD REACH TO WALL MOUNTED OBJECTS W/O OBSTRUCTIONS • 30"x48" CLEAR FLOOR SPACE FOR FORWARD APPROAC IS PROVIDED TO OBJECT. • ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS AN ACCESIBLE ROUTE OR ADJOINTS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE SIDE REACH - WALL MOUNTED OBJECTS W/0 OBSTRUCTIONS • 30"x48" CLEAR FLOOR SPACE FOR PARALLEL APPROACH IS PROVIDED AT OBJECT. • ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR SPACE ADJOINS AN ACCESIBLE ROUTE OR ADJOINTS ANOTHER WHEELCHAIR CLEAR FLOOR SPACE AISLE 48" CLR. MIN. FORWARD APPROACH (KNEE UNDER COUNTER)SIDE APPROACH AISLE 36" CLR. MIN. 27 " M I N . 27 " M I I N . 28 " M I N . - 3 4 ' M A X . 28 " M I N . - 3 4 ' M A X . ELEVATION 3' - 6 " U . N . O . 8" MIN. ELEC. SWITCH T-STAT TELE/CRT POWER 1' - 0" MAX. 2'-0" AT PARTY WALLS AND AREA SEPEARATIONS OUTLETS SECTION HORIZONTAL METAL STRAP BETWEEN STUDS 1' - 0" MAX. TELE/DATA/POWER J-BOXES MI N . 1' - 3 " NOTES: 1. REF PLANS FOR FIXTURE LOCATIONS. 2. ALL AREAS AFFECTED BY INSTALLATION OF NEW D.F. SHALL BE PATCHED AND REPAINTED TO MATCH (E) TEXTURE AND FINISH. 3. REFERENCE THE ELECTRICAL DRAWINGS FOR POWER. ELEVATION CL 27 " M I N SP O U T H E I G H T 36 " M A X BACK PANEL PUSH BUTTON CONTROL, TYP. ACCESSIBLE LOCATION 32" MIN CLR PLAN 30"X48" REQUIRED CLEAR FLOOR SPACE 18 " - 1 9 " ACCESSIBLE LOCATION 1' - 3" 1' - 3" 3" M A X . TY P . 1' - 6 " 3' - 10" PIPE RAILS PER DETAIL SP O U T H E I G H T 38 " T O 4 3 " 1'-4" MIN.1' - 6" CLCLPIPE RAILS 1' - 3"1' - 3" 3 A62.3 12 A62.3 WIDTH PER INT. ELEVATION KN E E S P A C E 2' - 3 " 30" MIN. CLR. ADJACENT CASEWORK WHERE OCCURS REFER TO INTERIOR ELEVATIONS COUNTERTOP AS SCHEDULED 2' - 1 0 " M A X . HATCHED AREA MUST BE ACCESSIBLE 4" 2' - 0" WALL PER PLAN INSULATE HOT WATER PIPE & DRAIN, TYP. THERE SHALL BE NO SHARP OR ABRASIVE OBJECTS OR SURFACES UNDER SINK ACCESSIBLE UNDERMOUNT VANITY W/ WITH MAX DEPTH OF 6-1/2", REFER TO PLUMBING KN E E S P A C E 2' - 3 " MAX. 6" 4" 1" ANCHORAGE AT BASE AND WALL PER TYPICAL CASEWORK ANCHORAGE DETAIL 13/A62.1. 3' - 0 " 3' - 0" VAN1' - 0 " NOTE: 1. ACCESSIBILITY SIGNACE SHALL COMPLY WITH SECTION 11B-502.6 WHITE EMBLEM WHITE STRIPING 3'-0" X 3'-0" PAINTED INTERNATIONAL SYMBOL OF ACCESSIBLITY BLUE FIELD COLOR SHALL BE EQUAL TO COLOR NO. 15090 FEDERAL STANDARD 595a 12" HIGH LETTERS THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 GEN-4 GENERAL ACCESSIBILITY 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 ACCESSIBILITY NOTES 3/8" = 1'-0"1TOILET ROOM ACCESSORIES AND PLUMBING FIXTURE HEIGHT3/8" = 1'-0"5ACCESSIBLE DOOR LANDING 3/8" = 1'-0"2ACCESSIBLE REACH RANGE 3/8" = 1'-0"6ACC. SWITCH CONTROLS & OUTLETS 1/2" = 1'-0"3ACC. DUAL HEIGHT DRINKING FOUNTAIN 3/4" = 1'-0"4ACCESSIBLE SINK W/ CASEWORK DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 1" = 1'-0"7ADA ACCESSIBLITY SYMBOL Refrigerator M A B C D E F 1 2 3 4 5 5' - 6 " 9' - 2 " 8' - 6 " 13 ' - 8 " 8' - 0 " 3' - 3" 10 ' - 6 " 12 ' - 0 " 18' - 4"7' - 6"27' - 4"6' - 4"47' - 0" 106' - 6" 952 SF OPEN 131 237 SF MEETING ROOM 130 416 SF MECHANICAL 136 151 SF STAFF LOUNGE 121 231 SF STAFF WORKROOM 122 44 SF STAFF RESTROOM 123 785 SF COMMUNITY ROOM 110 28 SF IDF 119 31 SF STORAGE 118 57 SF STORAGE 117 18 SF ELEC. RM 111 18 SF CUSTODIAL 113 57 SF WOMEN'S 115 59 SF MEN'S 116 142 SF STORAGE/SUPPLIES 105 377 SF CIRCULATION WORKROOM 107 994 SF INNOVATION CENTER 104 22 SF VEST. 112 22 SF VEST. 114 614 SF LOBBY 101 265 SF CORRIDOR 102 123 SF CORRIDOR 106 217 SF CHILDREN'S STACKS 124 94 SF FAMILY RR 126 1053 SF OPEN 132 691 SF OPEN 133 962 SF OPEN 134 8' - 1" 1 3 / 4 " 6' - 3" 1 1 / 2 " 14' - 0 3/4" 10 ' - 1 1 / 4 " 11 ' - 8 1 / 2 " 75 SF LIBRARIAN 137 W3.4 W3.6 W6.6 W5.4 W3.4 W5.4W5.4 A31.2 1 TRAVEL DISTANCE = 85' 708 SF PATIO 135 BB W3.4 W3.6 W3.6 4' - 0"9"4' - 0"9"4' - 0"9"4' - 0"9"4' - 0"9"4' - 0"8 3/4"4' - 0" 32' - 5 3/4" 8' 10' 8' 20' 36" 72" 72" 72" 36" 36" EXIT 93 EXIT 68 15 ' 26' 22 ' 26' 7' 10 ' 106' - 6" EXIT 24 EXIT 30 EXIT 2 EXIT 1 EXIT 16EXIT 2 EXIT 3 EXIT 51 EXIT 30 EXIT 30 EXIT 1 EXIT 1 STAIR WIDTH - CBC 1005.3.1 OCCUPANT LOAD x .3 EGRESS COMPONENTS - CBC 1005.3.2 OCCUPANT LOAD x .2 MAX. OCC. LOAD OF SPACE - CBC TABLE 1006.2.1 GROUP A: 49 OCCUPANTS COMMON PATH OF EGRESS TRAVEL DISTANCE WITHOUT SPRINKLER SYSTEM: 75' MAX. EXIT ACCESS TRAVEL DISTANCE - CBC TABLE 1017.2 GROUP A WITHOUT SPRINKLER: 200' MAX. NEW METAL STUD WALL PER SHEET A61.1 EXISTING METAL STUD WALL EXISTING CONCRETE WALL NEW CONCRETE WALL PER SHEET A61.1 EXITING TAG SHOWING NUMBER OF OCCUPANTS & EXIT DIRECTION EXIT XX EXIT PATH CONSTRUCTION TYPE VB - NONSPRINKLER REQUIREMENTS FOR A-3 OCCUPANCY ALLOWABLEELEMENT BEARING WALLS - EXTERIOR CBC TABLE 601 NOTES BEARING WALLS - INTERIOR NON-BEARING WALLS - EXTERIOR NON-BEARING WALLS - INTERIOR ROOF/CEILING ASSEMBLIES ROOFING 0 HR 0 HR CLASS C CBC TABLE 705.5 BUILDING AREA BUILDING HEIGHT NUMBER OF STORIES CBC TABLE 506.2 - SEE TABLE ABOVE FOR INCREASE10,500 SF CBC TABLE 504.340' CBC TABLE 504.41 CBC TABLE 6010 HR CBC TABLE 6010 HR CBC TABLE 6010 HR CBC TABLE 1505.1 ACTUAL 0 HR 0 HR CLASS C 9,444 SF 23' - 7 1/2" 1 0 HR 0 HR 0 HR THE B OCCUPANCY IS CONSIDERED AS NON SEPARATED OCCUPANCIES IN ACCORDANCE WITH SECTION 509 WITH GROUP A-3 AS THE MOST RESTRICTIVE OCCUPANCY FLOOR CONSTRUCTION CBC TABLE 6010 HR 0 HR PLUMBING FIXTURE REQUIREMENTS OCCUPANT LOAD FACTOROCCUPANCY TYPE A-3 2022 CALIFORNIA PLUMBING CODE TABLE 422.1 ACTUAL S.F. TOTAL OCCUPANTS WATER CLOSET MALE LAVATORY DRINKING FOUNTAIN 7,343 PER TABLE ABOVE 194 97 97 1 DRINKING FOUNTAIN CPC TABLE 4-1 1 TOILETS 1 URINAL 3 TOILETS 97 97 1 LAV. 1 LAV. PLUMBING FIXTURE REQUIRED - PROVIDED WATER CLOSET MALE LAVATORY MALE DRINKING FOUNTAIN 1 REQUIRED 1 REQUIRED URINAL FEMALE 3 REQUIRED 1 REQUIRED 1 REQUIRED 1 REQUIRED 3 PROVIDED1 PROVIDED 1 PROVIDED 2 PROVIDED 2 PROVIDED 2 PROVIDED FEMALE MALE FEMALE 194 FEMALE OCC.ALLOWABLE AREA PER TABLE 506.2 (At) INCREASES PER CBC SECTION 506 A-3 TOTAL AREA ALLOWED (Aa) Aa = At + (NS x lf) Aa - ALLOWABLE AREA CALCULATED PER 506.2 At - TABULAR AREA PER CBC TABLE 506.2 lf - FRONTAGE INCREASE PER CBC SECTION 506.3.3 - SEE CALCULATION BELOW Sa - MULTIPLE STORY INCREASE PER CBC 506.2.3 Aa = 6,000 + (6,000 x .75 Aa = 6,000 + 4,500 Aa = 10,500 6,000 FRONTAGE INCREASE (If) = TABLE 506.3.3 P - PERIMETER OF ENTIRE BUILDING = 433' F - PERIMETER OF BUILDING W/ MIN. 20' FRONTAGE = 401' W - FRONTAGE WIDTH = >30' PERCENTAGE OF BUILDING PERIMETER: 92% (>75%) OPEN SPACE WIDTH: >30' PER TABLE 506.3.3 FRONTAGE INCREASE: 0.75 ALLOWABLE AREA CALCULATION CONSTRUCTION TYPE V-B OCCUPANCY LOADS ROOM NO. 101 PER CBC TABLE 1004.5 FOR EGRESS AND CPC TABLE 4-1 FOR PLUMBING FIXTURES ROOM NAME OCCUPANCY FACTOR AREA (SQUARE FEET) OCCUPANCY LOAD 104 110 130 107 122 121 137 124 LOBBY INNOVATION CENTER COMMUNITY ROOM MEETING ROOM CIRCULATION WORKROOM STAFF WORKROOM STAFF LOUNGE LIBRARIAN CHILDREN'S STACKS 614 SF 998 SF 785 SF 237 SF 377 SF 231 SF 151 SF 75 SF 217 SF 15 NET 15 NET 15 NET 15 NET 150 GRS 150 GRS 150 GRS 150 GRS 100 GRS 41 67 52 16 3 2 2 1 2 131 132 OPEN OPEN 952 SF 1053 SF 50 NET 100 GRS 19 11 133 134 OPEN OPEN 691 SF 962 SF 50 NET 100 GRS 14 10 TOTAL PROVIDED 9,444 SF CBC CPC CBC CPC 15 30 30 30 150 150 150 150 50 50 50 50 50 41 34 26 8 3 2 2 1 4 19 22 14 20 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 GEN-5 CODE ANALYSIS PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 3/16" = 1'-0"1FIN. FLOOR LEVEL -PROPOSED PLAN EGRESS REQUIREMENTS EXITING PLAN LEGEND CONSTRUCTION TYPE REQUIREMENTS PLUMBING FIXTURE REQUIREMENTS CODE ANALYSIS OCCUPANCY GROUP: A,B TYPE OF CONSTRUCTION: V-B SPRINKLERS: NO NO NEW SPRINKLERS PROPOSED BUILDING AREA Number Name Area 131 OPEN 952 SF 130 MEETING ROOM 237 SF 136 MECHANICAL 416 SF 121 STAFF LOUNGE 151 SF 122 STAFF WORKROOM 231 SF 123 STAFF RESTROOM 44 SF 110 COMMUNITY ROOM 785 SF 119 IDF 28 SF 118 STORAGE 31 SF 117 STORAGE 57 SF 111 ELEC. RM 18 SF 113 CUSTODIAL 18 SF 115 WOMEN'S 57 SF 116 MEN'S 59 SF 105 STORAGE/SUPPLIES 142 SF 107 CIRCULATION WORKROOM 377 SF 104 INNOVATION CENTER 994 SF 112 VEST. 22 SF 114 VEST. 22 SF 101 LOBBY 614 SF BUILDING AREA Number Name Area 102 CORRIDOR 265 SF 106 CORRIDOR 123 SF 124 CHILDREN'S STACKS 217 SF 126 FAMILY RR 94 SF 132 OPEN 1053 SF 133 OPEN 691 SF 134 OPEN 962 SF 137 LIBRARIAN 75 SF 135 PATIO 708 SF Grand total: 29 9444 SF DESCRIPTION DATE 1 ASI #01 04/09/25 1 1 1 A B RESTROOM DOOR SIGNAGE - WOMEN 2/GEN-6 RESTROOM DOOR SIGNAGE - MEN 3/GEN-6 C RESTROOM DOOR SIGNAGE - ALL GENDERS 4/GEN-6 D ASSISTIVE LISTENING SIGN 17/GEN-6 F RESTROOM SIGN - WOMEN 6/GEN-6 G RESTROOM SIGN - MEN 7/GEN-6 H RESTROOM SIGN - ALL GENDERS 8/GEN-6 K TACTILE EXIT ROUTE SIGN 12/GEN-6 L TACTILE ROOM IDENTIFICATION SIGN 11/GEN-6 M ACCESSIBLE ENTRY SIGN 9/GEN-6 O TACTILE EXIT SIGN 14/GEN-6 Q R DIRECTIONAL ACCESS SIGN 10/GEN-6 DESCRIPTION SHT.NO. OCCUPANT LOAD SIGN 13/GEN-6 S BOOK DROPOFF SIGNAGE 18/GEN-6 I FIRE ALARM PANEL LOCATED INSIDE 15/GEN-6 J FIRE ALARM EMERG. POWER SRC. 16/GEN-6 60 " M A X . A F F 58 " M I N . A F F F.F. NOTE: 1. AT ALL DOUBLE DOORS, LOCATE SIGNAGE ADJACENT TO JAMB OF INACTIVE LEAF OF DOOR PAIR. PROVIDE 90 DEGREE INHIBITOR TYPE CLOSER ON INACTIVE DOOR. 2. SEE DOOR SCHEDULES FOR TYPE OF DOOR SIGNAGE AT ALL DOORS. 3. SEE REQUIRED ROOM SIGNAGE DETAILS FOR REQUIRED HEIGHT. RESTROOM SYMBOL @ ALL RESTROOM DOORS, SEE DETAIL CL CL REQUIRED ROOM OR ACCESSIBLE ENTRY SIGNAGE PER DETAILS 9" EQ EQ CL SEE PLANS AND DOOR SCHEDULES FOR SIGNAGE TYPE AT EACH DOOR 2 GEN-6 3 GEN-6 4 GEN-6 6 GEN-6 7 GEN-6 8 GEN-6 9 GEN-6 18" MIN. 18 " M I N . FIGURE 11B-703.4.2 LOCATION OF TACTILE SIGNS AT DOORS 45.00° CENTERED ON TACTILE CHARACTERS 1' - 0 " D I A . 6" 1/4" CLEAR ACRYLIC PLASTIC OPAQUE COLORED ACRYLIC PLASTIC BACKING GRAPHIC PAINTED ON INTERIOR FACE OF CLEAR PLASTIC BACKGROUND COLOR SHALL CONTRAST 70% WITH DOOR COLOR. WHEN ISA IS USED, COLOR TO BE BLUE IN COLOR EQUAL TO FS-15090 PER FEDERAL STD. 595C INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT ALL RESTROOMS, WHITE IN COLOR WOMEN NOTE: 1. ATTACH SIGNS USING THREE FLATHEAD VANDAL RESISTANT COUNTERSUNK SCREWS AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM ABOVE FINISH FLOOR LINE TO CENTER OF SIGN. 2. EDGES AND VERTICES ON GENERIC SYMBOLS SHALL BE EASED OR ROUNDED @ 1/16" MIN. OR CHAMFERED @ 1/8" MAX. VERTICES SHALL BE RADIUSED BETWEEN 1/8" MIN. AND 1/4" MAC. PER CBC 11B-703.7.2.6.4 1/4" OVERALL THICKNESS 6" 1/4" CLEAR ACRYLIC PLASTIC OPAQUE COLORED ACRYLIC PLASTIC BACKING GRAPHIC PAINTED ON INTERIOR FACE OF CLEAR PLASTIC 11 1/8" 12" EA. SIDE RADIUS CORNER, TYP. BACKGROUND COLOR SHALL CONTRAST 70% WITH DOOR COLOR. WHEN ISA IS USED, COLOR TO BE BLUE IN COLOR EQUAL TO FS-15090 PER FEDERAL STD. 595C INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT ALL RESTROOMS, WHITE IN COLOR MENS NOTE: 1. ATTACH SIGNS USING THREE FLATHEAD VANDAL RESISTANT COUNTERSUNK SCREWS AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM ABOVE FINISH FLOOR LINE TO CENTER OF SIGN. 2. EDGES AND VERTICES ON GENERIC SYMBOLS SHALL BE EASED OR ROUNDED @ 1/6" MIN. OR CHAMFERED @ 1/8" MAX. VERTICES SHALL BE RADIUSED BETWEEN 1/8" MIN. AND 1/4" MAX. PER CBC 11B-703.7.2.6.4 1/4" OVERALL THICKNESS 6" 1/4"1/4" CLEAR ACRYLIC PLASTIC OPAQUE COLORED ACRYLIC PLASTIC BACKING GRAPHIC PAINTED ON INTERIOR FACE OF CLEAR PLASTIC RADIUS CORNER, TYP. BACKGROUND COLOR SHALL CONTRAST 70% WITH DOOR COLOR. WHEN ISA IS USED, COLOR TO BE BLUE IN COLOR EQUAL TO FS-15090 PER FEDERAL STD. 595C INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) AT ALL RESTROOMS, WHITE IN COLOR PER 11B-703.7.2.1 CBC 2016 ALL GENDERS NOTE: 1. ATTACH SIGNS USING THREE FLATHEAD VANDAL RESISTANT COUNTERSUNK SCREWS AND ADHESIVE. SIGNS SHALL BE CENTERED ON THE DOOR AND MOUNTED BEING A 4'-10" MINIMUM AND A 5'-0" MAXIMUM ABOVE FINISH FLOOR LINE TO CENTER OF SIGN. 2. EDGES AND VERTICES ON GENERIC SYMBOLS SHALL BE EASED OR ROUNDED @ 1/16" MIN. OR CHAMFERED @ 1/8" MAX. VERTICES SHALL BE RADIUSED BETWEEN 1/8" MIN. AND 1/4" MAX. PER CBC-703.7.2.6.4 11 3 1 / 3 2 " 12 " D I A . 1/4" THICK TRIANGLE MOUNTED ON 1/4" THICK CIRCLE BACKGROUND COLOR OF TRIANGLE SYMBOL SHALL CONTRAST WITH THE COLOR OF THE CIRCLE SYMBOL CHARACTER PROPORTIONS STROKE PROPORTION CALIFORNIA CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED. INDIVIDUAL BRAILLE DOTS SHALL EACH BE DISTINCT AND SEPARATE. EACH DOT SHALL BE ROUNDED OR DOMED IN LIEU OF SQUARE SIDED AND FLAT TOPPED. PER CBC TABLE 11B-703.3.1, DOT BASE DIAMETER SHALL BE 0.059" TO 0.063", DISTANCE BETWEN TWO DOTS IN THE SAME CELL SHALL BE 0.100", DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS SHALL BE 0.300", DOT HEIGHT SHALL BE 0.025" TO 0.037", AND DISTANCE BETWEEN CORRESPONDING DOTS FROM ONCE CELL DIRECTLY BELOW SHALL BE 0.395" TO 0.400" WIDTH TO HEIGHT PROPORTION TEMPLATE BRAILLE SPACING TEMPLATE PER CALIFORNIA BUILDING CODE (CBC) AND CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 24, PART 2. RAISED CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "O" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I". STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10% MINIMUM AND 20% MAXIMUM OF THE HEIGHT OF THE CHARACTER. H 110% H - MAX. 60% H - MIN H 20% H MAX. 10% H MIN. 5/16" FIGURE 11B-703.3.1 BRAILLE MEASUREMENT 3/32" 3/32 " 13/3 2 " 1/1 6 " DISTANCE BETWEEN CORRESPONDING DOTS IN ADJACENT CELLS DISTANCE BETWEEN DOTS IN THE SAME CELL DISTANCE BETWEEN CORRESPONDING DOTS FROM ONE CELL DIRECTLY BELOW SINGLE BRAILLE CELL BLANK CELL SPACE BETWEEN WORDS RAISED DOT BASE DIAMETER NO RAISED DOT DISTANCE BETWEEN DOTS IN THE SAME CELL 1. MEASURED CENTER TO CENTER. VISUAL CHARACTERS TO COMPLY WITH CBC SECTION 11B-703.5 7" 9" WOMEN 5" 3/ 8 " M I N . 1/ 2 " M A X . 3/ 8 " M I N . NO T E ( 2 ) 48 " M I N . A . F . F . 5" HIGH PICTOGRAM & 1" HIGH TACTILE LETTER, WHITE, FONT: AVANT GARDE (SANS SERIF) 1/4" THICK ACRYLIC SIGN PANEL (CONSTRUCTION PER SPECS) WOMEN BACKGROUND COLOR TO MATCH NEWHOPE BRANCH LIBRARY SIGNAGE COLOR WITH WHITE LETTERING BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS NOTE: FOR TACTILE TEXT REQUIREMENTS SEE DETAIL CL NO T E ( 1 ) 60 " M A X . A . F . F . NOTE (1) : TO THE BASELINE OF HIGHEST LINE OF RAISED CHARACTERS NOTE (2) : TO THE BASELINE OF LOWEST BRAILLE CELL F.F. 5 GEN-6 7" 9" MEN 5" 3/ 8 " M I N . 1/ 2 " M A X . 3/ 8 " M I N . NO T E ( 2 ) 48 " M I N A F F 5" HIGH PICTOGRAM & 1" HIGH TACTILE LETTER, WHITE 1/4" THICK ACRYLIC SIGN PANEL (CONSTRUCTION PER SPECS) MEN BACKGROUND COLOR TO MATCH NEWHOPE BRANCH LIBRARY SIGNAGE COLOR WITH WHITE LETTERING BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS CL NO T E ( 1 ) 60 " M A X A F F F.F.NOTE (1) : TO THE BASELINE OF HIGHEST LINE OF RAISED CHARACTERS NOTE (2) : TO THE BASELINE OF LOWEST BRAILLE CELL 5 GEN-6 FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. ALL GENDER 9" 1/ 2 " M A X . 3/ 8 " M I N . 3/ 8 " M I N . BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS 1/4" THICK ACRYLIC SIGN PANEL (CONSTRUCTION PER SPECS) BACKGROUND COLOR TO MATCH NEWHOPE BRANCH LIBRARY SIGNAGE COLOR WITH WHITE LETTERING CL NO T E ( 2 ) 48 " M I N . A . F . F . 9" NO T E ( 1 ) 60 " M A X . A . F . F . NOTE (1) : TO THE BASELINE OF HIGHEST LINE OF RAISED CHARACTERS NOTE (2) : TO THE BASELINE OF LOWEST BRAILLE CELL 5 GEN-6 FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. 6" 1/ 4 " 5 1 / 2 " 1/ 4 " 1/4"5 1/2"1/4" 6" 5' - 0 " A . F . F . CL INTERNATIONAL SYMBOL OF ACCESSIBILITY W/ WHITE SYMBOL GRAPHICS BACKGROUND COLOR - BLUE IN COLOR EQUAL TO FS-15090 PER FEDERAL STD. 595C 1/4" WHITE BORDER 1/2" CORNER RADIUS NOTE: PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. PROVIDE ADHESIVE MOUNTING SYSTEM WHEN ATTACHED TO GLAZING. 1' - 6 " 1' - 0" R 1" INTERNATIONAL SYMBOL OF ACCESSIBILITY W/ WHITE SYMBOL & GRAPHICS ARROW DIRECTION AS INDICATED GRAPHICALLY ON PLAN 1" HIGH TEXT AS INDICATED ON PLAN DIRECTIONAL SIGNAGE PER 2016 CBC 1009.10 NAME 1/4"VARIES 1/4" 1/ 4 " 4 1 / 2 " 1/ 4 " 5" OF T H E H I G H E S T R A I S E D C H A R A C T E R 60 " M A X . A . F . F . ME A S U R E D F R O M T H E B O T . BRAILLE FONT: CALIFORNIA ROUND TOP CONTRACTED GRADE 2 BRAILLE DOTS ROOM NAME AND NUMBER TEXT: 1" HIGH LETTERS, RAISED MIN 1/32" ABOVE BACKGROUND; FONT: AVANT GARDE (SANS SERIF, UPPER CASE), WHITE CENTER TEXT & BRAILLE ON SIGN NOTE: 1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. PROVIDE ADHESIVE MOUNTING SYSTEM WHEN ATTACHED TO GLAZING. 2. PRIMARY ENTRANCES TO RECEIVE ROOM IDENTIFICATION SIGN, SECONDARY ENTRANCES TO HAVE ROOM NUMBER U.N.O., REFER ACCESSIBILITY PLAN AND DOOR SCHEDULE 1" MI N . 1/ 2 " #1" 1/ 2 " M A X 3/ 8 " M I N BACKGROUND COLOR TO MATCH NEWHOPE BRANCH LIBRARY SIGNAGE COLOR WITH WHITE LETTERING OF T H E L O W E S T B R A I L L E 48 " M I N . A . F . F . ME A S U R E D F R O M T H E B A S E L I N E 5 GEN-6 FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. EXIT ROUTE 60 " M A X . A . F . F . 6" 4 1/2" TEXT: COLOR "EXIT ROUTE", 1" HIGH LETTERS RAISED MIN 1/32" ABOVE BACKGROUND FONT: AVANT GARDE (SANS SERIF) R 1/2" BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS NON-GLARE BACKGROUND OF 70% CONTRASTING COLOR TO TEXT - TO MATCH WCHS CAMPUS SIGNAGE COLOR WITH WHITE LETTERING NOTE: 1. PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERES. PROVIDE ADHESIVE MOUNTING SYSTEM WHEN ATTACHED TO GLAZING. A = RIGHT-HEADED ARROW B = LEFT-HEADED ARROW C = UP ARROW (AS INDICATED ON PLAN) 48 " M I N . A . F . F . 1/ 2 " M A X 3/ 8 " M I N 1/ 2 " M A X 3/ 8 " M I N 45 % S U B . LI N E S P A C I N G 5 GEN-6 FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. 4" 8" MAXIMUM OCCUPANCY XXX 1/4" THICK LAMINATED ACRYLIC SIGN, CONSTRUCTION PER SPECS TEXT: "MAXIMUM OCCUPANCY", 7/8" HIGH LETTERING, NUMBER IN 1" HIGH NUMERALS FONT: AVANT GARDE (SANS SERIF) 70 " M A X . A . F . F . 40 " M I N . A . F . F . ROOM NAME & # OCC INNOVATION CENTER #101 54 FIRE ALARM PANEL LOCATED INSIDE 6" 10" 1/4" THICK NON-GLARE ACRYLIC SIGN, BACKGROUND COLOR: RED 1/32" RAISED ROWMARK TEXT/GRAPHICS, COLOR: 311-201 WHITE LETTERING FONT: HELVETICA OF T H E L O W E S T B R A I L L E 48 " M I N . A . F . F . ME A S U R E D F R O M T H E B A S E L I N E BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS OF T H E H I G H E S T R A I S E D C H A R A C T E R 60 " M A X . A . F . F . ME A S U R E D T O B A S E L I N E FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. 5 GEN-6 1/2" RADIUS CORNER, TYP. MOUNTED TO WALL FIRE ALARM EMERGENCY POWER SOURCE 6" 10" 1/4" THICK NON-GLARE ACRYLIC SIGN, BACKGROUND COLOR: RED 1/32" RAISED ROWMARK TEXT/GRAPHICS, COLOR: 311-201 WHITE LETTERING FONT: HELVETICA OF T H E L O W E S T B R A I L L E 48 " M I N . A . F . F . ME A S U R E D F R O M T H E B A S E L I N E BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS OF T H E H I G H E S T R A I S E D C H A R A C T E R 60 " M A X . A . F . F . ME A S U R E D T O B A S E L I N E FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. 5 GEN-6 1/2" RADIUS CORNER, TYP. MOUNTED TO WALL 1' - 2" 7" 1/4" THICK LAMINATED ACRYLIC SIGN, CONSTRUCTION PER SPECS TEXT: "ASSISTIVE LISTENING SYSTEM AVAILABLE", 5/8" HIGH WHITE LETTERS FONT: AVANT GARDE (SANS SERIF) INTERNATIONAL HEARING ACCESS SYMBOL ASSISTIVE LISTENING SYSTEM AVAILABLE CONTACT ADMIN OFFICE FOR ARRANGEMENTS BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS 48 " M I N . A . F . F . FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL.5 GEN-6 BOOK DROP OFF ONLY 2' - 0 " MI N . W H E R E L O C A T E D I N W A L K I N G P A T H 6' - 8 " 1' - 1 0 " 4" 3" 16 GA. GALV. STL. SIGN PAINTED WHITE INCLUDING FASTENERS BOOK DROP OFF PARKING ONLY FONT: SANS SERIF 1" RAD., TYP. FINISH GRADE OR SLAB, REF. PLAN 2" x 2" GALV. TUBE STEEL POST 12" DIA. CONC. FOOTING 1' - 5" NOTE: TOW AWAY SIGNAGE PER CBC 11B-502.8 2% MAX IN P.O.T. PARKING ONLY 2' - 0 " 6 ' - 8 " T Y P . 1 ' - 2 " 1 ' - 6 " 4" 3" 16 GA. GALV. STL. SIGN PAINTED OSHA BLUE INCL. FASTENERS 9 1/2" HIGH ISA SYMBOL AND 2 1/4" HIGH "PARKING ONLY" PAINTED W/ WHITE REFLECTORIZED PAINT 1" R., TYP. 1/2" WIDE BORDER PAINTED W/ WHITE REFLECTORIZED PAINT FINISH GRADE OR SLAB, REF. PLAN PIPE 2 STD. GALV. STEEL POST 12" DIA. CONC. FOOTING 1' - 0" 16 GA. GALV. STL. SIGN PAINTED WHITE INCL. FASTENERS TEXT: "MINIMUM FINE OF $250.00" FONT: ARIAL, BLACK SIZE: 1" MINIMUM FINE OF $250.00 2% MAX. IN P.O.T. VAN ACCESSIBLE 6" 6" 16 GA. GALV. STL. SIGN PAINTED WHITE INCL. FASTENERS TEXT: "VAN ACCESSIBLE" FONT: ARIAL, BLACK SIZE: 1" EXIT1/ 2 " M A X 3/ 8 " M I N 60 " M A X . A . F . F . 6" 4 1/2" TEXT: "EXIT", 1" HIGH LETTERS RAISED MIN 1/32" ABOVE BACKGROUND FONT: AVANT GARDE (SANS SERIF) TO MATCH NEWHOPE BRANCH LIBRARY SIGNAGE COLOR WITH WHITE LETTERING R 1/2" BRAILLE: CALIFORNIA ROUNDED TOP CONTRACTED GRADE 2 BRAILLE DOTS NON-GLARE BACKGROUND OF 70% CONTRASTING COLOR TO TEXT NOTE: PROVIDE MECHANICAL MOUNTING W/ VANDAL RESISTANT FASTENERS. PROVIDE ADHESIVE MOUNTING SYSTEM WHEN ATTACHED TO GLAZING. 48 " M I N . A . F . F . MI N . 1/ 2 " 5 GEN-6 FOR TACTILE TEXT AND BRAILLE REQUIREMENTS SEE DTL. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 GEN-6 PROJECT COMPLIANCE SIGNAGE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SIGNAGE LEGEND 1/2" = 1'-0"13DOOR ROOM SIGNAGE 1 1/2" = 1'-0"2TOILET ROOM DOOR SIGNAGE -WOMEN 1 1/2" = 1'-0"3TOILET ROOM DOOR SIGNAGE -MEN 1 1/2" = 1'-0"4TOILET ROOM ALL GENDERS -A/G 1 : 1 5TACTILE SIGNAGE TEMPLATES 3" = 1'-0"6RESTROOM SIGN -WOMEN 3" = 1'-0"7RESTROOM SIGN -MEN 3" = 1'-0"8ALL GENDER SIGN -A/G 3" = 1'-0"9ACCESSIBLE ENTRY SIGN 1 1/2" = 1'-0"10DIRECTIONAL ACCESS SIGN 3" = 1'-0"11ROOM IDENTIFICATION SIGN 3" = 1'-0"12TACTILE EXIT ROUTE SIGN 3" = 1'-0"1OCCUPANT LOAD SIGN 3" = 1'-0"15FIRE ALARM PANEL LOCATED INSIDE SIGN 3" = 1'-0"16FIRE ALARM EMERG. POWER SRC. SIGN 3" = 1'-0"17ASSISTIVE LISTENING SIGN 1/2" = 1'-0"18BOOK DROP OFF SIGNAGE 1/2" = 1'-0"19ACCESSIBLE PARKING SIGNAGE 3" = 1'-0"14TACTILE EXIT SIGN DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 05/09/25 2 UP F M UP A A B B C C D D E E F F 1 1 2 2 3 3 4 4 5 5 26' - 4 1/2" 4' - 9 1/4" 41 ' - 2 " 21' - 3 1/2" 15 SPOTS 2 SPOTS 8 SPOTS 9 SPOTS 9 SPOTS 44 ' - 9 3 / 4 " 19' - 8 3/4" 46' - 11 1/2" 47 ' - 0 " 97' - 6" 25 ' - 2 " 19 ' - 1 0 " 2' - 0 " 2' - 6 1/2" 47 ' - 3 1 / 2 " 2' - 9 1/4" 12 ' - 2 1 / 2 " 99' - 6" 18 ' - 4 " 15' - 6 1/2" 13' - 6 1/2" 7' - 11 1/4" 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 16' - 11 1/2" S24 LIMITS OF WORK A62.4 3 ⅊ ⅊ ⅊ ⅊ ℄ NE W H O P E S T R E E T S24 (N) BUILDING MONUMENT SIGNAGE SEE A62.4 FOR DETAILS THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A01.0 SITE IMPROVEMENT PLAN - SIGNAGE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1" = 10'-0"1SIGNAGE SITE IMPROVEMENT PLAN SIGNAGE SITE PLAN KEYNOTES SCOPE OF WORK: DEMO EXISTING MONUMENT SIGN, INSTALL A NEW FREESTANDING MONUMENT SIGN APPLICABLE CODES ARE: 2022 CBC, 2022 CEC, 2022 ENERGY CODE, AND CITY OF SANTA ANA MUNICIPAL CODE 1 1 DESCRIPTION DATE 1 ASI #01 04/09/25 1 1 1 A A B B C C D D E E F F 1 1 2 2 3 3 4 4 5 5 NE W B U I L D I N G F A C A D E EXISTING BUILDING FACADE D1 D2 D5 D8 D7 D9 D10 D11D11 D12 D13 D14 D12 D13 D15 D16 D16 D17 D18 D19 D4 D3 D10 D20 D21 D22 D22 D22 15 SPOTS 9 SPOTS 9 SPOTS 9 SPOTS D2 3 D24 D25D25 D25 D26 D27 D18 D20 D14 D10 D18 ⅊ ⅊ ⅊ ⅊ ℄ NE W H O P E S T R E E T D28 D29 D18 TYP. D18 TYP. TYP. 1. DEMOLITION DRAWINGS PREPARED BY THE ARCHITECT ARE FOR A GENERAL DESCRIPTION OF EXISTING BUILDING COMPONENTS, ASSEMBLIES AND MATERIALS TO BE REMOVED. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITION AND QUANTITIES. 2. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL MUNICIPAL AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER ANY ASPECT OF THE DEMOLITION SCOPE. 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION WORK. 4. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS IN A MANNER COMPLIANT TO FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS AND GUIDELINES. 5. DEMOLITION CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH OWNER. IN NO CASE SHALL DEMOLITION WORK BE CONDUCTED DURING HOURS PROHIBITED BY LOCAL MUNICIPALITY. 6. PLANS ARE BASED ON EXISTING RECORD DRAWINGS AND VISUAL OBSERVATION. UNIDENTIFIED ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO REMOVAL. 7. ALSO REFERENCE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL COORDINATION OF ITEMS TO BE REMOVED OR PROTECTED IN PLACE. 8. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION COORDINATION AND PATCH BACK FOR STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION. 9. ELECTRICAL CONTRACTOR TO LOCATE CONNECTIVITY AND CONDUIT RUNS. D1 D2 D3 D4 D5 (E) SITE WALLS TO BE REMOVED D6 (E) BOOK RETURN TO BE REMOVED AND RELOCATED. REFER TO FOR NEW LOCATION (E) PARKING GATE TO BE SALVAGED AND RELOCATED PER A01.2, PATCH AND FILL CONCRETE, REFEER TO CIVIL FOR ADDITIONAL INFORMATION (E) CONCRETE TO BE REMOVED REFER TO CIVIL FOR ADDITIONAL INFORMATION (E) CONCRETE SIDEWALK TO BE REMOVED D7 D8 D9 D10 (E) TRUNCATED DOMES TO BE REMOVED (E) TRASH CAN TO BE REMOVED (E) BIKE RACKS TO BE REMOVED (E) LANDSCAPE TO BE REMOVED. REFER TO CIVIL FOR EXTENT OF SCOPE D11 (E) CURB TO BE REMOVED D12 D13 D14 (E) IRRIGATION CONTROL VALVE TO BE PROTECTED IN PLACE. REFER TO CIVIL FOR ADDITIONAL INFORMATION. (E) IRRIGATION PULL BOX TO BE PROTECTED IN PLACE. REFER TO CIVIL FOR ADDITIONAL INFORMATION. (E) ADA PARKING STALL SIGN TO BE REMOVED AND RELOCATED. D15 D16 D17 D18 (E) THREE (3) LANDSCAPE LIGHT FIXRURES TO BE REMOVED, REFER TO CIVIL FOR ADDITIONAL INFORMATION (E) TREES TO BE PROTECTED IN PLACE (E) CURB TO BE PROTECTED IN PLACE (E) AC PAVEMENT TO BE PROTECTED IN PLACE D19 (E) FLAG POLE TO BE PROTECTED IN PLACE D20 (E) GATE TO BE REMOVED D21 (E) SIDING ON PRECAST WALL TO BE REMOVED. PRECAST WALL TO REMAIN D22 (E) REMOVE PARKING STRIPING AND WHEEL STOP (WHERE OCCURS) D23 NOT USED D24 (E) STEEL FENCE AND LOW CMU WALL TO BE REMOVED. D25 (E) VIDEO SURVEILLANCE CAMERA TO BE REMOVED, PATCH AND REPAIR IN KIND D26 (E) VIDEO SECURITY SURVEILLANCE TO REMAIN PROTECTED IN PLACE D27 (E) DEMO EXISTING SIGN ON BUILDING, PREP AREA FOR NEW CORTEN PANELS NOT USED D28 (E) HOSE BIB TO REMAIN AND PROTECT IN PLACE D29 (E) ELECTRICAL JUCTION BOX TO REMAIN AND PROTECT IN PLACE THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A01.1 SITE DEMOLITION PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1" = 10'-0"1SITE DEMOLITION PLAN DEMOLITION NOTES SITE DEMOLITION PLAN KEYNOTES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 4 4 UP UP A A B B C C D D E E F F 1 1 2 2 3 3 4 4 5 5 S1 S2 S3 S4 S5 S9 S11 S6 S7 S8 S10 S14S14 S13 S15 A01.3 1 41 ' - 2 " A01.3 3 S17 21' - 3 1/2" S13 15 SPOTS 2 SPOTS 1 SPOT 8 SPOTS 9 SPOTS 9 SPOTS 44 ' - 9 3 / 4 " 19' - 8 3/4" 46' - 11 1/2" 47 ' - 0 " 97' - 6" 25 ' - 2 " 19 ' - 1 0 " 2' - 0 " 2' - 6 1/2" 47 ' - 3 1 / 2 " 2' - 9 1/4" 12 ' - 2 1 / 2 " 99' - 6" 18 ' - 4 " 15' - 6 1/2" 13' - 6 1/2" 7' - 11 1/4" A62.5 3 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " S17 S16S16 9' - 0"9' - 0"9' - 0"9' - 0"9' - 0" 16' - 4 1/2" S24 NO PARKING NO PARKING S14 S25 NO PARKING S12 8' - 6" S26 S21 S21 S23 S21 4.99 S24 A62.4 3 S16 S23 S21S21S21S21S21S21S21S21 ⅊ ⅊ ⅊ ⅊ ℄ NE W H O P E S T R E E T S27 S28 9' - 11 1/4" 21' - 4 1/4" S30 S29 S20 S31 S32 S1 S2 (N) BUILDING FACADE AND STOREFRONT ENTRANCE S3 (N) CONCRETE SITE WALLS TO SEPERATE GRADES S4 (N) CONCRETE ADA RAMP WITH HANDRAILS TO BE INSTALLED, SEE 19/A01.4 FOR NOSING DETAIL S5 CONCRETE PAVEMENT TO BE REBUILT REFER TO CIVIL FOR ADDITIONAL INFORMATION (E) BUILDING FACADE TO BE PUSHED OUT S6 (N) 8" WIDE CURB OR HANDRAIL AND SEPARATE THE PAVEMENT AND LANDSCAPE S7 LANDSCAPE AREA TO BE EXTENDED S8 (N) 6" CURB TO JOIN EXISTING CURB S9 (N) CONCRETE SIDEWALK REFER TO CIVIL FOR ADDITIONAL INFORMATION S10 SAWCUT AND JOINT TO EXISTING CONCRETE PAVEMENT S11 (N) STAIR AND HANDRAIL TO BE INSTALLED. S12 (N) LOCATION FOR (E) BOOKDROP, SEE DETAIL 20 /A01.4. S13 (N) STRIPING FOR BOOK RETURN PARKING 17/A01.4 FOR DETAIL S14 (N) SIGNAGE TO BE PROVIDED PER 18/GEN-6 S15 (N) LOCATION FOR EXISTING PARKING GATE, SEE 03/A01.3 AND 12/A01.4 FOR DETAILS S16 (N) ACCESSIBLE PARKING PER DETAIL 18/A01.4 S17 (N) CORTEN PANELS TO BE INSTALLED OVER (E) PRECAST WALL. REFER TO 16 /A01.4. S18 NOT USED S19 LOADING & UNLOADING, 4" WIDE WHITE-PAINTED STRIPES @ 36" O.C. ACCESS AISLE BORDER, ACCESS AISLE SHALL NOT OVERLAP THE VEHICULAR WAY ER CBC 11B-502.3.4 S20 4" WIDE BLUE-PAINTED STRIPES SEE DETAIL 8 / A01.4. S21 CONCRETE WHEEL STOP, TYP. SEE 2/A01.4 S22 NOT USED S23 (N) STRIPING FOR PARKING SEE 17/A01.4 FOR DETAIL S24 (N) BUILDING SIGNAGE SEE A62.4 FOR DETAILS S25 (N) TRUNCATED DOME SEE DETAIL /3 A01.4 S26 (N) DECORATIVE FENCE AND GATE REFER TO 8 / A01.4 FOR ADDITIONAL INFORMATION. S27 (N) UNAUTHORIZED PARKING SIGN, TO REMAIN. SEE DETAIL 6 / A01.3. S28 (N) 8" WIDE CURB, SEE CIVIL PLANS DETAIL 6 / C-4.0. S29 (E) TRASH RECEPTACLE AT NEW LOCATION. S30 (E) BICYCLE RACKS AT NEW LOCATION. S31 (N) ADA PARKING STALL SIGN, SEE DETAIL 19 / GEN-6. S32 (N) ADA VAN ACCESSIBLE PARKING STALL SIGN, SEE DETAIL 5 / A01.4. SPACES PARKING COUNT 44 PROJECT IS EXEMPT FROM EVCS AND EV CAPABLE PARKING SPACES, SCOPE DOES NOT INCLUDE CHANGE OF USE. PARKING LOT PER CBC TABLE 11B-208.2: 2 ACCESSIBLE PARKING SPACES REQUIRED PARKING LOT PER CBC TABLE 11B-208.2.4: 1 VAN ACCESSIBLE PARKING SPACE REQUIRED ACCESSIBLE PARKING REQUIRED: 1 VAN ACCESSIBLE 1 PROVIDED:SPACE TYPE STANDARD ACCESSIBLE 1 1 TOTAL 2 2 PATH OF TRAVEL PATH OF TRAVEL (P.O.T) AS INDICATED MEETS THE FOLLOWING REQUIREMENTS: 1. IS A BARRIER-FREE ACCESSIBLE ROUTE WITHOUT ANY ABRUPT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT A SLOPE NOT STEEPER THAN 1:2 EXCEPT THAT LEVEL CHANGES ARE 1/4" MAX VERTICAL & IS AT LEAST 48" WIDE. 2. SURFACE SHALL BE STABLE, FIRM AND SLIP RESISTANT. 3. CROSS-SLOPE SHALL NOT BE STEEPER THAN 1:48 AND RUNNING SLOPE SHALL NOT BE STEEPER THAN 1:20 UNLESS OTHERWISE INDICATED (SEC 11B-403.3) 4. P.O.T. SHALL BE MAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80" MINIMUM (SECTION 11B-307.4) AND PROTRUDING OBJECTS GREATER THAN 4" PROJECTION FROM WALL SURFACE BETWEEN 27" AND 80" ABOVE FINISH FLOOR OR GROUND (SECTION 11B-307.2) 5.PROVIDE FLUSH TRANSITIONS AT ANY ADJOINING JOINTS BETWEEN DIFFERENT WALK SURFACES IN P.O.T. 6. P.O.T. TO BE MAX. 5 PERCENT SLOPE, MAX 2.08 PERCENT CROSS SLOPE AND MIN 48" CLEAR WIDTH (CBC SECTION 11B-206.2.1) LIMITS OF WORK FOR THIS PROJECT DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT: THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IN COMPLIANT WITH THE CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED UPON THE VALUATION THRESHOLD OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS. DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A01.2 SITE IMPROVEMENT PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1" = 10'-0"1SITE IMPROVEMENT PLAN SITE PLAN KEYNOTES PARKING ANALYSIS SITE PLAN LEGEND DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 UP UP 5' - 9" 1' - 0 " E X T E N S I O N 1' - 1"1' - 1" A01.3 2 6 A62.4 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4'-0" . 4'-0". 4' - 0" 4' - 0" 4' - 0" 4' - 0 " 4' - 0" 1.50° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 1.46° 28 ' - 1 1 1 / 2 " (N) HANDRAIL PER 7/ A01.3 (N) CONCRETE PAVEMENT. REFER TO C-3.0 &C-4.0 5' - 0 " 5' - 0" SEE CIVIL PLANS, DETAIL 2 / SHEET C-4.0. (N) CONCRETE PAVEMENT. REFER TO C-3.0 &C-4.0 (N ) L A N D S C A P E (N ) L A N D S C A P E (N ) L A N D S C A P E (N ) L A N D S C A P E 2' - 11" 3' - 2 1/2" 3' - 6 1/2" 8" 4' - 6 1/4" 1' - 5 1 / 4 " WALL ABOVE, SHOWN DASHED WALL ABOVE, SHOWN DASHED 6.16º 2' - 1 1/4" 10 3/4" 1.46° 2' - 10" 1' - 6" 1' - 4 " 10 1/4" 21 ' - 0 1 / 4 " 5' - 9" 20 ' - 1 0 3 / 4 " REFER TO CIVIL C-2.0 & C-3.0 FOR ADDITIONAL INFORMATION (N) HANDRAIL TO BE INSTALLED PER 7/A01.3 1' - 0 " 8 A01.3 A -RAMP SECTION HANDRAIL WHERE OCCURS PER PLAN HEAVY BROOM FINISH PERPENDICULAR TO RAMP MAX. 2% CROSS- SLOPE H IF H IS 30" OR GREATER GUARDS SHALL BE INSTALLED 48-IN. MIN. CLR. E. O . C O N C . 2' - 1 0 " PLEASE REFER TO CIVIL, FOR ADDITIONAL INFORMATION 3" M A X . A01.3 4 EDGE OF RAMP/SLAB CAST-IN-PLACE CONC. CURB 1/4" STEEL SLEEVE NON-SHRINK GROUT, STEEL TROWEL SMOOTH 1-1/2" DIA. STD. STL. PIPE RAILING - WELD TO POST WITH 3/16" FILLET WELD ALL AROUND, GRIND SMOOTH, TYP. 4" 1' - 0 " 2 1 / 2 " 1 1 / 2 " 4" 1/2" 1-1/2" DIA. STANDARD STEEL PIPE NON-SHRINK GROUT (3) EA. SIDE #4 X 1'-6" WELDED TO SLEEVE AS SHOWN 1/2" CHAMFER ON EXPOSED CORNER EDGE OF CONC. RAMP CL CL R . 1" TYP. SPOT WELD (N) LOCATION FOR EXISTING MANUALLY OPERATED PARKING GATE. (N) ACCESSIBLE PARKING STRIPING REFER TO 18/A01.4 NEW PARKING STRIPING SEE 17/A01.4 FOR DETAIL 2' - 0 " 1' - 6 " 1' - 6 " 2' - 0 " 9' - 0" NEW PARKING STRIPING SEE 17/A01.4 FOR DETAIL 14 ' - 8 " NEW TRUNCATED DOMES TO BE INSTALLED 3/A01.4 NO PARKING NO PARKING NO PARKING 40' - 10 1/4" STANDARD ACCESIBLE PARKING SIGNAGE PER 19/GEN-6 VAN ACCESIBLE PARKING SIGNAGE PER 5/A01.4 8' - 4" "BOOK DROP OFF ONLY" IN 12 INCH HIGH WHITE LETTERS5' - 0"12' - 0"8' - 8 1/2" 11 " 14 ' - 4 " NEW BOOK DROP OFF SIGNAGE PER 18/GEN-6 NEW LOCATION FOR (E) BOOK DROP OFF SEE DETAIL 20/A01.4. NEW ADA CLEARANCE SPACE (N) SIGNAGE FOR BOOK DROP OFF PARKING PER 18/GEN-6 WHEEL STOP (N) SIGNAGE FOR BOOK DROP OFF PARKING PER 18/GEN-6 A01.4 18 B-RAMP RAILING (FREESTANDING) 2' - 1 0 " 1-1/2" DIA. STANDARD PIPE RAIL, PAINTED COLOR PER ARCHITECT'S DIRECTION HANDRRAIL EXTENSION SIMILAR TOP AND BOTTOM OF RAMP 1-1/2" DIA. STANDARD PIPE POST, PAINTED COLOR PER ARCHITECT'S DIRECTION CURB BEYOND WHERE OCCURS PROVIDE 1-1/2" X 11 GA. DIA. GALV. SCH. 40 STEEL PIPE WHEEL GUIDE RAIL, WHEN ADJACENT TO WALL AND IF NO CURB IS PRESENT 3" 1' - 1 0 " LEVEL 1' - 0"5 A01.3 C -RAMP RAILING LEVEL 1' - 0" RAMP HEAD RAMP TOE MAX1 12 SEE 13/A02.0 RAMP PER PLAN LEVEL LENGTH PER PLAN 2' - 1 0 " 4" CURB WHERE OCCURS 2' - 1 0 " 1' - 0 " 1' - 0 " 1-1/2" DIA. X 11 GA. GALV. SCH. 40 TUBULAR STEEL PIPE HANDRAIL. MOUNT TO POST OR TO GUARD RAIL POST WHEN ADJACENT 1' - 1 0 " 2' - 10" 4'-0" MAX FOR VERTICAL RAIL PLACEMENT PLACEMENT 4'-0" O.C. MAX VERTICAL POST 3" RAMP HDRL. EXT. BENT TO MEET STAIR HDRL. PER PLAN. A01.3 6 LEVEL 1' - 0" RAMP HEAD RAMP TOE MAX 1 12 SEE 13/A02.0 RAMP PER PLAN LEVEL 1' - 0" 2' - 1 0 " 4" CURB WHERE OCCURS 2' - 1 0 " 1' - 0 " 1' - 0 " 1' - 1 0 " 2' - 10" 4'-0" MAX FOR VERTICAL RAIL PLACEMENT PLACEMENT 4'-0" O.C. MAX VERTICAL POST 3" (N) CONCRETE LANDING (N) CONCRETE PER PLAN RAMP HDRL. EXT. BENT TO MEET STAIR HDRL. PER PLAN.5 A01.3 T.O. STAIR THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A01.3 ENLARGED SITE PLANS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/4" = 1'-0"1ENLARGED RAMP PLAN1/2" = 1'-0"2ENLARGED PLAN -RAMP PLAN 3/4" = 1'-0"5CONCRETE RAMP SECTION (N) SLOUGH WALL TO BE INSTALLED REFER TO 3/C-4.0 FOR ADDTITIONAL INFORMATION NOTE:REFER TO CIVIL AND STRUCTURAL FOR ADDITIONAL INFORMATION. NOTE:REFER TO CIVIL FOR ADDITIONAL INFORMATION REGARDING SCOPE OF WORK. 3" = 1'-0"4RAILING ATTACHMENT @ EDGE 1/4" = 1'-0"3SITE-ENLARGED PARKING PLAN 3/4" = 1'-0"6CONCRETE RAMP FREESTANDING RAILING 3/4" = 1'-0"7CONCRETE RAMP RAILING 3/4" = 1'-0"8CONCRETE RAMP LONG. SECTION 1' - 0" HANDRAIL EXTENSION BENT TO MEET STAIR HANDRAIL DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 3 ASI #03 07/02/25 1-1/4" FROM FACE OF WALL POINT OF REFERENCE 6'-0" LONG PRECAST CONCRETE WHEEL STOP (2) #3 BARS A.C. PAVING OR SLAB, SEE PLAN #4 X 24" GALV. BARS @ 24" O.C., MINIMUM 3 3" 2 1 / 2 " 2 1/2" 2 1/2" 2 1/2" 7 1/2" 5 1 / 2 " NOTES: 1. USE ONLY APPROVED DSA/AC DETECTABLE WARNING PRODUCTS THAT COMPLY WITH CBC SECTION 11B-705 2. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 3'-0" WIDE. 3. DSA WILL PROVISIONALLY ACCEPT A WRITTEN FIVE (5) YEAR PRODUCT WARRANTY PROVIDED BY THE MANUFACTURER OF DETECTABLE WARNINGS AND DIRECTIONAL SURFACE PRODUCTS AS EQUIVALENT TO THE EVALUATION AND PRODUCT APPROVAL PROGRAM. SUCH WARRANTY SHALL INDICATE COMPLIANCE WITH ARCHITECTURAL STANDARDS AS PUBLISHED IN THE CURRENT EDITION OF THE CALIFORNIA BUILDING STANDARDS CODE, AND ALSO INCLUDE DURABILITY CRITERIA WHICH INDICATES THAT THE SHAPE, COLOR FASTNESS, CONFIRMATION, SOUND-ON-CANE ACOUSTIC QUALITY, RESILIENCE AND ATTACHMENT WILL NOT DEGRADE SIGNIFICANTLY FOR AT LEAST FIVE (5) YEARS AFTER INITIAL INSTALLATION. TYPICAL PLAN A. PLAN (TYP.) B. SECTION (TYP.) APART 2.3" - 2.4" TAPERED EDGES WHERE EXPOSED AP A R T 2. 3 " - 2 . 4 " DIMENSIONS TO MATCH EACH OTHER AT B A S E 0. 9 0 " - 0 . 9 2 " AT T O P 0. 4 5 " - 0 . 4 7 " 0. 2 0 " H T . 0. 6 5 " M I N . IN-LINE TRUNCATED DOMES @ FULL WIDTH OF RAMP, SEE DETAIL 3 / A01.4 PROVIDE A 48"X48" CLEAR SPACE WITH A MAXIMUM OF 2% SLOPE IN ANY DIRECTION PROVIDE FLUSH TRANSITION AT ZERO CURB 2% MAX. . 8" M A X . 6" M I N . 3' - 0 " 3' - 0 " 6" 7' - 0 " 2' - 0 " 6 ' - 8 " T Y P . 7 " 1 ' - 6 " 3" 16 GA. GALV. STL. SIGN PAINTED OSHA BLUE INCL. FASTENERS 9 1/2" HIGH ISA SYMBOL AND 2 1/4" HIGH "VAN ACCESSIBLE" PAINTED W/ WHITE REFLECTORIZED PAINT 1" R., TYP. 1/2" WIDE BORDER PAINTED W/ WHITE REFLECTORIZED PAINT FINISH GRADE OR SLAB, REF. PLAN PIPE 2 STD. GALV. STEEL POST 12" DIA. CONC. FOOTING VAN ACCESSIBLE 16 GA. GALV. STL. SIGN PAINTED WHITE INCL. FASTENERS TEXT: "MINIMUM FINE OF $250.00" FONT: ARIAL, BLACK SIZE: 1" MINIMUM FINE OF $250.00 2% MAX IN P.O.T. UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CONTACTING THE WEST COVINA POLICE DEPARTMENT AT: 1444 WEST GARVEY AVENUE WEST COVINA, CA 91790 OR BY TELEPHONING PH. (626) 939-8555." 2' - 0 " MI N . W H E R E L O C A T E D I N W A L K I N G P A T H 6' - 8 " 1 ' - 1 0 " 4" 3" 16 GA. GALV. STL. SIGN PAINTED WHITE INCLUDING FASTENERS TEXT: "UNAUTHORIZED VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED BY CONTACTING THE WEST COVINA POLICE DEPARTMENT AT: 1444 W. GARVEY AVENUE, WEST COVINA, CA 91790 OR BY TELEPHONING: PH. (626) 939-8555" 1" HIGH BLACK LETTERS FONT: SANS SERIF 1" RAD., TYP. FINISH GRADE OR SLAB, REF. PLAN PIPE 2 STD. GALV. STEEL POST 12" DIA. CONC. FOOTING 1' - 5" NOTE: TOW AWAY SIGNAGE PER CBC 11B-502.8 2% MAX IN P.O.T. 2" DIA. GALV. STEEL POST ACCESSIBLE PASSENGER LOADING ZONE 2' - 0 " 6' - 8 " T Y P . 1' - 6 " 4" 3" 16 GA. GALV. STL. SIGN PAINTED OSHA BLUE INCL. FASTENERS 9 1/2" HIGH ISA SYMBOL AND 2 1/4" HIGH "ACCESSIBLE PASSENGER LOADING ZONE" PAINTED W/ WHITE REFLECTORIZED PAINT 1" R., TYP. 1/2" WIDE BORDER PAINTED W/ WHITE REFLECTORIZED PAINT FINISH GRADE OR SLAB, REF. PLAN 2" x 2" GALV. STEEL PIPE POST 12" DIA. CONC. FOOTING 1' - 0" 2% MAX. IN P.O.T. HDG FENCING REFER TO DETAIL HDG MECHANICAL FASTENER TO COLUMN, SEE DETAIL EXIST. EXTERIOR TAPERED COLUMN BASED. 