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Home My WebLink About2909 S Daimler St - TI - PlanWH FD FD UP UP UP UP UP WH FD FD UP UP UP UP UP EXISTING PLANNING & BUILDING TABULATIONS SCOPE OF WORK INTERIOR TENANT IMPROVEMENT: 1 -CONVERSION OF PORTION OF EXISTING STORAGE ROOM TO YOUTH ASSEMBLY ROOM AND HALLWAY 2 -CONVERSION OF EXISTING HALLWAY / VACANT SPACE TO NURSERY (AND CONVERSION OF EXISTING NURSERY TO STORAGE) INCLUDING: • CONSTRUCTION OF INTERIOR PARTITIONS & DOORS • MODIFICATION OF EXISTING MECHANICAL & LIGHTING SYSTEMS • INSTALLATION OF (2) NEW ROOFTOP MECHANICAL UNITS NOTE -THIS SCOPE OF WORK HAS BEEN APPROVED UNDER CUP 2022-13. MINOR MODIFICATION TO NURSERY LOCATION IS PROPOSED, AS CLARIFIED BY THE DIAGRAM BELOW, IN ORDER TO MAINTAIN EXISTING LUNCH ROOM IN CURRENT FOOTPRINT. NO CHANGE TO BUILDING ENVELOPE, AREA, OCCUPANCY TYPE OR EXITS -SEE SHEET A0.2 FOR FULL EXITING DIAGRAM. PROJECT DIRECTORY TENANT/CLIENT: COMPASS BIBLE CHURCH CONTACT: BOB DUMONT 2909 DAIMLER STREET SANTA ANA, CA 92705 TEL: (714) 290 -2593 EMAIL: BOB@COMPASSCHURCH.ORG OWNER: DAIMLER COMMERCE PARTNERS, LP 2 TASMAN SEA NEWPORT COAST, CA 92657 EMAIL: FHUANG39@GMAIL.COM ARCHITECT/ APPLICANT: ELEMENTS ARCHITECTURE, INC. 6B LIBERTY, SUITE 100 ALISO VIEJO, CA 92656 CONTACT: SHELLEY MACDONALD TEL: (714) 917-7244 EMAIL: SMACDONALD@ELEMENTSARCH.COM PROJECT:COMPASS BIBLE CHURCH -YOUTH ROOM PROJECT ADDRESS:2909 DAIMLER STREET SANTA ANA, CA 92705 LEGAL DESCRIPTION:THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, & IS DESCRIBED AS FOLLOWS: PARCEL 2, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED IN BOOK 30 PAGE 19 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. EXCEPTIN THEREFROM, ONE-HALF OF ALL OIL, GAS, MINERALS, HYDROCARBONS & ASSOCIATED SUBSTANCES LYING BELOW A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, W/O THE RIGHT OF SURFACE OR SUBSURFACE ENTRY ABOVE A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, AS RESERVED IN DEED RECORDED AUGUST 9, 1968 IN BOOK 8685 PAGE 900 OF OFFICIAL RECORDS OF ORANGE COUNTY. ACCESSORS PARCEL NO.:430-191-08 FLOOR AREA RATIO:0.39 ZONING DESIGNATION:PROFESSIONAL (P) LAND USE DESIGNATION:PROFESSIONAL & ADMINISTRATIVE OFFICE (PAO) LOT NUMBER(S):LOT 116 LOT AREA:122,099 SF = 2.803 AC. (NO PROPOSED CHANGE) NUMBER OF STORIES:TWO CONSTRUCTION TYPE:TYPE III-B OCCUPANCY CLASSIFICATION:ASSEMBLY (A-3), BUSINESS (B), STORAGE (S-2) *C.B.C. SEC. 508.3 NON-SEPARATED OCCUPANCIES ALLOWABLE ACTUAL BUILDING AREA:28,500 SF 23,538 SF BUILDING HEIGHT:75 FT.+/-22 FT. NO. OF STORIES:THREE TWO ZONING: REQUIRED PROVIDED MAX. STRUCTURE HEIGHT:+35 FT.+/-22 FT. SETBACKS: FRONT:15 FT.54.28 FT. SIDE (STREET ABUTMENT):15 FT.N/A SIDE (INT. SIDE PROP. LINES):5 FT.35.00 FT. REAR (*):50 FT.N/A REAR:10 FT.44.61 FT. (*) MAINTAIN SETBACK IF LOT ABUTTING ON REAR PROPERTY LINE IS A PARCEL USED OR ZONED FOR RESIDENTIAL PURPOSES. CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13) OCCUPANCY CLASSIFICATION: A3, B, S2 (NON-SEPARATED PER CBC 508.3) EXISTING BUILDING AREAS: OVERALL BUILDING GROUND FLOOR ADJACENT TENANTS (B OCCUPANCY) = 23,888 SF COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF TOTAL 43,738 SF SECOND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF TOTAL 3,688 SF TOTAL 47,426 SF TENANT AREA GROUND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 19,850 SF SECOND FLOOR COMPASS BIBLE CHURCH (A-3 OCCUPANCY) = 3,688 SF TOTAL 23,538 SF HEIGHT (PER CBC TABLE 504.3):ALLOWABLE ACTUAL 75' *22'-0 (EXISTING) *USE A OCCUPANCY; MOST RESTRICTIVE STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL 3*2 (EXISTING) *USE A-3 OCCUPANCY; MOST RESTRICTIVE ALLOWABLE AREA (PER CBC TABLE 506.2):ALLOWABLE ACTUAL 35,625 SF**19,850 SF (GROUND) 35,625 SF**3,688 SF (SECOND) 71,250 SF **23,538 SF (TOTAL) **Aa = (At + (NS X If) X Sa =(28,500 + (9,500 X 0.75 ) X 2 = 71,250 (35,625 PER FLOOR) VICINITY MAPKEY SITE PLAN PLANNING BUILDING ABBREVIATIONS: GENERAL NOTES 1. THE ARCHITECT WILL BE THE INTERPRETER OF THE REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS & THE JUDGE OF THE PERFORMANCE THERE UNDER BY BOTH THE OWNER & THE CONTRACTOR. 2. ALL CONSTRUCTION & MATERIALS SHALL BE AS SPECIFIED & AS REQUIRED BY THE CURRENT EDITION OF THE C.B.C., & LOCAL CODES & AUTHORITIES. 3. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS & SITE CONDITIONS BEFORE STARTING WORK. SHOULD A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS OR IN THE WORK DONE BY OTHERS FROM THE CONSTRUCTION DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK KNOWING OF AN ERROR, INCONSISTENCY, OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT WRITTEN INSTRUCTIONS FROM THE ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE ARCHITECT. 4. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS & SPECIFICATIONS, THE SPECIFICATIONS SHOULD TAKE PRECEDENCE, UNLESS A WRITTEN DECISION FROM THE ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES A CLARIFICATION OR ALTERNATE METHOD &/OR MATERIALS. 5. THE CONTRACTOR SHALL CONFINE THEIR OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS & THE CONTRACT DOCUMENTS. 6. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS & LITTER, & SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB- CONTRACTOR IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS WORK SHALL REMOVE ALL TRASH & DEBRIS AS A RESULT OF HIS OPERATIONS. 7. ALL MATERIALS STORED ON THE SITE SHALL BE PROPERLY STACKED & PROTECTED TO PREVENT DAMAGE & DETERIORATION UNTIL USE. FAILURE TO PROTECT MATERIALS MAY BE CAUSE REJECTION OF WORK. 8. THE CONTRACTOR SHALL DO ALL CUTTING, FITTING, OR PATCHING OF THEIR WORK THAT MAY BE REQUIRED TO MAKE ITS SEVERAL PARTS FIT TOGETHER PROPERLY & SHALL NOT ENDANGER ANY WORK BY CUTTING, EXCAVATING, OR OTHERWISE ALTERING THE WORK OR ANY PART OF IT. ALL PATCHING, REPAIRING & REPLACING OF MATERIALS & SURFACES, CUT OR DAMAGED IN EXECUTION OF WORK SHALL BE DONE WITH APPLICABLE MATERIALS SO THAT SURFACES REPLACED WILL, UPON COMPLETION MATCH SURROUNDING SIMILAR SURFACES. 9. NO PORTION OF THE WORK REQUIRING A SHOP DRAWING OR SAMPLE SUBMISSION SHALL BE COMMENCED UNTIL THE SUBMISSION HAS BEEN APPROVED BY THE ARCHITECT. ALL SUCH PORTIONS OF THE WORK SHALL BE IN ACCORDANCE WITH APPROVED SHOP DRAWINGS & SAMPLES. 10. DIMENSIONS: A. ALL DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALE. B. ALL DIMENSIONS TO WOOD STUDS ARE TO FACE OF FRAMING, U.O.N. C. ALL DIMENSIONS TO METAL STUDS ARE TO CENTER OF FRAMING, U.O.N. D. CEILING HEIGHT DIMENSIONS ARE FROM THE FINISH FLOOR SLAB TO THE FACE OF CEILING FINISH MATERIAL UNLESS OTHERWISE NOTED. 11. SAMPLES OF ALL COLORS & MATERIALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW & APPROVAL PRIOR TO ORDERING OF PRODUCTS OR COMMENCING RELATED WORK. 12. SUBSTITUTIONS OF MATERIALS HAVING LIKE QUALITY TO THOSE SPECIFIED OR NOTED WILL BE CONSIDERED BY THE ARCHITECT. WHERE DESIGN OR DETAIL MODIFICATIONS ARE REQUIRED TO INCORPORATE THESE SUBSTITUTIONS, THE CONTRACTOR SHALL PROVIDE ALL DRAWINGS & DATA TO THE ARCHITECT FOR APPROVAL AS REQUESTED TO VERIFY THE QUALITY & CHARACTER OF THE PRODUCTS & SHOWING THEIR CORRECT INCORPORATION INTO THE PROJECT. THE CONTRACTOR SHALL NOT MAKE CHANGES WITHOUT THE PRIOR WRITTEN APPROVAL OF THE ARCHITECT. 13. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO ENSURE ALL SUB-CONTRACTORS HAVE ACCESS TO ALL OF THE VARIOUS DISCIPLINE DRAWINGS TO ACCOMPLISH THE WORK SPECIFIED IN THE CONTRACT DOCUMENTS. 14. AT LEAST 50% OF CONSTRUCTION WASTE MATERIALS ARE TO BE RECYCLED. 15. PROVIDE ALL NECESSARY BLOCKING, BACKING & FRAMING FOR LIGHT FIXTURES, ELECTRIC UNITS, A/C EQUIPMENT & ALL OTHER ITEMS AS REQUIRED. 16. PROVIDE ALL ACCESS PANELS AS REQUIRED BY GOVERNING CODE TO ALL CONCEALED SPACES, VOIDS, ATTICS, ETC. VERIFY TYPE REQUIRED WITH ARCHITECT PRIOR TO INSTALLATION. 17. WHERE LARGER STUDS OR FURRING IS REQUIRED TO COVER PIPING & CONDUITS, THE LARGER STUD SIZE OR FURRING SHALL EXTEND THE FULL LENGTH OF THE WALL WIDTH & LENGTH WHERE THE FURRING OCCURS. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FEES & FOR OBTAINING THE PERMITS FOR THE MECHANICAL, ELECTRICAL & PLUMBING SYSTEMS. THESE SYSTEMS SHALL MEET THE REQUIREMENTS OF ALL LOCAL CODES & ORDINANCES, & THE REQUIREMENTS OF ALL CURRENT STATE & FEDERAL CODES. 19. THE CONTRACTOR SHALL PAY FOR THE MAIN ARCHITECTURAL BUILDING PERMIT. THE CONTRACTOR WILL BE REIMBURSED BY THE OWNER FOR THE COST OF THIS PERMIT. ALL OTHER PERMIT FEES SHALL BE PAID BY THE GENERAL CONTRACTOR. 20. THE PROJECT CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO MAINTAIN BUILDING SAFEGUARDS, EXITS & FIRE PROTECTION DEVICES. PROTECT ADJACENT PROPERTIES, WORKERS, PEDESTRIANS & OTHER PERSONS DURING EXCAVATION & CONSTRUCTION OPERATIONS. 21. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOLID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. SYMBOLS LEGEND DETAIL IDENTIFICATION BUILDING DETAIL: SHEET WHERE DETAIL LOCATED BUILDING SECTION: SECTION IDENTIFICATION SHEET WHERE SECTION LOCATED GRID LINE HEAD DOOR REFERENCE KEYNOTE REFERENCE REVISION ? 0 1 A101 SIM 1ROOM NUMBERRoom name 101 AA-0 FINISH REFERENCE WALL TYPE REFERENCE DETAIL REFERENCE: DETAIL IDENTIFICATION SHEET WHERE DETAIL LOCATED 1 A101 ? ? 1 A101 # POUND OR NUMBER @ AT ℄CENTERLINE ∠ANGLE ⌀DIAMETER --------------------------------------------- A.B. ANCHOR BOLTS A.D. AREA DRAIN A/C AIR-CONDITIONING A.C. ASPHALTIC CONCRETE A.C.T. ACOUSTIC CEILING TILE ACCESS. ACCESSIBLE ACOUS. ACOUSTICAL ADJ. ADJUSTABLE AGGR. AGGREGATE ALUM. ALUMINUM ALT. ALTERNATE ANOD. ANODIZED APPROX. APPROXIMATE ARCH. ARCHITECTURAL ASPH. ASPHALT ASS. ASBESTOS ASSY. ASSEMBLY --------------------------------------------- B. BASE B.N. BOUNDARY NAILING B.O. BOTTOM OF B.U. BUILT-UP BD. BOARD BETW. BETWEEN BEV. BEVEL BITUM. BITUMINOUS BLDG. BUILDING BLK. BLOCK BLKG. BLOCKING BM. BEAM BOT. BOTTOM BRG. BEARING BSMT. BASEMENT --------------------------------------------- C.B. CATCH BASIN C.F. CUBIC FOOT C.G. CORNER GUARD C.I.P. CAST-IN-PLACE C.J. CONSTRUCTION JOINT C.I. CAST IRON C.M.U. CONCRETE MASONRY UNIT C.O. CASED OPENING C.Y. CUBIC YARD CAB. CABINET CEM. CEMENT CER. CERAMIC CHAM. CHAMFER(ED) CLG. CEILING CLKG. CAULKING CLO. CLOSET CLR. CLEAR CNTR. COUNTER CO. CLEANOUT COL. COLUMN CONC. CONCRETE CONN. CONNECTION CONSTR. CONSTRUCTION CONT. CONTINUOUS CORR. CORRIDOR CPT. CARPET CSMT. CASEMENT CT. CERAMIC TILE CTR. CENTER CTSK. COUNTERSUNK --------------------------------------------- D.F. DRINKING FOUNTAIN D.H. DOUBLE HUNG D.L. DEAD LOAD D.S.P. DRY STANDPIPE DBL. DOUBLE DEMO. DEMOLITION DEP. DEPRESS(ED) DEPT. DEPARTMENT DIA. DIAMETER DIM. DIMENSION DISP. DISPENSER DIAG. DIAGONAL DN. DOWN DR. DOOR DS. DOWNSPOUT DTL. DETAIL DWG. DRAWING DWR. DRAWER --------------------------------------------- E. EAST E.B. EXPANSION BOLT E.F. EACH FACE E.J. EXPANSION JOINT E.P. ELECTRICAL PANELBOARD E.W.C. ELECTRICAL WATER COOLER EA. EACH ELAST. ELASTOMERIC ELECT. ELECTRICAL ELEV. ELEVATION EMER. EMERGENCY ENCL. ENCLOSURE EQ. EQUAL EQUIP. EQUIPMENT EQUIV. EQUIVALENT ESMT. EASEMENT (E) EXISTING EXIST. EXISTING EXP. EXPANSION EXPO. EXPOSED EXT. EXTERIOR --------------------------------------------- F.A. FIRE ALARM F.D. FLOOR DRAIN F.E. FIRE EXTINGUISHER F.E.C. FIRE EXTINGUISHER CABINET F.F. FINISH FLOOR F.H. FIRE HYDRANT F.H.C. FIRE HOSE CABINET F.N. FIELD NAILING F.O. FACE OF F.O.C. FACE OF CONCRETE F.O.F. FACE OF FINISH F.O.M. FACE OF MASONRY F.O.S. FACE OF STUD FAB. FABRICATE(D)(ION) FDN. FOUNDATION (FF) FACTORY FINISH -------------------------------------------- FGL. FIBERGLASS FIN. OR F. FINISH FLASH. FLASHING FLR. FLOOR FLUOR. FLUORESCENT FPRF. FIREPROOF FT. FOOT OR FEET FTG. FOOTING FURN. FURNITURE FURR. FURRING FUT. FUTURE FXTR. FIXTURE -------------------------------------------- G.B. GRAB BAR G.C. GENERAL CONTRACTOR G.I. GALVANIZED IRON GA. GAUGE GALV. GALVANIZED GENL. GENERAL GL. GLASS GLB. GLUED LAMINATED BEAM GND. GROUND GR. GRADE GRVL. GRVL. GT. GROUT GUT. GUTTER GYP. GYPSUM GYP.BD. GYPSUM BOARD GYP.PLAS. GYPSUM PLASTER --------------------------------------------- H.B. HOSE BIBB H.M. HOLLOW METAL H.V.A.C. HEATING/VENTILATING/AIR-CONDITIONING H.C. HOLLOW CORE HDR. HEADER HDWD. HARDWOOD HDWR. HARDWARE HGR. HANGER HGT. HEIGHT HORIZ. HORIZONTAL HP.LAM. HIGH-PRESSURE LAMINATE HR. HOUR HTR. HEATER HYD. HYDRANT HYDR. HYDRAULIC --------------------------------------------- I.D. INSIDE DIAMETER (DIM.) IN. INCHES INCAN. INCANDESCENT INCL. INCLUDE(D)(ING) INFO. INFORMATION INSP. INSPECT(ING)(ION) INSTL. INSTALL(ATION) INSUL. INSULATION INT. INTERIOR --------------------------------------------- JAN. JANITOR JST. JOIST JT. JOINT --------------------------------------------- K.D. KILN DRIED KIT. KITCHEN --------------------------------------------- L.F. LINEAR FOOT L.H. LEFT-HAND L.L. LIVE LOAD L.V.T. LUXURY VINYL TILE LAB. LABORATORY LAM. LAMINATE LAV. LAVATORY LB. POUND LBS. POUNDS LDGR. LEDGER LIN. LINEAR LKR. LOCKER LOC. LOCATION LT. LIGHT LT.WT. LIGHT-WEIGHT LTG. LIGHTING -------------------------------------------- M.B. MACHINE BOLT M.C. MEDICINE CABINET MAS. MASONRY MATL. MATERIAL MAX. MAXIMUM MECH. MECHANICAL MED. MEDIUM MEMB. MEMBRANE MEZZ. MEZZANINE MFR. MANUFACTURER MH. MANHOLE MIN. MINIMUM MIR. MIRROR MISC. MISCELLANEOUS MLWK. MILLWORK MTD. MOUNTED MTG. MOUNTING MTL. METAL MTR. MORTAR MUL. MULLION -------------------------------------------- (N) NEW N. NORTH N.A. NOT APPLICABLE N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE NO. NUMBER NOM. NOMINAL -------------------------------------------- O.A. OVERALL O.C. ON CENTER O.D. OUTSIDE DIAMETER O/ OVER OBS. OBSCURE OCC. OCCUPANTS OFC. OFFICE OPNG. OPENING OPP. OPPOSITE OVHD. OVERHEAD --------------------------------------------- P.LAM. PLASTIC LAMINATE P.G. PAINT GRADE P.T. PRESSURE TREATED PAR. PARALLEL PARTN. PARTITION PCF. POUNDS PER CUBIC FOOT PEMB. PRE-ENGINEERED METAL BUILDING PERF. PERFORATE PERP. PERPENDICULAR PLAS. PLASTIC PLUMB. PLUMBING PLF. POUNDS PER LINEAL FOOT PLYWD. PLYWOOD PNL. PANEL PNT. PAINT PR. PAIR PRCST. PRECAST PREFAB. PREFABRICATE(D) PREFIN. PREFINISH(ED) PROP. PROPERTY PSI. POUNDS PER SQUARE INCH PT. POINT PTN. PARTITION PVC. POLYVINYLCHLORIDE PVMT. PAVEMENT ------------------------------------------- Q.T. QUARRY TILE QTY. QUANTITY QUAL. QUALITY --------------------------------------------- R. RISER R.D. ROOF DRAIN R.H. RIGHT-HAND R.O. ROUGH OPENING R.W.L. RAIN WATER LEADER RAD. RADIUS RBR. RUBBER REC. RECESSED REF. REFERENCE REFR. REFRIGERATOR REINF. REINFORCE(D) REQ. REQUIRED RESIL. RESILIENT REV. REVISE OR REVISION RFG. ROOFING RGTR. REGISTER RLG. RAILING RM. ROOM RND. ROUND --------------------------------------------- S. SOUTH S.C. SOLID CORE S.C.W. SOLID CORE WOOD S.S. STAINLESS STEEL S.SK. SERVICE SINK SCHED. SCHEDULE SECT. SECTION SH. SHELF SHR. SHOWER SHT. SHEET SIM. SIMILAR SPEC. SPECIFICATION SQ. SQUARE ST. STAIN STA. STATION STAG. STAGGER(ED) STD. STANDARD STL. STEEL STOR. STORAGE STRUCT. STRUCTURAL SUSP. SUSPENDED SYM. SYMMETRICAL SYS. SYSTEM --------------------------------------------- T&B TOP & BOTTOM T&G TONGUE & GROOVE T. TEMPERED T.O. TOP OF T.O.C. TOP OF CURB T.O.P. TOP OF PARAPET T.O.PL. TOP OF PLATE T.O.R. TOP OF ROOF T.O.S. TOP OF SLAB T.P. TOP OF PAVEMENT T.S. TUBE STEEL T.V. TELEVISION T.W. TOP OF WALL TEL. TELEPHONE TEMP. TEMPORARY TER. TERRAZZO THK. THICK THRD. THREAD(ED) THRES. THRESHOLD TI. TILE TR. TREAD TYP. TYPICAL --------------------------------------------- U.O.N. UNLESS OTHERWISE NOTED UNF. UNFINISHED UR. URINAL UTIL. UTILITY --------------------------------------------- V. VINYL V.C.T. VINYL COMPOSITION TILE V.I.F. VERIFY IN FIELD V.P. VINYL PLANK V.S. VINYL SHEET VERT. VERTICAL VEST. VESTIBULE VNR. VENEER ------------------------------------------- W/ WITH W/O WITHOUT W. WEST W.C. WATER CLOSET W.GL. WIRE GLASS W.I. WROUGHT IRON W.V. WOOD VENEER W.W.F. WELDED WIRE FABRIC WD. WOOD WDW. WINDOW WF. WIDE FLANGE W.P. WATERPROOF(ING) WSCT. WAINSCOT WT. WEIGHT A B C D E F G H I J K L M N O P Q R S T U V W F APPLICABLE CODES & STANDARDS 2025 CALIFORNIA BUILDING CODE (CBC), PART 2, CBSC 2025 CALIFORNIA ELECTRICAL CODE (CEC), PART 3, CBSC 2025 CALIFORNIA MECHANICAL CODE (CMC), PART 4, CBSC 2025 CALIFORNIA PLUMBING CODE (CPC), PART 5, CBSC 2025 CALIFORNIA ENERGY CODE, PART 6, CBSC 2025 CALIFORNIA FIRE CODE (CFC) 2025 CALIFORNIA GREEN BUILDING STANDARDS CODE 2025 BUILDING ENERGY EFFICIENCY STANDARDS CODE SANTA ANA MUNICIPAL CODE (SAMC) LIST OF FEDERAL CODES & STANDARDS AMERICANS WITH DISABILITIES ACT (ADA), TITLE II OR TITLE III FOR TITLE II: UNIFORM FEDERAL ACCESSIBILITY STANDARDS (UFAS) OR ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PART 36) FOR TITLE III: ADA STANDARDS FOR ACCESSIBLE DESIGN (APPENDIX A OF 28 CFR PAR 36) DEFERRED SUBMITTALS THIS PROJECT HAS BEEN PERMITTED WITHOUT REVIEW &/OR APPROVAL OF THE FOLLOWING DEFERRED SUBMITTALS. PLANS APPROVED BY THE CITY SHALL BE OBTAINED FOR EACH DEFERRED ITEM LISTED BELOW PRIOR TO COMMENCING ANY WORK W/IN THE SCOPE OF SUCH DEFERRAL. DEFERRALS MUST BE REVIEWED & ACCEPTED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTING FOR REVIEW W/ THE CITY: 1. MODIFICATIONS TO EXISTING FIRE ALARM SYSTEM (IF / AS REQUIRED) 2. MODIFICATIONS TO EXISTING FIRE SPRINKLER SYSTEM (IF / AS REQUIRED) FULLY "BUILT-OUT" APPROVED PLAN PER CONDITIONAL USE PERMIT NO. 2022-13 EXISTING / CURRENT PLAN, AS PERMITTED & CONSTRUCTED UNDER #101109480 & 101122238 PROPOSED SCOPE OF WORK UNDER THIS PERMIT YOUTH ADJACENT TENANT (NOT IN SCOPE) NURSERY STRUCTURAL ENGINEER: CORE STRUCTURE 201 E. SANDPOINTE AVENUE, SUITE 400 SANTA ANA, CA 92707 CONTACT: AMIR DEIHIMI TEL: (949) 954 - 7242 EMAIL: AMIR@CORESTRUCTURE.COM MECHANICAL / ELECTRICAL: MEP ENERGY SOLUTIONS GROUP, INC. 79705 STAR FLOWER TRAIL LA QUINTA, CA 92253 CONTACT: BENNETT HEALY TEL: (562) 439 - 2935 EMAIL: BHEALY@MEPESG.COM A AREA & OCCUPANCY TABULATIONS SCOPE OF WORK (REFERENCE PLAN DIAGRAMS BELOW): 1. CONVERT EXISTING STORAGE TO YOUTH ROOM ASSEMBLY ROOM AND HALLWAY: • -2,0001 SF STORAGE (S2) • +1,557 SF YOUTH ROOM (A3) • +444 SF HALLWAY 2. CONVERT EXISTING HALLWAY / VACANT SPACE TO NURSERY (AND CONVERT EXISTING NURSERY TO STORAGE AT ROOM #107): • +452 SF NURSERY (A3) • +279 SF STORAGE (S2) • -731 SF HALLWAY PROPOSED TOTAL BUILDING AREA & OCCUPANT LOAD: AREA OCCUPANT LOAD OCCUPANCY TYPE A3 11,699 SF 1584.6 B 3,868 SF 25.8 S2 1,179 SF 3.9 UTILITY / MISC 6,792 SF 0 TOTAL 23,538 SF 1,615 (SEE SHEET A0.2 FOR FULL OCCUPANT LOAD SCHEDULE & EGRESS PLAN) E DYER RD. W MACARTHUR BLVD. E DYER RD. E WARNER AVE. E DEER AVE.DAIMLER ST. PROJECT LOCATION 2915 2909 23,538 SF 2-STORY A-3 OCCUPANCY COMPASS CHURCH 11,944 SF 1-STORY B OCCUPANCY WATER TECHNIQUES 2917 11,944 SF 1-STORY B OCCUPANCY PRIMEGEN BIOTECH EXISTING 3-HOUR FIRE WALL DAIMLER STREET AL T O N A V E N U E 3009 3001 2921 2915-2917 29012909 PCM IRVINE CHEERLEADING WATER TECHNIQUES, PRIMEGEN BIOTECHREGAL TECHNOLOGY PARTNERS NKMAX BIOTECH HGST "A WESTERN DIGITAL CO." NORTH A1.1 1 AREA OF WORK COMPASS BIBLE CHURCH PROJECT NORTH TRUE NORTH (E) STAIR ADJACENT TENANT (NOT IN SCOPE) EXISTING AREA TO REMAIN YOUTH STORAGE NURSERY NURSERY LUNCH ROOM OFFICE STORAGE NOTE -NURSERIES WILL BE UTILIZED BY MOMS WITH YOUNG CRYING OR DISRUPTIVE CHILDREN DURING CHURCH SERVICES ONLY. NO CHILDCARE OR DAYCARE SERVICES ARE PROPOSED BY COMPASS BIBLE CHURCH, CURRENTLY OR IN THE FUTURE. A -2,0001 SF STORAGE (S2) +1,557 SF YOUTH ROOM (A3) +444 SF HALLWAY HALLWAY +731 SF NURSERY (A3) -279 SF NURSERY (A3) + 452 NURSERY (A3) NET +279 SF STORAGE (S2) -731 SF HALLWAY 279 SF 1,557 SF444 SF 731 SF (E) STAIR ADJACENT TENANT (NOT IN SCOPE) STORAGE NURSERY LUNCH ROOM STORAGE YOUTH OFFICE 279 SF 2,0001 SF HALLWAY 731 SF M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 3 3 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A0.1 GENERAL INFORMATION COMPASS BIBLE CHURCH, TUSTIN SANTA ANA SHEET INDEX ARCHITECTURAL A0.1 GENERAL INFORMATION A0.2 CODE ANALYSIS & EGRESS PLAN A1.1 EXISTING SITE PLAN (FOR REFERENCE ONLY) A2.1 DEMOLITION GROUND FLOOR PLAN A2.2 PROPOSED GROUND FLOOR PLAN A2.3 EXISTING SECOND FLOOR PLAN (FOR REFERENCE ONLY) A2.4 ROOF PLAN A4.1 DEMOLITION GROUND FLOOR REFLECTED CEILING PLAN A4.2 PROPOSED GROUND FLOOR REFLECTED CEILING PLAN A5.1 ELEVATIONS & SECTIONS A8.1 DETAILS A9.1 DOOR, WALL & FINISH SCHEDULES A9.2 SPECIFICATIONS A9.3 SPECIFICATIONS ELECTRICAL E0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS E0.2 DETAILS & SCHEDULES E0.3 LIGHTING CONTROL DETAILS E2.1 ELECTRICAL FIRST FLOOR LIGHTING PLAN E3.1 ELECTRICAL FIRST FLOOR POWER PLAN E3.3 ELECTRICAL ROOF PLAN E4.1 SINGLE LINE DIAGRAM & PANEL SCHEDULES E5.1 ELECTRICAL SPECIFICATIONS E6.1 TITLE 24 CALCULATIONS MECHANICAL M0.1 LEGEND, SCHED., GENERAL NOTES & ABBREVIATIONS M0.2 MECHANICAL DETAILS M2.0 MECHANICAL DEMO FIRST FLOOR PLAN M2.1 MECHANICAL FIRST FLOOR PLAN M3.1 MECHANICAL ROOF PLAN M4.1 MECHANICAL SPECIFICATIONS M5.1 MECHANICAL TITLE 24 COMPLIANCE (UNDER SEPARATE PERMIT) (UNDER SEPARATE PERMIT) STRUCTURAL S-0.10 GENERAL NOTES & REQUIREMENTS S-0.11 GENERAL NOTES & REQUIREMENTS S-0.20 TYPICAL COLD FORM DETAILS S-1.0 FOUNDATION AND FRAMING PLAN SD1.0 STRUCTURAL DETAILS A PLAN CHECK CORRECTION 04-08-26 A WH FD FD UP UP UP UP UP FIRE & LIFE SAFETY LEGEND EXIT SIGN - CEILING / WALL MOUNTED DIRECTIONAL EXIT SIGN - CEILING / WALL MOUNTED 1. PROVIDE FIRE EXTINGUISHERS AS SHOWN IN PLANS (MINIMUM) - FINAL LOCATIONS TO BE DETERMINED BY FIRE DEPARTMENT INSPECTOR. 2. EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALLL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (NOTE: ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION.) 3. EXIT ACCESS SHALL NOT PASS THROUGH A ROOM WHICH CAN BE LOCKED TO PREVENT EGRESS 4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3). 5. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC SECTION 1013.5.) 6. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES. 7. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR AND EXTERIOR DOOR LANDING. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT-CANDLE AT FLOOR LEVEL (CBC 1008.3.4). 8. ALL TACTILE SIGNAGE SHALL BE MOUNTED AT LATCH SIDE OF DOOR. TACTILE EXIT / EXIT ROUTE SIGN, SEE NUMBER OF OCCUPANTS EXITING SPACE .... .EXIT EXISTING WALL-MOUNTED FIRE-EXTINGUISHER, RATED 2-A/10B/C 10 INDICATES PANIC HARDWARE AT DOORPANIC FE MAX OCCUPANCY SIGN, SEE OCC ASSISTIVE LISTENING SYSTEM SIGN, SEE ALS ASSISTIVE LISTENING SYSTEM NOTES 1. PROVIDE ASSISTIVE LISTENING SYSTEM AT ASSEMBLY AREAS, CONFERENCE AND MEETING ROOMS IN ACCORDANCE WITH CBC SECTION 11B-219 AND 11B-706 2. TOTAL NUMBER OF RECEIVERS SHALL BE EQUAL TO 4% TOTAL NUMBER OF SEATS, BUT NO LESS THAN 2 3. 25% OF MINIMUM RECEIVERS PROVIDED, BUT NO LESS THAN TWO, SHALL BE HEARING-AID COMPATIBLE PER 11B-219.3 4. AREAS WITH SYSTEM SHALL BE WITHIN 50' VIEWING DISTANCE OF STAGE OR PLAYING AREA AND HAVE COMPLETE VIEW OF STAGE OR PLAYING AREA, WHERE APPLICABLE. 5. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE 1/8" STANDARD MONO JACK 6. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS 7. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OR PROVIDING A SOUND PRESSURE LEVEL OF 110 dB MINIMUM AND 118 dB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 dB. 8. THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18dB MINIMUM 9. PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO PEAKS OF SPEECH FIRE & LIFE SAFETY NOTES 49.5FT.TRAVEL DISTANCE TO EXIT THIS PROJECT CONSISTS OF AN EXISTING ONE-STORY CONCRETE AND WOOD FRAMED STRUCTURE. BUILDING IS SEPARATED FROM ADJACENT BUILDING BY EXISTING 3-HOUR FIRE WALL -SEE DIAGRAM BELOW. THE TENANT SPACE IS EQUIPPED WITH AN EXISTING NFPA 13 AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. CONSTRUCTION TYPE:III-B, FULLY SPRINKLERED (NFPA 13) OCCUPANCY CLASSIFICATION: A3, B, S2 (NON-SEPARATED PER CBC 508.3) BUILDING AREA: TENANT AREA OF WORK GROUND FLOOR = 19,850 SF SECOND FLOOR = 3,688 SF TOTAL 23,538 SF HEIGHT (PER CBC TABLE 504.3):ALLOWABLE ACTUAL 75' *22'-0 (EXISTING) *USE A OCCUPANCY; MOST RESTRICTIVE STORIES (PER CBC TABLE 504.4): ALLOWABLE ACTUAL 3*2 (EXISTING) *USE A-3 OCCUPANCY; MOST RESTRICTIVE ALLOWABLE AREA (PER CBC TABLE 506.2):ALLOWABLE ACTUAL 35,625 SF**19,850 SF (GROUND) 35,625 SF**3,688 SF (SECOND) 71,250 SF **23,538 SF (TOTAL) **Aa = (At + (NS X If) X Sa =(28,500 + (9,500 X 0.75 ) X 2 = 71,250 (35,625 PER FLOOR) EXISTING BUILDING CODE ANALYSIS A (E) OFFICE 205 (E) OFFICE 206 (E) OFFICE 204 (E) OFFICE 203 (E) OFFICE 202 (E) HALLWAY 201 (E) STOR. 207 3 2 4 3 2 9 24 .... .EXIT 1 VOID 2915 2909 23,538 SF 2-STORY A-3 OCCUPANCY (AREA OF WORK) COMPASS CHURCH 11,944 SF 1-STORY B OCCUPANCY WATER TECHNIQUES 2917 11,944 SF 1-STORY B OCCUPANCY PRIMEGEN BIOTECH EXISTING 3-HOUR FIRE WALL (E) STAIR ADJACENT TENANT (NOT IN SCOPE)(E) 3-HOUR FIRE WALL(E) 3-HOUR FIRE WALL NOTES: • SEE SITE PLAN FOR ASSUMED PROPERTY LINE INFORMATION • EXISTING EXTERIOR WALLS ARE 8" THICK CONCRETE TILT-UP, WHICH HAVE A FIRE-RESISTANCE RATING OF 4 HOURS PER CBC TABLE 721(2) • FIRE WALL EXTENDS 18" PAST EXTERIOR SURFACE OF EXTERIOR WALL PER CBC 706.5 (EAST SIDE) • FIRE WALL PERMITTED TO TERMINATE AT INTERIOR SURFACE OF EXTERIOR WALL (WEST SIDE), PROVIDED EXTERIOR WALL HAS A 1-HOUR MIN. FIRE- RESISTANCE RATING FOR A HORIZONTAL DISTANCE OF NOT LESS THAN 4 FEET, WITH NO OPENINGS -PER CBC 706.5 EXCEPTION 1 • FIRE-RESISTANCE RATING OF ADJACENT EXTERIOR WALLS IS 1-HOUR MIN.; WITH NO OPENINGS, FOR A MINIMUM OF 4 FEET FROM THE INTERSECTION OF THE FIRE WALL TO EXTERIOR WALL (AS REQUIRED BY CBC 706.5.1 #1) (E) STAIR 41 23 16 19 18 1 3 2 18 18 2 20 606 223 2 86 87 367 88 173 173 336 166 336 EXIT WIDTH RQ'D = 336 X 0.2 = 67.2" EXIT WIDTH PROVIDED = 72" EXIT WIDTH RQ'D = 166 X 0.2 = 33.2" EXIT WIDTH PROVIDED = 36" 337 167 EXIT WIDTH RQ'D = 167 X 0.2 = 33.4" EXIT WIDTH PROVIDED = 36" EXIT WIDTH RQ'D = 337 X 0.2 =67.4" EXIT WIDTH PROVIDED = 72" 24 NOTE: DESIGN PROPOSES MULTIPLE EXITS WITH NO SINGLE WELL-DEFINED “MAIN EXIT”. THEREFORE, EXITS HAVE BEEN DISTRIBUTED AROUND THE PERIMETER OF THE BUILDING AS SHOWN, TO MEET REQUIREMENTS PER CBC 1029.2. FE FE FE FE PANIC PANIC PANIC PANIC PANIC PANIC PANIC PANIC EXISTING 3-HOUR FIRE WALL OVERALL BUILDING DIAGONAL = 216'-0" OVERALL BUILDING EXIT SEPARATION = 121'-10" > 1/3 (216'-0") AUDITORIUM DIAGONAL = 82'-8" AUDITORIUM EXIT SEPARATION = 51'-8" > 1/3 (82'-8") PANIC 174 173 OVERALL DIAGONAL = 60'-0" EXIT SEPARATION = 32'-11" > 1/3 (60'-0") EXIT WIDTH RQ'D = 112 X 0.2 = 22.4" EXIT WIDTH PROVIDED = 72" PANIC PANIC .... .EXIT (E) .... .EXIT OCC ALS (E) (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A (E) ELECT 127 32 18 1 OCC ALS (N) (N) .... .EXIT(N) 112 111 .... .EXIT(N) 1 PANIC(N) PANIC 1 1 HALLWAY 123 .... .EXIT(N) FE 59FT. MAX COMMON PATH OF TRAVEL (< 75') .... .EXIT (N) (N) A 20 A8.1 19 A8.1 17 A8.1 18 A8.1 M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 3 6 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A0.2 CODE ANALYSIS & EGRESS PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - GROUND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.1.2) EXITING NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE OCCUPANT LOAD FACTOR NO. OF OCCUPANTS ONE EXIT - MAX OCCUPANT LOAD PER OCCUPANCY MIN. NO. OF EXITS MINIMUM EXITING DOOR WIDTH (IN INCHES) PROVIDED EXITING DOOR WIDTH (IN INCHES) 101 (E) LOBBY 202 SF A3 Assembly (Concentrated) 5 40.4 49 1 8.1 288 102 (E) HALLWAY 3,000 SF -- (none) 0 103 (E) MEETING ROOM 333 SF A3 Assembly (Unconcentrated) 15 22.2 49 1 4.4 36 104 (E) MEETING ROOM 237 SF A3 Assembly (Unconcentrated) 15 15.8 49 1 3.2 36 104A (E) F.R. 11 SF -- (none) 105 (E) MEETING ROOM 273 SF A3 Assembly (Unconcentrated) 15 18.2 49 1 3.6 36 106 (E) MEETING ROOM 260 SF A3 Assembly (Unconcentrated) 15 17.3 49 1 3.5 36 107 STORAGE 279 SF S2 Storage and Stock Rooms 300 0.9 29 1 0.2 36 108 (E) VOID 111 SF -- (none) 109 (E) OFFICE 384 SF B Offices 150 2.6 49 1 0.5 36 110 (E) I.T. ROOM 273 SF B Business Areas 150 1.8 49 1 0.4 36 111 (E) MEETING ROOM 536 SF A3 Assembly (Unconcentrated) 15 35.7 49 1 7.1 36 112 (E) LUNCH ROOM 193 SF B Business Areas 150 1.3 49 1 0.3 36 113 (E) MEETING ROOM 294 SF A3 Assembly (Unconcentrated) 15 19.6 49 1 3.9 36 114 (E) JAN 20 SF -- (none) 115 (E) RR 329 SF -- (none) 116 (E) RR 392 SF -- (none) 117 NURSERY 472 SF A3 Assembly (Unconcentrated) 15 31.4 49 1 6.3 36 118 NURSERY 259 SF A3 Assembly (Unconcentrated) 15 17.3 49 1 3.5 36 119 (E) LOBBY 1,832 SF A3 Assembly (Concentrated) 5 366.5 49 2 73.3 288 120 (E) AUDITORIUM 4,238 SF A3 Assembly (Concentrated) 7 605.5 49 3 121.1 252 121 (E) STORAGE 324 SF S2 Storage and Stock Rooms 300 1.1 29 1 0.2 36 122 (E) STORAGE 261 SF S2 Storage and Stock Rooms 300 0.9 29 1 0.2 36 123 HALLWAY 444 SF -- (none) 0 124 YOUTH 1,557 SF A3 Assembly (Concentrated) 7 222.4 49 2 44.5 144 125 STORAGE 224 SF S2 Storage and Stock Rooms 300 0.7 29 1 0.1 72 126 (E) YOUTH 1,206 SF A3 Assembly (Concentrated) 7 172.3 49 2 34.5 144 127 (E) ELECT 113 SF -- (none) 18,057 SF 1593.9 PLUMBING FIXTURE ANALYSIS TOTAL "A-3" OCCUPANTS = 11,699 SF/30 = 390 OCCUPANTS = 195 MEN, 195 WOMEN WATER CLOSETS URINALS LAVATORIES DF WO M E N ME N 3 6* 3 2 3 WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 5 9 4 4 6 TO T A L R E Q ' D TO T A L P R O V I D E D WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 1 1 1 1 1 WATER CLOSETS URINALS LAVATORIES DF WO M E N M E N 2 4 2 1 2 TOTAL "B" OCCUPANTS =3,868 SF / 150 = 26 OCCUPANTS = 13 MEN, 13 WOMEN * TOTAL # REQ'D FOR WOMEN SHALL NOT BE LESS THAN TOTAL # WATER CLOSETS + URINALS REQ'D FOR MEN 1/8" = 1'-0"2SECOND FLOOR CODE ANALYSIS PLAN TRUE NORTH PROJECT NORTH BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - SECOND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.1.2) EXITING NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE OCCUPANT LOAD FACTOR NO. OF OCCUPANTS ONE EXIT - MAX OCCUPANT LOAD PER OCCUPANCY MIN. NO. OF EXITS MINIMUM EXITING DOOR WIDTH (IN INCHES) PROVIDED EXITING DOOR WIDTH (IN INCHES) 201 (E) HALLWAY 1,302 SF B Offices 150 8.7 49 1 1.7 36 202 (E) OFFICE 351 SF B Offices 150 2.3 49 1 0.5 60 203 (E) OFFICE 302 SF B Offices 150 2.0 49 1 0.4 36 204 (E) OFFICE 492 SF B Offices 150 3.3 49 1 0.7 72 205 (E) OFFICE 375 SF B Offices 150 2.5 49 1 0.5 36 206 (E) OFFICE 196 SF B Offices 150 1.3 49 1 0.3 36 207 (E) STOR. 91 SF S2 Storage and Stock Rooms 300 0.3 49 1 0.1 36 3,109 SF 20.4 Circulation Serving A3 (NET) 19,850 SF 3,688 SF 1 1 2 2 + BF 1/8" = 1'-0"1FIRST FLOOR CODE ANALYSIS PLAN Circulation Serving A3 (NET) A PLAN CHECK CORRECTION 04-08-26 A A A A CL D A I M L E R S T R E E T 2909 COMPASS BIBLE CHURCH (E ) T R A S H ADA ADA VAN ADA ADA AD A 30 0 ' - 0 " P . L . 30 0 ' - 0 " P . L . 407'-0" P.L. 407' - 0" P.L. NORTH 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 45 46 47 49 50 52 54 56 58 170 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 83 84 85 87 88 89 91 92 93 95 96 97 51 53 55 57 59 60 82 86 90 94 42 43 44 48 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 141 171 172 173 174 175 176 177 178 179 180 98 21 22 ADA VAN ADA 121 122 ADA VANADA R 42' - 0" R 30' - 0" R 42' - 0"R 30' - 0" ADJACENT TENANT- NOT A PART (EXISTING) 54' - 5" EXISTING STAGING AREA ADJACENT TENANT- NOT A PART 29152917 4' - 0" 200 AS S U M E D P R O P E R T Y L I N E 20' - 0" 20' - 0" EXISTING MAXIMUM AREA OF EXTERIOR WALL OPENINGS = NO LIMIT (UNPROTECTED, SPRINKLERED, 20' FIRE SEPARATION DISTANCE) PER CBC TABLE 705.8 EXISTING (3-HOUR MIN. FIRE-RATED) CONCRETE TILT-UP WALL; NO OPENINGS EXISTING MAXIMUM AREA OF EXTERIOR WALL OPENINGS = NO LIMIT (UNPROTECTED, SPRINKLERED, 20' FIRE SEPARATION DISTANCE) PER CBC TABLE 705.8 EV EV EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY EXISTING ACCESSIBLE PARKING AND PATH OF TRAVEL TO BUILDING ENTRY AREA OF WORK EXISTING PARKING TABULATIONS ADDRESS USE AREA RATIO RE'D PARKING 2909 DAIMLER CHURCH (AUDITORIUM)* 4,180 SF 1 SPACE PER 50 SF 84 SPACES CHURCH (H.S. YOUTH)* 767 SF**1 SPACE PER 50 SF 15 SPACES 2915 DAIMLER OFFICE 11,944 SF 1 SPACE PER 1,000 SF 36 SPACES 2917 DAIMLER OFFICE 11,944 SF 1 SPACE PER 1,000 SF 36 SPACES TOTAL PARKING SPACES REQUIRED 171 SPACES TOTAL PARKING SPACES PROVIDED 200 SPACES STANDARD = 191 ACCESSIBLE = 9 (6 STANDARD + 3 VAN) NOTES: * SEATING AREAS WITHOUT FIXED SEATS. "SEATING AREAS" SHALL INCLUDE CONGREGATION SEATING, PRAYER AND CRY ROOMS, PASTOR AND CHOIR AREAS, AND SIMILAR AREAS ** 1/2 THE TOTAL AREA OF THE HIGH SCHOOL YOUTH ROOM WAS USED FOR THIS CALCULATION SINCE ROUGHLY 1/2 OF HIGH SCHOOLERS ARE ELIGIBLE TO OBTAIN A DRIVER'S LICENSE. ON AVERAGE THE ACTUAL NUMBER OF LICENSED HIGH SCHOOLERS IS MUCH LESS THAN 1/2 EXISTING PLANNING / ZONING TABULATIONS PROJECT:COMPASS BIBLE CHURCH PROJECT ADDRESS:2909 DAIMLER STREET SANTA ANA, CA 92705 LEGAL DESCRIPTION:THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, & IS DESCRIBED AS FOLLOWS: PARCEL 2, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF CALIFORNIA, AS SHOWN ON A MAP FILED IN BOOK 30 PAGE 19 OF PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF ORANGE COUNTY, CALIFORNIA. EXCEPTIN THEREFROM, ONE- HALF OF ALL OIL, GAS, MINERALS, HYDROCARBONS & ASSOCIATED SUBSTANCES LYING BELOW A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, W/O THE RIGHT OF SURFACE OR SUBSURFACE ENTRY ABOVE A DEPTH OF 500 FT. FROM THE SURFACE OF SAID LAND, AS RESERVED IN DEED RECORDED AUGUST 9, 1968 IN BOOK 8685 PAGE 900 OF OFFICIAL RECORDS OF ORANGE COUNTY. ACCESSORS PARCEL NO.:430-191-08 FLOOR AREA RATIO:0.39 ZONING DESIGNATION:PROFESSIONAL (P) LAND USE DESIGNATION:PROFESSIONAL & ADMINISTRATIVE OFFICE (PAO) LOT NUMBER(S):LOT 116 LOT AREA:122,099 SF = 2.803 AC. NUMBER OF STORIES:2 CONSTRUCTION TYPE:TYPE III-B OCCUPANCY CLASSIFICATION:ASSEMBLY (A-3), BUSINESS (B), STORAGE (S-2) *C.B.C. SEC. 508.3 NON-SEPARATED OCCUPANCIES ALLOWABLE ACTUAL BUILDING AREA:28,500 SF 23,538 SF BUILDING HEIGHT:75 FT.+/-22 FT. NO. OF STORIES:THREE TWO ZONING: REQUIRED PROVIDED MAX. STRUCTURE HEIGHT:+35 FT.+/-22 FT. SETBACKS: FRONT:15 FT.54.28 FT. SIDE (STREET ABUTMENT):15 FT.N/A SIDE (INT. SIDE PROP. LINES): 5 FT.35.00 FT. REAR (*):50 FT.N/A REAR:10 FT.44.61 FT. M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 0 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A1.1 EXISTING SITE PLAN (FOR REFERENCE ONLY) COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1" = 20'-0"1EXISTING SITE PLAN (FOR REFERENCE ONLY) NOTE: NO PUBLIC WAY EXISTS ALONG DAIMLER STREET OR ADJACENT STREETS NO PROPOSED SITEWORK -PLAN & TABULATIONS SHOWN FOR REFERENCE ONLY CONDITIONS OF APPROVAL FOR CONDITIONAL USE PERMIT NO. 2022-13 (FOR REFERENCE) NO P R O P O S E D S I T E W O R K - PL A N & TA B U L A T I O N S S H O W N F O R R E F E R E N C E O N L Y WH FD FD UP UP UP UP UP 1 98765423 A B C 2.01 2.02 2.02 2.03 2.042.04 OFFICENURSERYVOID MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM LUNCH ROOM F.R. MEETING ROOM STORAGE STORAGE STORAGE STORAGE AUDITORIUM RR RR JAN YOUTH EXISTING AREA TO REMAIN 2.05 LOBBY 201' - 1" (EXISTING OVERALL BUILDING) 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 2.15 1 A5.1 1. ALL UTILITY LINES MUST BE CAPPED AS NECESSARY. 2. ANY DEVIATIONS FROM PLAN SHALL BE REPORTED TO ARCHITECT IMMEDIATELY UPON DISCOVERY. 3. G.C. SHALL PROVIDE ALL TEMP. SHORING, SCAFFOLDING, BARRICADES, ETC. AS REQ. TO COMPLETE DEMOLITION OF PREMISES. CONTRACTOR SHALL VERIFY AND OBTAIN APPROVAL FROM OWNER OF ALL PROPOSED BARRICADES AND ACCESS LIMITATIONS PRIOR TO COMMENCING WORK. 4. PRIOR TO BEGINNING DEMOLITION, G.C. SHALL VERIFY W/ OWNER & LOCAL UTILITY CO., EXACT LOCATIONS OF ALL UTILITIES WHICH MAY RUN THROUGH, ABV. OR BELOW PREMISES. ALL WET AND DRY UTILITY LINES SHALL BE INVESTIGATED AND VERIFIED IN FIELD PRIOR TO START OF WORK. 5. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO ACCUMULATE ON-SITE. 6. G.C. SHALL BE RESPONSIBLE FOR PROTECTION & SAFE-KEEPING OF ALL ITEMS NOTED ON PLANS AS "EXISTING" OR "EXISTING SHALL REMAIN." ELEMENTS TO REMAIN WHICH ARE DISCOVERED TO BE IN POOR OR DAMAGED CONDITION SHALL BE REPLACED AS REQ. CONTACT ARCHITECT UPON DISCOVERY. 7. DEMOLITION SHALL INCLUDE REMOVAL OF ALL NON-STRUCTURAL ITEMS NOT SPECIFICALLY MENTIONED BUT THAT WILL INTERFERE W/ PROPOSED WORK. 8. ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS & THOSE INDICATED IN THESE PLANS REGARDING ITEMS TO REMAIN MUST BE IDENTIFIED & REPORTED TO ARCHITECT IMMEDIATELY. 9. SPACES ADJACENT TO AREAS OF WORK SHALL BE PROTECTED PRIOR TO COMMENCING WORK. 10. ALL LIGHT FIXTURES TO BE REMOVED INCLUDES REMOVING J-BOXES, CONDUIT, & WIRING, U.N.O. 11. ALL UNUSED EQUIP. FEEDERS & CONDUIT SHALL BE WIRED BACK TO SOURCE, U.N.O. 12. ANY UNUSED CONDUIT CONCEALED IN FLOOR SHALL BE CAPPED OFF FLUSH W/ GRADE. 13. ANY (E) CONDUIT, UTILITY LINES, VENTS, ETC. WHICH ARE CONCEALED IN WALLS TO BE DEMOLISHED SHALL BE LOCATED, PROTECTED & RE-ROUTED AS REQ. 14. MAINTAIN CONTINUITY OF CIRCUITS TO DEVICES WHICH ARE TO REMAIN. PROTECT ALL (E) EQUIP., DEVICES, & BUILDING SURFACES THAT ARE TO REMAIN. 15. ALL DEVICES SHALL BE FULLY OPERATIONAL AFTER DEMOLITION WORK. PROVIDE (N) CONDUIT & WIRE, OR SPLICE BOXES AS REQ. TO MAINTAIN EQUIP. 16. CONTRACTOR SHALL VERIFY LOCATION OF ANY SHEAR WALLS OR LOAD-BEARING WALLS & NOTIFY ARCHITECT PRIOR TO START OF DEMOLITION. 17. THESE PLANS REPRESENT THE SCOPE OF WORK AS ACCURATELY AS POSSIBLE; HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY AND INSPECT ALL EXISTING CONDITIONS IN FIELD, AND THEREFORE DETERMINE COMPLETE SCOPE OF WORK, PRIOR TO BID. 18. CONTRACTOR SHALL VERIFY WITH OWNER ANY/ALL ITEMS WITHIN OR SURROUNDING SUBJECT BUILDING TO BE PROTECTED AND/OR RELOCATED, AND BE FULLY RESPONSIBLE FOR PROTECTION AND SAFE-KEEPING OF ITEMS. ALL EXISTING ELEMENTS ADJACENT TO AREAS OF WORK MUST BE PROTECTED PRIOR TO COMMENCING WORK. 19. ALL FIRE ALARM AND SPRINKLER MODIFICATIONS ARE DESIGN-BUILD. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY COMPLETE SCOPE OF WORK IN FIELD, PRIOR TO BID. DEMOLITION NOTES M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 2 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.1 DEMOLITION GROUND FLOOR PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA TRUE NORTH PROJECT NORTH ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.01 EXISTING DOORS TO BE REMOVED, FRAME TO REMAIN IN-PLACE 2.02 EXISTING AREA OF NON-LOAD-BEARING INTERIOR PARTITION TO BE REMOVED FOR NEW OPENING 2.03 EXISTING FIRE EXTINGUISHER IN CABINET TO BE RELOCATED 2.04 EXISTING FLOORING AND WALL BASE TO BE REMOVED - CLEAN, GRIND DOWN, PATCH AND PREP EXISTING CONC. SLAB TO RECEIVE NEW FINISHES 2.05 EXISTING CURTAIN TO BE REMOVED. REMOVE FLOORING AND PREP SLAB AS RQ'D TO RECEIVE NEW PARTITION 2.15 EXISTING OVERHEAD DOOR TO BE REMOVED IN COMPLETE 1/8" = 1'-0"1DEMOLITION FLOOR PLAN WH FD FD UP UP UP UP UP EXISTING CONSTRUCTION SHALL REMAIN LEGEND REFER TO DOOR AND WALL SCHEDULES FOR MORE INFORMATION PROPOSED CONSTRUCTION; INTERIOR NON-LOAD-BEARING FULL-HEIGHT TO UNDERSIDE OF ROOF / FLOOR PROPOSED CONSTRUCTION: INTERIOR NON-LOAD-BEARING OPENING INFILL; PARTIAL-HEIGHT TO UNDERSIDE OF SOFFIT/HEADER PROPOSED CONSTRUCTION; EXTRIOR NON-LOAD-BEARING OPENING INFILL; PARTIAL-HEIGHT TO UNDERSIDE OF SOFFIT/HEADER 1 98765423 A B C 2' - 6 " CLEAR 5' - 0" 15 ' - 6 " 5' - 0 " +/ - 1 3 ' - 5 " ( V E R I F Y ) (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A +/ - 2 2 ' - 8 " ( V E R I F Y ) 18' - 1" (VERIFY) (E) ELECT 127 (VERIFY) +/- 10' - 11" CLEAR (V E R I F Y ) +/ - 9 ' - 1 " 20 ' - 0 " HALLWAY 123 EQ 8' - 0 " EQ ALIGN EQ 6' - 0 " EQ 6" 3' - 0 " 3' - 5 " MIN CLR 1' - 6" 3' - 6"6' - 0" EQ 6' - 0 " EQ 5' - 0"13' - 1" F.O.F. F.O.F. F.O.F. EXISTING AREA TO REMAIN 8.02 9.01 8.01 201' - 1" (EXISTING OVERALL BUILDING) 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 21.01 5 A5.1 4 A5.1 3 A5.1 14 A8.1 F.O.F. F.O.F. 3' - 0 " 4" 8.03 8.04 5.01 (E ) A R E A O F I N F I L L - V I F 10 ' - 4 " 1 A5.1 2 A5.1 M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 3 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.2 PROPOSED GROUND FLOOR PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA ARCHITECTURAL KEYNOTES ## DESCRIPTION 5.01 NEW WALL INFILL WITH EXTERIOR METAL PANEL FINISH 8.01 NEW DOOR & FRAME PER SCHEDULE, TYP. 8.02 EXISTING FRAMED OPENING TO REMAIN - REMOVE ALL DOOR HARDWARE, PATCH, REPAIR, CLEAN & RE-PAINT 8.03 NEW INTERIOR WINDOW; 8'-0" W X 4'-0" H, SILL HEIGHT = 2'-6" A.F.F. 8.04 NEW EXTERIOR DOUBLE DOOR PER SCHEDULE 9.01 NEW INTERIOR NON-LOAD-BEARING PARTITION - SEE LEGEND AND WALL SCHEDULE FOR MORE INFO 21.01 RELOCATED 2-A/10B/C FIRE EXTINGUISHER IN WALL-MOUNTED SEMI-RECESSED CABINET; MOUNT AT 40" A.F.F. OR PER FIRE INSPECTOR 1/8" = 1'-0"1PROPOSED FLOOR PLAN TRUE NORTH PROJECT NORTH DN (OPEN TO BELOW) PROJECT NORTH TRUE NORTH 1 98765423 A B C 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) 36' - 2" 24' - 8" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 19' - 7"0' - 8" ADJACENT TENANT (NOT IN SCOPE) 50 ' - 3 " 5 0 ' - 3 " (E) HALLWAY 201 (E) OFFICE 202 (E) OFFICE 203 (E) OFFICE 204 (E) OFFICE 205 (E) OFFICE 206 (E) STOR 207 M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 4 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.3 EXISTING SECOND FLOOR PLAN (FOR REFERENCE ONLY) COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1/8" = 1'-0"1EXISTING SECOND FLOOR PLAN NO PROPOSED WORK AT SECOND FLOOR - PLAN SHOWN FOR REFERENCE ONLY NO P R O P O S E D W O R K A T S E C O N D F L O O R - PL A N S H O W N F O R R E F E R E N C E O N L Y 1 98765423 A B C 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) 2.13 ADJACENT TENANT (NOT IN SCOPE) 2.112.12 EXISTING 3-HOUR FIRE WALL 2.14 23.01 13 A8.1 RTU-11 RTU-12 13 A8.1 23.01 (E) RTU-10A RTU-10A 23.0323.03 13 A8.1 13 A8.1 13 A8.1 M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 4 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A2.4 ROOF PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.11 EXISTING PARAPET WALL TO REMAIN - PROTECT IN PLACE 2.12 EXISTING ROOFING TO REMAIN - PROTECT IN PLACE 2.13 EXISTING ROOF LADDER TO REMAIN - PROTECT IN PLACE 2.14 EXISTING ROOFTOP MECHANICAL UNIT TO REMAIN - PROTECT IN PLACE, TYP. U.N.O. 23.01 NEW ROOFTOP MECHANICAL UNIT - SEE MECHANICAL PLANS FOR COMPLETE SCOPE OF WORK. PATCH, REPAIR AND PROVIDE FLASHING AT EXISTING ROOFING PER DTL - VERIFY ALL EXACT CONDITIONS IN FIELD. 23.03 EXISTING ROOFTOP MECHANICAL UNIT TO BE RELOCATED AS SHOWN - SEE MECHANICAL PLANS FOR COMPLETE SCOPE OF WORK. PATCH, REPAIR AND PROVIDE FLASHING AT EXISTING ROOFING PER DTL - VERIFY ALL EXACT CONDITIONS IN FIELD. INFILL, PATCH & REPAIR ROOFING AT EXISTING ABANDONED LOCATION. TRUE NORTH PROJECT NORTH 1/8" = 1'-0"1ROOF PLAN NOTE: CONTRACTOR SHALL VERIFY EXISTING ROOF ASSEMBLY IN FIELD, AND ANY AVAILABLE SPECIFICATIONS AND WARRANTY INFORMATION WITH OWNER, PRIOR TO BID. ALL AREAS OF REPAIR AND REPLACEMENT SHALL BE IN ACCORDANCE WITH OWNER'S AND ROOF ASSEMBLY MANUFACTURER'S REQUIREMENTS, AND WARRANTY INSTRUCTIONS AS APPLICABLE. 1 9765423 A B C 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) (OPEN CEILING) (OPEN CEILING) EXISTING AREA TO REMAIN OFFICENURSERYVOID MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM MEETING ROOM LUNCH ROOM F.R. MEETING ROOM STORAGE STORAGE STORAGE STORAGE AUDITORIUM RR RR JAN YOUTH LOBBY 2.06 9' - 0" B.O. (E) SOFFIT 2.072.07 2.10 2.10 NOTE -CONTRACTOR TO V.I.F. PRIOR TO BID M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 4 7 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A4.1 DEMOLITION GROUND FLOOR REFLECTED CEILING PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA TRUE NORTH PROJECT NORTH ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.06 EXISTING SUSPENDED LIGHT FIXTURE TO BE RELOCATED 2.07 EXISTING CEILING & LIGHTING TO BE REMOVED FOR INSTALLATION OF NEW FULL-HEIGHT PARTITIONS, AND RE-INSTALLED. COORDINATE EXACT AND COMPLETE SCOPE OF WORK IN FIELD PRIOR TO BID; FIELD VERIFY CONDITION OF TILES PRIOR TO REMOVAL, PATCH, REPAIR AND/OR REPLACE ANY EXISTING DAMAGED TILES/GRID, OR TILES/GRID THAT BECOME DAMAGED DURING REMOVAL AND REINSTALLATION, PROVIDE NEW PERIMETER TRIM THROUGHOUT. VERIFY EXISTING INSULATION ABOVE CEILING - RE-INSTALL; OR IF NONE, PROVIDE NEW ACOUSTIC BATT INSULATION ABOVE CEILINGS. REINSTALL ALL LIGHT FIXTURES AS SHOWN; PROVIDE WIRING / SWITCH MODIFICATIONS - SEE ELECTRICAL PLANS FOR COMPLETE LIGHTING SCOPE. 2.10 EXISTING REGISTERS / PORTION OF DUCTWORK TO BE REMOVED - SHOWN FOR REFERENCE ONLY, SEE MECHANICAL PLANS FOR COMPLETE SCOPE 1/8" = 1'-0"1DEMOLITION FIRST FLOOR REFLECTED CEILING PLAN CEILING & LIGHTING LEGEND EXISTING ILLUMINATED EMERGENCY SIGN - CEILING / WALL MOUNTED PROPOSED SUSPENDED PENDANT LIGHT FIXTURE B.O. FIXTURE = 14'-0" A.F.F.*A 1. MEANS OF EGRESS LIGHTING SHALL BE PROVIDED W/ AN ILLUMINATION LEVEL OF NOT LESS THAN 1 FOOT-CANDLE @ THE WALKING SURFACE. (C.B.C. §1008.2) 2. WHERE BUILDINGS, ROOMS, OR SPACES REQUIRE TWO OR MORE MEANS OF EGRESS AN EMERGENCY POWER BACKUP SUPPLY SHALL BE PROVIDED FOR A DURATION OF NOT LESS THAN 90 MIN. (C.B.C. § 1008.3 THRU §1008.3.4) 3. VERIFY ALL EXISTING CONDITIONS IN FIELD UPON DEMOLITION & NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES RELATED TO CEILINGS, STRUCTURE, LIGHTING, OR MECHANICAL INFORMATION. 4. DUCTWORK, CONDUIT, PIPE, WIRE, ETC. SHALL BE HIDDEN FROM VIEW & CONCEALED W/IN WALL FRAMING, FLOOR FRAMING, SOFFITS, CHASES, & CEILING PLENUM SPACES WHENEVER POSSIBLE. IF VISIBLE, DUCTWORK, CONDUIT, PIPE, WIRE, ETC. SHALL BE INSTALLED IN A NEAT & ORDERLY MANNER. EXT. FINISH SHALL BE MODIFIED (I.E. PAINT) TO MATCH NEAREST ADJACENT SURFACE. 5. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (C.B.C. §1013.3) 6. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED & LABELED IN ACCORDANCE W/ UL 924. (C.B.C. §1013.5) 7. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MIN. 8. IN EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR, & EXT. DOOR LANDING. EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MIN. & SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE & MIN. 0.1 FOOT-CANDLE @ FLOOR LEVEL. (C.B.C. 1008.3.4.) 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE INSTALLATION OF ALL TRADES, INCLUDING DUCTWORK, CONDUIT, UTILITY LINES, AND FIXTURES. AT EXPOSED/OPEN CEILINGS, DUCTWORK SHALL BE MOUNTED ABOVE LIGHT FIXTURES AS HIGH AS POSSIBLE -CONTRACTOR SHALL NOTIFY ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES AS TO MOUNTING HEIGHTS OF ALL EXPOSED COMPONENTS, OR ANY EXISTING UNFORESEEN CONDITIONS PREVENTING COMPLIANCE WITH MOUNTING HEIGHTS PER PLANS 10. ALL EXPOSED ELEMENTS SHALL BE PAINTED TO MATCH ADJACENT SURFACE UNLESS NOTED OTHERWISE. ALL EXPOSED REGISTERS SHALL HAVE FINISH TO MATCH ADJACENT SURFACE. NOTES RELOCATED SUSPENDED PENDANT LIGHT FIXTURE - B.O. FIXTURE = 14'-0" A.F.F.*A (R) *VERIFY FINAL EXISTING RELOCATED / NEW PENDANT LOCATIONS WITH EMERGENCY BACKUP REQUIREMENTS -SEE ELECT. ILLUMINATED EMERGENCY SIGN - CEILING / WALL MOUNTED(N) SUSPENDED LINEAR LIGHT FIXTURE B.O. FIXTURE = 12'-0" A.F.F.B 1 9765423 A B C 10 0 ' - 6 " ( E X I S T I N G O V E R A L L B U I L D I N G ) 201' - 1" (EXISTING OVERALL BUILDING) (OPEN CEILING) NURSERY 118 NURSERY 117 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 EQ 16' - 0"EQ EQ 32 ' - 0 " EQ 13' - 0" EQ EQ EQ EQ EQ 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " EQ (OPEN CEILING) (OPEN CEILING) EQ 8' - 0"8' - 0"EQ EQ EQ HALLWAY 123 EXISTING AREA TO REMAIN (N) (N) (N) (E) OFFICE 109STORAGE 107 (E) VOID 108 (E) STORAGE 121 (E) AUDITORIUM 120 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) MEETING ROOM 104 (E) MEETING ROOM 103 (E) MEETING ROOM 105 (E) HALLWAY 102 (E) LUNCH ROOM 112 (E) RR 115 (E) RR 116 (E) MEETING ROOM 113(E) LOBBY 101 (E) HALLWAY 102 (E) LOBBY 119 9' - 0" 9' - 0" 5 A5.1 4 A5.1 3 A5.1 26.01 26.01 A A A (R) A A B B B B B B B B B B 5' - 0 " 45° (N) 2.072.07 2 A5.1 M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 1 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A4.2 PROPOSED GROUND FLOOR REFLECTED CEILING PLAN COMPASS BIBLE CHURCH, TUSTIN SANTA ANA ARCHITECTURAL KEYNOTES ## DESCRIPTION 2.07 EXISTING CEILING & LIGHTING TO BE REMOVED FOR INSTALLATION OF NEW FULL-HEIGHT PARTITIONS, AND RE-INSTALLED. COORDINATE EXACT AND COMPLETE SCOPE OF WORK IN FIELD PRIOR TO BID; FIELD VERIFY CONDITION OF TILES PRIOR TO REMOVAL, PATCH, REPAIR AND/OR REPLACE ANY EXISTING DAMAGED TILES/GRID, OR TILES/GRID THAT BECOME DAMAGED DURING REMOVAL AND REINSTALLATION, PROVIDE NEW PERIMETER TRIM THROUGHOUT. VERIFY EXISTING INSULATION ABOVE CEILING - RE-INSTALL; OR IF NONE, PROVIDE NEW ACOUSTIC BATT INSULATION ABOVE CEILINGS. REINSTALL ALL LIGHT FIXTURES AS SHOWN; PROVIDE WIRING / SWITCH MODIFICATIONS - SEE ELECTRICAL PLANS FOR COMPLETE LIGHTING SCOPE. 26.01 NEW SUSPENDED LIGHT FIXTURE PER ELECTRICAL PLANS, TYP. 1/8" = 1'-0"1PROPOSED FIRST FLOOR REFLECTED CEILING PLAN TRUE NORTH PROJECT NORTH ACOUSTIC BATT INSULATION FULL-DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 6" 20 GA. MTL STUDS PER SCHEDULE (1) LAYER 5/8" GYP. BD. (E) INSULATION -VERIFY (E) ROOF FRAMING -VERIFY (E) MEMBRANE ROOFING SYSTEM O/ SHEATHING - VERIFY +/ - 2 0 ' - 0 " - ( E ) V E R I F Y WALL BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE -WHERE OCCURS (E) CONC SLAB & FOOTINGS - VERIFY A8.1 1 A8.1 2 WALL BASE PER SCHEDULE (E) CONC SLAB & FOOTINGS - VERIFY 9' - 0 " - B . O . ( E ) S O F F I T , V . I . F . AL I G N AL I G N ACOUSTIC BATT INSULATION FULL-DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 6" 20 GA. MTL STUDS PER SCHEDULE -VERIFY IN FIELD; ALIGN WITH SOFFIT FRAMING ABOVE BOTH SIDES OF WALL (1) LAYER 5/8" GYP. BD. EXISTING BOX BEAM / HEADER -VERIFY EXISTING SOFFIT & WALL FRAMING & FINISH -VERIFY REMOVE (E) GYP. BD. FINISH AT B.O. HEADER TO RECEIVE OPENING INFILL WITH NEW MTL STUD PARTITION A8.1 1 ACOUSTIC BATT INSULATION FULL-DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 3 5/8" 20 GA. MTL STUDS PER SCHEDULE (1) LAYER 5/8" GYP. BD. (E) SUSPENDED ACOUSTIC CEILING TILE SYSTEM; REMOVED & REINSTALLED WITH NEW PERIMETER TRIM 9' - 0 " - B . O . ( E ) C L N G , V . I . F . A8.1 2 A8.1 1 WALL BASE PER SCHEDULE FLOOR FINISH PER SCHEDULE - WHERE OCCURS (E) CONC SLAB & FOOTINGS - VERIFY 11 ' - 0 " - ( E ) S E C O N D F L O O R , V . I . F . SIM RE-INSTALL (E) INSULATION, OR PROVIDE NEW IF NONE (E) -VERIFY IN FIELD (E) SECOND FLOOR FRAMING & SHEATHING -VERIFY IN FIELD B 10 ' - 0 " 8.04 5.01 5.02 2 A5.1 25 A8.1 24 A8.1 25 A8.1 2' - 0 " 8' - 0 " SIM 21 A8.1 SIM 23 A8.1 MTL. PANEL SIDING PER EXTERIOR ELEVATIONS 5/8" EXTERIOR-RATED PLYWD SHEATHING 3-5/8" 20 GA. STUD PER SCHEDULE W/ R-13 BATT INSUL. TYVEK COMMERCIAL WRAP (E) CONC. TILT-UP PANEL CONT. MTL. CHANNEL TOP TRACK & ATTACHMENT -SEE DTL (1) LAYER 5/8" GYP.BD. - ALIGN WITH ADJ. FINISH WALL BASE AS SPECIFIED FINISH FLR. AS SPECIFIED OVER (E) CONC. SLAB CONT. MTL. CHANNER RUNNER & ATTACHMENT / EMBEDMENT -SEE DTL (E) ROOF STRUCTURE A8.1 22 A8.1 23 10 ' - 0 " ( E ) O P E N I N G I N F I L L - V E R I F Y CONC. CURB (E) CONC. SLAB & FOOTINGS -VERIFY M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 2 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A5.1 ELEVATIONS & SECTIONS COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 3/4" = 1'-0"3WALL SECTION B (FULL-HT)3/4" = 1'-0"5WALL SECTION D (INT. INFILL)3/4" = 1'-0"4WALL SECTION C (FULL-HT) 1/4" = 1'-0"1EAST ELEVATION @ INFILL 3/4" = 1'-0"2WALL SECTION A (EXT INFILL) ARCHITECTURAL KEYNOTES ## DESCRIPTION 5.01 NEW WALL INFILL WITH EXTERIOR METAL PANEL FINISH 5.02 EXTERIOR METAL WALL PANELS TO MATCH ADJACENT: MTL. PANEL SIDING; MFR.: METAL SALES, STYLE NO.: TL-17D, COLOR: METALLIC SILVER, INSTALLATION: HORZ. 8.04 NEW EXTERIOR DOUBLE DOOR PER SCHEDULE 1. ALL METAL STUDS USED SHALL BE PER ICC-ESR-3064P. 2. ALL BRIDGING, BLOCKING OR END BEARING STIFFENERS SHALL BE AS REQUIRED BY MANUFACTURER UNLESS NOTED OTHERWISE ON THE DRAWINGS. 3. ALL STUDS SHALL CONFORM TO ICC-ESR-3064P. 4. UNLESS OTHERWISE NOTED ON PLANS, SEE FOLLOWING GUIDELINE FOR STUD SIZE & SPACING FOR INTERIOR PARTITIONS (DRYWALL FINISH ON BOTH SIDES). 5. TOP WIDE FLANGE SLIP TRACK ATTACHED TO STRUCTURE SHALL BE PER SCHEDULE BELOW. 6. PROVIDE NO. 6 TYPE 'S' DRYWALL SCREWS SPACED @ 12" O.C. FOR STUDS @ 24" SPACING, & 16" O.C. FOR STUDS @ 12" & 16" SPACING. 7. PROVIDE 16 GA. SLIP TRACK WHERE NOTED COMPOSITE LIMITING HEIGHTS, DEFLECTION LIMIT L/120, 5 PSF SIZE 362S125-33 400S125-33 600S125-33 SPACING 16" 12" 16" HEIGHT 21' -1" 25' -3" 32' -1" SPACING 24" 24" 24" HEIGHT 17' -5" 20' -1" 27' -10" NOTE: FASTENER PENETRATION: WOOD PENETRATION SHALL BE LONG ENOUGH TO PENETRATE INTO WOOD FRAMING MEMBERS NOT LESS THAN: • SCREWS -5/8" • NAILS -3/4" FASTENER PENETRATION: STEEL • SCREWS INTO METAL MEMBERS NOT LESS THAN 3/8" GYP. BD. THICKNESS 5/8" 5/8" 5/8" 5/8" 5/8" ERECTION OF FRAMING HORIZONTAL VERTICAL HORIZONTAL VERTICAL HORIZONTAL MAX. FRAMING SPACING 24" O.C. 16" O.C. 16" O.C. 24" O.C. 24" O.C. MAX. NAIL SPACING 8" O.C. 8" O.C. 7" O.C. 7" O.C. 8" O.C. MAX. SCREW SPACING 12" O.C. 16" O.C. 12" O.C. 12" O.C. 12" O.C. TYPE SCREWS TYPE 'S' SCREWS TYPE 'S-12' SCREWS TYPE 'W' SCREWS ATTACHMENT APPLICATION GYP. TO LIGHT-GA. STL. FRAMING (NON-LOAD BEARING) GYP. TO HEAVY-GA. STIL. FRAMING (STRUCTURAL) GYP. TO WOOD FRAMING SCREW TYPE & APPLICATION TABLE FASTENER SPACING - (1) LAYER GYP. BD. 2" 1/2"1/2" (1) LAYER 5/8" GYP.BD. EA. SIDE MTL. STUD WALL PER PLAN W/ BATT INSUL. MTL. BOX BEAM @ HEAD PROVIDE SEALANT @ BOTH SIDES, TYP. PAINTED H.M. FRAME JAMB BEYOND S.C.W. DOOR WITH WD VNR FINISH 2" 1/ 2 " 1/ 2 " (1) LAYER 5/8" GYP.BD. BOTH SIDES MTL. STUD WALL PER PLAN W/ BATT INSUL. DBL. MTL. STUD PROVIDE SEALANT @ BOTH SIDES, TYP. PAINTED H.M. FRAME S.C.W. DOOR WITH WD VNR FINISH H.M. JAMB BEYOND BURKE TRANSITION STRIP AS RQ'D FLOORING -VERIFY 1 2 MAX. SLOPE 1/ 4 " M A X . S.C.W. DOOR WITH WD VNR FINISH 5/ 8 " 1 1 / 4 " 5/ 8 " 2 1 / 2 " 1"1/4" SIDE VIEW SECTION WIDTH VARIES STUD WALL ISOMETRIC 1/ 2 " 1 1 / 4 " 1 1 / 4 " DRYWALL SCREWS, TYP. #8 x 9/16" WAFERHEAD FRAMING SCREWS @ EA. STUD TO TRACK (16" O.C. MAX.), TYP.; ENGAGE SCREWS @ LEAST 3 THREADS -DO NOT FULLY TIGHTEN SCREWS METAL STUD WALL SLOTTED TRACK STRUCTURE (2) #10 SMS SCREWS @ 16" O.C. DIAGONAL BRACE WHERE OCCURS 2x WD. BLKG. TO MATCH PURLIN SIZE (E) INSULATION W/ SCRIM (E) ROOF SHEATHING & FRAMING -VERIFY 16 GA. MIN. SLOTTED TRACK #8 WAFERHEAD SCREW EA. SIDE (2) #10 SCREWS PER MEMBER A8.1 4 EXTEND WALL FRAMING, FINISH AND INSULATION TO B.O. ROOF DECKING 1 1 / 2 " (E) PLYWD. ROOF SHEATHING (2) 2x WD. BLKG. TO MATCH PURLIN SIZE (E) INSULATION W/ SCRIM (E) PURLIN FRAMING 16 GA. MIN. SLOTTED TRACK #8 WAFERHEAD SCREW EA. SIDE ACOUS. INSUL. FULL DEPTH OF STUD 5/8" GYP.BD. EA. SIDE, PROVIDE FASTENERS PER (2) #10 SCREWS PER MEMBER MI N . 1/ 2 " A8.1 4 1 1 / 2 " PARALLEL PERPENDICULAR MTL STUDS PER 10 A8.1 9 A8.1 ACOUS. INSUL. FULL DEPTH OF STUD 5/8" GYP.BD. EA. SIDE, PROVIDE FASTENERS PER MTL STUDS PER 10 A8.1 9 A8.1 (E) CONC. SLAB FLOORING PER FIN. SCHED. SEALANT EA. SIDE WALL BASE PER FIN. SCHED. HILTI X-U UNIVERSAL POWER-DRIVEN FASTENER W/ 1" MIN. EMBED @ 16" O.C. (ICC #ESR 2269) ACOUS. INSUL. FULL DEPTH OF STUD 5/8" GYP.BD. EA. SIDE, PROVIDE FASTENERS PER MTL STUDS PER 10 A8.1 9 A8.1 ASSISTIVE LISTENING SYSTEMS AVAILABLE R 1/2" TYP. NOTES: 1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND. 2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL. 3. MOUNT AT HEIGHT PER 0' - 6 " 1' - 0" 16 A8.1 MAXIMUM OCCUPANCY XX PERSONS R 1/2" TYP. NOTES: 1. MIN. 1" LETTERS & NUMBERS WITH CONTRASTING BACKGROUND. 2. LOCATE SIGN IN VISIBLE LOCATION OR AS DETERMINED BY THE FIRE MARSHAL. 3. MOUNT AT HEIGHT PER 0' - 6 " 16 A8.1 SEE SIGNAGE NOTES, FOR MORE INFO. SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER EXIT R 1/2" , TYP. 6" 4" BRAILLE TEXT, TYP. RAISED TACTILE TEXT, TYP. WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS & SPACES, RAISED LETTERS SHALL ALSO BE PROVIDED. THESE LETTERS SHALL BE SANS SERIF UPPERCASE SIZED PER 11B-703.5, AND ACCOMPANIED BY GRADE 2 BRAILLE SIZED PER 11B-703.3.1. 16 A8.1 11 A8.1 TYP. 9"EQ EQ 60 " M A X A . F . F . T O H I G H E S T C H A R A C T E R S 48 " M A X A . F . F . T O L O W E S T B R A I L L E F.F. 48" MIN. A.F.F. OR GROUND SURFACE, MEASURED FROM BASELINE OF LOWEST LINE OF BRAILLE CELLS & 60" MAX. A.F.F. OR GROUND SURFACE, MEASURED FROM BASELINE OF HIGHEST LINE OF RAISED CHARACTERS PER C.B.C. 11B-703.4.1 58 " M I N . - 6 0 " M A X . , T Y P . ME A S U R E D F R O M C E N T E R O F S I G N TO F . F . P E R C . B . C . 7 0 3 . 7 . 2 . 6 WALL SIGN ALONG LATCH SIDE OF DOOR (OR NEAREST ADJACENT WALL) W/ CLEAR FLOOR SPACE OF 18" x 18", CENTERED ON TACTILE CHARACTERS, PROVIDED BEYOND ARC OF DOOR SWING, TYP. PER C.B.C. 11B-703.4.2 DOOR SIGN, TYP. 1. CHARACTER TYPE: CHARACTERS ON SIGNS SHALL BE RAISED 1/32" (0.794 MM) MINIMUM & SHALL BE SANS SERIF UPPERCASE CHARACTERS ACCOMPANIED BY BRAILLE (SEE NOTE #4 BELOW). 2. CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MINIMUM OF 5/8" (15.9 MM) & A MAXIMUM OF 2" (51 MM) HIGH, BASED ON HEIGHT OF UPPERCASE LETTER "I". ( C.B.C. 11B-703.2.5) 3. PROPORTIONS: VISUAL CHARACTERS ON SIGNS SHALL BE SELECTED FROM FONTS WHERE WIDTH OF UPPERCASE LETTER "O" IS 60% MINIMUM & 110% MAXIMUM OF HEIGHT OF UPPERCASE LETTER "I". STROKE THICKNESS OF UPPERCASE LETTER "I" SHALL BE 15% MAXIMUM OF HEIGHT OF CHARACTER. (C.B.C. 11B-703.2.4 & 11B-703.2.6) 4. BRAILLE: CONTRACTED (GRADE 2) BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS OF THESE STANDARDS. BRAILLE DIMENSIONS SHALL COMPLY WITH C.B.C. TABLE 11B-703.3.1. MI N . 0. 3 9 5 " MA X . 0 . 4 0 0 " 0.100" 0.300" 0. 0 5 9 M I N . 0. 0 6 3 M A X . 0. 0 3 7 " M A X . 0. 0 2 5 " M I N . BRAILLE DOT RAISED SECTION: ROUNDED DOT (ACCEPTABLE) SQUARE DOT (NOT ACCEPTABLE) BRAILLE CELL WALL PER PLAN GYP. BD. PER WALL TYPE ACOUSTIC BATT INSULATION, FULL-DEPTH OF STUD SECTION PLAN HEADER PER STRUCT. 1/8" CLR TEMPERED GLASS, ANGLED 1/4" CLEAR OR TINTED LAMINATED SAFETY GLASS CONT. ACOUSTIC SEALANT, TYP. CONT. ACOUSTIC SEALANT, TYP. 1/4" CLEAR OR TINTED LAMINATED SAFETY GLASS WALL PER PLAN GYP. BD. PER WALL TYPE 1/8" CLR TEMPERED GLASS, ANGLED 12 GA. STEEL FRAME, POWDER-COATED WITH SELF-TAPPING MTL SCREWS @ 12" O.C. 1" 1" ACOUSTIC FOAM UNDERNEATH LINER ACOUND ENTIRE FRAME 1" 1/8" THK FOAM GLAZING TAPE ACOUSTIC FOAM UNDERNEATH LINER ACOUND ENTIRE FRAME 1/8" THK FOAM GLAZING TAPE 12 GA. STEEL FRAME, POWDER-COATED WITH SELF-TAPPING MTL SCREWS @ 12" O.C. NOTES A. WINDOW FRAMES SHALL BE 1 ¼ IN. THICK FABRICATED FROM NOT LESS THAN 12 GAUGE STEEL, REINFORCED AND FILLED WITH SOUND-ABSORBING ACOUSTIC FILL, INSIDE AND OUTSIDE CORNERS SHALL BE MITERED AND INTERLOCKED TO HAIRLINE MEASUREMENTS, MADE SQUARE, CONTINUOUSLY WELDED , AND GROUND SMOOTH, FLUSH, AND INVISIBLE. B. STOPS SHALL BE UP TO 1 INCH THICK AND READILY REMOVABLE, FABRICATED FROM NOT LESS THAN 16 GAUGE ROLLED STEEL SECTIONS PREDRILLED AND ALIGNED WITH FRAME TO FORM TIGHT SQUARE ACOUSTICAL JOINT. STOP FASTENERS SHALL BE CONCEALED. C. ACOUSTIC SEALS FOR GLAZING SHALL BE VIBRATION-ISOLATING RESILIENT CLOSED-CELL POLYETHYLENE FOAM GLAZING TAPE. GLAZING TAPE MUST BE DESIGNED TO WITHSTAND ENVIRONMENTAL BREAKDOWN AND MAINTAIN AN EFFECTIVE SEAL. 8 I N . M I N . 