1/4" FILLET TO ALL EXPOSED EDGES FINISH GRADE B /9 A01.4 /---- 3' - 0 " 1' - 6" CL R . 6" STRUCTURAL FENCE POST 1/4":1FT SLOPE TOP FOR RUNOFF FINISH GRADE 2" (4) #5 VERTICAL REINFORCING (4) #4 TIES @ TOP (@ 3" O.C.) #4 STAGGERED TIES @ 8" O.C. 3" C L R . 4" CLR. NOTE: TYPICAL OF ALL FENCE POSTS EXCEPT FENCELINE COLUMNS AND GATES. OVERALL FOOTING DIMENSIONS TO BE AS DEPICTED UNLESS OTHERWISE NOTED IN SUPPLEMENTARY DETAILS. 6" M I N . L A P DE E P F T G . 4' - 0 " 9" CONC. FTG. 2' - 0" Ø CL R . 6" STRUCTURAL FENCE POST FINISH GRADE (6) #5 VERTICAL REINFORCING (4) #4 TIES @ TOP (@ 3" O.C.) #4 STAGGERED TIES @ 8" O.C. 3" C L R . 3" CLR. 2" C L R . 6" M I N . L A P PANIC HARDWARE TYP. 4 x 4 x 1/4 DROP ROD WITH LATCH GATE LOCKING HARDWARE TYP. 2 x 1 x 1/8 STL. ANGLE., WELD ON ALL SIDES TYP. SILICONE GASKETING W/ ADHESIVE BACKING. BASIS FOR DESIGN. PEMKO MODEL S88 16 GA. 4' x 6'-10" HOLLOW METAL DOOR WITH SECURITY GRILLE SEE DOOR SCHEDULE 2" C L R . 4 x 2 x 1/4 HSS DOOR JAMB, PANIC HARDWARE, REFER TO GATE SCHEDULE ON SHT. A52.1 FOR TYPE 16 GA. 4 x 10 HOLLOW METAL DOOR W/ SECURITY GRILLE 4 x 4 x 1/4 HSS FRAME HEADER, WELDED AT BOTH ENDS GRIND SMOOTH TYP., WELDED AT BOTH ENDS GRIND SMOOTH TYP. 11 GA. PERFORATED STAINLESS STEEL PANEL AREA W/ (1/8" OPNGS.) B.O.D. MCNICHOLS PERFORATED PANEL. ENTRY SIDE A01.4 15 TYP. COLUMN BEYOND EXIT SIDE 10 " 10 " 13 A01.4 1" C L R . 11 GA. PERFORATED STAINLESS STEEL PANEL AREA W/ (1/8" OPNGS.) B.O.D. MCNICHOLS PERFORATED PANEL. 4 x 2 x 1/4 HSS GATE JAMB BEYOND ATTACH FLAT BAR STL. & 11 GA. PROFORATED STAINLESS STEEL PANEL FENCE W/ 4 STAINLESS STEEL, TAMPER- PROOF PAN-HEAD BOLTS W/ LOCK NUTS. PROVIDE 4 BOLTS PER SIDE, AS SHOWN ON ELEVATION. MIN. 1/ MAX 2 THREADS MUST BE EXPOSED, TYP. FOR ALL BOLTS 2 x 1/4 FLAT BAR STL., TYP. ALL AROUND PERIMETER OF 11 GA. PROFORATED STAINLESS STEEL PANEL (NOT WELDED AT EXIT SIDE) TYP. BOTH SIDES 3/16" 4 x 4 x 1/4 HSS FRAME BEYOND GATE CLOSER MOUNT TO HSS GATE HEADER (DRILL & TAP) MOUNT CLOSER TO 4 x 4 HSS FRAME HEADER (DRILL & TAP) 4 x 4 x 1/4 HSS FRAME HEADER RE Q U I R E M E N T S PE R M F G . EQ EQ EXIT SIDE ENTRY SIDE 16 GA. 4' x 6'-10" HOLLOW METAL DOOR WITH SECURITY GRILLE SEE DOOR SCHEDULE 10 " HDG FENCING MFG. PROVIDED FENCE BRACKET W/ (2) 1/4" X 2" SDS SCREWS PRECAST CONCRETE WALL SECTION PLAN VIEW FENCE CONNECTION TO THE EXISTING WALL CL. OF FENCE F.O. CMU 3 3 / 4 " MFG. PROVIDED FENCE BRACKET W/ (2) 1/4" X 2" HILTI KB3 (ESR-1385) HDG FENCING PARASOLEIL DESIGNS PBI BRACKET, STANDARD FINISH GRAFTONE. INSTALL PER MANUFACTER'S SPECIFICATIONS 2X2X1/2" HSS POST 5 1 / 2 " (E) EXTERIOR WALL 10" 4" 2' - 0 " 7' - 6" 18 ' - 0 " WHEEL STOP EDGE OF CURB 9' - 0" CLLC 12' - 0"MIN. NO PARKING 2' - 0 " CONCRETE WHEEL STOP, DETAIL 2 / A01.4 36" X 36" ISA PARKING SYMBOL, SEE DETAIL 7 / GEN 4 EQ EQ 4" WIDE PAINT STRIPES, TYP. (BLUE IN COLOR) EQUAL TO 15090 PER FED. STD 595a VAN ACCESSIBLE PARKING SIGNAGE ON POST SEE DETAIL 5/A01.4 NOTE: 1. SLOPE: MAXIMUM SLOPE WITHIN THE SHADED AREA OF FINISHED SURFACE SHALL NOT EXCEED 2% IN ANY DIRECTION AT THE STALL AND THE DROP OFF AISLE. 2. 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 (914 MM) 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 W AY. ACCESS AISLE MARKINGS MAY EXTEND BEYOND THE MINIMUM REQUIRED LENGTH. CBC 11B-502.3.3 3' - 0" 45.00° "NO PARKING" IN 12 INCH HIGH WHITE LETTERS AT EACH ACCESS AREA W/ NO STRIPING THROUGH TEXT EQ. 5' - 0"9' - 0" EQ. 2' - 0 " BLUE PAINTED BORDERLINE SEE NOTE #2 MIN. STANDARD ACCESSIBLE PARKING SIGNAGE ON POST, SEE DETAIL 19/GEN-6 RAMP 8.33 MAX SLOPE DETECTABLE WARNING DOMES PER DETAIL 3/A01.4 3' - 0 " VAN NO PARKING 8' - 0" REINFORCING PER CIVIL CONTRASTING COLOR ABRASIVE STRIPE SET IN MASTIC AT TOP AND BOTTOM TREADS ONLY AT INTERIOR STAIRS, AND EVERY TREAD ON EXTERIOR STAIRS STAIR TREADS - MEDIUM BROOM FINISH PARALLEL TO NOSING 1" R 1/2" R 1/2" 2"1" 30° MAX. SL A B EX I S T I N G CO N C R E T E 5" MI N . 6" 1' - 0" ROUGHEN SURFACE, CLEAN, AND APPLY EPOXY BONDING COMPOUND PRIOR TO PLACING NEW CONCRETE #4@12" RELOCATED EXISTING BOOK RETURN SLEEVE WHERE REQUIRED $4@12" AROUND PAD PROVIDE ADHESIVE ANCHORAGE INTO EXISTING CONCRETE TRUNCATED DOMES PER DETAIL - --- RAMP PER DETAIL ZERO CURB, SEE CIVIL PLANS ADA ACCESS AISLE8' - 0" EXISTING BUILDING 3' - 0 " 6" 6" 3' - 0 " 7' - 0 " 3 A01.4 3/4" HDG PICKET SPACED 3-15/16" O.C. 1-1/2" HDG METAL RAIL HDG MECHANICAL FASTENER TO COLUMN TYP. ELEVATION FINISH GRADE NOTE: ALL HDG METAL FENCE MEMBERS TO BE BLACK FACTORY FINISH. CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION 2-1/2" HDG FENCELINE POST HDG POST BRACKET 2" 9 3 / 4 " T.O. RAIL 5 " 6'-0". 8' - 1 1 " . 4" SIMILAR TO FOOTINGS IN DETAIL 2 /A52.1. PROVIDE GALV. STEEL MESH OVER FENCE PANEL. AND ON GATE TO 12" OF EA. SIDE OF GATE THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A01.4 SITE DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 3" = 1'-0"2CONCRETE WHEEL STOP 3" = 1'-0"3DETECTABLE WARNING DOMES 1/2" = 1'-0"4ENLARGED CURB RAMP1/2" = 1'-0"5VAN ACCESSIBLE PARKING SIGNAGE 1/2" = 1'-0"6TOW AWAY PARKING SIGN 1/2" = 1'-0"7ACC. PASSENGER LOADING ZONE SIGN1/2" = 1'-0"1024" x 24" FENCELINE COLUMN DETAIL 1" = 1'-0"11DRIVEWAY GATE 1" = 1'-0"12CENTER POST FOOTING 3" = 1'-0"13GATE LATCH SECTION 1/2" = 1'-0"14DECORATIVE FENCELINE GATE SECTION 1 1/2" = 1'-0"15GATE CLOSER DETAIL 1" = 1'-0"9EXISTING WALL TO FENCE CONNECTION 1 1/2" = 1'-0"16CORTEN PANEL HSS CONNECTION 1/4" = 1'-0"17ENLARGED PARKING LOT STRIPING DETAIL 1/8" = 1'-0"18ACCESSIBLE PARKING STALL 6" = 1'-0"19CONCRETE STAIR NOSING 1" = 1'-0"20BOOK RETURN CONCRETE FOUNDATION DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 1/4" = 1'-0"1ADA ACCESS RAMP OMIT 1/2" = 1'-0"8DECORATIVE METAL FENCE DETAIL 4 4 A A B B C C D D E E F F 1 1 2 2 3 3 4 4 5 5 5' - 6 " 9' - 2 " 13 ' - 8 " 8' - 0 " 3' - 8" 12 ' - 0 " 18' - 4"7' - 6"27' - 4"6' - 4"47' - 0" 106' - 6" MECHANICAL PATIO STOR.KIT. STAFF WORKROOM/LOUNGE KITCHEN RESTROOM MULTIPURPOSE ROOM STORAGE ELEC. RM JAN. MENS WOMENS COORIDOR STORAGE/SUPPLIES WORKROOM INNOVATION CENTER CHILDRENS STACKS MEDIA CENTERFAMILY RR OPEN LOBBY 3' - 0"5' - 6 3/4" 7' - 6" 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001 001001 001 001 001 001 001 011.A 011.A 009 011.A 011.A 011.A 011.A 011.A 011.A 154 154 154 154 154 154160161153 049 011.A 011.A 166 166 114 114 114 005 005 005 032 005 005 005 004 005005005005005 009 127127 004 011.A 011.A 169 172 173 - 260000.G 27 ' - 1 0 " 13' - 3" 31 ' - 7 " 10' - 10"260000.G 24 ' - 1 0 3 / 4 " 13 ' - 1 0 " 3' - 10" 22' - 4 1/4" 8' - 6 3/4" 11' - 1" 1' - 0 " 8' - 5 1/4"260000.G 29 ' - 2 1 / 4 " 260000.G 260000.G 260000.G 260000.G 260000.G 8' - 1 1/2" 7' - 4 " 2' - 10 1/4" 9' - 8 " 1' - 7" 10' - 6"7' - 7 1/4" 8' - 10 1/2" 8' - 3 " 24' - 9" 260000.G 260000.G 260000.G260000.G260000.G 260000.G 4' - 4 " 4' - 5 1 / 2 " 7' - 11" 1' - 0"2' - 10" 3' - 0 " 8' - 2" 12 ' - 3 3 / 4 " 1. DEMOLITION DRAWINGS PREPARED BY THE ARCHITECT ARE FOR A GENERAL DESCRIPTION OF EXISTING BUILDING COMPONENTS, ASSEMBLIES AND MATERIALS TO BE REMOVED. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING CONDITION AND QUANTITIES. 2. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR PROVIDING NECESSARY PERMITS REQUIRED BY FEDERAL, STATE AND LOCAL MUNICIPAL AGENCIES HAVING JURISDICTIONAL AUTHORITY OVER ANY ASPECT OF THE DEMOLITION SCOPE. 3. CONTRACTOR TO VERIFY ALL EXISTING CONDITIONS PRIOR TO DEMOLITION WORK. 4. DEMOLITION CONTRACTOR IS RESPONSIBLE FOR REMOVAL AND DISPOSAL OF ALL DEMOLISHED MATERIALS IN A MANNER COMPLIANT TO FEDERAL, STATE AND LOCAL MUNICIPAL REQUIREMENTS AND GUIDELINES. 5. DEMOLITION CONTRACTOR SHALL COORDINATE ALL WORK SCHEDULES WITH OWNER. IN NO CASE SHALL DEMOLITION WORK BE CONDUCTED DURING HOURS PROHIBITED BY LOCAL MUNICIPALITY. 6. PLANS ARE BASED ON EXISTING RECORD DRAWINGS AND VISUAL OBSERVATION. UNIDENTIFIED ITEMS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNERS REPRESENTATIVE PRIOR TO REMOVAL. 7. ALSO REFERENCE CIVIL, STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION DRAWINGS FOR ADDITIONAL COORDINATION OF ITEMS TO BE REMOVED OR PROTECTED IN PLACE. 8. CONTRACTOR IS RESPONSIBLE FOR ALL DEMOLITION COORDINATION AND PATCH BACK FOR STRUCTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DEMOLITION. 9. ELECTRICAL CONTRACTOR TO LOCATE CONNECTIVITY AND CONDUIT RUNS. EXISTING METAL STUD WALL EXISTING CONCRETE WALL EXISTING WALL TO BE REMOVED EXISTING STOREFRONT SYSTEM TO BE REMOVED EXISTING DOOR/FRAME/HW TO BE REMOVED REMOVE (E) DRY PACK AND PROVIDE (N) CONCRETE SLAB FLOOR. EXISTING ITEM & EQUIPMENT TO BE DEMOLISHED SAWCUT AND REMOVE PORTION OF (E) CONCRETE SLAB A A B B C C D D E E F F 1 1 2 2 3 3 4 4 5 5 080 080 080080 080 116 116 116 116 116 080 116 080080 080080 080 080080 N.I.C. N.I.C. +9' -0" +8' -0" +8' -0" +8' -0"+8' -0" +9' -0" +8' -0" +8' -0" +8' -0"+8' -0" +8' -0"+8' -0"+8' -0" +8' -0" +9' -4" +8' -0" +8' -0"+8' -0" +9' -4" +9' -4" +9' -4" +8' -0" 165 117 162 163 153153077200.A 167 167 167 167 168 +18' - 0" 282300.B 282300.B 282300.B 282300.B 170 170 282300.B 170 170 282300.B - 127 127 080 TYP. TYP. TYP. NOTES: 1. GYPSUM BOARD CEILINGS SHALL BE FRAMED WITH METAL STUD JOISTS, U.N.O. SEE DETAIL 02/A64.4 FOR MORE INFORMATION. 2. FOR SUSPENDED ACOUSTICAL CEILING, REFER TO SHEET A64.6. 3. NOT USED 4. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "EXP" ON PLAN AND/OR ON THE FINISH SCHEDULE), ALL EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED, INCLUDING STRUCTURE, DECK ABOVE, AND ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC. 5. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS ARE SHOWN FOR REFERNECE AND COORDINATION PURPOSES. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS FOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS 6. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O. 7. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O. 8. SEE SHEET A50.1 FOR INTERIOR FINISH LEGEND 9. AT EXPOSED CEILINGS, ALL DUCTS, PIPES AND CONDUITS SHALL RUN PARALLEL OR PERPENDICULAR TO WALL, AND AS CLOSE TO THE DECK ABOVE AS POSSIBLE. PROVIDE ESCUTCHEONS FOR CONDUIT/PIPES AT WALLS WHERE EXPOSED. * REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EMERGENCY LIGHTING. (E) 2' X 4' ACT CEILING SYSTEM TO BE REMOVED (E) GYP. BOARD CEILING TO BE REMOVED (E) 2' X 2' ACT CEILING SYSTEM TO BE REMOVED (E) EXTERIOR PLASTER SOFFIT CEILING TO BE REMOVED (E) WOOD T&G TO REMAIN AND BE PROTECTED IN PLACE (E) BEAMS THAT ARE TO BE PROTECTED IN PLACE. GYPSUM BOARD CEILING TO BE REMOVED. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A10.0 RCP AND FLOOR DEMOLITION PLANS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/8" = 1'-0"1DEMOLITION -FLOOR PLAN DEMOLITION NOTES DEMO PLAN LEGEND 001 EXISTING DOOR & FRAME TO BE REMOVED IN ITS ENTIRETY 004 DEMOLISH EXISTING CASEWORK/CABINETRY AS SHOWN 005 REMOVE ALL EXISTING PLUMBING FIXTURES (INCLUDING TOILETS, SINKS, CHANGING TABLES), PARTITIONS AND RESTROOM ACCESSORIES THROUGHOUT EXISTING RESTROOM 009 APPROXIMATE AREA TO BE SAWCUT TO REMOVE PORTION OF EXISTING CONCRETE SLAB FOR NEW WORK REFER TO OTHER DISCIPLINES FOR EXTENT OF WORK (SLAB TO BE REPLACED WITH NEW WORK - PER 13/A62.3) 011.A DEMOLISH EXISTING WALL, TYP. 032 EXISTING STOREFRONT SYSTEM TO BE REMOVED IN THEIR ENTIRETY 049 EXISTING DRINKING FOUNTAIN TO BE REMOVED 080 DEMOLISH EXISTING CEILING, INCLUDING ALL SUPPORTS, FIXTURES, ETC. 114 EXISTING WINDOW & FRAME TO BE REMOVED AND FILLED WITH NEW WALL SEE 01/A11.0 116 DEMO EXISTING CEILING GRID IN ENTIRETY INCLUDING RUNNERS, EDGE TRIMS, SUPPORTS, SPLAY WIRES, COMPRESSION STRUTS, AND CEILING TILES 117 REMOVE EXISTING LIGHT FIXTURES, COORDINATE WITH THE DISTRICT'S REPRESENTATIVE FOR RETENTION AND REUSE 127 DEMO EXISTING CARPET TILE AND VCT FLOORING, CLEAN AND PREP FOR NEW FINISH 153 (E) GATE TRELLIS, POSTS, LOW CMU WALL, AND ALL FOOTINGS ASSOCIATED WITH EXISTING TRELLIS TO BE REMOVED IN ITS ENTERITY, PREP AREA FOR INSTALLATION OF (N) SHADE CANOPY. PATCH AND REPAIR CONCRETE WHERE NEEDED 154 REMOVE WALL MOUNTED WOOD PANELING, CLEAN AND PREP SUBSTRATE FOR PARASOLEIL ALUMINUM "CORTEN" PANEL ATTACHMENT 160 REMOVE EXISTING METAL GATE FENCING, TYP. 161 REMOVE EXISTING METAL GATE DOUBLE DOOR, TYP. 162 REMOVE EXISTING MECHANICAL SUPPLY IN ITS ENTIRETY 163 REMOVE EXISTING MECHANICAL RETURN IN ITS ENTIRETY 165 EXISTING WOOD CEILING PANELING IS TO REMAIN PROTECTED IN PLACE 166 DEMO EXISTING WOOD WALL PANELING. CLEAN AND PREP SURFACE FOR NEW TYPE X GYP. 167 PROTECT IN PLACE EXISTING EXPOSED WOOD BEAMS AND COLUMNS, BEAMS/COLUMNS ARE TO BE CLEANED, PREPPED, TO BE WALNUT SHELL BLASTED TO REMOVE EXISTING FINISH AND SEALED WITH A CLEAR PENETRATING WOOD SEALER. WALNUT SHELL ABRASIVES TBD IN FIELD BASED ON TESTING OF EXISTING FINISH REFER TO A50.1 FOR PAINT FINISH TYP. 168 DEMO EXISTING PENDANT LIGHT, SEE ELECTRICAL TYP. 169 REMOVE AND REPLACE EXISTING DRYWALL IN PREPARATION FOR NEW WORK. PREP DRYWALL FOR INSTALL OF "FLO" INTERLOCKINGROCK MODULAR ACOUSTIC WALL PANELS, SEE SPEC 170 DEMO EXISTING VIDEO SURVEILLANCE CAMERA, PATCH AND REPAIR EXTERIOR IN KIND, TYP. 172 EXISTING CABINETRY AND KITCHEN EQUIPMENT TO BE REMOVED IN ITS ENTIRETY. 173 EXISTING SLOPING SIDEWALK TO BE DEMOLISHED AND REPLACED WITH S.O.G. 077200.A (N) ROOF HATCH, SEE DET. 1/A14.1 260000. G EXISTING ELECTRICAL POWER BOX IN THE GROUND 282300.B EXISTING VIDEO SECURITY SURVEILLANCE TO REMAIN PROTECTED IN PLACE, TYP 1/8" = 1'-0"2DEMOLITION -REFLECTED CEILING PLAN DEMO RCP LEGEND DESCRIPTION DATE 1 ASI #01 04/09/25 4 ASI #04 09/18/25 4 4 4 Refrigerator A21.2 1 A B C C E F F 1 2 3 4 5 2 A31.1 1 A31.1 5' - 6 " 9' - 2 " 13 ' - 8 " 8' - 0 " 3' - 8" 10 ' - 6 " 12 ' - 0 " 18' - 4"7' - 6"27' - 4"6' - 4"47' - 0" 106' - 6" OPEN 131 MEETING ROOM 130 MECHANICAL 136 STAFF LOUNGE 121 STAFF WORKROOM 122 STAFF RESTROOM 123 COMMUNITY ROOM 110 IDF 119 STORAGE 118 STORAGE 117 ELEC. RM 111 CUSTODIAL 113 WOMEN'S 115 MEN'S 116 STORAGE/SUPPLIES 105 CIRCULATION WORKROOM 107 INNOVATION CENTER 104 LOBBY CORRIDOR 106 CHILDREN'S STACKS 124 FAMILY RR 126 OPEN 132 OPEN 133 OPEN 134 8' - 1" 1 3 / 4 " 14' - 0 3/4" 10 ' - 1 1 / 4 " LIBRARIAN 137 W3.4 W3.6 W6.6 W5.4 W3.4 E83 N98 N96 E62 N66 E56E55 E57 N106 N97 N94 N105 N95 N76N87 E63 W5.4 W5.4 1 A61.1 A31.2 1 PATIO N79 B W3.4 W3.6 W3.6 N90 N91 N92 4' - 0" 9" 4' - 0" 9" 4' - 0" 9" 4' - 0" 9" 4' - 0" 9" 4' - 0" 8 3/4" 4' - 0" E84 N101 N102 A31.4 3 4 221000.E W3.4 W3.4 W3.4 7' - 1 1 / 4 " A31.4 5 5' - 6 1/4" A62.4 3 A31.41 034 6 A31.4 13 A31.4 9 A31.4 11 FRONT LOBBY ENTRANCE -SF12/ A62.2 21 ' - 4 1 / 4 " 40' - 11" A52.11 OPEN AREA WINDOWS -SF35/ A62.2 INNOVATION CENTER -SF41/ A62.2 A31.3 1 034 W3.4 W3.4 A62.5 3 A52.1 2 A52.1 2 A21.3 1 26' - 10 1/4" 24 ' - 4 1 / 4 " 41' - 2" 2' - 5" W1 A62.4 1 2 W2 3 2 4 7' - 9 3 / 4 " 6' - 0 " 3 A31.1 4 A31.1 A21.2 2 W3.6 E C 7' - 8 1/2" AB H F G L H C L L L L O L L O D D Q 3' - 3"3' - 3"5' - 4"5' - 4"3' - 3" 24 ' - 4 3 / 4 " 10 ' - 1 1 / 4 " 12' - 2 1/2" A62.3 2 28' - 5" 12 ' - 3 3 / 4 " 8' - 1" 5' - 0 3 / 4 " 17' - 6" 2' - 10 3/4" 1' - 8 1 / 2 " A31.412 104400.C 104400.D 116100.B 10' - 2 1/2" K K A31.1 5 W3.4B SF3 DETAIL KEY-/ - W3.4 W7.8 W1.1 W2.1 W7.5 W7.5 W7.5 A62.1 8 A62.1 8 5 A61.1 5 A61.1 A52.14 4 E87 N50 N110 5 A52.1 033000.G N99 178 178 221000.K 221000.K221000.K W3.4 4 A B RESTROOM DOOR SIGNAGE - WOMEN 2/GEN-6 RESTROOM DOOR SIGNAGE - MEN 3/GEN-6 C RESTROOM DOOR SIGNAGE - ALL GENDERS 4/GEN-6 D ASSISTIVE LISTENING SIGN 17/GEN-6 F RESTROOM SIGN - WOMEN 6/GEN-6 G RESTROOM SIGN - MEN 7/GEN-6 H RESTROOM SIGN - ALL GENDERS 8/GEN-6 K TACTILE EXIT ROUTE SIGN 12/GEN-6 L TACTILE ROOM IDENTIFICATION SIGN 11/GEN-6 M ACCESSIBLE ENTRY SIGN 9/GEN-6 O TACTILE EXIT SIGN 14/GEN-6 Q R DIRECTIONAL ACCESS SIGN 10/GEN-6 DESCRIPTION SHT.NO. OCCUPANT LOAD SIGN 13/GEN-6 S BOOK DROPOFF SIGNAGE 18/GEN-6 I FIRE ALARM PANEL LOCATED INSIDE 15/GEN-6 J FIRE ALARM EMERG. POWER SRC. 16/GEN-6 NEW WOOD STUD WALL PER SHEET A61.1 EXISTING WOOD STUD WALL EXISTING CONCRETE WALL WALL TYPE ANNOTATIONS, SEE SHEET A61.1 FOR DETAILS 101 NUMBER INDICATES DOOR PER SCHEDULE, REFER TO SHEET A52.1 EXISTING FIRE EXTINGUISHER CABINET FLOOR PLAN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O. 2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT. 3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS. 4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE ON SHEETS A31.2 AND A31.3 1i 60" MIN. ACCESSIBLE WHEELCHAIR CLEAR TURNING SPACE CLR. 60" MIN. 30"X48" MIN. ACCESSIBLE WHEELCHAIR CLEAR FLOOR SPACE 30"X48" CLR. EXIT 00 NEW EXIT ID / SIGNAGE REFER TO ELECT W/ SECONDARY POWER SOURCE. ALL EXIT DOORS SHALL LAHVE CODE COMPLAINT PANIC DEVICE AND CLOSER U.O.N. DISABLED ACCESS / EXIT PATH OF TRAVEL DBL LINE = COMMON PATH OF TRAVEL EXIT AEX I T B INDICATES TWO ACCESSIBLE EXITS BEYOND 75' TRAVEL DISTANCE NEW CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, PROVIDE LATERAL BRACING, SEE STRUCTURAL DRAWINGS SHEETS S1.2. A B C D E F 1 2 3 4 5 092116.C 092116.C 095100.C 095100.C095100.C 095100.C 095100.C095100.C EQ CL CL CL CL CL CL CL CL EQ EQ EQ EQ EQ EQ EQ 3' - 0"6' - 0" EQ EQ CLCLCL 6' - 2"6' - 2" MECHANICAL 136 IDF 119 STORAGE 118 COMMUNITY ROOM 110 STORAGE 117 MEN'S 116 WOMEN'S 115 STAFF RESTROOM 123 LIBRARIAN 137 STAFF WORKROOM 122 STAFF LOUNGE 121 STORAGE/SUPPLIES 105 CIRCULATION WORKROOM 107 LOBBY 101 INNOVATION CENTER 104 CHILDREN'S STACKS 124 FAMILY RR 126 MEETING ROOM 130 CUSTODIAL 113 VEST. 114 VEST. 112 ELEC. RM 111 CORRIDOR 106 OPEN 132 OPEN 134 OPEN 133 OPEN 131 CORRIDOR 102 9' - 4" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 9' - 0" 8' - 0"8' - 0" 8' - 0" 8' - 0" 8' - 0" 8' - 0" 260000.C 260000.C 8' - 0" CL CL 4' - 0 " CLCL 23' - 0"12' - 0" CL 4' - 2"8' - 7" 3' - 1 0 3 / 4 " 4' - 0 " 4' - 0 " CL CL CL 3' - 5 1 / 2 " 4' - 0 " 4' - 0 " CL CL CL 3' - 5 1 / 2 " 4' - 0 " 4' - 0 " CL CL CL 3' - 5 1 / 2 " 4' - 0 " 4' - 0 " CL CL CL 3' - 5 1 / 2 " 4' - 0 " 4' - 0 " CL 3' - 1 0 " CL CL CL CL 4' - 1 1 / 2 " 2' - 4 " 4' - 1 " 5' - 5 1 / 2 " OPEN AREA WINDOWS -SF35/ A62.2 INNOVATION CENTER -SF41/ A62.2 5' - 5 " 2' - 6 1/2" CL 3' - 2" CL 3' - 3" CL 1' - 9 " CL 2' - 3" CL 2' - 7" CL2' - 3 " CL 1' - 11 1/2" CL 2' - 2 1/2" CL EQ EQ CL 3' - 6 " CL 3' - 8 1/2" CL 12' - 0" 092116.C 9' - 4" CLCL 6' - 0"5' - 0" CL CL 3' - 2 " 6' - 0 " +9' -4" +8' -0" +8' -0"+8' -0" 5' - 8" 1' - 11" 7' - 1" 4' - 4" 12' - 9 1/2" 130000.B 260000.C 2' - 7 " 095110.A +11' -0" +9' -4" +9' -4" +9' -4" +9' -4" +9' -4" +18' - 0" 282300.B A31.1 5 A52.14 5 A52.1 NOTES: 1. GYPSUM BOARD CEILINGS SHALL BE FRAMED WITH METAL STUD JOISTS, U.N.O. SEE DETAIL 04/A64.4 FOR MORE INFORMATION. 2. FOR SUSPENDED ACOUSTICAL CEILING, REFER TO SHEET A64.4. 3. FOR PLASTER SOFFIT DETAILS, SEE DETAIL 9/A62.1 4. AT ALL ROOMS WITHOUT CEILINGS (LABELLED AS "EXP" ON PLAN AND/OR ON THE FINISH SCHEDULE), ALL EXPOSED SURFACES AND ELEMENTS SHALL BE PAINTED, INCLUDING STRUCTURE, DECK ABOVE, AND ALL UTILITIES INCLUDING PIPING, CONDUITS, DUCTWORK, ETC. 5. PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION COMPONENTS ARE SHOWN FOR REFERNECE AND COORDINATION PURPOSES. REFER TO PLUMBING, ELECTRICAL, MECHANICAL AND FIRE PROTECTION DRAWINGS FOR COMPONENT AND SYSTEM QUANTITIES, TYPES AND REQUIREMENTS 6. CENTER LIGHTING FIXTURES BETWEEN OPPOSITE WALLS, U.N.O. 7. ALL DIMENSIONS, NOTES, KEYNOTES AND DETAILS CALLOUTS ARE TYPICAL, U.N.O. 8. SEE SHEET A50.1 FOR INTERIOR FINISH LEGEND 9. AT EXPOSED CEILINGS, ALL DUCTS, PIPES AND CONDUITS SHALL RUN PARALLEL OR PERPENDICULAR TO WALL, AND AS CLOSE TO THE DECK ABOVE AS POSSIBLE. PROVIDE ESCUTCHEONS FOR CONDUIT/PIPES AT WALLS WHERE EXPOSED. * REFER TO ELECTRICAL DRAWINGS FOR LOCATIONS OF EMERGENCY LIGHTING. EXTERIOR PLASTER SOFFIT, REFER TO NOTE 3 2' X 4' SUSPENDED CEILING TILES, REFER TO NOTE 2 RECESSED SUPPLY AIR GRILL, SEE MECH. DRAWINGS RECESSED RETURN AIR GRILL, SEE MECH. DRAWINGS 2X2 LUMINAIRE, SEE ELEC. DRAWINGS* RECESSED COMPACT FLUORESCENT DOWNLIGHT, SEE ELEC. DRAWINGS* S S SPEAKERS, SEE ELECTRICAL DRAWINGS EXIT SIGNAGE, SEE ELECTRICAL DRAWINGS SUSPENDED STRIP FLUORESCENT, SEE ELEC. DRAWINGS* SUSPENDED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS* RECESSED EXHAUST AIR GRILL, SEE MECH. DRAWINGS 2X4 LUMINAIRE, SEE ELEC. DRAWINGS* GYP. BOARD CEILING, REFER TO NOTE 1 ROOF HATCH ABOVE, REFER TO DET. 8/A62.6 SURFACE MOUNTED FLUORESCENT FIXTURE, SEE ELEC. DRAWINGS* WALL MOUNTED FLUORESCENT LIGHT FIXTURE, SEE ELEC. DRAWINGS* WALL MOUNTED FLUORESCENT DOWNLIGHT, SEE ELEC. DRAWINGS* WALL MOUNTED TO BE 8' - 0" TYP. WALL MOUNTED FIXTURE AT STAIR, SEE ELEC. DRAWINGS* DECORATIVE PENDANT MOUNTED FIXTURE, SEE ELEC. DRAWINGS* 2' X 2' SUSPENDED CEILING TILES, REFER TO NOTE 2 SUSPENDED HEXAGONAL FLUORESCENT LIGHT FIXTURE, SEE ELEC. DRAWINGS* THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A11.0 RCP AND FLOOR IMPROVEMENT PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/8" = 1'-0"1IMPROVEMENT -FLOOR PLAN SIGNAGE LEGEND FLOOR PLAN LEGEND 034 EXISTING COLUMN TO REMAIN & PROTECTED IN PLACE 178 EXISTING PARTITION WALL TO REMAIN, SEE STRUCTURAL DRAWINGS DETAILS 3, 5, 7/S1.2 FOR LATERAL BRACING. 033000.G NEW CONCRETE SLAB TO REPLACE DRY PACK AT HATCHED AREA, SEE STRUCTURAL DRAWINGS DETAIL 9 / S1.2. 092116.C GYPSUM BOARD CEILING OVER (E) FRAMING,NEW GYPSUM BOARD CEILING SHALL BE FRAMED WITH 2x6 FRAMING AT 16" O.C. (SHORT DIRECTION OF CEILING). 095100.C SUSPENDED ACOUSTICAL CEILING TILES, SEE SHEET A/64.4 FOR DETAILS 095110.A ADHERED DIRECT ATTACH ACOUSTICAL TECTUM CEILING, SEE 15/A64.4 104400.C (E) FIRE EXTINGUISHER CABINET W/ EXTINGUISHER TO REMAIN PROTECTED IN PLACE 104400.D (E) PULL BOX TO REMAIN PER FA DRAWINGS 116100.B (E) AED CABINET TO REMAIN PROTECTED IN PLACE 130000.B ROOF OF PC-APPROVED SHADE STRUCTURE. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF PC SHADE CANOPY 221000.E HI-LO ACCESSIBLE DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS DET. 3/GEN-4 AND DET. 12/A62.3 FOR ACCESSIBILITY INFORMATION, 3/A62.3 AND 4/A62.3 FOR MOUNTING DETAILS 221000.K NEW FLOOR DRAIN, SEE PLUMBING PLANS DETAIL 1 / P11.2. 260000.C LIGHTING FIXTURE, SEE ELECTRICAL DRAWINGS 282300.B EXISTING VIDEO SECURITY SURVEILLANCE TO REMAIN PROTECTED IN PLACE, TYP 1/8" = 1'-0"2IMPROVEMENT-REFLECTED CEILING PLAN RCP LEGEND KEYNOTES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 4 4 4 4 4 4 4 4 4 4 M 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 J J A B C D E F 1 2 3 4 5 5' - 6 " 9' - 2 " 3' - 8" 18' - 4"7' - 6"27' - 4"6' - 4"47' - 0" 106' - 6" 8' - 1" 2' - 9" 1 3 / 4 " 6' - 3" 1 1 / 2 " 14' - 0 3/4" 10 ' - 1 1 / 4 " 11 ' - 8 1 / 2 " 13' - 3" 27 ' - 1 0 " 13 ' - 1 0 " 3' - 10" 10' - 10" 31 ' - 7 " 8' - 6 3/4" 21 ' - 2 " 11' - 1" 1' - 0 " 1' - 0 1 / 2 " 7' - 7" 1' - 7" 10' - 6"8' - 10 1/2" 7' - 4 " 8' - 1" 9' - 8 " 8' - 3 " 24' - 9" 22' - 4 1/4" 1' - 5" 1' - 5 " 27' - 2 1/2" 23' - 8" 36 ' - 5 " 11 ' - 0 1 / 2 " 1' - 5" 1' - 5 " 19 ' - 1 0 1 / 2 " 2' - 0" 7' - 6 " 5' - 4 " 1' - 5" 9' - 9 3 / 4 " 1' - 5 " (N) E.P. (N) ELECTRICAL POWER & DATA BOX (E) ELECTRICAL FLOOR BOX TO BE REMOVED AND ABANDONED IN PLACE (N) ELECTRICAL POWER & DATA BOX IN GROUND (N) ELECTRICAL POWER & DATA BOX IN GROUND (N) ELECTRICAL POWER & DATA BOX IN GROUND (N) ELECTRICAL POWER & DATA BOX IN GROUND (E) ELECTRICAL POWER & DATA BOX IN GROUND TO REMAIN (E) ELECTRICAL POWER & DATA BOX IN GROUND TO REMAIN (E) ELECTRICAL POWER & DATA BOX IN GROUND TO REMAIN (E) ELECTRICAL POWER & DATA BOX IN GROUND TO REMAIN (E) ELECTRICAL FLOOR BOX TO BE REMOVED AND ABANDONED IN PLACE (E) ELECTRICAL FLOOR BOX TO BE REMOVED AND ABANDONED IN PLACE (E) ELECTRICAL FLOOR BOX TO BE REMOVED AND ABANDONED IN PLACE 7' - 4 " (N) ELECTRICAL POWER & DATA BOX IN GROUND (N) TRENCH AREA, SHOWN HATCHED. (N) TRENCH AREA, SHOWN HATCHED. (N) TRENCH AREA, SHOWN HATCHED. (N) TRENCH AREA, SHOWN HATCHED. 1' - 5" 1' - 5 " 1' - 6" 2' - 3 " 1' - 3 1 / 4 " 8' - 0" 1' - 5 " 7' - 2 " 9' - 2" 6' - 1 1/2"14' - 0"6' - 1 1/2" 17' - 4 3/4" 5' - 6 " 7' - 1 1 " 7' - 1 1 " 7' - 1 1 " 7' - 0 1/2" 4' - 5 3/4"7' - 1 1/2" 16 ' - 6 1 / 2 " 1' - 1 0 " 9' - 6 3/4" 20 ' - 3 1 / 4 " 11' - 5" 5 3 / 4 " 7' - 5 " 4' - 1 1 / 2 " 7' - 3"6' - 6" 2' - 10 1/2" 9' - 8"9' - 7 1/4" 4' - 5 3/4" 10 ' - 1 1 1 / 4 " 2" 2" 3' - 0 " . PER MFR. 3' - 11 1/4"6' - 8 3/4" PER MRF. 3' - 11 1/4" 3' - 1 1 / 2 " 1' - 2 1/4" 1' - 8 3/4"10 3 / 4 " 1' - 8 3 / 4 " 7" 4' - 9 3 / 4 " 8' - 1 1/4" 8' - 4 " 6' - 1 1 / 4 " 6' - 2 1 / 2 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A12.1 FURNITURE IMPROVEMENT PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/4" = 1'-0"1FURNITURE IMPROVEMENT PLAN BOOK COUNT LEGEND DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 4 ASI #04 09/18/25 4 4 4 4 4 4 F M A A B B C C D D E E F 1 1 2 2 3 3 4 4 5 5 1/4" / 1'-0" 1/4" / 1'-0" 230000.B 230000.B 230000.B 151 151 151 230000.I 075520.A075520.A 075520.A075520.A 075520.C 130000.B 1 A14.1 - --- 075520.C 10 A14.0 4 A14.0 075520.C 075520.C 075520.C 230000.A 230000.J230000.J 230000.J230000.J 230000.J 230000.J 230000.J230000.J 075520.C 230000.D 077200.A 151 5' - 1 3/4" 4' - 6 " 8' - 2 1/2" 10 ' - 5 3 / 4 " 171 171 171 171 171 171 171 171 4 A62.1 6 A62.1 2' - 8 1 / 4 " 3 A14.0 - --- 4 A14.0 3 3' - 0" 3' - 0 " 3' - 0" 3' - 0 " 230000.M - --- 079700.A079700.A 13 A62.1 A A B B C C D D E E F F 1 1 2 3 3 4 4 5 5 4 1/2" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 1/4" / 1'-0" 150 151 157 151 151 152 153 060 153 158 158 060060 060 159 060 164 079600.A079600.A THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A13.0 ROOF IMPROVEMENT AND DEMOLITION PLANS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/8" = 1'-0"2IMPROVEMENT -ROOF PLAN 1/8" = 1'-0"1DEMOLITION -ROOF PLAN NOTE: REFER TO MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION OF SCOPE OF WORK NOTE: REFER TO M40.6 FOR ADDITIONAL INFORMATION OF SCOPE OF MECHANICAL ROOF WORK 060 DEMOLISH EXISTING BUILT-UP GRAVEL ROOF, ALL DAMAGED AND REMOVED SHEATHING TO BE REPLACED, TYP. 150 EXISTING ROOF HATCH, TO BE REMOVED IN ITS ENTIRETY 151 EXISTING ROOF DRAIN TO BE REMOVED/REPLACED. EXISTING DRAIN LINES TO REMAIN. EACH DRAIN TO RECEIVE NEW ZURN ROOF DRAIN UNIT AND DOME (RD 2150 OR EQUAL. OVERFLOW SCUPPERS TO REMAIN WITH NEW FLASHING FROM TAPERED RIGID INSULATION TO SCUPPER, TYP. 152 MECHANICAL EQUIPMENT AND CONCRETE PAD TO BE REMOVED IN ITS ENTERITY 153 (E) GATE TRELLIS, POSTS, LOW CMU WALL, AND ALL FOOTINGS ASSOCIATED WITH EXISTING TRELLIS TO BE REMOVED IN ITS ENTERITY, PREP AREA FOR INSTALLATION OF (N) SHADE CANOPY. PATCH AND REPAIR CONCRETE WHERE NEEDED 157 EXISTING ROOF DRAIN TO BE REMOVED IN ITS ENTERITY 158 EXISTING CONCRETE PARAPET WALL, TO BE PROTECTED-IN-PLACE,TYP. AND RE-WATERPROOFED TO MATCH NEW ROOF PER 3/A140.0 159 EXISTING ROOF VENT, TO BE PROTECTED-IN-PLACE, TYP. 164 REMOVE EISTING 18"X18" COMBUSTION AIR DUCT, PATCH AND SEAL OPENING, TYP. 171 EXISTING PARAPET WALL 075520.A NEW MODIFIED BITUMINOUS MEMBRANE ROOFING, SEE DETAIL 2/A14.0 FOR TYPICAL ROOFING ASSEMBLY 075520.C CRICKET FORMED BY TAPERED INSULATION - TYPICAL ALL NEW ROOF AREAS 077200.A (N) ROOF HATCH, SEE DET. 1/A14.1 079600.A EXISTING COMPOSITION SHINGLES TO BE REMOVED. 079700.A NEW STANDING SEAM SHEET METAL PANELING ROOF, BY PAC-CLAD: SNAP CLAD SERIES AND COLOR TO BE SANDSTONE. 130000.B ROOF OF PC-APPROVED SHADE STRUCTURE. GENERAL CONTRACTOR TO COORDINATE INSTALLATION OF PC SHADE CANOPY 230000.A ROOFTOP MECHANICAL EQUIPMENT, SEE DET. 05/M50.1 FOR FLASHING AND MECHANICAL DRAWINGS FOR MORE INFORMATION 230000.B ROOFTOP EXHAUST FAN, SEE DET. 16/A64.4 FOR FLASHING, ALSO SEE MECAHNICAL 3/M50.1 230000.D REFRIGERANT PIPE PENETRATION OF ROOF, SEE MECHANICAL DETAIL 12/M50.1 230000.I NEW ROOF CAP TO BE INSTALLED, REFER TO MECHANICAL 230000.J OA DUCT WITH BUILT-UP CURB AND ROOF CAP 230000.M PROVIDE 3'-0" WIDE CLEARANCE AROUND NEW ROOFTOP MECHANICAL EQUIPMENT DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 4 4 4 4 4 4 ELASTOMERIC PVC COOL ROOFING SYSTEM MEMBRANE PER SPEC 07 53 10 2" POLYISO INSUALTION FOAM (E) 2X STRUCTURAL FRAMING ROOF PLATE HT. BATT INSULATION PER SPECIFICATIONS AND T-24 (E) 2X STRUCTURAL FRAMING (E) BATT INSULATION NOTE: FLAME SPREAD/SMOKE DENSITY RATING OF INSULATION: MAXIMUM 25/450, ASTM E84. ELASTOMERIC PVC COOL ROOFING SYSTEM MEMBRANE PER SPEC 07 53 10 2" POLYISO INSULATION FOAM (E) PLYWOOD TO REMAIN, TYP. (E) SHEET METAL FLASHING WITH INTERLOCKING LAPS (N) PVC MEMBRANE HEAT WELDED TO ROOF MEMBRANE OVER BASE FLASHING TO EXTEND 6" MIN. BEYOND CANT (E) METAL SCREED (E) EXTERIOR CEMENT PLASTER O/ METAL LATH & BUILDING PAPER O/ EXTERIOR SHEATHING AS NEED PER ELEVATION. (E) PLYWOOD SHEATHING 1 1 / 2 " 2" POLYISO INSULATION FOAM. (N) MECHANICAL UNIT METAL CURB FURNISHED WITH MECHANICAL UNIT - SLOPED TO MATCH ROOF BASE FLASHING 6" MIN. ON FIELD (E) PLYWOOD SHEATHING 2" POLYISO INSULATION FOAM 8" M I N (N) WOOD NAILER FOR ROOF MEMBRANE ATTACHMENT (INTEGRAL W/ CURB) ELASTOMERIC PVC MEMBRANE TO EXTEND OVER BASE FLASHING UP UNDER MECH. EQUIPMWENT, TYP. (N) TERMINATION BAR PER MANUF. RECOMMENDATION ELASTOMERIC PVC COOL ROOFING SYSTEM MEMBRANE PER SPEC 07 53 10 1' - 0 " 1' - 6 " (N) PRE-MANUFACTURED STEEL LADDER: 2 1/2" X 3/8" FLAT STEEL SIDE RAILS WALL TYPE PER PLAN LADDER RUNG: 18" WIDE X 3/4" FLAT DIA. SOLID STEEL SPACED 12" APART (5" + 8 1/4" x 1/4" Th. x 2" wide) LADDER BRACKET EA. SIDE @ 5'-0" O.C. W / (2) 3" ANCHOR BOLTS PROVIDE FIRE CAULKING AT PENETRATIONS WHERE RATED WALL OCCURS FOR ROOF HATCH, REFER TO DETAIL 1 A14.1 BASE PLATE 4" X 8" X 3/8" WITH (2) 1/2" DIA. PER STRUCTURAL TOE CLR. 7" MIN. EACH BRACKET 3/16 PLUMBING ROOF VENT CARLISLE SURE-FLEX PVC PRE-MOLDED PIPE FLASHING, INSTALL PER MFR. SPECIFICATIONS 1-1/2" HOT-AIR WELD MIN. ALONG ENTIRE MEMBRANE EDGE. PLYWOOD SHEATHING PER STRUCTURAL TYPICAL ROOF ASSEMBLY, SEE DETAIL 2 / A14.0. CARLISLE FASTENER & SEAM FASTENING PLATE, MAX. 12" O.C. STAINLESS STEEL CLAMPING RING. WATER CUT-OFF MASTIC CL PIPE OR CONDUIT PENETRATION SEE ELECTRICAL AND PLUMBING PLANS FIELD MEASURE PIPE LOCATIONS AND SIZES STAINLESS STEEL SCREW CLAMP AT EACH PIPE OR CONDUIT ELASTOMERIC SEALANT ALL AROUND NOTE: 1. FOR USE AT MULTIPLE PIPES CLOSER THEN 6" TO 1" APART. USE SINGLE FLANGE FIELD SOLDERED FLASHING. 2.FOR ADDITIONAL INFORMATION, SEE MIN. 12" 6" MIN. 6" MIN. ROOFING INTERPLY SET IN ADHESIVE ROOFING BASE SHEET, SET IN ADHESIVE ACRYLIC COATING OVER ROOFING CAP SHEET W/ MINERAL GRANULAR SURFACE SET INTO ADHESIVE. FIRST LAYER OF BASE FLASHING SHEET SET IN ROOF CEMENT 4 LB TWO PIECE LEAD FLASHING SLEEVE WITH CONTINUOUS LEAD SOLDER AT SEAMS. SET PRIMED FLANGES INTO ASPHALT ROOF CEMENT OVER ROOFING PLY SHEET SECOND LAYER OF BASE FLASHING SHEET SET IN ROOF CEMENT 8 A14.0 6" 4" 6" 6" 1/ 2 " T O 3 / 4 " 2 3 / 4 " 3/ 4 " T O 1 " 6" 3 3 / 4 " T O 4 1 / 4 " 3" 3" ROOF CEMENT SHALL BE INSTALLED BETWEEN THE ENDS AT ALL JOINTS, SIX INCHES EACH SIDE OF JOINT. EACH JOINT SHALL BE NAILED WITH A MINIMUM OF FOUR NAILS, TWO ON SIDE OF THE JOINT. ALL JOINTS AND MITERS SHALL BE OVERLAPPED A MINIMUM OF FOUR INCHES. EDGE FLASHING JOINT NOTES: INSIDE EDGE FLASHING CAP CUT HEM TO INTERLOCK AT JOINTS OUTSIDE EDGE FLASHING CAP PREFABRICATED EDGE FLASHING CAP WITH FULLY SOLDERED SEAMS FLANGE NAILING PATTERN ENLARGED DETAIL NOTCH COUNTERFLASHING LAP JOINT PREFABRICATED INSIDE 4" MIN.4" MIN. MIN. 1" COUNTERFLASHING LAP JOINT COUNTERFLASHING LAP JOINT PREFABRICATED OUTSIDE 3" MIN. 4" MIN.4" MIN. 1" MIN. NOTES: 1. CLAMPING RINGS MUST BE USED ON ALL ROOF & OVERFLOW DRAINS. 2. REPLACE OR REPAIR ANY AND ALL MISSING, BROKEN OR DAMAGED DRAIN PARTS TO RESULT IN A FUNCTIONING ASSEMBLY. 3. AFTER COMPLETE INSTALLATION OF THE ROOFING SYSTEM, CONTRACTOR SHALL INSPECT AND TEST ALL ROOF DRAINS TO ASSURE THAT NO CLOGGING OF THE DRAINAGE SYSTEM IS PRESENT. THE ROOF DRAIN LEADER SHOULD BE IN SUCH CONDITION THAT THE FULL DIAMETER OF THE DRAIN LEADER IS CLEAR. 4. MEMBRANE SHALL EXTEND UNDER CLAMPING RING. 5. CONTRACTOR SHALL VERIFY DRAIN SIZE TO BE USED AND INCREASE SUMP SIZE TO PROVIDE MINIMUM CLEARANCES. 6. OVERFLOW DRAINS ARE ACCOUNTED FOR WITH EXIST, SCUPPERS, TYP. 1' - 0 " 1 ' - 0 " 2' - 0 " 1' - 0" 1' - 0" 2' - 0" ROOF DRAIN ASSEMBLYTYPICAL ROOFING ASSEMBLY, SEE DET. DRAIN SUMP AREA @ 3:12 SLOPE RATIO JOISTS PER STRUCTURAL WOOD BLOCKING PER STRUCTURAL DRAWINGS UNDERDECK CLAMP INSULATE ALL ROOF DRAIN PIPING THROUGH INTERIOR SPACES 1-1/2" HOT-AIR WELD MIN. ALONG ENTIRE MEMBRANE EDGE. CL MANUF. FASTENER AND DISC - SECURE AS REQ'D. CLAMPING RING PRE-TAPERED EDGE STRIP - FASTEN SECURELY AS REQ'D. a1' -0" /2 A14.0 1/8" BEAD DIAM. BEAD OF CUT- EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE. WATER CUT-OFF MASTIC (N) SHEET METAL COUNTER FLASHING (N) PVC MEMBRANE HEAT WELDED TO ROOF MEMBRANE OVER BASE FLASHING TO EXTEND 6" MIN. (E) PRECAST CONCRETE PARAPET WALL (E) PLYWOOD SHEATHING 8" M I N . 2" POLYISO INSULATION FOAM. (N) POLYUREATHANE SEALANT (N) COMPRESSIBLE TAPE TO SPAN IRREGULARITIES (E) 26 GA. GALV. SHEET METAL SCUPPER PAINT TO MATCH ADJACENT WALL COLOR DRIP EDGE 6 1 / 6 4 " WALL PER PLANS (E) SCUPPER FLANGE ELASTOMERIC PVC COOL ROOFING SYSTEM MEMBRANE PER SPEC 07 53 10, EXTEND INTO SCUPPER 6", TYP. INSTALL PER MNF. SPECIFICATIONS. (N) SHEET MTL. COUNTER FLASHING. ROOF DRAIN PER DETAIL 5 / A14.0 DENSDECK WATEPROOF PROTECTION BOARD OVER TAPERED POLYISOINCURATE INSULATION SLOPED TO DRAIN SEE DETAIL 3 / A14.0 FOR ADDITIONAL INFORMATION SLOPE TO DRAIN 3" CL WATER CUT-OFF MASTIC 2X WOOD NAILER EPDM PRIMER WA L L PA R A P E T 3" 3" 3" LAP SEALANT (E) 26 GA. GALV. SHEET METAL SCUPPER PAINT TO MATCH ADJACENT WALL COLOR 3" WATER CUT-OFF MASTIC UNDER SCUPPER FLANGES 6" FIRST THIRD SECOND (E ) R O O F A S S E M B L Y (N) PAC-CLAD SNAP CLAD STANDING SEAM METAL ROOFING PANEL, COLOR: SANDSTONE. (E) PLYWOOD SHEATHING. 2" POLYISO INSULATION FOAM, SLOPED TO DRAIN PER ROOF PLAN. (N) PVC MEMBRANE PER SPEC 07 53 10. (N) PAC-CLAD HT UNDERLAYMENT SLIP FLASHING. #10-13 X 1" GP FASTNER. 2" 2" PVC MEMBRANE21". RETAINER CLIP. TAPE SEALANT SLIP FLASHING7 1/2" SEALANT. (E) ROOF STRUCTURE AND ISULATION TO REMAIN. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A14.0 ROOF DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1 1/2" = 1'-0"1ROOF CEILING ASSEMBLY 3" = 1'-0"2TYPICAL ROOFING ASSEMBLY 3" = 1'-0"4BASE FLASHING AT ROOF STOREFRONT 3" = 1'-0"6MECHANICAL UNIT FLASHING1 1/2" = 1'-0"7(N) ACCESS LADDER @ CONCRETE WALL 3" = 1'-0"8PLUMBING PIPE PENETRATION AT ROOF 1 1/2" = 1'-0"9MULTIPLE PIPE PENETRATIONS 1 1/2" = 1'-0"12EDGE FLASHING DETAILS1 1/2" = 1'-0"13TYP. SURF. MTD. COUNTER FLASHING 1" = 1'-0"5ROOF DRAIN FLASHING 3" = 1'-0"3PARAPET WALL BASE FLASHING DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 1 1/2" = 1'-0"11SCUPPER DETAIL OMIT 3" = 1'-0"10SLOPED ROOF @ TRANSITION DETAIL 4 4 4 4 4 4 ROOF HATCH INSULATED CURB BY ROOF HATCH MANUF. W/ DRIP EDGE ROOFING MEMBRANE (E) PLYWOOD SHEATHING PER STRUCTURAL (E) 2X STRUCTURAL FRAMING PROVIDE LOCK 48" X 48" OPENING MIN. (2) #10 WOOD SCREW, 3" MIN. EMBED. @12"O.C. AT EA. CORNER, TOTAL OF 8 SCREWS. ACCESS LADDER (2) #12 WS TO ROOF FRAMING BLOCKING @ EA. SIDE OF LADDER TELESCOPING SAFETY POST FLASHING MEMBRANES, SEE DET. FOR SIM. 6 A14.0 WALL PER PLANS 3'-6" MIN. NOTE: APPLY NON-STRUCTURAL SHEATHING TO ALL EXTERIOR SURFACES WHERE STRUCT. SHEATHING DOES NOT OCCUR. REFER TO NAILING SCHEDULE PER STRUCTURAL PLANS FOR CONTINUATION, REFER TO DET. 4X BLOCKING BETWEEN STUDS WITH SIMPSON A34 T&B EACH END, TYP. 7 A14.0 7" MIN. 5 1 / 2 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1 1/2" = 1'-0" 07/08/24 A14.1 ROOF DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1 1/2" = 1'-0"1ROOF HATCH DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 Top of Parapet_Low 14' -4" 12345 Top of Parapet_High 18' -0" 7' - 5" 61' - 10 3/4" 092000.C 088000.D088000.D 177 Top of Parapet_Low 14' -4" 1 2 3 4 5 Top of Parapet_High 18' -0" N101 N102 092000.C 176 4 1 / 2 " / 1 ' - 0 " 4" THREAD 11" MA X . 3' - 2 " MA X . 3' - 2 " 4" 9" 11" 9" 4" - 7 " MAX. 1 1/2" E.J. 1/2" E.J. 1/2" #4 @ 16" O.C. EA. WAY TYP. #4 UNDER EACH RISER CONSTRUCTION JOINT 1' - 0 " #4 HOOKED DOWEL 1' - 0 " 1' - 0 " 24" MIN. #4 REBAR 3" 1/2" NOSE RADIUS 1-1/4" RADIUS HANDRAIL 11" 3' - 2 " 1' - 0" 1' - 0" THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A21.1 EXTERIOR ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/4" = 1'-0"1NORTH ELEVATION 1/4" = 1'-0"2SOUTH ELEVATION 176 EXISTING 10" HIGH LETTERING MOUNTED ON THE WALL, TO REMAIN AND BE PROTECTED IN PLACE. 177 EXISTING BOOKDROP AT NEW LOCATION. 088000.D TEMPERED GLAZING TO BE REPLACED, TYP. SEE SPECS 092000.C EXISTING POURED IN PLACE CONCRETE WALLS TO BE RE-SANDBLASTED AT ALL EXTERIOR FACES. PRIOR TO SANDBLAST VEGETATION TO BE REMOVED TO ENSURE FULL COVERAGE. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. KEYNOTES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 3/4" = 1'-0"3CONCRETE STAIRS HANDRAIL Top of Parapet_Low 14' -4" ABCDEF Top of Parapet_High 18' -0" 4 A31.1 092000.C A01.4 16 A62.5 4 4' - 0" 8' - 0 " 3 3/4"4" 090000.G090000.G090000.G090000.G090000.G090000.G090000.G 5 A52.1 Top of Parapet_Low 14' -4" A B C D E F Top of Parapet_High 18' -0" 6 A62.4 A62.4 2 TGTG TG TG TG TG TG TG TGTG 106' - 6" 092000.C 088000.E 174 (N) ENTRY SIGNAGE. REFER TO ENTRY SIGNAGE ON A62.4 FOR ADDITIONAL INFORMATION. 5 A52.1 179 180 174 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/4" = 1'-0" 07/08/24 A21.2 EXTERIOR ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/4" = 1'-0"1WEST ELEVATION (NOT IN SIGNAGE SCOPE) 1/4" = 1'-0"2EAST ELEVATION 174 EXISTING EXTERIOR WOOD BEAMS TO REMAIN. BEAMS TO BE REFINISHED AND RESEALED TO MATCH EXISTING CONDITION, PROTECT IN PLACE, TYP. 179 EXISTING EXTERIOR GLULAM BEAM TO BE REMOVED AND REPLACED WITH A IDENTICAL GLULAM BEAM. 180 EXISTING COLUMN TO BE REMOVED AND REPLACED WITH A NEW AND IDENTICAL COLUMN. 088000.E ALUM. STOREFRONT WINDOW W/1" INSUL. GLAZING, CLR TEMPERED 1/4" GLASS EA. SIDE W/LLUMAR R20 SR SP4 FILM, TYP. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. 090000.G INFILL "CORTEN" PANELS, SEE 16/A01.4 FOR CONNECTION DETAILS. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. 092000.C EXISTING POURED IN PLACE CONCRETE WALLS TO BE RE-SANDBLASTED AT ALL EXTERIOR FACES. PRIOR TO SANDBLAST VEGETATION TO BE REMOVED TO ENSURE FULL COVERAGE. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. KEYNOTES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 4 4 4 4 Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" BCDE CO R T E N W A L L H E I G H T 8' - 0 " N92 V.I.F. 2' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0"4' - 0" 7' - 9 1 9 / 3 2 " 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 282300.A Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" 7' - 6 " 6' - 0" 155 092000.C092000.C 090000.H 149149 7' - 0 " Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" B C D E 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 1 A61.1 N110 090000.H090000.H 090000.H 7' - 0 " Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" 1 1 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/2" = 1'-0" 07/08/24 A21.3 PATIO ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 149 NEW GATE DOOR AND HARDWARE, SEE DOOR SCHEDULE 155 NEW WALL MOUNTED HORN STROBE MOUNTED AT 90" AFF, TYP. 090000.G INFILL "CORTEN" PANELS, SEE 16/A01.4 FOR CONNECTION DETAILS. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. 090000.H USA SHADE SYSTEM, MANUFACTURER TO PROVIDE PC DRAWINGS, 092000.C EXISTING POURED IN PLACE CONCRETE WALLS TO BE RE-SANDBLASTED AT ALL EXTERIOR FACES. PRIOR TO SANDBLAST VEGETATION TO BE REMOVED TO ENSURE FULL COVERAGE. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. 282300.A VIDEO SECURITY SURVEILLANCE TO REMAIN, MOUNT TO CORTEN STEEL PANEL 1/2" = 1'-0"1EAST ELEV @ PATIO 1/2" = 1'-0"3NORTH ELEV @ PATIO 1/2" = 1'-0"2WEST ELEV @ PATIO 1/2" = 1'-0"4SOUTH ELEV @ PATIO DESCRIPTION DATE 1 ASI #01 04/09/25 1 Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" Top of Parapet_High 18' -0" SITE -6" MECHANICAL 136 STAFF LOUNGE 121 STAFF WORKROOM 122 CORRIDOR 102 OPEN 131 OPEN 132 N92 N87 N76 CE I L I N G H E I G H T T Y P . 8' - 0 " 12 ' - 1 0 " MECHANICAL ROOFTOP 7' - 0" 4' - 6 " Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" Top of Parapet_High 18' -0" 21 ' - 1 0 " 13 ' - 3 " 13 ' - 3 " SITE -6" 9' - 0 " COMMUNITY ROOM 110 CORRIDOR 106 OPEN 131 OPEN 132CORRIDOR 102 N76N87N92N91N90N106E56E55 CE I L I N G H E I G H T T Y P . 8' - 0 " Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" Top of Parapet_High 18' -0" SITE -6" PATIO 135 STAFF WORKROOM 122 E84 10 ' - 0 " 7" 20' - 3" 10" 14 ' - 3 1 / 2 " 10 " 20' - 0"4 3/4" Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" Top of Parapet_High 18' -0" SITE -6" SU S P E N D E D C E I L I N G H E I G H T 8' - 8 1 / 2 " SU S P E N D E D C E I L I N G H E I G H T 9' - 2 1 / 2 " INNOVATION CENTER 104 LOBBY 101 OPEN 133 OPEN 134 N95 N94 N92 N87 N76 SU S P E N D E D C E I L I N G L I G H T T Y P . 9' - 0 1 / 2 " 099000.G 088000.D THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/4" = 1'-0" 07/08/24 A31.1 BUILDING SECTIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/4" = 1'-0"1OVERALL SECTION 1 1/4" = 1'-0"2OVERALL SECTION 2 1/4" = 1'-0"4PATIO SECTION 1/4" = 1'-0"3OVERALL SECTION 3 1/4" = 1'-0"5Elevation 1 -a 088000.D TEMPERED GLAZING TO BE REPLACED, TYP. SEE SPECS 099000.G EXISTING GYP TO BE REFINISHED PER FINISH SCHEDULE. PATCH AND REPAIR AS NEEDED FOR INSTALLATION OF (N) STOREFRONT SYSTEM. EXISTING BEAMS THAT ARE TO BE PREPPED AND RE-FINISHED PER KEYNOTE 167, TYP. DESCRIPTION DATE 1 ASI #01 04/09/25 M 1' - 5 " NEW WOOD STUD WALL PER SHEET A61.1 EXISTING WOOD STUD WALL EXISTING CONCRETE WALL WALL TYPE ANNOTATIONS, SEE SHEET A61.1 FOR DETAILS 101 NUMBER INDICATES DOOR PER SCHEDULE, REFER TO SHEET A52.1 EXISTING FIRE EXTINGUISHER CABINET FLOOR PLAN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O. 2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT. 3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS. 4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE ON SHEETS A31.2 AND A31.3 1i 60" MIN. ACCESSIBLE WHEELCHAIR CLEAR TURNING SPACE CLR. 60" MIN. 30"X48" MIN. ACCESSIBLE WHEELCHAIR CLEAR FLOOR SPACE 30"X48" CLR. EXIT 00 NEW EXIT ID / SIGNAGE REFER TO ELECT W/ SECONDARY POWER SOURCE. ALL EXIT DOORS SHALL LAHVE CODE COMPLAINT PANIC DEVICE AND CLOSER U.O.N. DISABLED ACCESS / EXIT PATH OF TRAVEL DBL LINE = COMMON PATH OF TRAVEL EXIT AEX I T B INDICATES TWO ACCESSIBLE EXITS BEYOND 75' TRAVEL DISTANCE NEW CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, PROVIDE LATERAL BRACING, SEE STRUCTURAL DRAWINGS SHEETS S1.2. D 2 3 4 2 A31.1 1 A31.1 4 A31.1 5' - 3 1/2" 11 ' - 1 1 / 2 " 9' - 6 1 / 4 " 6' - 4 1/2"6' - 2 3/4" 9' - 6 1 / 4 " 7' - 7 1/4" 11' - 4 1/2" 6' - 9 1 / 2 " 10 ' - 0 1 / 4 " 22' - 10" 4' - 6 1 / 4 " 4' - 0 1/2"4' - 7"4' - 6"5' - 3 1/2" 3' - 7 1 / 2 " LIBRARIAN 137 STAFF RESTROOM 123 WOMEN'S 115 MEN'S 116 STORAGE 117 ELEC. RM 111 VEST. 112 CUSTODIAL 113 VEST. 114 STAFF WORKROOM 122 N96 N98 E83 N66 E63 E62 W3.6 W3.6 W3.6 W5.4 W5.4 W3.6 W3.4 W7.6 W3.6 W3.6 W3.6 A31.2 3 A31.25 64 A31.2 9 COMMUNITY ROOM 110 B A C CORRIDOR 106 W3.4W3.6 N94 W3.6 L L L L L L L 2' - 11 1/2" 11 ' - 9 1 / 4 " 1' - 9 " N79 A31.4 13 8 2 7 10 N97 221000.E B 221000.C 221000.C 221000.C TA-5 TA-7 TA-9 TA-6 102800.R TA-14 TA-3 102800.R TA-6 TA-9 TA-7 TA-5 TA-14 8' - 6" TA-15 TA-15 11 12 15" W3.6 W3.6 102800.R TA-14 TA-5 102800.Q TA-3 TA-6 TA-9 W5.4 W7.5 W7.5 W7.5 T 1 P 1 TA-3 TA-7 TA-9 TA-6 102800.R TA-5 102800.Q TA-14MEN'S 116 2' - 1 0 " 3' - 2 " 2' - 1 0 1 / 2 " B-22' - 9 " CL T 1 P 1 3' - 6 " 102800.Q TA-5 TA-7 TA-9 TA-6TA-3 102800.R TA-14 WOMEN'S 115 1' - 1 0 " B-22' - 1 0 " 2' - 9 " CL T 1 P 1 3' - 6 " 102800.Q TA-5 MEN'S 116 B-2 CL 2' - 9 " TA-15 8' - 0 " 4" TY P . T 1 P 1 TA-5 102800.Q WOMEN'S 115 B-2 CL 2' - 9 " T 1 P 1 3' - 6 " TA-3 TA-6 102800.R TA-14 TA-5 STAFF RESTROOM 123 B-22' - 9 " 2' - 1 0 " 2' - 1 0 " CL A B RESTROOM DOOR SIGNAGE - WOMEN 2/GEN-6 RESTROOM DOOR SIGNAGE - MEN 3/GEN-6 C RESTROOM DOOR SIGNAGE - ALL GENDERS 4/GEN-6 D ASSISTIVE LISTENING SIGN 17/GEN-6 F RESTROOM SIGN - WOMEN 6/GEN-6 G RESTROOM SIGN - MEN 7/GEN-6 H RESTROOM SIGN - ALL GENDERS 8/GEN-6 K TACTILE EXIT ROUTE SIGN 12/GEN-6 L TACTILE ROOM IDENTIFICATION SIGN 11/GEN-6 M ACCESSIBLE ENTRY SIGN 9/GEN-6 O TACTILE EXIT SIGN 14/GEN-6 Q R DIRECTIONAL ACCESS SIGN 10/GEN-6 DESCRIPTION SHT.NO. OCCUPANT LOAD SIGN 13/GEN-6 S BOOK DROPOFF SIGNAGE 18/GEN-6 I FIRE ALARM PANEL LOCATED INSIDE 15/GEN-6 J FIRE ALARM EMERG. POWER SRC. 16/GEN-6 102800.Q TA-5 T 1 P 1 3' - 6 " TA-9 TA-7 STAFF RESTROOM 123 B-2 8' - 0 " 2' - 9 " LC 1' - 1 0 " 081213.B TA-14 102800.R TA-6 T 1 P 1 MEN'S 116 N90 B-22' - 1 0 " 3' - 4 " 081213.B TA-14 102800.R TA-6 T 1 P 1 WOMEN'S 115 N91 B-2 8' - 0 " 3' - 6 " 2' - 1 0 " 2' - 1 0 " TA-14 102800.R TA-6 T 1 P 1 STAFF RESTROOM 123 B-22' - 1 0 " 3' - 4 " PLASTIC LAMINATE: WILSONART, MONUMENT WOOD Y0808, TEXTURED (TYPICAL CABIENT FACE) METAL LAMINATE: CHEMETAL METAWAVE BRONZE ALUMINUM 236 (RECEPTION CABINET FACE) PLASTIC LAMINATE: FORMICA, EVERFORM, BLEACHED CONCRETE 601 (COUNTER / BACKSPLASH) PL 1 ML 1 AS 1 P 1 GENERAL WALL PAINT: DUNN EDWARDS, COLOR TO BE FOSSIL DE6225, EGGSHELL FINISH, SEMI-GLOSS FINISH AT WET AREA, PAINTED WOOD AND METAL 2' - 1 0 " TA-15 T 1 B-2 8' - 0 " 3' - 6 " TA-15 T 1 B-2MA X . 28 " - 3 4 " 6" P 1 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A31.2 ENLARGED PLANS AND INTERIOR ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 FLOOR PLAN LEGEND1/2" = 1'-0"1ENLARGED PLAN -PUBLIC RESTROOMS 1/2" = 1'-0"3NORTH ELEV @ (E) MENS RESTROOM 1/2" = 1'-0"5SOUTH ELEV @ (E) WOMENS RESTROOM 1/2" = 1'-0"4WEST ELEV @ (E) MENS RESTROOM 1/2" = 1'-0"6WEST ELEV @ (E) WOMENS RESTROOM 1/2" = 1'-0"9EAST ELEVATION @ (E) STAFF RESTROOM SIGNAGE LEGEND 081213.B HALLOW METAL DOOR WITH LOUVER, REFER TO DOOR SCHEDULE FOR TYPE AND FINISH 102800.Q (N) FLOOR MOUNTED WATER CLOSET, SEE PLUMBING DRAWINGS AND SPECS, TYP. 102800.R (N) ACCESSABLE SINK, SEE PLUMBING DRAWINGS AND SPECS, TYP. 221000.C PLUMBING FIXTURES, TYP., SEE PLUMBING DRAWINGS 221000.E HI-LO ACCESSIBLE DRINKING FOUNTAIN, SEE PLUMBING DRAWINGS DET. 3/GEN-4 AND DET. 12/A62.3 FOR ACCESSIBILITY INFORMATION, 3/A62.3 AND 4/A62.3 FOR MOUNTING DETAILS TA-3 24" X 36" FRAMED MIRROR, BOBRICK B-165 2436 TA-5 GRAB BARS @ ACCESSIBLE STALL (1-1/4" DIA. STANLESS STEEL), BOBRICK B-5897 TA-6 SURFACE MOUNTED LIQUID SOAP DISPENSER (O.F.C.I) TA-7 RECESSED TOILET TISSUE DISPENSER NAPKIN DISPOSAL, BOBRICK B-3094 TA-9 RECESSED TOILET SEAT COVER DISPENSER, BOBRICK B-3013 TA-14 RECESSED CONVERTIBLE PAPER TOWEL DISPENSER / WASTE RECEPTACLE. BOBRICK B-3944 TA-15 WALL MOUNTED BOBRICK KB310 CHANGING TABLE 1/2" = 1'-0"8NORTH ELEV @ (E) STAFF RESTROOM 1/2" = 1'-0"2EAST ELEV @ MENS RESTROOM1/2" = 1'-0"7EAST ELEV @ (E) WOMENS RESTROOM 1/2" = 1'-0"10SOUTH ELEV @ STAFF RESTROOM 1/2" = 1'-0"11SOUTH ELEV @ MENS RESTROOM 1/2" = 1'-0"12NORTH ELEV @ WOMENS RESTROOM DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 30 NEW WOOD STUD WALL PER SHEET A61.1 EXISTING WOOD STUD WALL EXISTING CONCRETE WALL WALL TYPE ANNOTATIONS, SEE SHEET A61.1 FOR DETAILS 101 NUMBER INDICATES DOOR PER SCHEDULE, REFER TO SHEET A52.1 EXISTING FIRE EXTINGUISHER CABINET FLOOR PLAN GENERAL NOTES: 1. ALL DIMENSIONS ARE TO CENTERLINE OF THE GRID LINES AND/OR TO THE FACE OF STUDS, U.N.O. 2. UNLESS NOTED OTHERWISE, ALL WALLS ARE FULL HEIGHT. 3. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS. 4. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE ON SHEETS A31.2 AND A31.3 1i 60" MIN. ACCESSIBLE WHEELCHAIR CLEAR TURNING SPACE CLR. 60" MIN. 30"X48" MIN. ACCESSIBLE WHEELCHAIR CLEAR FLOOR SPACE 30"X48" CLR. EXIT 00 NEW EXIT ID / SIGNAGE REFER TO ELECT W/ SECONDARY POWER SOURCE. ALL EXIT DOORS SHALL LAHVE CODE COMPLAINT PANIC DEVICE AND CLOSER U.O.N. DISABLED ACCESS / EXIT PATH OF TRAVEL DBL LINE = COMMON PATH OF TRAVEL EXIT AEX I T B INDICATES TWO ACCESSIBLE EXITS BEYOND 75' TRAVEL DISTANCE NEW CONCRETE SLAB ON GRADE PER STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, PROVIDE LATERAL BRACING, SEE STRUCTURAL DRAWINGS SHEETS S1.2. A B RESTROOM DOOR SIGNAGE - WOMEN 2/GEN-6 RESTROOM DOOR SIGNAGE - MEN 3/GEN-6 C RESTROOM DOOR SIGNAGE - ALL GENDERS 4/GEN-6 D ASSISTIVE LISTENING SIGN 17/GEN-6 F RESTROOM SIGN - WOMEN 6/GEN-6 G RESTROOM SIGN - MEN 7/GEN-6 H RESTROOM SIGN - ALL GENDERS 8/GEN-6 K TACTILE EXIT ROUTE SIGN 12/GEN-6 L TACTILE ROOM IDENTIFICATION SIGN 11/GEN-6 M ACCESSIBLE ENTRY SIGN 9/GEN-6 O TACTILE EXIT SIGN 14/GEN-6 Q R DIRECTIONAL ACCESS SIGN 10/GEN-6 DESCRIPTION SHT.NO. OCCUPANT LOAD SIGN 13/GEN-6 S BOOK DROPOFF SIGNAGE 18/GEN-6 I FIRE ALARM PANEL LOCATED INSIDE 15/GEN-6 J FIRE ALARM EMERG. POWER SRC. 16/GEN-6 A31.3 3 N87 W5.4 W5.4 W6.6 C 8' - 3" 30"X48" CLR. FAMILY RR 126 2 4 TA-5 102800.R 102800.S TA-6 102800.Q 5 TA-15 30"X48" CLR. 30 " X 4 8 " C L R . TA-3 W3.4 8' - 7 1/2" 12 ' - 2 " 30"X48" CLR. W7.5 W7.8 102800.S 102800.Q TA-5 T 1 P 1 B-2 TA-15 3' - 6 " 9' - 4 " 4" CL 2' - 9 " T 1 P 1 3' - 6 " TA-3 102800.R TA-14 102800.S 102800.Q TA-5 1' - 5 3/4"4' - 8 3/4"3' - 6"1' - 11 1/2" B-2 TA-6 9' - 4 " 4" CL 3' - 6 " 2' - 9 " 2' - 1 0 " TA-14 N87 102800.R 102800.R 081213.B T 1 P 1 B-2 3' - 6 " 9' - 4 " TA-15 2' - 1 0 " 4" TA-15 B-2 P 1 T 13' - 6 " 9' - 4 " 4" MA X . 28 " - 3 4 " 4' - 2 3/4" THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A31.3 ENLARGED PLANS AND INTERIOR ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 FLOOR PLAN LEGEND SIGNAGE LEGEND 081213.B HALLOW METAL DOOR WITH LOUVER, REFER TO DOOR SCHEDULE FOR TYPE AND FINISH 102800.Q (N) FLOOR MOUNTED WATER CLOSET, SEE PLUMBING DRAWINGS AND SPECS, TYP. 102800.R (N) ACCESSABLE SINK, SEE PLUMBING DRAWINGS AND SPECS, TYP. 102800.S (N) URINAL, SEE PLUMBING DRAWINGS AND SPECS, TYP. TA-3 24" X 36" FRAMED MIRROR, BOBRICK B-165 2436 TA-5 GRAB BARS @ ACCESSIBLE STALL (1-1/4" DIA. STANLESS STEEL), BOBRICK B-5897 TA-6 SURFACE MOUNTED LIQUID SOAP DISPENSER (O.F.C.I) TA-14 RECESSED CONVERTIBLE PAPER TOWEL DISPENSER / WASTE RECEPTACLE. BOBRICK B-3944 TA-15 WALL MOUNTED BOBRICK KB310 CHANGING TABLE 1" = 1'-0"1ENLARGED PLAN -FAMILY RESTROOM1/2" = 1'-0"2WEST ELEV @ (N) FAMILY RESTROOM 1/2" = 1'-0"3NORTH ELEV @ (N) FAMILY RESTROOM 1/2" = 1'-0"4EAST ELEV @ FAMILY RESTROOM 1/2" = 1'-0"5SOUTH ELEV @ FAMILY RESTROOM DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 3 ASI #03 07/02/25 N102 N101 096570.A 274100.A P 1 2' - 1 0 " 3' - 0" 4' - 0" P 1 WS 211 1' - 4" WS 302 2' - 0" WS 302 2' - 0" PL 1 AS 1 PL 1 WS 212 2' - 8" 096570.A P 1 N106 WS 300 3' - 0" WS 302 3' - 0" WS 253 1' - 6" WS 254 1' - 6" WS 152 3' - 0" 4" 2' - 6 " 2' - 6 " PL 1 AS 1 PL 1 096570.A 096570.A A B RESTROOM DOOR SIGNAGE - WOMEN 2/GEN-6 RESTROOM DOOR SIGNAGE - MEN 3/GEN-6 C RESTROOM DOOR SIGNAGE - ALL GENDERS 4/GEN-6 D ASSISTIVE LISTENING SIGN 17/GEN-6 F RESTROOM SIGN - WOMEN 6/GEN-6 G RESTROOM SIGN - MEN 7/GEN-6 H RESTROOM SIGN - ALL GENDERS 8/GEN-6 K TACTILE EXIT ROUTE SIGN 12/GEN-6 L TACTILE ROOM IDENTIFICATION SIGN 11/GEN-6 M ACCESSIBLE ENTRY SIGN 9/GEN-6 O TACTILE EXIT SIGN 14/GEN-6 Q R DIRECTIONAL ACCESS SIGN 10/GEN-6 DESCRIPTION SHT.NO. OCCUPANT LOAD SIGN 13/GEN-6 S BOOK DROPOFF SIGNAGE 18/GEN-6 I FIRE ALARM PANEL LOCATED INSIDE 15/GEN-6 J FIRE ALARM EMERG. POWER SRC. 16/GEN-6 P 1 4" 2' - 0" 096570.A 3' - 0 " . P 1 2' - 0" 3' - 0 " . 096570.A 2' - 6 " 1 ' - 0 " 8" 3' - 1 " 1' - 2 " 2' - 1" 2' - 0" WS 230 1' - 4" WS 230 1' - 4" WS 211 1' - 4" WS 160 3' - 6" WS 211 1' - 5" 4' - 4" 3' - 1 0 " KNEE SPACE PL 1 AS 1 ML 1 PROPOSED LOCATION OF ELECTRICAL POWER AND DATA BOX. 2" 3' - 1 0 " 1' - 4 " 2 ' - 6 " 1' - 2 " 2 ' - 2 " 4 " 1" 1" WS 211 1' - 4" WS 160 4' - 2" WS 230 1' - 1" 2' - 0"3' - 6"2' - 6"4' - 0" KNEE SPACE PL 1 AS 1 PL 1 WS 230 1' - 3" PROPOSED LOCATION OF ELECTRICAL POWER AND DATA BOX. 2" D 10 A31.4 A31.4 7 A31.4 8 N94 7' - 1 1 / 4 " W3.4 3' - 6"1' - 6 1/4" PROPOSED LOCATION OF ELECTRICAL POWER AND DATA BOX. PROPOSED LOCATION OF ELECTRICAL POWER AND DATA BOX. (N) TRENCH AREA, SHOWN HATCHED. 11' - 5" 4' - 9 3 / 4 " 2" 1' - 8 3 / 4 " 1' - 3 1 / 4 " 2' - 8 1 / 2 " 7" 4' - 5 3/4" 10 ' - 1 1 1 / 4 " 10 3 / 4 " 1' - 8 1/2" 1' - 5" 1' - 5 " 1' - 5" 1' - 5 " 5' - 5 3 / 4 " 7' - 1 3/4"1' - 5 1/2" 2" 2' - 6 " 3/4" 3/4" 3' - 0 5/32" 1" 2 ' - 1 " 4 " 3 7/8"2 3/16" 2' - 4 15/32" AS 1 ML 1 PL 1 2" PROPOSED LOCATION OF ELECTRICAL POWER AND DATA BOX. 9 3/4" 3' - 6 " 5 A61.1 116100.E P 1 096570.A 14' - 0"6' - 1 1/2"6' - 1 1/2" 3' - 0 " PLASTIC LAMINATE: WILSONART, MONUMENT WOOD Y0808, TEXTURED (TYPICAL CABIENT FACE) METAL LAMINATE: CHEMETAL METAWAVE BRONZE ALUMINUM 236 (RECEPTION CABINET FACE) PLASTIC LAMINATE: FORMICA, EVERFORM, BLEACHED CONCRETE 601 (COUNTER / BACKSPLASH) PL 1 ML 1 AS 1 P 1 GENERAL WALL PAINT: DUNN EDWARDS, COLOR TO BE FOSSIL DE6225, EGGSHELL FINISH, SEMI-GLOSS FINISH AT WET AREA, PAINTED WOOD AND METAL 116100.E 090000.J 096570.A 85" P 1 4" 11 ' - 0 " 8' - 2 1 / 4 " WS 253 1' - 6" WS 152 3' - 0" WS 253 1' - 6" PL 1 AS 1 3' - 0" P 1 NEW WOOD STUD WALL PER SHEET A61.1 WALL TYPE ANNOTATIONS, SEE SHEET A61.1 FOR DETAILS 101 NUMBER INDICATES DOOR PER SCHEDULE, REFER TO SHEET A52.1 1. REFER TO SHEET GEN-4 FOR TYPICAL ACCESSIBILTY REQUIREMENTS AND DIMENSIONS. 2. REFER TO ENLARGED PLANS FOR DIMENSIONS AND CALLOUTS NOT SHOWN HERE ON SHEETS A31.2 AND A31.3 1i 60" MIN. ACCESSIBLE WHEELCHAIR CLEAR TURNING SPACE CLR. 60" MIN. 30"X48" MIN. ACCESSIBLE WHEELCHAIR CLEAR FLOOR SPACE 30"X48" CLR. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A31.4 ENLARGED PLANS AND INTERIOR ELEVATIONS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/2" = 1'-0"1SOUTH ELEV. @ COMMUNITY ROOM 1/2" = 1'-0"3NORTH ELEV @ STAFF OFFICE 1/2" = 1'-0"4SOUTH ELEV @ STAFF OFFICE 090000.J INSTALL "FLO" AURALSCAPES ACOUSTIC WALL PANEL, SEE SPECS FOR INSTALLATION INSTRUCTIONS, FELT COLOR TO MATCH ADJACENT WALL FINISH, TYP. 096570.A (N) RUBBER BASE, TYP. 116100.E NEW WALL MOUNTED FLAT SCREEN TV, SEE DETAIL 1/ SHEET A62.3 FOR ADDITIONAL INFORMATION. 274100.A PROJECTION SCREEN, SEE AV52.1 FOR ADDITIONAL INFORMATION SIGNAGE LEGEND 1/2" = 1'-0"5NORTH ELEV @ WORKROOM 1/2" = 1'-0"6SOUTH ELEV @ WORKROOM 1/2" = 1'-0"7EAST ELEV @ (N) RECEPTION DESK 1/2" = 1'-0"8NORTH ELEV @ (N) RECEPTION DESK 1/2" = 1'-0"9ENLARGED PLAN -RECEPTION DESK 3/4" = 1'-0"10RECEPTION DESK SECTION 3/8" = 1'-0"11SOUTH ELEV @ LOBBY WALL 1/2" = 1'-0"2EAST ELEV @ WORKROOM 1/2" = 1'-0"12SOUTH ELEV @ INNOVATION CENTER 1/2" = 1'-0"13MULTI PURPOSE ROOM CASEWORK NOTE: FOR REFERENCE ONLY. RECEPTIOIN DESK TO BE PROVIDED BY FURNITURE VENDOR. NOTE: FOR REFERENCE ONLY. RECEPTION DESK TO BE PROVIDED BY FURNITURE VENDOR. NOTE: FOR REFERENCE ONLY. RECEPTION DESK TO BE PROVIDED BY FURNITURE VENDOR. NOTE: FOR REFERENCE ONLY. RECEPTION DESK TO BE PROVIDED BY FURNITURE VENDOR. DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 PLAN LEGEND 4 1. UNLESS NOTED OTHERWISE, ALL WALLS, PARTITIONS, AND COLUMNS TO BE PAINTED P-1 EGGSHELL FINISH, SEMI-GLOSS AT WET WALLS, PAINTED W OOD AND METAL. 4. ALL PRODUCTS TO BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS & RECOMMENDATIONS GENERAL NOTES: PLAN NOTES: 1 2 FLOORING: V-1 VCT FLOORING: PATCRAFT, ADMIX LVT, OYSTER 00530, 18" X 36" T-1 FLOOR TILE: DALTILE, LINDEN POINT, LP21, GRIGIO, INSTALLED IN A RUNNING BOND PATTERN 12" x 24" WITH 1/16" GROUT JOINTS USING LATICRETE GROUT, STERLING SILVER; WALL SURFACES: P-1 GENERAL AREA WALL PAINT: DUNN EDWARDS, COLOR TO BE FOSSIL DE6225, EGGSHELL FINISH, SEMI-GLOSS FINISH AT WET AREAS, PAINTED WOOD AND METAL P-2 ACCENT WALL PAINT: DUNN EDWARDS, COLOR TO BE CLOISTERED GARDEN DET523, EGGSHELL FINISH T-2 WALL TILE: DALTILE, WALL CLASSICS, DESERT GRAY, X114, 4 1/4" X 4 1/4" INSTALLED IN A RUNNING BOND PATTERN TO A HEIGHT OF 48" MINIMUM USING FULL TILES ONLY WITH 1/16" GROUT: B-1 GENERAL AREA WALL BASE: TARKETT, 4", COLOR TO BE DOCKSIDE WG, 119 MILLWORK: PL-1 PLASTIC LAMINATE: WILSONART, MONUMENT WOOD Y0808, TEXTURED FINISHES LEGEND & NOTES V-2 VCT FLOORING: PATCRAFT, ADMIX LVT, SUNDIAL 00130, 18" X 36" C-1 CARPET TILE: MILLIKEN, THE LOW DOWN, UNBREAKABLE SEC118, 18" X 36" 2. UNLESS NOTED OTHERWISE, ALL WALL BASE TO BE B-1, STRAIGHT BASE AT CARPET, COVED BASE AT HARD SURFACE FLOORING USING ROLL GOODS ONLY 7. SEE ELEVATIONS FOR INSTALLATION OF FINISHES AT ALL BUILT-IN COUNTERS AND CABINETS E-1 EXISTING SEALED CONCRETE FLOOR EXISTING FINISHES TO REMAIN. CLEAN, PATCH & REPAIR, AS REQUIRED LATICRETE GROUT #0100 WHITE. INSTALL COORDINATING COVED BASE TILE B-2 TO MATCH DEMOLISH EXISTING WALL & FLOOR FINISHES, EXCEPT AS INDICATED BY PLAN NOTES. PREPARE FLOOR,5. AND WALLS, AS REQUIRED, TO RECEIVE NEW FINISHES, AS SPECIFIED B-2 RESTROOM WALL BASE: DALTILE, WALL CLASSICS, DESERT GRAY X114, 4 1/4" X 4 1/4", COVED INSTALLED USING LATICRETE GROUT #0100 WHITE. GYP. BD. CEILINGS AND SOFFITS TO BE PAINTED P-1, FLAT FINISH PL-2 PLASTIC LAMINATE: WILSONART, CANYON ZEPHYR 4842, TEXTURED ML-1 METAL LAMINATE: CHEMMETAL, METAWAVE BRONZE ALUMINUM 236 AS-1 COUNTER/SPLASH TO BE FORMICA, EVERFORM, BLEACHED CONCRETE 601 C-2 CARPET TILE: MILLIKEN, THE LOW DOWN, UNBREAKABLE CLUE SEC172-118, 18" X 36" P-3 INTERIOR DOOR PAINT: DUNN EDWARDS, MUSLIN DE6227, SEMI-GLOSS FINISH P-4 EXPOSED INNOVATION CENTER CEILING PAINT: DUNN EDWARDS, FADE TO BLACK DET629, FLAT FINISH P-5 EXPOSED BEAMS IN STACKS AREA: DUNN EDWARDS, FOGGY DAY DE6226, FINISH TO BE DETERMINED 3 CEILING IN LOBBY AND LOWER CEILING IN STACKS AREA TO BE PAINTED P-1 4 WOOD CEILING IN RAISED CEILING IN STACKS AREA TO REMAIN 5 PROVIDE A SPLIT FINISH AT PAINTED EXTERIOR DOORS. 6 STARTING FROM A HEIGHT OF 8'-0" AFF, PAINT ALL WALLS, CEILING & DUCTWORK P-4 WALL SURFACES BELOW 8'-0" TO BE PAINTED P-1 C-3 CARPET TILE: MILLIKEN, THE LOW DOWN, CLUE SEC172, 18" X 36" 3. SEE DRAWINGS PROVIDED BY MILLIKEN FOR THE INSTALLATION OF CARPETS C-1, C-2, C-3 6. WALLS AND CEILINGS ABOVE ALL RESTROOM TILE WAINSCOTS TO BE PAINTED P-1, SEMI-GLOSS FINISH PAINT EXISTING CABINET TO REMAIN P-1. 7 DEMOLISH EXISTING FLOORING. CLEAN, POLISH AND SEAL NEWLY EXPOSED (E) CONCRETE FLOORING 8 PAINT EXPOSED DUCTWORK TO MATCH P-2 M Refrigerator P 1 C 1 C 2 C 3 P 1 P 1 P 1 P 2 P 2 P 2 PL 1 AS 1 T 1 B 2 P 1 P 1 P 1 PL 1 AS 1 V 1 B 1 V 2 B 1 V 2 B 1 V 2 B 1 V 2 B 1 P 1 P 1 P 1 P 1 ML 1 AS 1 PL 2 E 1 B 1 P 1 E 1 B 1 P 1 PL 1 AS 1 E 1 B 1 P 1 P 1 P 1 P 1 P 1 V 2 B 1 T 1 B 2 P 1 T 2 T 2 1 2 B 1 C 1 C 2 C 3 B 1 C 1 C 2 C 3 B 1 C 1 C 2 C 3 B 1 T 1 B 2 T 1 B 2 P 1 P 1 V 2 B 1 V 2 B 1 V 2 B 1 3 3 4 5 5 6 7 7 C 1 C 2 C 3 B 1 C 1 C 2 C 3 B 1 P 2 8 OPEN 131 MEDIA CENTER 130 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 STAFF RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CORRIDOR 106 CHILDREN'S STACKS 124 FAMILY RR 126 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 PATIO 135 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A50.1 INTERIOR FINISH SCHEDULE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 INTERIOR FINISH LEGEND FINISH SCHEDULE # NAME FLOOR BASE WALL CEILING COMMENTSFINISH FINISH 101 LOBBY L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 102 CORRIDOR L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 104 INNOVATION CENTER POLISHED CONCRETE RUBBER BASE PAINTED GYP. BOARD EXP. PAINTED 105 STORAGE/SUPPLIES CARPET RUBBER BASE PAINTED GYP. BOARD 2X4 ACT 106 CORRIDOR L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 107 CIRCULATION WORKROOM CARPET RUBBER BASE PAINTED GYP. BOARD 2X4 ACT 110 COMMUNITY ROOM CARPET RUBBER BASE PAINTED GYP. BOARD 2X4 ACT 111 ELEC. RM CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 112 VEST. L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 113 CUSTODIAL L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 114 VEST. L.V.T. RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 115 WOMEN'S CERAMIC TILE CERAMIC BASE CERAMIC TILE PAINTED GYP. BOARD 116 MEN'S CERAMIC TILE CERAMIC BASE CERAMIC TILE PAINTED GYP. BOARD 117 STORAGE CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 118 STORAGE CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 119 IDF CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 121 STAFF LOUNGE L.V.T. RUBBER BASE PAINTED GYP. BOARD 2X4 ACT 122 STAFF WORKROOM CARPET RUBBER BASE PAINTED GYP. BOARD 2X4 ACT 123 STAFF RESTROOM CERAMIC TILE CERAMIC BASE CERAMIC TILE PAINTED GYP. BOARD 124 CHILDREN'S STACKS CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 126 FAMILY RR CERAMIC TILE RUBBER BASE CERAMIC TILE PAINTED GYP. BOARD 130 MEETING ROOM CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 131 OPEN CARPET RUBBER BASE PAINTED GYP. BOARD E.T.R. 132 OPEN CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 133 OPEN CARPET RUBBER BASE PAINTED GYP. BOARD E.T.R. 134 OPEN CARPET RUBBER BASE PAINTED GYP. BOARD PAINTED GYP. BOARD 135 PATIO E.T.R. E.T.R. 136 MECHANICAL E.T.R. E.T.R. E.T.R. E.T.R. CEILING EXPOSED TO STRUCTURE ABOVE 137 LIBRARIAN CARPET RUBBER BASE PAINTED GYP. BOARD 2X4 ACT NOTE: 1. ALL AREAS AFFECTED BY NEW CONSTRUCTION SHALL BE PATCHED AND REPAIRED TO MATCH EXISTING SURFACES FOR TEXTURE AND FINISH 2. ALL EXISTING AND NEW RESTROOOM DOORS FOR RESTROOOMS SHALL BE PROVIDED WITH NEW SIGNAGE PER DETAILS ON SHEET GEN-5 1/8" = 1'-0"1FIN. FLOOR LEVEL -PROPOSED PLAN NOTE:UNLESS NOTED OTHERWISE, INTERIORS SHALL BE PAINTED UNDER GENERAL AREA PAINT COLOR P-1. REFER TO FINISH SCHEDULE AND SPECS FOR ADDITIONAL INFORMATION.\ ALL EXPOSED WOOD COLUMNS AND BEAMS ARE EXISTING TO REMAIN. THEY ARE TO BE PAINTED : DUN EDWARDS -BURMESE TAN DE5332. REFER TO SPECS FOR ADDITIONAL INFORMATION. DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 F FLUSH HE I G H T P E R S C H E D U L E WIDTH PER SCHED. PAIR WHERE OCCURS - NOTED IN SCHEDULE WITH DOUBLE TAG, I.E. 'G-G'' FG FULL GLASS HE I G H T P E R S C H E D U L E WIDTH PER SCHED. PAIR WHERE OCCURS - NOTED IN SCHEDULE WITH DOUBLE TAG, I.E. 'FG-FG'' TEMPERED GLASS @ R A T E D D O O R S 54 " M A X . 1' - 0 " 2' - 0"6" L LOUVER HE I G H T P E R S C H E D U L E WIDTH PER SCHED. PAIR WHERE OCCURS - NOTED IN SCHEDULE WITH DOUBLE TAG, I.E. 'L-L' 1' - 0 " DOOR LOUVER LOCATION G HALF GLASS WIDTH PER SCHED. HE I G H T P E R S C H E D U L E PAIR WHERE OCCURS - NOTED IN SCHEDULE WITH DOUBLE TAG, I.E. 'G-G'' 6" 3' - 0 " 2' - 0"6" 43 " M A X WIDTH PER SCHED. HE I G H T P E R S C H E D U L E N NARROW LITE PAIR WHERE OCCURS - NOTED IN SCHEDULE WITH DOUBLE TAG, I.E.'N-N' GS SLIDING GLASS HE I G H T P E R S C H E D U L E WIDTH PER SCHED. 10 " FR O M F I N . S U R F A C E 34 " T O 4 4 " M A X . INSTALL 16 GAUGE GALVANIZED 10" KICK PLATE ON PUSH SIDE OF GATE PROVIDE GALV. STEEL MESH OVER FENCE PANEL. AND ON GATE TO 12" (3-PICKET BAYS) OF EA. SIDE OF GATE ADJUSTABLE WIDTH PANIC BAR W/ MORTISE LOCK & STRIKE PLATE (PUSH SIDE) AND LEVER HANDLE ON OUTSIDE (PULL SIDE)W/ 3/16" STEEL PANEL 3'-6" DEEP X 1'-3" DIA. CONCRETE GATE POST FOOTING 4" SQ. X 12 GA. FENCE POSTS TYP.EA. SIDE OF GATE, AT CORNER, INTERMEDIATE AND END POSTS. DO NOT ATTACH FENCE TO BUILDING 1" SQ. X 14 GA. STEEL PICKETS TYP. FT G . D E P T H 5' - 0 " M I N . NOTE: FENCE AND GATE TO MATCH EXISTING WROUGHT IRON - PAINTED BLACK SEE SPECIFICATION 32 31 20 1 3/4" 'FORERUNNER' RAIL 1" SQ. 14 GA. PICKET 4" SQ. X 12 GA. FENCE POSTS AT CORNER AND GATE POSTS 2% MAX. SLOPE AWAY FROM POST FOR POSITIVE DRAINAGE SECTION AELEVATION CONC. FOOTING, TYP. AS NOTED IN ELEVATION 2" A EXISTING PRECAST CONCRETE WALL DIAMETER 1' - 3" 6" 1/4" THICK CAP PLATE (TYP.) 1' - 0 " 4' - 0" 2" B 10 " 4' - 0 " 4' - 0" 1' - 0 " 1' - 0"8" SECTION B (4) FOUR 1/4" DIAM. HILTI KB-TZ2 (SS) W/ 3" EMBEDED (ICC ESR 4266) (E) CONCRETE FOOTING 4"X4"X1/4" POST, OFFSET FROM CENTER 1 1/2" 1 1 / 2 " (E) PRECAST CONCRETE WALL 2"(E) CONCRETE FOOTINGCL CL 12"X12"X1/4" WELDED POST BASE PLATE 1/4" EM B E D 3" (4) FOUR 1/4" DIAM. HILTI KB-TZ2 (SS) W/ 3" EMBEDED (ICC ESR 4266) 7' - 0 " DOOR WIDTH PER SCHEDULE DOUBLE DOORS WHERE APPLICABLE 4X4X1/4 DROP POST AT DOUBLE DOORS PER 13/A01.4 ELEVATION FINISH GRADE 9' - 6" O.C. NOMINAL 9' - 6" O.C. NOMINAL NOTE: ALL HDG METAL FENCE MEMBERS TO BE BLACK FACTORY FINISH. CONTRACTOR TO PROVIDE SHOP DRAWINGS PRIOR TO CONSTRUCTION 2'-0" DIAM. X 5'-0" CONCRETE FOOTING, TYP. AT CORTEN PANEL FENCE 4"x4"x1/4" STEEL POST PARASOLEIL DESIGNS PBI BRACKET, STANDARD FINISH GRAFTONE. INSTALL PER MANUFACTER'S SPECIFICATIONS CORTEN SHEET METAL PANEL 4" 8' - 4 " 3" 2 1/2" FT G . D E P T H 5' - 0 " M I N . DIAM. 2'-0". 7' - 1 1 " . 11' - 9 1/4". 8' - 0 " (N) ACT CEILING 1/2" PLYWOOD BACKING FULL HEIGHT OR AT 8' - 4" STORAGE/SUPPLIES 105 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A52.1 DOOR & WINDOW SCHEDULE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DOOR SCHEDULE NUMBER WIDTH HEIGHT DOOR FRAME DETAILS FIRE RATIN G PANIC HARD WARE HARDWARE GROUP REMARKSTYPE MATERIAL FINISH MATE RIAL FINISH HEAD DETAIL JAMB 1 THRESHOL D E55 3' - 0" 7' - 10" L E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 019 E56 6' - 0" 7' - 10" F-F E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 003 E57 3' - 0" 7' - 10" F E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 006 E62 3' - 0" 7' - 10" L E.T.R.. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 018 E63 3' - 0" 7' - 10" F E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 020 E83 3' - 0" 7' - 10" F E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 017 E84 6' - 0" 7' - 10" F-F E.T.R. PAINTED PER SPEC E.T.R. PAINTED PER SPEC E.T.R. E.T.R. E.T.R. E.T.R. 004 E86 6' - 0" 7' - 0" G2 S.T. PAINTED PER SPEC H.M. PAINTED PER SPEC - 15/A01.4 E87 6' - 0" 7' - 9 3/4" G-S N66 3' - 0" 7' - 0" L S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 013 N76 3' - 0" 7' - 10" FG S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 012 N79 6' - 0" 7' - 10" N-N S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 005 N87 3' - 4" 7' - 10" L S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 7/A52.2 015.2 N90 3' - 0" 7' - 10" F S.C PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 015 N91 3' - 0" 7' - 10" F S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 015 N92 6' - 0" 7' - 10" FG-FG ALUM PAINTED PER SPEC ALUM FACTORY FINISH 11/A52.2 12/A52.2 2/A52.2 YES 001 N94 3' - 0" 7' - 10" G S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 010 N95 3' - 0" 7' - 10" G S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 014 N96 3' - 0" 7' - 10" N S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 008 N97 3' - 0" 7' - 10" N S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 011 N98 3' - 0" 7' - 10" F S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A52.2 12/A52.2 2/A52.2 016 N101 3' - 0" 7' - 10" G-PP ALUM PAINTED PER SPEC ALUM FACTORY FINISH 11/A52.2 10/A52.2 2/A52.2 YES 009 N102 3' - 0" 7' - 10" G-PP ALUM PAINTED PER SPEC ALUM FACTORY FINISH 11/A52.2 10/A52.2 2/A52.2 YES 009 N105 3' - 0" 7' - 10" N S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A101.6 1/A101.6 2/A52.2 008 N106 3' - 0" 7' - 10" F S.C. PAINTED PER SPEC H.M. PAINTED PER SPEC 1/A101.6 1/A101.6 2/A52.2 008 DOOR LEGEND AL - ALUMINUM AC - ANODIZED CLEAR BZ - ANODIZED BRONZE CC - CONCEALED CLOSER CLR - CLEAR E.T.R. - EXISTING TO REMAIN FC - FLOOR CLOSER FF - FACTORY FINISH FLFD - FUSIBLE LINK FIRE DAMPER FP - FIELD PAINT FPFP - FACTORY PRIMED, FIELD PAINTED FRA - FIRE RATED ASSEMBLY F - FLUSH DOOR FS - FIELD STAINED GA - GALVANIZED GL - GLASS OR GLAZING GS - GALVANIZED STEEL HM - HOLLOW METAL KY - FLUOROPOLYMER FINISH (SEE SPECS) LVR - LOUVER MF - MILL FINISH MR - MIRRORED GLASS MAG - MAGNETIC HOLD OPEN P - PAINTED (FOR EXISTING FRAMES - PAINT SHALL INCLUDE PREP AND REPAIR OF EXISTING FRAME, TYPICAL)A\ PG - PAINT GRADE PH - PANIC HARDWARE PR - PAIR SCW - SOLID CORE WOOD SG - STAIN GRAIN SMC - SURFACE MOUNTED CLOSER ST - STEEL SS - STAINLESS STEEL TEMP - TEMPERED 1. LETTER "P" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A PAIR OF DOORS. SCHEDULED DIMENSION IS TOTAL FRAME OPENING. BOTH DOOR LEAVES ARE THE SAME SIZE UNLESS OTHERWISE NOTED. 2. LETTER "X" FOLLOWING DOOR TYPE LETTER IN SCHEDULE INDICATES A FIXED PANEL ABOVE DOOR LEAF. DOOR LEAF IS TO BE 7'-0" HIGH. SCHEDULED DIMENSION IS HEIGHT OF ACTIVE DOOR LEAF PLUS FIXED PANEL. FIXED PANEL SHALL BE OF SAME MATERIAL, CONSTRUCTION, THICKNESS, AS FINISH AS ACTIVE DOOR AND PROVIDED BY THE SAME MANUFACTURER AS DOOR. 3. LOUVERS IN FIRE-RATED DOOR ASSEMBLIES TO BE FLFD (FUSIBLE LINK FIRE DAMPER), LOUVERS IN EXTERIOR DOORS TO BE VANDAL-PROOF SECURITY TYPE. 4. GLAZING, ALL GLAZING PANELS IN FIRE-RATED DOOR ASSEMBLIES TO BE RATED GLASS. ALL OTHER GLAZING PANELS IN DOORS TO BE TEMPERED GLASS UNLESS OTHERWISE NOTED. 5. ALL DOORS NOTED AS 1-HOUR, AND 1 1/2-HOUR FIRE-RATED ASSEMBLIES SHALL MEET THE ADDITIONAL REQUIREMENTS OF MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT AFTER 30 MINUTES OF THE FIRE TEST. (CBC SEC. 1005.3.3.5 AND 1005.3.4.4). 6. THICKNESS: ALL DOORS TO BE 1 3/4" THICK UNLESS OTHERWISE NOTED. 7. ALL EXTERIOR DOORS TO HAVE WEATHERSTRIPPING ALL SIDES PER TITLE 24, SECTION T20-1451-1542. 8. ALL WOOD DOORS TO BE SOLID-CORE TYPE. 9. EXIT DOORS SERVING 50 OR MORE OCCUPANTS SHALL OPEN IN THE DIRECTION OF EXIT. 10. EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. ANY SPECIAL LOCKING DEVICES SHALL BE OF THE APPROVED TYPE. CBC CHAPTER 33 AND UFC SECTION 12,104(B). 11. DOOR HARDWARE SHALL COMPLY WITH THE FOLLOWING PER CBC 11B-404.2.7 1. OPERABLE BY A SIMPLE EFFORT, NOT GRASPING WRIST MOVEMENT (LEVERS, PANIC DEVICES, OR PULLS). 2. 5-LB CLOSURE PRESSURE AT INTERIOR DOORS. 3. 5-LB CLOSURE PRESSURE AT EXTERIOR DOORS. 4. 5-LB CLOSURE PRESSURE AT FIRE DOORS. 5. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS. 12. ALL DOORS INDICATED AS FIRE-RATED ASSEMBLIES TO HAVE CLOSURES AND SMOKE SEALS. 13. ON DOORS IN ALUMINUM FRAMES, PROVIDE ARMORED STRIKE ON JAMB OF ALUMINUM FRAME. 14. EXIT DOORS SHALL HAVE A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING, "THIS DOOR TO REMAINED UNLOCKED DURING BUSINESS HOURS." THE SIGN SHALL HAVE 1" HIGH LETTERS ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE OF A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. 15. DOORS SHALL BE A MINUMUM OF 36" WIDE X 80" HIGH WITH NO SINGLE LEAF EXCEEDING 4'-0" IN WIDTH. 16. BOTTOM 10" OF DOOR TO HAVE SMOOTH UNINTERUPTED SURFACE FOR OPENING BY WHEELCHAIR FOOT REST. 17. CENTER OF HARDWARE TO BE 34" TO 44" ABOVE FLOOR. LATCHING AND LOCKING DOOR TO BE OPERABLE WITH A SINGLE EFFORT BY LEVER OR PUSH-PULL TYPE HARDWARE. 18. PROVIDE DOOR SYMBOLS ON DOORWAYS LEADING TO SANITARY FACILITIES (SEE TOILET ROOM DOOR SIGNAGE). CENTER SYMBOLS ON DOORS AT 60" HEIGHT, AND FINISH IN COLOR CONTRASTING TO THAT OF THE DOOR. 19. THRESHOLDS SHALL BE 1/2" HIGH MAXIMUM WITH A 2:1 DEGREE BEVELED EDGE. 20. THRESHOLD HEIGHT BETWEEN 1/4" AND 1/2" SHALL BE BEVELED AT MAZIMUM 50% SLOPE. 21. ALL EXTERIOR DOOR SHALL HAVE PERIMETER DOOR SOUND SEAL/GASKET. 22. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT HARDWARE. BUILDING CODE 1008.1.10 FIRE CODE 1008.1.10 DOOR GENERAL NOTES DOOR NOTES LEGEND DOOR COMMENTS LEGEND WINDOW SCHEDULE Type Mark TYPE WIDTH HEIGHT FRAME GLAZING DETAILS MATERIAL FINISH HEAD DETAIL JAMB SILL HEIGHT B FIXED 2' - 0" 4' - 0" AL AC SAFETY GLAZING 14/A52.2 15/A52.2 3' - 0" E FIXED 7' - 0" 4' - 6" AL AC SAFETY GLAZING 14/A52.2 15/A52.2 3' - 6" 1/2" = 1'-0"2FENCE AND GATES GATE SCHEDULE NUMBER WIDTH HEIGHT Type Mark GATE FRAME HEAD DETAIL JAMB 1 HARDWARE FIRE RATING REMARKSMATERIAL FINISH MATERIAL FINISH PH N99 4' - 0" 7' - 0" G1 S.T. PAINTED PER SPEC H.M. PAINTED PER SPEC 15/A01.4 15/A01.4 YES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 1/2" = 1'-0"3CORTEN PANEL FENCE DETAIL1/2" = 1'-0"4ENTRY AT INNOVATION CENTER -F2 4 4 N50 3' -0" 6' - 0" 7' - 0" G-S GL TEMP ALUM CLEAR INODIZED FINISH GL TEMP ALUM CLEAR INODIZED FINISH 4/A52.25/A52.26/A52.2 4/A52.25/A52.26/A52.2 4 4 N110 6' - 0" 7' - 0" G2 S.T. PAINTED PER SPEC H.M.YES15/A01.415/A01.4PAINTED PER SPEC 4 1/2" = 1'-0"5PLYWOOD BACKING 4 E ALUMINIUM THRESHOLD REFER TO HARDWARE SCHEDULE C FLOORING PER FINISH SCHEDULE 1/ 4 " SET IN MASTIC AT EXTERIOR ALUMINIUM THRESHOLD REFER TO HARDWARE SCHEDULE A EXTERIOR FLOOR FINISH, 1/ 4 " ALUMINIUM THRESHOLD REFER TO HARDWARE SCHEDULE B EXTERIOR FLOOR FINISH, WHERE OCCURS 1/ 4 " CARPET (WHERE OCCURS SEE SCHEDULE) VCT WHERE OCCURS PER FINISH SCHEDULE CERAMIC TILE FINISH FLOOR RE C E S S E D S L A B F VCT / CONC WHERE OCCURS PER FINISH SCHEDULE ROPPE TILE CARPET REDUCER, SLOPE 2:1 MAX. CARPET WHERE OCCURS SCHLUTER-SCHIENE AE-100 OR AS REQUIRED TO ACCOMODATE TILE THICKNESS D RESILIENT FLOORING PER FINISH SCHEDULE ROPPE REDUCER STRIP AS REQUIRED TO ACCOMODATE FLOORING THICKNESS CONCRETE / VCT SET IN MASTIC AT EXTERIOR 1/ 4 " VCT WHERE OCCURS PER FINISH SCHEDULE ROPPE TRANSITION STRIP VCT/CONC WHERE OCCURS G 3" EXTERIOR FLOOR FINISH, WHERE OCCURS SET IN MASTIC AT EXTERIOR TRANSTION STRIP, SLOPE 2:1 MAX. 3/ 8 " 3/ 8 " FINISH FLOOR FINISH FLOOR 1/ 2 " M A X 1/ 2 " M A X 1/ 4 " BEVELED 2:1 MAX., TYP. BEVELED 2:1 MAX., TYP.1/ 4 " 1/ 2 " M A X . 1/ 4 " 1/ 2 " M A X . 1/ 4 " M A X . 3/ 8 " BEVELED 2:1 MAX., TYP. BEVELED 2:1 MAX., TYP. BEVELED AT 1 2 ALUMINIUM THRESHOLD REFER TO HARDWARE SCHEDULE H CARPET (WHERE OCCURS SEE SCHEDULE) 1/ 4 " CARPET (WHERE OCCURS SEE SCHEDULE) BEVELED 2:1 MAX., TYP.1/ 4 " 1/ 2 " M A X . GLASS PER ELEVATION ALUMINUM STILE ALUMINUM THRESHOLD STOREFRONT VERTICAL MULLION BEYOND FLOORING BY DISTRICT 1/ 2 " 1/ 4 " M A X . BEVELED 2:1, TYP. (N) INTERIOR CONCRETE SLAB (N) EXTERIOR CONCRETE SLAB (4" W/ #4 BAR @ 16" O.C.) PROVIDE #4 DOWELS @ 32" O.C. BETWEEN NEW INTERIOR SLAB AND (N) EXTERIOR PAVEMENT 1/ 4 " M A X 1/ 4 " M A X ALUMINUM DOOR MEDIUM STILE DOOR GLASS PER ELEVATION DOOR STOP FOR CONCEALED CLOSER ALUM. STOREFRONT DOOR HEAD VERTICAL MULLION BEYOND GLASS PER ELEVATION INTERIOR EXTERIOR ALUMINUM STOREFRONT VERTICAL MULLION GLASS PER ELEVATION HORIZONTAL MULLION BEYOND DOOR STOP & SEAL BY STOREFRONT MANUFACTURER GLASS PER ELEVATION 1"ALUMINUM DOOR W/ MEDIUM STILE INTERIOR EXTERIOR TYPICAL HOLLOW METAL FRAME SNAP IN JAMB BRACKET PRE-DRILLED SCREW HOLES FOR (3) EACH SIDE #12 S.M.S. INTO SIDE OF JAMB STUDS PRE DRILLED HOLE FOR WALL ANCHORS NAILING FLANGE ON EXTERIOR DO O R OP E N I N G WALL PER PLAN HEAD JAMB FRAMING PER STRUCT. HOLLOW METAL FRAME, PAINT FINISH DOOR AS SCHEDULED WALL TYPE VARIES PER INTERIOR INTERIOR FINISH PER FINISH SCHEDULE TYP. INSULATION AT INT. WALLS 1 3/4" VARIES 1 3/4" 2" 1/ 2 " M I N . 5/ 8 " 1/2" TYP. BLACK GRANITE THRESHOLD H.M. DOOR PER DR. SCHEDULE CARPET, PER FIN. PLAN & SCHED. TILE FIN. FLOOR, PER FIN. PLAN & SCHED. COOR.RESTRM. 1/ 2 " 1/2" 1/ 4 " 1/ 4 " 4" DEPRESSED SLAB PER SLAB PLAN 1 1 / 2 " 1/ 4 " 2% SLOPE PRESS TO OPERATE DOOR 4" MIN. F.F. 44 " M A X . 30 " M I N . 8" M A X . 7" M I N . 4" MIN.4" MIN. 4" MIN. 4" M I N . 4" M I N . PRESS TO OPERATE DOOR PUSH PLATES SHALL DISPLAY THE INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) COMPLYING WITH CBC 11B-703.7. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON BLUE BACKGROUND PER CBC 11B-703.7.2.1. BACKGROUND COLOR -BLUE COLOR SHALL BE 15090 PER FED. STD. 595C SEE PLAN FOR LOCATION PER CBC 11B-404.2.9 DOOR PER SCHED.HOLLOW METAL FRAME, BEYOND TOP OF SLAB 2% MAX. SLOPE 1/ 4 " M A X . 2 1 MAX 4" MA X . I/ 2 " VE R T . SHT. MTL. PAN FLASH. SET IN SEALANT - TURN LEG PARALLEL TO FACE OF SLAB - SEE DTL. 6 / - BACKER ROD & SEALANT O/ EXPANSION JOINT ALUM. DR. SHOE W/ DRIP WEATHERSTRIP ALUM. DR. THRESHOLD COMPLIANT W/ CURRENT ACCESSIBILITY STDS. - ALIGN W/ INSIDE FACE OF DR. FRAME END DAM THRESHOLD @ DOORWAYS, SHALL BE 1/2-IN. HIGH MAX., PER SEC. 11B-404.2.5 JOINT SEALANT O/ PRE-MOLDED E.J. FILLER, PER LAND. DWGS. CONC. PAVING, PER, LANDSCAPE DWGS. 1/2" NEOPRENE REINFORCEMENT LAP 2-IN. MIN. O/ VERT. PAN FLASH. LEG FIN. FLR'G., PER FIN. PLAN & SCHED. R-19 BATT INSULATION AT EXTERIOR WALLS PER T-24 EXT. CEMENT PLASTER & LATH O/ WEATHER BARRIER CASING BEAD (DEPTH OF PLASTER), PAINT TO MATCH DOOR FRAME CONTINUE WEATHER BARRIER O/SELF-ADHERED FLASHING HOLLOW METAL FRAME, SEE DETAIL 5/- FOR ANCHORAGE WEATHER SEAL DOOR PER SCHED. CONT. SEALANT & BACKER ROD 1/2" MIN.5/8" 2"DOOR OPENING 1/ 2 " T Y P . 1 9 / 1 6 " V A R I E S 1 1 5 / 1 6 " SHIM AS REQUIRED SEFL-ADHERED FLASHING 8-IN. WIDE, LAP DN. AND O/ CASING BEAD 3/8" FRAMING PER STRUCT. DWGS. PLYWOOD SHT'G. WHERE OCCURS PER STRUCT. DWGS. DO O R OP E N I N G 1 9/16" VARIES 1 15/16" 2" 5/ 8 " 1/2" TYP. R-19 BATT INSUL. AT EXT. WALLS PER T-24 EXTERIOR CEMENT PLASTER & LATH O/WEATHER BARRIER CASING BEAD (DEPTH OF PLASTER), PAINT TO MATCH DOOR FRAME CONTINUE WEATHER BARRIER O/ SELF-ADHERED FLASHING O/VERTICAL LEG OF DRIP EDGE H.M. FRAME - SEE DTL. 5 / - FOR ANCHORAGE WEATHER SEAL DOOR PER SCHEDULE DRIP EDGE SHIM AS REQUIRED STUD FRAME HEADER PER STRUCT. DWGS. PLYWOOD SHT'G. WHERE OCCURS PER STRUCT. DWGS. DO O R OP E N I N G 1/2" TYP. 1/ 2 " M I N . 