4 I N . M I N . EXISTING ROOF MEMBRANE -VERIFY SARNAFIL FLASHING MEMBRANE, HOT-AIR WELD SPECIFIED SARNAFIL SECUREMENT SARNAFIL FLASHING TO ACCEPTABLE SUBSTRATE MTL. EXTENDER PIECE AS REQ. SIKAFLEX -1A SEALANT (SEE NOTE) GROMMETTED FASTENER 12" O.C. MECHANICAL EQUIPMENT WITH FABRICATED CURB AS SPECIFIED NOTE: MTL. EXTENDER PIECE IS REQ. IF EXISTING COUNTERFLASHING IS CONTAMINATED &/OR COUNTERFLASHING FASCIA IS LESS THAN 4" WIDE. FASTENED 12" O.C. W/ GROMMETTED FASTENER. FRAMING O/ SLOPED/SHAPED CURB -SEE STRUCT & MECH PLANS FOR FULL SCOPE EXIT ROUTE R 1/2" , TYP. 6" 6" BRAILLE TEXT, TYP. RAISED TACTILE TEXT, TYP. SEE SIGNAGE NOTES, FOR MORE INFO. SIGNS SHALL BE MOUNTED AT LATCH SIDE OF DOOR PER 16 A8.1 11 A8.1 MTL. PANEL AS SPECIFIED MTL STUDS PER WALL TYPE CORNER BEAD, TYP. CONT. BACKER ROD AND SEALANT FOAM CLOSURE (WHERE OCCURS) METAL CLOSURE / HEAD TRIM WITH DRIP EDGE PER MANUF. (PROVIDE J-METAL TRIM AT SHEATHING) DOOR AS SPECIFIED INTERIOR EXTERIOR GYP. BD. FINISH EXTERIOR SHEATHING PER WALL TYPE TYVEK COMMERCIAL WRAP UP/AROUND OPENING HEADER PER STRUCT. DOOR PER SCHED. JAMB BEYOND ALUM. THRESHOLD; CUT DOWN, MITER & SCRIBE ENDS; SET IN CONT. SEALANT 1 2 MAX. SLOPE 1/ 4 " M A X . (E) CONC. SLAB & ADJ. PAVING -V.I.F. (E) OR NEW EXPANSION JT FILLER (1/2") INTERIOREXTERIOR METAL PANEL AS SPECIFIED TYVEK COMMERCIAL WRAP SHEATHING AS SPECIFIED STUD WALL PER PLAN 5/8" GYP. BD. EXIST CONC. WALL & OPENING AL I G N LINE OF (E) CONC.WALL BEYOND TRIM PER MTL PANEL MANUF. WITH CONT. SEALANT MIN. CONT. 600T162-54 TOP TRACK W/ HILTI X-U 0.157 DIA. W/ 1" MIN EMBEDMENT @ 16" O.C. (ESR 2269) A METAL PANEL AS SPECIFIED TYVEK COMMERCIAL WRAP SHEATHING AS SPECIFIED STUD WALL PER PLAN METAL PANEL CLOSURE TRIM WITH DRIP EDGE PER MANUF. -OVERLAP WATERPROOF MEMBRANE AS SHOWN 5/8" GYP. BD. EXISTING CONC. SLAB & PAVING SLOPE 2% -VERIFY LINE OF (E) CONC.WALL BEYOND 0' - 6 " 2 3 / 1 6 " 3" CONC. CURB -PAINT TO MATCH CONC. WALL WIDTH OF OPENING - VERIFY CONT. BOTTOM TRACK WITH ATTACHMENT & EMBEDMENT PER STRUCT. REBAR & EMBEDMENT OF DOWELS INTO (E) CONC. PER STRUCT. SHIM AS REQUIRED CONT. BACKER ROD AND SEALANT DOOR AS SPECIFIED INTERIOR EXTERIOR C/L EXISTING CONC. TILT-UP WALL MASONRY ANCHOR AS REQUIRED M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 2 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A8.1 DETAILS COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 12" = 1'-0"10INT. PARTITION SCHEDULE 12" = 1'-0"9GYP. BD. FASTENER SCHEDULE 3" = 1'-0"7TYP. INTERIOR DOOR HEAD 3" = 1'-0"6TYP. INTERIOR DOOR JAMB 3" = 1'-0"12TYP. INTERIOR DOOR SILL 3" = 1'-0"4SLIP TRACK 3" = 1'-0"2PARTITION @ ROOF 3" = 1'-0"1PARTITION @ FLOOR 3" = 1'-0"20ASSISTIVE LISTENING SIGNAGE 3" = 1'-0"19MAX OCCUPANCY SIGNAGE 3" = 1'-0"17TACTILE EXIT SIGNAGE 1/2" = 1'-0"16SIGN MOUNTING 12" = 1'-0"11SIGNAGE NOTES 1 1/2" = 1'-0"14INTERIOR ACOUSTIC WINDOW 6" = 1'-0"13ROOFTOP UNIT CURB 3" = 1'-0"18TACTILE EXIT ROUTE SIGNAGE 3" = 1'-0"25EXT. DOOR HEAD (JAMB SIM) 3" = 1'-0"24EXTERIOR DOOR SILL 3" = 1'-0"23EXT. WALL INFILL @ HEAD/JAMB 3" = 1'-0"22EXT. WALL INFILL @ SLAB 3" = 1'-0"21EXT. DOOR HD @ CONC. (JAMB SIM) A PLAN CHECK CORRECTION 04-08-26 2909 DAIMLER STREET, SANTA ANA, CA 92705 INTERIOR T.I. OF EXISTING CHURCH BUILDING COMPASS BIBLE CHURCH (TENANT) DAIMLER COMMERCE PARTNERS, LP (714) 290 -2593 0 N/A 101126784 101126784 (BUILDING) 20188132 (ELECTRICAL) 40141367 (MECHANICAL) 0 NO IMPACT -IMPROVEMENTS TO PROVIDE FULL DISABLED ACCESS COMPLIANCE WERE ALREADY COMPLETED, AS PART OF PHASE 1 OF THE PROJECT, UNDER 101109480 NO REQUIRED IMPROVEMENTS -IMPROVEMENTS TO PROVIDE FULL DISABLED ACCESS COMPLIANCE WERE ALREADY COMPLETED, AS PART OF PHASE 1 OF THE PROJECT, UNDER 101109480 0; IMPROVED TO FULL COMPLIANCE IN PHASE 1 N/A -NO PUBLIC WAY 1 0; IMPROVED TO FULL COMPLIANCE IN PHASE 1 0; IMPROVED TO FULL COMPLIANCE IN PHASE 1 0; IMPROVED TO FULL COMPLIANCE IN PHASE 1 0; IMPROVED TO FULL COMPLIANCE IN PHASE 10; IMPROVED TO FULL COMPLIANCE IN PHASE 10; IMPROVED TO FULL COMPLIANCE IN PHASE 1 N/A M. STEVEN CAMP, ELEMENTS ARCHITECTURE 6B LIBERTY, SUITE 100, ALISO VIEJO, CA 92656 949-488-0865 04-08-2026 275,000 $275,000 (INCLUDED) (INCLUDED) $275,000 $55,000 A A WH FD FD UP UP UP UP UP (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A (E) ELECT 127 HALLWAY 123 C C C C C B B B D 123 124A 125 118 117 122 9.029.02 9.029.02 9.029.02 9.03 NOTE -VERIFY EXISTING ADJ. FLOORING INSTALL PATTERN; ALIGN WITH AND PROVIDE NEW AT NEW AREA OF HALLWAY 9.029.02 9.14 9.11 9.14 9.11 9.14 9.11 9.13 BEXISTING AREA TO REMAIN A 124B DOOR TYPES TYPE B PER DOOR SCHEDULE PE R D O O R S C H E D U L E 1. ALL NEW DOORS AND FRAMES WITH PAINTED FINISH SHALL BE PAINTED TO MATCH COLOR & SHEEN OF ADJACENT WALL FINISH U.N.O. ALL NEW DOORS WITH VENEER SHALL HAVE VENEER TO MATCH EXISTING ADJACENT DOORS -VERIFY IN FIELD PRIOR TO BID 2. CHANGES IN LEVEL BETWEEN 1/4 INCH HIGH MINIMUM AND 1/2 INCH HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (CBC 11B-303.3) 3. SEE SPECIFICATIONS FOR ALL DOOR HEADINGS 4. ANY/ALL ACCESS CONTROLS SHALL BE COORDINATED WITH OWNER PRIOR TO BID. 5. EXIT DOORS SHALL ONLY BE EQUIPPED WITH NO-KNOWLEDGE, SINGLE-ACTION HARDWARE. LOCKS THAT REQUIRE KEYS (SUCH AS DEAD BOLTS) OR ADDITIONAL ACTIONS TO OPERATE (SUCH AS MANUAL BOLTS) ARE NOT PERMITTED. CBC 1010.1.9, 1010.1.9.4, 1010.1.9.5 6. OPENING FORCE FOR INTERIOR & EXTERIOR HINGED DOORS SHALL NOT EXCEED 5 LBS. (15 LBS AT ALL FIRE DOORS). 7. OPERABLE PARTS SHALL BE 34 INCHES MINIMUM AND 44 INCHES MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION, OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (CBC 1010.1.9.2 AND 11 B-404.2.7) 8. ALL DOORS WITH LATCH AND LOCK TO HAVE SINGLE ACTION LEVER HARDWARE WHICH RETRACTS BOTH LOCK AND LATCH FROM THE EXIT SIDE WITH A SINGLE OPERATION PER CBC 1008.1.9.5. ALTERNATE: PROVIDE A SIGN PER CBC1008.1.9.3. 9. IT IS THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE FINAL HARDWARE SPECIFICATIONS WITH ALL EXISTING CONDITIONS, COMPATIBILITY, DOOR TYPES, STYLES AND FINISHES PRIOR TO FABRICATION. 10. WHERE EXISTING PRODUCTS WILL BE REUSED, EXAMINE EXISTING DOOR AND FRAME SIZES, PREPS, SWINGS, RATINGS, AND COMPARE TO THE SPECIFIED HARDWARE FOR COMPATIBILITY AND FUNCTIONALITY. THE HARDWARE SET SPECIFIED SHOULD ACT AS GUIDE FOR DESIGN AND FUNCTION. PROVIDE FILLER PLATES AS NEEDED TO FILL AND REPAIR EXISTING MATERIALS. TEST ANY EXISTING TO REMAIN HARDWARE FOR FUNCTIONALITY AND VISUALLY INSPECT FOR DAMAGE. NOTE ANY DEFECTIVE OR DAMAGED PRODUCTS AS WELL AS NOTING ANY CODE DEFICIENCIES AND SUBMIT ISSUES AND ESTIMATED COSTS FOR DIRECTION OF HOW TO PROCEED WITH REPAIR OR REPLACEMENT. INTERIOR TYPE A PE R D O O R S C H E D U L E PER DOOR SCHEDULE 7 A8.1 6 A8.1 12 A8.1 7 A8.1 6 A8.1 12 A8.1 8" X 32" TEMPERED GLASS VISION LITE, WHERE NOTED DOOR NOTES TYPE C PER DOOR SCHEDULE PE R D O O R S C H E D U L E 25 A8.1 25 A8.1 24 A8.1 EXTERIOR SIM 21 A8.1 SIM WALL TYPES B (1) LAYER 5/8" GYP. BD. ACOUSTIC BATT INSULATION FULL- DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 6" 20 GA. MTL STUDS PER SCHEDULE 6" 7 1 / 4 " D ACOUSTIC BATT INSULATION FULL- DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 6" 7 1 / 4 " INTERIOR FULL-HEIGHT INTERIOR OPENING INFILL / PARTIAL-HT 6" 20 GA. MTL STUDS PER SCHEDULE -VERIFY SIZE IN FIELD WITH SOFFIT ABOVE (1) LAYER 5/8" GYP. BD. 3 A5.1 5 A5.1 C ACOUSTIC BATT INSULATION FULL- DEPTH OF STUD (1) LAYER 5/8" GYP. BD. 3 5 / 8 " 4 7 / 8 " 3 5/8" 20 GA. MTL STUDS PER SCHEDULE (1) LAYER 5/8" GYP. BD. 4 A5.1 6 3 / 8 " 3 5 / 8 " 3-5/8" 20 GA. MTL. STUD PER SCHEDULE; FULL-HEIGHT OF OPENING 5/8" EXTERIOR-RATED PLYWD (1) LAYER 5/8" GYP. BD. R-13 BATT INSULATION TYVEK COMMERCIAL WRAP MTL PNL SIDING (E) CONC. WALL EXTERIOR INFILL A 2 A5.1 SEE FOR GYP. BD. FASTENER SCHEDULE SEE FOR INTERIOR PARTITION SCHEDULE 10 A8.1 9 A8.1 WALL NOTES FINISH NOTES 1. ALL FINISH MATERIALS, PAINTS, ADHESIVES, SEALANTS AND CAULKS SHALL BE WITHIN VOC LIMITS AS SPECIFIED IN CGBSC TABLES 5.504.4.1 AND 5.504.4.3. SEE SHEET A0.6 FOR MORE INFORMATION. 2. INTERIOR FINISHES, DECORATIVE MATERIALS, AND FURNISHINGS SHALL COMPLY WITH THE CFC 3. THE ENTIRE BUILDING INTERIOR (WITHIN SCOPE OF WORK) IS TO BE PAINTED / RE-PAINTED, INCLUDING ALL EXISTING EXPOSED ELEMENTS SUCH AS PIPES, DUCTWORK, ETC 4. AT OPEN CEILINGS, ALL EXPOSED ELEMENTS SHALL BE PAINTED IN COMPLETE UNLESS NOTED OTHERWISE, INCLUDING DECKING, FRAMING, HARDWARE AND BRACKETS, SCRIM SHEETS AND LINERS, AND ALL EXPOSED MECHANICAL, ELECTRICAL AND PLUMBING LINES AND COMPONENTS 9.12 9.12 9.11 9.11 9.11 9.119.13 3.01 3.01 9.11 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.14 9.15 EXISTING CONSTRUCTION SHALL REMAIN LEGEND PROPOSED CONSTRUCTION; INTERIOR NON-LOAD-BEARING FULL-HEIGHT TO UNDERSIDE OF ROOF / FLOOR PROPOSED CONSTRUCTION: INTERIOR NON-LOAD-BEARING OPENING INFILL; PARTIAL-HEIGHT TO UNDERSIDE OF SOFFIT/HEADER #WALL TAG; REFER TO WALL SCHEDULE ##DOOR TAG; REFER TO DOOR SCHEDULE M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 5 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A9.1 DOOR, WALL & FINISH SCHEDULES COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 1/8" = 1'-0"1FLOOR KEY PLAN DOOR SCHEDULE DOOR NO.TYPE SIZE DOOR FRAME HARDWARE REMARKSWI D T H HE I G H T TH I C K N E S S MA T E R I A L FI N I S H MA T E R I A L FI N I S H HA R D W A R E S E T PA N I C ( Y / N ) CL O S E R ( Y / N ) 117 B 3' - 0" 8' - 0" 1 3/4" S.C.W. VNR. H.M. PNT. 1 N N PROVIDE VISION LITE PER DOOR TYPE 118 B 3' - 0" 8' - 0" 1 3/4" S.C.W. VNR. H.M. PNT. 1 N N PROVIDE VISION LITE PER DOOR TYPE 122 B 3' - 0" 8' - 0" 1 3/4" S.C.W. PNT. H.M. PNT. 2 N N 123 C 6' - 0" 8' - 0" 1 3/4" S.C.W. PNT. H.M. PNT. 4 N N 124A C 6' - 0" 8' - 0" 1 3/4" S.C.W. VNR. H.M. PNT. 3 Y Y 124B A 6' - 0" 8' - 0" 1 3/4" H.M. PNT. H.M. PNT. 5 Y Y 125 C 6' - 0" 8' - 0" 1 3/4" S.C.W. PNT. H.M. PNT. 4 N N WALL SCHEDULE WALL TYPE DESCRIPTION REMARKS A EXT. MTL PANEL SIDING O/ TYVEK COMMERCIAL WRAP O/ 5/8" EXTERIOR RATED PLYWD SHEATHING O/ 3 5/8" 20 GA. MTL STUDS PER SCHEDULE WITH R-13 MIN. BATT INSULATION O/ (1) LAYER 5/8" GYP. BD. EXTERIOR OPENING INFILL B (1) LAYER 5/8" GYP.BD. O/ 6" 20 GA. MTL. STUDS PER SCHEDULE W/ ACOUS. INSUL. FULL DEPTH OF STUD O/ (1) LAYER 5/8" GYP.BD. FULL-HEIGHT C (1) LAYER 5/8" GYP.BD. O/ 3-5/8" 20 GA. MTL. STUDS PER SCHEDULE W/ ACOUS. INSUL. FULL DEPTH OF STUD O/ (1) LAYER 5/8" GYP. BD. FULL-HEIGHT D (1) LAYER 5/8" GYP.BD. O/ 6" 20 GA. MTL. STUDS PER SCHEDULE (VERIFY SIZE OF METAL STUDS IN FIELD WITH SOFFIT FRAMING ABOVE) W/ ACOUS. INSUL. FULL DEPTH OF STUD O/ (1) LAYER 5/8" GYP.BD. PARTIAL-HEIGHT TO B.O. SOFFIT (9'-0") INTERIOR FINISH SCHEDULE ROOM NUMBER ROOM NAME FL O O R BA S E WALLS CEILINGS REMARKS NORTH SOUTH EAST WEST MA T E R I A L FI N I S H HE I G H T MA T E R I A L FI N I S H MA T E R I A L FI N I S H MA T E R I A L FI N I S H MA T E R I A L FI N I S H 117 NURSERY GYP.BD. GYP.BD. (E) (E) (E) (E) +9'-0" 118 NURSERY GYP.BD. GYP.BD. (E) (E) (E) (E) +9'-0" 123 HALLWAY (E) GYP.BD. GYP.BD. GYP.BD. -- -- OPEN 124 YOUTH (E) (E) (E) GYP.BD. -- OPEN 125 STORAGE (E) GYP.BD. (E) (E) -- -- OPEN DOOR HARDWARE SET #01 4 HINGES BB1279 4 1/2 X 4 1/2 NRP US26D HA 1 CLASSROOM LOCK 3470 ARC SFIC US26D HA 1 SFIC CORE 3969 US26D HA 1 OVERHEAD HOLDER 7017 SRF US32D HA 3 DOOR SILENCERS 307D/308D (AS REQUIRED) GREY HA SET #02 1 CONTINUOUS HINGE 780-224HD X LAR CLR HA 1 CLASSROOM LOCK 3470 ARC SFIC US26D HA 1 SFIC CORE 3969 US26D HA 1 KICK PLATE 190S 10" X 2" LDW CSK US32D HA SET #03 2 CONTINUOUS HINGES 780-224HD X LAR CLR HA 2 EXIT DEVICES 4501 CVR US32D HA 1 EXIT DEVICE TRIM 45CE ARC US26D HA 1 SFIC MORTISE CYLINDER HOUSING 3902 SFIC X LAR US26D HA 1 SFIC CORE 3969 US26D HA 2 CLOSERS 5100 HDHOCS ALM HA 2 KICK PLATES 190S 10" X 1" LDW CSK US32D HA 2 DOOR SILENCERS 307D/308D (AS REQUIRED)GREY HA ARCHITECTURAL KEYNOTES ## DESCRIPTION 3.01 SEALED CONCRETE 9.02 NOTE - AT OPPOSITE SIDE OF WALL, WITHIN ALL AREAS OF WORK, PATCH/REPAIR EXISTING FLOORING TO REMAIN, PAINT NEW WALL & PROVIDE WALL BASE TO MATCH ADJACENT WALLS 9.03 NOTE - PROVIDE NEW DOOR THRESHOLDS AND/OR TRANSITIONS AT ALL NEW FLOOR FINISH INSTALLATIONS, TYP. 9.11 RUBBER WALL BASE, MANUF: MANNINGTON BURKE, PRODUCT: 2 1/2" HIGH RUBBER MYTE TP (STRAIGHT AT CARPET, COVED AT RESILIENT/CONCRETE), COLOR: ROCKY 66O 9.12 TEXTILE COMPOSITE; MFR.: EF CONTRACT, STYLE NO.: SIROCCO, COLOR/PATTERN: FRESH AIR SRC44, SIZE: 12" x 48", INSTALLATION: HERRINGBONE 9.13 LVT; MFR.: PATCRAFT, STYLE NO.: REMOVE I417V, COLOR/PATTERN: TAUPE STONE 00770, SIZE: 12" x 24", INSTALLATION: MONOLITHIC 9.14 MAIN WALL PAINT PER SPECIFICATIONS; MANUF: SHERWIN WILLIAMS, COLOR: SW7044 AMAZING GRAY 9.15 PAINT AT EXPOSED STRUCTURE; MANUF: SHERWIN WILLIAMS, COLOR: SW7048 URBANE BRONZE PROJECT NORTH SET #04 2 CONTINUOUS HINGES 780-224HD X LAR CLR HA 1 STOREROOM LOCK 3480 ARC SFIC US26D HA 1 SFIC CORE 3969 US26D HA 2 KICK PLATES 190S 10" X 1" LDW CSK US32D HA 2 DOOR SILENCERS 307D/308D (AS REQUIRED)GREY HA SET #05 2 CONTINUOUS HINGES 780-224HD X LAR CLR HA 2 EXIT DEVICES 4501 CVR US32D HA 2 CLOSERS 5100 HDHOCS ALM HA 2 KICK PLATES 190S 10" X 1" LDW CSK US32D HA 1 THRESHOLD 520S S X LAR MIL HA 2 DOOR SWEEPS 750S S X LAR CLR HA 1 SET WEATHERSTRIP 881S S X LAR MIL HA 2 MEETING STILE ASTRAGALS 802S B X LAR MIL HA 1 STICK-ON ASTRAGAL SEAL 739C X LAR CLEAR HA 1 RAIN DRIP CAP 810S X LAR MIL HA A. ADMINISTRATION OF CONTRACT: PROVIDE ADMINISTRATIVE REQUIREMENTS FOR THE PROPER COORDINATION AND COMPLETION OF WORK INCLUDING THE FOLLOWING: 1. SUPERVISORY PERSONNEL. 2. PRECONSTRUCTION CONFERENCE. 3. PROJECT MEETINGS B. SUBMITTAL SCHEDULE: PREPARE SUBMITTAL SCHEDULE; COORDINATE WITH PROGRESS SCHEDULE. C. SCHEDULE OF VALUES: SUBMIT SCHEDULE OF VALUES. D. SCHEDULE OF TESTS: SUBMIT SCHEDULE OF REQUIRED TESTS INCLUDING PAYMENT AND RESPONSIBILITY. E. PERFORM SURVEYS: LAY OUT THE WORK AND VERIFYING LOCATIONS DURING CONSTRUCTION. PERFORM FINAL SITE SURVEY. F. EMERGENCY CONTACTS: SUBMIT AND POST A LIST OF EMERGENCY TELEPHONE NUMBERS AND ADDRESS FOR INDIVIDUALS TO BE CONTACTED IN CASE OF EMERGENCY. G. RECORD DOCUMENTS: SUBMIT RECORD DRAWINGS AND SPECIFICATIONS; TO BE MAINTAINED AND ANNOTATED BY CONTRACTOR AS WORK PROGRESSES. H. TYPES OF SUBMITTALS: PROVIDE TYPES OF SUBMITTALS LISTED IN INDIVIDUAL SECTIONS AND NUMBER OF COPIES REQUIRED BELOW. 1. SHOP DRAWINGS, REVIEWED AND ANNOTATED BY THE CONTRACTOR - 2 COPIES. 2. PRODUCT DATA - 2 COPIES. 3. SAMPLES - 2, PLUS EXTRA SAMPLES AS REQUIRED TO INDICATE RANGE OF COLOR, FINISH, AND TEXTURE TO BE EXPECTED. 4. INSPECTION AND TEST REPORTS - 2 COPIES. 5. WARRANTIES - 2 COPIES. 6. SURVEY DATA - 2 COPIES. 7. CLOSEOUT SUBMITTALS - 2 COPIES. 8. PROJECT PHOTOGRAPHS - 12 DIGITAL IMAGES EACH MONTH. SUBMIT CUMULATIVE COPY AT EACH SUBSEQUENT SUBMITTAL. I. SUBMITTAL PROCEDURES: COMPLY WITH PROJECT FORMAT FOR SUBMITTALS. COMPLY WITH SUBMITTAL PROCEDURES ESTABLISHED BY ARCHITECT INCLUDING ARCHITECT'S SUBMITTAL AND SHOP DRAWING STAMP. PROVIDE REQUIRED RESUBMITTALS IF ORIGINAL SUBMITTALS ARE NOT APPROVED. PROVIDE DISTRIBUTION OF APPROVED COPIES INCLUDING MODIFICATIONS AFTER SUBMITTALS HAVE BEEN APPROVED. J. SAMPLES AND SHOP DRAWINGS: SAMPLES AND SHOP DRAWINGS SHALL BE PREPARED SPECIFICALLY FOR THIS PROJECT. SHOP DRAWINGS SHALL INCLUDE DIMENSIONS AND DETAILS, INCLUDING ADJACENT CONSTRUCTION AND RELATED WORK. NOTE SPECIAL COORDINATION REQUIRED. NOTE ANY DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS. K. WARRANTIES: PROVIDE WARRANTIES AS SPECIFIED; WARRANTIES SHALL NOT LIMIT LENGTH OF TIME FOR REMEDY OF DAMAGES OWNER MAY HAVE BY LEGAL STATUTE. CONTRACTOR, SUPPLIER OR INSTALLER RESPONSIBLE FOR PERFORMANCE OF WARRANTY SHALL SIGN WARRANTIES. L. QUALITY MONITORING: MONITOR QUALITY CONTROL OVER SUPPLIERS, MANUFACTURERS, PRODUCTS, SERVICES, SITE CONDITIONS, AND WORKMANSHIP, TO PRODUCE WORK OF SPECIFIED QUALITY. PERFORM QUALITY CONTROL PROCEDURES AND INSPECTIONS DURING INSTALLATION. M. STANDARDS: COMPLY WITH SPECIFIED STANDARDS AS MINIMUM QUALITY FOR THE WORK EXCEPT WHERE MORE STRINGENT TOLERANCES, CODES, OR SPECIFIED REQUIREMENTS INDICATE HIGHER STANDARDS OR MORE PRECISE WORKMANSHIP. N. TOLERANCES: MONITOR FABRICATION AND INSTALLATION TOLERANCE CONTROL OF PRODUCTS TO PRODUCE ACCEPTABLE WORK. DO NOT PERMIT TOLERANCES TO ACCUMULATE. COMPLY WITH MANUFACTURER'S TOLERANCES. O. REFERENCE STANDARDS: FOR PRODUCTS OR WORKMANSHIP SPECIFIED BY ASSOCIATION, TRADE, OR OTHER CONSENSUS STANDARDS, COMPLY WITH REQUIREMENTS OF THE STANDARD, EXCEPT WHEN MORE RIGID REQUIREMENTS ARE SPECIFIED OR ARE REQUIRED BY APPLICABLE CODES. P. MANUFACTURER'S FIELD SERVICES: WHEN SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS, REQUIRE MATERIAL OR PRODUCT SUPPLIERS OR MANUFACTURERS TO PROVIDE QUALIFIED STAFF PERSONNEL TO PERFORM THE FOLLOWING AS APPLICABLE, AND TO INITIATE INSTRUCTIONS WHEN NECESSARY. 1. OBSERVE SITE CONDITIONS. 2. CONDITIONS OF SURFACES AND INSTALLATION. 3. QUALITY OF WORKMANSHIP. 4. START-UP OF EQUIPMENT. 5. TEST, ADJUST AND BALANCE OF EQUIPMENT. Q. MOCK-UPS: ASSEMBLE AND ERECT SPECIFIED ITEMS WITH SPECIFIED ATTACHMENT AND ANCHORAGE DEVICES, FLASHINGS, SEALS, AND FINISHES. ACCEPTED MOCK-UPS SHALL BE A COMPARISON STANDARD FOR THE REMAINING WORK. R. REMOVAL OF MOCK-UPS: WHERE MOCK-UP HAS BEEN ACCEPTED BY ARCHITECT AND NO LONGER NEEDED, REMOVE MOCK-UP AND CLEAR AREA WHEN DIRECTED TO DO SO. S. MANUFACTURES: PROVIDE PRODUCTS FROM ONE MANUFACTURER FOR EACH TYPE OR KIND AS APPLICABLE. PROVIDE SECONDARY MATERIALS AS ACCEPTABLE TO MANUFACTURERS OF PRIMARY MATERIALS. T. PRODUCT SELECTION: PROVIDE PRODUCTS SELECTED OR EQUAL APPROVED BY ARCHITECT. PRODUCTS SUBMITTED FOR SUBSTITUTION SHALL BE SUBMITTED WITH COMPLETE DOCUMENTATION, AND INCLUDE CONSTRUCTION COSTS OF SUBSTITUTION INCLUDING RELATED WORK. U.SUBSTITUTIONS: REQUEST FOR SUBSTITUTION MUST BE IN WRITING. CONDITIONS FOR SUBSTITUTION INCLUDE: 1.AN 'OR EQUAL' PHRASE IN THE SPECIFICATIONS. 2.SPECIFIED MATERIAL CANNOT BE COORDINATED WITH OTHER WORK. 3.SPECIFIED MATERIAL IS NOT ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 4.SUBSTANTIAL ADVANTAGE IS OFFERED TO THE OWNER IN TERMS OF COST, TIME, OR OTHER VALUABLE CONSIDERATION. V.SUBSTITUTION REQUESTS: SUBSTITUTIONS SHALL BE SUBMITTED PRIOR TO AWARD OF CONTRACT, UNLESS OTHERWISE ACCEPTABLE. APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, OR SAMPLES CONTAINING SUBSTITUTIONS IS NOT AN APPROVAL OF A SUBSTITUTION UNLESS AN ITEM IS CLEARLY PRESENTED AS A SUBSTITUTION AT THE TIME OF SUBMITTAL. W. SUBSTANTIAL COMPLETION: THE FOLLOWING ARE PREREQUISITES TO SUBSTANTIAL COMPLETION. PROVIDE THE FOLLOWING. 1. PUNCH LIST PREPARED BY CONTRACTOR AND SUBCONTRACTORS AS APPLICABLE. 2. SUPPORTING DOCUMENTATION. 3. WARRANTIES. 4. CERTIFICATIONS. 5. OCCUPANCY PERMIT. 6. START-UP AND TESTING OF BUILDING SYSTEMS. 7. CHANGE OVER OF LOCKS. 8. METER READINGS. 9. COMMISSIONING DOCUMENTATION. X. FINAL ACCEPTANCE: PROVIDE THE FOLLOWING PREREQUISITES TO FINAL ACCEPTANCE. 1. FINAL PAYMENT REQUEST WITH SUPPORTING AFFIDAVITS. 2. COMPLETED PUNCH LIST. Y. AS-BUILT DRAWINGS: PROVIDE A MARKED-UP SET OF DRAWINGS INCLUDING CHANGES, WHICH OCCURRED DURING CONSTRUCTION. Z. PROJECT CLOSEOUT: PROVIDE THE FOLLOWING DURING PROJECT CLOSEOUT. 1. SUBMISSION OF RECORD DOCUMENTS. 2. SUBMISSION OF MAINTENANCE MANUALS. 3. TRAINING AND TURNOVER TO OWNER'S PERSONNEL. 4. FINAL CLEANING AND TOUCH-UP. 5. REMOVAL OF TEMPORARY FACILITIES. AA. CUTTING AND PATCHING: PROVIDE CUTTING AND PATCHING WORK TO PROPERLY COMPLETE THE WORK OF THE PROJECT, COMPLYING WITH PROJECT REQUIREMENTS FOR: 1. STRUCTURAL WORK. 2. MECHANICAL/ELECTRICAL SYSTEMS. 