5/ 8 " 2" 1 9/16"VARIES 1 15/16" WALL TYPE PER PLAN JAMB/HEAD FRAMING PER STRUCT. DWGS. HOLLOW METAL FRAME; SEE DTL. 5/- FOR ANCHORAGE ACOUSTICAL SEAL AS REQ'D. - REFER TO DR. SCHED. DOOR PER SCHEDULE WALL TYPE VARIES PER SNAP IN STEEL ANCHOR AT JAMB FRAME AND TRIM BEYOND DOOR PER SCHEDULE ALUMINUM DOOR DRIP WITH WEATHERSTRIP ALUMINUM DOOR THRESHOLD FASTENED WITH EXPANDING METAL ANCHORS, SET IN TWO CONTINUOUS BEDS OF NEOGARD URETHANE SEALANT ALUMINUM SILL COVER 24 GA. STAINLESS STEEL SILL PAN, FULLY SOLDERED WATERTIGHT AND SET IN FULL BED OF SEALANT SLAB ON GRADE PER CIVIL AND LANDSCAPE DRAWINGS. (FLUSH WITH F.F. AT ENTRY DOORS) BACKER ROD, SEALANT AND 1/2" THICK FOAM EXPANSION BOARD WATERPROOFING MEMBRANE PER SPECS - CONTINUE WATERPROOFING UNDER SILL PAN INTO SILL FINISH FLOOR DRAIN MAT 4 A61.1 NOTE: SUBMIT SHOP DRAWINGS AND VERIFY INSTALLATION W/ MFG REQ'S. TO ENSURE FULL WARRANTY 3/4" AIR AND MOISTURE BARRIER PROTECTION PER WALL ASSEMBLY TO LAP OVER FLASHING. #10 @ 12" O.C. DRIP EDGE FLASHING BACKER ROD AND SEALANT BACKER ROD AND SEALANT W/ WEEPS AIR AND MOISTURE BARRIER ROUGH OPENING PROTECTION TO EXTEND FULL DEPTH OF OPENING WINDOW PER SCHEDULE FINISH PER SCHEDULE CONT. SEALANT FILLET AIR AND MOISTURE BARRIER ROUGH OPENING PROTECTION TO EXTEND FULL DEPTH OF OPENING OVER BLOCKING AIR AND MOISTURE BARRIER PROTECTION PER WALL ASSEMBLY SEE DET. 4 A61.1 "J" MOLD GA. SHEET METAL FLASHING WINDOW PER SCHEDULE 3/4" BACKER ROD AND SEALANT CONT. SEALANT FILLET FINISH PER SCHEDULE NOTE: SUBMIT SHOP DRAWINGS AND VERIFY INSTALLATION W/ MFG REQ'S. TO ENSURE FULL WARRANTY #10 @ 12" O.C. AIR AND MOISTURE BARRIER ROUGH OPENING PROTECTION TO EXTEND FULL DEPTH OF OPENING OVER BLOCKING AIR AND MOISTURE BARRIER PROTECTION PER WALL ASSEMBLY SEE DET. 4 A61.1 "J" MOLD GA. SHEET METAL FLASHING WINDOW PER SCHEDULE 3/4" BACKER ROD AND SEALANT CONT. SEALANT FILLET SHIM AS REQ. FINISH PER SCHEDULE NOTE: SUBMIT SHOP DRAWINGS AND VERIFY INSTALLATION W/ MFG REQ'S. TO ENSURE FULL WARRANTY (2) #10 @ 12" O.C. 4" 4" 1 1/2" 1/4" VARIES W/ DOOR SIZE NOTCH DR. FRAME AT VERT. FLASH. LIP - PROVIDE SEALANT AT NOTCH 24 GA. G.I. PAN INSTALLED PRIOR TO DR. INSTALLATION - SET IN FULL BED OF MASTIC SOLDER ALL SEAMS - TYP. EXTERIOR FINISH, PER LANDSCAPE EXPOSED CONC. FLR'G., PER FIN. SCHED. VCT PLANK FLR'G., PER FIN. SCHED. DOOR, PER DR. SCHED. 'ROPPE' "#168" - BINDER- BAR EDGING FOR RESILENT FLR'G - ADA COMPLIANT OR EQ. 3" = 1'-0"2THRESHOLD DETAILS THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A52.2 DOOR & WINDOW DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 3" = 1'-0"4STOREFRONT DOOR THRESHOLD 3" = 1'-0"6STOREFRONT DOOR HEAD 3" = 1'-0"5STOREFRONT DOOR JAMB 1 1/2" = 1'-0"3H.M. DOOR FRAME JAMB ANCHORS 3" = 1'-0"1H.M. HEAD FRAME AT INTERIOR6" = 1'-0"7TILE TO CARPET TRANS. @ RESTROOMS 1 1/2" = 1'-0"8PUSH BUTTON DOOR OPERATOR 3" = 1'-0"9H.M. DOOR THRESHOLD @ CONC. SLAB 3" = 1'-0"10HOLLOW METAL JAMB @ EXT. PLASTER 3" = 1'-0"11HOLLOW METAL HEAD @ EXT. PLASTER 3" = 1'-0"12H.M. FRAME HEAD & JAMB @ INT. 3" = 1'-0"13DOOR THRESHOLD AT SLAB ON GRADE 3" = 1'-0"14WINDOW HEAD 3" = 1'-0"15WINDOW JAMB 3" = 1'-0"16WINDOW SILL 3" = 1'-0"17EXTERIOR DOOR THRESHOLD FLASHING 12" = 1'-0"18VCT TO CONCRETE TRANSITION OMIT OMIT DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 OMIT STUD SIZE 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 1 LAYER 5/8" GYPSUM BOARD 5/8" TILE BACKERBOARD, SEE SPECS LATEX PORTLAND CEMENT MORTAR BOND COAT CERAMIC WALL TILE THICKNESS OVERALL WALL TYPE "B" ONLY: CERAMIC WALL TILE O/ LATEX PORTLAND CEMENT MORTAR BOND COAT O/ TILE BACKERBOARD BOTH SIDES STUD SIZE 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM BOARD TILE BACKERBOARD, SEE SPECS LATEX PORTLAND CEMENT MORTAR BOND COAT CERAMIC WALL TILE 6 1/8"STUD SIZE THICKNESS OVERALL BLK'G @ 48" O.C. VERTICALLY TYPE "B": BACKERBOARD & TILE BOTH SIDES STUD SIZE THICKNESS OVERALL 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 5/8" TYPE X GYPSUM BOARD, 1 LAYER EA. SIDE (IMPACT RESISTANT WHERE IDENTIFIED ON FINISH SCHEDULE) INTERIOR FINISH PER FINISH SCHEDULE PARTITION WALL MEETS MIN. STC 45 RATING FOR ACOUSTICAL SEPARATION BETWEEN CLASSROOM SPACES PER CHPS CREDIT EQ14.0 2.1F-PH NUMBER INDICATES WALL TYPE SEE SCHEDULE ABOVE ("W" INDICATES WOOD STUDS, "M" INDICATES METAL STUDS) "F" INDICATES FINISH SIDE ONLY. "PH" INDICATES PARTIAL HEIGHT WALL (ALL WALLS FULL HEIGHT UNLESS NOTED AS "PH") EXISTING 5/8" TYPE "X" GYPSUM BOARD AT INTERIOR SIDE EXTERIOR SIDE - ELEVATION 1/A21.3 3/16" ALUMINUM PANEL, WITH CORTEN FINISH. STUD SIZE OVERALL THICKNESS EXISTING CAST CONCRETE WALL 7 1/2"3/4"4" INTERIOR SIDE - ELEVATION 11/A31.4 2x4 SMS @ 16" O.C. PANEL BRACKET SMS ANCHOR, PER MANUFACTURER. PROVIDED BY G.C.. 2"X 2-1/2"X1-1/2" PANEL BRACKET, PROVIDED BY G.C. 1/4" DIAM. PANEL BRACKET FASTNER, PER MANUFACTURER. PROVIDED BY G.C. STUD SIZE THICKNESS OVERALL 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 5/8" TYPE X EXTERIOR RATED GYPSUM BOARD, 1 LAYER EA. SIDE (IMPACT RESISTANT WHERE IDENTIFIED ON FINISH SCHEDULE) INTERIOR FINISH PER FINISH SCHEDULE PARTITION WALL MEETS MIN. STC 45 RATING FOR ACOUSTICAL SEPARATION BETWEEN CLASSROOM SPACES PER CHPS CREDIT EQ14.0 5/8" GYPSUM BOARD - USE WATER RESISTANT GYPSUM BOARD AT WET AREAS GLASS FIBER INSULATION LOCATION PER PLAN INTERIOR FINISH PER SCHEDULE INTERIOR SIDE 2X WOOD STUDS @ 16" O.C. SIMPSON STRONG TIE A23 ANGLE CLIP: 2" X 1-1/2" X 1-3/8", 48" O.C. VERTICALLY AT EACH STUD. #9 SD SCREW @ WOOD STUD (TYP. OF 2) HILTI 0.157" DIAM. X-U SHOT PIN WITH 2" EMBED MINIMUM @ EXISTING PRECAST CONCRETE WALL (TYP. OF 2) STUD SIZE 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM BOARD TILE BACKERBOARD, SEE SPECS LATEX PORTLAND CEMENT MORTAR BOND COAT CERAMIC WALL TILE 2"STUD SIZE THICKNESS OVERALL BLK'G @ 48" O.C. VERTICALLY TYPE "B": BACKERBOARD & TILE BOTH SIDES STUD SIZE 2X WOOD STUDS PER PLAN @ 16" O.C. 3-1/2" BATT INSULATION 1 LAYER 5/8" TYPE X GYPSUM BOARD TILE BACKERBOARD, SEE SPECS LATEX PORTLAND CEMENT MORTAR BOND COAT CERAMIC WALL TILE THICKNESS OVERALL BLK'G @ 48" O.C. VERTICALLY TYPE "B": BACKERBOARD & TILE BOTH SIDES INTERIOR / EXTERIOR EXISTING TYP. PRECAST CONCRETE WALL 3/8" DIAM. HILTI KH-EZ W/ 2-1/2" EMBED (ICC ESR 3027). 7 1/2"3/16".2" 3/16" ALUMINUM PANEL, WITH CORTEN FINISH. 2"X 2-1/2"X1-1/2" PANEL BRACKET, PROVIDED BY G.C. 1/4" DIAM. PANEL BRACKET FASTNER, PER MANUFACTURER. PROVIDED BY G.C.1 1 / 2 " EMBED 2 1/2" 3/8" DIAM. HILTI KH-EZ W/ 2-1/2" EMBED (ICC ESR 3027). @ 32" O.C. DRYWALL SCREW. FILL HOLE 1X4 WOOD FURRING AT 16" O.C. MODULAR ARTS - ACOUSTICAL WALL PANEL NOTE: PANEL SPACING IS CREATED BY THE TWO SMALL, 1/16” CYLINDRICAL PROTRUSIONS ON EACH EDGE, NEAR THE CORNERS. SPACERS MAY BE REMOVED ONLY IF ADJUSTMENT SPACE IS NEEDED. REFER TO MODULAR ARTS FOR ADDITIONAL INFORMATION 3/8" DIAM. HILTI KH-EZ W/ 2-1/2" EMBED (ICC ESR 3027). @ 32" O.C. DRYWALL SCREW. FILL HOLE 1X4 WOOD FURRING AT 16" O.C. MODULAR ARTS - ACOUSTICAL WALL PANEL L SHAPED ANODIZED ALUMINUM CHANNEL. SCREWED TO FURRING. WOOD TRIM EDGE PIECE (E) WALL. APPLY FINISH PER SCHEDULE CONT. SEALANT FILLET HEADER PER PLANS CORNER BEAD ALUM. STOREFRONT HEAD INTERIOREXTERIOR ROLLER SHADE HOUSING W/ BLACKOUTS, ATTACH TO WALL PER MANUF. INSTRUC'S. 6 1/2" (E) GLU-LAM ROLLER SHADE HOUSING W/ BLACKOUTS, ATTACH TO WALL PER MANUF. INSTRUC'S. INTERIOREXTERIOR CONT. SEALANT FILLET ALUM. STOREFRONT HEAD WALL TYPE PER PLAN ACOUSTICAL SEALANT @ NON-RATED WALLS @ WALL WITH STC RATING: 3/8" GAP (MAXIMUM), PACK WITH INSULATION AND SEAL WITH ACOUSTICAL SEALANT, BOTH SIDES, TOP AND BOTTOM ACOUSTICAL INSULATION REFER TO STRUCTURAL S1.2 FOR TYP. WALL BASE CONNECTION WALL TYPE PER PLAN CEILING HEIGHT WHERE OCCURS ACOUSTICAL INSULATION REFER TO S1.2 FOR TYP. TOP CONNECTION 3" = 1'-0"2TILE WALL (W6) 3" = 1'-0"4PLUMBING WALL (W7) 3" = 1'-0"3INTERIOR PARTION (W3) THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A61.1 WALL TYPES - WOOD STUD 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 W7.5 2X4 8 / - WALL TYPE SCHEDULE W3.4 2X4 16" O.C.4 3/4"3 / - 16" O.C.1' - 1 1/8" W3.6 2X6 16" O.C. 6 3/4" 3 / - W5.6 2X6 16" O.C. 7 1/4" 2 / - W5.4 2X4 16" O.C. 5 1/4"2 / - 1. PROVIDE BLOCKING AT MID-HEIGHT OF ALL WALLS, SEE STRUCTURAL DETAILS FOR MORE INFORMATION. WHERE EXTERIOR WALLS ARE SHEATED ON ONE SIDE ONLY, PROVIDE CONTINUOUS BLOCKING @ 48" O.C. VERTICALLY FOR ENTIRE WALL HEIGHT. 2. ALL WALLS SHALL BE FULL HEIGHT UNLESS NOTED OTHERWISE. 3. ALL FIRE RATED WALLS SHALL TERMINATE AT STRUCTURE ABOVE UNLESS NOTED OTHERWISE. ALL FIRE RATED WALLS SHALL COMPLY WITH CBC CHAPTER 7. 4. REFER TO SPECIFICATION DIVISIONS 22, 23 AND 26 FOR HVAC, PLUMBING, AND ELECTRICAL PENETRATION OF WALLS. 5. REFER TO FLOOR PLAN FOR LOCATION OF RATED WALLS. 6. AT TILED WALLS, STOP TILE AND BACKER BOARD AT CEILING, PROVIDE 5/8" TYPE "X" GYP. BD. FOR REMAINING HEIGHT OF WALL. 7. PROVIDE THERMAL BATT INSULATION AT ALL EXTERIOR WALLS - PROVIDE ACOUSTICAL INSULATION AT ALL INTERIOR WALLS. 8. ALL FURRING APPLIED TO FIRE RATED WALLS SHALL COMPLY WITH CBC 803.11. W7.6 2X6 4 / -16" O.C. 1' - 7 1/4"TILE BOTH SIDES WALL TYPE WALL SIZE STUD SPACING OVERALL WALL THK DETAIL COMMENTS W3 INTERIOR PARTITION WALL TYPE WALL SIZE STUD SPACING OVERALL WALL THK DETAIL COMMENTS W6 TILE WALL WALL TYPE WALL SIZE STUD SPACING OVERALL WALL THK DETAIL COMMENTS W7 PLUMBING WALL WALL TYPE SYMBOL LEGEND WALL TYPE GENERAL NOTES 3" = 1'-0"1CORTEN STEEL PANEL @ CAST IN PLACE WALL WITH FUR OUT (W1) W2.1 7-1/2" 5 / - -9 - 11/16"CORTEN STEEL PANEL WALL TYPE WALL SIZE STUD SPACING OVERALL WALL THK DETAIL COMMENTS W2 CAST IN PLACE CORTEN STEEL PANEL W1.1 2X6 1 / -16" O.C.5 - 1/4"CORTEN STEEL PANEL WALL TYPE WALL SIZE STUD SPACING OVERALL WALL THK DETAIL COMMENTS W1 PLASTER WALL CORTEN STEEL PANEL 3" = 1'-0"6EXTERIOR PARTION (W4) 3" = 1'-0"7FURRED WALL (W3.B) DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 3 ASI #03 07/02/25 3" = 1'-0"8PLUMBING WALL (W7 / W7.5) W7.8 2X6 9 / -16" O.C. 7 1/2" 3" = 1'-0"9PLUMBING WALL (W7 / W7.8) W3.4B 2X4 16" O.C. 4 1/8" 7 / - 3" = 1'-0"5CAST IN PLACE CORTEN PANEL (W2). NOTE: PANELS SHOWN FOR REFERENCE. GENERAL CONTRACTOR TO PROVIDE MANUFACTURER SPECIFICATIONS FOR PANEL SYSTEM AND ATTACHMENTS. 3" = 1'-0"10ACOUSTICAL PANELS @ CONCRETE WALL 3" = 1'-0"11SHADES AT STOREFRONT 3" = 1'-0"12TYP. BOTTOM TRACK CONNECTION 3" = 1'-0"13TYP. TOP CONNECTION STEEL OR WOOD DECK TYPE HP-XA FASTENER & PRESSURE PLATE TYPES FOR DIFFERENT ROOF DECKS STRUCTURAL CONCRETE OPTION FASTENER PLATE B A B HP-XTRA CD-10 HD 14-10 PIRANHA PIRANHA PIRANHA PIRANHA XTRA FIELD-FABRICATED PIPE FLASHING XX X X XX X X NOTES: 1. REMOVE ALL EXISTING LEAD AND FLASHING MATERIAL BEFORE INSTALLING FIELD FABRICATED PIPE FLASHING. 2. TEMPERATURE OF THE PIPE PENETRATION MUST NOT EXCEED 160°F (71°C). 3. TPO NON-REINFORCED FLASHING WRAPPED AROUND PIPE SHALL HAVE MINIMUM 1-1/2" (4cm) VERTICAL HOT AIR WELD.INSTALL A MINIMUM OF 4 SEAM FASTENING PLATES FOR PIPES WITH A DIAMETER UP TO 6" (15cm). ADDITIONAL SEAM FASTENING PLATES WILL BE REQUIRED FOR PIPES GREATER THAN 6" (15cm) IN DIAMETER AND SHALL BE SPACED 12" (30cm) ON CENTER MAXIMUM. 4. FASTENERS/PLATES ARE NOT REQUIRED ON ADHERED SYSTEMS UNLESS PIPE DIAMETER EXCEEDS 18" (50cm). 5. APPROXIMATELY 1/8" (0.5cm) DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED TPO MEMBRANE. 1/2" 1.5 A MIN. cmDIMENSIONS 1"2.5 1-1/2" 4 B TO 2" 5 C 12" 30D APPROX. MIN. CARLISLE FASTENER & SEAM FASTENING PLATE, MAX. 12" (30cm) O.C. TPO NON- REINFORCED FLASHING CUT-EDGE SEALANT ℄ 5 D C A B WATER CUT-OFF MASTIC STAINLESS STEEL CLAMPING RING BY OTHERS HOT AIR-WELD, 1-1/2" (4cm) MIN. 4 DETAIL NOT FOR USE ON 25 OR 30-YEAR WARRANTY PROJECT. PRE-FABRICATED/PRE-MOLDED ACCESSORIES MUST BE UTILIZED. ACCEPTABLE PIPE FLASHINGS SHALL CONFORM WITH TPO UNIVERSAL DETAILS U-8A, U-8C OR U-8D.CA U T I O N C CO L D P I P E REINFORCED TPO HOT AIR-WELD, 1-1/2" (4cm) MIN. U-8B STOREFRONT SYSTEM SILL. FASTEN PER FABRICATOR'S SHOP DRAWINGS. SEAL AROUND FASTENER PENETRATION 4"x4" WITH 1/4" PAN, 23 GA. STAINLESS STEEL FLASHING SET IN FULL BED SEALANT SELF ADHERED FLEXIBLE FLASHING 1/4" FINISH CAULK JOINT (TYP.) FINISH GRADE WHERE OCCURS (E) CONCRETE SLAB OR CURB 1" EXPANSION BOARD SEALANT JOINT WITH BACKER ROD FLOORING AS SCHEDULED 2" F. O . C O N C . EXTERIOR PAVING PER LANDSCAPE AND CIVIL DWGS EXISTING GLULAM BEAM WITH ROUTED DRIP 1/2" SEALANT JOINT WITH BACKER ROD STOREFRONT SYTEM HEAD. FASTEN PER FABRICATOR'S SHOP DRAWINGS 4"x1"x24 GA. G.S.M. FLASHING BEHIND FACE BEAM SOLID BLOCKING 5/8" GYPSUM WALLBOARD. FINISH AS SCHEDULED 1/4" FINISH CAULK JOINT (E) GLULAM BEAM STOREFRONT SYSTEM SILL. FASTEN PER FABRICATOR'S SHOP DRAWINGS. SEAL AROUND FASTENER PENETRATION 24 GA. G.S.M. SILL FLASHING. 4" VERT, 1/4" LIP BEHIND STOREFRONT SILL PAN.SHIM TO SLOPE 1/2" AND PRVIDE 1/4" HEMMED DRIP EDGE SELF ADHERED FLEXIBLE FLASHING AROUND OPENING EXISTING GLULAM BEAMS SOLID BLOCKING 5/8" GYPSUM WALLBOARD. FINISH AS SCHEDULED 1/4" FINISH CAULK JOINT PRECAST TILT-UP CONCRETE PANEL PER PLAN 2X4 WOOD STUD FRAMING 5/8" GYPSUM WALLBOARD. FINISH AS SCHEDULED ALUM BRAKE METAL CLOSURE. FASTEN RECIEVERS TO SUBSTRATES PER FABRICATOR'S SHOP DRAWNGS STOREFRONT SYSTEM JAMB. FASTEN PER FABRICATOR'S SHOP DRAWINGS 1/2" SEALANT JOINT WITH BACKER ROD 1/4" FINISH CAULK JOINT 1" THERMAL INSULATION PER ENERGY REPORT SADDLE FLASHING SET IN 1" BEAD OF SEALANT 12" 4" 4" 2" 12" 2" STOREFRONT FRAME 1/2" SEALANT JOINT WITH BACKER ROD (TYP.) RETURN FLASHING 2" BEHIND STOREFRONT FRAME JAMB AND HEAD FACE. MATCH ANGLE OF STOREFRONT HEAD 1/2" 1/ 2 " (E) PRECAST TILT-UP WALL PANEL ALUM. BRAKE METAL CLOSURE. FINISH TO MATCH STORE FRONT FRAME 4" WIDTH OF CONCRETE PARAPET 3-COAT EXTERIOR CEMENT PLASTER SYSTEM OVER SADDLE FLASHING. LAP MANSARD RAKE EDGE FLASHING OVER EXTERIOR FINISH PER DETAIL #8 AND #11 ABOVE (E) FLAT ROOF PER PLAN MANSARD RAKE EDGE FLASHING (E) CONCRETE PARAPET (N) ALUM. STORE FRONT SYSTEM TYPICAL FLASHING NOTES: 1. 24 GA. G.S.M. SADDLE FLASHING. 2. SOLDER ALL SEAMS. 3. PAINT EXPOSED SURFACES. (N) ROOFING MEMBRANE (E) ASPHALT SHINGLE ROOFING 4" (E) ASHPHALT COMPOSITION SHINGLES OVER (E) UNDERLAYMENT (N) 24 GA. G.S.M. RAKE EDGE FLASHING WITH 1/2" RIDGE, 4" VERT AND 6" HORIZ. - PAINTED (E) 1/2" PLYWOOD ROOF SHEATHING 1x WOOD PLASTER STOP 3-COAT EXTERIOR CEMENT PLASTER SYSTEM (E) RAKE BEAM 5/8" GYPSUM WALLBOARD. FINISH AS SCHEDULED PLASTER J-MOULD WITH 1/4" HEMMED DRIP EDGE 1/2" SEALANT JOINT WITH BACKER ROD STOREFRONT SYSTEM HEAD. FASTEN PER FABRICATOR'S SHOP DRAWINGS (E) ASHPHALT COMPOSITION SHINGLES OVER (E) UNDERLAYMENT (N) 24 GA. G.S.M. RAKE EDGE FLASHING WITH 1/2" RIDGE, 4" VERT AND 6" HORIZ. - PAINTED (E) 1/2" PLYWOOD ROOF SHEATHING 1x WOOD PLASTER STOP 3-COAT EXTERIOR CEMENT PLASTER SYSTEM (E) RAKE BEAM 2-PIECE PLASTER WEEP SCREED/SNAPLOCK FLASHING ROOF MEMBRANE. TURN UP 8" TERMINATION BAR AND FASTENING PER MENUFACTURER'S REQUIREMENTS AND RECOMMENDATIONS (E) FLAT ROOF PLYWOOD SHEATHING 3" M I N . THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A62.0 STOREFRONT DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 3" = 1'-0"1SILL AT CONC 3" = 1'-0"2JAMB AT POST 3" = 1'-0"3HEAD 3" = 1'-0"4SILL AT FRAMING 3" = 1'-0"5JAMB AT SLOT 3/4" = 1'-0"6SLOT FLASHING 3" = 1'-0"8HEAD AT RIDGE STOREFRONT SYSTEM JAMB. FASTEN PER FABRICATOR'S SHOP DRAWINGS (TYP.) (E) POST 1/2" SEALANT JOINT WITH BACKER ROD (TYP.) 3-COAT EXTERIOR PLASTER FINISH SYSTEM 1/4" FINISH CAULK JOINT (TYP.) 5/8" GYPSUM WALLBOARD. FINISH AS SCHEDULED J-MOLD (TYP.) SELF ADHERED FLEXIBLE FLASHING AROUND OPENING 3" = 1'-0"11RAKE AT ROOF1 DESCRIPTION DATE 1 ASI #01 04/09/25 1 6" = 1'-0"7ROOF VENT PENETRATION DETAIL INTERIOR EXTERIOR ALUM. STOREFRONT MULLION GLASS PER ELEVATION VERTICAL MULLION BEYOND MULLION INTERIOR EXTERIOR INTERIOR EXTERIOR TYP. INSUL. AT EXT. WALLS FINISH PER FIN. SCHED. DRIP CAP TRIM, PER MANUF. SPECS. SEALANT AND BACKER ROD ALUM. STOREFRON T HEAD GLASS PER ELEVATION VERTICAL MULLION BEYOND OPENING FLASHING PER DETAIL WEATHER RESISTIVE BARRIER VENT STRIP, PER MANUF. SPECS. THREE COAT EXTERIOR CEMENT PLASTER FINISH SYSTEM SHIM AS REQ'D. - ATTACH PER MANUF. RECOMM'S. CAULK PLYWOOD SHEATHING EXISTING WOOD STRUT HEADER ALUMINUM STOREFRONT VERTICAL MULLION GLASS PER ELEVATION ALUM. HORIZONTAL MULLION BEYOND MULLION INTERIOR EXTERIOR WALL PER PLAN TYP. INSULATION AT EXTERIOR WALLS FINISH PER FINISH SCHEDULE WEATHER RESISTIVE BARRIER LAP OVER FLASHING EXT. PLYWD. SHEATHING PER STRUCT. SELF-ADHERED FLASHING, ATTACH TO FRAME AND EXTEND OVER CONT. SEALANT AND BACKER ROD J-CHANNEL TRIM, PER MANUF. SPECS GLASS PER ELEVATION HORIZONTAL MULLION BEYOND ALUM. STOREFRONT JAMB J-MOLD INTERIOR EXTERIOR MIN 3/4" METAL FURRING CONT. FLEXIBLE SEALANT ¼” GRADE 5 DRILL FLEX @ 12” O.C. SEAL AROUND BOLT, AS REQ'D. EXISTING WOOD STRUT HEADER 2 3 / 1 6 " INTERIOR EXTERIOR EXTERIOR PLASTER PER WALL TYPE WALL PER PLAN MIN. 3/4" VERT. PRESSURE TREATED WOOD FURRING WEATHER RESISTIVE BARRIER EXTERIOR PLYWOOD SHEATHING PER STRUCT. J-CHANNEL TRIM, PER MANUF. SPECS. SELF-ADHERED FLASHING, LAP OVER FRAME AND EXTEND DOWN 4" MIN. O/ WEATHER RESISTIVE BARRIER J-MOLD TYP. INSUL. AT EXT. WALLS FINISH PER FIN. SCHED. ALUM. STOREFRONT SILL GLASS PER ELEVATION CONT. FLEXIBLE SEALANT BACKER ROD W/ CONT. SEALANT BONDED TO METAL DRIP EDGE AND TO THE CASING BEAD SHIM AS REQ'D. - ATTACH W/ BOLT PER MANUF'S. RECOMM'S W/ SEALANT 20 GA. METAL SILL PAN, W/ DRIP EDGE VERTICAL MULLION BEYOND MI N . 1' - 0 1 / 2 " EXISTING WOOD STRUT HEADER INTERIOR FINISH PER FIN. SCHED. ALUM. STOREFRON T HEAD GLASS PER ELEVATION J-MOLD CONT. FLEXIBLE SEALANT EXTERIOR CONT. FLEXIBLE SEALANT & BACKER ROD W/ SEALANT VERTICAL MULLION BEYOND SHIM AS REQ'D. - ATTACH PER MANUF. RECOMM'S. WALL PER PLAN J-MOLD EXTERIOR TO MATCH EXISTING EXISTING WOOD STRUT HEADER STOREFRONT SILL GALVANIZED SHEET METAL FLASHING SET IN MASTIC STARTER SILL GLASS PER ELEVATION VERTICAL MULLION BEYOND 1/4" SEAL AROUND BOLT SEALANT 3/8" DIA. STAINLESS STEEL SIMPSON STRONG BOLT 2 @ 24" O.C. / 2-7/8" EMBED. TORQUE AT 30LB-FT. - ICC ESR-3031 3" MIN 6" TYP EXT. PAVING PER CIVIL/LANDSCAPE (WHERE LANDSCAPE OCCURS MUST BE 4" BELOW F.F.) EXPANSION BOARD FLASHING 2" FINISH PER FIN. SCHED. ALUM. STOREFRONT HEAD GLASS PER ELEVATION J-MOLD CONT. FLEXIBLE SEALANT CONT. FLEXIBLE SEALANT VERTICAL MULLION BEYOND SHIM AS REQ'D. - ATTACH PER MANUF. RECOMM'S. WALL PER PLAN J-MOLD EXISTING WOOD STRUT HEADER 1/ 2 " 1/ 4 " M A X . 1/ 4 " M A X 1/ 4 " M A X 1/4" SHIM SPACE COMBINED ACTIVATION / SAFETY SENSOR ACCESS COVER 4 1/2" [114] FRAME WIDTH 43 1 / 2 " [ 1 1 0 5 ] 83 " [ 2 1 0 8 ] P A C K A G E H E I G H T 8" [ 2 0 3 ] 92 " [ 2 3 3 7 ] P A C K A G E H E I G H T RO U G H O P E N I N G 1" [ 2 5 ] 4 1 / 2 " ROUGH OPENING PACKAGE WIDTH 1/4" SHIM SPACE INTERIOR EXTERIOR 1 3/4" [44]HEADER ABOVE 1 1 / 2 " [ 3 8 ] "SX" INTERIOR EXTERIOR (E) 2' CONCRETE WALL 7 1/ 2 " CONT. SEALANT @ BACKER ROD ON EACH SIDE ALUM. STOREFRONT JAMB (E) PRECAST CONCRETE WALL CONT. SEALANT @ BACKER ROD ON EACH SIDE ALUM. STOREFRONT JAMB (E) PRECAST CONCRETE WALL INTERIOR EXTERIOR 3/16" ALUMINUM PANEL WITH CORTEN FINISH, PROVIDED BY G.C. PER STOREFRONT FABRICATOR PER STOREFRONT FABRICATOR BRAKE METAL COVER . FINISH TO MATCH STOREFRONT JAMBS 3/8" DIAM. HILTI KH-EZ W/ 2-1/2" EMBED (ICC ESR 3027). 2"X 2-1/2"X1-1/2" PANEL BRACKET, TYP.. PROVIDED BY G.C. TY P . 2" 2" PANEL BRACKET FASTENER, PER MANUFACTURER. TO BE PROVIDED BY G.C. TYP. 2 1/2" EMBE D 2 1/ 2 " SPACING3" MIN . 2' - 1 0 " . (N) SNAP CLAD SERIES STANDING SEAM SHEET MATAL ROOF, BY PAC- CLAD. (E) 1X6 T&G. WD DECKING. REMOVE AS NEEDED FOR INSTALLATION OF STOREFRONT. PATCH AND REPAIR (E) 1X3 NAILERS @ 24" O.C. GLASS PER ELEVATIONCAULKING (N) TAPERED WOOD BLOCKING TO BE SCREWED TO WOOD MEMBERS ABOVE IT ALUM. STOREFRONT HEAD BACKER ROD AND SEALANT VERTICAL MULLION BEYOND 1/ 2 " (N) PEAK FLASHING, BY PAC-CLAD. (N) #10-13 X 5/8" GP FASTNER. (N) 22 GA. CLEAT, BY PAC-CLAD. SNAP-CLAD CLIP W/ (2) # 10 -13 GP FASTENERS (MAX. 8" FROM Z") BY PAC- CLAD. (N) 3/4" TURN UP. (N) SEALANT AT VERTICAL LEG AND "Z", BY PAC-CLAD. (N) PAC-CLAD HT UNDERLAYMENT (SHOWN DASHED). (N) PAC-CLAD HT UNDERLAYMENT (SHOWN DASHED). (N) FIELD FORM PANEL LEG TO I.D. OF "J- CHANNEL" FLASHING. (E) WOOD FRAMING. (N) J-CHANNEL FLASHING,BY PAC- CLAD. (N) GABLE FLASHING, BY PAC-CLAD. (N) 22 GA. CLEAT, BY PAC-CLAD. (E) PLYWOOD SHEATHING (N) SNAP-CLAD PANEL. (N) PAC-CLAD HT UNDERLAYMENT (SHOWN DASHED). (N) #10-13 X 5/8" GP FASTENER. (N) SNAP-CLAD CLIP W/ (2) #10-13 GP FASTENERS. (E) ROOF FRAMING AND INSULATION TO REMAIN. (E) T&G WOOD PANELING TO REMAIN. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 3" = 1'-0" 07/08/24 A62.1 STOREFRONT DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 3" = 1'-0"3STOREFRONT HORIZONTAL MULLION 3" = 1'-0"5STOREFRONT HEAD @ EXT. PLASTER 3" = 1'-0"2STOREFRONT VERTICAL MULLION 3" = 1'-0"7STOREFRONT JAMB @ EXT. PLASTER 3" = 1'-0"6STOREFRONT SILL @ EXT. PLASTER 3" = 1'-0"9STOREFRONT HEAD @ PLASTER SOFFIT 3" = 1'-0"1STOREFRONT SILL 3" = 1'-0"10STOREFRONT HEAD @ INTERIOR 3" = 1'-0"11SLIDING DOOR HEAD & THRESHOLD3" = 1'-0"12SLIDING DOOR JAMB DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 4 ASI #04 09/18/25 3" = 1'-0"8STOREFRONT TO CONCRETE CONNECTION. NOTE: PANELS SHOWN FOR REFERENCE. GENERAL CONTRACTOR TO PROVIDE MANUFACTURER AND SPECIFICATIONS FOR PANEL SYSTEM AND ATTACHMENTS. 3" = 1'-0"4STOREFRONT PEAK @ SLOPED ROOF3" = 1'-0"13SLOPED ROOF @ EDGE DETAIL 4 TG TG TG TGTG TG F.F. 44 " M A X . 30 " M I N . PE R C B C 11 B -40 4 . 2 . 9 CARD READER 088000.E 088000.E 088000.E 088000.E - ---- --- 10 A62.18 A62.1 8 A62.1 28' - 2". TG TG TG 4' - 7"4' - 8"4' - 7" TG 11' - 6 1/2" 2' - 5 1/2"5 1/2" 088000.E 088000.E 088000.E 3' - 7 1 / 2 " TG TG TG TGTGTG TG 088000.E 088000.E 088000.E 088000.E 088000.E 088000.E NOTE: REFER TO DETAIL 8/A62.1 FOR ADDTIONAL INFORMATION REGARDING STOREFRONT SYSTEM TO CONCRETE CONNECTION A62.0 6 8' - 0 " 9' - 4 1/2"7"9' - 10 1/2" 19' - 10" 2' - 6 " 11 ' - 1 1 / 4 " 133.10° 1' - 10" 7" 9' - 8 1/4" 7' - 5 1 / 2 " 9' - 10 1/2"9' - 4 1/4" 10' - 7 1 / 2 " 6' - 8 3/4" 7". 10' - 6 1/4" 4' - 8 1/4"4' - 8 1/4"4' - 11 1/4"4' - 11 1/4" 088000.E 9' - 11". TG 7' - 1 1 1 / 8 " . 088000.E 34 Top of Parapet_High 18' -0" 63' - 9 1/2". TGTGTGTGTGTGTGTGTGTGTGTGTGTGTGTG 088000.D088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D 088000.D typ. V.I.F. 3' - 8 3/4"4 A62.1 6 A62.1 6' - 0 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/2" = 1'-0" 07/08/24 A62.2 STOREFRONT SCHEDULE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/2" = 1'-0"2FRONT LOBBY ENTRANCE -SF1 1/2" = 1'-0"5OPEN AREA WINDOWS -SF3 1/2" = 1'-0"1INNOVATION CENTER -SF4 1/2" = 1'-0"4CLERESTORY SF5 ABBREVIATIONS TG - TEMPERED GLAZING, AS REQUIRED PER CBC 2406 GENERAL NOTES 088000.D TEMPERED GLAZING TO BE REPLACED, TYP. SEE SPECS 088000.E ALUM. STOREFRONT WINDOW W/1" INSUL. GLAZING, CLR TEMPERED 1/4" GLASS EA. SIDE W/LLUMAR R20 SR SP4 FILM, TYP. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. KEYNOTES DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 FLOOR FINISH HANGER BRACKET FURNISHED WITH COOLER. SEE COOLER ROUGH-IN FOR CORRECT BRACKET HEIGHT MOUNTING PLATES INSTALLED BEHIND FINISHED WALL MOUNTING PLATES INSTALLED BEHIND FINISHED WALL FLAT WASHER 1/4" PART NO. 75544C HEX NUT 1/4-20 PART NO. 110041643890 PLAN MOUNTING PLATES ELEVATION MLP200 MLP200 1' - 6 1/8" 1' - 6 1/8" 1' - 7 7 / 8 " 2' - 1 1 1 / 2 " 3' - 8 1 / 8 " 1" 1' - 1 3 / 8 " 1" 2' - 5 " 2 3 / 4 " 1' - 6 1/8" 2 3 / 4 " 5/ 8 " 5/ 8 " PLASTIC LAMINATE COUNTERTOP L2X2X1/4 @ 3'-0" O.C., PROVIDE RUBBER TRIM SO THAT THERE ARE NO SHARP EDGES 6" 2' - 6 1 / 2 " C L E A R 2' - 0" 2' - 1 0 " 4X WOOD BLOCKING WITH A35 TOP, BOTTOM & EACH END. 1/4" Ø LAG SCREW W/3" MIN. PENETRATION INTO BLK'G@ EA. ANGLE TOP & BOTTOM RUBBER BASE WALL TYPE PER PLAN TWO (2) 2" DIA. OPENINGS WITH RUBBER GROMMETS @ 3' O.C. 4 1 / 4 " 18 " M I N . 1 1 / 2 " M I N . 1 1/2" MIN. FROM EDGE OF STEEL TYP. 3/8" MOUNTING BOLTS THROUGH MOUNTING PLATE MOUNTING PLATE BY MANUF., ELKAY MLP200 OR EQUIVALENT STUD WALL PER PLAN MOUNTING POSTS, ELKAY MODEL MLP200 OR EQUIVALENT (4) PER POST BASE, 3/8" KB TZ, 2" EMBEDMENT AT SLAB ON GRADE, AT CONCRETE DECK USE 3/8" THROUGH BOLTS FINISH FLOOR U-BOLT THROUGH MOUNTING POST MOUNTING PLATE PER ELKAY MLP200 U-BOLT THROUGH MOUNTING POST U-BOLT 3/8-16 UNC 2A 1. CASEWORK SHALL COMPLY W/ THE REQUIREMENTS OF THE WOODWORK INSTITUTE. 2. ALL CABINET DIMENSIONS INDICATED ARE NOMINAL OUTSIDE DIMENSIONS. 3. FILLER STRIPS ARE REQUIRED AT ENDS OF CABINETS WHERE CABINETS ARE ADJACENT TO WALLS. 4. ALL FILLER STRIPS AT TALL AND WALL CABINETS TO HAVE TOP AND BOTTOM RETURNS. 5. ALL PLAN DIMENSIONS OF CASEWORK ARE CABINET DIMENSIONS ONLY AND DO NOT INCLUDE TOPS. 6. PROVIDE FINISHED END PANELS FOR SUPPORT OF COUNTERTOPS AT UNDERCOUNTER EQUIPMENT OR KNEE SPACES WHERE THERE IS NO ADJACENT WALL OR CABINET THAT CAN BE USE FOR SUPPORT. 7. FINISH ALL EXPOSED PORTIONS OF CASEWORK AND COUNTERTOPS. 8. ALL UNITS, INCLUDING OPEN UNITS, SHALL HAVE CASEWORK MANUFACTURER'S STANDARD CABINET LINER UNLESS OTHERWISE NOTED. 9. ALL TOE SPACES SHALL BE 4" IN HEIGHT AND 3" IN DEPTH AND SHALL RETURN TO WALL WHERE ENDS OF CABINETS ARE EXPOSED. 10. ALL SHELVING SHALL BE ADJUSTABLE UNLESS OTHERWISE NOTED. 11. ALL COUNTERTOPS SHALL BE OF MAXIMUM PRACTICAL LENGTHS REQUIRED TO CONFORM TO OVERALL BASE CABINET DIMENSIONS. 12. PROVIDE BACKSPLASH COUNTERTOP RETURN AT ENDS OF COUNTERTOPS WHERE ADJACENT TO WALL OR OTHER FULL HEIGHT CASEWORK. 13. ALL SINKS, SINK TRIM & ELECTRICAL ITEMS SHALL BE FURNISHED BY OTHER THAN THE CASEWORK MANUFACTURER UNLESS OTHERWISE NOTED. 14. ALL OTHER COUNTERTOPS SHALL BE PLASTIC LAMINATE UNLESS OTHERWISE NOTED. 15. ALL W.I. CASEWORK TO BE FACE FRAME MODEL. A SIM. B D A REFER DET. 4/- TYP. B REFER DET. 9/- TYP. C REFER DET. 10/- TYP. D REFER DET. 6/- TYP. D A C 1 3 / 8 " 6 3/4" 6 3/8" 2X 4.00mm -70 THREAD 13/32" FRONT VIEW TOP VIEW SIDE VIEW WALL CONSTRUCTION PER WALL TYPE REFER TO PLAN CASEWORK 1X4 CONT. WOOD SPACER, TYP. 6" X 1-1/4" X 16GA. TRACK CONT. LENGTH OF CASEWORK #14 X 3" FHMS @ 16" O.C., 2" MAX. FROM EA. END, MIN 2 PER CABINET - AT CONC. WALL USE 3/8" DIA. HILTI KB-TZ W/2" EFFECT. EMBED PER ESR-1917 @ 24" O.C., MIN 2 PER CABINET. WALL CONSTRUCTION PER WALL TYPE REFER TO PLAN CASEWORK 1X4 CONT. WOOD SPACER, WOOD FRAMING USE 3X4 WOOD BLOCKING W/ A34 TOP AND BOTTOM EACH END #14 X 3" FHMS @ 16" O.C., 2" MAX. FROM EA. END, MIN. 2 PER CABINET - AT CONC. WALL USE 3/8" DIA. HILTI KB-TZ W/2" EFFECT. EMBED PER ESR-1917 @ 24" O.C., MIN 2 PER CABINET AT CMU WALL #10 X 2-1/2" CADMIUM PLATED FLATHEAD WD. SCREWS @ 12" O.C. COUNTERSUNK WATERFALL EDGE, TYP. WALL CONSTRUCTION PER WALL TYPE REFER TO PLAN 6" X 1-1/4" X 16GA. TRACK CONT. LENGTH OF CASEWORK #14 X 3" FHMS @ 16" O.C., 2" MAX. FROM EA. END, MIN. 2 PER CABINET - AT CONC. WALL USE 3/8" DIA. HILTI KB-TZ W/2" EFFECT. EMBED PER ESR-1917 @ 24" O.C., MIN 2 PER CABINET. CASEWORK 1X4 CONT. WOOD SPACER, TYP. 2X4 CROSS MEMBERS @ 24" O.C. (2) 2X4 + 1" FILLER CONT. TREATED WOOD CROSS MEMBERS BACK TO WALL @ 24" O.C. 3/8" DIA. HILTI KB-TZ W/ 2" MIN.EFFECT. EMEBED PER ESR-1917 @ 24" O.C. (4" MAX FROM ENDS) 4" 2X4 CROSS MEMBERS @ 24" O.C. (2) 2X4 + 1" FILLER CONT. TREATED WOOD CROSS MEMBERS BACK TO WALL @ 24" O.C. RESILIENT BASE CASEWORK 2X CONT. 10D @ 12" O.C. #10 X 2 1/4" FH SCREWS AT 16" O.C. AT 4" FROM ENDS. 3/8" DIA. HILTI KB-TZ W/ 2" MIN. EFFECT. EMBED PER ESR-1927 @ 24" O.C. (4" MAX FROM ENDS) 4" WALL STUD TYPE PER PLAN THE GRAB BAR SHALL BE CAPABLE OF WITHSTANDING A SHEAR FORCE OF 250 LBS. WITHOUT BENDING OR PULLING OUT OF THE WALL 1 1/2" 6" X 54 MIL UNPUNCHED BACKING TRACK TO 3 STUDS MIN., DO NOT CUT FLANGES BETWEEN SUPPORTING STUDS, W/ (3) #10 S.M.S. AT EA. MTL. STUD FOR FACE MOUTNING. -AT WOOD STUDS, PROVIDE SAME BACKING TRACK W/ (3) #10 W.S. W/ 2" EMBED AT EA. STUD 5/8" TYPE "X' GYP. BD. PROVIDE MIN. (2) #14 x 2-1/2" LONG STAINLESS STEEL SHEET MTL. SCREWS AT EA. GRAB BAR MOUNTING FLANGE TO WALL BACKING PLATE 2 1/4" 3/ 4 " 1 1/2" WALL PER PLAN PIPE 1-1/2" DIA. GALVANIZED TYP. 1/4" 1/4" TYP. SST POST COVER FLANGE, TYP. SEE 3/A61.3 FOR METAL STUD BLOCKING WALL END FITTING LEVEL SECURE W/ (3) LBS. 14 SMS PER PLATE PROVIDE 5/16" MTL SLEEVE SPACERS AT FASTNERS, 2-1/2" MIN. EMBEDMENT INTO BLOCKING, TYP.. TYP. 3-3/4" DIAMETER 1/4" THICK BASE PLATE (E) CONCRETE PAVEMENT (4) 3/8" DIA. THREADED RODS ASTM FISSA GR36 3" 3' - 8 " R 4 1/2" 1' - 6" DRILL & EPOXY W/ HILTI HIT-RE 500 V3 (ESR-3814) DOWELS TO MATCH SLAB REINF. SPACING & QUANTITY 2' - 0" LAP 5" 2-1/2" AT 5" THK. SLAB ON GRADE (E) SLAB ON GRADE(N) SLAB ON GRADE SLAB ON GRADE CONT. 1/2" TOOLED RADIUS TYPICAL SELF-LEVELING SEALANT CONTINUOUS AS REQUIRED TO MATCH EXISTING LAYOUT CONT. NEOPRENE JOINT BACKER- ROD (TYPICAL) AS REQUIRED TO MATCH EXISTING LAYOUT VAPOR BARRIER, SEE SPECS. TV @ MEDIA CENTER & LOBBY, (CFCI): MANUF: SAMSUNG 65" COMMERCIAL DISPLAY LED-BACKLIT LCD DISPLAY 4K MODEL #: QB65R, OR EQUAL. TV WALL MOUNT ASSEMBLY, (CFCI): MANUF: B-TECH AV MOUNTS HEAVY DUTY TWIN CANTALIVER ARM FLAT SCREEN WALL MOUNT MODEL#: BT8222/B, OR EQUAL. EXISTING 7 1/2" PRECAST CONCRETE WALL PROVIDE POWER AND DATA PER ELECTRICAL DRAWINGS TV @ INNOVATION CENTER, (CFCI): MANUF: SAMSUNG 85" COMMERCIAL DISPLAY LED-BACKLIT LCD DISPLAY 4K MODEL#: QE85T, OR EQUAL. 7 1/2" (6) 3/8" DIAM. X 2-3/4" REDHEAD TRUBOLT, WITH 2" MIN. EMBEDMENT, TYP.. TV WALL MOUNT ASSEMBLY, (CFCI): MANUF: B-TECH AV MOUNTS HEAVY DUTY TWIN CANTALIVER ARM FLAT SCREEN WALL MOUNT MODEL#: BT8222/B, OR EQUAL. EXISTING 7 1/2" PRECAST CONCRETE WALL PROVIDE POWER AND DATA PER ELECTRICAL DRAWINGS TV @ INNOVATION CENTER, (CFCI): MANUF: SAMSUNG 85" COMMERCIAL DISPLAY LED-BACKLIT LCD DISPLAY 4K MODEL#: QE85T, OR EQUAL. 7 1/2" 1/4" DIAM. X 3 " LAG SCREW, WITH 2" MIN. EMBEDMENT, (TYP. OF 6). #9 SD CREW @ WOOD STUD (TYP. OF 2) HILTI 0.157" DIAM. X-U SHOT PIN WITH 2" EMBED MINIMUM @ EXISTING PRECAST CONCRETE WALL (TYP. OF 2) SIMPSON STRONG TIE A23 ANGLE CLIP: 2" X 1-1/2" X 1-3/8", 48" O.C. VERTICALLY AT EACH STUD. 4"X4" WOOD BACKING, (TYP OF 2). TV WALL MOUNT ASSEMBLY, (CFCI): MANUF: B-TECH AV MOUNTS HEAVY DUTY TWIN CANTALIVER ARM FLAT SCREEN WALL MOUNT MODEL#: BT8222/B, OR EQUAL. #9 SD CREW @ WOOD STUD (TYP. OF 2) HILTI 0.157" DIAM. X-U SHOT PIN WITH 2" EMBED MINIMUM @ EXISTING PRECAST CONCRETE WALL (TYP. OF 2) SIMPSON STRONG TIE A23 ANGLE CLIP: 2" X 1-1/2" X 1-3/8", 48" O.C. VERTICALLY AT EACH STUD. 4"X4" WOOD BACKING, (TYP OF 2). 1' - 3 3/4" 11 1 / 4 " 2' - 9 1/2" 1' - 2 1 / 4 " 7 7/8".7 7/8". 2"X4" WOOD WOOD STUDS @ 16" O.C. 1/4" DIAM. X 3 " LAG SCREW, WITH 2" MIN. EMBEDMENT, (TYP. OF 6). TV @ INNOVATION CENTER, (CFCI): MANUF: SAMSUNG 85" COMMERCIAL DISPLAY LED-BACKLIT LCD DISPLAY 4K MODEL#: QE85T, OR EQUAL. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A62.3 CONNECTION DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1 1/2" = 1'-0"5CONFERENCE COUNTER (@ WALL) 1 1/2" = 1'-0"2DRINKING FOUNTAIN BRACKET 1" = 1'-0"3DRINKING FOUNTAIN PLAN DET. CASEWORK NOTES 1/2" = 1'-0"7CASEWORK TYP. ANCHORAGE 3" = 1'-0"8ACCESSIBLE CABINET PULL 3" = 1'-0"4ANCHORAGE (UPPERS) -MTL. & CMU 3" = 1'-0"9ANCHORAGE (MID) -MTL. & CMU 3" = 1'-0"10ANCHORAGE (BASE) @ WALL -MTL. & CMU 3" = 1'-0"6ANCHORAGE (BASE) @ FRONT 3" = 1'-0"11GRAB BARS 1 1/2" = 1'-0"12PIPE DETAIL WALL ATTACHED 1 1/2" = 1'-0"13CONN. TO EXIST. SLAB OR FTG. DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 1 1/2" = 1'-0"1WALL MOUNTED TV 1 1/2" = 1'-0"14WALL MOUNTED TV @ INN. CNTR. 1" = 1'-0"15ELEVATION TV WALL MOUNT @ INN. CNTR. 6 A62.4 FRONT LOBBY ENTRANCE -SF12/ A62.2 A62.4- 1 4' - 0" 4' - 0" 4' - 0" 4' - 0"4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0" 4' - 0"4' - 0"4' - 0" 16.78° 48' - 2 1/2" 2.09° PAINT ALL EXPOSED STEEL FRAME THREADED ROD CONNECTION PER STRUCTURAL DWGS 6X6 HORIZ RADIUS = 157'- 3 1/2" 8" FR O M FA C E OF W A L L 1' - 5 1/4" 2' - 4 " REFERENCE POINT 7.23° 1.59° 1.44° 2.22° Fin. Floor Level - Existing 0" Top of Parapet_Low 14' -4" B C D E 6 A62.4 3' - 9"3' - 9 1/4" 1' - 1 0 3 / 4 " 3' - 9 1/4"3' - 9 1/4"3' - 0 3/4"3' - 9 1/2"3' - 9 1/2"3' - 9 1/2"3' - 9 1/2"3' - 9 1/4"3' - 9 1/4"3' - 9"3' - 9" 1' - 1 0 3 / 4 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 1' - 9 1 / 2 " 146 TGTG TG 1 A1 B1 C1 D1 E1 F1 G1 H1 2 3 4 5 6 7 8 9 10 11 12 TG TG 175 45 - 1 / 2 " . 3' - 4 " 3' - 4 " 22 - 3 / 4 " . 1' - 6 " 2 3 / 4 " 2 3 / 4 " 2 - 3 / 8 " . 2 - 3 / 8 " . Top of Parapet_Low 14' -4" Top of Parapet_Low 14' -4" Fin. Floor Level - Existing 0" 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F G H G51 B19 B15 B43 B47 B20 B21 V08 V16 B48 B39 B42 B21 B21 B42 B20 B15 V09 V09 B20 B15 B19 V16 V08 B39 B39 B47 B15 B19 B15 V08 B20 B42 B21B42 G51G51 B47 B47 B47 B20 B42 B15 G51 B19 B19 B21 B39 B39 B39 B19V09 "LIBRARY" TEXT= FRANKLIN GOTHIC BOLD 40" "NEWHOPE" TEXT= FRANKLIN GOTHIC BOLD 18" NO PANELS IN THIS AREA QUANTITIES: B19= 6 G51= 4 B47= 5 B21= 5 V16= 2 B39= 6 B20= 5 B43 B48 B15= 6 B43= 2 V08= 3 B48= 2 B42= 5 V09= 3 1' - 9 1 / 2 " 3' - 1 0 3 / 4 " 1' - 9 1 / 2 " 3' - 9" 9' - 1 1 3 / 4 " 8" FROM FACE OF WALL THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/2" = 1'-0" 07/08/24 A62.4 ENTRY SIGNAGE DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/2" = 1'-0"3SIGNAGE ENLARGED PLAN 1/2" = 1'-0"2EAST SIGNAGE ELEVATION 1/2" = 1'-0"5NORTH ELEVATION LIBRARY SIGNAGE 1/2" = 1'-0"4SOUTH ELEVATION LIBRARY SIGNAGE 146 3FORM "KODA XT" INFILL PANELS, NON-ILLUMINATED, AND 3FORM "HARDWARE XT" STRUCTURAL CONNECTIONS, SEE MANUF. DETAILS. SEE SHEET 01/A62.4 FOR THE "3FORM" COLOR LEGEND 175 (N) SIGNAGE TO BE PERMANENTLY PRINTED ONTO 3FORM PANELS. REFER TO SIGNAGE LEGEND FOR PANEL COLOR FINISH AND TEXT TYPE/SIZE. 1/2" = 1'-0"13FORM SIGNAGE LEGEND1/2" = 1'-0"6SIGNAGE SECTION NOTE: SEE SHEET A62.1 FOR ADDITIONAL INFORMATION REGARDING STOREFRONT SYSTEMS DESCRIPTION DATE 1 ASI #01 04/09/25 3 ASI #03 07/02/25 Refrigerator J J J J J J J Top of Parapet_Low 14' -4" BCDE 4 A31.1 SITE -6" N110 A01.4 16 090000.H 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 090000.G 4' - 0" TYP. 8' - 0 " T Y P . 4' - 10 1/2"4' - 9"4' - 9"4' - 9"4' - 9"4' - 9"4' - 11" 9' - 7 " Top of Parapet_Low 14' -4" PROVIDE GALV. STEEL MESH OVER FENE PANEL. AND ON GATE TO 12" OF EA. SIDE OF GATE ADJUSTABLE WIDTH PANIC BAR W/ MORTISE LOCK AND STRIKE PLATE (PUSH SIDE) AND LEVER HANDLE ON OUTSIDE (PULL SIDE) W/ 3/16" STEEL PANEL 1" SQ. X 14 GA STEEL PICKETS TYP. 4" SQ. X 12 GA. FENCE POSTS TYP. EA. SIDE OF GATE, AT CORNER, INTERMEDIATE AND END POSTS. DO NOT ATTATCH FENCE TO BUILDING N110 7' - 1 1 / 4 " PROVIDE GALV. STEEL MESH OVER FENCE PANEL. AND ON GATE TO 12" OF EA. SIDE OF GATE B C D E 1 4 A31.1 E84 N92 4' - 8 1/2"4' - 9"4' - 9"4' - 9"4' - 9"4' - 9"4' - 9" 5' - 7 1 / 4 " 149 N110 23 ' - 1 1 / 2 " 15 ' - 6 1 / 2 " 8' - 2"33' - 0" 7' - 8 1 / 2 " 1 A61.1 090000.H090000.H 090000.G A01.4 13 050000.H 050000.H 050000.H A01.4 13 26' - 0" 10" 10 " 10" 10 " 6' - 5 1 / 2 " --- - 20 ' - 1 0 " 24 ' - 4 1 / 4 " 9' - 6 1/4" 20 ' - 3 " 30' - 0" 21 ' - 4 1 / 4 " A52.1 2 A52.1 2 ZERO CURB 7' - 5 3 / 4 " 5"5" LA N D S C A P E WALL ABOVE SHOWN DASHED 1' - 10 1/4" 7 3/4" 2' - 2 " 1' - 7 3 / 4 " CANOPY BEAM SHOWN DASHED NORTH CANOPY BEAM SHOWN DASHED A52.1 3 LA N D S C A P E 1' - 7" 6' - 4" N99 149 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 1/2" = 1'-0" 07/08/24 A62.5 PATIO GATE DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1/2" = 1'-0"4WEST ELEVATION PATIO GATE 1/2" = 1'-0"2NORTH ELEVATION PATIO GATE 1/2" = 1'-0"3ENLARGED PLAN -PATIO 149 NEW GATE DOOR AND HARDWARE, SEE GATE SCHEDULE ON SHEET A52.1 050000.H NEW ORNAMENTAL STEEL FENCING TO BE INSTALLED. SEE 8/A01.4 090000.G INFILL "CORTEN" PANELS, SEE 16/A01.4 FOR CONNECTION DETAILS. EXISTING OPENINGS, FIXTURES, ETC. TO BE PROTECTED IN PLACE. 090000.H USA SHADE SYSTEM, MANUFACTURER TO PROVIDE PC DRAWINGS, DESCRIPTION DATE 1 ASI #01 04/09/25 2 ASI #02 06/24/25 4 ASI #04 09/18/25 4 4 4 4 KEYNOTES "V" STRUT OPPOSITE FREE WALLS. FIXTURES GREATER THAN 50 POUNDS, PROVIDE SEPARATE SUPPORT PROVIDE VERTICAL HANGER WIRES @ 48" O.C. ON MAIN RUNNERS PROVIDE COMPRESSION POST AND (4) #12 GA SPLAYED BRACING WIRES @ MAX 12'-0" O.C. ON MAIN RUNNERS AND 6'-0" MAX FROM WALL. PERIMETER STARTER WALLS LAY-IN PANEL, SEE FINISH SCHEDULE FOR TYPE. PANEL SUSPENSION GRID, SEE FINISH SCHEDULE FOR TYPE. 6 A64.3 6 A64.3 5 A64.3 SUSPENDED LAY-IN CEILING NOTES: (FOR CEILING SYSTEMS WHOSE TOTAL WEIGHT, INCLUDING AIR CONDITIONING/HEATING GRILLS AND LIGHT FIXTURES, DOES NOT EXCEED 4 PSF) SEE DSA IR 25-2.13 FOR ALL APPLICABLE REQUIREMENTS 1. CEILING WIRE SHALL BE CLASS 1 ZINC COATED (GALVANIZED) CARBON STEEL CONFORMING TO ASTM A641.WIRE SHALL BE #12 GA. (MIN.) WIRE SHALL BE SOFT ANNEALED AND MIN. TENSILRE STRENGTH = 70 KSI. MAIN RUNNERS, CROSS RUNNERS, SPLICES, EXPANSION DEVICES, AND INTERSECTION CONNECTORS SHALL BE DESIGNED TO CARYY A MEAN ULTIMATE TEST LOAD OF NOT LESS THAN 180 LBS. IN COMPRESSION AND TENSION PER ASTM E580 SECTION 5.1.2. 2. #12 GAGE HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING AND SHALL BE ATTACHED TO MAIN RUNNERS. 3. PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS LEAST, FOR THE PERIMETER OF THE CEILING AREA. PERIMETER WIRES ARE NOT REQUIRED WHEN THE LENGTH OF THE END TEE IS EIGHT (8) INCHES OR LESS. 4. PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO TYPICAL HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. 5. CEILING GRID MEMBERS SHALL BE ATTACHED TO TWO (2) ADJACENT WALLS PER ASCE 7-10, SECTION 13.5.6.2(b). CEILING GRID MEMBERS SHALL BE AT LEAST 3/4" CLEAR OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID MEMBERS, ONE END OF MAIN AND CROSS RUNNERS SHALL BE FREE, AND A MINIMUM OF 3/4" CLEAR OF WALL. 6. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2 INCHES. 7. AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL, PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLEL RUNNER IS 8" OR LESS, THIS INTERLOCK IS NOT REQUIRED. 8. EXPANSION JOINTS SHALL BE PROVIDED IN THE CEILING AT INTERSECTIONS OF CORRIDORS AND AT JUNCTIONS OF CORRIDORS WITH LOBBIES OR OTHER SIMILAR AREAS. 9. PROVIDE BRACING ASSEMBLIES CONSISTING OF A COMPRESSION STRUCT AND FOUR (4) #12 GA. SPLAYED BRACING WIRES ORIENTED 90° FROM EACH OTHER. 