3. VISUAL REQUIREMENTS, INCLUDING DETAILING AND TOLERANCES. 4. OPERATIONAL AND SAFETY LIMITATIONS. 5. FIRE RESISTANCE RATINGS. 6. INSPECTION, PREPARATION, AND PERFORMANCE. 7. CLEANING. BB. MEANS AND METHODS: DO NOT CUT AND PATCH IN A MANNER THAT WOULD RESULT IN A FAILURE OF THE WORK TO PERFORM AS INTENDED, DECREASE ENERGY PERFORMANCE, INCREASE MAINTENANCE, DECREASE OPERATIONAL LIFE, OR DECREASE SAFETY PERFORMANCE. CC. INSPECTION: INSPECT CONDITIONS PRIOR TO WORK TO IDENTIFY SCOPE AND TYPE OF WORK REQUIRED. PROTECT ADJACENT WORK. NOTIFY OWNER OF WORK REQUIRING INTERRUPTION TO BUILDING SERVICES OR OWNER'S OPERATIONS. DD. PERFORMANCE OF OPERATIONS: PERFORM WORK WITH WORKMEN SKILLED IN THE TRADES INVOLVED. PREPARE SAMPLE AREA OF EACH TYPE OF WORK FOR APPROVAL. EE. CUTTING: USE CUTTING TOOLS, NOT CHOPPING TOOLS. MAKE NEAT HOLES. MINIMIZE DAMAGE TO ADJACENT WORK. INSPECT FOR CONCEALED UTILITIES AND STRUCTURE BEFORE CUTTING. FF. PATCHING: MAKE PATCHES, SEAMS, AND JOINTS DURABLE AND INCONSPICUOUS. COMPLY WITH TOLERANCES FOR NEW WORK. GG.CLEANING: CLEAN WORK AREA AND AREAS AFFECTED BY CUTTING AND PATCHING OPERATIONS. HH. CODES AND REGULATIONS: COMPLY WITH GOVERNING CODES AND REGULATIONS. USE EXPERIENCED WORKERS. II. OCCUPANCY: IMMEDIATE AREAS OF WORK WILL NOT BE OCCUPIED DURING SELECTIVE DEMOLITION. THE PUBLIC, INCLUDING CHILDREN, MAY OCCUPY ADJACENT AREAS. JJ. EXISTING CONDITIONS: NO RESPONSIBILITY FOR BUILDINGS AND STRUCTURES TO BE DEMOLISHED WILL BE ASSUMED BY THE OWNER. KK. STRUCTURE DEMOLITION: 1. APPLICATION: SALVAGE OF DESIGNATED ITEMS. 2. APPLICATION: PROTECTION OF SITE WORK AND ADJACENT STRUCTURES. 3. APPLICATION: DISCONNECTION, CAPPING, AND REMOVAL OF UTILITIES - IF/AS REQUIRED 4. APPLICATION: POLLUTION CONTROL DURING BUILDING DEMOLITION, INCLUDING NOISE CONTROL. 5. APPLICATION: REMOVAL AND LEGAL DISPOSAL OF MATERIALS. 6. PROTECTION: DESIGNATED SITE IMPROVEMENTS AND ADJACENT CONSTRUCTION. 7. SALVAGE: DESIGNATED ITEMS. 8. HAZARDOUS MATERIALS: NOT PRESENT. 1.0 GENERAL CONDITIONS LL. DEMOLITION OPERATIONS: DO NOT DAMAGE BUILDING ELEMENTS AND IMPROVEMENTS INDICATED TO REMAIN. ITEMS OF SALVAGE VALUE, NOT INCLUDED ON SCHEDULE OF SALVAGE ITEMS TO BE RETURNED TO OWNER, SHALL BE REMOVED FROM STRUCTURE. STORAGE OR SALE OF ITEMS AT PROJECT SITE IS PROHIBITED. MM.UTILITIES: LOCATE, IDENTIFY, DISCONNECT, AND SEAL OR CAP OFF UTILITIES IN BUILDINGS TO BE DEMOLISHED. NN. SHORING AND BRACING: PROVIDE AND MAINTAIN INTERIOR AND EXTERIOR SHORING AND BRACING. OO. OCCUPIED SPACES: DO NOT CLOSE OR OBSTRUCT STREETS, WALKS, DRIVES OR OTHER OCCUPIED OR USED SPACES OR FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND THE AUTHORITIES HAVING JURISDICTION. DO NOT INTERRUPT UTILITIES SERVING OCCUPIED OR USED FACILITIES WITHOUT THE WRITTEN PERMISSION OF THE OWNER AND AUTHORITIES HAVING JURISDICTION. IF NECESSARY, PROVIDE TEMPORARY UTILITIES. PP. OPERATIONS: CEASE OPERATIONS IF PUBLIC SAFETY OR REMAINING STRUCTURES ARE ENDANGERED. PERFORM TEMPORARY CORRECTIVE MEASURES UNTIL OPERATIONS CAN BE CONTINUED PROPERLY. QQ. SECURITY: PROVIDE ADEQUATE PROTECTION AGAINST ACCIDENTAL TRESPASSING. SECURE PROJECT AFTER WORK HOURS. RR. RESTORATION: RESTORE FINISHES OF PATCHED AREAS. 5.0 METALS 7.2 BLANKET/BATT INSULATION 1. MANUFACTURER: AS SELECTED BY CONTRACTOR 2. APPLICATION: THERMAL INSULATION IN STUDS IN EXTERIOR WALLS. 3. APPLICATION: THERMAL INSULATION AT UNDERSIDE OF ROOFS, OVER HEATED SPACES AND SOFFITS. 4. TYPE: FOIL-FACED MINERAL FIBER. a. STANDARD: ASTM C 665, TYPE III (FOIL-SCRIM-KRAFT VAPOR-RETARDER MEMBRANE). b. ACCESSORIES: FASTENERS AND TAPES. 7.0 THERMAL AND MOISTURE PROTECTION A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SUBMIT FOR APPROVAL TEST REPORTS. C. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. A SUMMARY: PROVIDE JOINT SEALERS AND FILLERS. B PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. 1. INCLUDE MANUFACTURERS FULL RANGE OF COLOR AND FINISH OPTIONS IF ADDITIONAL SELECTION IS REQUIRED. D QUALITY ASSURANCE: COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E.MATERIALS A. EXTERIOR JOINTS IN VERTICAL SURFACES: TWO COMPONENT SILICONE ,TWO- COMPONENT URETHANE SEALANT. C. EXTERIOR JOINTS IN VERTICAL SURFACES, PREFORMED COMPRESSION SEALS: PREFORMED PRECOMPRESSED FOAM SEALANT. D. EXTERIOR JOINTS IN HORIZONTAL SURFACES, URETHANE: SELF-LEVELING URETHANE SEALANT, ASTM C 920. F. EXTERIOR PAVING JOINT FILLERS, BITUMINOUS: BITUMINOUS FIBER. G. INTERIOR JOINTS, LIMITED MOVEMENT, ACRYLIC: ACRYLIC-EMULSION, ASTM C 834. H. INTERIOR JOINTS, SANITARY SILICONE: ONE-PART MILDEW-RESISTANT SILICONE SEALANT, ASTM C 920. F INSTALLATION A. EXAMINE SUBSTRATE; REPORT UNSATISFACTORY CONDITIONS IN WRITING. BEGINNING WORK MEANS ACCEPTANCE OF SUBSTRATES. B. PROVIDE SEALANTS IN COLORS AS SELECTED FROM MANUFACTURER'S STANDARDS. C. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. CLEAN AND PRIME JOINTS, AND INSTALL BOND BREAKERS, BACKER RODS AND SEALANT AS RECOMMENDED BY MANUFACTURERS. D. DEPTH SHALL EQUAL WIDTH UP TO 1/2 INCH WIDE; DEPTH SHALL EQUAL 1/2 WIDTH FOR JOINTS OVER 1/2 INCH WIDE. E. CURE AND PROTECT SEALANTS AS DIRECTED BY MANUFACTURERS. REPLACE OR RESTORE DAMAGED SEALANTS. CLEAN ADJACENT SURFACES TO REMOVE SPILLAGE. 7.1 JOINT SEALANT A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. D. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. FLASHING AND SHEET METAL: 1. MANUFACTURERS: AS SELECTED BY CONTRACTOR 2. APPLICATION: METAL COUNTERFLASHING AND BASE FLASHING. 3. APPLICATION: EXTERIOR WALL FLASHING. 4. APPLICATION: EXTERIOR ROOF-MOUNTED MECHANICAL & PLUMBING ELEMENTS 5. APPLICATION: EXPOSED METAL TRIM AND FASCIA UNITS. 6. FLEXIBLE SHEET MEMBRANE FLASHING: NONREINFORCED FLEXIBLE BLACK ELASTIC SHEET, 50 TO 65 MILS THICK, SYNTHETIC RUBBER- VERIFY IN FIELD WITH EXISTING ROOFING SYSTEM'S MANUFACTURER AND WARRANTY 7. METAL WALL PANEL TRIM & FLASHING PER MANUFACTURER'S STANDARDS & SMACNA 7.3 FLASHING AND SHEET METAL 8.1 DOOR HARDWARE A. SUBMITTALS: SUBMIT IN ACCORDANCE WITH CONDITIONS OF THE CONTRACT AND DIVISION 01 B. SHOP DRAWINGS: SCHEDULE HARDWARE IN VERTICAL FORMAT USING THE DHI PUBLICATION SEQUENCE AND FORMATTING FOR THE HARDWARE SCHEDULE. INCLUDE ABBREVIATIONS AND SYMBOLS PAGE TO INCLUDE MANUFACTURERS’ ABBREVIATIONS, FINISH CODE DESCRIPTIONS, AND FASTENER ABBREVIATIONS INCLUDING DESCRIPTIONS ACCORDING TO THE DHI PUBLICATION ABBREVIATIONS AND SYMBOLS. DETAIL HEADINGS REFERENCING THE ARCHITECT’S HEADING, OPENING NUMBER, LOCATIONS, FIRE RATING, HANDING, DEGREE OF OPENING, AND DESCRIPTION OF THE OPENING ELEMENTS. INCLUDE VOLTAGE, AMPERAGE, AND OPERATIONAL DESCRIPTIONS FOR OPENINGS THAT HAVE ELECTRIFIED HARDWARE.COORDINATE FINAL DOOR HARDWARE SCHEDULE WITH DOORS, FRAMES, AND RELATED WORK LISTING PROPER SIZING OF HARDWARE, ADDRESSING DOOR THICKNESS, HANDING, FUNCTION, MOUNTING ACCESSORIES, AND FINISH OF HARDWARE. LIST RELATED DOOR DEVICES SPECIFIED IN OTHER SECTIONS FOR EACH OPENING. ARCHITECTURAL HARDWARE CONSULTANT (AHC), AS CERTIFIED BY DHI, WHO WILL AFFIX SEAL ATTESTING TO COMPLETENESS AND CORRECTNESS, INCLUDING THE REVIEW OF THE HARDWARE SCHEDULE PRIOR TO SUBMITTAL. C. PRODUCT DATA: FURNISH MANUFACTURERS’ CATALOG SHEETS ON DESIGN, GRADE, AND FUNCTION OF ITEMS LISTED IN HARDWARE SCHEDULE. SUBMIT ONLY RELEVANT INFORMATION AND CIRCLE OR HIGHLIGHT THE TECHNICAL INFORMATION INCLUDING: MODEL NUMBERS, SIZING INFORMATION, VOLTAGE AND AMPERAGE REQUIREMENTS, OPTIONS AND ACCESSORIES REQUIRED, MEANS OF FASTENING, LISTINGS OF FIRE-RATED APPLICATIONS, AND FINISHES. E. TEMPLATES:WITHIN FOURTEEN DAYS OF RECEIVING APPROVED DOOR HARDWARE SUBMITTALS SUBMIT COMPLETE LIST OF TEMPLATES FOR EACH HARDWARE ITEM TO THE OPENING MANUFACTURERS AND THE INSTALLERS. INCLUDE DETAILED LISTS OF THE HARDWARE LOCATION REQUIREMENTS FOR MORTISED AND SURFACE APPLIED HARDWARE. F. CLOSEOUT SUBMITTALS: INCLUDE THE FOLLOWING INFORMATION AS WELL AS HIGHLIGHT AND FLAG FIRE RATED OPENINGS FOR ANNUAL INSPECTIONS: COVER PAGE WITH REQUIRED INFORMATION: A.PROJECT NAME B.HARDWARE SUPPLIER’S NAME AND CONTACT INFORMATION. C. DATE OF SUBSTANTIAL COMPLETION. 2.FINAL RECORD HARDWARE SCHEDULE. 3.PRODUCT DATA. 4.KEYING SCHEDULE. 5.OPERATING AND MAINTENANCE MANUAL. 6.WARRANTY INFORMATION. G. HARDWARE SUPPLIER SHALL EMPLOY AN ARCHITECTURAL HARDWARE CONSULTANT (AHC) AS CERTIFIED BY DHI AND A MEMBER OF THE SEAL PROGRAM WHO WILL BE AVAILABLE AT REASONABLE TIMES DURING COURSE OF WORK FOR PROJECT HARDWARE CONSULTATION. H.WHERE OPENINGS ARE REQUIRED TO BE ACCESSIBLE DOOR HARDWARE SHALL CONFORM TO ICC/ANSI A117.1. I. DOOR HARDWARE CERTIFIED TO ANSI/BHMA STANDARDS AS NOTED, MANUFACTURER MUST PARTICIPATE AND BE LISTED IN BHMA CERTIFIED PRODUCTS DIRECTORY. J. INSTALLER QUALIFICATIONS: SPECIALIZED IN PERFORMING INSTALLATION OF THIS SECTION AND HAVE FIVE YEARS MINIMUM DOCUMENTED EXPERIENCE. K. DELIVERY, STORAGE, AND HANDLING: PACK EACH ITEM COMPLETE WITH NECESSARY PARTS AND FASTENERS IN MANUFACTURER’S ORIGINAL PACKAGING. MARK HARDWARE THAT IS NOT BULK PACKED WITH ARCHITECT’S OPENING NUMBER, HARDWARE SET NUMBER, AND ITEM NUMBER FOR EACH TYPE OF HARDWARE. INCLUDE KEYSET SYMBOLS AND CORRESPONDING HARDWARE COMPONENT FOR KEYED PRODUCTS. MARK HARDWARE THAT IS BULK PACKED WITH MANUFACTURERS’ PART NUMBER AND REFERENCE ALL HARDWARE SETS ASSOCIATED. DELIVER HARDWARE TO THE JOB SITE ACCORDING TO THE PHASING AGREED UPON IN THE PRE- INSTALLATION MEETING. INVENTORY THE DELIVERY WITH THE SUPPLIER’S ASSISTANCE. IMMEDIATELY NOTE SHORTAGES AND DAMAGES ON THE SHIPPING RECEIPTS AND BILL OF LADINGS. COORDINATE REPLACEMENT OR REPAIR WITH THE SUPPLIER. DELIVER PERMANENT KEYS, CORES, AND RELATED ACCESSORIES DIRECTLY TO OWNER VIA REGISTERED MAIL OR OVERNIGHT PACKAGE SERVICE. ESTABLISH THE INSTRUCTIONS FOR DELIVERY TO OWNER AT “KEYING CONFERENCE.” PROVIDE A CLEAN, DRY, AND SECURE ROOM FOR HARDWARE DELIVERED. SHELVE HARDWARE OFF THE FLOOR AND WITH LARGER ITEMS OF HARDWARE STORED ON PALLETS. ARRANGE LOCKSETS AND KEYED CYLINDERS BY OPENING NUMBER. ORGANIZE THE BALANCE OF HARDWARE BY BRAND, MODEL OF HARDWARE, AND HARDWARE SET NUMBER. LEAVE THE DOOR MARKINGS OF THE HARDWARE VISIBLE FOR INSTALLERS. L. WARRANTY: 1.TEN YEARS FOR MANUAL DOOR CLOSERS. 2.FIVE YEARS FOR LOCKS. 3.FIVE YEARS FOR EXIT DEVICES. M. MAINTENANCE: MAINTENANCE TOOL AND INSTRUCTIONS: FURNISH A COMPLETE SET OF SPECIALIZED TOOLS AND MAINTENANCE INSTRUCTIONS FOR OWNER’S CONTINUED ADJUSTMENT, MAINTENANCE, REMOVAL, AND REPLACEMENT OF DOOR HARDWARE. N. MATERIALS: PRODUCE HARDWARE UNITS OF BASIC METAL AND FORMING METHOD USING MANUFACTURER'S STANDARD METAL ALLOY, COMPOSITION, TEMPER, AND HARDNESS, BUT IN NO CASE OF LESSER (COMMERCIALLY RECOGNIZED) QUALITY THAN SPECIFIED WITHIN THIS SPECIFICATION SECTION FOR APPLICABLE HARDWARE UNITS FOR FINISH DESIGNATIONS INDICATED. O: FASTENERS: FURNISH SCREWS FOR INSTALLATION WITH EACH HARDWARE ITEM. USE ONLY FASTENERS THAT ARE FURNISHED BY THE HARDWARE MANUFACTURER TO MEET THE MANUFACTURER’S TEMPLATING REQUIREMENTS, WARRANTY AND NFPA 80 REQUIREMENTS.PROVIDE PHILLIPS FLAT-HEAD SCREWS EXCEPT AS OTHERWISE INDICATED.FINISH EXPOSED SCREWS TO MATCH HARDWARE FINISH OR, IF EXPOSED IN SURFACES OF OTHER WORK, TO MATCH FINISH OF THIS OTHER WORK AS CLOSELY AS POSSIBLE INCLUDING "PREPARED FOR PAINT" SURFACES TO RECEIVE PAINTED FINISH. USE MACHINE SCREWS WITH LEAD EXPANSION SHIELDS AT HARDWARE MOUNTING TO MASONRY WALLS AND FLOORS.WOOD SCREW WITH PLASTIC ANCHORS AT DRYWALL APPLICATIONS WITHOUT REINFORCEMENT AND WOOD SCREWS AT APPLICATIONS WITH REINFORCEMENTS.PROVIDE CONCEALED FASTENERS FOR HARDWARE UNITS THAT ARE EXPOSED WHEN DOOR IS CLOSED EXCEPT TO THE EXTENT NO STANDARD UNITS OF TYPE SPECIFIED ARE AVAILABLE WITH CONCEALED FASTENERS. DO NOT USE THRU-BOLTS FOR INSTALLATION WHERE BOLT HEAD OR NUT ON OPPOSITE FACE IS EXPOSED IN OTHER WORK UNLESS THEIR USE IS THE ONLY MEANS OF REINFORCING THE WORK ADEQUATELY TO FASTEN THE HARDWARE SECURELY.WHERE THRU-BOLTS ARE USED AS A MEANS OF REINFORCING THE WORK, PROVIDE SLEEVES FOR EACH THRU-BOLT OR USE SEX NUT FASTENERS. AT EXTERIOR OPENINGS FURNISH STAINLESS-STEEL FASTENERS FOR EXPOSED FASTENERS, FOR EXAMPLE THRESHOLDS AND SCREW- APPLIED WEATHERSTRIPPING. X. PROTECTIVE TRIM: PROTECTIVE TRIM OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.SIZE OF PROTECTION PLATE: SINGLE DOORS, SIZE TWO INCHES LESS DOOR WIDTH (LDW) ON PUSH SIDE OF DOOR, AND ONE INCH LESS DOOR WIDTH ON PULL SIDE OF DOOR. FOR PAIRS OF DOORS, SIZE ONE INCH LESS DOOR WIDTH (LDW) ON PUSH SIDE OF DOOR, AND 1/2 INCH ON PULL SIDE OF DOOR. ADJUST SIZES TO ACCOMMODATE ACCOMPANYING HARDWARE, SUCH AS, EDGE GUARDS, ASTRAGALS, AND OTHERS. 1. KICK PLATES 10” HIGH OR SIZED TO DOOR BOTTOM RAIL HEIGHT. 2. MOP PLATES 4” HIGH. 3. ARMOR PLATES 36” HIGH. B.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1. ARCHITECTURAL DOOR TRIM: ANSI/BHMA A156.6. 2. UL. C. MATERIAL AND DESIGN: 1. 0.050” GAGE STAINLESS STEEL. 2. CORNERS SQUARE, POLISHING LINES, OR DOMINANT DIRECTION OF SURFACE PATTERN SO THEY RUN ACROSS DOOR WIDTH OF PLATE. 3. BEVEL TOP, BOTTOM, AND SIDES UNIFORMLY LEAVING NO SHARP EDGES. 4. COUNTERSINK HOLES FOR SCREWS. SPACE SCREW HOLES SO THEY ARE NO MORE THAN EIGHT INCHES CTC, ALONG A CENTERLINE NOT OVER 1/2” IN FROM EDGE AROUND PLATE. END SCREWS MAXIMUM OF 0.53” FROM CORNERS. D.UL LABEL STAMP REQUIRED ON PROTECTION PLATES WHEN TOP OF PLATE IS MORE THAN 16 INCHES ABOVE BOTTOM OF DOOR ON FIRE RATED OPENINGS. VERIFY DOOR MANUFACTURER’S UL LISTING FOR MAXIMUM HEIGHT AND WIDTH OF PROTECTION PLATE TO BE USED. Y. STOPS AND HOLDERS: STOPS AND HOLDERS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.WALL STOPS: PROVIDE DOOR STOPS WHEREVER NECESSARY TO PREVENT DOOR OR HARDWARE FROM STRIKING AN ADJACENT PARTITION OR OBSTRUCTION. PROVIDE WALL STOPS WHEN POSSIBLE. DOOR STOPS AND HOLDERS MOUNTED IN CONCRETE FLOOR OR MASONRY WALLS HAVE STAINLESS STEEL MACHINE SCREWS AND LEAD EXPANSION SHIELDS. B.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1. AUXILIARY HARDWARE: ANSI/BHMA A156.16. C. OVERHEAD STOPS AND HOLDERS: PROVIDE OVERHEAD STOPS AND HOLDERS FOR DOORS THAT OPEN AGAINST EQUIPMENT, CASEWORK SIDELIGHTS AND OTHER OBJECTS THAT WOULD MAKE WALL STOPS/HOLDERS AND FLOOR STOPS/HOLDERS INAPPROPRIATE. PROVIDE SEX BOLT ATTACHMENTS FOR MINERAL CORE WOOD DOOR APPLICATIONS. D.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1. OVERHEAD STOPS AND HOLDERS: ANSI/BHMA A156.8 GRADE 1. Z. THRESHOLDS: THRESHOLDS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.SET THRESHOLDS FOR EXTERIOR AND ACOUSTICAL OPENINGS IN FULL BED OF SEALANT WITH LEAD EXPANSION SHIELDS AND STAINLESS-STEEL MACHINE SCREWS COMPLYING WITH REQUIREMENTS SPECIFIED IN DIVISION 07 SECTION “JOINT SEALANTS: NOTCHED IN FIELD TO FIT FRAME BY HARDWARE INSTALLER. REFER TO DRAWINGS FOR SPECIAL DETAILS. B.STANDARDS: MANUFACTURER TO BE CERTIFIED BY THE FOLLOWING: 1. THRESHOLDS: ANSI/BHMA A156.21. 2. AMERICAN WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). AA. DOOR GASKETING AND WEATHERSTRIP: DOOR GASKETING AND WEATHERSTRIP OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.PROVIDE CONTINUOUS WEATHERSTRIP GASKETING ON EXTERIOR DOORS AND PROVIDE SMOKE, LIGHT, OR SOUND GASKETING WHERE INDICATED ON HARDWARE SCHEDULE. PROVIDE NONCORROSIVE FASTENERS FOR EXTERIOR APPLICATIONS. 1. PERIMETER GASKETING: APPLY TO HEAD AND JAMB, FORMING SEAL BETWEEN DOOR AND FRAME. 2. MEETING STILE GASKETING: FASTEN TO MEETING STILES, FORMING SEAL WHEN DOORS ARE IN CLOSED POSITION. 3. DOOR BOTTOMS: APPLY TO BOTTOM OF DOOR, FORMING SEAL WITH THRESHOLD OR FLOOR WHEN DOOR IS IN CLOSED POSITION. 4. SOUND GASKETING: CUTTING OR NOTCHING FOR STOP MOUNTED HARDWARE NOT PERMITTED. 5. DRIP GUARD: APPLY TO EXTERIOR FACE OF FRAME HEADER. LIP LENGTH TO EXTEND 4” BEYOND WIDTH OF DOOR. B.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1. DOOR GASKETING AND EDGE SEAL SYSTEMS: ANSI/BHMA A156.22. 2. BHMA CERTIFIED FOR DOOR SWEEPS, AUTOMATIC DOOR BOTTOMS, AND ADHESIVE APPLIED GASKETING. C. REFER TO SECTION 08 1416 WOOD DOORS FOR CATEGORY A OR CATEGORY B. COMPLY WITH UBC 7-2 AND UL10C POSITIVE PRESSURE WHERE FRAME APPLIED INTUMESCENT SEALS ARE REQUIRED. Q. FLUSH BOLTS: FLUSH BOLTS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. MANUFACTURER TO BE LISTED BY THE FOLLOWING: AUXILIARY HARDWARE: ANSI/BHMI A156.16. LABELED OPENINGS: PROVIDE AUTOMATIC OR CONSTANT LATCHING FLUSH BOLTS PER HARDWARE SCHEDULE FOR INACTIVE LEAF OF PAIRS OF DOORS. PROVIDE DUST PROOF STRIKES FOR BOTTOM BOLT. NON-LABELED OPENINGS: PROVIDE TWO FLUSH BOLTS FOR INACTIVE LEAF OF PAIRS OF DOORS PER HARDWARE SCHEDULE. PROVIDE EXTENSION RODS SO THAT THE CENTER LINE OF THE TOP FLUSH BOLT IS NOT MORE THAN 78” ABOVE THE FINISH FLOOR. PROVIDE DUST PROOF STRIKE FROM BOTTOM BOLT. R. HEAVY DUTY CYLINDRICAL LOCKS AND LATCHES: LOCKS AND LATCHES OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.STANDARDS: PRODUCT TO BE CERTIFIED AND LISTED BY FOLLOWING: 1.ANSI/BHMA A156.2 SERIES 4000 CERTIFIED TO GRADE 1. 2.UL/CUL LABELED AND LISTED FOR FUNCTIONS UP TO 3 HOURS FOR SINGLE DOORS UP TO 48” IN WIDTH AND UP TO 96” IN HEIGHT. 3.UL10C/UBC 7-2 POSITIVE PRESSURE RATED. 4.ICC/ANSI A1117.1 B.LOCK AND LATCH FUNCTION NUMBERS AND DESCRIPTIONS OF MANUFACTURER’S SERIES AS LISTED IN HARDWARE SETS. V.MATERIAL AND DESIGN: 1.LOCK AND LATCH CHASSIS TO BE ZINC DICHROMATE FOR CORROSION RESISTANCE. 2.KEYED FUNCTIONS TO BE OF A FREEWHEELING DESIGN TO HELP RESIST AGAINST VANDALISM. 3.NON-HANDED, FIELD REVERSIBLE. 4.THRU BOLT MOUNTING WITH NO EXPOSED SCREWS. 5.LEVERS, ZINC CAST AND PLATED TO MATCH FINISHED DESIGNATION IN HARDWARE SETS. 6.ROSES MADE OF WROUGHT BRASS OR STAINLESS-STEEL MATERIAL. D.LATCH AND STRIKE: 1.STAINLESS STEEL LATCH BOLT WITH MINIMUM OF 1/2” THROW AND DEADLOCKING FOR KEYED AND EXTERIOR FUNCTIONS. PROVIDE 3/4” LATCH BOLT FOR PAIRS OF FIRE- RATED DOORS WHERE REQUIRED BY DOOR MANUFACTURER. STANDARD BACKSET TO BE 2-3/4” AND ADJUSTABLE FACEPLATE TO ACCOMMODATE A SQUARE EDGE DOOR OR A STANDARD 1/8” BEVELED EDGE DOOR. 2.STRIKE IS TO FIT A STANDARD ANSI A115 PREP MEASURING 1-1/4” X 4-7/8” WITH PROPER LIP LENGTH TO PROTECT SURROUNDING TRIM. S. INTERCONNECTED LOCKS AND LATCH: LOCKS AND LATCHES OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.STANDARDS: PRODUCT TO BE CERTIFIED AND LISTED BY FOLLOWING: 1.ANSI/BHMA A156.12 SERIES 5000 CERTIFIED TO GRADE 2. 2.UL/CUL LABELED AND LISTED FOR FUNCTIONS UP TO 3 HOURS FOR SINGLE DOORS UP TO 48” IN WIDTH AND UP TO 96” IN HEIGHT. 3.UL10C/UBC 7-2 POSITIVE PRESSURE RATED. 4.ICC/ANSI A117.1 B.LOCK AND LATCH FUNCTION NUMBERS AND DESCRIPTIONS OF MANUFACTURER’S SERIES AS LISTED IN HARDWARE SETS. C. MATERIAL AND DESIGN: 1.LOCK AND LATCH CHASSIS TO BE ZINC DICHROMATE FOR CORROSION RESISTANCE. 2.KEYED FUNCTIONS TO BE OF A FREEWHEELING DESIGN TO HELP RESIST AGAINST VANDALISM. 3.NON-HANDED, FIELD REVERSIBLE. 4.LEVERS, ZINC CAST AND PLATED TO MATCH FINISH DESIGNATION IN HARDWARE SETS. 5.ROSES, SOLID BRASS OR STAINLESS-STEEL MATERIAL AND HAVE A MINIMUM DIAMETER OF 2-1/2”. T. EXIT DEVICES: EXIT DEVICES OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. TOUCHPAD TYPE FINISH TO MATCH BALANCE OF DOOR HARDWARE. A.STANDARDS: MANUFACTURER TO BE CERTIFIED AND/OR LISTED BY THE FOLLOWING: 1.BHMA CERTIFIED ANSI A156.3 GRADE 1. 2.UL/CUL LISTED FOR UP TO 3 HOURS FOR “A” LABELED DOORS. 3.UL10C/UBC 7-2 POSITIVE PRESSURE RATED. 4.UL10B NEUTRAL PRESSURE RATED. 5.UL 305 LISTED FOR PANIC HARDWARE. B.MATERIAL AND DESIGN: 1.PROVIDE EXIT DEVICES WITH ACTUATORS THAT EXTEND A MINIMUM OF ONE-HALF OF DOOR WIDTH. 2.WHERE TRIM IS INDICATED IN HARDWARE SETS PROVIDE THE LEVER DESIGN TO MATCH DESIGN OF LOCK LEVERS. 