10. LATERAL FORCE BRACING ASSEMBLIES SHALL BE SPACED PER TABLE 1 FOR ALL VALUES OF THE COMPONENT IMPORTANCE FACTOR (IP) OF THE CEILING(PER DSA REQUIREMENTS FOR SCHOOL BUILDINGS PER IR 25-2.13).WHERE, AS DEFINED IN ASCE 7-10, SEC.13.3.1: z= HEIGHT IN STRUCTUR OF POINT ATTACHMENT OF CEILING WITH RESPECT TO THE BASE. h= AVERAGE ROOF HEIGHT OF THE STRUCTURE WITH RESPECT TO THE BASE. PROVIDE BRACING ASSEMBLIES AT LOCATIONS NOT MORE THAN 6'-0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. THE MAXIMUM SLENDERNESS RATIO (kL/R) OF THE COMPRESSION STRUT IS 200 OR LESS. 11. THE SLOPE OF BRACING WIRES SHALL NOT EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING AND WIRES SHALL BE TAUT. SPLICES IN WIRES ARE NOT PERMITTED WITHOUT SPECIAL DSA APPROVAL. 12. COMPRESSION STRUTS SHALL NOT BE MORE THAN 1 (HORIZONTAL) IN 6 (VERTICAL) OUT OF PLUMB. 13. SUSPENDED ACOUSICTAL CEILING SYSTEMS WITH A CEILING AREA OF 144 SQUARE FEET OR LESS, AND FIRE RATED SUSPENDED ACOUSTICAL CEILING SYSTEMS WITH A CEILING AREA OF 96 SQUARE FEET OR LESS, SURROUNDED BY WALLS WHICH CONNECT DIRECTLY TO THE STRUCTURE ABOVE OR WALLS INDEPENDENTLY BRACED ABOVE CEILING TO STRUCTURE ABOVE, DO NOT REQUIRE BRACING ASSEMBLIES WHEN ATTACHED TO TWO ADJACENT WALLS. 14. FOR CEILING AREAS EXCEEDING 2500 SQUARE FEET A SEISMIC SEPARATION JOINT SHALL BE PROVIDED TO DIVIDE THE CEILING INTO AREAS NOT EXCEEDING 2500 SQUARE FEET. 15. PENETRATIONS THROUGH THE CEILING FOR SPRINKLER HEADS AND OTHER SIMILAR DEVICES THAT ARE NOT INTEGRALLY TIRED TO THE CEILING SYSTEM IN THE LATERAL DIRECTION SHALL HAVE A (2) INCH OVERSIZED RING, SLEEVE OR ADAPTER TO ALLOW FREE MOVEMENT OF (1) INCH IN ALL HORIZONTAL DIRECTIONS. 16. FASTEN #12 HANGER WIRES WITH NOT LESS THAN THREE (3) TIGHT TURNS. FASTEN #12 BRACING WIRES WITH FOUR (4) TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE OF 1-1/2 INCHES. HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHOULD BE INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE ANCHOR ALIGNS AS CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE WIRE. NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT, BUT THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 17. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST SIX (6) INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. 18. WHEN DRILL-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCED CONCRETE FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. OF TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. NOTE: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL DSA APPROVAL PRIOR TO USE IN PRESTRESSED CONCRETE. 19. ATTACH ALL LIGHT FIXTURES AND CEILING MOUNTED AIR TERMINALS TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SCREWS OR APPROVED FASTENERS ARE REQUIRED (USE TWO #8 SELF-TAPPING TEK SCREWS AT EACH END, OR APPROVED EQUAL). 20. FLUSH OR RECESSED LIGHT FIXTURES, WEIGHT LESS THAN 56 LBS, AND MECHANICAL TERMINALS AND SERVICES WIEGHT LESS THAN 20 LBS., MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO (2) #12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" X 4'-0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES WEIGHING 56 LBS. OR MORE AND MECHANICAL TERMINALS AND SERVICES, WEIGHING 20 LBS. ORE MORE, MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN FOUR (4) TAUT #12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE. THESE WIRES, INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE, MUST BE CAPABLE OF SUPPORTING FOUR (4) TIMES THE WEIGHT OF THE UNIT. 21. SUPPORT SURFACE-MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CIELING RUNNER AND WHICH ARE SUPPORTED FROM THE STRUCTURE ABOVE BY A #12 GAGE WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT OR LONGER. MAXIMUM SPACING BETWEEN SUPPORTS SHALL NOT EXCEED 8 FT. 22. N/A 23. THE CEILING GRID SYSTEM MUST BE RATED AS HEAVY DUTY AS DEFINED BY ASTM C635. MANUF. CLASS. MAIN RUNNER CROSS RUNNER RUNNER SPLICE ARMSTRONG HD PRELUDE 15/16" (7301) XL7340/XL7328 INTEGRAL TO 7301 CERTAINTEED HD 15/16" CLASSIC (CS1212-20) CS2-12-12/CS4-12-12 DWSC-200 USG HD DX (DX26) DX (DX216/DX424) INTEGRAL TO DX 12 GA.HANGER WIRE, SEE NOTES #2 & 7 LAY-IN CEILING PANEL MAIN RUNNER OR CROSS TEE SLOTTED ANGLE "V" STRUT SPACER W/ HORIZ. 6d RING SHANK NAIL THROUGH SLOTS @ RUNNER WHERE OCCURS SEE NOTE #5 FACE OF WALL 3/4" WALL ANGLE 7/8" M7 7/8" x 7/8" WALL ANGLE FOR DX AND DXT SECURE TO WALL STRUCTURE @ EA. STUD PER NOTE # 5 ON 1/A64.1 ACM-7 SEISMIC CLIP PER ICC ESR-1222 ACM-7 CLIP, (2) #10 - 1-1/4" TEK SCREW TO M7 WALL ANGLE GUIDING SCREW TO COMPLY WITH FIGURE 1 ACM7 CLIP UNRESTRAINED OF ICC ESR-1222 8" MAX. #10 WS - 1 1/4" SCREW, @ EA. STUD 12 GA.HANGER WIRE, SEE NOTES #2 & 7 M7 7/8" X 7/8" WALL ANGLE FOR DX AND DXT SECURE TO WALL STRUCTURE @ EA. STUD PER NOTE # 5 ON 1/A64.1 LAY-IN CEILING PANEL MAIN RUNNER OR CROSS TEE 8" MAX. FACE OF WALL ACM-7 SEISMIC CLIP PER ICC ESR-1222 @ EACH MAIN RUNNER #10 WS - 1 1/4" SCREW, @ EA. STUD WALL ANGLE 7/8" #7 7/8" SCREW TO COMPLY WITH FIGURE 2 ACM7 CLIP RESTRAINED OF ICC ESR-1222 ACM-7 CLIP, (2) #10 - 1-1/4" TEK SCREW TO M7 WALL ANGLE MAX 45° TYP. MAIN RUNNER CROSS RUNNER 2" 1 1/2" MAX 1/4" MACHINE BOLT COMPRESSION POST SEE TABLE AND DET. LATERAL FORCING BRACING # 12 GA WIRE SECURED TO MAIN RUNNER PER NOTES # 1, #2 & 3 AND CONNECTION TO STRUCTURE PER DETAIL #12 GA VERTICAL HANGER WIRE @ 4'-0" 4 A64.3 /6 A64.4 /14 A64.4 NOTE: ADDITIONAL CONNECTION DETAILS ON A64.4 6" OV E R L A P 1' - 0 " 5" COMPRESSION STRUT. SEE TABLE BELOW SECURE SPLICE SECTIONS TOGETHER WITH (2) #8 X 1" SELF TAPPING SHT. MTL. SCREWS (S.T.S.M.S.) CRIMP BOTTOM FLAT AND ATTACH TO MAIN RUNNER WITH 1/4" DIAM. MACHINE BOLT MAIN RUNNER COMPRESSION POST TABLE FOR TUBING & METAL STUD: 1. USE 1/2" DIAM. EMT FOR MAXIMUM LEGNTH UP TO 2'-6" 2. USE 3/4" DIAM. EMT FOR MAXIMUM LENGTH UP TO 4'-0" 3. USE 1" DIAM. EMT FOR MAXIMUM LENGTH UP TO 5'-6" 4. USE 1 1/2" DIA EMT FOR MAXIMUM LENGTH UP TO 8'-6" 5. USE 1 5/8" x 25 GA METAL STUDS FOR MAXIMUM LENGTH UP TO 7'-2" 6. USE DOUBLE 1 5/8" x 25 GA METAL STUDS FOR MAX. LENGTH UP TO 16'-0" 7. USE DOUBLE 2 1/2" x 25 GA METAL STUDS FOR MAX. LENGTH UP TO 17'-0" 8. USE DOUBLE 3 5/8" x 25 GA METAL STUDS FOR MAX. LENGTH UP TO 22'-8" C SHAPED METAL STUDS #6 S.T.S.M.S. @ 12" O.C. NOTES: 1. COMPRESSION STRUTS SHALL NOT REPLACE HANGER WIRES. 2. CEILING NOT SHOWN FOR CLARITY CRIMP TOP OF TUBING FLAT & ATTACH WITH (2) FHWS WOOD BLOCKING BETWEEN JOISTS ABOVE PER STRUCTURAL THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A64.3 CEILING DETAILS - ACOUSTICAL TILE 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 1 1/2" = 1'-0"2CEILING PLAN DETAIL, TYP. 1 1/2" = 1'-0"1CEILING NOTES (LAY-IN PANEL) 3" = 1'-0"6CEILING PERIMETER AT FREE WALL 3" = 1'-0"5CEILING PERIMETER AT FIXED WALL 1 1/2" = 1'-0"3CEILING SPAY WIRE BRACING DETAIL 3" = 1'-0"4COMPRESSION STRUT DET. @ ACT 1 DESCRIPTION DATE 1 ASI #01 04/09/25 1. VERTICAL HANGER WIRES SHALL BE NO. 8 GAGE AND GALVANIZED. 2. MAIN RUNNERS ARE 1 1/2" H.R. CHANNELS, 1.12#/FT MINIMUM 3. CROSS-FURRING MAY BE 7/8", 25 GAGE GALVANIZED HAT SECTIONS @ 24" MAX. O.C. 4. HANGERS SHOULD BE SADDLE-TIED AROUND MAIN RUNNERS TO DEVELOP THE FULL STRENGTH OF THE HANGERS. 5. CROSS-FURRING SHOULD BE SADDLE-TIED TO THE MAIN RUNNER WITH ONE STRANGE OF NO. 16 OR TWO STRANDS OF NO. 18 GAGE TIE WIRE. 6. MAIN RUNNERS SHOULD BE SPLICED BY LAPPING AND INTERLOCKING FLANGES 12" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE. 7. CROSS-FURRING SHOULD BE SPLICED BY LAPPING AND INTERLOCKING THE PIECES 8" MIN. AND TYING NEAR EACH END WITH DOUBLE LOOPS OF NO. 16 GAGE WIRE. 8. LIGHT FIXTURES AND HVAC DIFFUSERS SHALL HAVE SUPPLEMENTARY SUPPORTS AS REQUIRED, SEE DETAIL SUSPENDED GYPSUM BOARD CEILING SYSTEM PER IBC CHAPTER 25, 10 PSF MAX. DESIGN LOAD. FOR TYPICAL ASSEMBLY DETAIL, SEE DETAIL 3 - 9 - WOOD STUD STEEL RUNNER STEEL CROSS BRACE ME C H . E Q U I P . S P A C E AB O V E C L G . U T I L I T I E S A N D CL G . H T . PE R P L A N STEEL OR WOOD STUD STEEL STUD CROSS BRACE STEEL RUNNER 3 - LATERAL FORCE BRACING NOT TO EXCEED 12'-0" O.C. IN BOTH DIRECTIONS WITH THE FIRST POINT 4'-0" MAX. FROM EACH WALL. 1 1/2" METAL CHANNEL 5/8" GYPSUM BOARD ON 1-1/2" METAL STUDS @ 24" O.C. MAX. PARTITION PER PLANS HANGER WIRE 1 1/2" CHANNEL. SPACING @ 4'-0" O.C. 5/8" GYPSUM BOARD ON 1-1/2" METAL CHANNELS SPACING 24" O.C. MAX HANGER WIRE SPACING @ 3'-0" O.C. 1 1/2" CHANNEL. SPACING @ 4'-0" O.C. (2) #10 S.M.S. @ 16" O.C. 5/8" GYPSUM BOARD AT WALL CERAMIC TILE WHERE OCCURS, REFER TO FINISH SCHEDULE 1" TYPE "S" DRYWALL SCREW @ 12" O.C. 5/8" GYPSUM BOARD CEILING TAPE JOINT FURRING CHANNELS @ 1'-4" O.C. FURRING CLIP OR 2 STRANDS OF NO. 18 GA TIE WIRE W/ 3 TIGHT TURNS @ END 1-1/2" MAIN RUNNER CHANNELS SPACED 4'-0" O.C. 3 TIGHT TURNS IN 1 1/2" HANGER WIRE @ 3'-0" O.C. 2"1' - 0" HANGER WIRE WITH SADDLE TIE (REQ'D FOR WIDTH GREATER THAN 1/4"). MIN. OF 3 TIGHT TURNS IN 1 1/2" 1/4" DIAMETER DRILLED HOLE EXISTING JOIST 2X WOOD BLOCKING TO MATCH EXISTING DEPTH W/ (2) 16d EA. END BRACING W/ SADDLE TIE (REQ'D FOR WIDTH GREATER THAN 1/4") - MIN. OF 4 TIGHT TURNS IN 1 1/2" 2" M I N NOTES: 1. BRACING WIRE SCREW MUST BE ALIGNED WITH WIRE. 2. DO NOT INSERT SCREW EYES PARALLEL TO LAMINATIONS. BRACING WIRE W/ MIN. OF 4 TIGHT TURNS IN 1 1/2" WOOD JOIST MA X . 3" 1/4" DIA. SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/4" MIN.) HANGER WIRE W/ MIN. OF 4 TIGHT TURNS IN 1 1/2" EQ EQ HANGER WIRE W/ SADDLE TIE (REQ'D FOR WIDTH GREATER THAN 1/4") - MIN. OF 3 TIGHT TURNS IN 1 1/2" 1/4" DIAMETER DRILLED HOLE EXISTING JOIST 2X WOOD BLOCKING TO MATCH EXISTING JOIST DEPTH W/ (2) 16d EA. END 2" M I N . CEILING FRAMING #12 GA VERTICAL HANGER WIRE @ 4'-0" O.C. CONNECTION TO STRUCTURE PER DETAIL AIR DIFFUSER DUCT WORK ABOVE CEILING. DO NOT ATTACH TO CEILING OR CEILING TO DUCTWORK. AIR DIFFUSER W/ (2) 12 GA HANGER WIRES @ ALTERNATE CORNERS TO THE STRUCTURE ABOVE. LIGHT FIXTURE W/ (2) 12GA. HANGER WIRES @ ALTERNATE CORNERS TO THE STRUCTURE ABOVE. PROVIDE ATTACHMENTS EA SIDE OF FIXTURE TO CEILING GRID (SEE NOTE 19 "LIGHT FIXTURES") 6 - 7 - 8 - 2 - 3 TURNS @ HANGER WIRE TYPICAL @ EACH END 4 TURNS @ BRACE WIRES TYP. @ EACH END FOR CONNECTION TO STRUCTURE SEE CONNECTION ON DETAILS 11/A-64.1 & 15/A-64.1 FOR CONNECTION TO STRUCTURE SEE CONNECTION ON DETAILS 11/A-64.1 & 12/A-64.1 HANGER WIRE BRACING WIRE 1 1/2" MAX. 10° TO 45° 3" M A X . 1/2" MAX. U.N.O. #12 GAGE WIRE #12 GAGE WIRE 1/ 2 " T Y P 1/2" TYP HANGER AND BRACING WIRE CONNECTION- TYPICAL WIRE TURNS 1/4" DIA. CLOSED SCREW EYE WITH 1-1/2" MIN. PENETRATION. ALIGN WITH BRACE WIRE BRACE WIRE WITH 4 TIGHT TURNS NOTE: (1) DO NOT INSERT SCREW EYES PARALLEL TO LAMINATIONS. (2) WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOM FLANGES, USE SCREW EYES w/ SUFFICIENT LENGTH TO AVOID DAMAGING THE FIRE RATED GYP. BOARD AND MEET MIN. PENETRATION.1" CLR. 1/4" DIA. SCREW EYE WITH 1-1/2" MIN. PENETRATION. ALIGN WITH BRACE WIRE BRACE WIRE WITH 4 TIGHT TURNS NOTE: (1) DO NOT INSERT SCREW EYES PARALLEL TO LAMINATIONS. (2) WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOM FLANGES, USE SCREW EYES w/ SUFFICIENT LENGTH TO AVOID DAMAGING THE FIRE RATED GYP. BOARD AND MEET MINIMUM PENETRATION. BLOCKING PER 29/SW-3.0 TYP. FIT BETW. ROOF RAFTERS ROUGH OPENING EXHAUST FAN W/ PREFAB CURB SUPPLIED W/ E.F. SEE MECH DWGS. FLASHING PER SINGLE MEMBRANE ROOFING SYSTEM, PER MANUF. RECOMMENDATION 1" CLR.1" CLR. RUN (N) BASE FLASHING UP CURB, TIE INTO (E) ROOF 5/8" TYPE "X" GYP. BD. @ EA. SIDE (N) EXCH. DUCT THRU ROOF ROOF INSUL, TYP. 1-1/2" HAT CHANNEL C-40 BEVELED EDGE TECTUM CEILING PANEL REFER TO 09 84 00 FOR ADDITIONAL INFORMATION OCF 2-1/2" (R-8) NOISE BARRIER BATTS OR EQUAL #9 x 1-1/2 IN. FASTENER SCREWS BRIDGING OR FULL DEPTH JOIST BLOCKING WITHIN 24" OF BRACING WIRE CONNECTION. PLYWOOD FLOOR/ROOF SHEATHING CEILING BRACING WIRE ATTACHED TO JOIST BOTTOM FLANGE. SEE DET. 16/A-64.1 FOR HANGER & BRACING WIRE CONNECTION BELOW WOOD I-JOIST ADD 2-1/2" X 20 GA. STUD* w/ (1) #10 X 1" WOOD SCREW TO EACH OF 3 JOISTS. PLACE STUD FLAT AND WITHIN 6" OF BRACING WIRE. *ALTERNATE: 2 X 4 FLAT w/ 1-10d OR 1-#10 X 3" SCREW TO EACH OF 3 TRUSS BOTTOM FLANGES SEE DETAIL 13/A-64.1 FOR BRACE WIRE CONN. TO WOOD I-JOIST 1/4" DIA. CLOSED SCREW EYE WITH 1-1/2" MIN. PENETRATION AT BOTTOM FLANGE PE N E T R A T I O N 1- 1 / 2 " M I N . DET. 16/A64.1 1" MINIMUM. NOTE: (1) WHEN FIRE RATED GYP. BOARD IS INSTALLED ON THE BOTTOM FLANGES, USE SCREW EYES W/ SUFFICIENT LENGTH TO AVOID DAMAGING THE FIRE RATED GYP. BOARD AND MEET MIN. PENETRATION. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 07/08/24 A64.4 CEILING & OPENING DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 CEILING NOTES (SUSPENDED GYP. BD.) 3/4" = 1'-0"2GYP. CEILING FRAMING 1 1/2" = 1'-0"3ALTERNATE GYP. CEILING 1/2" = 1'-0"5SADDLE TIE 1 1/2" = 1'-0"4SUSP. GYP. CEILING @ STUD WALL 3" = 1'-0"6HANGER/BRACING WIRE AT ROOF 3" = 1'-0"7HANGER/BRACING WIRE (EYE SCREW) 3" = 1'-0"8HANGER WIRE @ WD. JOIST 1 1/2" = 1'-0"9CEILING FIXTURE BRACING 3" = 1'-0"11HANGER & BRACING WIRE CONN. 1 1/2" = 1'-0"12BRACE WIRE CONN. TO WOOD I-JOIST 1 1/2" = 1'-0"14BRACE WIRE CONN. TO WOOD JOIST 1 1/2" = 1'-0"16EXHAUST DUCT THRU ROOF 3" = 1'-0"15DIRECT ATTACH TECTUM CEILING 1 1 1/2" = 1'-0"13BRACE WIRE CONN. TO WOOD JOIST OMIT 1 1/2" = 1'-0"10HANGER WIRE CONN. TO WOOD I-JOIST OMIT DESCRIPTION DATE 1 ASI #01 04/09/25 1 AV INPUT/OUTPUT PANEL CAMERA, WALL-MOUNTED SPEAKER, WALL-MOUNTED CAMERA, CEILING-MOUNTED MICROPHONE, CEILING FLUSH-MOUNTED SPEAKER, CEILING FLUSH-MOUNTED TV DISPLAY BACKBOX; COORDINATE WITH ARCHITECTURAL DRAWINGS PROJECTOR, CEILING-MOUNTED THREE-SERVICE (POWER-DATA-AV) IN-FLOOR BOX; PROVIDE DEVICES PER PLAN. SEE ELECTRICAL PLANS AND SPECIFICATIONS FOR MORE INFORMATION. ASSISTIVE LISTENING ANTENNA/RADIATOR VIDEO SCREEN UP/DN SWITCH 1.LOUDSPEAKER SPEAKER CABLE, 70-VOLT DISTRIBUTION, PLENUM RATED 2-CONDUCTOR, 16 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 2.STADIUM LOUD SPEAKER CABLE SHALL BE 8/2 AWG OR 10/2 AWG RATED FOR WATER IMMERSION OR AS SPECIFIED : WEST PENN, BELDEN OR EQUAL 3.LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 12 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 4.LOUDSPEAKER CABLE, PLENUM RATED 2-CONDUCTOR, 14 AWG, UNSHIELDED PAIR: WEST PENN, BELDEN OR EQUAL. 5.ANALOG MICROPHONE/LINE LEVEL INSTALLATION CABLE, 22 AWG CONDUCTOR, JACKETED, SHIELDED, TWISTED-PAIR, PLENUM RATED: WEST PENN, BELDEN OR EQUAL. 6.PRE-TERMINATED HDMI, DVI DISPLAY PORT CABLES: EXTRON, OR EQUAL. (NOTE, CABLES MUST BE RATED FOR HDMI 2.0 SPECIFICATIONS OR BETTER, CAPABLE OF PASSING UHD AND 4K RESOLUTION AT DISTANCES LESS THAN 35' WITHOUT AN ACTIVE EQUALIZER.) 7.DIGITAL VIDEO SWITCHER, EXTRON XTP/DTP 24, OR CRESTRON ULTRA SHIELDED TWISTED PAIR CABLE. . WITH EXTRON OR CRESTRON ONLY SHIELDED RJ-45 CONNECTORS. 8.CONTROL SYSTEM DEVICE CONTROL (RS232, RELAY OR CONTACT CLOSURE): (DUAL 22 AWG SHIELDED TWISTED PAIRS W ITH INDIVIDUAL DRAIN WIRES, EACH PAIR IS COLOR-CODED RED/BLACK AND GREEN/WHITE TO SIMPLIFY IDENTIFICATION.) PLENUM RATED: WEST PENN, BELDEN OR EQUIVALENT. 9.DATA NETWORK: PLENUM-RATED CATEGORY 6, SEE STRUCTURED CABLING SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 10.SERIAL DIGITAL INTERFACE CABLE RG6, 75 OHM COAXIAL CABLE BELDEN 4694R OR EQUAL. 11.FIBER, OM4. MM, 50 MICRON WITH LC CONNECTIONS PER EXTRON OR CRESTRON SPECIFICATIONS. FIBER, SINGLE MODE. PROVIDE CONNECTORS AS SHOWN. PROVIDE PLENUM RATED CABLE FOR ALL CABLE WHERE REQUIRED BY CODE. PROVIDE CABLE RATED FOR WATER IMMERSION AS REQUIRED OR AS SPECIFIED 12.ANY CABLE CHANGES OR SUBSTITUTIONS MUST BE SUBMITTED AND APPROVED PRIOR TO INSTALLATION. NON-COMPLIANT CABLE THAT HAS BEEN INSTALLED WITHOUT APPROVAL SHALL BE REPLACED AT THE CONTRACTOR EXPENSE. 1.PROVIDE PORTABLE OR PERMANENT ASSISTIVE LISTENING SYSTEMS BY LISTEN TECHNOLOGIES OR EQUIVALENT AS SPECIFIED HEREIN. 2.SEE SPECIFICATION SECTION 274116 FOR MORE INFORMATION. 3.ALS SYSTEM SHALL PROVIDE AMPLIFICATION WITHIN A ROOM FOR INDIVIDUALS WITH NORMAL HEARING AND FOR THOSE WITH MINIMUM TO MILD HEARING LOSS IN 10 TO 25 dB RANGE. 4.THE RECEIVERS SHALL BE ABLE TO AMPLIFY THE SPEAKER'S VOICE 20 dB ABOVE ROOM NOISE. THEY SHALL HAVE AN AUXILIARY INPUT JACK TO BROADCAST EXTERNAL SOUNDS FROM AN AUDIBLE DEVICE OR TELEVISION. THE RECEIVERS SHALL HAVE AN AUXILIARY VOLUME CONTROL TO CONTROL THE SOUND LEVEL OF INPUT RECEIVED FROM EXTERNAL SOURCES. THE UNITS SHALL HAVE AN FM VOLUME CONTROL TO ALLOW FOR ADJUSTMENT OF THE SOUND LEVEL OF THE FM SIGNAL RECEIVED FROM THE WIRELESS TRANSMITTER. THE RECEIVER MUST HAVE A TONE CONTROL TO ADJUST THE FREQUENCY RESPONSE FOR A VARIETY OF USERS AND LISTENING ENVIRONMENTS. THEY SHALL HAVE COLOR-CODED SPEAKER OUTPUT TERMINALS AND MUST BE CAPABLE OF RECEIVING ANY OF 40 FCC AND INDUSTRY CANADA APPROVED NARROW BAND CHANNEL IN THE 72 TO 76 MHz RANGE. 5.PROVIDE TRANSMITTERS AND RECEIVERS WITH RECHARGEABLE BATTERIES. 6.LISTENING ACCESSORIES AND CHARGING UNITS EQUAL TO 4% OF THE TOTAL SEATING OF ALL CLASSROOMS BUT NO LESS THAN A QUANTITY OF TWO PER CLASSROOM, LA-323 OR LA-325 AS REQUIRED. 25% OF ALL RECEIVERS TO BE HEARING AID COMPATIBLE. REFER TO ARCHITECTURAL FLOOR PLANS FOR MINIMUM OCCUPANCY SEATING. NUMBER OF TRANSMITTERS SHALL ACCOMMODATE REQUIRED NUMBER OF RECEIVERS. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PJ C M S ANNOTATIONS X X-X 2 1.ELECTRICAL CONTRACTOR SHALL PROVIDE ALL CONDUIT. JUNCTION BOXES, CABLE TRAYS, COVER PLATES, PULL STRING, ENCLOSURES, FLOOR BOXES, POWER RECEPTACLES AND POWER CONNECTIONS IDENTIFIED IN THESE DRAWINGS AND SPECIFICATIONS. UNLESS OTHERWISE NOTED. 2.ALL JUNCTION BOXES IN WALLS AND CEILINGS SHALL BE FLUSH MOUNTED. CONDUITS SHALL BE CONCEALED UNLESS OTHERWISE NOTED. 3.ALL AUDIO-VISUAL CONDUIT RUNS SHALL BE CONTINUOUS FROM END TO END. NO CONDUIT RUNS SHALL EXCEED 100 FEET. ALL CONDUIT RUNS EXCEEDING 100 FEET MUST HAVE LARGE RADIUS BENDS. TOTAL BENDS PER RUN IS 360 DEGREES. 4.GENERAL CONTRACTOR SHALL PROVIDE STRUCTURAL SUPPORT FOR MOUNTING OF AUDIO-VISUAL EQUIPMENT PROVIDED BY OTHERS AT LOCATIONS DESIGNATED IN THESE DRAWINGS. THIS SHALL INCLUDE, BUT NOT BE LIMITED TO, BLOCKING FOR WALL MOUNTED DEVICES AND OVERHEAD SUPPORT FOR CEILING MOUNTED PROJECTORS AND PROJECTION SCREENS. 5.REFER TO ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS FOR SUPPORT DETAILS AND REQUIREMENTS. 6.DIMENSIONS ARE INDICATED ON AUDIOVISUAL DRAWINGS WHERE CRITICAL TO THE INSTALLATION AND PERFORMANCE OF THE AUDIOVISUAL DEVICES. WHERE INFORMATION AND REQUIREMENTS CONFLICT WITH SPECIFICATIONS AND DESIGNS DELINEATED ELSEWHERE, THE GENERAL CONTRACTOR SHALL IMMEDIATELY BRING SUCH CONFLICTS TO THE ATTENTION OF THE ARCHITECT. 7.THE ARCHITECTURAL, FURNITURE AND FINISH CONFIGURATIONS ILLUSTRATED ON THE AUDIOVISUAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO THE ARCHITECTURAL DRAWINGS FOR SPECIFICATIONS AND REQUIREMENTS. 8.ALL EQUIPMENT INSTALLATION AND MOUNTING DETAILS PROVIDED IN THE AUDIO-VISUAL DRAWINGS ARE FOR REFERENCE ONLY. REFER TO ARCHITECTURAL AND ENGINEERING DRAWINGS FOR SPECIFIC REQUIREMENTS. 9.DATA/COMMUNICATION OUTLETS AND POWER OUTLETS ARE SHOWN FOR REFERENCE ONLY. REFER TO THE TELECOMMUNICATION DRAWINGS FOR EXACT LOCATION OF THE DATA/COMMUNICATION OUTLETS AND TO THE ELECTRICAL DRAWINGS FOR THE EXACT LOCATION OF THE POWER RECEPTACLES. 10.CEILING MOUNTED SPEAKER ENCLOSURES SHALL BE SUPPORTED FROM OVERHEAD STRUCTURE. DO NOT HANG SPEAKER ENCLOSURES FROM FINISHED CEILING. 11.GENERAL CONTRACTOR SHALL PROVIDE PULL STRINGS IN ALL CONDUIT SPECIFIED IN AUDIO-VISUAL DRAWINGS. GENERAL CONTRACTOR SHALL LABEL ALL AUDIO-VISUAL JUNCTION BOXES WITH DESIGNATED BOX ID NUMBER (E.G., AV100). 12.GENERAL CONTRACTOR SHALL PROVIDE BLANK COVER PLATES AT ALL AUDIO-VISUAL JUNCTION BOXES. VERIFY ALL DEVICE PLATE FINISHES WITH ARCHITECT. COORDINATE MOUNTING HEIGHTS AND LOCATIONS OF ALL AUDIOVISUAL JUNCTION BOXES AND DEVICES WITH ARCHITECT. 13.SOME JUNCTION BOXES AND ENCLOSURES SPECIFIED IN AUDIO-VISUAL DRAWINGS MAY BE DEEPER THAN STANDARD WALL DEPTH. COORDINATE WITH MANUFACTURER AND/OR ARCHITECT TO VERIFY INSTALLATION REQUIREMENTS AND DETAILING. 14.WHERE SPECIFIED, LOW VOLTAGE CONTROL INTERFACE ELECTRONICS SHALL BE PROVIDED TO ENABLE OPERATION OF LINE VOLTAGE DEVICES (E.G., PROJECTION SCREENS, LIGHTING, WINDOW COVERINGS) VIA THE AUDIO=VISUAL CONTROL SYSTEM. PROVIDE SERIAL DIGITAL (E.G., RS232) INTERFACE CONTROL WHERE AVAILABLE WHERE MORE THAN ONE CONDUIT TERMINATES IN A JUNCTION BOX THE ELECTRICAL CONTRACTOR SHALL LABEL EACH CONDUIT IN A MANNER ALLOWING IDENTIFICATION OF CONDUITS AFTER WALL FINISHES ARE APPLIED. 15.AUDIO-VISUAL INFRASTRUCTURE DIAGRAM IDENTIFY SIGNAL CABLE CONTAINMENT REQUIREMENTS ONLY. AUDIOVISUAL CABLING AND SPECIALTY CONNECTOR PLATES ARE BY AUDIO-VISUAL CONTRACTOR. 16.ALL CONDUITS SPECIFIED SHALL BE EMT OR RIGID TYPE. FLEXIBLE CONDUITS MAY BE USED IN RUNS OF 72" OR LESS. FLEXIBLE CONDUITS SHALL NOT BE ALLOWED WHERE ACCESS CANNOT BE PROVIDED TO THE FULL LENGTH OF THE CONDUIT RUN. 17.GENERAL CONTRACTOR TO INSTALL PROJECTION SCREEN HOUSING FOR ALL FUTURE PROJECTION SCREEN LOCATIONS. U.O.N. 18.DEVICE MOUNTING HEIGHT IS TO THE CENTER, UON. 19.POWER RECEPTACLES ARE SHOWN FOR COORDINATION ONLY. REFER TO THE ELECTRICAL DRAWINGS FOR COMPLETE POWER LAYOUT AND CIRCUITING. 20.WHERE SHOWN A TECHNICAL GROUND IS REQUIRED (TGS). PROVIDE AN INSULATED GROUND CONDUCTOR ISOLATED FROM THE BACK BOX/CONDUIT SYSTEM. THIS GROUND CONDUCTOR WILL ONLY BE TERMINATED AT THE ELECTRICAL PANEL'S DEDICATED TGS GROUND BUSS. NO OTHER GROUNDS SHALL BE TERMINATED AT THIS TGS GROUND BUSS. LABEL TGS RECEPTACLE WITH THE TGS DESIGNATION AND CIRCUIT NUMBER. WIRE TYPE AUDIO, VIDEO, CONTROL CABLES SCHEDULE GENERAL NOTES: DETAIL CALLOUT, "x" INDICATES DETAIL NUMBER "AVx-xx" INDICATES SHEET NUMBER. PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED. 4 REVISION REFERENCE. KEYNOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED.4.XXX AV SYMBOLS ASSISTIVE LISTENING SYSTEM NOTE: 9 COMMUNICATIONS PATHWAYS 1.CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° 2.BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. 3.CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR 4.LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. 5.TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHES TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. 6.FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING 7.BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS 8.THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. AV C S TV AL TOUCH PANEL AV CONTROL, WALL-MOUNTEDTP SS RESPONSIBILITY MATRIX 1 ID MODEL MANUFACTURER DESCRIPTION UNITS PROJ-1 EB-PU1008W EPSON CEILING-MOUNTED PROJECTOR, WHITE 1 MNT-1 CMS492C CHIEF 2' x 2' ABOVE-CEILING STORAGE BOX W/ COLUMN DROP 1 SCRN-1 29901LS DA-LITE 133" CEILING-MOUNTED PROJECTION SCREEN (MOTORIZED) 1 WPD-1 SOLSTICE POD MERSIVE BYOD WIRELESS SHARING DEVICE 1 I/O-1 DM-TX-4KZ-100-C-1G-W-T CRESTRON 1-GANG DECORA STYLE HDMI WALL PLATE, WHITE (FOR WALL) 1 I/O-2 DM-TX-4KZ-100-C-1G-B-T CRESTRON 1-GANG DECORA STYLE HDMI WALL PLATE, BLACK (FOR FLOOR BOX) 1 I/O-3 TBD PANELCRAFTERS 1-GANG PLATE FOR AUDIO CONNECTION TO PORTABLE ALS 1 I/O-4 DM-RMC-4KZ-SCALER-C CRESTRON AV-OVER-CAT6 RECEIVER W/ SCALER 1 AVSW-1 DMPS3-4K-250-C CRESTRON AV SWITCHER WITH BUILT-IN CONTROL PROCESSOR 1 WMS-1 SHURE ULX-D 124/85 SHURE WIRELESS MICROPHONE SYSTEM 1 M-1 MXA920 SHURE 2'x2' FLUSH-MOUNTED BEAMFORMING MIC ARRAY 1 S-1 AD-C4T-LP QSC FLUSH-MOUNTED CEILING SPEAKER 6 AMP-1 SPA2-100 QSC 100W 70V AUDIO AMPLIFIER 1 TP-1 TSW-770-W-S CRESTRON WALL-MOUNTED 7" TOUCH CONTROL PANEL 1 CAM-1 RALLY CAMERA LOGITECH 4K PTZ CAMERA (WALL MOUNT INCL'D) 1 TP-1 LOGITECH SWYTCH LOGITECH BYOM "PLUG-AND-DISPLAY" LAPTOP LINK 1 TP-1 LOGITECH TAP LOGITECH MEETING ROOM TOUCH CONTROLLER 1 AVNS-1 GS308PP NETGEAR 8-PORT NETWORK SWITCH WITH PoE 1 TBD TBD LECTERN WITH CABLE CUBBY, GOOSENECK MIC, AND AV RACK RAILS 1 PDU-1 PL-PRO DMC FURMAN RACK MOUNTED POWER SUPPLY 1 PSU-1 NPAC-120-4 LYNTEC RACK MOUNTED POWER SEQUENCER 1 ID MODEL MANUFACTURER DESCRIPTION UNITS DISP-1 QE85T SAMSUNG 85" COMMERCIAL DISPLAY 1 MNT-1 BT8225 B-TECH ARTICULATING MOUNT 1 MNT-2 PAC527L CHIEF 14"x21" IN-WALL STORAGE BOX 2 WPD-1 SOLSTICE POD MERSIVE BYOD WIRELESS SHARING DEVICE 1 I/O-1 WPD-160 EXTRON 1-GANG WALL PLATE W/ HDMI & USB, WHITE 1 I/O-2 TBD PANELCRAFTERS 1-GANG PLATE FOR AUDIO CONNECTION TO PORTABLE ALS 1 DL-PLUSB3.1AAF-008M LIBERTY AV USB 3.x/2.0 A-AF ACTIVE OPTICAL PLENUM CABLE, 26.24' (8 METERS) 1 HALO-HCP08M LIBERTY AV HDMI ACTIVE OPTICAL PLENUM CABLE, 26.24' (8 METERS) 1 PROC-1 RMC4 CRESTRON COMPACT CONTROL PROCESSOR 1 TP-1 TSW-770-W-S CRESTRON WALL-MOUNTED 7" TOUCH CONTROL PANEL 1 AVNS-1 GS308PP NETGEAR 8-PORT NETWORK SWITCH WITH PoE 1 ID MODEL MANUFACTURER DESCRIPTION UNITS ALS-1 LS-88-01 LISTEN ASSISTIVE LISTENING SYSTEM, PORTABLE 2 TRANSMITTER/RADIATOR COMBO W/ TRIPOD (INCL'D) 2 IR BODYPACK RECEIVER 4 EAR PHONE/NECK LOOP LANYARD, FOR THOSE W/ HEARING AIDS (INCL'D)4 EAR SPEAKER, FOR THOSE W/O HEARING AIDS (INCL'D) 4 OMNIDIRECTIONAL TABLE MIC (INCL'D) 2 4-PORT USB CHARGER FOR BODYPACK RECEIVER 2 CARRYING CASE 2 ID MODEL MANUFACTURER DESCRIPTION UNITS DISP-1 QB65R SAMSUNG 65" COMMERCIAL DISPLAY 1 MNT-1 TS525TU CHIEF ARTICULATING MOUNT 1 MNT-2 TA500 CHIEF 34"x22" IN-WALL BOX FOR TS525TU 1 TAS1 CHIEF 1" SPACER KIT FOR TA500 1 CSPBPTA CHIEF STORAGE PANEL FOR TA500 1 WPD-1 SOLSTICE POD MERSIVE BYOD WIRELESS SHARING DEVICE 1 I/O-1 WPD-160 EXTRON 1-GANG WALL PLATE W/ HDMI & USB, WHITE 1 I/O-2 TBD PANELCRAFTERS 1-GANG PLATE FOR AUDIO CONNECTION TO PORTABLE ALS 1 DL-PLUSB3.1AAF-008M LIBERTY AV USB 3.x/2.0 A-AF ACTIVE OPTICAL PLENUM CABLE, 26.24' (8 METERS) 1 HALO-HCP08M LIBERTY AV HDMI ACTIVE OPTICAL PLENUM CABLE, 26.24' (8 METERS) 1 UCSB-1 RALLY BAR LOGITECH ALL-IN-ONE UC SOUNDBAR 1 MNT-3 952-000044 LOGITECH VESA-COMPATIBLE MOUNTING KIT FOR RALLY BAR 1 TP-1 LOGITECH SWYTCH LOGITECH BYOM "PLUG-AND-DISPLAY" LAPTOP LINK 1 TP-1 LOGITECH TAP LOGITECH MEETING ROOM TOUCH CONTROLLER 1 AVNS-1 GS308PP NETGEAR 8-PORT NETWORK SWITCH WITH PoE 1 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 04/09/2025 AV0.1 AUDIOVISUAL LEAD SHEET 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25SCALE: 1/8" = 1'-0"1 AV - NOTE PAGE AV SHEET INDEX Sheet Number Sheet Name AV0.1 AUDIOVISUAL LEAD SHEET AV1.1 AUDIOVISUAL FLOOR PLAN AV2.1 AUDIOVISUAL RCP AV4.1 AUDIOVISUAL ENLARGED PLAN - MULTIPURPOSE ROOM AV4.2 AUDIOVISUAL ENLARGED PLAN - INNOVATION CENTER AV4.3 AUDIOVISUAL ENLARGED PLAN - MEDIA CENTER AV52.1 AUDIOVISUAL DETAILS AV52.2 AUDIOVISUAL BLOCK DIAGRAMS SCALE: 12" = 1'-0"2 EQUIPMENT LIST, MPR SCALE: 12" = 1'-0"3 EQUIPMENT LIST, INNOVATION CENTER SCALE: 12" = 1'-0"5 EQUIPMENT LIST, PORTABLE ALS SCALE: 12" = 1'-0"4 EQUIPMENT LIST, MEDIA CENTER AV ROOM SCHEDULING PANELS X AV CABLE CUBBY / TABLES OR CASEWORK (CUTOUT BY OTHERS)X MISC. AV CUSTOM BACK BOXES FOR AV SYSTEMS X INSTALLED BY G.C. AV STANDARD BACK BOXES, CONDUITS, AND PATHWAY FOR AV SYSTEMS X PROVIDED & INSTALLED BY G.C. AV BACKING, BLOCKING, AND OTHER STRUCTURAL SUPPORTS X PROVIDED & INSTALLED BY G.C. AV AV CABLING AND TERMINATIONS X AV AV EQUIPMENT RACK X RACKS, CABLING & INFRASTRUCTURE AV NETWORK SWITCHES FOR AV SYSTEMS X AV AV CONTROL PANELS X CONTROL SYSTEMS AV ASSISTIVE LISTENING SYSTEMS (ALS)X AV SPEAKERS CONNECTED TO A ROOM-BASED AV SYSTEM X AUDIO SYSTEMS AV DIGITAL SIGNAGE / VIDEO WALL CONTENT X AV CONTENT DEVICE / MEDIA PLAYER X AV AV INPUT AND AV OUTPUT PANELS X AV COMPUTERS DIRECTLY CONNECTED TO THE AV SYSTEM X VIDEO SYSTEMS AV PROJECTION SCREENS X PROVIDED & INSTALLED BY G.C. AV MOUNTS, PROJECTORS, FLAT PANEL DISPLAYS, AND VIDEO WALLS X DISPLAYS DISP DEVICE OFOI OFCI CFCI CFOI NOTES 1 1 1 1 1 1 TPAV 2 AV 22 2 2 2 SS 1G C S S S S S S AV4.1 3 4 4.103 4.104 4.101 4.111 4.102 4.105 TYP. 17' - 5 5/32" 4.103 4.104 1' - 6 " 3' - 8 " 4.111 2' - 8 1 / 2 " THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 04/09/2025 AV4.1 AUDIOVISUAL ENLARGED PLAN - MULTIPURPOSE ROOM 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 SCALE: 1/4" = 1'-0"1 AUDIOVISUAL ENLARGED PLAN - MULTIPURPOSE ROOM SCALE: 1/4" = 1'-0"2 AUDIOVISUAL ENLARGED RCP - MULTIPURPOSE ROOM SCALE: 1/2" = 1'-0"3 MULTIPURPOSE ROOM NORTH AV ELEVATION SCALE: 1/2" = 1'-0"4 MULTIPURPOSE ROOM WEST AV ELEVATION KEYNOTES 4.101 RECESSED FLOOR BOX WITH QUAD POWER, DUPLEX DATA AND 2-GANG OPENING FOR AV; DEDICATED 1-1/4" CONDUIT SHALL BE RUN FROM AV COMPARTMENT IN FLOOR BOX AND STUB UP NEAREST WALL TO ACCESSIBLE CEILING SPACE 4.102 133" (16:9) DIAGONAL IN-CEILING PROJECTION SCREEN; ELECTRICAL CONTRACTOR TO PROVIDE 110V 15A HARDWIRED POWER AND CONNECT TO LOW-VOLTAGE CONTROLLER (BUILT INTO SCREEN CASE), AS WELL AS SEPARATE 3/4" CONDUIT TO LOW-VOLTAGE SCREEN SWITCH IN WALL (LOCATION AS SHOWN ON DRAWINGS) 4.103 AV INPUT PLATE (FOR HDMI AND PORTABLE ALS CONNECTIONS); PROVIDE 2-GANG MUD RING @ 18" AFF WITH 1-1/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING 4.104 AV TOUCH PANEL; PROVIDE 2-GANG MUD RING @ 46" AFF WITH 1-1/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING 4.105 FLUSH-MOUNTED CEILING SPEAKER (TYP.); NO CONDUIT REQUIRED FOR SPEAKERS IN ACCESSIBLE CEILING AREAS 4.111 LOW-VOLTAGE SCREEN SWITCH; PROVIDE 1-GANG MUD RING @ 48" AFF WITH 3/4" CONDUIT TO LOW-VOLTAGE CONTROL (LVC) INTERFACE IN PROJECTION SCREEN CASE 1 2 2 TV T V 2 2 2 66 2 AV AV TV AV TP AV4.2 3 6 4 5 4.109 4.109 4.103 4.107 1 4.104 4.109 3' - 6 " 30° 4.109 85" TV THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 04/09/2025 AV4.2 AUDIOVISUAL ENLARGED PLAN - INNOVATION CENTER 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 SCALE: 1/4" = 1'-0"1 AUDIOVISUAL ENLARGED PLAN - INNOVATION CENTER SCALE: 1/4" = 1'-0"2 AUDIOVISUAL ENLARGED RCP - INNOVATION CENTER SCALE: 1/2" = 1'-0"3 INNOVATION CENTER NORTH AV ELEVATION SCALE: 1/2" = 1'-0"4 INNOVATION CENTER EAST AV ELEVATION SCALE: 1/2" = 1'-0"5 INNOVATION CENTER SOUTH AV ELEVATION SCALE: 1/2" = 1'-0"6 INNOVATION CENTER WEST AV ELEVATION KEYNOTES 4.103 AV INPUT PLATE (FOR HDMI AND PORTABLE ALS CONNECTIONS); PROVIDE 2-GANG MUD RING @ 18" AFF WITH 1-1/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING 4.104 AV TOUCH PANEL; PROVIDE 2-GANG MUD RING @ 46" AFF WITH 1-1/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING 4.107 85" WALL-MOUNTED DISPLAY; INSTALL PER DETAIL 3 ON AV52.1 WITH ARTICULATING MOUNT ON CENTER, AND LARGE IN-WALL STORAGE BOX (CHIEF PAC527L) TO THE LEFT AND RIGHT OF THE MOUNT. EACH OF THE (2) IN-WALL BOXES SHALL HAVE DUPLEX POWER & DUPLEX DATA OUTLETS MOUNTED DIRECTLY TO THE 1-GANG KNOCKOUTS, AND (1) DEDICATED 1-1/4" CONDUIT STUBBED UP (INSIDE WALL) TO ACCESSIBLE CEILING SPACE. 4.109 AV PLATE FOR MOBILE DISPLAY CART CONNECTIONS; PROVIDE 2-GANG MUD RING @ 18" AFF WITH 1-1/4" CONDUIT STUBBED UP TO ACCESSIBLE CEILING 1 4 CR REX MX EL ED WAP WAPWAP DC ACP ET EP SA THREE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. SINGLE SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. TWO SERVICE IN FLOOR BOX. PROVIDE DEVICES PER PLAN. SEE FLOOR BOX DETAILS AND SPECIFICATIONS FOR MORE INFORMATION. FLOOR BOX / SPECIALTY WALL BOX / IN-GRADE BOX SYMBOLS GROUNDGRD PA PUBLIC ADDRESS UNDERGROUND PULL SECTION VOLTAGE DROP UNINTERRUPTABLE POWER SYSTEM TRANSFORMER VARIABLE AIR VOLUME SHORT CIRCUIT CURRENT TRANSIENT VOLTAGE SURGE STRUCTURED CABLING SYSTEM ROOT MEAN SQUARE RECEPTACLE WEATHERPROOF UNLESS OTHERWISE NOTED VOLT AMPERES RIGID GALVANIZED STEEL 600 VOLTS AND LESS TELEPHONE AND DATA REFRIGERATOR VD U.P.S. or UPS XFMR VAV VA V W WP VOLTS WIRE U.G.P.S. SCC T.V.S.S. SCS RMS REF RGS SQ. TV TC TEL/DATA U.O.N. TYP REC, RECEPT SECONDARY SQUARE TYPICAL TELEVISION TIMECLOCK MERCURY VAPOR POWER DISTRIBUTION UNIT POLY VINYL CHLORIDE PLUMBING CONTRACTOR PERCENT IMPEDANCE NOT TO SCALE NATIONAL ELECTRICAL MINIMUM CIRCUIT AMPS MOTOR CIRCUIT PROTECTOR NON AUTOMATIC DISCONNECT MANUFACTURER THOUSAND CIRCULAR MILS MOTOR CONTROL CENTER METAL HALIDE POTENTIAL TRANSFORMER FURNISH, INSTALL AND CONNECT OVER 600 VOLTS NORMALLY OPENED NORMALLY CLOSED NOT IN CONTRACT OWNER FURNISHED, CONTRACTOR PDU PVC P.C. %Z N.T.S. OFCI NL NO. or # PC PH. or ø PRIMARY PT PROVIDE P POLE NUMBER PHASE PHOTOCELL NIGHT LIGHT NEMA MCA MIN. MCP MCC MCM NEC MTD MW MFR. MH NO NC NF NIC MOUNTED MICROWAVE NON-FUSED MINIMUM MECHANICAL CONTRACTOR MAXIMUM OVERCURRENT PROTECTION KILOWATT HOUR GROUND FAULT CIRCUIT INTERRUPTER GROUND FAULT PROTECTION GROUNDING ELECTRODE CONDUCTOR HEATING AIR CONDITIONING LONG CONTINUOUS LOAD KILOVOLT AMPERES HIGH PRESSURE SODIUM ISOLATED GROUND JUNCTION BOX DEGREE KELVIN HIGH INTENSITY DISCHARGE HEIGHT, WIDTH, DEPTH, LENGTH HAND-OFF-AUTO HORSEPOWER LOW PRESSURE SODIUM MAIN CIRCUIT BREAKER MAIN LUGS ONLY HEATING, VENTILATING AND AIR M.C. MOCP M/M M KWH LCL KW KVA LPS MAX. MCB MV MLO MAXIMUM METER MAIN METER KILOWATT GFCI GFP GE or GEC HACR HOA HVAC H.,W.,D.,L. HPS HP HID I/G JBOX K IN. or '' INCHES ANNOTATIONS AVERAGEAVG CURRENT TRANSFORMER CURRENT LIMITING FUSE CONTROL POWER TRANSFORMER CONDUIT ONLY, COMPLETE WITH CIRCUIT BREAKER COMBINATION SMOKE FIRE DAMPER CURRENT LIMITING CIRCUIT BREAKER DISTRIBUTION ENERGY MANAGEMENT CONTROL SYSTEM ELECTRICAL METALLIC TUBING ELECTRIC WATER COOLER ELECTRICAL NON-METALLIC TUBING ELECTRICAL CONTRACTOR EMERGENCY POWER OFF END-OF-LINE CIRCUIT TERMINATOR EQUIPMENT GROUND (GREEN) EXISTING DEVICE TO REMAIN EXPLOSION PROOF FULL LOAD AMPS EXHAUST FAN DIST EMS EMT ENT EWC E.C. E.P.O. E-O-L (E) EGC or EG or E/G EP FA or F.A. FLA FT or ' EF FEET FIRE ALARM C C.O. BR BLDG CB CIRC., CKT. CSFD DIA CT CLF CPT CLCB DISC CONN CONNECTED DIAMETER DISCONNECT CONDUIT BUILDING CIRCUIT BRANCH AMERICAN WITH DISABILITIES ACT 4" SQUARE BY 2-1/8" DEEP BOX ABOVE FINISH FLOOR AMPERES INTERRUPTING CAPACITY AMERICAN WIRE GAUGE AMP FRAME, AMP TRIP AMP SWITCH, AMP FUSE AUTOMATIC TRANSFER SWITCH ABOVE FINISH GRADE ABBREVIATIONS A.F.F. 4S/DP ADA AS/AF AF/AT A.I.C. or AIC AMP, A AWG ATS A.F.G. AMPERE DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. COMBINATION TELEPHONE AND DATA OUTLET BOX FLUSH MOUNTED IN CEILING - MOUNT FLUSH IN FLOOR WHEN INDICATED IN A FLOOR BOX SYMBOL. TELEPHONE / DATA SYMBOLS SFD SMOKE FIRE DAMPER NATS NATIONAL ELECTRICAL CODE AUTHORITY HAVING JURISDICTIONAHJ CEC CALIFORNIA ELECTRICAL CODE INTERMEDIATE DISTRIBUTION FRAMEIDF MAIN DISTRIBUTION FRAMEMDF BDF BUILDING DISTRIBUTION FRAME SHEET METAL AND AIR COND.SMACNA THOUSAND CIRCULAR MILSKCMIL CONTRACTOR'S NAT'L ASSOC. (SYMMETRICAL) CONDITIONING MANUFACTURER'S ASSOCIATION INSTALLED SUPPRESSION PULLSTRING REFRIGERATION DETAIL CALLOUT, "3" INDICATES DETAIL NUMBER "E-1" INDICATES SHEET NUMBER. PLAN NOTE REFERENCE, REFER TO NOTES ON SHEET, OR AS DIRECTED. REVISION REFERENCE. DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. COMBINATION TELEPHONE AND DATA OUTLET BOX, WALL MOUNTED 6-INCHES ABOVE COUNTER OR SPLASH. STUB A 1" C. TO NEAREST ACCESSIBLE CEILING AND PROVIDE A BUSHING. 4S/DP MINIMUM WITH SINGLE GANG RING. (R) (ER) DENOTES RELOCATED DEVICE EXISTING DEVICE TO BE RELOCATED (D)EXISTING DEVICE TO BE DEMOLISHED CBC CALIFORNIA BUILDING CODE LIGHTINGLTG, LTS LINEAR FEETLF, L.F. INTERNATIONAL BUILDING CODEIBCBJ BONDING JUMPER SSBJ SUPPLY SIDE BONDING JUMPER SBJ SYSTEM BONDING JUMPER MAIN BONDING JUMPERMBJ LOCATION. DIMMING PANEL CONTROL STATIOND.P.C.S. INTEGRATED DIMMING CONTROL PANELI.D.C.S. SHORT CIRCUIT CURRENT RATINGSCCR AVAILABLE FAULT CURRENTA.F.C. or AFC DISTRIBUTED ANTENNA SYSTEMDAS LOW VOLTAGELV TELECOMMUNICATIONS PATHWAYS AND GENERAL NOTES: INTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. WHEN INSTALLED AT ACCESSIBLE CEILING TILE LOCATIONS, PROVIDE WAP OUTLET ABOVE ACCESSIBLE CEILING TILE AND MOUNTED TO THREADED ROD ATTACHED TO STRUCTURE ABOVE. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI. EXTERIOR WIRELESS ACCESS POINT OUTLET DATA OUTLET(S) WITH FLUSH 4S DEEP BOX, WEATHERPROOF BLANK PLATE, AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON THE FLOOR PLANS. REFER TO FACEPLATE DETAILS FOR ADDITIONAL INFORMATION. WAP ELECTRONICS AND ANTENNA ARE CFCI. CONTRACTOR FURNISHED, CONTRACTORCFCI INSTALLED OWNER FURNISHED, OWNEROFOI INSTALLED FLUSH IN GRADE PULLBOX, SIZED PER N.E.C. OR AS NOTED. CONDUIT / PATHWAY / BACKBOARD SYMBOLS CONCEALED TELEPHONE/DATA CONDUIT RUN, 1- INCH CONDUIT (MIN) OR AS NOTED ON PLANS. SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS. D3 = 2" C.D2 = 1-1/2" C.D1 = 1-1/4" C. SURFACE MOUNTED, LOCKABLE TERMINAL CABINET WITH TERMINAL STRIPS AS REQUIRED. PAINTED TELEPHONE TERMINAL BACKBOARD SIZED AS NOTED, REFER TO TELECOM SYSTEM GROUND DETAIL. TELECOM GROUND BUS BAR, REFER TO TELECOM SYSTEM GROUND DETAIL AND SPECIFICATIONS. CONCEALED CONDUIT UNLESS OTHERWISE NOTED, SIZE AS NOTED ON PLANS CONDUIT CONCEALED BELOW GRADE, SIZE AS NOTED ON PLANS CONDUIT STUB OUT, PROVIDE A BUSHING ON BOTH ENDS CONDUIT CONTINUATION CONDUIT CONTINUATION DOWN WALL TO FLOOR BELOW CONDUIT CONTINUATION UP WALL TO FLOOR ABOVE SECURITY INTRUSION ALARM SYSTEM SYMBOLS RECESSED SECURITY ALARM DOOR CONTACT - SEE SPECIFICATIONS. CONCEALED SECURITY ALARM CONDUIT RUN, 3/4-INCH CONDUIT (MIN). SEE TABLE BELOW FOR CONDUIT SIZE VARIATIONS: SA4 = 2" C.SA3 = 1-1/2" C.SA1 = 1" C. SA2 = 1-1/4" C.SA = 3/4" C. ACCESS CONTROL SYSTEM TERMINAL CABINET COMPLETE WITH ALL DOOR CONTROLLERS, NETWORK MODULES, TERMINALS, MODULES, EXPANDERS, POWER SUPPLIES AND ASSOCIATED ENCLOSURES, ETCETERA., SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. CARD READER, WALL MOUNTED. STUB A 3/4"C TO NEAREST ACCESSIBLE CEILING AND PROVIDE BUSHING. PROVIDE FLUSH 4S/DP MINIMUM WITH SINGLE GANG RING. PROVIDE MULLION MOUNTED CARD READER WHEN REQUIRED. ELECTRIC POWER TRANSFER HINGE - PROVIDED BY DOOR HARDWARE CONTRACTOR. ELECTRIC HINGE - PROVIDED BY DOOR HARDWARE CONTRACTOR. INTEGRATED REQUEST TO EXIT SENSOR - PROVIDED BY DOOR HARDWARE CONTRACTOR. REQUEST TO EXIT MOTION SENSOR - SEE SPECIFICATIONS. ELECTRIFIED LOCKSET - PROVIDED BY DOOR HARDWARE CONTRACTOR. ELECTRIFIED PANIC HARDWARE - PROVIDED BY DOOR HARDWARE CONTRACTOR. HOMERUN CONDUIT TO LOCATION NOTED ON FLOOR PLANS D 2 3 E-1 10. 7. 6. 5. 4. 3. 2. 1.CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: 11. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. 12. CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH UNDERGROUND BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. 13. WHERE OPEN CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE SURFACE MOUNTED RACEWAY (CONDUIT). PROVIDE ALL SURFACE MOUNTED RACEWAY, CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 14. WHERE INACCESSIBLE CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT RACEWAY. PROVIDE ALL CONDUITS AND CONDUIT SLEEVES W HETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 9. 8. ALL PULL BOXES INSTALLED ON TOP OF ROOFS OR ATTACHED TO CANOPIES SHALL BE RATED NEMA-3R OR NEMA-4. PROVIDE QUANTITY AND SIZE OF PULL BOXES AS REQUIRED TO COMPLY WITH THESE GENERAL PATHWAY NOTES. PAINT BOXES TO MATCH SURROUNDING SURFACES. ALL CONDUITS INSTALLED ON EXTERIOR OF BUILDINGS AND CANOPIES SHALL BE GALVANIZED. PAINT ALL CONDUITS TO MATCH SURROUNDING SURFACES. 15. ALL CONDUITS EXPOSED TO VIEW (I.E.: OPEN CEILING SPACES) SHALL BE PAINTED TO MATCH SURROUNDING SURFACES. CONDUITS INSTALLED ABOVE HARD CEILINGS OR INACCESSIBLE CEILINGS ARE EXEMPT FROM PAINTING. 16. 17. PROVIDE SOUND STOP MATERIAL FOR ALL CONDUIT PENETRATIONS IN SOUND RATED WALL ASSEMBLIES. ELECTRICAL CONTRACTOR SHALL REFERENCE ALL E-SERIES, T-SERIES AND AV-SERIES SHEETS FOR ADDITIONAL CONDUIT REQUIREMENTS. PROVIDE ANY AND ALL CONDUIT SLEEVES AS MAY BE REQUIRED WHENEVER LOW VOLTAGE CONDUCTORS PASS THROUGH AN INTERIOR OR EXTERIOR WALL, FLOOR, OR ANY STRUCTURAL ASSEMBLY. PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES PER THE NEC AND ELECTRICAL SPECIFICATIONS. 18. 19. PORPB 1" 2" 3" 4" 4" 8" 12" 15" 16" 36" 48" 60" 3" 4" 5" 8" 2" 5" 6" 8" FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA 569 C TABLE 12. LATEST PUBLISHED EDITION. CONDUIT SIZE LENGTH DEPTHWIDTH WIDTH INCREASE PER ADDITIONAL CONDUIT WP H OR THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 04/09/2025 T0.1 TECHNOLOGY LEAD SHEET 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 SHEET INDEX Sheet Number Sheet Name T0.1 TECHNOLOGY LEAD SHEET T11.1 TECHNOLOGY DEMOLITION FLOOR PLAN T11.2 TECHNOLOGY FLOOR PLAN T40.3 TECHNOLOGY RCP T40.8 TECHNOLOGY ENLARGED PLANS T52.1 TECHNOLOGY DETAILS T52.2 TECHNOLOGY DETAILS T52.3 TECHNOLOGY BLOCK DIAGRAMS 1 1 1 J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 UP M J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 2 2 2 22 2 2 2 2 2 2 2 2 2 WAP W A P WAP 2 2 2 2 2 2 2 6 666 2 WAP 2 2 2 2 4 CR CR CR 22 2 2 2 22 2 2 2 CR CR CR CR 2 AV TP CR 2 2 2 2 2 2 2 2 2 A B C D E F 1 2 3 4 5 T40.8 1 6.111 6.109 6.110TYP TYP TYP D1 D1 D1 D1 D2 D2 D1 D2 D2 6.113 +84" A.F.F +84" A.F.F +84" A.F.F WP +84"A.F.G. D1 TO IDF 108, TYP 2 T52.2 1 T52.2 1,2 T40.8 3 T52.2 3 T52.2 3 T52.2 3 T52.2 3 T52.2 STORAGE 118 STAFF LOUNGE 121 COMMUNITY ROOM 110 STORAGE 117 MENS 116 WOMENS 115 VEST. 114 CUSTODIAL 113ELEC. RM 111 VEST. 112 CORRIDOR 106 STORAGE/SUPPLIES 105 CIRCULATION WORKROOM 107 INNOVATION CENTER 104 LOBBY 101 OPEN 133 OPEN 134 OPEN 131 OPEN 132 CORRIDOR 102 STAFF RESTROOM 123 LIBRARIAN 137 STAFF WORKROOM 122 CHILDREN'S STACKS 124 FAMILY RR 126 MEETING ROOM 130 MECHANICAL 136 6.117 IDF (108) 108 ACP TO IDF 108, TYP 6.121 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 T52.2 2 2 2 D2 D2 D1 D2 D2 D2 D1D2 D2 2 D1 D1 GENERAL NOTES: COMMUNICATIONS PATHWAYS 12. 7. 6. 5. 4. 3. 2. 1.CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER SIZE ADDITIONAL CONDUIT 1"4" 16" 3" 2" 2" 8" 36" 4" 5" 3"12" 48" 5" 6" 4" 15" 60" 8" 8" FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION. 13.CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. 8.WHERE OPEN CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE SURFACE MOUNTED RACEWAY (CONDUIT). PROVIDE ALL SURFACE MOUNTED RACEWAY, CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 9.WHERE INACCESSIBLE CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT RACEWAY. PROVIDE ALL CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 10.PROVIDE ANY AND ALL CONDUIT SLEEVES AS MAY BE REQUIRED WHENEVER LOW VOLTAGE CONDUCTORS PASS THROUGH AN INTERIOR OR EXTERIOR WALL, FLOOR, OR ANY STRUCTURAL ASSEMBLY. PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES PER THE NEC AND ELECTRICAL SPECIFICATIONS. 11.PROVIDE SOUND STOP MATERIAL FOR ALL CONDUIT PENETRATIONS IN SOUND RATED WALL ASSEMBLIES. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH UNDERGROUND BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. ALL PULL BOXES INSTALLED ON TOP OF ROOFS OR ATTACHED TO CANOPIES SHALL BE RATED NEMA-3R OR NEMA-4. PROVIDE QUANTITY AND SIZE OF PULL BOXES AS REQUIRED TO COMPLY WITH THESE GENERAL PATHWAY NOTES. PAINT BOXES TO MATCH SURROUNDING SURFACES. ALL CONDUITS INSTALLED ON EXTERIOR OF BUILDINGS AND CANOPIES SHALL BE GALVANIZED. PAINT ALL CONDUITS TO MATCH SURROUNDING SURFACES. ALL CONDUITS EXPOSED TO VIEW (I.E.: OPEN CEILING SPACES) SHALL BE PAINTED TO MATCH SURFACES. CONDUITS INSTALLED ABOVE HARD CEILINGS OR INACCESSIBLE CEILINGS ARE EXEMPT FROM PAINTING. ELECTRICAL CONTRACTOR SHALL REFERENCE ALL E-SERIES, T-SERIES AND AV-SERIES SHEETS FOR ADDITIONAL CONDUIT REQUIREMENTS. 14. 15. 16. 17. 18. 19. ACCESS CONTROL NOTES: 1. ALL ACCESS CONTROL DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. 8. CONTRACTOR TO ROUTE CONDUITS/ CONDUIT SLEEVES TO ACCESSIBLE CEILINGS SUCH THAT ACCESS CONTROL CABLING CAN BE ROUTED TOWARDS ACCESS CONTROL HARDWARE LOCATION. PROVIDE ANY ADDITIONAL SLEEVES/ CONDUIT/ FIRE RATED PENETRATIONS AS REQUIRED SUCH THAT ACCESS CONTROL CABLING PATHWAYS ARE NOT BLOCKED BY WALLS, CEILINGS OR OTHER OBSTRUCTIONS COORDINATE WITH ACCESS CONTRACTOR PRIOR TO ROUGH-IN. 2. IF DOOR IS PART OF A STAIRWELL SYSTEM, REFER TO STAIRWAY DOOR RELEASING SYSTEM DETAIL FOR ADDITIONAL REQUIREMENTS. 3. DOORS WITH OPPOSITE HAND SWINGS ARE MIRRORED VERSION OF THE DETAILS SHOWN ON THIS SHEET. SEE ARCHITECTURAL PLANS FOR CORRECT DOOR SWING AND CARD READER LOCATIONS. 4. ALL CONDUITS AND JUNCTION BOXES ARE SHOWN CONCEALED. SOME INSTALLATIONS MAY REQUIRE ROUTING CONDUITS UNDERGROUND AND/OR WITHIN TILT-UP CONCRETE PANELS, ETC. COORDINATE INSTALLATION WITH ALL OTHER TRADES AS REQUIRED. 5. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AS OUTLINED IN IBC/CBC 1008.1.9.8 FOR ALL ACCESS CONTROL DOORS AS REQUIRED. 6. CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AS OUTLINED IN IBC/CBC 1008.1.9.11 FOR INTERIOR STAIRWAY EGRESS DOORS AS REQUIRED. 7. ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS AND SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. 1 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 04/09/2025 T11.2 TECHNOLOGY FLOOR PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 2 ASI #2 6/11/25 SCALE: 1/8" = 1'-0"1 TECHNOLOGY FLOOR PLAN KEYNOTES 6.109 TYPICAL WALL MOUNT VOICE/DATA OUTLET. "#" REPRESENTS QUANTITY OF UTP STATION CONNECTORS IN FACEPLATE. EC TO PROVIDE 4" SQUARE BY 2-3/4" DEEP DEVICE BOX AND SINGLE DEVICE RING COMBINATION WITH MIN 1-INCH BUSHED EMT TO NEAREST ACCESSIBLE CEILING OR IDF/MDF U.O.N. REFER TO SHEET T52.1 TECHNOLOGY DETAILS FOR STATION CONNECTOR CONFIGURATION AND 1/T52.3 FOR ADDITIONAL INFORMATION. 6.110 VOICE/DATA OUTLET IN FLUSH FLOOR BOX WITH CONDUCTORS. "#" REPRESENTS QUANTITY OF UTP STATION CONNECTORS IN FACEPLATE. PROVIDE MIN. 1-1/4" CONDUIT TO NEAREST ACCESSIBLE CEILING OR IDF/MDF. REFER TO ELECTRICAL DRAWINGS FLOOR BOX DETAIL FOR MORE INFORMATION. REFER TO T52.1 TECHNOLOGY DETAILS AND 1/T52.3 FOR ADDITIONAL DETAILS. 6.111 WIRELESS ACCESS POINT LOCATION - PROVIDE 4S DEEP OUTLET BOX AND 1"C TO NEAREST ACCESSIBLE CEILING OR IDF/MDF U.O.N. AND FACEPLATE AND CONDUCTORS. MOUNT FLUSH CEILING OR FLUSH IN WALL AS NOTED ON PLAN DRAWINGS AND FACEPLATE DETAILS ON SHEET T52.1. SEE 1/T52.3 FOR ADDITIONAL INFORMATION. PROVIDE 10 FOOT CABLE SERVICE COIL. WIRELESS ACCESS POINT ELECTRONICS AND MOUNTS ARE CONTRACTOR FURNISHED CONTRACTOR INSTALLED. 6.113 EXTERIOR WIRELESS ACCESS POINT DATA OUTLET WITH SURFACE MOUNT 4S DEEP BOX, WEATHERPROOF BLANK PLATE, AND 1" CONDUIT WITH CONDUCTORS TO NEAREST ACCESSIBLE CEILING SPACE, OR AS SHOWN ON FLOOR PLANS. REFER TO T52.1 FACEPLATE DETAILS AND 1/T52.3 FOR ADDITIONAL INFORMATION. WIRELESS ACCESS POINT ELECTRONICS, ANTENNA, AND MOUNTS ARE CONTRACTOR FURNISHED CONTRACTOR INSTALLED. 6.117 EXISTING MPOE LOCATION. PROTECT IN PLACE ALL EQUIPMENT AND CABLING. 6.121 PROVIDE ONE (1) CAT6, 4-PAIR CABLE FROM PHONE BOARD LOCATED IN MECHANICAL 136 TO NEW FIRE ALARM CONTROL PANEL. CROSS CONNECT TWO DEDICATED PHONE LINES FOR FIRE ALARM CONTROL PANEL. COORDINATE WITH FIRE ALARM CONTRACTOR IN FIELD. 1 1 W A P W A P W A P WAP WAP 4 A B C D E F 1 2 3 4 5 6.111TYP. 6.111 H H H H 6.120 GENERAL NOTES: COMMUNICATIONS PATHWAYS 12. 7. 6. 5. 4. 3. 2. 1.CONDUITS SHALL (a) CONTAIN NO CONTINUOUS SECTIONS LONGER THAN 30M (98 FT.), AND (b) CONTAIN NO MORE THAN (2) 90° BENDS OR (1) REVERSE BEND WITHOUT INSTALLING A PULL BOX. SPLIT CONDUITS IN PLACE OF PULL BOXES ARE UNACCEPTABLE. CONDUITS SHALL CONTAIN PLASTIC OR NYLON PULL TAPE RATED AT 200 LBS. WITH A MINIMUM OF 5 FEET OF EXTRA PULL TAPE COILED AT EACH END. CONDUIT BEND RADIUS SHALL BE (a) A MINIMUM OF 6 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS 2-INCHES IN DIAMETER OR LESS, AND (b) 10 TIMES THE INTERNAL CONDUIT DIAMETER FOR CONDUITS MORE THAN 2-INCHES IN DIAMETER. TERMINATE CONDUIT STUBS AND SLEEVES THAT PROTRUDE THROUGH STRUCTURAL FLOORS 2-INCHEST TO 3-INCHES ABOVE THE FLOOR SURFACE. INSTALL BUSHINGS OR BELL ENDS AS REQUIRED ON ALL CONDUITS. FLEX CONDUIT IS UNACCEPTABLE FOR USE AS A COMMUNICATIONS CONDUIT EXCEPT AT SEISMIC JOINTS AND/OR IF APPROVED IN WRITING BY THE ENGINEER. ALL UNDER SLAB OR IN-SLAB CONDUITS SHALL BE INSTALLED IN A MANNER THAT PREVENTS WATER INFILTRATION OF THE CONDUIT. IT IS THE CONTRACTOR'S RESPONSIBILITY TO ENSURE GROUND WATER, RAIN WATER OR CONSTRUCTION WATER IS PREVENTED FROM ENTERING AND/OR REMOVED FROM THE CONDUITS PRIOR TO PLACEMENT OF COMMUNICATIONS CABLES. SEE ELECTRICAL SPECIFICATIONS, DETAILS AND PLANS FOR ADDITIONAL CONDUIT SEALING REQUIREMENTS. ALL PULL BOXES SHALL BE SIZED AND INSTALLED PER ANSI-TIA-569-C. PULL BOXES FOR IN/UNDER SLAB CONDUIT RUNS ARE NOT PERMITTED UNLESS OTHERWISE NOTED. PULL BOXES FOR OVERHEAD CONDUIT RUNS SHALL BE LOCATED ABOVE ACCESSIBLE CEILINGS WITHIN THE ACCESSIBLE CEILING SPACE AND SUPPORTED INDEPENDENTLY FROM THE STRUCTURE AND CONDUIT SUPPORTS. PULL BOXES FOR ROOF MOUNTED OR EXTERIOR ABOVE GRADE APPLICATIONS SHALL BE NEMA 3R RATED. PULL BOXES SHALL BE SIZED ACCORDING TO THE FOLLOWING: CONDUIT WIDTH LENGTH DEPTH WIDTH INCREASE PER SIZE ADDITIONAL CONDUIT 1" 4" 16" 3" 2" 2" 8" 36" 4" 5" 3" 12" 48" 5" 6" 4" 15" 60" 8" 8" FOR OTHER CONDUIT SIZES REFER TO ANSI/TIA-569-C TABLE 12. - LATEST PUBLISHED EDITION. 13.CONDUIT(S) SHALL EXIT A PULL BOX ON THE WALL OPPOSITE THE WALL ENTERED. 8.WHERE OPEN CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE SURFACE MOUNTED RACEWAY (CONDUIT). PROVIDE ALL SURFACE MOUNTED RACEWAY, CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 9.WHERE INACCESSIBLE CEILINGS OCCUR CONDUCTORS SHALL BE INSTALLED INSIDE CONDUIT RACEWAY. PROVIDE ALL CONDUITS AND CONDUIT SLEEVES WHETHER OR NOT SHOWN ON THE PLAN DRAWINGS. THIS APPLIES TO ALL LOW VOLTAGE AND SIGNAL SYSTEMS CONDUCTORS INCLUDING DATA, TELEPHONE, SECURITY, PUBLIC ADDRESS, CLOCKS, AUDIO VISUAL, CATV, SURVEILLANCE CAMERAS, FIRE ALARM, BMS/EMS, ETCETERA. 10.PROVIDE ANY AND ALL CONDUIT SLEEVES AS MAY BE REQUIRED WHENEVER LOW VOLTAGE CONDUCTORS PASS THROUGH AN INTERIOR OR EXTERIOR WALL, FLOOR, OR ANY STRUCTURAL ASSEMBLY. PROPERLY FIRE STOP ALL PENETRATIONS THROUGH FIRE RATED ASSEMBLIES PER THE NEC AND ELECTRICAL SPECIFICATIONS. 11.PROVIDE SOUND STOP MATERIAL FOR ALL CONDUIT PENETRATIONS IN SOUND RATED WALL ASSEMBLIES. PROVIDE LABELING OF EACH CONDUIT PER GENERAL ELECTRICAL SPECIFICATIONS. PROVIDE INTERNAL/EXTERNAL GAS AND WATER TIGHT MECHANICAL SEALING/PLUGGING OF EACH UNDERGROUND BUILDING ENTRY CONDUIT AS SPECIFIED ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. ALL PULL BOXES INSTALLED ON TOP OF ROOFS OR ATTACHED TO CANOPIES SHALL BE RATED NEMA-3R OR NEMA-4. PROVIDE QUANTITY AND SIZE OF PULL BOXES AS REQUIRED TO COMPLY WITH THESE GENERAL PATHWAY NOTES. PAINT BOXES TO MATCH SURROUNDING SURFACES. ALL CONDUITS INSTALLED ON EXTERIOR OF BUILDINGS AND CANOPIES SHALL BE GALVANIZED. PAINT ALL CONDUITS TO MATCH SURROUNDING SURFACES. ALL CONDUITS EXPOSED TO VIEW (I.E.: OPEN CEILING SPACES) SHALL BE PAINTED TO MATCH SURFACES. CONDUITS INSTALLED ABOVE HARD CEILINGS OR INACCESSIBLE CEILINGS ARE EXEMPT FROM PAINTING. ELECTRICAL CONTRACTOR SHALL REFERENCE ALL E-SERIES, T-SERIES AND AV-SERIES SHEETS FOR ADDITIONAL CONDUIT REQUIREMENTS. 14. 15. 16. 17. 18. 19. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: As indicated 04/09/2025 T40.3 TECHNOLOGY RCP 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 SCALE: 1/8" = 1'-0"1 TECHNOLOGY RCP KEYNOTES 6.111 WIRELESS ACCESS POINT LOCATION - PROVIDE 4S DEEP OUTLET BOX AND 1"C TO NEAREST ACCESSIBLE CEILING OR IDF/MDF U.O.N. AND FACEPLATE AND CONDUCTORS. MOUNT FLUSH CEILING OR FLUSH IN WALL AS NOTED ON PLAN DRAWINGS AND FACEPLATE DETAILS ON SHEET T52.1. SEE 1/T52.3 FOR ADDITIONAL INFORMATION. PROVIDE 10 FOOT CABLE SERVICE COIL. WIRELESS ACCESS POINT ELECTRONICS AND MOUNTS ARE CONTRACTOR FURNISHED CONTRACTOR INSTALLED. 6.120 PROVIDE (4) DATA DROPS TO ABOVE CEILING PROJECTOR HOUSING AND TERMINATE IN BOX. COORDINATE WITH AV CONTRACTOR IN FIELD. 1 1 7' X 1 9 " R A C K 7' X 6 " W M 1 2 3 6 7 8 5 2 7 1 4 3 8 6 4 5 8 6 9 1 6 7 5 2 9 8 4 3 6 5 6 1 TYP 3 TYP 22 F2 6 TYP TYP 5 4 2 6 10TYP 6 2 OBLIQUE VIEW 11 12 10 11 12 4 TYP 10 TYP TYP PROVIDE FACEPLATE LABELING PER SPECIFICATIONS. SEE SPECIFICATIONS FOR ALL OTHER LABELING REQUIREMENTS. PROVIDE FACEPLATE PER SPECIFICATIONS. FACEPLATE MATERIAL AND FINISH SHALL MATCH ADJACENT / NEARBY POWER FACEPLATES. PROVIDE FLOOR BOX, POWER POLE & MODULAR FURNITURE DEVICE BRACKETS / CUSTOM ADAPTERS AS REQUIRED FOR A COMPLETE INSTALLATION. INCLUDE ALL COSTS IN BASE BID. PROVIDE CAT-6 STATION CONNECTOR PER SPECIFICATIONS. COLOR PER SPECIFICATIONS. PROVIDE (1) CAT-6, 4 PAIR UTP CABLE(S), COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN STATION CONNECTOR(S) PER SPECIFICATIONS. TERMINATE RACK END(S) CAT-6 PATCH PANEL(S) AT IDF RACK / CABINET PER SPECIFICATIONS. BLANK INSERT. ALL UNUSED OPENINGS SHALL BE COVERED WITH A BLANK INSERT MATCHING THE COLOR OF THE FACEPLATE. WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND / OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND / OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. WAP WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND / OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. WAP WP WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND / OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. PROVIDE (1) CAT-6A, 4 PAIR UTP CABLE(S), COLOR OF CABLE(S) SHALL BE BLUE. TERMINATE STATION END(S) IN STATION CONNECTOR(S) PER SPECIFICATIONS. TERMINATE RACK END(S) CAT-6A PATCH PANEL(S) AT IDF RACK / CABINET PER SPECIFICATIONS. PROVIDE CAT-6A STATION CONNECTOR PER SPECIFICATIONS. COLOR PER SPECIFICATIONS. WHERE THE FOLLOWING SYMBOLS ARE INDICATED ON THE ELECTRICAL DRAWINGS ARCHITECTURAL DRAWINGS AND / OR STRUCTURED CABLING SYSTEM DRAWINGS: THE FOLLOWING SHALL BE PROVIDED, AS DEPICTED IN THE FOLLOWING DIAGRAMMATIC CONNECTIVITY DETAIL. WAP H 4-SQUARE DEEP BOX AND WEATHERPROOF BLANK FACEPLATE, FLUSH TO EXTERIOR OR INTERIOR WALL OR CEILING, WITH CONDUIT AND CONDUCTORS TO NEAREST IDF DATA ROOM. PROVIDE SURFACE-MOUNT, PLENUM-RATED TWO-PORT HOUSING (LEVITON 41089-2WP OR EQUAL). MOUNT TO CONTRACTOR-PROVIDED IN-CEILING BRACKET WITH MULTI-FUNCTION CLIP FOR ROD OR HANGER WIRE MOUNTING (LEVITON 49223-CBC OR EQUAL). PROVIDE 15FT SLACK LOOP ON J-HOOK MOUNTED ABOVE HOUSINGS. MOUNT HOUSING 12 INCHES ABOVE ACCESSIBLE CEILING TILE. INSTALL DEDICATED SUSPENDED CEILING WIRE/HANGAR OR SUPPORT ROD/ROD HANGAR DIRECTLY TO STRUCTURAL CEILING ABOVE TO SUPPORT WAP SURFACE MOUNT HOUSING. PROVIDE J-HOOK ABOVE ACCESSIBLE CEILING PER SPECIFICATIONS. J-HOOKS SHALL BE SPACED AT A MAXIMUM OF 5 FEET APART. 5 3 1 7 DATA DEVICE - 2 PORT FACEPLATE DETAIL KEY NOTES: OUTDOOR WIRELESS ACCESS POINT DEVICE DATA DEVICE - 6 PORT ABOVE CEILING WIRELESS ACCESS POINT DEVICE 2 4 WIRELESS ACCESS POINT - FLUSH MOUNT TELECOM BACKBOARD AND PRIMARY BONDING BUSBAR EXISTING RACK MOUNTED FIBER TERMINATION HOUSING. RELOCATE TO 1RU BELOW TOP OF RACK. LAN RACK ELEVATION KEY NOTES: EXISTING IDF FLOOR MOUNTED RACK. MODIFY AS REQUIRED. TYPICAL IDF RACK ELEVATION DETAIL DUAL PORT, SURFACE MOUNTED BOX (AMP #1116698-1 OR EQUAL) WITH CAT-6 PATCH CORD. 2 CONNECT PBB TO ELECTRICAL PANEL GROUND BUS WITH 1/2"C. AND #6AWG GROUND CONDUCTOR, BY E.C.. ALL CONNECTIONS SHALL BE WITH 2-HOLE COMPRESSION LUGS. U.L. LISTED TELECOMMUNICATIONS PRIMARY BONDING BUSBAR (PBB). IN IDF ROOM PROVIDE PBB, CHATSWORTH #40153-012. FINISHED FLOOR 8'-6" INCOMING FEED CONDUITS AND INNER-BUILDING CONDUITS. QUANTITY AND SIZE PER PLANS. INNER-BUILDING CONDUITS AND SLEEVES. QUANTITY AND SIZE PER PLANS. TYP. TYP. INDIVIDUAL #6AWG BONDING CONDUCTORS TO EACH CABINET, RACK, LADDER TRAY, CONDUIT, ETC. BY SCS CONTRACTOR. CONNECT TO EQUIPMENT AND TO BONDING BUSBAR VIA 2-HOLE COMPRESSION LUGS ONLY. DAISY-CHAINING OF BONDING CONDUCTOR TO MORE THAN ONE PIECE OF EQUIPMENT IS PROHIBITED. TYP. A.F.F. E C B D F A F E D C B A TELECOM BACKBOARD AND BONDING DETAIL NOTES: WHITE ENAMEL PAINTED A/C GRADE FIRE RATED PLYWOOD TELECOM BACKBOARD, (8' HIGH x 3/4" THICK x WIDTH PER PLANS) BY E.C.. LEAVE ONE FIRE MARSHAL STAMP UNPAINTED ON EACH SHEET. MOUNT 6" ABOVE FINISHED FLOOR. - ANCHOR TO WOOD STUD WALL WITH #14 TRUSS HEAD WOOD SCREWS AT 16" ON CENTER. MINIMUM EMBEDMENT 1-1/2" INTO STUDS. - ANCHOR TO METAL STUD WALL WITH #12 SMS SCREWS AT 16" ON CENTER. - ANCHOR TO CMU WALL WITH 1/4" x 1-5/8" EMBED HILTI KWIK HUS EZ SCREW ANCHOR (ICC ESR 3056). - RECESS ALL SCREWS / BOLTS. 6" FINISHED FLOOR 1U VACANT 1U HORIZONTAL CABLE MANAGER PER SPECIFICATIONS, PROVIDE 1U MANAGER ABOVE AND BELOW EACH PATCH PANEL. RACK MOUNTED 24-PORT CATEGORY-6A PATCH PANEL PER SPECIFICATIONS . QUANTITY AS REQUIRED TO TERMINATE ALL CABLES. EXISTING LADDER RUNWAY. SHOWN FOR REFERENCE. BOND RUNWAY TO TELECOM BUSBAR IN ROOM. REFER TO TELECOM BACKBOARD AND PRIMARY BONDING BUSBAR DETAIL ON THIS PAGE. 6" WIDE X 84" HIGH DOUBLE-SIDED VERTICAL CABLE MANAGERS. CHATSWORTH OR EQUAL PER SPECIFICATIONS. TYP TYP SCALE: N.T.S.7 ACTIVE EQUIPMENT IS OWNER FURNISHED OWNER INSTALLED. CONTRACTOR SHALL PROVIDE ALL CAT-6 PATCH CORDS PER SPECIFICATIONS. RACK MOUNTED 48-PORT CATEGORY-6 PATCH PANEL PER SPECIFICATIONS . QUANTITY AS REQUIRED TO TERMINATE ALL CABLES. TYP SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. NOTE: WIRELESS ACCESS POINT ELECTRONICS AND MOUNTS ARE CONTRACTOR FURNISHED CONTRACTOR INSTALLED. INCLUDE ALL COSTS IN BASE BID. NOTE: WIRELESS ACCESS POINT ELECTRONICS AND MOUNTS ARE CONTRACTOR FURNISHED CONTRACTOR INSTALLED. INCLUDE ALL COSTS IN BASE BID. SCALE: N.T.S. SCALE: N.T.S. TYP TYP TYP TYP 1 5 4 3 6 THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 04/09/2025 T52.1 TECHNOLOGY DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/251 1 1 1 1 1 1 1 1 1 1 1 1 1 SINGLE SLIDER GLASS DOOR WITH CARD READER & ADA OPERATOR STOREFRONT DOUBLE DOOR CARED READER W / ADA OPERATOR SINGLE DOOR CARED READER ACCESS CONTROL SYSTEM EXAMPLE ELEVATION SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. SCALE: N.T.S. 1 2 3 4 CEILING CEILING FINISHED FLOOR FINISHED FLOOR DOOR NOTES: SECURE SIDENON-SECURE SIDE NON-SECURE SIDE SECURE SIDE FLOOR PLAN DIAGRAM: DC DC DCDC 1" CONDUIT, ACS COMPOSITE CABLE(S) TO NEARSET TELECOM ROOM ED ED ET ED ED CR CR J ACS DOOR JUNCTION BOX IN ACCESSIBLE CEILING SPACE EMERGENCY OPERATION NOTE: - DOOR MUST REMAIN UNLOCKED ON THE SECURE SIDE AT ALL TIMES. SEQUENCE OF OPERATION: -DOOR IS LOCKED AT ALL TIMES OR PER BUSINESS SCHEDULE ON THE NON SECURED SIDE. -DOOR IS UNLOCKED ON THE SECURED SIDE AT ALL TIMES. -TO OPEN DOOR FROM THE NON-SECURED SIDE, CARD MUST BE PRESENTED TO UNLOCK DOOR. -REQUEST TO EXIT MOTION DETECTOR BYPASSES ACCESS SYSTEM ALARM ONLY ON EXIT. DOOR COORDINATION NOTE: -REQUEST TO EXIT MOTION SENSOR MAY NOT BE REQUIRED IF DOOR LOCKING HARDWARE HAS AN INTEGRATED REQUEST TO EXIT SENSOR. COORDINATE WITH ARCHITECT AND DOOR HW VENDOR PRIOR TO ROUGH-IN AND INSTALLATION. -REFER TO ARCHITECT DOOR SCHEDULE AND DIV 8 SPEC FOR DOOR HARDWARE INFORMATION. -EACH DOOR PANEL TO BE INDIVIDUALLY WIRED AND HOMERUN TO ACP. MX REX J-BOX. MAY NOT BE REQUIRED. SEE DOOR NOTE. REX MX REX REX PROVIDE ONLY IF DOOR HARDWARE DOES NOT HAVE INTEGRATED REX. REFER TO DOOR HARDWARE SCHEDULE. ELECTRIC POWER TRANSFER HINGE BY DOOR HW VENDOR ELECTRIC POWER TRANSFER HINGE BY DOOR HW VENDOR REX ET 3/4" CONDUIT BY E.C. (TYP), LOW VOLTAGE WIRING BY SECURITY CONTRACTOR (TYP) 1 1 1 1 1 1 1 1 1 1 1 1 CEILINGCEILING FINISHED FLOOR FINISHED FLOOR DOOR NOTES: SECURE SIDENON-SECURE SIDE NON-SECURE SIDE SECURE SIDE 1" CONDUIT, ACS COMPOSITE CABLE TO NEARSET TELECOM ROOM FLOOR PLAN DIAGRAM: EMERGENCY OPERATION NOTE: -NO EMERGENCY OPERATION NOTE DC SEQUENCE OF OPERATION: -NORMAL DOOR STATE IS CLOSED AT ALL TIMES. -DOOR IS LOCKED ON THE NON-SECURED SIDE AND UNLOCKED ON THE SECURED SIDE. -TO OPEN DOOR FROM NON-SECURED SIDE, CARD MUST BE PRESENTED TO UNLOCK DOOR. -REQUEST TO EXIT SENSOR BYPASSES ACCESS SYSTEM ALARM ONLY ON EXIT. DC MX MX EL EL CR CR ELECTRIC HINGE BY DOOR HW VENDOR J CARD READER J-BOX, MAX 48" AFF. SEE LOCATION PER PLANS. MX J-BOX. MAY NOT BE REQUIRED. SEE DOOR NOTE. ACS DOOR JUNCTION BOX IN ACCESSIBLE CEILING SPACE 3/4" CONDUIT BY E.C. (TYP), LOW VOLTAGE WIRING BY SECURITY CONTRACTOR (TYP) DOOR COORDINATION NOTE: -REQUEST TO EXIT MOTION SENSOR MAY NOT BE REQUIRED IF DOOR LOCKING HARDWARE HAS AN INTEGRATED REQUEST TO EXIT SENSOR. COORDINATE WITH ARCHITECT AND DOOR HW VENDOR PRIOR TO ROUGH-IN AND INSTALLATION. -REFER TO ARCHITECT DOOR SCHEDULE AND DIV 8 SPEC FOR DOOR HARDWARE INFORMATION. REX REX PROVIDE ONLY IF DOOR HARDWARE DOES NOT HAVE INTEGRATED REX. REFER TO DOOR HARDWARE SCHEDULE. EH DOOR HARDWARE BY HW VENDOR CEILINGCEILING FINISHED FLOOR FINISHED FLOOR DOOR NOTES: SECURE SIDENON-SECURE SIDE NON-SECURE SIDE SECURE SIDE 1" CONDUIT, ACS COMPOSITE CABLE TO NEARSET TELECOM ROOM FLOOR PLAN DIAGRAM: EMERGENCY OPERATION NOTE: -NO EMERGENCY OPERATION NOTE DC DC MX CR CR J MULLION MOUNTED CARD READER, MAX 48" A.F.F. SEE LOCATION PER PLANS. ACS DOOR JUNCTION BOX IN ACCESSIBLE CEILING SPACE DOOR COORDINATION NOTE: -REFER TO ARCHITECT DOOR SCHEDULE AND DIV 8 SPEC FOR DOOR OPERATOR, LOCKSET, AND DOOR HARDWARE INFORMATION. DOOR AUTO-LOCK BY DOOR HARDWARE VENDOR. -ELECTRICAL CONTRACTOR TO PROVIDE 120 VAC FOR DOOR OPERATOR POWER SUPPLY. -DOOR OPERATOR SHALL BE INTEGRATED WITH ACCESS CONTROL SYSTEM BY ACCESS CONTROL CONTRACTOR, REFER TO DOOR HARDWARE SCHEDULE. OPERATOROPERATOR SEQUENCE OF OPERATION: -DOOR IS LOCKED AT ALL TIMES / PER USER SCHEDULE ON THE NON SECURED SIDE. -DOOR IS UNLOCKED ON THE SECURED SIDE AT ALL TIMES. -TO OPEN DOOR FROM NON-SECURED SIDE, CARD MUST BE PRESENTED TO UNLOCK DOOR. -REQUEST TO EXIT MOTION DETECTOR BYPASSES ACCESS SYSTEM ALARM ONLY ON EXIT. 3/4" CONDUIT BY E.C. (TYP), LOW VOLTAGE WIRING BY SECURITY CONTRACTOR (TYP) MX ACCESS CONTROL SYSTEM INTEGRATION TO DOOR HARDWARE, SEE DOOR NOTES 1 1 1 1 1 AMAG 8DBC AMAG 8DC, FUTURE AMAG TRNSAC 4 X4 NEMA 1 GUTTER AMAG CAB5 PANEL ENCLOSURE ALTRONIX POWER SUPPLY WITH ACM8 ACCESS SYSTEM ELEVATION NOTES: -ACCESS CONTROL SYSTEM ELEVATION IS DIAGRAMMATIC ONLY. ACCESS CONTROL CONTRACTOR IS RESPONSIBLE FOR FINAL DESIGN, LAYOUT, AND QUANTITY OF ALL ACCESS CONTROL SYSTEM COMPONENTS. THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 12" = 1'-0" 04/09/2025 T52.2 TECHNOLOGY DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 1 1 1 1 1 CR ACP CR CR CR CR CR CR CR 1 2 3 4 5 2 1 3 LOCAL AREA NETWORK (LAN) - VOIP SYSTEM DIAGRAM ALL CABLING SHALL BE RATED FOR THE ENVIRONMENT FOR WHICH IT IS INSTALLED, PER CALIFORNIA ELECTRICAL CODE AND TIA-568-C. PROVIDE COMPLETE WITH ALL CABLES, DEVICES, MATERIAL, TERMINATIONS, TESTING, AND LABOR, PER THE SPECIFICATIONS. ACCESS CONTROL SYSTEM DIAGRAM AMAG M2150 CONTROLLERS, POWER SUPPLY(S), LOCKABLE WALL MOUNT ENCLOSURE, ETCETERA, AS REQUIRED. PROVIDE QUANTITIES AS REQUIRED TO ACCOMMODATE ALL ACCESS CONTROLLED ELECTRIFIED DOOR HARDWARE, CARD READERS, ETCETERA, FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. PROVIDE CATEGORY-6 PATCH CORD(S) AND CONNECT TO OWNER PROVIDE LAN NETWORK SWITCH. COORDINATE CONNECTION AND VPN WITH OWNER IN FIELD. PROVIDE RELAY AND CONNECTIONS TO FIRE ALARM CONTROL PANEL SO THAT POWER SUPPLIES SHALL RELEASE ALL DEVICES UPON ACTIVATION OF FIRE ALARM SYSTEM. COORDINATE WITH FIRE ALARM CONTRACTOR IN THE FIELD. DEVICE CABLING PER DEVICE MANUFACTURER'S REQUIREMENTS. CABLE SHALL BE RATED FOR THE ENVIRONMENT IN WHICH IT IS INSTALLED. PROVIDE WALL MOUNTED PROXIMITY CARD READER PER SPECIFICATIONS. QUANTITY AND LOCATIONS PER PLAN DRAWINGS. PROVIDE MULLION MOUNTED CARD READER WHEN SHOWN ON FLOOR PLANS. RACK MOUNT CATEGORY-6 PATCH PANEL, INSTALL IN EXISTING IDF RACK. QUANTITY AS REQUIRED TO TERMINATE ALL CAT-6 CABLES ON THIS PROJECT. SEE SPECIFICATIONS FOR MORE INFORMATION. PROVIDE MACHINE GENERATED LABELS. RACK MOUNT CATEGORY-6A PATCH PANEL, INSTALL IN EXISTING IDF RACK. QUANTITY AS REQUIRED TO TERMINATE ALL CAT-6A CABLES ON THIS PROJECT. SEE SPECIFICATIONS FOR MORE INFORMATION. PROVIDE MACHINE GENERATED LABELS. INTERIOR WIRELESS ACCESS POINT (WAP) OUTLET. SEE FACEPLATE DETAILS AND LAN CABLE SCHEDULE FOR MORE INFORMATION. QUANTITY AND LOCATIONS PER PLAN DRAWINGS. WAP ELECTRONICS AND MOUNTS ARE C.F.C.I. REFER TO FACEPLATE DETAILS FOR SPECIFIC OUTLET REQUIREMENTS FOR HARD LID AND ACCESSIBLE CEILINGS. DUAL CATEGORY-6 OUTLET. SEE FACEPLATE DETAILS, AND LAN CABLE SCHEDULE FOR MORE INFORMATION. QUANTITY AND LOCATIONS PER PLAN DRAWINGS. EXTERIOR WIRELESS ACCESS POINT (WAP) OUTLET IN WEATHERPROOF SURFACE MOUNT J-BOX. SEE FACEPLATE DETAILS AND LAN CABLE SCHEDULE FOR MORE INFORMATION. QUANTITY AND LOCATIONS PER PLAN DRAWINGS. WAP ELECTRONICS AND MOUNTS ARE C.F.C.I. EXISTING FIBER OPTIC CABLE HOUSING, PROTECT IN PLACE. FLOOR BOX CATEGORY -6 OUTLET. PROVIDE # NUMBER OF CABLES. SEE FACEPLATE DETAILS, AND LAN CABLE SCHEDULE FOR MORE INFORMATION. QUANTITY AND LOCATIONS PER PLAN DRAWINGS. EXISTING SURVEILLANCE CAMERA WITH OUTLET, PROTECT IN PLACE. REUSE EXISTING IDF RACK. REFER TO RACK ELEVATION DETAIL FOR MORE INFORMATION. CATEGORY-6 CABLES PER LAN CABLE SCHEDULE ON THIS PAGE. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TERMINATE CAT-6 CABLES ON CAT-6 PANELS. CATEGORY-6A CABLES PER LAN CABLE SCHEDULE ON THIS PAGE. REFER TO THE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. TERMINATE CAT-6A CABLES ON CAT-6A PANELS. EXISTING OPTICAL FIBER, PROTECT IN PLACE. QUAD CATEGORY-6 OUTLET. SEE LAN CABLE SCHEDULE FOR MORE INFORMATION. TERMINATE INSIDE ABOVE CEILING PROJECTOR HOUSING IN SURFACE-MOUNT QUICKPORT BOX, 4-PORT LEVITON #41089-4WP. COORDINATE WITH AV CONTRACTOR IN FIELD. REFERENCE SPECIFICATIONS, CITY STANDARDS AND FACEPLATE DETAILS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 1.DRAWINGS AND LAYOUTS ARE PRIMARILY DIAGRAMMATIC IN NATURE. CONTRACTOR IS RESPONSIBLE FOR FINAL FOOTAGES AND EXACT LOCATIONS. 2. LAN - VOIP SYSTEM GENERAL NOTES: 3. 4. 2D LAN/VOIP CABLE SCHEDULE DESIGNATOR CABLE QUANTITY AND TYPE TWO (2) CATEGORY-6 UTP 4-PAIR CABLES 6A OF EXISTING OPTICAL FIBER, PROTECT IN PLACE 6A TWO (2) CATEGORY-6A UTP 4-PAIR CABLES 2D LAN / VOIP SYSTEM BLOCK DIAGRAM KEY NOTES: 6A WP WAP WAP UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR PLAN DRAWINGS, PROVIDE ONE (1) 3-FOOT AND ONE (1) 10-FOOT CAT-6 PATCH CORD FOR EVERY CAT-6 CABLE TERMINATED. INCLUDE ALL COSTS IN BASE BID. 5. UNLESS OTHERWISE NOTED IN SPECIFICATIONS OR PLAN DRAWINGS, PROVIDE ONE (1) 3-FOOT AND ONE (1) 10-FOOT CAT-6A PATCH CORD FOR EVERY CAT-6A CABLE TERMINATED. INCLUDE ALL COSTS IN BASE BID. 6. WAP H OR IDF 108 2D 2 6D 6 6D TWO (2) CATEGORY-6 UTP 4-PAIR CABLES DRAWINGS AND LAYOUTS ARE PRIMARILY DIAGRAMMATIC AND CONCEPTUAL IN NATURE. CONTRACTOR IS RESPONSIBLE FOR FINAL FOOTAGES AND EXACT LOCATIONS. SECURITY CONTRACTOR SHALL COORDINATE I.P. ADDRESS REQUIREMENTS AND CONFIGURATION WITH THE OWNER'S I.T. DEPARTMENT ON SITE. ACCESS CONTROL SYSTEM GENERAL NOTES: SECURITY CONTRACTOR SHALL CHECK THE ARCHITECT'S DOOR HARDWARE SCHEDULE FOR ALL RELATED COMPONENTS AND PROVIDE WHEN SPECIFICALLY REQUIRED BY THE SECURITY CONTRACTOR. ALL ACCESS CONTROL DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT. DOORS WITH OPPOSITE HAND SWINGS ARE MIRRORED VERSION OF THE DETAILS SHOWN ON THIS SHEET. SEE ARCHITECTURAL PLANS FOR CORRECT DOOR SWING AND CARD READER LOCATIONS. ALL CONDUITS AND JUNCTION BOXES SHALL BE CONCEALED UNLESS OTHERWISE NOTED ON PLANS OR SPECIFICATIONS. SOME INSTALLATIONS MAY REQUIRE ROUTING CONDUITS UNDERGROUND AND/OR WITHIN TILT-UP CONCRETE PANELS, ETCETERA. COORDINATE INSTALLATION WITH ALL OTHER TRADES AS REQUIRED. CONDUIT AND PULL BOXES SHALL BE PROVIDED AND INSTALLED PER COMMUNICATIONS PATHWAYS GENERAL NOTES AND PER DIVISION 26 ELECTRICAL SPECIFICATIONS. SECURITY CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS AS OUTLINED IN 2019 CBC 1010.1.9.8 FOR ALL ACCESS CONTROL DOORS AS REQUIRED. ALL DEVICE HEIGHTS DEPICTED SHALL BE MODIFIED AS REQUIRED BY GOVERNING BUILDING CODES. CONTRACTOR TO VERIFY/RECONCILE APPLICABLE CODE REQUIREMENTS AND ANY DEVICE HEIGHT REQUIREMENTS DEPICTED ON ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS PRIOR TO DEVICE ROUGH-IN. CONFLICTS OR LACK OF MOUNTING HEIGHT SPECIFICITY ON THE ARCHITECTURAL OR INTERIOR DESIGN PLANS & SPECIFICATIONS SHALL BE CAUSE FOR THE CONTRACTOR TO ISSUE A FORMAL WRITTEN RFI FOR RESOLUTION. DEVICE MOUNTING HEIGHT CLARIFICATIONS/SPECIFICATIONS SHALL NOT RESULT IN AN ADDITIONAL COST TO THE OWNER - SECURITY CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID. THE ACCESS CONTROL SYSTEM SHALL BE CONNECTED TO FIRE ALARM SYSTEM IN COMPLIANCE WITH NFPA 72. SECURITY CONTRACTOR SHALL INSTALL CABLE FROM ACCESS CONTROL SYSTEM AND COIL CABLE AT FIRE ALARM PANEL. FIRE ALARM CONTRACTOR SHALL TERMINATE SECURITY CABLE TO FIRE ALARM PANEL. SECURITY CONTRACTOR SHALL TERMINATE CABLE AT ACCESS CONTROL PANEL. SECURITY CONTRACTOR SHALL PROVIDE ALL REQUIRED RELAYS AND OTHER COMPONENTS REQUIRED TO CONNECT TO FIRE ALARM PANEL. IN THE EVENT OF A POWER LOSS, ELECTRICALLY LOCKED DOORS IN A REQUIRED MEANS OF EGRESS SHALL UNLOCK IN THE DIRECTION OF EGRESS WHERE REQUIRED BY OTHER LAWS, CODES, AND GOVERNING STANDARDS, IN COMPLIANCE WITH NFPA 72 SECTION 21.10. ACCESS CONTROL POWER SUPPLIES SHALL COMPLY WITH ACCESS CONTROL SYSTEM (UL294), POWER SUPPLIES FOR FIRE PROTECTIVE SIGNALING SYSTEMS (UL1481) CALIFORNIA STATE FIRE MARSHALL APPROVED AND NFPA 72 COMPLIANT. ALL WIRING SHALL BE "POWER LIMITED" TYPE AND CONDUCTOR IS LISTED FOR SUCH USE. COMPLY WITH CEC/NEC 725, 760 AND 800. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR ALL PATHWAYS AND BACK BOXES FOR DOORS, AND PATHWAYS BETWEEN THE ACCESS CONTROL PANELS AND ELECTRICAL FOR POWER SUPPLIES, WHETHER SHOWN ON THE PLAN DRAWINGS OR NOT. E.C. SHALL PROVIDE ALL REQUIRED 120VAC 20A CIRCUITS AND RECEPTACLES. DOOR HARDWARE WITH WIRED INTEGRATED CARD / FOB READERS, DOOR POSITION SWITCH AND REX SHALL BE FURNISHED, INSTALLED, AND PROGRAMMED BY THE SECURITY CONTRACTOR, UNLESS OTHERWISE NOTED IN THE DIVISION 08 DOOR HARDWARE SPECIFICATIONS AND THE DIVISION 28 ACCESS CONTROL SYSTEM SPECIFICATIONS. SECURITY CONTRACTOR WILL WORK WITH CITY OF SANTA ANA ACCESS CONTROL INTEGRATOR TO ACTIVATE THE NEW CONTROLLERS, CARD READERS, AND COMMISSION THE OPERATIONS. REFERENCE DIVISION 28 ACCESS CONTROL SYSTEM SPECIFICATIONS FOR ADDITIONAL INFORMATION AND REQUIREMENTS. THE SYSTEM DIAGRAM, PLAN DRAWINGS AND SPECIFICATIONS ARE GENERIC IN NATURE AND PRESENTED IN A DESIGN-BUILD FORMAT FOR THE SECURITY CONTRACTOR TO FULLY DESIGN, PROVIDE AND INSTALL A COMPLETE AND FULLY FUNCTIONAL SYSTEM. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS CONTROL SYSTEM CONTROLLER BOARDS, BATTERIES, LOCKABLE ENCLOSURES AND POWER SUPPLIES IN MDF AND IDF ROOMS. CONTRACTOR SHALL NOT INSTALL SUCH EQUIPMENT IN CLASSROOMS, CUSTODIAN ROOMS, STORAGE ROOMS, ELECTRICAL ROOMS AND OFFICES UNLESS SPECIFICALLY NOTED ON THE PLAN DRAWINGS. SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ALL ACCESS CONTROL SYSTEM COMPONENTS INCLUDING BUT NOT LIMITED TO AMAG M2150 CONTROLLERS, CARD READERS, INTERFACE MODULES, POWER SUPPLIES, WALL MOUNTED LOCKABLE ENCLOSURES, WIRING, SOFTWARE, LABOR, LICENSES, PROGRAMMING, FASTENERS, LABELING, AND ALL OTHER COMPONENTS AND EQUIPMENT REQUIRED FOR A COMPLETE AND FULLY FUNCTIONAL SYSTEM. INCLUDE ALL COSTS IN BASE BID. ACCESS CONTROL SYSTEM BLOCK DIAGRAM KEY NOTES: TYP 4D 4D FOUR (4) CATEGORY-6 UTP 4-PAIR CABLES SCALE: N.T.S. MPOE ROOM OF 3 1 2 4 TYP TYP TYP TYP 6A10 11 1 2 3 4 5 8 9 10 6 6TYP 7 TYP 7 9 8 11 11 IDF 108 12 12 (E) (E) (E) (E) SCALE: N.T.S. 4 5 TYP5 TYP5 13 13 1 2 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. LINE VOLTAGE 120VAC POWER RECEPTACLES EC EC FIRE ALARM RELAY FOR FAIL-SAFE DOORS FC FC CONDUIT / SLEEVES / BACKBOXES EC EC MULLION MOUNTED CARD READERS AC AC DOOR POSITION SENSORS / DOOR CONTACTS AC AC ACCESS CONTROL SYSTEM WIRING AC AC ELECTRIC HINGES HC HC ELECTRIC POWER TRANSFER HINGES HC HC PANIC HARDWARE W/ ELECTRIC LATCH RETRACTION HC HC POWER SUPPLIES FOR PANIC HARDWARE W/ ELECTRIFIED LOCKSET HC AC/EC ACCESS CONTROL LOCK POWER SUPPLIES AC AC/EC PROXIMITY CREDENTIAL CARDS COSA COSA ACS CONTROLLERS, READER BOARDS, I/O BOARDS & ENCLOSURES AC AC ACCESS CONTROL POWER SUPPLIES AND ENCLOSURES AC AC/EC WALL MOUNTED CARD READERS AC AC ACCESS LEVEL PROGRAMMING COSA COSA ACS ENTERPRISE SOFTWARE LICENSE COSA COSA CARD USER DATABASE ENTRY COSA COSA READER / DOOR PROGRAMMING COSA COSA SCOPE OF WORK FURNISHED BY INSTALLED BY ACCESS CONTROL SYSTEM (ACS) COSA COSA ACCESS CONTROL CREDENTIALS COSA COSA EC = ELECTRICL CONTRACTOR HC = DOOR HARDWARE CONTRACTOR SECURITY SYSTEMS SCOPE REPONSIBILITY CHART LEGEND A = ARCHITECT COSA = CITY OF SANTA ANA ACCESS INTEGRATOR AC = SECURITY ACCESS CONTROL CONTRACTOR FC = FIRE ALARM CONTRACTOR THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : 6 HUTTON CENTRE DR, SUITE 1150 SANTA ANA, CA 92707 T 949.809.3380 WWW.SVA-ARCHITECTS.COM DATE ISSUED: PROJECT NO: 12" = 1'-0" 04/09/2025 T52.3 TECHNOLOGY BLOCK DIAGRAMS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 1 ASI #1 4/9/25 1 1 1 1 Refrigerator F M F J F J F J J m J F J F F F m J J J F F J F J J J M M J J •• J J 1 A B C D E F 2 3 4 5 PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 WP-C WP-A +96" E40.2 1 E40.2 2 1 1 1 1 3 3 3 3 3 1 5 PA-1,3,5 7 7 7 7 7 99 9 9 13 13 13 151515 11 11 11 9 11 49 49 17 17 17 PA-9,11,13 PA-15,17,19 1313 15 19 19 19 2 2 9 4 4 4 WP-A WP-AWP-A 8 4 8 6 PA-6,8,1016 16PA-16 2.007 2.0092.009 2.0092.009 2.0092.009 6 FC 5 FC 7 FC 8 FC 1 FC 2.008 2.008 2.008 2.008 2.0092.009 2 FC 2.008 2 EF 2.0092.009 PA-18 4 FC 3 FC PA-23,25 2.008 PA-27,29 PA-31,33 1 EWH 2.011 PA-39 2.012 PA-45,47 PA-26,28 PA-22,24 2.0092.009 2.0092.009 PA-34,36 PA-35,37 2.008 10 10 11 5 5 51 11 2.0082.0092.009 PA-30,32 PA-46,48 2.009 2 HRU 1 HRU 2.0092.009 PA-42,44 2.008 2.013 11 PA-4,6,8 PA-41 2.014 2.014 2.014 2.014 PA-43 49PA-49,51 51 51 2.009 2.0092.009 12 12 PA-12 50 50 50 PA-50 2.015 PA-52 PA-53 8 6 2.018 2.018 2.019 2.019 2.018 2.019 PA-54 54 2.020 (E) (E) (E) (E) (E)(E)(E)(E) 1 2.022 2.022 2.022 (E) 2.022 2.022 2.022 3 11 2.022 2.022 2.022 6 5055 PA-57 57 57 15 PA-56 E60.1 5 2.023 PA-5858 PA-59 59 M 59 2.024 1 1 1 41 POWER PLAN GENERAL NOTES: 1. ALL RECEPTACLES ON COMMON WALLS SHALL BE SEPARATE BOXES AND OFFSET 24-INCHES MINIMUM. 2. ALL PENETRATIONS THROUGH FIRE RATED WALLS SHALL BE PROTECTED FROM THE SPREAD OF FIRE WITH AN APPROVED FIRESTOP SYSTEM EQUAL OR GREATER THAN THE FIRE RATING OF THE WALL. 3. ALL WALL-MOUNTED DEVICE HEIGHTS SHALL BE VERIFIED WITH THE ARCHITECT PRIOR TO ROUGH-IN. 4. ALL FURNITURE FEED LOCATIONS TO BE VERIFIED WITH ARCHITECT AND FURNITURE VENDOR PRIOR TO ROUGH-IN. 5. ALL FURNITURE WHIPS SHALL BE TRIMMED TO REDUCE EXCESS WHIP LENGTH. 6. WHEN EXPOSED CEILINGS OR OPEN GRID CONDITIONS OCCUR, THE CONTRACTOR WILL NEED TO PROVIDE THE FOLLOWING ITEMS: a. ALL BRANCH CIRCUITS SHALL BE EMT. b. ALL BRANCH CIRCUITS SHALL BE ROUTED ORTHOGONALLY, NEATLY TRAINED, IN PARALLEL TO STRUCTURES OR DUCTWORK. THE TERM "TRAINED" MEANS ALL PARALLEL CONDUITS SHALL MAINTAIN THE SAME SPATIAL RELATIONSHIP WITH EACH OTHER FOR ENTIRE RUN TO INCLUDE RADIUS BENDS AND SWEEPS. c. VISUALLY OBJECTIONABLE BRANCH CIRCUITS WILL BE REROUTED AT THE REQUEST OF THE ARCHITECT AT NO ADDITIONAL COST. 7. EXPOSED CABLE/CONDUCTORS INSTALLED IN A PLENUM SPACE SHALL CONFORM TO NEC, OR CEC WHERE ADOPTED, ARTICLE 300.22(C). 8. PROVIDE G.F.C.I. TYPE RECEPTACLE(S) OR RECEPTACLE(S) PROTECTED BY A GFCI CIRCUIT BREAKER(S) WHEN RECEPTACLES ARE 50A OR LESS, 150V TO GROUND OR LESS AND ARE LOCATED WITHIN 6-FEET OF ANY SINK OR THERAPEUTIC TUB, LAUNDRY AREA, SERVING ANY DRINKING FOUNTAIN OR VENDING MACHINE, WITHIN ANY KITCHEN SPACE, LOCKER ROOM AREA, GARAGE AND BATHROOM SPACE AND/OR LOCATED OUTDOORS. WHERE RECEPTACLES ARE NOT READILY ACCESSIBLE, PROVIDE GFCI CIRCUIT BREAKER(S) TO PROTECT THE RESPECTIVE BRANCH CIRCUIT AND PROVIDE ADDITIONAL NEUTRAL CONDUCTORS IN THE BRANCH CIRCUITING AS REQUIRED TO ENSURE PROPER GFCI FUNCTION. 9. PROVIDE OCCUPANCY SENSOR/LIGHTING CONTROL SYSTEM CONTROLLED RECEPTACLE RELAY(S) AS REQUIRED TO SWITCH CONTROLLED RECEPTACLES. CONNECT BRANCH CIRCUITRY AND CONTROL WIRING AS REQUIRED TO ALLOW OCCUPANCY SENSOR/LIGHTING CONTROL SYSTEM RELAY TO SWITCH STANDALONE AND/OR SYSTEMS FURNITURE CONTROLLED RECEPTACLES AS INDICATED ON PLANS. PROVIDE ADDITIONAL CONDUIT, WIRING AND PATHWAYS NECESSARY TO CONNECT BRANCH CIRCUITRY AND CONTROL WIRING TO REMOTE RELAYS TO INCLUDE RELAY(S) LOCATED ON ALTERNATE FLOORS, IN ELECTRICAL ROOMS, ETC. 10. PROVIDE ADDITIONAL J-BOX NEAR PANEL FOR MULTIPLE HOMERUN CIRCUITRY. 11. UNLESS SPECIFICALLY SHOWN AS (E), (R), (ER), (D), EXISTING OR NON-BOLD, ALL ELECTRICAL DEVICES SHOWN ARE NEW. 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -BILL VOLLER tk1sc Job #:B2202330.000 As indicated Issue Date E11.2 POWER PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 POWER PLAN DESCRIPTION DATE 100%CD 08/16/23 1 ASI#1 4/9/25 KEYNOTES 2.007 VERIFY MONITOR HEIGHT ON ARCHITECTURAL ELEVATION. 2.008 REFER TO MOTORIZED EQUIPMENT SCHEDULE FOR MOTOR FEEDER/ BRANCH CIRCUIT INFORMATION. 