3.EXIT DEVICE TO MOUNT FLUSH WITH DOOR. 8.0 DOORS AND WINDOWS 4.LATCH BOLTS: A.RIM DEVICE – 3/4” THROW, PULLMAN TYPE WITH AUTOMATIC DEAD-LATCHING, STAINLESS STEEL B.SURFACE VERTICAL ROD DEVICE – TOP 1/2” THROW, PULLMAN TYPE WITH AUTOMATIC DEAD-LATCHING, STAINLESS STEEL. BOTTOM 1/2” THROW, PULLMAN TYPE, HELD RETRACTED DURING DOOR SWING, STAINLESS STEEL. 5.FASTENERS: WOOD SCREWS, MACHINE SCREWS, AND THRU BOLTS. C. LOCK AND LATCH FUNCTIONS: FUNCTION NUMBERS AND DESCRIPTIONS OF MANUFACTURER’S SERIES AND LEVER STYLES INDICATED IN DOOR HARDWARE SETS. U. CYLINDERS AND KEYING:CYLINDERS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1.AUXILIARY LOCKS: ANSI/BHMA A156.5 B.CYLINDERS: 1.PROVIDE CYLINDERS MATCHED TO THE TYPES REQUIRED FOR HARDWARE THAT HAS A LOCKING FUNCTION AND FOR KEYED ELECTRONIC FUNCTIONS. FURNISH WITH APPROPRIATE COLLARS, CAMS, AND TAILPIECES TO FIT AND OPERATE ASSOCIATED HARDWARE. STACKING COLLARS IS NOT ACCEPTABLE, A SINGLE COLLAR OF PROPER SIZE IS REQUIRED. 2.MANUFACTURER’S SIX-PIN/SEVEN-PIN SMALL FORMAT INTERCHANGEABLE CORE (SFIC). 3.MATCH EXISTING FACILITY STANDARD. C. KEYING: 1.KEY INTO OWNER’S EXISTING KEY SYSTEM. 2.PROVIDE A BITTING LIST TO OWNER OF COMBINATIONS AS ESTABLISHED AND EXPAND TO TWENTY-FIVE PERCENT FOR FUTURE USE OR AS DIRECTED BY OWNER. A.INCLUDE ALL THE KEYSETS AND BITTINGS OF THE ORIGINAL KEY SYSTEM CREATING ONE CLEAN VERSION OF THE ENTIRE KEY SYSTEM. 3.KEYS TO BE SHIPPED DIRECTLY TO THE OWNER’S REPRESENTATIVE AS ESTABLISHED DURING THE KEYING CONFERENCE. A.PACKAGE THE KEYS IN INDIVIDUAL ENVELOPES, GROUPED BY KEYSET SYMBOL, AND LABEL ENVELOPES WITH PROJECT NAME, FACTORY REGISTRY NUMBER, AND KEYSET SYMBOL. 4.STAMP LARGE BOW KEY BLANKS WITH VISUAL KEY CONTROL (KEYSET SYMBOL) AND “DO NOT DUPLICATE”. 5.PROVIDE INTERCHANGEABLE CORES WITH CONSTRUCTION CORES AS REQUIRED PER THE KEYING MEETING. V. PUSH/PULL PLATES AND BARS: PUSH/PULL PLATES AND BARS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. A.STANDARDS: MANUFACTURER TO BE CERTIFIED BY THE FOLLOWING: 1.ARCHITECTURAL DOOR TRIM: ANSI/BHMA A156.6. 2.AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES (ADAAG). B.PUSH PLATES: .050” THICK, SQUARE CORNER AND BEVELED EDGES WITH COUNTERSUNK SCREW HOLES. WIDTH AND HEIGHT AS STATED IN HARDWARE SETS. C. ACCEPTABLE MANUFACTURERS: D.PULL PLATES: 1” DIAMETER PULL, WITH CLEARANCE OF 2-1/2” FROM FACE OF DOOR. E. PUSH/PULL BAR SETS: 1” ROUND BAR STOCK WITH 2-1/2” CLEARANCES FROM FACE OF DOOR. CENTER TO CENTER SIZE SHOULD BE DOOR WIDTH LESS 1 STILE WIDTH. F. OFFSET VERTICAL DOOR PULL: 1-1/4” ROUND BAR STOCK WITH 2-1/2” CLEARANCES FROM FACE OF DOOR. W. CLOSERS: CLOSERS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY, UNLESS OTHERWISE INDICATED ON HARDWARE SCHEDULE, COMPLY WITH MANUFACTURER’S RECOMMENDATIONS FOR SIZE OF CLOSER, DEPENDING ON WIDTH OF DOOR, FREQUENCY OF USE, ATMOSPHERIC PRESSURE, ADAAG REQUIREMENT, AND FIRE RATING. A.STANDARDS: MANUFACTURER TO BE CERTIFIED AND OR LISTED BY THE FOLLOWING: 1.BHMA CERTIFIED ANSI A156.4 GRADE 1. 2.ADA COMPLAINT ANSI A117.1. 3.UL/CUL LISTED UP TO 3 HOURS. 4.UL10C POSITIVE PRESSURE RATED. 5.UL10B NEUTRAL PRESSURE RATED. B.MATERIAL AND DESIGN: 1.PROVIDE CAST IRON NON-HANDED BODIES WITH FULL PLASTIC COVERS. 2.CLOSERS WILL HAVE SEPARATED STAKED ADJUSTABLE VALVE SCREWS FOR LATCH SPEED, SWEEP SPEED, AND BACKCHECK. 3.PROVIDE TRI-PACK ARMS AND BRACKETS FOR REGULAR ARM, TOP JAMB, AND PARALLEL ARM MOUNTING. 4.ONE-PIECE SEAMLESS STEEL SPRING TUBE SEALED IN HYDRAULIC FLUID. 5.DOUBLE HEAT-TREATED STEEL TEMPERED SPRINGS. 6.PRECISION-MACHINED HEAT-TREATED STEEL PISTON. 7.TRIPLE HEAT-TREATED STEEL SPINDLE. 8.FULL RACK AND PINION OPERATION. C. MOUNTING: 1.OUT-SWING DOORS USE SURFACE PARALLEL ARM MOUNT CLOSERS EXCEPT WHERE NOTED ON HARDWARE SCHEDULE. 2.IN-SWING DOORS USE SURFACE REGULAR ARM MOUNT CLOSERS EXCEPT WHERE NOTED ON HARDWARE SCHEDULE. 3.PROVIDE BRACKETS AND SHOE SUPPORTS FOR ALUMINUM DOORS AND FRAMES TO MOUNT FIFTH SCREW. 4.FURNISH DROP PLATES WHERE TOP RAIL CONDITIONS ON DOOR DO NOT ALLOW FOR MOUNTING OF CLOSER AND WHERE BACKSIDE OF CLOSER IS EXPOSED THROUGH GLASS. D.SIZE CLOSERS IN COMPLIANCE WITH REQUIREMENTS FOR ACCESSIBILITY (ADAAG). COMPLY WITH FOLLOWING MAXIMUM OPENING FORCE REQUIREMENTS. 1.INTERIOR HINGED OPENINGS: 5.0 LBS. 2.FIRE-RATED AND EXTERIOR OPENINGS USE MINIMUM OPENING FORCE ALLOWABLE BY AUTHORITY HAVING JURISDICTION. E. FASTENERS: PROVIDE SELF-REAMING, SELF-TAPPING WOOD AND MACHINE SCREWS, AND SEX NUTS AND BOLTS FOR EACH CLOSER. 7.4 METAL WALL PANELS I. COLD-FORMED METAL FRAMING: 1. MANUFACTURERS: REFER TO STRUCTURAL, AS SELECTED BY CONTRACTOR 2. APPLICATION: EXTERIOR NON-LOAD-BEARING STEEL-STUD WALLS. 3. APPLICATION: INTERIOR NON-LOAD-BEARING STEEL-STUD WALLS. 5. STRUCTURAL FRAMING: SEE STRUCTURAL PLANS 6. UNITS 16 GAUGE (.0598 INCH) AND HEAVIER: ASTM A 653, YIELD POINT 50,000. 7. UNITS 18 GAUGE (.0358 INCH): ASTM A 653, YIELD POINT 37,000 PSI. 8. UNITS 20 GAUGE (.0329 INCH): ASTM A 653, YIELD POINT 33,000 PSI. 10. FRAMING ACCESSORIES: a. SUPPLEMENTARY FRAMING. b. BRACING, BRIDGING, AND SOLID BLOCKING. c. WEB STIFFENERS. d. GUSSET PLATES. e. DEFLECTION TRACK AND VERTICAL SIDE CLIPS. f. STUD KICKERS AND GIRTS. g. JOIST HANGERS AND END CLOSURES. h. REINFORCEMENT PLATES. i. ANCHORS, CLIPS, AND FASTENERS. J. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION. COORDINATE WITH WORK OF OTHER SECTIONS. K. COMPLY WITH REQUIREMENTS OF ASTM C 1007 FOR INSTALLATION OF STEEL STUDS AND ACCESSORIES AND METAL LATH/STEEL FRAMING ASSOCIATION LIGHTWEIGHT STEEL FRAMING SYSTEMS MANUAL. L. RESTORE DAMAGED COMPONENTS. PROTECT WORK FROM DAMAGE. A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. 1. SHOP DRAWINGS SHALL BE PREPARED AND STAMPED BY A QUALIFIED ENGINEER LICENSED IN THE JURISDICTION OF THE PROJECT. C. ENGINEERING CERTIFICATION: SUBMIT FOR APPROVAL ENGINEERING CERTIFICATION OF DEFLECTION CRITERIA. D. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. STANDARDS: AISI, SPECIFICATION FOR DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS. F. DEFLECTION CRITERIA FOR EXTERIOR MASONRY VENEER: L/600. G. FABRICATION TOLERANCES: 1/8 INCH IN 10 FEET. H. ERECTION TOLERANCES: 1/16 INCH FROM TRUE POSITION. 5.1 COLD-FORMED METAL FRAMING 8. AUXILIARY MATERIALS: a. SOLDER COMPATIBLE WITH METAL. b. BITUMINOUS ISOLATION COATING. c. MASTIC AND ELASTOMERIC SEALANTS. d. EPOXY SEAM SEALER. e. ROSIN-SIZED BUILDING PAPER SLIP SHEET. f. POLYETHYLENE UNDERLAYMENT. g. REGLETS AND METAL ACCESSORIES. h. GUTTER AND CONDUCTOR HEAD GUARDS. i. ASPHALTIC ROOFING CEMENT. F. FOLLOW RECOMMENDATIONS OF SMACNA SHEET METAL MANUAL. ALLOW FOR EXPANSION. ISOLATE DISSIMILAR MATERIALS. G. INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. H. RESTORE DAMAGED COMPONENTS AND FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE. A. DEFINITIONS A.WEATHER BARRIER: A COMBINATION OF MATERIALS AND ACCESSORIES THAT DO THE FOLLOWING: 1.PREVENT THE ACCUMULATION OF WATER AS A WATER-RESISTIVE BARRIER. 2.MINIMIZE THE AIR LEAKAGE INTO OR OUT OF THE BUILDING ENVELOPE AS A CONTINUOUS AIR BARRIER. 3.PROVIDE SUFFICIENT WATER VAPOR TRANSMISSION TO ENABLE DRYING AS A VAPOR- PERMEABLE MEMBRANE. B. ACTION SUBMITTALS A.PRODUCT DATA: FOR EACH TYPE OF PRODUCT. 1.FOR WEATHER BARRIER, INCLUDE DATA ON AIR AND WATER-VAPOR PERMEANCE BASED ON TESTING IN ACCORDANCE WITH REFERENCED STANDARDS. C. INFORMATIONAL SUBMITTALS A.EVALUATION REPORTS: FROM ICC-ES. B.MANUFACTURER'S INSTRUCTIONS: FOR INSTALLATION OF EACH PRODUCT SPECIFIED. C. QUALIFICATION DATA: FOR INSTALLER. D.SAMPLE WARRANTY: FOR MANUFACTURER'S WARRANTY. E. REPORTS: FIELD TEST AND INSPECTION REPORTS. F. INSTALLER'S WEATHER BARRIER MANUFACTURER-TRAINING CERTIFICATE. D. QUALITY ASSURANCE A.INSTALLER QUALIFICATIONS: A QUALIFIED FIRM THAT IS CERTIFIED BY WEATHER BARRIER SYSTEM MANUFACTURER TO INSTALL MANUFACTURER'S PRODUCT. E. DELIVERY, STORAGE, AND HANDLING A.DO NOT STORE NEAR HEAT SOURCE OR OPEN FLAME. F. WARRANTY 1.WARRANTY PERIOD: 10 YEARS FROM DATE OF PURCHASE. G. MANUFACTURERS A.SOURCE LIMITATIONS: OBTAIN WEATHER BARRIER ASSEMBLY COMPONENTS, INCLUDING WEATHER BARRIER FLASHING FROM SAME MANUFACTURER AS WEATHER BARRIER. H. PERFORMANCE REQUIREMENTS A.GENERAL PERFORMANCE: INSTALLED WEATHER BARRIER AND ACCESSORIES SHALL WITHSTAND SPECIFIED WIND PRESSURES, LIQUID WATER PENETRATION, AND WATER VAPOR PRESSURES WITHOUT FAILURE DUE TO DEFECTIVE MANUFACTURE OF PRODUCTS. I. WEATHER BARRIER A.COMMERCIAL BUILDING WRAP: ASTM E2357 PASSED, ABAA (AIR BARRIER ASSOCIATION OF AMERICA) EVALUATED AIR BARRIER ASSEMBLY, AND ASSEMBLY WATER RESISTANCE PER ASTM E331; WITH FLAME-SPREAD AND SMOKE-DEVELOPED INDEXES OF LESS THAN 25 AND 450, RESPECTIVELY, WHEN TESTED IN ACCORDANCE WITH ASTM E84; UV STABILIZED FOR NINE- MONTH EXPOSURE; AND ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. 1.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE DUPONT DE NEMOURS, INC.; TYVEK COMMERCIALWRAP J. WEATHER BARRIER FLASHING 1.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE DUPONT DE NEMOURS, INC.; DUPONT™ FLEXWRAP™ 2.CONFORMABILITY: ABLE TO CREATE A SEAMLESS SILL PAN EXTENDING UP THE JAMBS WITHOUT CUTS, PATCHES, OR FASTENERS. 3.WATER PENETRATION: NO LEAKAGE AT 15 PSF (720 PA) PER ASTM E331. 4.LOW TEMPERATURE ADHESION: EXCEEDS MINIMUM VALUE OF 1.5 LB./IN. (0.26N/MM) AT 25 DEG F (MINUS 4 DEG C) AS CLASS A (WITHOUT PRIMER USE). 5.ADHESION AFTER WATER IMMERSION: EXCEEDS MINIMUM VALUE OF 1.5 LB./IN. (0.26N/MM), AFTER AAMA 800, SECTIONS 2.4.1.3.1/2.4.1.4.3, TEST B. K. STRIP FLASHING: COMPOSITE FLASHING MATERIAL COMPOSED OF SPUNBONDED POLYETHYLENE LAMINATE WITH 100 PERCENT BUTYL-BASED, DUAL-SIDED, ADHESIVE LAYER; AAMA 711, CLASS A (NO PRIMER), LEVEL 3 THERMAL EXPOSURE, 176 DEG F (80 DEG C) FOR SEVEN DAYS. 1.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE DUPONT DE NEMOURS, INC.; [DUPONT™STRAIGHTFLASH™ 2.WATER PENETRATION: NO LEAKAGE AT 15 PSF (720 PA) PER ASTM E331. 3.LOW TEMPERATURE ADHESION: EXCEEDS MINIMUM VALUE OF 1.5 LB./IN. (0.26N/MM) AT 25 DEG F (MINUS 4 DEG C) AS CLASS A WITHOUT PRIMER USE. 4.ADHESION AFTER WATER IMMERSION: EXCEEDS MINIMUM VALUE OF 1.5 LB./IN. (0.26N/MM), AFTER AAMA 800, SECTIONS 2.4.1.3.1/2.4.1.4.3, TEST B. L. BUILDING WRAP TAPE: PRESSURE-SENSITIVE PLASTIC TAPE RECOMMENDED BY WEATHER BARRIER MANUFACTURER FOR SEALING JOINTS AND PENETRATIONS IN COMMERCIAL BUILDING WRAP. 1.BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE DUPONT DE NEMOURS, INC.; TYVEK® TAPE OR COMPARABLE PRODUCT. M. EXAMINATION A.EXAMINE SUBSTRATES, WITH INSTALLER PRESENT, FOR COMPLIANCE WITH REQUIREMENTS. B.VERIFY THAT SUBSTRATE AND SURFACE CONDITIONS ARE IN ACCORDANCE WITH COMMERCIAL WEATHER BARRIER MANUFACTURER RECOMMENDATIONS PRIOR TO INSTALLATION. 1.VERIFY THAT ROUGH SILL FRAMING FOR DOORS AND WINDOWS IS SLOPED DOWNWARDS TOWARDS THE EXTERIOR AND IS LEVEL ACROSS WIDTH OF THE OPENING. C. VERIFY THAT SURFACES TO RECEIVE WEATHER BARRIER FLASHING ARE CLEAN, DRY, AND FREE OF FROST. D.PROCEED WITH INSTALLATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. N. PREPARATION A.DIRECT WATER ONTO AN ACCEPTABLE WEATHER BARRIER DRAINAGE PLANE WITH AN UNOBSTRUCTED PATH TO EXTERIOR OF WALL. 1.PROVIDE A DRAINAGE PATH FOR WATER INTRUSION THROUGH WINDOW AND DOOR ATTACHMENT SYSTEM THAT COLLECTS AT WINDOW AND DOOR SILLS AND DIRECTS WATER TO THE EXTERIOR OR WEATHER BARRIER. O. COMMERCIAL BUILDING WRAP INSTALLATION A.GENERAL: COMPLY WITH WEATHER BARRIER MANUFACTURER'S WRITTEN INSTALLATION GUIDELINES AND WARRANTY REQUIREMENTS. B.COVER EXPOSED EXTERIOR SURFACE OF SHEATHING WITH WEATHER BARRIER SECURELY FASTENED TO FRAMING IMMEDIATELY AFTER SHEATHING IS INSTALLED. 1.MAINTAIN CONTINUITY OF AIR AND WATER BARRIER ASSEMBLIES. 2.START WEATHER BARRIER INSTALLATION AT A BUILDING CORNER, LEAVING 12 INCHES (300 MM) OF WEATHER BARRIER EXTENDED BEYOND CORNER TO OVERLAP. 3.INSTALL WEATHER BARRIER HORIZONTALLY STARTING AT LOWER PORTION OF WALL SURFACE. 4.PROVIDE MINIMUM 6 INCHES (150 MM) OVERLAP AT HORIZONTAL- AND VERTICAL-WRAP SEAMS IN A SHINGLE MANNER TO MAINTAIN CONTINUOUS DOWNWARD DRAINAGE PLANE AND AIR AND WATER BARRIER. C. SEAMS: SEAL SEAMS WITH BUILDING WRAP TAPE PER MANUFACTURER'S RECOMMENDED INSTALLATION INSTRUCTIONS. 1.SHIPLAP HORIZONTAL SEAMS IN WEATHER BARRIER TO FACILITATE PROPER DRAINAGE. D.FASTENERS: USE WEATHER BARRIER MANUFACTURER'S RECOMMENDED FASTENERS TO SECURE WEATHER BARRIER AND INSTALL FASTENERS ACCORDING TO WEATHER BARRIER MANUFACTURER'S INSTALLATION GUIDELINES. 1.DO NOT USE TEMPORARY FASTENERS TO PERMANENTLY ATTACH WEATHER BARRIER. 2.DO NOT PLACE FASTENERS WITH GASKETING WASHERS WHERE WEATHER BARRIER FLASHING WILL BE INSTALLED. 3.INSTALL FASTENERS WITH GASKETING WASHERS THROUGH FLASHING WHERE RECOMMENDED BY MANUFACTURER. E. OPENINGS: COMPLETELY COVER OPENINGS WITH WEATHER BARRIER, THEN CUT WEATHER BARRIER MEMBRANE TO OPENINGS IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S INSTALLATION GUIDELINES. 1.PROVIDE HEAD AND JAMB FLAPS AND SEAM OVERLAPS TO MAINTAIN CONTINUOUS DRAINAGE. 2.REPAIR DAMAGE TO WEATHER BARRIER USING METHOD RECOMMENDED BY WEATHER BARRIER MANUFACTURER. 3.INSTALL FLASHING IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S INSTALLATION GUIDELINES. P. WEATHER BARRIER FLASHING INSTALLATION A.INSTALLATION: REMOVE WRINKLES AND BUBBLES, REPOSITION WEATHER BARRIER AS NECESSARY TO PRODUCE A UNIFORM, SMOOTH SURFACE. 1.ENSURE THAT AMBIENT AND SUBSTRATE SURFACE TEMPERATURES ARE ACCEPTABLE IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS AND RECOMMENDATIONS. 2.WIPE SURFACES TO REMOVE MOISTURE, DIRT, GREASE AND OTHER DEBRIS THAT COULD INTERFERE WITH ADHESION. 3.APPLY WEATHER BARRIER MANUFACTURER'S RECOMMENDED PRIMER OVER CONCRETE, MASONRY, AND GLASS-MAT GYPSUM WALL SHEATHING SUBSTRATES TO RECEIVE WEATHER BARRIER FLASHING. 4.LAP WEATHER BARRIER FLASHING A MINIMUM OF 2 INCHES (50 MM) ONTO WEATHER BARRIER. 5.APPLY PRESSURE OVER ENTIRE SURFACE USING ROLLER OR FIRM HAND PRESSURE B.ROUGH OPENINGS: SHIPLAP FLASHING WITH WEATHER BARRIER IN A SHINGLE MANNER TO MAINTAIN A CONTINUOUS DOWNWARD DRAINAGE PLANE AND AIR AND WATER BARRIER IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1.APPLY 6-INCH-(150-MM-)WIDE CONFORMABLE WEATHER BARRIER FLASHING AT DOOR AND WINDOW SILLS. 2.ENSURE THAT SILL FLASHING DOES NOT SLOPE TO THE INTERIOR. 3.INSTALL BACKER ROD IN JOINT BETWEEN FRAME OF OPENING PRODUCT AND FLASHED ROUGH OPENING ON THE INTERIOR. 4.APPLY SEALANT OR CLOSED-CELL POLYURETHANE FOAM INSULATION AROUND ENTIRE OPENING/FENESTRATION PRODUCT TO CREATE AIR SEAL AROUND INTERIOR PERIMETER OF WINDOW OPENINGS IN ACCORDANCE WITH WEATHER BARRIER MANUFACTURER'S INSTRUCTIONS. 5.AROUND DOOR AND WINDOW OPENINGS, APPLY BUTYL-BASED FLASHING TO FLAPS OF WEATHER BARRIER. 6.USE STRIP FLASHING WITH WRAP CAP SCREWS TO SECURE HEAD FLAP OF THE WINDOWS. C. PENETRATIONS: APPLY WEATHER BARRIER MANUFACTURER'S RECOMMENDED WEATHER BARRIER FLASHING PATCHES BEHIND FASTENING PLATES, SUCH AS BRICK-TIE BASE PLATES, METAL- FLASHING CLIPS, AND METAL CHANNELS. 1.SEAL WEATHER BARRIER AROUND EACH PENETRATION WITH WEATHER BARRIER MANUFACTURER'S RECOMMENDED SELF-ADHERED FLASHING PRODUCT OR SEALANT. INTEGRATE PRODUCTS WITH FLANGES INTO THE WEATHER BARRIER. D.TERMINATIONS: PROVIDE MINIMUM 2 INCHES (50 MM) OVERLAP USING STRIP FLASHING ON ADJOINING ROOF AND BASE OF WALL SYSTEMS TO MAINTAIN CONTINUOUS DOWNWARD DRAINAGE PLANE. 1.SECURE WEATHER BARRIER WITH FASTENERS AND WEATHER BARRIER FLASHING. Q. CLEANING A.IMMEDIATELY REMOVE RELEASE PAPER AND SCRAP FROM WORK AREA AND DISPOSE OF MATERIAL. R. PROTECTION A.PROTECT INSTALLED WEATHER BARRIER FROM THE FOLLOWING: 1.DAMAGE FROM CLADDING, STRUCTURE, OR A COMPONENT OF THE STRUCTURE (FOR EXAMPLE, WINDOW, DOOR, OR WALL SYSTEM). 2.CONTAMINATION FROM BUILDING SITE CHEMICALS, PREMATURE DETERIORATION OF BUILDING MATERIALS, OR NONSTANDARD USE OR APPLICATION OF PRODUCTS. 3.FOREIGN OBJECTS OR AGENTS, INCLUDING THE USE OF MATERIALS INCOMPATIBLE WITH WEATHER BARRIER PRODUCTS. 4.UV EXPOSURE IN EXCESS OF PRODUCTS' STATED LIMITS. 7.5 WEATHER BARRIERS M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 6 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A9.2 SPECIFICATIONS COMPASS BIBLE CHURCH, TUSTIN SANTA ANA 10. AUXILIARY MATERIALS: a. CORNERBEAD, EDGE TRIM AND CONTROL JOINTS. b. EXTRUDED ALUMINUM REVEALS AND CHANNELS. c. GYPSUM BOARD SCREWS, ASTM C 1002. d. GYPSUM BOARD NAILS, ASTM C 514. e. FASTENING ADHESIVE. f. CONCEALED ACOUSTICAL SEALANT. g. MINERAL FIBER SOUND ATTENUATION BLANKETS. h. MINERAL FIBER THERMAL INSULATION. i. POLYETHYLENE VAPOR RETARDER, 6 MILS. j. POLYSTYRENE AGGREGATED FINISH FOR CEILINGS. k. ACOUSTICAL FINISH. H. INSTALL GYPSUM BOARD FOR TAPE AND 3-COAT JOINT COMPOUND FINISH IN COMPLIANCE WITH ASTM C 840 AND GA 216, LEVEL 4 FINISH. INSTALL GYPSUM BOARD ASSEMBLIES TRUE, PLUMB, LEVEL AND IN PROPER RELATION TO ADJACENT SURFACES. I. PROVIDE FIRE-RATED SYSTEMS WHERE INDICATED AND WHERE REQUIRED BY AUTHORITIES HAVING JURISDICTION. J. INSTALL BOARDS VERTICALLY. DO NOT ALLOW BUTT-TO-BUTT JOINTS AND JOINTS THAT DO NOT FALL OVER FRAMING MEMBERS. K. WHERE NEW PARTITIONS MEET EXISTING CONSTRUCTION, REMOVE EXISTING CORNERBEADS TO PROVIDE A SMOOTH TRANSITION. L. PROVIDE INSULATION FULL HEIGHT AND THICKNESS IN PARTITIONS AT CONFERENCE ROOMS, TOILET ROOMS, BETWEEN DIFFERENT OCCUPANCIES, AND WHERE REQUIRED. A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. C. TOLERANCES: NOT MORE THAN 1/16-INCH DIFFERENCE IN TRUE PLANE AT JOINTS BETWEEN ADJACENT BOARDS BEFORE FINISHING. AFTER FINISHING, JOINTS SHALL BE NOT BE VISIBLE. NOT MORE THAN 1/8 INCH IN 10 FEET DEVIATION FROM TRUE PLANE, PLUMB, LEVEL AND PROPER RELATION TO ADJACENT SURFACES IN FINISHED WORK. D. FIRE RESISTANCE FOR FIRE-RATED ASSEMBLIES: ASTM E 119. E. MOCK-UPS: PROVIDE MOCK-UP AS REQUIRED TO DEMONSTRATE QUALITY OF WORKMANSHIP AND LEVEL OF FINISH. F. PERFORMANCE: FIRE, STRUCTURAL, AND SEISMIC PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. G. GYPSUM BOARD: 1. MANUFACTURERS: AS SELECTED BY CONTRACTOR 2. APPLICATION: INTERIOR WALLS, PARTITIONS, AND CEILINGS WITH TAPE AND JOINT COMPOUND FINISH. 3. MATERIAL STANDARD: ASTM C1396. 9.1 GYPSUM BOARD ASSEMBLIES M. PROVIDE ACOUSTICAL SEALANT AT BOTH FACES AT TOP AND BOTTOM RUNNER TRACKS, WALL PERIMETERS, OPENINGS, EXPANSION AND CONTROL JOINTS. N. INSTALL TRIM IN STRICT COMPLIANCE WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. O. REPAIR SURFACE DEFECTS. LEAVE READY FOR FINISH PAINTING OR WALL TREATMENT. 4. TYPE: BOARD FOR TAPE AND JOINT COMPOUND FINISH. a. TYPE: REGULAR c. TYPICAL THICKNESS: 5/8 INCH. 5. JOINT TREATMENT: ASTM C474 AND ASTM C840, 3-COAT SYSTEM, PAPER OR FIBERGLASS TAPE. 9.2 ACOUSTICAL CEILINGS A. SECTION INCLUDES a. ACOUSTICAL CEILING PANELS b. GRID SUSPENSION SYSTEM c. WIRE HANGERS, FASTENERS, MAIN RUNNERS, CROSS TEES, AND WALL ANGLE MOLDINGS d. PERIMETER TRIM B. ALTERNATES a. PRIOR APPROVAL: UNLESS OTHERWISE PROVIDED FOR IN THE CONTRACT DOCUMENTS, PROPOSED PRODUCT SUBSTITUTIONS MAY BE SUBMITTED NO LATER THAN TEN (10) WORKING DAYS PRIOR TO THE DATE ESTABLISHED FOR RECEIPT OF BIDS. ACCEPTABILITY OF A PROPOSED SUBSTITUTION IS CONTINGENT UPON THE ARCHITECT'S REVIEW OF THE PROPOSAL FOR ACCEPTABILITY AND APPROVED PRODUCTS WILL BE SET FORTH BY THE ADDENDA. IF INCLUDED IN A BID ARE SUBSTITUTE PRODUCTS THAT HAVE NOT BEEN APPROVED BY ADDENDA, THE SPECIFIED PRODUCTS SHALL BE PROVIDED WITHOUT ADDITIONAL COMPENSATION. b. SUBMITTALS THAT DO NOT PROVIDE ADEQUATE DATA FOR THE PRODUCT EVALUATION WILL NOT BE CONSIDERED. THE PROPOSED SUBSTITUTION MUST MEET ALL REQUIREMENTS OF THIS SECTION, INCLUDING BUT NOT NECESSARILY LIMITED TO, THE FOLLOWING: SINGLE SOURCE MATERIALS SUPPLIERS (IF SPECIFIED IN SECTION 1.5); UNDERWRITERS' LABORATORIES CLASSIFIED ACOUSTICAL PERFORMANCE; PANEL DESIGN, SIZE, COMPOSITION, COLOR, AND FINISH; SUSPENSION SYSTEM COMPONENT PROFILES AND SIZES; COMPLIANCE WITH THE REFERENCED STANDARDS. • IF THE MATERIAL SUPPLIED BY THE ACOUSTICAL SUBCONTRACTOR DOES NOT HAVE AN UNDERWRITER'S LABORATORY CLASSIFICATION OF ACOUSTICAL PERFORMANCE ON EVERY CARTON, SUBCONTRACTOR SHALL BE REQUIRED TO SEND MATERIAL FROM EVERY PRODUCTION RUN APPEARING ON THE JOB TO AN INDEPENDENT OR NVLAP APPROVED LABORATORY FOR TESTING, AT THE ARCHITECT'S OR OWNER'S DISCRETION. ALL PRODUCTS NOT CONFORMING TO MANUFACTURER'S CURRENT PUBLISHED VALUES MUST BE REMOVED, DISPOSED OF AND REPLACED WITH COMPLYING PRODUCT AT THE EXPENSE OF THE CONTRACTOR PERFORMING THE WORK. D. QUALITY ASSURANCE a. SINGLE-SOURCE RESPONSIBILITY: PROVIDE ACOUSTICAL PANEL UNITS AND GRID COMPONENTS BY A SINGLE MANUFACTURER. b. FIRE PERFORMANCE CHARACTERISTICS: IDENTIFY ACOUSTICAL CEILING COMPONENTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AND INSPECTING ORGANIZATION. c. SURFACE BURNING CHARACTERISTICS: AS FOLLOWS, TESTED PER ASTM E 84 AND COMPLYING WITH ASTM E 1264 CLASSIFICATION. d. FIRE RESISTANCE: AS FOLLOWS TESTED PER ASTM E119 AND LISTED IN THE APPROPRIATE FLOOR OR ROOF DESIGN IN THE UNDERWRITERS LABORATORIES FIRE RESISTANCE DIRECTORY e. ACOUSTICAL PANELS: AS WITH OTHER ARCHITECTURAL FEATURES LOCATED AT THE CEILING, MAY OBSTRUCT OR SKEW THE PLANNED FIRE SPRINKLER WATER DISTRIBUTION PATTERN THROUGH POSSIBLY DELAY OR ACCELERATE THE ACTIVATION OF THE SPRINKLER OR FIRE DETECTION SYSTEMS BY CHANNELING HEAT FROM A FIRE EITHER TOWARD OR AWAY FROM THE DEVICE. DESIGNERS AND INSTALLERS ARE ADVISED TO CONSULT A FIRE PROTECTION ENGINEER, NFPA 13, OR THEIR LOCAL CODES FOR GUIDANCE WHERE AUTOMATIC FIRE DETECTION AND SUPPRESSION SYSTEMS ARE PRESENT. f. COORDINATION OF WORK: COORDINATE ACOUSTICAL CEILING WORK WITH INSTALLERS OF RELATED WORK INCLUDING, BUT NOT LIMITED TO BUILDING INSULATION, GYPSUM BOARD, LIGHT FIXTURES, MECHANICAL SYSTEMS, ELECTRICAL SYSTEMS, AND SPRINKLERS. E. DELIVERY, STORAGE AND HANDLING a. DELIVER ACOUSTICAL CEILING UNITS TO PROJECT SITE IN ORIGINAL, UNOPENED PACKAGES AND STORE THEM IN A FULLY ENCLOSED SPACE WHERE THEY WILL BE PROTECTED AGAINST DAMAGE FROM MOISTURE, DIRECT SUNLIGHT, SURFACE CONTAMINATION, AND OTHER CAUSES. b. BEFORE INSTALLING ACOUSTICAL CEILING UNITS, PERMIT THEM TO REACH ROOM TEMPERATURE AND A STABILIZED MOISTURE CONTENT. c. HANDLE ACOUSTICAL CEILING UNITS CAREFULLY TO AVOID CHIPPING EDGES OR DAMAGED UNITS IN ANY WAY. F. PROJECT CONDITIONS a. SPACE ENCLOSURE: STANDARD CEILINGS: DO NOT INSTALL INTERIOR CEILINGS UNTIL SPACE IS ENCLOSED AND WEATHERPROOF; WET WORK IN PLACE IS COMPLETED AND NOMINALLY DRY; WORK ABOVE CEILINGS IS COMPLETE; AND AMBIENT CONDITIONS OF TEMPERATURE AND HUMIDITY ARE CONTINUOUSLY MAINTAINED AT VALUES NEAR THOSE INTENDED FOR FINAL OCCUPANCY. BUILDING AREAS TO RECEIVE CEILINGS SHALL BE FREE OF CONSTRUCTION DUST AND DEBRIS. H. MAINTENANCE a. EXTRA MATERIALS: DELIVER EXTRA MATERIALS TO OWNER. FURNISH EXTRA MATERIALS DESCRIBED BELOW THAT MATCH PRODUCTS INSTALLED. PACKAGED WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH APPROPRIATE LABELS. b. ACOUSTICAL CEILING UNITS: FURNISH QUALITY OF FULL-SIZE UNITS EQUAL TO 5.0 PERCENT OF AMOUNT INSTALLED. c. EXPOSED SUSPENSION SYSTEM COMPONENTS: FURNISH QUANTITY OF EACH EXPOSED SUSPENSION COMPONENT EQUAL TO 2.0 PERCENT OF AMOUNT INSTALLED. I. PRODUCTS a. MANUFACTURERS • CEILING PANELS, SUSPENSION SYSTEMS, PERIMETER SYSTEMS: 1. ARMSTRONG WORLD INDUSTRIES, INC. -VERIFY IN FIELD PRIOR TO BID K. ACOUSTICAL CEILING UNITS a. ACOUSTICAL PANELS -VERIFY IN FIELD PRIOR TO BID b. METAL SUSPENSION SYSTEMS -VERIFY IN FIELD PRIOR TO BID c. COMPONENTS: MAIN BEAMS AND CROSS TEES, BASE METAL AND END DETAIL, FABRICATED FROM COMMERCIAL QUALITY HOT DIPPED GALVANIZED STEEL COMPLYING WITH ASTM A 653. MAIN BEAMS AND CROSS TEES ARE DOUBLE-WEB STEEL CONSTRUCTION WITH TYPE EXPOSED FLANGE DESIGN. EXPOSED SURFACES CHEMICALLY CLEANSED, CAPPING PREFINISHED GALVANIZED STEEL IN BAKED POLYESTER PAINT. MAIN BEAMS AND CROSS TEES SHALL HAVE ROTARY STITCHING. d. STRUCTURAL CLASSIFICATION: ASTM C 635 HEAVY DUTY DUTY e. COLOR: WHITE AND MATCH THE ACTUAL COLOR OF THE SELECTED CEILING TILE, UNLESS NOTED OTHERWISE. f. SUSTAINABILITY: ENVIRONMETAL PRODUCT DECLARATION (EPD), HEALTH PRODUCT DECLARATION (HPD) g. ACCEPTABLE PRODUCT: PRELUDE XL 15/16" EXPOSED TEE AS MANUFACTURED BY ARMSTRONG WORLD INDUSTRIES h. ATTACHMENT DEVICES: SIZE FOR FIVE TIMES DESIGN LOAD INDICATED IN ASTM C 635, TABLE 1, DIRECT HUNG UNLESS OTHERWISE INDICATED. i. WIRE FOR HANGERS AND TIES: ASTM A 641, CLASS 1 ZINC COATING, SOFT ANNEALED, WITH A YIELD STRESS LOAD OF AT LEAST TIME THREE DESIGN LOAD, BUT NOT LESS THAN 12 GAUGE. • EDGE MOLDINGS AND TRIM: 1. 7800 -12' WALL MOLDING (NEW) L. EXAMINATION: DO NOT PROCEED WITH INSTALLATION UNTIL ALL WET WORK SUCH AS CONCRETE, TERRAZZO, PLASTERING AND PAINTING HAS BEEN COMPLETED AND THOROUGHLY DRIED OUT, UNLESS EXPRESSLY PERMITTED BY MANUFACTURER'S PRINTED RECOMMENDATIONS. (EXCEPTION: HUMIGUARD MAX CEILINGS) M. PREPARATION a. MEASURE EACH CEILING AREA AND ESTABLISH LAYOUT OF ACOUSTICAL UNITS TO BALANCE BORDER WIDTHS AT OPPOSITE EDGES OF EACH CEILING. AVOID USE OF LESS THAN HALF WIDTH UNITS AT BORDERS, AND COMPLY WITH REFLECTED CEILING PLANS. COORDINATE PANEL LAYOUT WITH MECHANICAL AND ELECTRICAL FIXTURES. b. COORDINATION: FURNISH LAYOUTS FOR PRESET INSERTS, CLIPS, AND OTHER CEILING ANCHORS WHOSE INSTALLATION IS SPECIFIED IN OTHER SECTIONS. c. FURNISH CONCRETE INSERTS AND SIMILAR DEVICES TO OTHER TRADES FOR INSTALLATION WELL IN ADVANCE OF TIME NEEDED FOR COORDINATION OF OTHER WORK. N. INSTALLATION a. FOLLOW MANUFACTURER INSTALLATION INSTRUCTIONS. b. INSTALL SUSPENSION SYSTEM AND PANELS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS, AND IN COMPLIANCE WITH ASTM C 636 AND WITH THE AUTHORITIES HAVING JURISDICTION. c. SUSPEND MAIN BEAM FROM OVERHEAD CONSTRUCTION WITH HANGER WIRES SPACED 4-0 ON CENTER ALONG THE LENGTH OF THE MAIN RUNNER. INSTALL HANGER WIRES PLUMB AND STRAIGHT. d. INSTALL WALL MOLDINGS AT INTERSECTION OF SUSPENDED CEILING AND VERTICAL SURFACES. MITER CORNERS WHERE WALL MOLDINGS INTERSECT OR INSTALL CORNER CAPS. e. FOR REVEAL EDGE PANELS: CUT AND REVEAL OR RABBET EDGES OF CEILING PANELS AT BORDER AREAS AND VERTICAL SURFACES. f. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENDED SYSTEM,WITH EDGES RESTING ON FLANGES OF MAIN RUNNER AND CROSS TEES. CUT AND FIT PANELS NEATLY AGAINST ABUTTING SURFACES. SUPPORT EDGES BY WALL MOLDINGS. O. ADJUSTING AND CLEANING a. REPLACE DAMAGED AND BROKEN PANELS. b. CLEAN EXPOSED SURFACES OF ACOUSTICAL CEILINGS, INCLUDING TRIM, EDGE MOLDINGS, AND SUSPENSION MEMBERS. COMPLY WITH MANUFACTURER'S INSTRUCTIONS FOR CLEANING AND TOUCH UP OF MINOR FINISH DAMAGE. REMOVE ANY CEILING PRODUCTS THAT CANNOT BE SUCCESSFULLY CLEANED AND OR REPAIRED. REPLACE WITH ATTIC STOCK OR NEW PRODUCT TO ELIMINATE EVIDENCE OF DAMAGE. c. BEFORE DISPOSING OF CEILINGS, CONTACT THE ARMSTRONG RECYCLING CENTER AT 877-276-7876, SELECT OPTION #1 THEN #8 TO REVIEW WITH A CONSULTANT THE CONDITION AND LOCATION OF BUILDING WHERE THE CEILINGS WILL BE REMOVED. THE CONSULTANT WILL VERIFY THE CONDITION OF THE MATERIAL AND THAT IT MEETS THE ARMSTRONG REQUIREMENTS FOR RECYCLING. THE ARMSTRONG CONSULTANT WITH PROVIDE ASSISTANCE TO FACILITATE THE RECYCLE OF THE CEILING. 9.5 RESILIENT WALL BASE AND ACCESSORIES A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. C. SUBMIT EXTRA STOCK EQUAL TO 2% OF TOTAL USED. D. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. PERFORMANCE: FIRE PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. F. RESILIENT WALL BASE: 1. MANUFACTURERS: AS SELECTED BY CONTRACTOR 2. STANDARD: ASTM F 1861. 3. TYPE: TP 4. HEIGHT: 2.5 INCHES. G. COMPLY WITH MANUFACTURER'S INSTRUCTIONS AND RECOMMENDATIONS. INSTALL IN PROPER RELATION TO ADJACENT WORK. H. INSTALL BASE AND ACCESSORIES TO MINIMIZE JOINTS. INSTALL BASE WITH JOINTS AS FAR FROM CORNERS AS PRACTICAL. I. CLEAN, POLISH, AND PROTECT. D.DELIVERY, STORAGE AND HANDLING A. GENERAL: COMPLY WITH REQUIREMENTS IN DIVISION 1 B. ORDERING: COMPLY WITH MANUFACTURER’S ORDERING AND LEAD-TIME REQUIREMENTS TO AVOID CONSTRUCTION DELAYS C. DELIVERY: DELIVER MATERIALS IN MANUFACTURER’S ORIGINAL, UNOPENED, UNDAMAGED CONTAINERS WITH IDENTIFICATION LABELS INTACT D. STORAGE AND PROTECTION: MATERIAL SHALL BE STORED IN AREAS THAT ARE ENCLOSED AND WEATHER TIGHT WITH THE PERMANENT HVAC SYSTEM SET AT A TEMPERATURE OF 65-85 DEGREES FAHRENHEIT (18° TO 29° CELSIUS) FOR A MINIMUM OF 48 HOURS PRIOR TO COMMENCEMENT OF INSTALLATION E.PROJECT CONDITIONS A. ENVIRONMENTAL REQUIREMENTS/CONDITIONS: IN ACCORDANCE WITH MANUFACTURER’S RECOMMENDATIONS, AREAS TO RECEIVE FLOOR COVERING SHALL BE CLEAN, FULLY ENCLOSED AND WEATHER TIGHT WITH PERMANENT HVAC SYSTEM SET TO 65-85 DEGREES FAHRENHEIT (18° TO 29° CELSIUS) FOR 48 HOURS BEFORE INSTALLATION, DURING INSTALLATION AND FOR 48 HOURS AFTER INSTALLATION B. THE TEMPERATURE OF THE SPACE SHALL BE KEPT AT A MINIMUM OF 50° FAHRENHEIT (10° CELSIUS) CONTINUALLY AFTER INSTALLATION. THE FLOOR COVERING MATERIAL AND ADHESIVE SHALL BE CONDITIONED IN THE SAME MANNER. EXISTING CONDITIONS: (SPECIFY EXISTING CONDITIONS AFFECTING PRODUCT USE AND INSTALLATION) C. EXISTING FLOOR SHALL BE CLEANED, PATCHED, REPAIRED, AND LEVELED AS REQUIRED PER MANUFACTURER -VERIFY FLOOR CONDITION IN FIELD PRIOR TO BID F.SEQUENCING AND SCHEDULING A. FINISHING OPERATIONS: INSTALL FLOOR COVERING AFTER FINISHING OPERATIONS; INCLUDING PAINTING AND CEILING OPERATIONS HAVE BEEN COMPLETED B. CONCRETE CURING AND DRYING: DO NOT INSTALL FLOOR COVERING OVER CONCRETE SUBSTRATES UNTIL SUBSTRATES HAVE CURED AND ARE DRY TO BOND WITH ADHESIVE AS DETERMINED IN TEST METHODS SPECIFIED IN ASTM F710 G.WARRANTY A. MANUFACTURER’S MATERIALS WARRANTY: SUBMIT, FOR OWNER’S ACCEPTANCE, MANUFACTURER’S STANDARD WARRANTY DOCUMENT B. MANUFACTURER’S WARRANTY IS IN ADDITION TO, AND NOT A LIMITATION OF, OTHER RIGHTS OWNER MAY HAVE UNDER CONTRACT DOCUMENTS. 1. TOTAL WARRANTY PERIOD: 12 YEAR LIMITED WARRANTY COMMENCING ON THE DATE OF SUBSTANTIAL COMPLETION. 2. FOR MATERIALS: 1 YEAR FROM DATE OF SUBSTANTIAL COMPLETION INCLUDING 100% LABOR COSTS 3. FOR SURFACE WEAR 12 YEARS FROM THE DATE OF SUBSTANTIAL COMPLETION INCLUDING PRO-RATED LABOR COSTS (SEE WARRANTY FOR DETAILS) H.MAINTENANCE A. EXTRA MATERIALS: DELIVER TO THE OWNER EXTRA MATERIALS AS THE PRODUCTS TO BE INSTALLED. ACKAGE PRODUCTS WITH PROTECTIVE COVERING OR IN ORIGINAL CARTONS AND IDENTIFY WITH DESCRIPTIVE LABELS. COMPLY WITH DIVISION 1 CLOSEOUT SUBMITTALS (MAINTENANCE MATERIALS) SECTION 1. QUANTITY: FURNISH QUANTITY OF FLOOR COVERING MATERIAL EQUAL TO 5% OF THE AMOUNT TO BE INSTALLED 2. DELIVERY, STORAGE AND PROTECTION: COMPLY WITH THE OWNER’S REQUIREMENTS FOR DELIVERY, STORAGE AND PROTECTION OF EXTRA MATERIALS B. MAINTENANCE OF FINISHED FLOOR COVERING SHALL BE ACCORDING TO MILLIKEN MAINTENANCE INSTRUCTIONS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. C. SEAMING LAYOUT: SUBMIT PROPOSED SEAMING LAYOUT. D. EXTRA STOCK: SUBMIT EXTRA STOCK EQUAL TO 2% OF TOTAL USED. E. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. PERFORMANCE: FIRE PERFORMANCE MEETING REQUIREMENTS OF BUILDING CODE AND LOCAL AUTHORITIES. G. CARPET MATERIAL: 1. MANUFACTURERS: AS SELECTED BY CONTRACTOR 2. MATERIAL: AS SELECTED. 3. INSTALLATION METHOD: DIRECT GLUE DOWN. 4. AUXILIARY MATERIALS: a. EDGE GUARDS. b. ADHESIVES, CEMENTS AND FASTENERS. c. LEVELING COMPOUND. H. COMPLY WITH RECOMMENDATIONS OF CARPET AND RUG INSTITUTE 'SPECIFIER'S HANDBOOK'. I. PREPARE SURFACES AND INSTALL MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. EXISTING FLOOR SHALL BE CLEANED, PATCHED, REPAIRED, AND LEVELED AS REQUIRED PER MANUFACTURER -VERIFY FLOOR CONDITION IN FIELD PRIOR TO BID J. INSTALL EDGE GUARDS AND REDUCER STRIPS AS REQUIRED; CLEAN AND PROTECT. 9.4 SHEET CARPET AND FLOOR PREPARATION 9.3 LUXURY VINYL TILE AND PLANK A.SECTION INCLUDES: SOLID VINYL FLOOR TILE B.SUBMITTALS A. PRODUCT DATA: SUBMIT PRODUCT DATA, INCLUDING MANUFACTURER’S SPECIFICATION SUMMARY SHEET FOR SPECIFIED PRODUCTS B. MANUFACTURERS CERTIFICATIONS: 1. PROVIDE MANUFACTURER’S FACTORY LOCATION FOR THE SPECIFIED PRODUCT(S) 2. PROVIDE ISO 9001 CERTIFICATION AND/OR 14001 CERTIFICATION C.SHOP DRAWINGS: SUBMIT SHOP DRAWINGS SHOWING LAYOUT, SEAMING DIAGRAM, FINISH COLORS, DESIGNS AND TEXTURES D.SAMPLES: SUBMIT 6”SELECTION AND VERIFICATION SAMPLES FOR FINISHES, COLORS, DESIGNS AND TEXTURES E.QUALITY ASSURANCE SUBMITTALS: SUBMIT THE FOLLOWING: 1.TEST REPORTS: CERTIFIED TEST REPORTS SHOWING COMPLIANCE WITH SPECIFIED PERFORMANCE CHARACTERISTICS AND PHYSICAL PROPERTIES C. QUALITY ASSURANCE A. REGULATORY REQUIREMENTS: a. FIRE PERFORMANCE CHARACTERISTICS: PROVIDE RESILIENT PLANK AND/OR TILE FLOORING WITH THE FOLLOWING FIRE PERFORMANCE CHARACTERISTICS AS DETERMINED BY TESTING IN ACCORDANCE WITH ASTM METHODS INDICATED BELOW BY A CERTIFIED TESTING LABORATORY OR TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION b. CRITICAL RADIANT FLUX CLASS 1 RATING PER ASTM E 648 c. SMOKE DENSITY; LESS THAN 450 PER ASTM E 662 B. SINGLE SOURCE RESPONSIBILITY: OBTAIN VINYL FLOOR COVERING AND ADHESIVE FROM A SINGLE SUPPLIER C. MANUFACTURER QUALIFICATIONS: 1. ISO 9001 CERTIFIED 2. ISO 14001 CERTIFIED 3. OHSAS 18001 CERTIFIED 4. AT LEAST TEN YEARS’ACTIVE EXPERIENCE IN THE MANUFACTURE AND MARKETING OF COMMERCIAL FLOORING D.INSTALLER QUALIFICATIONS: 1. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENCED IN PERFORMING WORK OF THIS SECTION WHO HAS SPECIALIZED IN INSTALLING WORK SIMILAR TO THAT REQUIRED FOR THIS PROJECT 2. AT LEAST FIVE YEARS’EXPERIENCE IN THE INSTALLATION OF RESILIENT FLOORING 3. EXPERIENCE ON AT LEAST FIVE PROJECTS OF SIMILAR SIZE, TYPE AND COMPLEXITY OF CURRENT PROJECT 4. EMPLOYER OF TRADESMEN FOR CURRENT PROJECT WHO ARE COMPETENT IN TECHNIQUES REQUIRED BY MANUFACTURER FOR RESILIENT FLOORING INSTALLATION INDICATED 9.6 PAINTING AND STAINING E. INSTALLER QUALIFICATIONS: A FIRM OR INDIVIDUAL EXPERIENCED IN APPLYING PAINTS AND COATINGS SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THOSE INDICATED FOR THIS PROJECT, WHOSE WORK HAS RESULTED IN APPLICATIONS WITH A RECORD OF SUCCESSFUL IN-SERVICE PERFORMANCE. F. PAINT EXPOSED SURFACES. IF A COLOR OF FINISH, OR A SURFACE IS NOT SPECIFICALLY MENTIONED, ARCHITECT WILL SELECT FROM STANDARD PRODUCTS, COLORS, AND SHEENS AVAILABLE. G. DO NOT PAINT PREFINISHED ITEMS, CONCEALED SURFACES, FINISHED METAL SURFACES, OPERATING PARTS, AND LABELS UNLESS INDICATED. H. DELIVERY: DELIVER MANUFACTURER'S UNOPENED CONTAINERS TO THE WORK SITE. PACKAGING SHALL BEAR THE MANUFACTURER'S NAME, LABEL, AND THE FOLLOWING LIST OF INFORMATION. 1. PRODUCT NAME, AND TYPE (DESCRIPTION). 2. APPLICATION AND USE INSTRUCTIONS. 3. SURFACE PREPARATION. 4. VOC CONTENT. 5. ENVIRONMENTAL HANDLING. 6. BATCH DATE. 7. COLOR NUMBER. I. STORAGE: STORE AND DISPOSE OF SOLVENT-BASED MATERIALS, AND MATERIALS USED WITH SOLVENT-BASED MATERIALS, IN ACCORDANCE WITH REQUIREMENTS OF LOCAL AUTHORITIES HAVING JURISDICTION.STORE MATERIALS IN AN AREA THAT IS WITHIN THE ACCEPTABLE TEMPERATURE RANGE, PER MANUFACTURER'S INSTRUCTIONS. PROTECT FROM FREEZING. J. HANDLING: MAINTAIN A CLEAN, DRY STORAGE AREA, TO PREVENT CONTAMINATION OR DAMAGE TO THE COATINGS. K. PROJECT CONDITIONS: MAINTAIN ENVIRONMENTAL CONDITIONS (TEMPERATURE, HUMIDITY, AND VENTILATION) WITHIN LIMITS RECOMMENDED BY MANUFACTURER FOR OPTIMUM RESULTS. DO NOT INSTALL PRODUCTS UNDER ENVIRONMENTAL CONDITIONS OUTSIDE MANUFACTURER'S RECOMMENDED LIMITS. L. EXTRA MATERIALS: FURNISH EXTRA PAINT MATERIALS FROM THE SAME PRODUCTION RUN AS THE MATERIALS APPLIED AND, IN THE QUANTITIES, DESCRIBED BELOW. PACKAGE WITH PROTECTIVE COVERING FOR STORAGE AND IDENTIFY WITH LABELS DESCRIBING CONTENTS. DELIVER EXTRA MATERIALS TO OWNER. FURNISH OWNER WITH AN ADDITIONAL ONE PERCENT OF EACH MATERIAL AND COLOR, BUT NOT LESS THAN 1 GAL (3.8 L) OR 1 CASE, AS APPROPRIATE. M. ACCEPTABLE MANUFACTURER: SHERWIN-WILLIAMS, WHICH IS LOCATED AT: 101 PROSPECT AVE.; CLEVELAND, OH 44115; ASD TOLL FREE TEL: 800-524-5979; TEL: 216-566-2000; FAX: 440-826-1989; EMAIL: REQUEST INFOSPECIFICATIONS@SHERWIN.COM; WEB:WWW.SWSPECS.COM. REQUESTS FOR SUBSTITUTIONS WILL BE CONSIDERED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 01 60 00 -PRODUCT REQUIREMENTS. N. INTERIOR PAINT AND COATING SYSTEMS: CONCRETE, METAL, WOOD, DRYWALL O. EXTERIOR PAINT AND COATING SYSTEMS: PLASTER, METAL, WOOD P. PAINT MATERIALS -GENERAL:UNLESS OTHERWISE INDICATED, PROVIDE FACTORY-MIXED COATINGS. WHEN REQUIRED, MIX COATINGS TO CORRECT CONSISTENCY IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS BEFORE APPLICATION.DO NOT REDUCE, THIN, OR DILUTE COATINGS OR ADD MATERIALS TO COATINGS UNLESS SUCH PROCEDURE IS SPECIFICALLY DESCRIBED IN MANUFACTURER'S PRODUCT INSTRUCTIONS. FOR OPAQUE FINISHES, TINT EACH COAT INCLUDING PRIMER COAT AND INTERMEDIATE COATS, ONE-HALF SHADE LIGHTER THAN SUCCEEDING COAT, WITH FINAL FINISH COAT AS BASE COLOR. OR FOLLOW MANUFACTURES PRODUCT INSTRUCTIONS FOR OPTIMAL COLOR CONFORMANCE. Q. PRIMERS: WHERE THE MANUFACTURER OFFERS OPTIONS ON PRIMERS FOR A PARTICULAR SUBSTRATE, USE A PRIMER CATEGORIZED AS "BEST" BY THE MANUFACTURER. R.COATING APPLICATION ACCESSORIES: PROVIDE ALL PRIMERS, SEALERS,CLEANING AGENTS, CLEANING CLOTHS, SANDING MATERIALS, AND CLEAN-UP MATERIALS REQUIRED, PER MANUFACTURER'S SPECIFICATIONS. S. COLOR: REFER TO FINISH SCHEDULE FOR PAINT COLORS, AND AS SELECTED. T. INTERIOR PAINT AND COATING SYSTEMS (LEED-V4 AND V4.1 NC/CI/CS COMPLIANT) A. WOOD: DOORS, AND TRIM. 1. LATEX SYSTEMS: A. SEMI -GLOSS FINISH: 1) 1ST COAT: S-W MULTI-PURPOSE INT./EXT PRIMER/SEALER, B51-450 (4 MILS. WET, 1.44 MILS. DRY PER COAT). 2) 2ND COAT: S-W PRO INDUSTRIAL ACRYLIC SEMI-GLOSS, B66-650 SERIES. 3) 3RD COAT: S-W PRO INDUSTRIAL ACRYLIC SEMI-GLOSS, B66-650 SERIES (2.0-4.0 MILS. DRY PER COAT). G. EXTERIOR COMPOSITION BOARD (HARDBOARD): SOME COMPOSITION BOARDS MAY EXUDE A WAXY MATERIAL THAT MUST BE REMOVED WITH A SOLVENT PRIOR TO COATING. WHETHER FACTORY PRIMED OR UNPRIMED, EXTERIOR COMPOSITION BOARD SIDING (HARDBOARD) MUST BE CLEANED THOROUGHLY AND PRIMED WITH AN ALKYD PRIMER. H. DRYWALL -EXTERIOR: MUST BE CLEAN AND DRY. ALL NAIL HEADS MUST BE SET AND SPACKLED. JOINTS MUST BE TAPED AND COVERED WITH A JOINT COMPOUND. SPACKLED NAIL HEADS AND TAPE JOINTS MUST BE SANDED SMOOTH, AND ALL DUST REMOVED PRIOR TO PAINTING. EXTERIOR SURFACES MUST BE SPACKLED WITH EXTERIOR GRADE COMPOUNDS. I. DRYWALL -INTERIOR: MUST BE CLEAN AND DRY. ALL NAIL HEADS MUST BE SET AND SPACKLED. JOINTS MUST BE TAPED AND COVERED WITH A JOINT COMPOUND. SPACKLED NAIL HEADS AND TAPE JOINTS MUST BE SANDED SMOOTH, AND ALL DUST REMOVED PRIOR TO PAINTING. J. GALVANIZED METAL: CLEAN PER SSPC-SP1 USING DETERGENT AND WATER OR A DEGREASING CLEANER TO REMOVE GREASES AND OILS. APPLY TO A TEST AREA, PRIMING AS REQUIRED. ALLOW THE COATING TO DRY AT LEAST ONE WEEK BEFORE TESTING. IF ADHESION IS POOR, BRUSH BLAST PER SSPC-SP16 IS NECESSARY TO REMOVE THESE TREATMENTS. K. PLASTER: MUST BE ALLOWED TO DRY THOROUGHLY FOR AT LEAST 30 DAYS BEFORE PAINTING UNLESS THE PRODUCTS ARE DESIGNED TO BE USED IN HIGH PH ENVIRONMENTS. ROOM MUST BE VENTILATED WHILE DRYING; IN COLD, DAMP WEATHER, ROOMS MUST BE HEATED. DAMAGED AREAS MUST BE REPAIRED WITH APPROPRIATE PATCHING MATERIAL. BARE PLASTER MUST BE CURED AND HARD. TEXTURED, SOFT, POROUS, OR POWDERY PLASTER SHOULD BE TREATED WITH A SOLUTION OF 1 PINT HOUSEHOLD VINEGAR TO 1 GALLON OF WATER. REPEAT UNTIL THE SURFACE IS HARD, RINSE WITH CLEAR WATER AND ALLOW TO DRY. L. STEEL: STRUCTURAL, PLATE, AND SIMILAR ITEMS: SHOULD BE CLEANED BY ONE OR MORE OF THE SURFACE PREPARATIONS DESCRIBED BELOW. THESE METHODS ARE USED THROUGHOUT THE WORLD FOR DESCRIBING METHODS FOR CLEANING STRUCTURAL STEEL. VISUAL STANDARDS ARE AVAILABLE THROUGH THE SOCIETY OF PROTECTIVE COATINGS. A BRIEF DESCRIPTION OF THESE STANDARDS TOGETHER WITH NUMBERS BY WHICH THEY CAN BE SPECIFIED FOLLOW. 