2.009 PROVIDE 3/4"C.O.(S) TO RESPECTIVE CONTROL DEVICE(S) FOR CONTROL WIRING. REFER TO THE EQUIPMENT CONTROL WIRING DIAGRAMS FOR ADDITIONAL INFORMATION. 2.011 CONNECT CIRCULATION PUMP, TIME CLOCK AND/OR AQUASTAT AS REQUIRED. PROVIDE CODE SIZED DISCONNECT SWITCH AS REQUIRED. SEE PLUMBING PLANS FOR MORE INFORMATION. COORDINATE LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. 2.012 3/4" C. W/ 3#10 AND 1#10 GRD. CONNECT TO ELECTRIC WATER HEATER AS REQUIRED. COORDINATE LOCATION WITH PLUMBING CONTRACTOR PRIOR TO ROUGH-IN. PROVIDE A CODE SIZED DISCONNECT SWITCH AT THE WATER HEATER AS REQUIRED. 2.013 PROVIDE 120V 20A CONNECTION FOR ELECTRIC DOOR. VERIFY CONNECTION REQUIREMENTS WITH MANUFACTURER INSTALLATION GUIDE. 2.014 CONNECT TO MOTORIZED SHADES AS REQUIRED. PROVIDE ALL J-BOXES, LOW VOLTAGE AND LINE VOLTAGE CONTROLS, CONDUIT, CONDUCTORS, SIZED AND INSTALLED PER MOTORIZED SHADE MANUFACTURER'S REQUIREMENTS FOR A COMPLETE AND OPERABLE SYSTEM. COORDINATE INSTALLATION WITH SHADE INSTALLER PRIOR TO ROUGH-IN. 2.015 POWER FOR AWE STATION. 2.018 FLOOR BOX TO BE CONNECTED TO EXISTING FURNITURE SYSTEM. VERIFY IN FIELD FOR EXACT LOCATION. 2.019 CONNECT TO EXISTING FURNITURE SYSTEM. VERIFY IN FIELD FOR EXACT LOCATION. 2.020 CONNECT TO BOOK DETECTION SYSTEM PER MANUFACTURER'S REQUIREMENTS. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. 2.022 EXISTING FLOOR BOX AND RECEPTACLE TO REMAIN. VERIFY EXACT LOCATION IN FIELD. RECONNECT TO NEW CIRCUIT AS INDICATED. 2.023 CONNECT TO IRRIGATION CONTROLLER PER MANUFACTURERS REQUIREMENTS. VERIFY EXACT LOCATION PRIOR TO ROUGH-IN. 2.024 CONNECT TO PROJECTOR SCREEN AND PROVIDE CONTROLS PER MANUFACTURERS REQUIREMENTS. VERIFY EXACT LOCATIONS FOR SCREEN AND CONTROLS PRIOR TO ROUGH-IN. J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 M J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 F J F J F J J m J F J F F F m J J J F F J F J J J M M J J J J 1 A B C D E F 2 3 4 5 PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 WP-C WP-A +96" E40.2 1 E40.2 2 1 1 1 1 3 3 3 3 3 1 5 PA-1,3,5 7 7 7 7 7 99 9 9 13 13 13 151515 11 11 11 9 11 49 49 17 17 17 PA-9,11,13 PA-15,17,19 1313 15 19 19 19 2 2 9 4 4 4 WP-A WP-AWP-A 8 4 PA-6,8,10 16 16PA-16 2.007 2.0092.009 2.0092.009 2.0092.009 6 FC 5 FC 7 FC 8 FC 1 FC 2.008 2.008 2.008 2.008 2.0092.009 2 FC 2.008 2 EF 2.0092.009 PA-18 4 FC 3 FC PA-23,25 2.008 PA-27,29 PA-31,33 1 EWH 2.011 PA-39 2.012 PA-45,47 PA-26,28 PA-22,24 2.0092.009 2.0092.009 PA-34,36 PA-35,37 2.008 10 10 11 5 5 51 11 2.0082.0092.009 PA-30,32 PA-46,48 2.009 2 HRU 1 HRU 2.0092.009 PA-42,44 2.008 2.013 11 PA-4,6,8 PA-41 2.014 2.014 2.014 2.014 PA-43 49PA-49,51 51 51 2.009 2.0092.009 PA-12 2.015 PA-52 PA-53 8 2.019 2.019 2.018 2.019 PA-54 54 2.020 (E) (E) (E) (E) (E)(E)(E)(E) 1 2.022 2.022 (E)3 11 2.022 6 655 PA-57 57 57 15 PA-56 E60.1 5 2.023 PA-5858 PA-59 59 M 59 2.024 4 PA-50 PA-50 PA-50 PA-50 2.027 6 8 12 12 PA-60 PA-60 PA-60 2 (TYP.) 2 2 2 2 2 ASI #2 6/11/25 12. PANELS SHALL BE OF THE DEAD FRONT SAFETY TYPE. PANELS SHALL BE MINIMUM 20" WIDE AND 5-3/4" DEEP UNLESS OTHERWISE NOTED ON PLAN. 13. COORDINATE WITH APPLICABLE TRADE TO INSURE RECESSED MOUNTED PANELBOARDS WILL SEAT FLUSH IN THE WALLS PROVIDED. PANEL TRIMS SHALL HAVE CONCEALED DOORS AND FASTENERS WITH FLUSH TYPE COMBINATION LOCK AND CATCH, TWO MILLED TYPE KEYS SUPPLIED WITH EACH PANEL. ALL LOCKS SHALL BE KEYED ALIKE AND EACH DOOR SHALL HAVE A PLASTIC COVERED DIRECTORY FRAME WITH A TYPED IDENTIFICATION CARD OF ALL CIRCUIT AND PANEL NUMBERS FOR BRANCH CIRCUIT PANELBOARDS. 11. ALL CIRCUIT BREAKERS SHALL BE BOLT-ON TYPE AND SHALL BE SUITABLE FOR 75 DEGREE AMPACITY CONDUCTORS. 9. PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER(S) FOR ANY MULTI-WIRE BRANCH CIRCUIT. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS SHARING A COMMON NEUTRAL (NEC, OR CEC WHERE ADOPTED, 210.4(B),) COMMON YOKE (NEC, OR CEC WHERE ADOPTED, 210.7,) OR FURNITURE SYSTEM NEC OR CEC WHERE ADOPTED, 605.6 AND 605.5 ). WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER INTERLOCKS TO EXISTING MULTI-WIRE BRANCH CIRCUITS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 8. ALL CIRCUIT BREAKERS USED AS SWITCHES SHALL BE UL LISTED AND LABELED "SWD" FOR SWITCHING DUTY. 7. ALL BUSSING SHALL BE TIN PLATED ALUMINUM. 6. WHERE PANEL IS INDICATED AS RECESSED OR FLUSH MOUNTED, PROVIDE SPARE CONDUITS STUBBED UP INTO THE ACCESSIBLE CEILING SPACE. PROVIDE ONE (1) 3/4" CONDUIT ONLY FOR EACH THREE (3) SPARES OR SPACES, MINIMUM OF TWO (2). EACH CONDUIT SHALL BE TAGGED, CAPPED AND MARKED FOR FUTURE USE. 5. WHERE PANEL CIRCUIT BREAKER RATING IS SHOWN AS SERIES RATED, PROVIDE CIRCUIT BREAKERS IN PANELBOARD WHICH ARE SERIES RATED WITH THE UPSTREAM SYSTEM FOR THE AVAILABLE FAULT CURRENT. THE PANELBOARD SHALL BE MARKED WITH THE SERIES CONNECTED RATINGS, AS WELL AS ALL MARKING AS REQUIRED BY THE NEC, OR CEC WHERE ADOPTED, 240-86(B). 4. WHERE PANEL IS INDICATED TO INCLUDE AN I/G BUS, PROVIDE PANELBOARDS WITH AN ISOLATED GROUND BUS, DRILLED AND TAPPED FOR NUMBER OF ISOLATED GROUND CONDUCTORS SHOWN, AS WELL AS FOR ALL SPARES AND SPACES SHOWN ON THE PANELBOARD. 3. WHERE PANEL IS INDICATED TO INCLUDE 200% NEUTRAL, PROVIDE PANELBOARDS UL LISTED AS HAVING NEUTRAL BUSSES RATED TO CARRY 200 PERCENT OF THE CURRENT CARRYING CAPACITY OF THE PHASE BUSSING. OTHERWISE, NEUTRAL BUSSING TO BE FULL SIZE AND RECTANGULAR. 2. WHERE PANEL IS INDICATED TO INCLUDE DOUBLE LUGS, PROVIDE A DOUBLE LUG KIT AT THE SAME END OF THE PANELBOARD AS THE PANELBOARD MAIN LUGS. 1. WHERE PANEL IS INDICATED TO INCLUDE FEED THRU LUGS, PROVIDE FEED THROUGH LUGS AT THE OPPOSITE END OF THE PANELBOARD FROM THE PANELBOARD MAIN LUGS. GENERAL PANEL SCHEDULE NOTES: PANEL SCHEDULE INDEX "F" - PA LA 14. UPON PROJECT COMPLETION, CONTRACTOR SHALL INSTALL TYPED AS-BUILT PANEL DIRECTORIES IN EACH PANEL WITHIN THE MFGR-PROVIDED DIRECTORY HOLDER. THE DIRECTORY SHALL CLEARLY IDENTIFY EACH CIRCUIT TO ITS CLEAR, EVIDENT, AND SPECIFIC PURPOSE OR USE. EACH CIRCUIT IDENTITY SHALL INCLUDE SUFFICIENT DETAIL TO ALLOW EACH CIRCUIT TO BE DISTINGUISHED FROM ALL OTHERS PER NEC, OR CEC WHERE ADOPTED, ART 408.1 AND 408.4 . HANDWRITTEN DIRECTORIES ARE UNACCEPTABLE. COPIES OF AS-BUILT PANEL SCHEDULES SHALL BE PLACED IN PANEL DIRECTORIES. E.C. TO INCLUDE ALL COSTS REQUIRED FOR LARGER-THAN-STANDARD CUSTOM PANEL DIRECTORY HOLDERS TO ACCOMMODATE COPIES OF AS-BUILT PANEL SCHEDULES. 15. PANELBOARDS SHALL BE MANUFACTURED BY G.E., CUTLER-HAMMER, SIEMENS, OR SQUARE "D". FUSED PANEL BOARDS SHALL BE BY COOPER BUSSMANN. SPECIFIC PANEL SCHEDULE NOTES: "E" "D" "C" "B" "A" 16. PROVIDE SHOP DRAWING SUBMITTAL PER THE ELECTRICAL SPECIFICATION SUBMITTAL REQUIREMENTS FOR EACH PANEL DEPICTING CONFORMANCE WITH THE ABOVE NOTES AND SCHEDULES. "G" "H"PROVIDE AFCI TYPE DEVICE COMPLYING WITH NEC, OR CEC WHERE ADOPTED, 210.12(A),(B),(C). - - - - PROVIDE LOCK-ON DEVICE. PROVIDE LOCK-OFF DEVICE. PROVIDE SHUNT TRIP DEVICE. PROVIDE GFCI TYPE DEVICE. PROVIDE A RED CIRCUIT BREAKER. PROVIDE A NEW BREAKER TO MATCH THE EXISTING IN PANEL. EXISTING BREAKER WITH NEW LOAD. AS-BUILT PANEL DIRECTORY NOTE: BRANCH CIRCUIT LOCATIONS NOTED WITH "(E)" INDICATE EXISTING CIRCUIT(S). THE IDENTITIES OF THESE CIRCUITS ARE BASED ON EXISTING PANEL DIRECTORIES AND/OR LIMITED AS-BUILT INFORMATION. CONTRACTOR SHALL FIELD VERIFY EACH BRANCH CIRCUIT AND PROVIDE COMPLETE, TYPED AS-BUILT PANEL DIRECTORIES AS REQUIRED THAT DISTINGUISH EACH CIRCUIT PER NEC, OR CEC WHERE ADOPTED, ART 408.1 AND 408.4. COMPLETED DIRECTORIES SHALL BE SUBMITTED TO THE ELECTRICAL INSPECTOR PRIOR TO FINAL ELECTRICAL INSPECTION. INCLUDE ALL COSTS IN BID. EXISTING CIRCUIT BREAKER NOTE: PROVIDE BREAKER INTERLOCK WITH ADJACENT BREAKER(S) FOR ANY MULTI-WIRE BRANCH CIRCUIT. BREAKER INTERLOCK GROUPING SHALL BE BY BRANCH CIRCUIT GROUP (i.e. MULTIPLE CIRCUITS SHARING A COMMON NEUTRAL (NEC, OR CEC WHERE ADOPTED, 210.4(B),) COMMON YOKE (NEC, OR CEC WHERE ADOPTED, 210.7,) OR FURNITURE SYSTEM NEC OR CEC WHERE ADOPTED, 605.5 AND 605.7). WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER INTERLOCKS TO EXISTING MULTI-WIRE BRANCH CIRCUITS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 10. PROVIDE BREAKER LOCK OFF DEVICE ON ANY CIRCUIT BREAKER FEEDING A TRANSFORMER AS REQUIRED, PER NEC, OR CEC WHERE ADOPTED, 450.14. WHERE AN EXISTING PANEL IS BEING ALTERED OR MODIFIED IN ANY WAY, CONTRACTOR SHALL INCLUDE ALL COSTS IN BASE BID TO ADD BREAKER LOCK-OFF DEVICES TO EXISTING TRANSFORMER CIRCUIT BREAKERS BASED ON CONTRACTOR'S INVESTIGATION OF EXISTING CONDITIONS. 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -BILL VOLLER tk1sc Job #:B2202330.000 12" = 1'-0" Issue Date E40.3 PANEL SCHEDULES 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 W = WATER HEATER R = RECEPTACLE P = POWER M = MOTOR HIGH PHASE: 29 A 3431 VA L = LIGHTING TOTAL DEMAND LOAD: 29.6 A 10657 VA K = KITCHEN Lighting 640 VA 100.00% 640 VA TOTAL CONNECTED LOAD: 24.0 A 8654 VA H = HVAC EQUIP L 8014 VA 125.00% 10017 VA AMPS KVA LOAD TYPE KEY LOAD CLASSIFICATION CONNECTED LOAD AVG. DEMAND... ESTIMATED DEMAND PANEL TOTALS COMMENTS:24.9 A 29.3 A 19.3 A PHASE TOTALS:2903.00 VA 3431.20 VA 2319.40 VA SPACE -- 1 -- 41 -- -- 42 -- 1 -- SPACE SPACE -- 1 -- 39 -- -- 40 -- 1 -- SPACE SPACE -- 1 -- 37 -- -- 38 -- 1 -- SPACE SPACE -- 1 -- 35 -- -- 36 -- 1 -- SPACE SPACE -- 1 -- 33 -- -- 34 -- 1 -- SPACE SPACE -- 1 -- 31 -- -- 32 -- 1 -- SPACE SPACE -- 1 -- 29 -- -- 30 -- 1 -- SPACE SPACE -- 1 -- 27 -- -- 28 -- 1 -- SPACE SPACE -- 1 -- 25 -- -- 26 -- 1 -- SPACE SPACE -- 1 -- 23 -- -- 24 -- 1 -- SPACE SPACE -- 1 -- 21 -- -- 22 -- 1 -- SPACE SPACE -- 1 -- 19 -- -- 20 -- 1 -- SPACE SPARE 20 A 1 -- 17 0 0 18 -- 1 20 A SPARE SPARE 20 A 1 -- 15 0 0 16 -- 1 20 A SPARE LTG. SIGNAGE 20 A 1 L 13 500 0 14 -- 1 20 A SPARE LTG. Room 107, 101, 102, 103 20 A 1 L 11 532 359 12 L 1 20 A LTG. Room 101, 133 LTG. Room 122, 137, 121, 119, 118, 136 20 A 1 L 9 461 1024 10 L;... 1 20 A LTG. Room 124, 131, 132, 126 LTG. MULTIPURPOSE ROOM 110 20 A 1 L 7 653 960 8 L;... 1 20 A LTG. OPEN 132 LTG. Room 105, 107, 116, 115, 117, 111, 113, 112,... 20 A 1 L 5 309 1120 6 L;... 1 20 A LTG. OPEN 134 LTG. INNOVATION CENTER 104 20 A 1 L 3 1218 728 4 L 1 20 A LTG. OPEN 131 LTG. EXTERIOR 20 A 1 L 1 160 630 2 L 1 20 A LTG. OPEN 133 N O T E DESCRIPTION B K R P O L E T Y P E C I R C A (VA) B (VA) C (VA) C I R C T Y P E P O L E B K R DESCRIPTION N O T E M.L.O.:No AIC:10000 BUS:225 A FEED THRU:No I/G BUS:No WIRE:4 MCB:200A NEMA 3R:No 200% NEUTRAL:No PHASE:3 LOCATION:ELEC. RM 111 MOUNTING:SURFACE DOUBLE-LUGS:No VOLTS:120/208 Wye SUPPLY FROM: PANEL: LA W = WATER HEATER R = RECEPTACLE P = POWER M = MOTOR HIGH PHASE: 156 A 18524 VA L = LIGHTING M 27224 VA 104.13% 28349 VA TOTAL DEMAND LOAD: 132.0 A 47564 VA K = KITCHEN R 22070 VA 72.66% 16035 VA TOTAL CONNECTED LOAD: 145.7 A 52474 VA H = HVAC EQUIP P 3180 VA 100.00% 3180 VA AMPS KVA LOAD TYPE KEY LOAD CLASSIFICATION CONNECTED LOAD AVG. DEMAND... ESTIMATED DEMAND PANEL TOTALS COMMENTS:135.6 A 149.1 A 156.2 A PHASE TOTALS:16270.00 VA 17680.00 VA 18524.00 VA SPACE -- 1 -- 83 -- -- 84 -- 1 -- SPACE SPACE -- 1 -- 81 -- -- 82 -- 1 -- SPACE SPACE -- 1 -- 79 -- -- 80 -- 1 -- SPACE SPACE -- 1 -- 77 -- -- 78 -- 1 -- SPACE SPACE -- 1 -- 75 -- -- 76 -- 1 -- SPACE SPACE -- 1 -- 73 -- -- 74 -- 1 -- SPACE SPACE -- 1 -- 71 -- -- 72 -- 1 -- SPACE SPACE -- 1 -- 69 -- -- 70 -- 1 -- SPACE SPACE -- 1 -- 67 -- -- 68 -- 1 -- SPACE SPARE 20 A 1 -- 65 0 0 66 -- 1 20 A SPARE SPARE 20 A 1 -- 63 0 0 64 -- 1 20 A SPARE SPARE 20 A 1 -- 61 0 0 62 -- 1 20 A SPARE R MULTIPURPOSE ROOM 110 PROJECTOR &... 20 A 1 R; P 59 860 540 60 R 1 20 A R OPEN 131 R Room 132, 131 COMPUTERS 20 A 1 R 57 720 500 58 P 1 20 A P IRRIGATION CONTROLLER R CORRIDOR 102 COMPUTER 20 A 1 R 55 360 10 56 R 1 20 A R CORRIDOR 103 DRINK FTN/BTL FILL COPIER 20 A 1 R 53 1000 500 54 P 1 20 A P LOBBY 101 BOOK DETECTION SYSTEM R MULTIPURPOSE ROOM 110 20 A 1 R 51 1080 180 52 R 1 20 A AWE STATION OPEN 131 R MULTIPURPOSE ROOM 110 20 A 1 R 49 1080 720 50 R 1 20 A R OPEN 131 -- -- -- -- -- 47 2250 920 48 -- -- -- -- -- EWH-1 20 A 2 M 45 2250 920 46 M 2 15 A HRU-2 MECHO SHADES 104 20 A 1 P 43 500 920 44 -- -- -- -- -- MECHO SHADES 104 20 A 1 P 41 500 920 42 M 2 15 A HRU-1 CP-1 20 A 1 R 39 180 1130 40 M 1 20 A EF-4 -- -- -- -- -- 37 1380 1130 38 M 1 20 A EF-3 FC-4 20 A 2 M 35 1380 920 36 -- -- -- -- -- -- -- -- -- -- 33 920 920 34 M 2 15 A FC-8 FC-3 20 A 2 M 31 920 920 32 -- -- -- -- -- -- -- -- -- -- 29 920 920 30 M 2 15 A FC-7 FC-2 15 A 2 M 27 920 920 28 -- -- -- -- -- -- -- -- -- -- 25 920 920 26 M 2 15 A FC-6 FC-1 15 A 2 M 23 920 920 24 -- -- -- -- -- REC. EXTERIOR 20 A 1 R 21 540 920 22 M 2 15 A FC-5 REC. STAFF/OFFICE 121 20 A 1 R 19 540 1130 20 M 1 20 A EF-1 REC. MULTIPURPOSE ROOM 110 20 A 1 R 17 1080 14 18 M 1 20 A EF-2 REC. STAFF WORKROOM/ LOUNGE 122 20 A 1 R 15 1080 360 16 R 1 20 A TV MONITORS REC. LIBRARIAN 137 20 A 1 R 13 900 500 14 P 1 20 A FACP AE REC. Room 101, 103, 102 20 A 1 R; P 11 1440 360 12 R 1 20 A R LOBBY 101 REC. Room 113, 116, 115, 117, 123 20 A 1 R 9 1080 720 10 R 1 20 A REC. OPEN 133 REC. Room 105, 107 20 A 1 R 7 900 900 8 R 1 20 A REC. Room 133, 131 REC. INNOVATION CENTER 104 20 A 1 R 5 1260 900 6 R 1 20 A REC. OPEN 131 REC. INNOVATION CENTER 104 20 A 1 R 3 1260 1080 4 R 1 20 A REC. Room 130, 126 REC. INNOVATION CENTER 104 20 A 1 R 1 1260 360 2 R 1 20 A REC. PATIO 135, EXTERIOR N O T E DESCRIPTION B K R P O L E T Y P E C I R C A (VA) B (VA) C (VA) C I R C T Y P E P O L E B K R DESCRIPTION N O T E M.L.O.:No AIC:10000 BUS:225 A FEED THRU:No I/G BUS:No WIRE:4 MCB:150A NEMA 3R:No 200% NEUTRAL:No PHASE:3 LOCATION:ELEC. RM 111 MOUNTING:SURFACE DOUBLE-LUGS:No VOLTS:120/208 Wye SUPPLY FROM: PANEL: PA (E) MS (E) MS 2 2 DESCRIPTION DATE 100%CD 08/16/23 1 ASI#1 4/9/25 2 ASI#2 6/11/25 CALGREEN MANDATORY MEASURE NOTES 1. FOR NEW BUILDING 10,000 SQUARE FEET AND OVER, BUILDING COMMISSIONING SHALL BE INCLUDE IN THE DESIGN AND CONSTRUCTION PROCESSES OF THE BUILDING PROJECT TO VERIFY THAT THE BUILDING SYSTEMS AND COMPONENTS MEET THE OWNER'S OR OWNER REPRESENTATIVE'S PROJECT REQUIREMENTS. THE COMMISSIONING REQUIREMENTS SHALL INCLUDE OWNER'S PROJECT REQUIREMENTS (OPR), BASIS OF DESIGN (BOD), COMMISSIONING MEASURES, COMMISSIONING PLAN, FUNCTIONAL PERFORMANCE TESTING, DOCUMENTATION AND TRAINING AND A FINAL COMMISSIONING REPORT. (CALGREEN SECTION 5.410.2) 2. PROVIDE TESTING AND ADJUSTING OF SYSTEMS IN ACCORDANCE WITH CALGREEN SECTION 5.410.4. 3. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. (CALGREEN SECTION 5.504.1) 4. AT THE TIME OF ROUGH INSTALLATION, DURING STORAGE ON THE CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING CONSTRUCTION SITE AND UNTIL FINAL STARTUP OF THE HEATING, COOLING DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEET METAL OR OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF WATER, DUST AND DEBRIS, WHICH MAY ENTER THE SYSTEM. (CALGREEN SECTION 4.501 OR 5.504.3) 5. ALL PAINTS, ADHESIVES, SEALANTS AND CAULKS SHALL MEET THE REQUIREMENTS OF CALGREEN SECTION 4.504.2 OR 5.504.4. 6. IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR OUTSIDE AND RETURN AIR THAT PROVIDES ATLEAST A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8. MERV 13 SHALL BE INSTALLED PRIOR TO OCCUPANCY, AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF THE SAME VALUE SHALL BE INCLUDED IN THE OPERATIONS AND MAINTENANCE MANUAL. (CALGREEN SECTION 5.504.5.3) 7. FOR BUILDINGS OR ADDITIONS EQUIPPED WITH DEMAND CONTROL VENTILATION, CO2 SENSORS AND VENTILATION CONTROLS SHALL BE SPECIFIED AND INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF THE CALIFORNIA ENERGY CODE. (CALGREEN SECTION 5.506.2) 8. HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY CHLOROFLUOROCARBONS (CFSs). (CALGREEN SECTION 5.508.1.1) 9. HVAC, REFRIGERATION AND FIRE SUPPRESSION EQUIPMENT SHALL NOT CONTAIN ANY HALONS. (CALGREEN SECTION 5.508.1.2) 10. LOW-RISE RESIDENTIAL: EACH BATHROOM SHALL BE MECHANICALLY VENTILATED. FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL. HUMIDITY CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGES OF LESS THAN OR EQUAL TO 50% TO A MAXIMUM OF 80%. A HUMIDITY CONTROL MAY UTILIZE MANUAL OR AUTOMATIC MEANS OF ADJUSTMENT. (CALGREEN SECTION 4.506) TITLE-24 MANDATORY MEASURES EQUIPMENT AND SYSTEMS EFFICIENCY 1. ANY APPLIANCE FOR WHICH THERE IS A CALIFORNIA STANDARD ESTABLISHED IN THE APPLIANCE EFFICIENCY STANDARDS MAY BE INSTALLED ONLY IF THE MANUFACTURER HAS CERTIFIED TO THE COMMISSION, AS SPECIFIED IN THOSE REGULATIONS, T HAT THE APPLIANCE COMPLIES WITH THE APPLICABLE STANDARD FOR THAT APPLIANCE. 2. PIPING AND DUCTING SYSTEMS SHALL BE INSULATED IN ACCORDANCE WITH THE SECTIONS 120.3, 120.4, 120.7 OF TITLE 24 ENERGY EFFICIENCY STANDARDS, CHAPTER 6 OF THE 2022 CMC, AND ALL CODES HAVING JURISDICTION. 3. ALL HVAC SYSTEMS SHALL MEET THE EFFICIENCY AND CONTROL REQUIREMENTS PER SECTION 110.2 AND 120.2 E.E.S. 4. ALL HVAC EQUIPMENT AND APPLIANCES SHALL MEET THE REQUIREMENTS PER SECTION 110.1-110.3, 110.5, 120.1-120.4 TITLE-24 ENERGY STANDARDS. 5. EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH AN AUTOMATIC TIME SWITCH WITH AN ACCESSIBLE MANUAL OVERRIDE THAT ALLOW OPERATION OF THE SYSTEM DURING OFF-HOURS FOR UP TO 4 HOURS. THE TIME SWITCH SHALL BE CAPABLE OF PROGRAMMING DIFFERENT SCHEDULES FOR WEEKDAYS AND WEEKENDS, INCORPORATE AN AUTOMATIC HOLIDAY "SHUT-OFF" FEATURE THAT TURNS OFF ALL LOADS FOR AT LEAST 24 HOURS, THEN RESUMES THE NORMALLY SCHEDULED OPERATION, AND HAS PROGRAM BACKUP CAPABILITIES THAT PREVENT THE LOSS OF THE DEVICE'S PROGRAM AND TIME SETTING FOR AT LEAST 10 HOURS IF POWER IS INTERRUPTED. 6. EACH SPACE CONDITIONING SYSTEM SHALL BE INSTALLED WITH CONTROLS THAT TEMPORARILY RESTART AND TEMPORARILY OPERATE THE SYSTEM AS REQUIRED TO MAINTAIN A SETBACK HEATING AND COOLING THERMOSTAT SETPOINT. 7. EACH SPACE CONDITIONING ZONE SHALL BE CONTROLLED BY AN INDIVIDUAL THERMOSTATIC CONTROL THAT RESPONDS TO TEMPERATURE WITHIN THE ZONE. WHERE USED TO CONTROL HEATING, THE CONTROL SHALL BE ADJUSTABLE DOWN TO 55°F OR LOWER. FOR COOLING, THE CONTROL SHALL BE ADJUSTABLE UP TO 85°F OR HIGHER. WHERE USED TO CONTROL BOTH HEATING AND COOLING, THE CONTROL SHALL BE CAPABLE OF PROVIDING A DEAD BAND OR AT LEAST 5°F WITHIN WHICH THE SUPPLY OR HEATING AND COOLING IS SHUT OFF OF REDUCED TO A MINIMUM. 8. THERMOSTATS SHALL HAVE NUMERIC SETPOINTS IN °F. 9. THERMOSTATS SHALL HAVE ADJUSTABLE SETPOINT STOPS ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL. 10. VRF HEAT PUMPS SHALL BE INSTALLED WITH CONTROLS TO PREVENT ELECTRIC RESISTANCE SUPPLEMENTARY HEATER OPERATION WHEN THE HEATING LOAD CAN BE MET BY VRF THE HEAT PUMP ALONE. ELECTRIC RESISTANCE SUPPLEMENTARY HEATING OPERATION IS PERMITTED DURING TRANSIENT PERIODS, SUCH AS START-UPS AND FOLLOWING ROOM THERMOSTAT SETPOINT ADVANCE, WHEN CONTROLS ARE PROVIDED WHICH USE PREFERENTIAL RATE CONTROL, INTELLIGENT RECOVERY, STAGING, RAMPING, OR SIMILAR CONTROL MECHANISMS DESIGNED TO PRECLUDE THE UNNECESSARY OPERATION OF SUPPLEMENTARY HEATING DURING THE RECOVERY PERIOD. SUPPLEMENTARY HEATER OPERATION IS ALSO PERMITTED DURING DEFROST. 11. GRAVITY OR AUTOMATIC DAMPERS INTERLOCKED AND CLOSED ON FAN SHUTDOWN SHALL BE PROVIDED ON THE OUTSIDE AIR INTAKES AND DISCHARGES OF ALL SPACE CONDITIONING AND EXHAUST SYSTEMS. 12. ALL GRAVITY VENTILATING SYSTEMS SHALL BE PROVIDED WITH AUTOMATIC OR READILY ACCESSIBLE MANUALLY OPERATED DAMPERS IN ALL OPENINGS TO THE OUTSIDE, EXCEPT FOR COMBUSTION AIR OPENINGS. 13. ALL BALANCING: ALL SPACE CONDITIONING AND VENTILATION SYSTEMS SHALL BE BALANCED TO THE QUANTITIES SPECIFIED IN THESE PLANS, IN ACCORDANCE WITH AND PERFORMED BY A COMPANY CERTIFIED BY THE NATIONAL ENVIRONMENTAL BALANCING BUREAU (NEBB) PROCEDURAL STANDARDS (1983), OR ASSOCIATED AIR BALANCE COUNCIL (AABC) NATIONAL STANDARDS (1986). 14. OUTSIDE AIR CERTIFICATION: THE SYSTEM SHALL PROVIDE THE MINIMUM OUTSIDE AIR AS SHOWN ON THE MECHANICAL DRAWINGS, AND SHALL BE MEASURED AND CERTIFIED BY THE INSTALLING LICENSED C-20 MECHANICAL CONTRACTOR. 15. THE AIR CONDITIONING SYSTEM SHALL BE ENERGIZED 1 HOUR IMMEDIATELY PRIOR TO OCCUPANCY TO PROVIDE THE MINIMUM REQUIRED VENTILATION RATE. R ABBREVIATIONS HVAC LEGEND CONTROLS (PLAN) DUCTWORK GENERAL PIPING BACKDRAFT DAMPER AUTOMATIC DAMPER (WITH ACTUATOR) REMOVE EXIST. EQUIP., PIPES, OR DUCT SHOWN HATCHED DOOR LOUVER OR UNDERCUT DUCT RISE / DUCT DROP D.L./U.C. MANUAL VOLUME DAMPER EXIST. DUCTWORK TO BE REMOVED & CAPPED EXIST. MECHANICAL EQUIPMENT & DUCT EXIST. DIFFUSER OR RETURN AIR GRILLE TO BE REMOVED CO2 SENSORCO2 x ROOM THERMOSTAT & ZONE NUMBERT EM ME M INSTALLED BY MECHANICAL FURNISHED BY ELECTRICAL BY MECHANICAL FURNISHED & INSTALLED INSTALLED BY ELECTRICAL FURNISHED BY MECHANICAL TOTAL LENGTH (FT) CFM/FT # OF SLOTS -SLOT WIDTH AIR QUANTITY (C.F.M.) TYPE SUPPLY, RETURN, & EXHAUST REGISTER LINEAR SUPPLY & RETURN E FURNISHED & INSTALLED BY ELECTRICAL AIR QUANTITY (C.F.M) TYPE RELIEF AIR GRILLE DESCRIPTIONSYMBOL 14"x12" RECTANGULAR DUCT SIZE (WIDTH x DEPTH IN INCHES) DUCT WITH SOUND INSULATION SUPPLY AIR RETURN AIR EXHAUST AIR FLEXIBLE DUCT 14"x12" ROUND DUCT SIZE (WIDTH x DEPTH IN INCHES) 14" ø 14"ø RECTANGULAR DUCT UP RECTANGULAR DUCT DOWN DUCT TRANSITION (RECTANGULAR TO ROUND) LINEAR DIFFUSER PIPE RISE PIPE DROP PIPE BRANCH (REAG) (RAR/EAR) BAS BUILDING AUTOMATION SYSTEM BDD BACKDRAFT DAMPER CBC CALIFORNIA BUILDING CODE CEC CALIFORNIA ELECTRICAL CODE CFC CALIFORNIA FIRE CODE CMC CALIFORNIA MECHANICAL CODE CPC CALIFORNIA PLUMBING CODE HRU HEAT RECOVERY UNIT TYP TYPICAL U/C UNDERCUT DOOR EQUIPMENT NUMBER TYPE MARK EQUIPMENT TAG UTR UP THROUGH ROOF 1. ALL MECHANICAL, PLUMBING, AND ELECTRICAL COMPONENETS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THE APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWING COMPONENETS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENT REQUIREMENTS PRESCRIBED IN THE 2022 CALIFORNIA BUILDING CODE REQUIREMENTS IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS -ASCE 7-10, SECTION 13.6 AND TABLE 13.6-1 A. ALL PERMANENT EQUIPMENT AND COMPONENTS. B. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED) TO THE BUILDING UTILITY SERVICE SUCH AS ELECTRICITY, GAS OR WATER. C. MOVABLE EQUIPMENT WHICH IS STATION IN ONE PLACE OR MORE THAN 8 HOURS AND HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARY ATTACHMENTS. 2. THE FOLLOWING MECHANICAL AND ELECTRICAL COMPONENTS SHALL BE POSITIVELY ATTACHED TO THE STRUCTURE, BUT THE ATTACHMENT NEED NOT TO BE DETAILEDO N PLAN. THESE COMPONENETS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT AND ASSOCAITED DUCTWORK, PIPING, AND CONDUIT. A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVE A CENTER OF MASS LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLY SUPPORT THE COMPONENT. B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS, LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR HUNG FROM WALL. 3. FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THE INSTALLATION SHALL BE INSTALLED PER SMACNA GUIDELINES AND/OR MANUFACTURER'S RECOMMENDATIONS. 4. SEISMIC ANCHORAGE OF EQUIPMENT AND BRACING OF PIPING/DUCTWORK SYSTEMS SHALL BE PROVIDED IN ACCORDANCE WITH THE AMERICAN SOCIETY OF CIVIL ENGINEERS -ASCE 7-10, 13.6 AND TABLE 13.6-1. EQUIPMENT ANCHORAGE AND BRACING 1. THE MECHANICAL DRAWINGS ARE DIAGRAMMATIC ONLY. DO NOT SCALE THE DRAWINGS TO DETERMINE THE LOCATION OF EQUIPMENT OR UTILITIES. SEE ARCHITECTURAL PLANS, WHERE PROVIDED ON PROJECT, FOR EXTENT OF DEMOLITION. 2. ITEMS NOT INDICATED TO BE REMOVED SHALL BE PROTECTED IN PLACE. 3. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL FOR ALL ITEMS INDICATED TO BE REMOVED. PENDING OWNER'S INSPECTION AND REVIEW, ALL SUCH ITEMS SHALL BE REMOVED INTACT, FULLY FUNCTIONAL AND SUITABLE FOR REUSE, AND SHALL BE PROTECTED FROM DAMAGE. CONTRACTOR SHALL CONFIRM WITH THE OWNER'S REPRESENTATIVE ACCEPTANCE OR REFUSAL OF SUCH ITEMS. ALL ITEMS ACCEPTED BY THE OWNER SHALL BE DELIVERED BY THE CONTRACTOR TO ONSITE STORAGE LOCATIONS AS DIRECTED BY THE OWNER'S REPRESENTATIVE. ALL ITEMS REFUSED BY THE OWNER SHALL BE DISPOSED OF BY THE CONTRACTOR IN AN APPROVED MANNER. 4. NO EXISTING EQUIPMENT OR MATERIAL SHALL BE REUSED WITHOUT THE SPECIFIC APPROVAL OF THE OWNER'S REPRESENTATIVE. 5. REMOVAL OF CERTAIN EXISTING WORK WILL BE NECESSARY FOR THE SATISFACTORY PERFORMANCE OF THE GENERAL WORK. NOT ALL EXISTING CONDITIONS ARE DETAILED ON THE DRAWINGS. CONTRACTOR SHALL SURVEY THE SITE AND MAKE ALL NECESSARY CHANGES REQUIRED BASED ON THE EXISTING CONDITIONS FOR THE PROPER INSTALLATION OF NEW WORK. 6. THE EXISTING CONDITIONS SHOWN ARE FROM AVAILABLE RECORD DRAWINGS AND SHOWN FOR REFERENCE CONTRACTOR SHALL VERIFY ACTUAL EXISTING CONDITIONS AT SITE PRIOR TO SUBMITTING BID. ALL DEMOLITION, ALTERATION, EXTENSION, RELOCATION, REHABILITATION WORK SHALL BE INCLUDED IN CONTRACT. NO ADDITIONAL ALLOWANCE OR CHANGE ORDERS WILL BE ACCEPTED. 7. CONTRACTOR IS RESPONSIBLE TO RELOCATE OR REMOVE FROM WALLS, CEILINGS, FLOOR SPACES, ETC. ANY EXISTING PIPING, DUCT, FIRE-SMOKE DAMPERS, OR OTHER MECHANICAL EQUIPMENT WHICH INTERFERES WITH PLANNED REMODEL WORK. 8. NOTIFY THE ENGINEER IMMEDIATELY WHEREVER EXISTING EQUIPMENT IS ENCOUNTERED WHICH MUST BE RELOCATED DUE TO THE NEW CONSTRUCTION, OR NOT INDICATED ON AS-BUILT DRAWINGS OR WAS BURIED UNDERGROUND OR EMBEDDED IN STRUCTURE WALLS. 9. CAREFULLY PROTECT ALL WALLS, TRIM, FLOORS, EQUIPMENT, UTILITY LINES AND MATERIALS. WHEN WORKING ON FINISHED SURFACES, LIMIT DAMAGE TO THE SMALLEST AREA POSSIBLE AND RESTORE TO THE ORIGINAL CONDITION ALL SURFACES WHICH ARE DAMAGED BECAUSE OF THE INSTALLATION OF THIS WORK. 10. EQUIPMENT, MATERIALS AND SUPPLIES TEMPORARILY REMOVED FOR PROTECTION SHALL BE REPLACED IN ORIGINAL LOCATIONS. ANY MATERIALS DAMAGED SHALL BE REPLACED WITH NEW MATERIALS OF LIKE KIND AND QUALITY. 11. DEMOLITION WORK SHALL BE DONE IN A MANNER WHICH WILL NOT CAUSE UNNECESSARY INCONVENIENCE OR DANGER TO USERS OF THE PREMISES AND ADJACENT SITE, AND NOT INTERFERE WITH ITS OPERATION. ANY DEMOLITION WORK TO BE PERFORMED MUST BE PLANNED IN ADVANCE. 12. RESEAL ALL PENETRATIONS OR OPENING THROUGH WALLS, CEILING, FLOORS, ETC., TO MAINTAIN THE RATING OF STRUCTURE. 13. ALL REMOVED MATERIALS AND EQUIPMENT WHICH ARE SALVAGED MATERIALS SHALL REMAIN IN THE PROPERTY OF THE OWNER. DELIVER SUCH SALVAGED MATERIALS AND EQUIPMENT ON THE PREMISES AS DIRECTED BY OWNER AND NEATLY PILE OR STORE AND PROTECT FROM DAMAGE. DISPOSE OF ALL HAZARDOUS MATERIAL PER FEDERAL, STATE AND LOCAL REGULATIONS AND OTHER AGENCIES HAVING JURISDICTION. 14. ALL DEMOED, ALTERED AND RELOCATED COMPONENTS SHALL BE REFLECTED ON THE AS-BUILT RECORD DOCUMENTS. GENERAL DEMOLITION NOTES 1. ALL DRAWINGS ARE CONSIDERED TO BE PART OF THE CONTRACT DOCUMENT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REVIEW AND COORDINATION OF ALL DRAWINGS PRIOR TO ANY CONSTRUCTION, INCLUDING STRUCTURAL, PLUMBING, AIR CONDITIONING AND ELECTRICAL. ANY DISCREPANCIES THAT OCCUR SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO THE START OF CONSTRUCTION SO THAT A CLARIFICATION CAN BE ISSUED. ANY WORK PERFORMED IN CONFLICT WITH THE CONTRACT DOCUMENTS OR ANY CODE REQUIREMENT SHALL BE CORRECTED BY THE CONTRACTOR AT HIS OWN EXPENSE, AND AT NO EXPENSE TO THE OWNER. 2. ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION STANDARDS. IF CLARIFICATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO PROCEEDING WITH THE WORK. 3. DO NOT SCALE DRAWINGS. ALL DIMENSIONS AND JOB SITE CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR AT THE JOB SITE PRIOR TO BID SUBMITTAL, START OF CONSTRUCTION AND/OR FABRICATION OF MATERIALS. IF DISCREPANCIES ARE ENCOUNTERED, THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. 4. THE CONTRACTOR SHALL FURNISH ALL MATERIALS, LABOR, EQUIPMENT, TRANSPORTATION AND SERVICES NECESSARY FOR COMPLETION OF THE WORK AND PROVIDE A FULLY OPERATIONAL SYSTEM. ALL MATERIALS AND WORK SHALL COMPLY WITH APPLICABLE CODES AND GOVERNING REGULATIONS AND MEET THE APPROVAL OF THE CITY AND STATE FIRE MARSHALL. 5. CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR PROTECTION AND REPAIR OF ADJACENT EXISTING SURFACES AND AREAS WHICH MAY BE DAMAGED AS A RESULT OF DEMOLITION AND/OR NEW WORK. 6. ALL EQUIPMENT THAT IS REMOVED AND NOT REUSED SHALL BE COORDINATED WITH, AND/OR RETURNED TO, THE BUILDING OWNER. 7. VERIFY FINAL LOCATION OF THERMOSTATS WITH ARCHITECT AND/OR TENANT CONSTRUCTION COORDINATOR PRIOR TO ANY INSTALLATION WORK 8. CONTRACTOR SHALL PROVIDE RECORD/AS BUILT DOCUMENTS TO CONSTRUCTION COORDINATOR, ARCHITECT AND ENGINEER AT COMPLETION OF CONSTRUCTION. 9. MAINTAIN NET FREE AREA EQUAL TO DUCT SIZE WHERE FIRE DAMPERS OCCUR. 10. ROOM THERMOSTATS SHALL BE CAPABLE OF BEING SET TO MAINTAIN SPACE TEMPERATURE SET POINTS FOR 55° F TO 85° F AND SHALL BE CAPABLE OF OPERATING THE HEATING AND COOLING IN SEQUENCE. THERMOSTATS SHALL BE ADJUSTABLE TO PROVIDE A TEMPERATURE RANGE OF UP TO 5° F BETWEEN FULL HEATING AND FULL COOLING BEING SUPPLIED. TEMPERATURE CONTROL SYSTEM SHALL OPERATE IN ACCORDANCE WITH THE BASE BUILDING SEQUENCE OF OPERATION 11. PROVIDE MINIMUM DUCT RADIUS ON ELBOWS AT 1-1/2 TIMES DUCT SIZE. 12. ALL CEILING DIFFUSERS ARE 4-WAY THROW UNLESS NOTED OTHERWISE. A. DIFFUSERS SHALL BE ADJUSTED BY MECHANICAL CONTRACTOR AND/OR TEST & BALANCE CONTRACTOR FROM 4-WAY TO 3-WAY OR 2-WAY WHEN WITHIN 3'-0 OF ADJACENT WALL OR CORNER. SUBMIT PROPOSED ADJUSTMENTS IN WRITING PRIOR TO ADJUSTING. 13. CONTRACTOR SHALL STRICTLY COORDINATE ALL CEILING DIFFUSERS AND GRILLES WITH ARCHITECTURAL REFLECTED CEILING PLAN. IF ANY DISCREPANCIES ARE ENCOUNTERED THE ENGINEER SHALL BE NOTIFIED FOR CLARIFICATION. VERIFY WITH OWNERS REPRESENTATIVE IN FIELD PRIOR TO INSTALLATION. 14. MATERIALS EXPOSED WITHIN DUCT OR PLENUM SHALL COMPLY WITH SECTION 602.2 AND 605.0 OF THE 2022 CMC. ALL MATERIALS EXPOSED WITHIN THE CEILING PLENUM SHALL HAVE A FLAME-SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE DEVELOPED RATING OF NOT MORE THAN 50. 15. PROVIDE SMOKE DETECTORS IN MAIN SUPPLY AIR DUCTS OF AIR MOVING SYSTEMS EXCEEDING 2,000 CFM PER SECTION 608.0 CMC. 16. MECHANICAL SYSTEMS SHALL COMPLY WITH REQUIREMENTS OF 2022 CFC SECTION 606. 17. VENTS SHALL NOT TERMINATE LESS THAN 3-FT. ABOVE ANY OUTSIDE-OR MAKEUP-AIR INLET LOCATED WITHIN 10-FT. AT THE ROOF LEVEL, PER CMC 806.6. 18. THE CONTRACTOR SHALL COORDINATE ALL CEILING ACCESS PANELS FOR SERVICING MECHANICAL EQUIPMENT/DEVICES WITH THE ARCHITECT AND INTERIOR DESIGNER AS APPLICABLE. 19. PRIOR TO ROUGH-IN OF ELECTRICAL. PROVIDE COORDINATION SHOP DRAWINGS OF T-STAT LOCATIONS TO ARCH./ENG. FOR REVIEW. 20. DUCT SEALING: A. DUCTWORK SHALL BE SEALED PRIOR TO DELIVERY TO JOB SITE. B. DUCTWORK SHALL BE SEALED DURING DELIVERY. C. DUCTWORK SHALL BE SEALED UPON INSTALLATION. D. OPENINGS INTO EQUIPMENT AND DUCTWORK SHALL BE SEALED DURING CONSTRUCTION. 21. ALL CONTROL WIRING ROUTED IN CEILING SPACE SHALL BE CLEARLY IDENTIFIED & SECURED TO DUCTWORK OR TIGHT TO STRUCTURE TO PREVENT DAMAGE DURING FUTURE TENTANT IMPROVEMENT PROJECTS. 22. THE CONTRACTOR SHALL VERIFY ALL DIFFUSER/GRILLE/REGISTER/BORDER AND FRAME TYPES WITH THE ARCHITECTURAL REFLECTED CEILING PLAN PRIOR TO ORDERING. COORDINATE ALL FINISHES WITH ARCHITECT. 23. ALL HVAC SYSTEMS INCLUDING HYDRONIC SYSTEMS SHALL BE BALANCED IN ACCORDANCE WITH AN APPROVED METHOD PER THE CMC SECTION 317.1, CALGREEN AND THE ENERGY EFFICIENCY STANDARDS. 24. THROUGH-PENETRATIONS AND MEMBRANE PENETRATIONS SHALL BE PROTECTED BY AN APPROVED PENETRATION FIRESTOP SYSTEM OR MEMBRANE PENETRATION FIRESTOP SYSTEM INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 814 OR UL 1479, WITH MINIMUM POSITIVE PRESSURE DIFFERENTIAL OF 0.01 INCH (2.49 PA) OF WATER OR AS OTHERWISE PERMITTED BY CBC, SECTION 714. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS AND MEMBRANE PENETRATIONS SHALL BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION FOR DETAILS LISTED SYSTEMS. LISTED THROUGH-PENETRATION FIRESTOP SYSTEMS, MEMBRANE PENETRATION PROTECTION AND OTHER PERMITTED MEANS AND METHODS OF PENETRATION PROTECTION SHALL BE SUBMITTED FOR OSHPD FDD REVIEW AND APPROVAL PRIOR TO INSTALLATION. 25. PROVIDE BALANCING VOLUME DAMPERS IN EACH BRANCH DUCT AND IN EACH MAIN DUCT TO PROVIDE FOR COMPLETE AIR BALANCING. PROVIDE ADEQUATE ACCESS. OPPOSED BLADE DAMPERS (OBD'S) ARE NOT CONSIDERED BALANCING DAMPERS. COORDINATE ALL LOCATIONS WITH ARCHITECT'S REFLECTED CEILING PLAN WHERE REMOTE BALANCING DAMPERS ARE REQUIRED. 26. PROVIDE INTERNALLY LINED DUCTWORK FOR SUPPLY AND RETURN AIR PLENUMS ON ALL FAN COILS WITH MINIMUM ONE-INCH THICK ACOUSTICAL DUCT LINER. 27. INSTALL DIELECTRIC INSULATION WHERE COPPER PIPES CONNECT TO FERROUS PIPES, COMPONENTS AND EQUIPMENT. 28. OUTDOOR AIR SUPPLY AND EXHAUST EQUIPMENT SHALL BE INSTALLED WITH DAMPERS THAT AUTOMATICALLY CLOSE UPON FAN SHUTDOWN. GENERAL MECHANICAL NOTES 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 12" = 1'-0" Issue Date M001 MECHANICAL LEAD SHEET 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 APPLICABLE CODES 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA ENERGY STANDARDS 2022 CAL GREEN CODE ALL OTHER APPLICABLE LOCAL AND STATE LAWS AND REGULATIONS DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 SHEET INDEX M001 MECHANICAL LEAD SHEET M002 MECHANICAL SCHEDULES 1 M40.7 MECHANICAL EXISTING ROOF PLAN DEMOLITION M003 MECHANICAL TITLE 24 COMPLIANCEM11.2 MECHANICAL FLOOR PLAN M11.1 MECHANICAL EXISTING FLOOR PLAN DEMOLITION M11.2 MECHANICAL FLOOR PLANM11.1 MECHANICAL EXISTING FLOOR PLAN DEMOLITION MP11.2 MECHANICAL REFRIGERANT PIPING FLOOR PLAN M40.6 MECHANICAL ROOF PLANMP11.2 MECHANICAL REFRIGERANT PIPING FLOOR PLAN M40.7 MECHANICAL EXISTING ROOF PLAN DEMOLITIONM002 MECHANICAL SCHEDULES M50.1 MECHANICAL DETAILSM003 MECHANICAL TITLE 24 COMPLIANCE M60.1 MECHANICAL CONTROLS M60.2 MECHANICAL CONTROLS Exp. 12/31/245 DIFFUSERS, REGISTERS AND GRILLES DESCRIPTIONMODEL NO./MANUFACTURERMARK TITUS FACE MOUNT THROW COLOR REMARKS SA 2 RAG MODULE SIZE 1 PROVIDE AIR DISTRIBUTION IN #26 WHITE. 2 REFER TO ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT CEILING TYPE. DAMPER 3 LAY-IN 4-WAY 124X24 PCS BRANCH MAX. NC 20CURVED BLADE DEFLECTORS STEEL PERFORATED FACE SAG SURFACE MOUNT -1BRANCHDOUBLE DEFLECTION LOUVERED RAR SURFACE MOUNT -BRANCH 20RETURN DIFFUSER 20 - REFER TO PLAN FOR NECK SIZE. SEE PLAN 300RS/ RETURN GRILLE SURFACE MOUNT -1SIDEWALLREMOTE -20 TITUS TITUS TITUS EAG EXHAUST GRILLE SURFACE MOUNT -1SEE PLAN 350RL REMOTE -20TITUSLOUVERED 3 PROVIDE BALANCING DAMPERS FOR EVERY INLET AND OUTLET. TITUSSA SURFACE MOUNT 4-WAY 116X16 PCS REMOTE 20 REFER TO PLAN FOR NECK SIZE.CURVED BLADE DEFLECTORS STEEL PERFORATED FACE LAY-IN24X24 PAR 16X16 PAR STEEL PERFORATED RETURN DIFFUSER STEEL PERFORATEDRARTITUS -REMOTE 1 1 20 SEE PLAN 350RL - - 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 12" = 1'-0" Issue Date M002 MECHANICAL SCHEDULES 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 EXHAUST FANS TAG # MANUFACTURER MODEL NUMBER SERVICE TYPE AIR FLOW TOTAL STATIC MOTOR (HP)WATTS ELECTRICAL CONNECTION HERTZ (HZ)DETAIL REFERENCE OPERATING WEIGHT (LBS)REMARKSVOLTAGE (V)PHASE EF 1 GREENHECK G-095-D LOBBY 101, CORIDOR 102 & 103, ELEC. 111, JAN. 113, WOMENS 115,MENS 116 DIRECT 320 CFM 0.5 .125 0 115 1 60 3/M50.1 40 PROVIDE WITH FACTORY PRE-FAB CURB, FAN-SPEED CONTROLLER, WIRE MESH BIRSCREEN, BACKDRAFT DAMPER & INTERLOCK W/ BAS. EF 2 GREENHECK SP-A190 MENS 126 DIRECT 130 CFM 0.3 0 26 115 1 60 9/M50.1 20 PROVIDE WITH BACKDRAFT DAMPER & INTERLOCK W/ LIGHT SWITCH. EF 3 GREENHECK G-140-VG WORKROOM 107, INOVATION 104 , MULTI-PURPOSE 110 DIRECT 915 CFM 0.4 .5 0 115 1 60 3/M50.1 55 PROVIDE WITH FACTORY PRE-FAB CURB, FAN-SPEED CONTROLLER, WIRE MESH BIRSCREEN, BACKDRAFT DAMPER & INTERLOCK W/ BAS. EF 4 GREENHECK G-200-VG STAFF/OFFICE 121, STAFF WORKROOM/LOUNGE 122, RESTROOM 123, LIBARIAN 137, OPEN 131,132,133,134 DIRECT 1545 CFM 0.4 1 0 115 1 60 3/M50.1 95 PROVIDE WITH FACTORY PRE-FAB CURB, FAN-SPEED CONTROLLER, WIRE MESH BIRSCREEN, BACKDRAFT DAMPER & INTERLOCK W/ BAS. SPLIT SYSTEM FAN COIL UNITS (VRF) TYPE MARK TAG # MANUFACTURER MODEL NUMBER SERVICE MIN OA (CFM) SUPPLY FAN COOLING COIL HEATING CAPACITY ELECTRICAL CONNECTION HP TAG DETAIL REFERENCE OPERATING WEIGHT (LBS)REMARKSAIR FLOW (CFM) EXTERNAL STATIC PRESSURE (IN WG) POWER INPUT (W) MOTOR (HP) TOTAL CAPACITY (BTU/HR) EAT DB (°F) EAT WB (°F)LAT DB (°F)VOLTAGE (V)PHASE HERTZ (HZ) FC 1 LG ARNU243M1A4 STAFF/OFFICE 121, STAFF WORKROOM/LOUNGE 122, LIBARIAN 137 240 705 0.2 190 1 24,200 80 65 55 27300.0 Btu/h 208 1 60 1 2/M50.1 60 1,2,3,4 FC 2 LG ARNU283M2A4 CHILDRENS STACKS 124, MEDIA CENTER 130 295 845 0.2 430 1 28,000 80 65 55 31500.0 Btu/h 208 1 60 1 2/M50.1 90 1,2,3,4 FC 3 LG ARNU543M3A4 OPEN 132, 134 390 1,750 0.2 650 1 54,000 80 65 55 61400.0 Btu/h 208 1 60 1 2/M50.1 100 1,2,3,4 FC 4 LG ARNU763M3A4 OPEN 131, 133 750 2,260 0.9 800 2 76,400 80 65 55 86000.0 Btu/h 208 1 60 1 2/M50.1 195 1,2,3,4 FC 5 LG ARNU123M2A4 WORKROOM 107 90 520 0.2 430 1 12,300 80 65 55 13600.0 Btu/h 208 1 60 1 2/M50.1 60 1,2,3,4 FC 6 LG ARNU543M3A4 INOVATION CENTER 104 520 1,744 0.2 650 1 54,000 80 65 55 61400.0 Btu/h 208 1 60 1 2/M50.1 100 1,2,3,4 FC 7 LG ARNU363M2A4 MULTIPURPOSE ROOM 110 330 1,050 0.2 430 1 36,200 80 65 55 40600.0 Btu/h 208 1 60 1 2/M50.1 90 1,2,3,4 FC 8 LG ARNU363M2A4 CORRIDOR 102, 103, LOBBY 101 180 1,050 0.2 430 1 36,200 80 65 55 40600.0 Btu/h 208 1 60 1 2/M50.1 90 1,2,3,4 OUTDOOR- HEAT RECOVERY UNIT (VRF) TAG # MANUFACTURER MODEL NUMBER SERVICE COOLING HEATING REFRIGER ANT CHARGE NO OF MODULES ELECTRICAL CONNECTION 1 ELECTRICAL CONNECTION 2 DETAIL REFRERENCE OPERATING WEIGHT (LBS)REMARKSTOTAL CAPACITY (BTU/HR.) AMBIENT DB TEMP. (°F) TOTAL CAPACITY (BTU/HR.) FACTORY CHARGE (LBS) MCA (A) MOCP (A) VOLTAGE (V)PHASE HERTZ (HZ) MCA (A) MOCP (A) VOLTAGE (V)PHASE HERTZ (HZ) HRU 1 LG ARUM336BTE5 LIBRARY FC's 336000 95 378000 55 2 31 40 208 1 60 60 80 208 1 60 5/M50.1 1180 PROVIDE WITH BAS GATEWAY & INTERLOCK WITH BAS. DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 HEAT RECOVERY UNIT - BRANCH SELECTORS TYPE MARK TAG # MANUFACTURER MODEL NUMBER NO OF PORTS TOTAL CAPACITY (BTU/HR) ELECTRICAL CONNECTION DETAIL REFERENCE OPERATING WEIGHT (LBS) REMARKSVOLTAGE (V)PHASE HERTZ (HZ) BS 1 LG PRHR043A 4 60,000 208 1 60 8/M50.1 60 INSTALL PER MANUFACTURERS RECOMMENDATIONS BS 2 LG PRHR063A 6 60,000 208 1 60 8/M50.1 60 INSTALL PER MANUFACTURERS RECOMMENDATIONS REMARKS: 1. INSTALL PER MANUFACTURERS RECOMENDATIONS. 2. PROVIDE BACNET GATEWAY INTERFACE. SEE CONTROL SHEETS M601.1 AND M60.2. 3. PROVIDE FILTER BOX (2"MERV 13 FILTER) 4. PROVIDE CONDENSATE DRAIN PAN AS PER SPECIFICATIONS. 1 1 1 1 1 Exp. 12/31/245 T T T T T T T T 1 A B C D E F 2 3 4 5 DEMO PLAN CONSTRUCTION KEYNOTE: 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ALL EXISTING MECHANICAL SYSTEMS EQUIPMENT AND RELATED DUCTING, GRILLES, REGISTERS, LOUVERS, FLUE VENTS, PIPING, VALVES, CONTROLS AND WIRING WITHIN HATCHING SHALL BE DEMOLISHED IN IT'S ENTIRITY. CONTRACTOR SHALL FIELD VERIFY ALL AREAS AND CONDITIONS. COORDINATE ALL UNUSED EXISTING MECHANICAL OPENINGS WITH ARCHITECT TO BE ENCLOSED, PATCH, AND SEALED AT EXISTING BUILDING. EXISTING WALL LOUVER ABOVE DOUBLE DOOR AND LOUVERS @ EACH OF THE DOUBLE DOORS TO REMAIN FOR COMBUSTION AIR VENTILATION 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date M11.1 MECHANICAL EXISTING FLOOR PLAN DEMOLITION 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 100% CD 08/16/23 SCALE: 1/8" = 1'-0"1 MECHANICAL DEMOLITION EXISTING FLOOR PLAN Exp. 12/31/245 T T T T T T T F M PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CORRIDOR 103 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 EF 2 22 " x 1 0 " FC 2 FC 3 FC 4 FC 6 FC 7 FC 8 16"x10" 12"ø 12"x18" RA 16 " x 1 2 " S A 20 " ø S A 24"x10" RA FC 1 FC 5 U/C 22"x12" RA 16"x6" RA 12"ø 10 " ø 6"ø10"x10" 6"ø 6"ø 6"ø 6"ø 16"x16" 14 " ø 12"x12" 6"ø 6"ø 24"x16' 1545 CFM EAG 24"x16" 1510 CFM RAG 12"ø 6"ø 6"ø 12"ø 8" ø 8" ø 8" ø 8" ø 10 " ø 10 " ø 8" ø 8" ø 8" ø 8" ø8" ø 10 " ø 8"ø 8"ø 10"ø10"x10" 8"ø 10 " x 1 0 " 8"ø 10"ø12"ø 10"ø 10"ø 12 " ø 8"ø 6"ø 8"ø 12 " ø 14"x8" U/C 14 " x 1 4 " 12 " ø 14 " ø 10 " ø 10 " ø 12"x12" 8"ø 10 " ø 10"ø 18 " x 1 6 " 16"X16" UP TO EF-4 ON ROOF 6 100 CFM RAR 6 100 CFM SA 8 125 CFM SA 6 125 CFM RAR 14"x14" 80 CFM EAR 6 80 CFM SA 8 200 CFM SA 6 160 CFM RAR 6"ø 14"x14" 90 CFM EAR 6 80 CFM SA 10 300 CFM SA 8 255 CFM SA 6 40 CFM SA 10 335 CFM SA 8" ø 6"ø 6" ø 6" ø 10 " ø 12"ø 10"ø 14 " x 1 8 " 10"x8" 10"x8" 10"ø 6 40 CFM SA 10 300 CFM 6 144 CFM SA 6"ø 6"ø 12"ø 6" ø 6"ø 6" ø 6" ø14 720 CFM RAR 14"ø16"x12" 10"ø OA U.T.R. 10 305 CFM EAR 24"x12" 12"ø OA U.T.R. U/C U/C 8"x6" 200 CFM (TYP.4) SAG 8"x6" 200 CFM (TYP.4) SAG14 " ø 14 " ø 14"ø 16 " ø 12"X10" 520 CFM EAG 24"x12" 1080 CFM RAG 6"ø 6 144 CFM RAR 8"ø 8" ø 6"ø 6"ø 6 80 CFM SA 6 80 CFM SA 14"ø 8"ø OA U.T.R. 8 250 CFM SA 8 250 CFM 14"x14" 100 CFM RAR 8 300 CFM SA 12 430 CFM RAR 12 " ø 8 240 CFM SA 8"ø 6 200 CFM SA 6 90 CFM SA 14"x14" 80 CFM 24"x6" 565 CFM (TYP.4) SAG 24"x6" 24"x6" 24"x6" 24"x6" 8 125 CFM (TYP.14) SA 12"ø OA14"ø 14"ø 8 250 CFM SA 8 250 CFM 10"ø OA 8 215 CFM SA 6 100 CFM SA 12"ø 14"ø OA U.T.R. U.T.R. U.T.R. 6"ø OA U.T.R. BS 1 BS 2 8"ø 6 130 CFM SA 2 M50.1 (TYP.) 2 M50.1 (TYP.) 4 M50.1 (TYP.) 4 M50.1 (TYP.) 1&11 M50.1 (TYP.) 1&11 M50.1 (TYP.) 1&11 M50.1 (TYP.) 1&11 M50.1 (TYP.) 9 M50.1 2 M50.1 (TYP.) 8"ø OA U.T.R. 16"x16"U.T.R. TO EF-3 U.T.R. TO EF-3 U.T.R. CONTROL ENCLOSURE CONFIRM EXACT LOCATION WITH ARCHITECT 14"x14" 680 CFM (TYP.2) RAR 14"x14" 235 CFM RAR 12"ø 14"x14" 500 CFM RAR 16 " ø 24"x12" SA SA 14"x8" 14"x14" RA 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date M11.2 MECHANICAL FLOOR PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 MECHANICAL FLOOR PLAN DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 GENERAL NOTE: ALL DIFFUSERS/GRILLES FOR EXPOSED DUCTS SHALL BE PAINTED TO MATCH DUNN EDWARDS, CLOISTERED GREEN -DET523 1 1 1 1 Exp. 12/31/245 F M 1 A B C D E F 2 3 4 5 EF 1 ROOF CAP HRU 1 EF 3 EF 4 OA DUCT WITH BUILT-UP CURB AND ROOF CAP OA DUCT WITH BUILT-UP CURB AND ROOF CAP OA DUCT WITH BUILT-UP CURB AND ROOF CAP (TYP.) OA DUCT WITH BUILT-UP CURB AND ROOF CAP 3 M50.1 (TYP.) 5 M50.1 EXISTING LOUVER ABOVE DOUBLE DOOR AND LOUVERS @ EACH OF THE DOUBLE DOORS TO REMAIN FOR COMBUSTION AIR VENTILATION 1 1/8" 3/4" 1/2" OUTDOOR ALUMINIUM JACKETED REFRIGERANT PIPES DOWN THROUGH ROOF. SEE MP11.2 FOR REFRIGERANT PIPE ROUTING BELOW ROOF. 12"ø 10"ø 6"ø 8"ø 14"ø 12"ø 10"ø 6"ø 8"ø EXISTING ROOF ACCESS 5' - 5 3/4"8' - 1 1/8" 12 ' - 1 1 / 8 " 10 ' - 9 1 / 8 " 15' - 11 1/8" 7' - 3 1 / 4 " 8' - 3 1 / 4 " 3' - 0 1/8" 11' - 3 3/4" 18 ' - 0 7 / 8 " 14 ' - 9 3 / 8 " 19' - 9 1/2" 25 ' - 4 1 / 8 " 10 ' - 0 3 / 8 " 25 ' - 4 1 / 8 " 4' - 3" EXISTING ROOF HATCH PROVIDE 4"MIN. LEVEL EQUIPMENT PAD SEE STRUCTURAL DETAIL S/1.1 1 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date M40.6 MECHANICAL ROOF PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 MECHANICAL ROOF PLAN DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 1 Exp. 12/31/245 HORIZONTAL FAN COIL UNIT MOUNTING DETAILREMOTE DAMPER DETAIL TOP CONNECTION DETAIL CEILING EXHAUST FAN DETAIL REFRIGERANT PIPE SUPPORT 45 45 6" 12" 12" SERVICING SPACE 12" SERVICING SPACE 1 2 3 4 5 6 7 8 9 10 11 12 18" MAX.18" MAX. 13 CEILING DIFFUSER DETAIL DOWNBLAST EXHAUST FAN MOUNTING DETAIL THERMOSTAT MOUNTING DETAIL SPLIT SYSTEM OUTDOOR HEAT RECOVERTY UNIT MOUNTING DETAIL VRF HEAT RECOVERY UNIT MOUNTING DUCT SUPPORT DETAIL CEILING DIFFUSER DETAIL REFRIGERANT PIPING THROUGH ROOF DETAIL SECURE FAN TO CURB (MIN. 2 PER SIDE) WITH #12x2" WOOD SCREWS 1/4" WIRE MESH BIRDSCREEN FLANGE DUCT OVER TOP OF CURB W/ 1/4" PRE-FABRICATED FACTORY SUPPLIED ROOF CURB ROOF FOAM RUBBER GASKET EF ACOUSTICAL FLEX. DUCT CEILING (TYP.) 5'-0" MAXIMUM LENGTH DIFFUSER BOX WITH SOUND INSULATION & TURNING VANES , DEPTH & WIDTH SHALL BE CEILING DIFFUSER NECK SIZE , VOLUME DAMPERHEIGHT SHALL BE NECK SIZE PLUS 2 INCHES.RECTANGULAR OR SPIRAL DUCT SQUARE TO ROUND TRANSITION WHERE REQUIRED DIFFUSER, SEE PLANS FOR SIZE DIFFUSERS AND REGISTERS TO BE INSTALLED PER SMACNA. RETURN AIR REGISTERS AND RELIEF AIR REGISTERS ARE SIMILAR. FLEXIBLE DUCT CONNECTIONS SHALL BE CASCO SILENT FLEX II OR EQUAL. NOTE: 3. 2. 1. 4"X24 GA WIDE SHEET METAL STRAP 3/8" MACHINE BOLT W/NUT #12 SLACK WIRE INSTALLED SEE ARCH. DWG. (TYP.) 12 GA. STEEL WIRE UP TO STRUCTURE (TYP.) BACKDRAFT DAMPER FLEXIBLE CONNECTOR 1/4"Øx3-1/2" SIMPSON SDS (TYP. 2 PER SIDE) FOR TOP CONNECTION DETAIL, SEE (TYP.) FOR ROOFING REQUIREMENTS, SEE ARCHITECURAL DETAILS 6/A14.0 SEE STRUCTURAL DRAWINGS FOR FRAMED OPENING DETAIL 7/S1.1 46" MAX (SIDE APPROACH) 34" MAX 48" MAX 24" MAX TOP OF THERMOSTAT, SWITCH, OUTLET, CONTROL BOX 15" MIN TOP OF THERMOSTAT, SWITCH, OUTLET, CONTROL BOX FINISHED FLOORFINISHED FLOOR BOTTOM OF SWITCH, 44" MAX (FRONT APPROACH WITH KNEE/TOE SPACE) OUTLET BOX NOTE: FORWARD OR FRONT APPROACH FOR DEVICES MOUNTED ABOVE COUNTER ASSUMES THAT DIRECTLY BELOW THE DEVICE THE COUNTER HAS A 30" MINIMUM WIDTH x 27" MINIMUM HIGH x 19" MINIMUM DEEP CLEAR OPENING. CBC 11B-306 AND 11B-308. SPRING ISOLATOR (TYP. 4). FLEXIBLE CONNECTOR (TYP.) DUCT. SEE PLAN (TYP.) ANCHORAGE POINT (TYP.) SEISMIC BRACE (TYP.)PLAN VIEW FOR SUPPORT AND BRACING, SEE 195 LBS. MAX EXISTING STRUCTURE ABOVE. AIR DISCHARGE OUTLET AIR INLET SCREEN FRONT VIEWLEFT SIDE VIEW 4" MIN. TALL LEVEL PLATFORM, SEE STRUCTURAL DETAIL 8/S1.1 1 HRU NOTES: 1. REFRIGERANT PIPING SHALL BE INSULATED AND PROTECTED WITH ALUMINUM SHIELDING WITH STAINLESS STEEL BANDS. 2. PROVIDE FLEXIBLE REFRIGERANT PIPE CONNECTOR AT CONDENSING UNIT. 3. INSTALL PER MANUFACTURER'S INSTRUCTIONS. REFRIGERANT PIPING KNOCKOUT. SEE MANUF. SPECS FOR EXACT LOCATION. 1 1/4" THICK BRIDGE BEARING NEOPRENE ISOLATION PAD ALL AROUND UNIT (MASON 'WMSW') SPIRAL LOCK- SEAM DUCT ACOUSTICAL FLEX. DUCT 5'-0" MAXIMUM LENGTH 12 GA. STEEL WIRE UP TO STRUCTURE (TYP.) FOR TOP CONNECTION DETAIL, SEE (TYP.) 4"x24 GA. WIDE SHEET METAL STRAP PLATED STEEL ROTARY CABLE. SUPPORT CABLE TO DUCT OR STRUCTURE WITH FACTORY SUPPORT CABLE CLAMPS CABLE MOUNTING BRACKET CABLE-OPERATED REMOTE DAMPER (M.A.T. 'RT-250' OR APPROVED EQUIVALENT) FILTER BOX (TYP.) 1/8"∅ PRE-STRETCHED AIRCRAFT CABLE BRACE 2x0'-8" 45° MAX. BENT PLrx NUT AND COUPLER WASHER P1000 x1'-4" THREADED ROD WOOD FRAMED ROOF X 3" LONG (3 MIN.) 1/4"∅ LAG SCREWS (TYP.) 1/4"∅ LAG SCREW (ASD) 50# MAX 3" MAX. 1/4"∅ SCREW EYE WITH FULL THREAD EMBEDMENT (1-1/2" MIN.) INSTALL IN DIRECTION OF WIRE HANGER WIRE HEXAGON NUT & FLAT WASHER 3/8" HANGING BOLT HANGER TAB LIQUID AND VAPOR PIPE CONNECTIONS TO FAN COIL UNITS SECURE WIRE TO STRUCTURE ABOVE. W/ P1000 ROD STIFFENER 1 MIN 2 MAX 1 PLAN VIEW TYPICAL EXHAUST FAN W/ GRILLE. (20 LBS. INSTALLED MAX. WEIGHT) EXHAUST DUCT (SEE PLANS FOR SIZE AND ROUTING, TYP.) BUILT-IN BACK DRAFT DAMPER CEILING GRILLE UNIT MOUNTING CLIP CEILING EXHAUST FAN SECTION SECURE HANGING ROD TO STRUCTURE ABOVE. (4)1/8"AIRCRAFT CABLE SEISMIC RESTRAINT. TO STRUCT. ABOVE 3/8" DIA. THREADED ROD, @ EA. CORNER OF EXHAUST FAN (TYP.) #10 TEK #10 TEK SCREW SCREW STRAP BRACE (TYP.) (USE DOUBLE HANGERS FOR 22"Ø & UP) ROUND DUCT (UP TO 20"Ø) 1" 20 GA STL RECTANGULAR DUCT 1" 20 GA STL STRAP BRACE 12" MAX 12" MAX 1. DUCT SUPPORTS/HANGERS SHALL BE INSTALLED PER SMACNA REQUIREMENTS; DO NOT EXCEED 8' O.C. 2. DUCTS THAT HAVE A CROSS SECTIONAL AREA LESS 6 SQ. FT. DO NOT REQUIRE SEISMIC BRACING. (PROVIDE SWAY BRACING AS REQUIRED.) 1" 1" NOTE: SECURE WIRE TO STRUCTURE ABOVE. SECURE WIRE TO STRUCTURE ABOVE. 4"X 20 GA WIDE SHEET METAL STRAP ACOUSTICAL FLEX. DUCT 5'-0" MAXIMUM LENGTH VOLUME DAMPER SPIRAL ROUND DUCT CEILINGDIFFUSER, SEE PLANS FOR SIZE 45° SQUARE TO ROUND TRANSITION WHERE REQUIRED 1" WIDE POSITIVE LOCKING STEEL STRAP. 3/8" MACHINE BOLT W/NUT SECURE WIRE TO STRUCTURE ABOVE. SECURE WIRE TO STRUCTURE ABOVE. DIFFUSERS AND REGISTERS TO BE INSTALLED PER SMACNA. RETURN AIR REGISTERS AND RELIEF AIR REGISTERS ARE SIMILAR. FLEXIBLE DUCT CONNECTIONS SHALL BE CASCO SILENT FLEX II OR EQUAL. NOTE: 3. 2. 1. SEE CAULKING (E) ROOF FRAMING BATT INSULATION CAULKING FLASHING COLLAR ROOF CAP SHEET PATCH CAULKING 90 DEG. CONDUIT ELBOW SUCTION AND LIQUID REFRIGERANT LINES. SEE PLAN CAULKING INSULATE SUCTION LINE WITH 1" MIN. "ARMAFLEX" PIPE INSULATION 6" RIGID CONDUIT PIPE SLEEVE ROOF MOUNTED REFRIGERANT LINES. SEE PLAN SECURE CONDUIT TO FRAMING WITH 1-1/2"x1-1/2"x18 GA.x4" LONG ANGLE (TYP. AT 2 SIDES) #10 SCREW WITH 1" MIN. EMBEDMENT (TYP.) DRYWALL GYP. EXISTING 2 X FRAMING EXISTING BEAM EXISTING 2 X FRAMING EXISTING ABOVE CEILING NOTE: 1. FOR MORE ATTACHMENT DETAILS SEE ARCH. SHEET A64.4. THREADED ROD (TYP. 4). 12"MAX HEIGHT X 3" LONG (3 MIN.) 1/4"DIA. LAG SCREWS P1000 x1'-4" EF 1 3 EF 4 @ EACH SIDE PER 8/S1.1 (2)-3/8"X3" LAG SCREWS FLASHING PER ARCHITECT, SEE 6/A140 BRACKET 1180 LBS. MAX OPERATING WT.HOLD DOWN @ EACH SIDE OF UNIT BASE #12 TEK SCREWS (2) MAXIMUM OPERATING WT: 95 LBS. FOR INSULATED PIPES TYPE 1 SUPPORT TYPE 2 SUPPORT SECTION CLEVIS HANGERS PROVIDE SADDLES STRUCTURE ABOVE STRUCTURAL PROVIDE SADDLES CLEVIS HANGERS SECTION CHANNEL P1000 OR B22 36" MAX 3/8" DIA. THREADED ROD QTY (8) MAX REFRIGERANT PIPES, 3/4"MAX PIPE SIZE. NOTES: 1. 12 GA. AIRCRAFT CABLE OR WIRE ROPE AS PER 7/M50.1. 2. SIZES SHOWN ARE MINIMUM 1 1/2" AND UNDER. 3. SEE PLUMBING 7PQ.901 FOR MORE PIPE SUPPORT DETAILS. 4. PROVIDE 4 WAY SPLAY WIRE BRACING AT 30'-0" O.C. OR LESS AS APPROPRIATE TO AVOID HITTING ADJACENT COMPONENTS PER ASCE 7, SEC. 13.6.7.3_EXCEPTION #5. SECURE WIRE TO STRUCTURE ABOVE. SECURE WIRE TO STRUCTURE ABOVE. FOR INSULATED PIPES 2 EF CONDENSATE DRAIN AND DRAIN PAN UNDER FAN-COIL PER SPECS. SEE PLUMBING DWGS. FOR CONDENSATE ROUTING. 7 M50.1 BS 1 7 M50.1 7 M50.1 7 M50.1 7 M50.1 7 M50.1 7 M50.1 7 M50.1 BS 27 M50.1 7 M50.1 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 12" = 1'-0" Issue Date M50.1 MECHANICAL DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 1 1 1 1 1 1 1 1 1 Exp. 12/31/245 1- 23 -VRF FAN COIL UNIT- EXHAUST FANS W/ LIGHT SWITCHEXHAUST FAN TIME OF DAY - FC 1 S.A. C C T B.V.-HEATING MODE B.V.-START/STOP 1 KEYNOTES: FAN START/STOP, ZONE TEMPERATURE, COOLING, AND HEATING SHALL BE CONTROLLED THROUGH VRF CONTROL SYSTEM. POINTS SHALL BE INTEGRATED INTO THE BAS. 1 A.V.-ZONE SETPOINT B.V.-ZONE OVERRIDE A.V.-ZONE TEMP. B.V.-COOLING MODE E.A. LIGHT SWITCH EF 2 M.A. FROM MIXING PLENUM EXHAUST FANS RUN CONDITIONS - LIGHT SWITCH : THE EXHAUST FAN UNIT SHALL BE INTERLOCKED TO RUN WHENEVER THE LIGHT SWITCH OR OCCUPANCY SENSOR IS ON. THE FAN SHALL TURN OFF WHEN THE LIGHT SWITCH IS SWITCHED OFF OR WHEN THE OCCUPANCY SENSOR NO LONGER SENSES AN OCCUPANT. E.A. B.I.-FAN STATUS B.O-START/STOP CR EF 1 EF 3 EF 4 EXHAUST FANS - BUILDING EXHAUST UNLESS OTHERWISE NOTED, ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE THROUGH THE BAS. RUN CONDITIONS - SCHEDULED : THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES: OCCUPIED MODE: · THE UNIT SHALL BE ENABLED TO RUN CONTINUOUSLY DURING OCCUPIED MODE FAN STATUS: THE CONTROLLER SHALL MONITOR THE FAN STATUS. ALARMS SHALL BE PROVIDED AS FOLLOWS: • FAN FAILURE: FAN IS COMMANDED ON, BUT THE STATUS IS OFF FOR 1 MINUTE. THE ALARM SHALL AUTOMATICALLY CLEAR WHEN THE FAN STATUS MATCHES THE COMMAND FOR 1 MINUTE. • FAN IN HAND: FAN IS COMMANDED OFF, BUT THE STATUS IS ON FOR 1 MINUTE. THE ALARM SHALL AUTOMATICALLY CLEAR WHEN THE FAN STATUS MATCHES THE COMMAND FOR 1 MINUTE. VRF DUCTED FAN COIL UNIT: CONTROL OF THE VRF FAN COIL UNITS SHALL BE THROUGH THE VRF CONTROL SYSTEM. THIS SYSTEM WILL BE INTEGRATED INTO THE BAS VIA BACNET INTERFACE. UNLESS OTHERWISE NOTED, ALL SETPOINTS AND TIME DELAYS SHALL BE ADJUSTABLE RUN CONDITIONS - SCHEDULED: THE UNIT SHALL RUN ACCORDING TO A USER DEFINABLE TIME SCHEDULE IN THE FOLLOWING MODES: OCCUPIED MODE: • A 75°F COOLING SETPOINT. • A 70°F HEATING SETPOINT. UNOCCUPIED MODE: • A 85°F COOLING SETPOINT. • A 55°F HEATING SETPOINT. ALARMS SHALL BE PROVIDED AS FOLLOWS: · HIGH ZONE TEMPERATURE: THE ZONE TEMPERATURE IS GREATER THAN THE COOLING SETPOINT BY 5°F FOR 10 MINUTES. THE ALARM SHALL AUTOMATICALLY CLEAR WHEN THE ZONE TEMPERATURE RETURNS BELOW THE ALARM THRESHOLD FOR 6 MINUTES. · LOW ZONE TEMPERATURE: THE ZONE TEMPERATURE IS LESS THAN THE HEATING SETPOINT BY 5°F FOR 10 MINUTES. THE ALARM SHALL AUTOMATICALLY CLEAR WHEN THE ZONE TEMPERATURE RETURNS ABOVE THE ALARM THRESHOLD FOR 6 MINUTES. ZONE SETPOINT ADJUST: THE OCCUPANT SHALL BE ABLE TO ADJUST THE ZONE TEMPERATURE HEATING AND COOLING SETPOINTS AT THE ZONE SENSOR. THE RANGE OF ADJUSTMENT SHALL BE +/- 2°F. ZONE UNOCCUPIED OVERRIDE: A TIMED LOCAL OVERRIDE CONTROL SHALL ALLOW AN OCCUPANT TO OVERRIDE THE SCHEDULE AND PLACE THE UNIT INTO AN OCCUPIED MODE FOR A 30 MINUTE (ADJ.) PERIOD OF TIME. AT THE EXPIRATION OF THIS TIME, CONTROL OF THE UNIT SHALL AUTOMATICALLY RETURN TO THE NORMAL SCHEDULE. SUPPLY FAN: THE SUPPLY FAN SHALL RUN ANYTIME THE UNIT IS COMMANDED TO RUN, UNLESS SHUTDOWN ON SAFETIES. TO PREVENT SHORT CYCLING, THE SUPPLY FAN SHALL BE SUBJECT TO THE FACTORY MINIMUM RUNTIME SAFETIES. COOLING ENABLE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND ENABLE COOLING TO MAINTAIN ITS ZONE COOLING SETPOINT. COOLING SHALL BE ENABLED WHENEVER: · THE ZONE TEMPERATURE IS ABOVE THE COOLING SETPOINT. · AND THE SUPPLY FAN STATUS IS ON. HEATING ENABLE: THE CONTROLLER SHALL MEASURE THE ZONE TEMPERATURE AND ENABLE HEATING TO MAINTAIN THE ZONE HEATING SETPOINT. HEATING SHALL BE ENABLED WHENEVER: · THE ZONE TEMPERATURE IS BELOW THE HEATING SETPOINT. · AND THE SUPPLY FAN STATUS IS ON. THRU FC 8 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 12" = 1'-0" Issue Date M60.2 MECHANICAL CONTROLS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 1 1 Exp. 12/31/245 FC 6 FC 5 FC 8 FC 4 BS 2 FC 1 BS 1 FC 2 FC 3 3/8" 1/2"3/8" 1/2" 3/8"1/2"1/2" 3/8" 1/2" 3/8" 3/8" 1/2" 3/8" 1/2" 8 M50.1 (TYP.) 8 M50.1 (TYP.) FC 7 1/2" 3/4" 1 1/8" 5/8" 7/8" 1 1/8" 5/8" 7/8" 1 1/8" 1 1/8" 7/8" 1/2" BRANCH HEADER SPLIT OFF PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CORRIDOR 103 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -David Mitchell Mechanical Lead -Robert San Jose tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date MP11.2 MECHANICAL REFRIGERANT PIPING FLOOR PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE 100% CD 08/16/23 1 ASI #1 4/9/25 SCALE: 1/8" = 1'-0"1 MECHANICAL REFRIGERANT PIPING FLOOR PLAN 1 1 Exp. 12/31/245 1 A B C D E F 2 3 4 5 1.001 1.001 1.001 1.002 1.002 1.003 1.003 1.004 1.0051.005 1.0071.006 1.007 1.006 1.007 1.007 1.007 1.0061.006 1.007 1.006 1.006 1.002 1.007 1.007 1.007 1.009 0.001 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -BILL VOLLER tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date P11.1 PLUMBING DEMOLITION FLOOR PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 PLUMBING DEMOLITION FLOOR PLAN KEYNOTES 0.001 EXISTING HOSE BIB TO REMAIN. FIELD VERIFY EXACT LOCATION. PROTECT IN PLACE. 1.001 EXISTING 4" WASTE PIPE BELOW FLOOR. FIELD VERIFY EXACT LOCATION AND SIZE. 1.002 EXISTING 2" COLD WATER PIPE OVERHEAD. FIELD VERIFY EXACT LOCATION AND SIZE. 1.003 EXISTING 1" HOT WATER PIPE OVERHEAD. FIELD VERIFY EXACT LOCATION AND SIZE. 1.004 REMOVE EXISTING HOT WATER HEATER. PREPARE FOR RECONNECTION OF REPLACEMENT UNIT UNDER RENOVATION PHASE. 1.005 EXISTING FLOOR CLEAN-OUT. FIELD VERIFY EXACT LOCATION. PROTECT IN PLACE. 1.006 REMOVE EXISTING PLUMBING FIXTURE(S); CAP PIPING IN WALL, BELOW FLOOR, AND/OR ABOVE CEILING. PREPARE FOR RECONNECTION OF REPLACEMENT UNIT UNDER RENOVATION PHASE. REFER TO SHEET A10.0 DEMOLITION PLAN. 1.007 REMOVE EXISTING FIXTURE AND ASSOCIATED PIPING. CAP BELOW FLOOR, IN WALL OR ABOVE CEILING AS REQUIRED. 1.009 REMOVE EXISTING STOVE AND ASSOCIATED GAS CONNECTION. CAP PIPING IN WALL AS REQUIRED. GENERAL NOTES: 1.EXACT CONDITIONS AND LOCATIONS OF ALL PLUMBING PIPING NOT KNOWN, CONTRACTOR SHALL FIELD VERIFY EXACT LOCATION OF PIPING BEFORE BEGINNING OF WORK. NOTIFY ARCHITECT OF ANY MAJOR DISCREPANCIES IN PLANS BEFORE STARTING OF WORK. 2.ALL COLD WATER AND HOT WATER PIPES THAT ARE BACK TO BE DISCONNECTED FROM FIXTURES SHALL BE PULLED BACK CLOSE TO MAIN AS POSSIBLE UNLESS USED FOR NEW FIXTURES IN ITS PLACE. 3.CONTRACTOR SHALL FIELD VERIFY EXISTING PIPING CONDITIONS WITHIN THE ROOM OR VICINITY WHERE NEW WORK IS PERFORMED AND NOTIFY ARCHITECT OF RECOMMENDED REPAIRS THAT ARE BEYOND SCOPE OF WORK. 4.PROTECT IN PLACE ALL EXISTING TO REMAIN PIPING AND CONSTRUCTION ELEMENTS. DESCRIPTION DATE 2 ASI #2 06/13/23 3 ASI #3 07/03/25 3 3 J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 M 1 A B C D E F 2 3 4 5 PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126 MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CORRIDOR 103 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 WC-1 U-1 L-1 WC-1L-1 WC-1 L-1L-1 WC-11.001 WCO FD-1 FS-1 2.0012.001 2.001 2.003 2" VTR 2" VTR 1.008(TYP 4) S-2 4"S, 2" V (TYP 4) 2"S, 1-1/2" V 2"S, 1-1/2" V (TYP 4) 2"S, 1-1/2" V 2"S, 1-1/2" V S-1 2"S, 1-1/2" V DF-1 2.001 2" W 2" W 1 1/2" V 2" V CD CD CD CD CD CD CD CD CD 3/4" CD FROM FC UNIT. PROVIDE WITH VENTED TRAP. (TYP 8) 3/4" CD DOWN IN WALL. CONNECT TO LAV'S TAIL-PIECE. (TYP 2) FD-1 FD-1 FD-1 2"S, 1-1/2" V (TYP 3) 1.008 (TYP 9) 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -BILL VOLLER tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date P11.2 PLUMBING FLOOR PLAN - WASTE & VENT 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 PLUMBING FLOOR PLAN - WASTE & VENT KEYNOTES 1.001 EXISTING 4" WASTE PIPE BELOW FLOOR. FIELD VERIFY EXACT LOCATION AND SIZE. 1.008 POINT OF CONNECTION TO EXISTING SEWER PIPE. 2.001 REWORK CAPPED PIPING IN WALL; EXTEND, ROUGH-IN AND CONNECT TO REPLACEMENT PLUMBING FIXTURE UNIT. 2.003 DISCHARGE T&P RELIEF DRAIN PIPE INTO FLOOR SINK WITH LEGAL AIR GAP. GENERAL NOTES: 1.ALL WASTE SHALL SLOPE 2% UNLESS OTHERWISE NOTED ON PLANS. 2.ALL CONDENSATE DRAIN SHALL SLOPE AT 1% UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPING PRIOR TO BEGINNING WORK. 4.CONTRACTOR SHALL FIELD VERIFY EXISTING PIPING CONDITIONS WITHIN THE ROOM OR VICINITY WHERE NEW WORK IS PERFORMED AND NOTIFY ARCHITECT OF RECOMMENDED REPAIRS ARE BEYOND SCOPE OF WORK. 5.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 6.PROTECT IN PLACE ALL EXISTING TO REMAIN PIPING AND CONSTRUCTION ELEMENTS. DESCRIPTION DATE 1 ASI #1 4/9/25 2 ASI #2 06/13/23 4 ASI #4 09/25/25 4 4 J J 30 30 3 0 3 0 3 0 3 0 3 0 30 Refrigerator 1' - 5 " A F B B B B B B B B B B B B B B B B B C C C C C D D D D D E E E E E E F F F F F F F F F F F F F F F F G1 G1 G G J J J J J J J J J J J J J J C C C C C C C C C C C C C C C C C C C C D D D D D E E E E E E E E E E E E E E E E E E E E F F FFH C C C C C H 30 M 1 A B C D E F 2 3 4 5 PATIO 135 OPEN 131 MEDIA CENTER 130 MENS 126MECHANICAL 136 STAFF/OFFICE 121 STAFF WORKROOM/ LOUNGE 122 RESTROOM 123 MULTIPURPOSE ROOM 110 STOR. 119 KIT. 118 STORAGE 117 ELEC. RM 111 JAN. 113 WOMENS 115 MENS 116 STORAGE/SUPPLIES 105 WORKROOM 107 INNOVATION CENTER 104 VEST. 112 VEST. 114 LOBBY 101 CORRIDOR 102 CORRIDOR 103 CHILDREN'S STACKS 124 OPEN 132 OPEN 133 OPEN 134 LIBRARIAN 137 1.002 WC-1 U-1 L-1 WC-1 L-1 WC-1 L-1L-1 WC-1 TP-1 WHA WHAWHA 2.002 EWH-1 2.004 2.001 2.0012.001 2.001 WHA 2.005 (TYP 5) 2.006 (TYP 3) 2.005 S-2 2.005 2.006 SOV 1-1/2"CW (TYP 4) 3/4"H&CW (TYP 4) 1-1/2"CW 3/4"H&CW CP-1 1.003 2.005 S-1 DF-1 2.001 3/4"H&CW 2.006 2.006 2.006 2.005 1.002 0.001 TP-1 (TYP 3) 11870 Pierce Street, Suite 160 Riverside, California 92505 951.299.4160 www.tk1sc.com C O L L A B O R A T I V E THIS DOCUMENT CONTAINS INFORMATION PROPRIETARY TO SVA ARCHITECTS INC. AND IS FURNISHED IN CONFIDENCE FOR THE LIMITED PURPOSE OF EVALUATION, BIDDING OR REVIEW. THIS DOCUMENT OR ITS CONTENTS MAY NOT BE USED FOR ANY OTHER PURPOSE AND MAY NOT BE REPRODUCED OR DISCLOSED TO OTHERS WITHOUT THE PRIOR WRITTEN CONSENT OF SVA ARCHITECTS INC. ALL RIGHTS RESERVED, © COPYRIGHT 2018. SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: Project Leader -BILL VOLLER tk1sc Job #:B2202330.000 1/8" = 1'-0" Issue Date P11.3 PLUMBING FLOOR PLAN - WATER 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE: 1/8" = 1'-0"1 PLUMBING FLOOR PLAN - WATER KEYNOTES 0.001 EXISTING HOSE BIB TO REMAIN. FIELD VERIFY EXACT LOCATION. PROTECT IN PLACE. 1.002 EXISTING 2" COLD WATER PIPE OVERHEAD. FIELD VERIFY EXACT LOCATION AND SIZE. 1.003 EXISTING 1" HOT WATER PIPE OVERHEAD. FIELD VERIFY EXACT LOCATION AND SIZE. 2.001 REWORK CAPPED PIPING IN WALL; EXTEND, ROUGH-IN AND CONNECT TO REPLACEMENT PLUMBING FIXTURE UNIT. 2.002 REWORK CAPPED PIPING AND CONNECT REPLACEMENT UNIT. 2.004 1-1/2"COLD WATER PIPE DOWN IN WALL TO HEADER WITH SHUT-OFF VALVE BEHIND ACCESS PANEL. 2.005 POINT OF CONNECTION TO EXISTING COLD WATER PIPE. 2.006 POINT OF CONNECTION TO EXISTING HOT WATER PIPE. GENERAL NOTES: 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING PIPING PRIOR TO BEGINNING WORK. 2.CONTRACTOR SHALL FIELD VERIFY EXISTING PIPING CONDITIONS WITHIN THE ROOM OR VICINITY WHERE NEW WORK IS PERFORMED AND NOTIFY ARCHITECT OF RECOMMENDED REPAIRS ARE BEYOND SCOPE OF WORK. 3.REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF ALL PLUMBING FIXTURES. 4.PROTECT IN PLACE ALL EXISTING TO REMAIN PIPING AND CONSTRUCTION ELEMENTS. DESCRIPTION DATE 1 ASI #1 4/9/25 2 ASI #2 06/13/23 3 ASI #3 07/03/25 4 ASI #4 09/25/25 4 A B D C E F G 90° BEND 135° BEND INSIDE BEND DIAM D, TYP 90° HOOK NOTES: 1. Ldh - HOOK DEVELOPMENT LENGTH. 2. Ld - DEVELOPMENT LENGTH. 3. SEE BUILDING CODE AND ACI 318-14 VERSION FOR ALL REQUIREMENTS NOT NOTED. 4. FOR LIGHTWEIGHT CONCRETE MULTIPLY Ldh AND Ld VALUES SHOWN BY 1.3. 5. TOP" BARS ARE HORIZONTAL WITH MORE THAN 12" OF FRESH CONCRETE CAST BELOW BARS. ALL OTHER BARS ARE "OTHER" BARS. 6. STD HOOK Ldh DOES NOT ACCOUNT FOR THE EFFECT OF TIES. CONFINED HOOK Ldh MAY BE USED WHERE ACI 318-14 25.4.3 APPLIES. 7. VALUES SHOWN ABOVE ARE FOR GRADE 60 (FY=60 KSI) REINFORCEMENT. 8. SPLICE LENGTHS SHOWN ARE FOR CLEAR SPACING NOT LESS THAN 2db, CONCRETE COVER NOT LESS THAN db . 9. FOR EPOXY-COATED REINFORCEMENT, SEE BUILDING CODE. FINISHED BEND DIAMETER "D" IN INCHES BAR SIZE #9 #10 #11 #14 #18 9 1/2" 10 3/4" 12" 24" 18 1/4" STANDARD HOOKS INSIDE BEND DIAM D, TYP 90° HOOK 180° "U" HOOK JOINT FACE @ STD HOOK, OUTSIDE OF TIE @ CONFINED HOOK 2" MIN SIDE COVER IS REQ'D FOR STRAIGHT BAR EMBED, USE DEVELOPMENT LENGTH Ld CLOSED TIE / HOOP ROUND HOOP CONTACT SPLICE NON-CONTACT SPLICE 1:6 MAX SHOP BEND ALLOWED LAP SPLICES BAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 6 8 10 12 14 16 18 20 22 22 29 36 43 63 72 81 91 101 TOP 29 38 47 56 82 94 106 119 132 23 29 102 91 81 72 63 43 37 6 7 9 10 12 14 15 17 19 15 19 24 29 42 48 54 61 67 25 33 41 49 71 81 91 103 114 20 25 32 38 55 63 71 80 88 6 6 9 8 11 12 14 16 17 13 17 22 26 38 43 48 54 60 23 30 37 45 64 73 82 93 102 17 23 29 34 50 56 63 71 78 30 0 0 P S I N W C #3 #4 #5 #6 #7 #8 #9 #10 #11 #3 #4 #5 #6 #7 #8 #9 #10 #11 40 0 0 P S I N W C 50 0 0 P S I N W C STD HOOK Ld (in) DEVELOPMENT LENGTH LAP SPLICE (in) CLASS B OTHER STD & CONFINED HOOKS (NON-STIRRUP/TIE) CAP / CROSS TIE BEAM TIE / STIRRUP STIRRUP & TIE HOOKS (#8 & SMALLER ONLY) TOP OTHER 17 22 28 33 48 55 62 70 78 19 25 31 37 54 62 70 79 87 17 23 28 34 49 56 63 71 78 L (in)dh DE T A I L I N G DI M E N S I O N I N G db 6db (#3, #4, #5), 3" MIN 12db (>#5) 6db3" M I N 4db(#3, #4, & #5) ㅤ6db (#6, #7, & #8) 12 d b MI N 2" MIN COVER 4db MIN & 2 1/2" MIN MIN HOOK EMBED LENGTH Ldh 6db(#8 & SMALLER) 8db(#9, #10 & #11) db db 6" OVERLAP ㅤW/ 90° HOOKS ㅤdb 1/ 2 " M I N 6" M A X SPLICE LENGTH CLASS B TYPICAL #4 #5 #6 #7 #8 #3 8" 5 1/4" 4 1/2" 3 3/4" 3" 2 1/4" NOTES: 1. SPACING OF SUPPORTS FOR MINOR MEP EQUIPMENT AND OTHER EQUIPMENT SHALL BE SUCH THAT THE MAXIMUM HANGER LOAD AT JOISTS OR PURLINS IS LIMITED TO 150 POUNDS, HANGERS FOR THE EQUIPMENT LINES SHALL NOT BE LOCATED AT THE SAME MEMBER AS HANGERS FOR OTHER ITEMS. DISTRIBUTE THE HANGER LOADS FROM THE VARIOUS TRADES UNIFORMLY THROUGHOUT THE ENTIRE FRAMING SYSTEM. (2)-#10X1 1/2" LONG WOOD SCREWS D1 D2 HANGER STRAPHANGER STRAP (2)-#10X1 1/2" LONG WOOD SCREWS E1 E2 DIAGONAL BRACE PER MEP.DIAGONAL BRACE PER MEP. JOIST PER PLAN JOIST PER PLAN (I-JOIST WHERE OCCURS) JOIST PER PLAN A JOIST PER PLAN HANGER WIRE MIN. 3 TIGHT TURNS PER MEP DWGS BRACING WIRE MIN. 4 TIGHT TURNS PER MEP DWGS B C1 JOIST PER PLAN JOIST PER PLAN (I-JOIST WHERE OCCURS) PROVIDE PRE-APPROVED ATTACHMENT W/ HANGER ROD WITH DOUBLE NUT PER MEP (OPM-0043-13) C2 THRU BOLT W/ NUT & FLAT WASHER (1/2" DIAM MIN.) PER OPM-0043-13 PROVIDE PRE-APPROVED ATTACHMENT W/ HANGER ROD WITH DOUBLE NUT PER MEP (OPM-0043-13) BRACING WIRE ATTACHMENT TO SAWN LUMBER HANGER WIRE ATTACHMENT TO SAWN LUMBER HANGER ROD PARALLEL @ JOIST HANGER ROD BETWEEN JOIST (3)-10d NAILS INTO BLK'G THRU PLYWOOD 4X BLK'G W/ FACE MOUNT HANGERS (AT I JOIST, PROVIDE 2"X12"X12" FILLER BLOCK W/(10)-10d NAILS) MUST BE ABOVE THE NEUTRAL AXIS OF THE BM & MIN. 4X BOLT DIA. FROM BOTT. OF BM STRAP PARALLEL @ JOIST STRAP BETWEEN JOIST 4X BLK'G W/ FACE MOUNT HANGERS (AT I-JOIST, PROVIDE 2"X12"X12" FILLER BLOCK W/(10) 10d NAILS) 4X BLK'G W/ FACE MOUNT HANGERS (AT I-JOIST, PROVIDE 2"X12"X12" FILLER BLOCK W/(10) 10d NAILS) ANGLE BRACE PARALLEL @ JOIST (SEE "G" AT I-JOIST) ANGLE BRACE PERPENDICULAR @ JOIST 3" M A X 1 1/2" EQ3" 2" MIN FROM EDGE2" MIN FROM EDGE 4 BOLT DIAM. MIN FAN (150 # MAX)(2)-#10 SMS EA SIDE MIN FAN CURB W/ (2)-#10 x2 1/2 W.S. (SDS10212) PER SIDE TO NAILER 2x4 NAILER W/ (2)-#10 FLAT HEAD WOOD SCREWS PER SIDE (MIN 2" EMBED INTO JOIST BELOW) DBL JOISTS PER PLAN OR 4x8 BLK'G W/ "U" HANGER @ EA END @ OPENING EDGE 3/4" STRUCT I PLYWOOD W/ 10d @ 6" O.C. E.N. & B.N., 12" O.C. F.N. 6x8 SLEEPERS SHAPED OVER (4)- (E) JOISTS MIN U.N.O. TO ALIGN W/ MECH'L CURB MECHANICAL CURB & ANCHORAGE PER MANUF (CU-6109: PROVIDE (2)-3/8" X 3" LAG SCREWS @ EA SIDE) SISTERED (N) JOIST PER PLAN WHERE OCCURS 6X8 BLK'G W/ L50 @ EA END, TYP (E) PURLIN 4x BLK'G TYP BN, TYP MECH UNIT PER MECH'L DWGS +/- 12" 6X8 BLOCKING W/ L70 @ EACH END EA SIDE FULL DEPTH AT HDR CONDITION WHERE OCCURS +/- 6" 1/2" THRU BOLT(CTSK) @ 16" O.C. MAX JOIST HANGER PER DET (N) 2X NAILER NAILER TO (E) FRAMING W/ 16d @ 6" O.C. (N) PLYWOOD TO MATCH (E) (E) FRAMING (N) 2X JOIST TO MATCH (E) JOIST SIZE @ 16" O.C. W/ 'JB' HANGER @ EA END (E) JOIST (N) 10d NAILS @ 6" O.C. TYP @ (N) PLYWOOD TO (N) NAILER 12 S1.1 (N) 2X JOIST MATCH (E) 1/4" X 3" SDS SCREWS @ 6" O.C. STAGG (E) 2X JOISTS (2)-1/4X3" SDS SCREWS @ EA END DOUBLE JOIST 3" 3" +/- 6" 0" AT TRUSS +/- 6" 0" AT TRUSS 6" (N) JOIST (E) JOIST A A 4" TYP SHTG PER PLAN DOUBLE JOIST U.N.O. NOTE: JOIST HGRS TO BE SIMPSON STD U JOIST HGRS. (OR EQUAL) FOR SAWN LUMBER MIT JOIST HANGER FOR I-JOIST. 4x BLK'G W/ CS16 TYP @ EA CORNER DOUBLE TRIMMER OR SUPPORTING JOIST (SEE PLAN) JOIST HANGER @ HEADER JOIST HANGER W = 4 ' - 0 " M A X 3 S P A C E S M A X W H E R E DO U B L E T R I M M E R OC C U R S PROVIDE B.N. AROUND OPENING (MATCH (E) B.N. @ (E) CONSTRUCTION) 6' - 0" MAX OPENING STRAP AND BLK'G TO EXTEND BEYOND OPENING EQUAL TO OPENING WIDTH, W. SUPPORTED FRAMING BN SHEATHING BLOCKINGSUPPORTING BEAMSIMPSON HANGER PER SCHEDULE RAFTER/JOIST TO WOOD BEAM SUPPORTED FRAMING HGR TYPE 2x "JB/LB" SKEWED 2x "BA" MULTI 2x 3x AND LARGER "WP" I-JOIST/ MULTI I-JOIST "MIT" I-JOIST W/ STIFF "HIT" GLB "HGLT" "WP" SCALE : NOT TO SCALES1.1 TYPICAL REINFORCEMENT DETAILS AND DEVELOPMENT LENGTHS5 REGISTERED PROF ESS IONAL ENGINEERNo. Exp.9/30/24 S4029 YOUNG-K E UN NAM STATE OF CAL IFORNIA ST R U C T U R AL E N G I N E E R S I N CV C A 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: i735 C I V I LQuality Service Commitment S T R U C T U R A L DBEMBE SBE SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: 100% CD 07/07/23 REV. 1 08/21/23 N.T.S. 08/10/2023 S1.1 TYPICAL DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE : NOT TO SCALES1.1 HANGER ROD SUPPORT AT JOIST3 DESCRIPTION DATE SCALE : NOT TO SCALES1.1 TYPICAL FAN MOUNTING DETAIL7 SCALE : NOT TO SCALES1.1 CONDENSING UNIT PLATFORM (SAWN LUMBER )8 SCALE : NOT TO SCALES1.1 ROOF INFILL DETAIL9 SCALE : NOT TO SCALES1.1 TYP JOIST SISTER DETAIL10 SCALE : NOT TO SCALES1.1 TYPICAL ROOF OPENING DETAIL11 SCALE : NOT TO SCALES1.1 HANGER SCHEDULE12 2. OPN'G HEADER PER SCHEDULE, SHOWN BELOW SILL @ SINGLE STORY CONDITION T.O. FLOOR 2 BAYS OF 3X BLKG @ STRAP LOCATIONS, TYP (2) TRIMMERS TO SILL PLATE SAME WIDTH AS WALL STUDS (S) CS16 STRAPX48" W/ (22)-10D. INSTALL OVER PLYWD TYP @ ALL OPN'GS 2X BLK'G 3 LOCATIONS MIN. (48" O.C. MAX) (TYP) DBL PL @ SPANS GREATER THAN 4' - 0" PROVIDED @ WINDOW LOCATIONS, TYP SILL BOLTS SHALL BE 5/8" DIA A307 @ 48" O.C. MAX W/ 7" EMBED IN TO CONC PLACE BOLTS TO MISS STUDS. HOLDOWN WHERE OCCURS FULL HEIGHT HOLDOWN POST WHERE OCCURS, SEE PLAN IF REQD CENTER STUD & JOIST (2) (S) A35 FOR OPENING OVER 6' - 0" WIDE (TOP & BOTT) AT TRUSSES OR JOISTS DEEPER THAN 12" ALIGN STUD DIRECTLY BELOW. (3)-16D @ INTERSECTION OF 6" WALL & LARGER TYPICAL CONDITION @ CORNER PLATE LAP HEADER NOTES: 1. SOLID HEADERS MAY BE USED W/ SAME THICKNESS & DEPTH AS BUILT UP HEADERS STATED ABOVE 2. WHERE DISCREPANCIES BETWEEN THE BEARING WALL HEADER SCHEDULE AND DRAWINGS OCCURS, DRAWINGS TAKE PRECEDENCE SILL PLATE (PTDF WHERE IN CONTACT W/ CONCRETE) (2)-16D EA END/EA PIECE TOP & BOTT, TYP A35 @ TOP & BOTT TYP. @ HEADER PROVIDE: (2) 2X STUDS, UP TO 10' - 0" WIDE OPENING (3) 2X STUDS, OVER 10' - 0" WIDE OPENING INTERNAL STUDS W/ 16d @ 12" O.C. STAGG. AT HOLDOWN PROVIDE 16d @ 6"O.C. STAGG. WA L L H E I G H T LAP TOP PL 48" MIN (18)-16d @ TOP PL WALL STUD SCHEDULE FLOOR LEVEL ROOF - 2ND FLOOR 2X6 2ND FLOOR - 1ST FLOOR INTERIOR BEARING WALL (SPACING @ 16" O.C.) 6" WALL INTERIOR BEARING WALL (SPACING @ 16" O.C.) 4" WALL SILL PLATE (@SHEAR WALL, SEE SHEAR WALL SCHEDULE FOR OTHER SIZE) 2X6 2X6 2X4 2X4 2X 2X NON-BEARING WALL (SPACING @ 16" O.C.) 2X4 MIN 2X4 MIN2X6 ENGINEER TO REVIEW EXTERIOR WALL (SPACING @ 16" O.C.) 6" WALL (U.N.O.) 16" TYP (11)10d PROVIDE MIN 16d @ 16"O.C. BETWEEN LAPPED TOP PL NON-BEARING PARTITION HEADERS SPAN 2X6 STUD WALL UP TO 6' - 0"6X6 6' - 1" TO 10' - 0"6X8 10' - 1" TO 12' - 0" 6X10 2X4 STUD WALL 4X6 4X8 4X10 ㅤ ADD DTL-FD-8-A (& DELETE THIS NOTE) ** NOTE: IF SLAB IS 4 1/2" THICK OR GREATER CONTRACTOR MAY USE: 0.145"ø HILTI X-CP72 @ 24" O.C. W/ PRE- MOUNTED WASHERS PER ICC ESR-2379 2X PTDF SILL PLATE CONC SLAB PER PLAN (4" THK MIN**) 3/8"ø THREADED ROD** @ 24" O.C. STUD PER PLAN 16 1.2 WD (6) DETAIL A: TYPICAL BOTTOM OF PARTITION ㅤ 2X PTDF SILL PLATE CONC SLAB PER PLAN (4" THK MIN**) 3/8"ø THREADED ROD @ 32" O.C. & #4 REBAR @ 32" IN-BETWEEN (16" O.C. NET MAX) STUD PER PLAN 16 1.2 WD (6) DETAIL B: BOTTOM OF PARTITION W/ CURB #3 CONT BAR 2 1/2" EMBED W/ SIMPSON SET-3G PER ICC ESR-3187 2 1/2" EMBED W/ SIMPSON SET-3G PER ICC ESR-3187 #4 STD @ 16 FOR EPOXY DOWEL SEE DET 3 1.11 CONC PAT (1) (E) CONC. SLAB ADD DTL-FD-8-A (& DELETE THIS NOTE) STUD PER PLAN SIMPSON TRUSS CLIPS MODEL DTC @ EA JOIST (24" O.C. MAX) JOIST PER PLAN SHT'G PER PLAN ALTERNATIVELY, WHERE CEILING OCCURS, PROVIDE 2X6 FLAT CONT. EA SIDE OF TOP PL W/ (2) 16d TO EA JOIST 1/2" GAP. CEILING WHERE OCCURS STUD PER PLAN SIMPSON TRUSS CLIPS MODEL DTC @ EA BLK'G (24" O.C. MAX) JOIST PER PLAN SHT'G PER PLAN 1/2" GAP. CEILING WHERE OCCURS PROVIDE 2X BLK'G @ 16" O.C. 2X4 BRACE @ 48" O.C. 2X6 CONT @ MIDSPAN WHERE BRACE EXCEEDS 6' - 0" W/ (2)-16d TO EA BRACE SIMPSON A34 W/ #9 SD SCREWS @ EA BRACE 1 1.2 WD (6)ADD THIS DETAIL & 1 1.2 WD (6) ADD THIS DETAIL & DELETE THIS NOTE 1 1.2 WD (6)ADD THIS DETAIL & DELETE THIS NOTE 1 1.2 WD (6)ADD THIS DETAIL & DELETE THIS NOTE 10 1.2 WD (6) 10 1.2 WD (6)10 1.2 WD (6)1.2 WSTUD PER PLAN CEILING PER PLAN STUD PER PLAN CEILING PER PLAN 4 1.2 WD (6) 4 1.2 WD (6) 5 S1.2 TYP. WALL AND OPENING FRAMING 3 S1.2 TYP. NON-BEARING WALL TOP CON.. 7 S1.2 TYP. NON-BEARING WALL BASE CON.. (E) STUD WALL TO REMAIN (SINGLE OR DBL WALL) (E) DRY PACK SLAB (E) 2" THK S.O.G. (N) 0.157" DIA. X-U SHOT PIN @ 24" O.C. W/ 1" EMBED & 1" HEAD ROOM. PLACE (N) WIRED MESH OVERLAPPED W/ SHOT PIN (N) WIRED MESH (ANY SIZE IS WIRED MESH IS ACCEPTED.) (N) 4" THK CONC. SLAB ON GRADE W/ #4 @ 16" O.C. EA. WAY1" DEPRESSED AS REQUIRED EQEQ SLOPE SLAB EDGE TO AVOID OVER CUTTING (E)FINISH BELOW (E)S.O.G. 9 S1.2 (E)NON-BEARING WALL W/ (N)SLAB DET. HSS6 X 6 X 1 / 2 TYP U N O 24" DIA X 9' - 0" DEPTH POLE FTG SEE DET (E) BLDG TO REMAIN 1 S3.1 ACRYLIC PANEL (SEE ARCH) S4.1 9 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HIGH & LOW HSS6X6X1/2 FRAMING ELEVATION ACRYLIC PANEL (SEE ARCH) FOUNDATION NOTES: 1. FOR GENERAL NOTES, SEE SHEET S0.0 SERIES. 2. FOR TYPICAL DETAILS, SEE SHEET S1.0 SERIES. 3. SEE ARCHT'L FOR COLUMN LOCATIONS & DIMENSIONS. FRAMING NOTES: 1. FOR GENERAL NOTES, SEE SHEET S0.0 SERIES. 2. FOR TYPICAL DETAILS, SEE SHEET S1.0 SERIES. 3. SEE ARCHT'L FOR DIMENSIONS. REG ISTERED PROFE SS IONAL ENGINEE RNo. Exp. 9/30/24 S4029 YOUNG-K E UN NA M STATE OF CA LIFORNIA ST R U C T U R AL E N G I N E E R S I N CV C A 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: i735 C I V I L Q uality Service Commitment S T R U C T U R A L DBE MBE SBE SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: 100% CD 07/07/23 REV. 1 08/21/23 As indicated 08/10/2023 S2.1 FOUNDATION & FRAMING PLAN 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 S2.1 SCALE: 3/8" = 1'-0" REF DET:9 S4.1 FOUNDATION PLAN1 S2.1 SCALE: 3/8" = 1'-0" FRAMING PLAN2 NORTH NORTH DESCRIPTION DATE 2 S3.1 13 S4.1 7 ASI #06 11/13/25 7 HSS COLUMN PER PLAN (7)-#6 VERT #4 TIES @ 12" O.C. (3)-#4 TIES @ 2" O.C. 1/4" THK SQUARE PLATE PAVEMENT OR S.O.G. 3" CLR 1" TYP 3" MIN CLR 30 " M A X 3/16 DIA PER PLAN REFER TO ARCH FOR ISOLATING PAVING FROM COLUMNS A-A SECTION A-A 9' - 0 " M A X 3" CLR #4 TIES @ 12" O.C. (7)-#6 VERT STAGGER HOOK LOCATIONS SCALE : NOT TO SCALES3.1 POLE FOUNDATION DETAIL1 REG ISTERED PROFE SS IONAL ENGINEE RNo. Exp. 9/30/24 S4029 YOUNG-K E UN NA M STATE OF CA LIFORNIA ST R U C T U R AL E N G I N E E R S I N CV C A 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: i735 C I V I L Q uality Service Commitment S T R U C T U R A L DBE MBE SBE SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: 100% CD 07/07/23 REV. 1 08/21/23 N.T.S. 08/10/2023 S3.1 FOUNDATION DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 DESCRIPTION DATE SIMPSON CBS OR CUSTOM POST BASE FOR 4X8 POST (N)4X8 POST TO MATCH (E) +/ - 12 " MI N . 15 " 2'-6" X 2'-6" 3" ALL AROUND CBS46 12" 3" CLR 3" CLR (E)SLAB ON GRADE 4" EPOXY W/ SIMPSON SET-3G (4)-#5 EA. WAY TOP & BOT. #4 EA. @ 16" O.C. #4 EA. @ 16" O.C. 6" 6" #4 CONT. 2 S3.1 (E)SLAB EDGE PLAN VIEW (N)FTG BELOW (N)EPOXY DOWEL (N)#4 HAIRPIN AROUND POST BASE #4 HAIRPIN AROUND POST BASE (N)SLAB EDGE (E)SLAB EDGE SIMPSON CBS46 SECTION (N)POST & FTG @ STOREFRONT 7 7 ASI #06 11/13/25 1/4" COL CAP HSS BEAM PER PLAN WHERE OCCURS HSS COL PER PLAN HSS BEAM PER PLAN N.S. F.S N.S. F.S 3/16 GROUND LEVEL 0" T.O.S.= T.O.S.= HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 HS S 6 X 6 X 1 / 2 HS S 6 X 6 X 1 / 2 HS S 6 X 6 X 1 / 2 HS S 6 X 6 X 1 / 2 HS S 6 X 6 X 1 / 2 HS S 6 X 6 X 1 / 2 S3.1 1 S4.1 1 TYP FOR FTG SEE DET T.O.ENTRY FRAMING 16' - 5" 9' - 1 1 7 / 8 " 10' - 5 7/8" HSS6X6X1/2 HSS6X6X1/2 HSS6X6X1/2 16' - 5" NOTE: SEE ARCHT'L (2/A62.4) FOR COLUMN SPACING. 2 S4.1 TYP S4.1 3 S4.1 3 Level 1 0' - 0" Top of Parapet_Low 14' - 4" Top of Parapet_High 18' - 0" B C D E EQEQ EQ EQ EQEQ EQ ACRYLIC SIGN PANEL W/ NUT & WASHER (ASTM A193 TYPE 316) (SEE ARCH) HSS COLUMN PER PLAN M10 (0.4" DIA.) THREADED ROD (ASTM 193 TYPE 316) THROUGH HSS @ MAX 48"O.C. 3 FORM BARREL BY OTHERS HSS COL. PER PLAN HSS BM OR HDR PER PLAN 3/16 3/16 NS FS SCALE : NOT TO SCALES4.1 HSS BEAM TO HSS COL1 REG ISTERED PROFE SS IONAL ENGINEE RNo. Exp. 9/30/24 S4029 YOUNG-K E UN NA M STATE OF CA LIFORNIA ST R U C T U R AL E N G I N E E R S I N CV C A 2151 Michelson Dr. #240 Irvine, CA 92612 Tel. 949.679.0870 Fax. 949.679.9370 Project No.: i735 C I V I L Q uality Service Commitment S T R U C T U R A L DBE MBE SBE SCALE: REVISIONS: OW N E R : PR O J E C T N A M E : CL I E N T A D D R E S S : DATE ISSUED: PROJECT NO: 100% CD 07/07/23 REV. 1 08/21/23 As indicated 08/10/2023 S4.1 FRAMING DETAILS 2022-40123 CI T Y O F S A N T A A N A NE W H O P E L I B R A R Y MO D E R N I Z A T I O N 12 2 N . N E W H O P E S T . , S A N T A A N A C A 9 2 7 0 3 SCALE : NOT TO SCALES4.1 FRAMING ELEVATION9 SCALE : NOT TO SCALES4.1 TYP ACRYLIC PANEL TO HSS COL2 SCALE : NOT TO SCALES4.1 HSS BM OR HDR TO HSS COL CONNECTION3 DESCRIPTION DATE j A t ri 0 pc tt Pi J tI(N)GLULAM(24F-V4) TO REPLACE (E)GLULAM (E)GLULAM (N)4X8 FULL HT POST 2 S3.1 14 S4.1 13 S4.1 (N)4X FILLER (N)CONT. 4X8 COL. W/ (N)FTG. (N)1/4" THK STL PL. @ EA. SIDE W/ (3)-COL. OF (4)-1" DIA. BOLTS (N)1/4" THK STL PL. @ EA. SIDE W/(3)-COL. OF (4)-BOLTS 13 S4.1 (N)GLULAM @ STOREFRONT 14 S4.1 (N)GLULAM @ STOREFRONT (N)GLULAM(24F-V4) TO REPLACE (E)GLULAM (E)GLULAM4 1/2" 1 1/2" 2" 7 7 ASI #06 11/13/25