1. SOLVENT CLEANING, SSPC-SP1: SOLVENT CLEANING IS A METHOD FOR REMOVING ALL VISIBLE OIL, GREASE, SOIL, DRAWING AND CUTTING COMPOUNDS, AND OTHER SOLUBLE CONTAMINANTS. SOLVENT CLEANING DOES NOT REMOVE RUST OR MILL SCALE. CHANGE RAGS AND CLEANING SOLUTION FREQUENTLY SO THAT DEPOSITS OF OIL AND GREASE ARE NOT SPREAD OVER ADDITIONAL AREAS IN THE CLEANING PROCESS. BE SURE TO ALLOW ADEQUATE VENTILATION. 2. HAND TOOL CLEANING, SSPC-SP2: HAND TOOL CLEANING REMOVES ALL LOOSE MILL SCALE, LOOSE RUST, AND OTHER DETRIMENTAL FOREIGN MATTER. IT IS NOT INTENDED THAT ADHERENT MILL SCALE, RUST, AND PAINT BE REMOVED BY THIS PROCESS. BEFOREHAND TOOL CLEANING, REMOVE VISIBLE OIL, GREASE, SOLUBLE WELDING RESIDUES, AND SALTS BY THE METHODS OUTLINED IN SSPC-SP1. 3. POWER TOOL CLEANING, SSPC-SP3: POWER TOOL CLEANING REMOVES ALL LOOSE MILL SCALE, LOOSE RUST, AND OTHER DETRIMENTAL FOREIGN MATTER. IT IS NOT INTENDED THAT ADHERENT MILL SCALE, RUST, AND PAINT BE REMOVED BY THIS PROCESS. BEFORE POWER TOOL CLEANING, REMOVE VISIBLE OIL, GREASE, SOLUBLE WELDING RESIDUES, AND SALTS BY THE METHODS OUTLINED IN SSPC-SP1. 4. WHITE METAL BLAST CLEANING, SSPC-SP5 OR NACE 1: A WHITE METAL BLAST CLEANED SURFACE, WHEN VIEWED WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE, DIRT, DUST, MILL SCALE, RUST, PAINT, OXIDES, CORROSION PRODUCTS, AND OTHER FOREIGN MATTER. BEFORE BLAST CLEANING, VISIBLE DEPOSITS OF OIL OR GREASE SHALL BE REMOVED BY ANY OF THE METHODS SPECIFIED IN SSPC-SP1 OR OTHER AGREED UPON METHODS. 5. COMMERCIAL BLAST CLEANING, SSPC-SP6 OR NACE 3: A COMMERCIAL BLAST CLEANED SURFACE, WHEN VIEWED WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE, DIRT, DUST, MILL SCALE, RUST, PAINT, OXIDES, CORROSION PRODUCTS, AND OTHER FOREIGN MATTER, EXCEPT FOR STAINING. STAINING SHALL BE LIMITED TO NO MORE THAN 33 PERCENT OF EACH SQUARE INCH OF SURFACE AREA AND MAY CONSIST OF LIGHT SHADOWS, SLIGHT STREAKS, OR MINOR DISCOLORATION CAUSED BY STAINS OF RUST, STAINS OF MILL SCALE, OR STAINS OF PREVIOUSLY APPLIED PAINT. BEFORE BLAST CLEANING, VISIBLE DEPOSITS OF OIL OR GREASE SHALL BE REMOVED BY ANY OF THE METHODS SPECIFIED IN SSPC-SP1 OR OTHER AGREED UPON METHODS. 6. BRUSH-OFF BLAST CLEANING, SSPC-SP7 OR NACE 4: A BRUSH-OFF BLAST CLEANED SURFACE, WHEN VIEWED WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE, DIRT, DUST, LOOSE MILL SCALE, LOOSE RUST, AND LOOSE PAINT. TIGHTLY ADHERENT MILL SCALE, RUST, AND PAINT MAY REMAIN ON THE SURFACE. BEFORE BLAST CLEANING, VISIBLE DEPOSITS OF OIL OR GREASE SHALL BE REMOVED BY ANY OF THE METHODS SPECIFIED IN SSPC-SP 1 OR OTHER AGREED UPON METHODS. 7. POWER TOOL CLEANING TO BARE METAL, SSPC-SP11: METALLIC SURFACES THAT ARE PREPARED ACCORDING TO THIS SPECIFICATION, WHEN VIEWED WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE,DIRT, DUST, MILL SCALE, RUST, PAINT, OXIDE CORROSION PRODUCTS, AND OTHER FOREIGN MATTER. SLIGHT RESIDUES OF RUST AND PAINT MAY BE LEFT IN THE LOWER PORTIONS OF PITS IF THE ORIGINAL SURFACE IS PITTED. PRIOR TO POWER TOOL SURFACE PREPARATION, REMOVE VISIBLE DEPOSITS OF OIL OR GREASE BY ANY OF THE METHODS SPECIFIED IN SSPC-SP1, SOLVENT CLEANING, OR OTHER AGREED UPON METHODS. 8. NEAR-WHITE BLAST CLEANING, SSPC-SP10 OR NACE 2: A NEAR WHITE BLAST CLEANED SURFACE, WHEN VIEWED WITHOUT MAGNIFICATION, SHALL BE FREE OF ALL VISIBLE OIL, GREASE, DIRT, DUST, MILL SCALE, RUST, PAINT, OXIDES, CORROSION PRODUCTS, AND OTHER FOREIGN MATTER, EXCEPT FOR STAINING. STAINING SHALL BE LIMITED TO NO MORE THAN 5 PERCENT OF EACH SQUARE INCH OF SURFACE AREA AND MAY CONSIST OF LIGHT SHADOWS, SLIGHT STREAKS, OR MINOR DISCOLORATION CAUSED BY STAINS OF RUST, STAINS OF MILL SCALE, OR STAINS OF PREVIOUSLY APPLIED PAINT. BEFORE BLAST CLEANING, VISIBLE DEPOSITS OF OIL OR GREASE SHALL BE REMOVED BY ANY OF THE METHODS SPECIFIED IN SSPC-SP1 OR OTHER AGREED UPON METHODS. 9. HIGH-AND ULTRA-HIGH PRESSURE WATER JETTING FOR STEEL AND OTHER HARD MATERIALS: SSPC-SP12 OR NACE 5: THIS STANDARD PROVIDES REQUIREMENTS FOR THE USE OF HIGH-AND ULTRA-HIGH PRESSURE WATER JETTING TO ACHIEVE VARIOUS DEGREES OF SURFACE CLEANLINESS. THIS STANDARD IS LIMITED IN SCOPE TO THE USE OF WATER ONLY WITHOUT THE ADDITION OF SOLID PARTICLES IN THE STREAM. 10. WATER BLASTING, SSPC-SP12/NACE NO. 5: REMOVAL OF OIL GREASE DIRT, LOOSE RUST, LOOSE MILL SCALE, AND LOOSE PAINT BY WATER AT PRESSURES OF 2,000 TO 2,500 PSI AT A FLOW OF 4 TO 14 GALLONS PER MINUTE. M. VINYL SIDING, ARCHITECTURAL PLASTICS, EIFS AND FIBERGLASS: CLEAN VINYL SIDING THOROUGHLY BY SCRUBBING WITH A WARM, SOAPY WATER SOLUTION. RINSE THOROUGHLY. DO NOT PAINT VINYL SIDING WITH ANY COLOR DARKER THAN THE ORIGINAL COLOR UNLESS THE PAINT SYSTEM FEATURES SHERWIN-WILLIAMS VINYLSAFE TECHNOLOGY. PAINTING WITH DARKER COLORS THAT ARE NOT SHERWIN-WILLIAMS VINYLSAFE MAY CAUSE SIDING TO WARP. FOLLOW ALL PAINTING GUIDELINES OF THE VINYL MANUFACTURER WHEN PAINTING. ONLY PAINT PROPERLY INSTALLED VINYL SIDING. DEVIATING FROM THE MANUFACTURER'S PAINTING GUIDELINES MAY CAUSE THE WARRANTY TO BE VOIDED. N. STUCCO: MUST BE CLEAN AND FREE OF ANY LOOSE STUCCO. IF RECOMMENDED PROCEDURES FOR APPLYING STUCCO ARE FOLLOWED, AND NORMAL DRYING CONDITIONS PREVAIL, THE SURFACE MAY BE PAINTED IN 30 DAYS. THE PH OF THE SURFACE SHOULD BE BETWEEN 6 AND 9 UNLESS THE PRODUCTS ARE DESIGNED TO BE USED IN HIGH PH ENVIRONMENTS SUCH AS LOXON. O. WOOD: MUST BE CLEAN AND DRY. PRIME AND PAINT AS SOON AS POSSIBLE. KNOTS AND PITCH STREAKS MUST BE SCRAPED, SANDED, AND SPOT PRIMED BEFORE A FULL PRIMING COAT IS APPLIED. PATCH ALL NAIL HOLES AND IMPERFECTIONS WITH A WOOD FILLER OR PUTTY AND SAND SMOOTH. Z. INSTALLATION: A. APPLY ALL COATINGS AND MATERIALS WITH THE MANUFACTURER'S SPECIFICATIONS IN MIND. MIX AND THIN COATINGS ACCORDING TO MANUFACTURER'S RECOMMENDATIONS. B. DO NOT APPLY IT TO WET OR DAMP SURFACES. WAIT AT LEAST 30 DAYS BEFORE APPLYING TO NEW CONCRETE OR MASONRY. OR FOLLOW MANUFACTURER'S PROCEDURES TO APPLY APPROPRIATE COATINGS PRIOR TO 30 DAYS. TEST NEW CONCRETE FOR MOISTURE CONTENT. WAIT UNTIL WOOD IS FULLY DRY AFTER RAIN OR MORNING FOG OR DEW. C. APPLY COATINGS USING METHODS RECOMMENDED BY MANUFACTURER. D. UNIFORMLY APPLY COATINGS WITHOUT RUNS, DRIPS, OR SAGS, WITHOUT BRUSH MARKS, AND WITH CONSISTENT SHEEN. E. APPLY COATINGS AT SPREADING RATE REQUIRED TO ACHIEVE THE MANUFACTURERS RECOMMENDED DRY FILM THICKNESS. F. REGARDLESS OF THE NUMBER OF COATS SPECIFIED, APPLY AS MANY COATS AS NECESSARY FOR COMPLETE HIDE, AND UNIFORM APPEARANCE. G. INSPECTION: THE COATED SURFACE MUST BE INSPECTED AND APPROVED BY THE ARCHITECT JUST PRIOR TO THE APPLICATION OF EACH COAT. AA. PROTECTION: PROTECT FINISHED COATINGS FROM DAMAGE UNTIL COMPLETION OF PROJECT. TOUCH-UP DAMAGED COATINGS AFTER SUBSTANTIAL COMPLETION, FOLLOWING MANUFACTURER'S RECOMMENDATION FOR TOUCH UP OR REPAIR OF DAMAGED COATINGS. REPAIR ANY DEFECTS THAT WILL HINDER THE PERFORMANCE OF THE COATINGS. 12 FURNISHINGS A. PROVIDE INTERIOR SIGNAGE PER ALL LOCAL AND STATE CODE REQUIREMENTS, INCLUDING ROOM IDENTIFICATION. B. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. C. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. D. SAMPLES: SUBMIT TWO REPRESENTATIVE SAMPLES OF EACH MATERIAL SPECIFIED INDICATING VISUAL CHARACTERISTICS AND FINISH. INCLUDE RANGE SAMPLES IF VARIATION OF FINISH IS ANTICIPATED. E. QUALITY ASSURANCE: COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. F. MATERIALS -VERIFY EXISTING SYSTEM IN FIELD AND MATCH FOR ALL NEW SIGNAGE TYPE: UNFRAMED. MATERIAL: PLASTIC. LETTERING: RAISED G.INSTALL MATERIALS AND SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPROVED SUBMITTALS. INSTALL MATERIALS AND SYSTEMS IN PROPER RELATION WITH ADJACENT CONSTRUCTION AND WITH UNIFORM APPEARANCE. COORDINATE WITH WORK OF OTHER SECTIONS. H.RESTORE DAMAGED FINISHES. CLEAN AND PROTECT WORK FROM DAMAGE. 12.1 INTERIOR SIGNAGE 8.3 HOLLOW METAL DOORS & FRAMES PART 1 GENERAL 1.1 SUMMARY A. PROVIDE STEEL DOORS AND FRAMES. 1.2 SUBMITTALS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. 1.3 QUALITY ASSURANCE A. COMPLY WITH GOVERNING CODES AND REGULATIONS. PROVIDE PRODUCTS OF ACCEPTABLE MANUFACTURERS, WHICH HAVE BEEN IN SATISFACTORY USE IN SIMILAR SERVICE FOR THREE YEARS. USE EXPERIENCED INSTALLERS. DELIVER, HANDLE, AND STORE MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. B. STANDARDS: ANSI/SDI-100, RECOMMENDED SPECIFICATIONS FOR STANDARD STEEL DOORS AND FRAMES. C. PERFORMANCE STANDARDS: THERMAL-RATED ASSEMBLIES AT EXTERIOR: ASTM C 236 OR ASTM C 976. PART 2 PRODUCTS 2.1 MATERIALS A. EXTERIOR STEEL DOORS: 1. MANUFACTURERS: AS SELECTED BY GENERAL CONTRACTOR 2. MATERIAL: MINIMUM 16 GAUGE GALVANIZED STEEL SHEET. 3. DOOR THICKNESS: 1-3/4 INCHES, THERMALLY INSULATED. 4. FINISH: FACTORY PRIMED AND FIELD PAINTED. 5. ACCESSORIES: C. SILENCERS. B. EXTERIOR STEEL FRAMES: 1. TYPE: KNOCKDOWN. 2. FINISH: FACTORY PRIMED AND FIELD PAINTED. PART 3 EXECUTION 3.1 INSTALLATION A. FABRICATE WORK TO BE RIGID, NEAT AND FREE FROM SEAMS, DEFECTS, DENTS, WARP, BUCKLE, AND EXPOSED FASTENERS. INSTALL DOORS AND FRAMES IN COMPLIANCE WITH SDI-100, NFPA 80, AND REQUIREMENTS OF AUTHORITIES HAVING JURISDICTION. B. PROVIDE THERMALLY IMPROVED DOORS WITH MAXIMUM U-VALUE OF 0.24 BTU/HR./SQ. FT. DEGREE F (ASTM C 236) FOR ALL EXTERIOR DOORS AND ELSEWHERE AS NOTED. C. PROVIDE ACOUSTICALLY IMPROVED DOORS WITH MINIMUM STC OF 33 (ASTM E 90 AND ASTM E 413) WHERE INDICATED. D. HARDWARE: PREPARE DOORS AND FRAMES TO RECEIVE HARDWARE ON FINAL SCHEDULE. PROVIDE FOR 3 SILENCERS ON SINGLE DOORFRAMES; 2 ON DOUBLE DOORFRAMES. E. SHOP FINISH: CLEAN, TREAT AND PRIME PAINT ALL WORK WITH RUST-INHIBITING PRIMER COMPARABLE WITH FINISH PAINT SPECIFIED IN DIVISION 9 SECTION. PROVIDE ASPHALT EMULSION SOUND DEADENING COATING ON CONCEALED FRAME INTERIORS. F. TOUCH-UP DAMAGED COATINGS READY TO RECEIVE FINISH PAINTING. 9.0 FINISHES 8.2 INTERIOR SOLID WOOD DOORS A. PRODUCT DATA: SUBMIT MANUFACTURER'S PRODUCT DATA AND INSTALLATION INSTRUCTIONS FOR EACH MATERIAL AND PRODUCT USED. B. SHOP DRAWINGS: SUBMIT SHOP DRAWINGS INDICATING MATERIAL CHARACTERISTICS, DETAILS OF CONSTRUCTION, CONNECTIONS, AND RELATIONSHIP WITH ADJACENT CONSTRUCTION. C. WARRANTY: SUBMIT MANUFACTURER'S STANDARD WARRANTY. INCLUDE LABOR AND MATERIALS TO REPAIR OR REPLACE DEFECTIVE MATERIALS. 1. WARRANTY PERIOD: LIFE OF INSTALLATION D. OPERATION AND MAINTENANCE DATA: SUBMIT MANUFACTURER'S OPERATION AND MAINTENANCE DATA, INCLUDING OPERATING INSTRUCTIONS, LIST OF SPARE PARTS AND MAINTENANCE SCHEDULE. E. QUALITY STANDARDS: AWI'S 'ARCHITECTURAL WOODWORK STANDARDS. F. INTERIOR FLUSH WOOD DOORS: 1.TYPE: SOLID CORE. 2.THICKNESS: 1-3/4 INCHES THICK. 4.FRAMES: HOLLOW METAL. 5.FACE: PAINT-GRADE MDF AT ALL PAINTED DOORS; WOOD VENEER TO MATCH EXISTING ADJACENT AT ALL WOOD VENEER DOORS - VERIFY SPEC IN FIELD PRIOR TO BID 6.FINISH: SEE DOOR SCHEDULE G. COMPLY WITH NWMA I.S. 1A AND SPECIFIED QUALITY STANDARD. H.PREFIT DOORS TO FRAMES. PREMACHINE DOORS FOR HARDWARE LISTED ON FINAL SCHEDULES. FACTORY BEVEL DOORS. I. INSTALL DOORS WITH NOT MORE THAN 1/8 INCH CLEARANCE AT TOP AND SIDES, 1/4 INCH AT BOTTOM. COMPLY WITH NFPA 80 FOR RATED ASSEMBLIES. J. ADJUST, CLEAN, AND PROTECT. AH: ADJUSTMENT, CLEANING, AND DEMONSTRATING: PRIOR TO FINAL ADJUSTMENTS, THE HVAC SYSTEM MUST BE COMPLETED AND BALANCED. TEST THAT ALL OPENINGS MEET ANSI A117.1 FOR CLOSER OPENING PRESSURE, CLOSING SPEED, LATCHING, AND HARDWARE OPERATING FORCES. REPLACE ITEMS THAT CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY OR AS INTENDED FOR APPLICATION. PRIOR TO FINAL WALK-THROUGH INSPECTION, CLEAN ADJACENT SURFACES SOILED BY HARDWARE INSTALLATION. CLEAN FINISH HARDWARE PER MANUFACTURER’S INSTRUCTIONS AFTER FINAL ADJUSTMENTS HAVE BEEN MADE. REMOVE ALL PROTECTION AND REPLACE ITEMS THAT CANNOT BE CLEANED TO MANUFACTURER’S LEVEL OF FINISH QUALITY. DEMONSTRATION AND TRAINING WILL BE CONDUCTED AS PER THE FOLLOWING SESSIONS. ALL SESSIONS WILL BE RECORDED AND TURNED OVER TO THE OWNER FOR FUTURE USE. 1. HARDWARE MAINTENANCE: CONDUCT A TRAINING CLASS FOR BUILDING MAINTENANCE PERSONNEL DEMONSTRATING THE ADJUSTMENT, OPERATION, AND MAINTENANCE OF ALL HARDWARE. SPECIAL TOOLS FOR FINISH HARDWARE TO BE TURNED OVER AND DEMONSTRATED USAGE AT THE MEETING. 2. KEY CONTROL SYSTEM: TRAIN THE OWNER’S DESIGNATED REPRESENTATIVE ON THE KEY CONTROL SYSTEM DEMONSTRATING THE PERMANENT FILE KEYS, DUPLICATE LOANER KEYS, KEY RECEIPTS, KEY ENVELOPES, KEY CHANGE IDENTIFICATION SHEETS, BITTING LISTS, TAGS, AND LABELS. WHEN KEY MANAGEMENT SOFTWARE IS PROVIDED TRAINING WILL BE PROVIDED FOR THE SETUP AND USAGE OF THE SOFTWARE. AI: PROTECTION: LEAVE MANUFACTURER’S PROTECTIVE FILM INTACT AND, PROTECT EXIT DEVICES, LOCKS, AND SURFACE MOUNTED HARDWARE WITH KRAFT PAPER OR BUBBLE WRAP. COVER FIRE LABELS AT PAINTED PRODUCTS THAT BEAR A LABEL WITH MAGNETIC OR MASKING TAPE. KEEP PROTECTION IN PLACE UNTIL TIME OF FINAL CLEANING AND ADJUSTMENT. AJ: HARDWARE SET SCHEDULE: DOOR HARDWARE ITEMS HAVE BEEN PLACED IN SETS WHICH ARE INTENDED TO BE A GUIDE OF DESIGN, GRADE, QUALITY, FUNCTION, OPERATION, AND PERFORMANCE. REVIEW PRODUCTS THAT MAY REQUIRE MOUNTING ACCESSORIES TO MEET DOOR, FRAME, AND SWING CONDITIONS AS THESE FINAL DETAILS VARY FROM MANUFACTURER TO MANUFACTURER AND PROVIDE AS REQUIRED. WHERE ADDITIONAL ITEMS OF HARDWARE ARE REQUIRED FOR COMPLETION OF THE WORK, A WRITTEN STATEMENT OF SUCH OMISSION, ERROR, OR OTHER DISCREPANCY IS REQUIRED TO BE SUBMITTED TO THE ARCHITECT, PRIOR TO BID DATE FOR CLARIFICATION VIA AN ADDENDUM. ABBREVIATIONS LISTED BELOW DO NOT APPEAR IN THE MANUFACTURER’S LITERATURE, FOR ANY OTHER ABBREVIATIONS REFER TO MANUFACTURER’S LITERATURE: a. LDW = LESS THAN DOOR WIDTH b. LAR = LENGTH AS REQUIRED c. QTY = QUANTITY d. CTC = CENTERLINE TO CENTERLINE e. BTB = BACK-TO-BACK MOUNTING. AK: HARDWARE SCHEDULE - SEE DOOR SCHEDULE AB. LATCH PROTECTORS A. LATCH PROTECTORS OF ONE MANUFACTURER AS LISTED FOR CONTINUITY OF DESIGN AND CONSIDERATION OF WARRANTY. B.STANDARDS: MANUFACTURER TO BE LISTED BY THE FOLLOWING: AUXILIARY HARDWARE: ANSI/BHMA A156.16. C. DESIGN: 1. 12-GAUGE STEEL, STAINLESS STEEL MATERIAL. 2. SIZE: 3” X 11”. 3. NON-HANDED. 4. FRAME PIN PREVENTS PRYING OF DOOR. 5. USE WITH 1-3/4” THICK DOOR. 6. USE WITH CYLINDRICAL LOCKSETS WITH A 2-3/4” BACKSET AT EXTERIOR OUT-SWINGING DOORS. 7. FASTENERS: TWO 5/16-20 X 1-1/2” CARRIAGE BOLTS WITH SEX NUTS. AC. SILENCERS A. WHERE SMOKE, LIGHT, OR WEATHER SEAL ARE NOT REQUIRED, PROVIDE THREE SILENCERS PER SINGLE DOOR FRAME, TWO PER DOUBLE DOOR FRAME AND FOUR PER DUTCH DOOR FRAME. B.PRODUCTS TO BE CERTIFIED AND LISTED BY THE FOLLOWING: 1. AUXILIARY HARDWARE: ANSI/BHMA A156.16 AD: APPEARANCE OF FINISHED WORK: VARIATIONS IN APPEARANCE OF ABUTTING OR ADJACENT PIECES ARE ACCEPTABLE IF WITHIN RANGE OF APPROVED SAMPLES. NOTICEABLE VARIATIONS IN THE SAME PIECE ARE NOT ACCEPTABLE. VARIATIONS IN APPEARANCE OF OTHER COMPONENTS ARE ACCEPTABLE IF THEY ARE WITHIN RANGE OF APPROVED SAMPLES. COMPLY WITH BASE MATERIAL AND FINISH REQUIREMENTS INDICATED BY ANSI/BHMA A156.18 DESIGNATIONS IN HARDWARE SCHEDULE. AE: EXAMINATION: EXAMINE DOORS AND FRAMES, WITH INSTALLERS PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR INSTALLATION TOLERANCES, LABELED FIRE-RATED CONSTRUCTION, WALL AND FLOOR CONSTRUCTION, AND OTHER CONDITIONS AFFECTING PERFORMANCE. WHERE HARDWARE WILL BE INSTALLED DIRECTLY ON WALLS INSPECT APPLICATIONS FOR BLOCKING MATERIAL OF SUFFICIENT TYPE AND SIZE FOR HARDWARE. WHERE EXISTING PRODUCTS WILL BE REUSED, EXAMINE EXISTING DOOR AND FRAME SIZES, PREPS, SWINGS, RATINGS, AND COMPARE TO THE SPECIFIED HARDWARE FOR COMPATIBILITY AND FUNCTIONALITY. THE HARDWARE SET SPECIFIED SHOULD ACT AS GUIDE FOR DESIGN AND FUNCTION. PROVIDE FILLER PLATES AS NEEDED TO FILL AND REPAIR EXISTING MATERIALS. TEST ANY EXISTING TO REMAIN HARDWARE FOR FUNCTIONALITY AND VISUALLY INSPECT FOR DAMAGE. NOTE ANY DEFECTIVE OR DAMAGED PRODUCTS AS WELL AS NOTING ANY CODE DEFICIENCIES AND SUBMIT ISSUES AND ESTIMATED COSTS FOR DIRECTION OF HOW TO PROCEED WITH REPAIR OR REPLACEMENT. NOTIFY ARCHITECT VIA A PREPARED WRITTEN REPORT AND ENDORSED BY INSTALLER OF ANY DISCREPANCIES BETWEEN THE DOOR SCHEDULE, DOOR TYPES, DRAWINGS, AND SCHEDULED HARDWARE. LIST CONDITIONS DETRIMENTAL TO APPLICATION, TO THE PROPER AND TIMELY COMPLETION OF THE WORK AND PERFORMANCE OF THE HARDWARE. PROCEED ONLY AFTER SUCH DISCREPANCIES OR CONFLICTS HAVE BEEN RESOLVED IN WRITING. AF: INSTALLATION: INSTALL HARDWARE USING MANUFACTURERS’ RECOMMENDED FASTENERS AND INSTALLATION INSTRUCTIONS, AT HEIGHT LOCATIONS AND CLEARANCE TOLERANCES THAT COMPLY WITH: 1. NFPA 80 2. NFPA 105 3. ICC/ANSI A117.1 4. DHI PUBLICATION – INSTALLATION GUIDE FOR DOORS AND HARDWARE 5. APPROVED SHOP DRAWINGS 6. APPROVED HARDWARE SCHEDULE INSTALL SOFFIT MOUNTED GASKETS PRIOR TO OTHER SOFFIT MOUNTED HARDWARE ENSURING A CONTINUOUS SEAL AROUND THE PERIMETER OF THE OPENING WITHOUT CUTTING OR NOTCHING. LOCATE SURFACE MOUNTED DOOR CLOSERS ON STAIRWELL SIDE OF STAIR DOORS, INTERIOR SIDE OF EXTERIOR OPENINGS, OR ON THE ROOM SIDE OF OPENINGS, UNLESS IT IS A STERILE ROOM. LOCATE WALL MOUNTED BUMPER TO CONTACT THE OPERATING TRIM. VERIFY THAT PUSHBUTTONS OF LOCKSETS DO NOT CONTACT THE STOP AND INADVERTENTLY LOCK THE DOOR. MOUNT ARMOR, MOP, AND KICK PLATES FLUSH WITH THE BOTTOM OF THE DOOR AND CENTERED HORIZONTALLY ON THE DOOR. NOTCH THRESHOLDS WITH NO LARGER THAN A 1/32-INCH GAP MATCHING THE FRAME PROFILE. SET IN A FULL BED OF SEALANT COMPLYING WITH REQUIREMENTS SPECIFIED IN DIVISION 07 SECTION “JOINT SEALANTS” FORMING A TIGHT SEAL BETWEEN THRESHOLD AND MOUNTING SURFACE. CAULK AND SEAL THE ENTIRE PERIMETER TO PREVENT WATER LEAKAGE. REMOVE EXCESS SEALANTS IMMEDIATELY AND CLEAN THE AREA THOROUGHLY. DO NOT INSTALL SURFACE MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON SUBSTRATES INVOLVED. SET UNIT LEVEL, PLUMB AND TRUE TO LINE LOCATION. AG: FIELD QUALITY CONTROL: SCHEDULE A FINAL WALK THROUGH TO INSPECT HARDWARE INSTALLATION TEN (10) BUSINESS DAYS BEFORE FINAL ACCEPTANCE OF THE OWNER. VISUALLY INSPECT FOR PROPER FASTENERS AND VERIFY THAT DOORS OPEN, CLOSE, LATCH PROPERLY, AND THAT OPENINGS ARE INSTALLED TO MEET NFPA 80 AND ANSI A117.1 REQUIREMENTS. CORRECT DEFICIENCIES, INCLUDING MISSING HARDWARE IMMEDIATELY. PROVIDE A WRITTEN REPORT DETAILING DISCREPANCIES OF EACH OPENING WITHIN FIVE (5) BUSINESS DAYS OF THE WALK THROUGH. PRIOR TO RECEIVING CERTIFICATE OF OCCUPANCY HAVE DOORS INSPECTED BY A CERTIFIED FIRE AND EGRESS DOOR ASSEMBLY INSPECTOR (CFDAI), AS CERTIFIED BY INTERTEK (ITS), SUBMIT A WRITTEN REPORT TO THE OWNER AND CONTRACTOR. DOORS FAILING INSPECTION MUST BE ADJUSTED, MODIFIED, OR REPLACED TO BE WITHIN APPROPRIATE CODE REQUIREMENTS WITHOUT DELAY. B. DRYWALL: WALLS, CEILINGS, GYPSUM BOARD, AND SIMILAR ITEMS. 1. LATEX SYSTEMS: A. EG-SHEL / SATIN FINISH (EVERYWHERE UNO): 1) 1ST COAT: S-W PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W2600 (4 MILS. WET, 1.5 MILS. DRY PER COAT). 2) 2ND COAT: S-W PROMAR 200 ZERO VOC LATEX EG-SHEL, B20-2600 SERIES. 3) 3RD COAT: S-W PROMAR 200 ZERO VOC LATEX EG-SHEL, B20-2600 SERIES (4 MILS. WET, 1.7 MILS. DRY PER COAT). B. EG-SHEL FINISH SCUFF RESISTANT WATERBASE ENAMEL (AT YOUTH ROOM): 1) 1ST COAT: SHERWIN-WILLIAMS PROMAR 200 ZERO VOC INTERIOR LATEX PRIMER, B28W2600 (4 MILS. WET, 1.5 MILS. DRY PER COAT). 2) 2ND COAT: SHERWIN-WILLIAMS SCUFF TUFF INT. WATERBASED ENAMEL, EG-SHEL, S24-150 SERIES. 3) 3RD COAT: SHERWIN-WILLIAMS SCUFF TUFF INT. WATERBASED ENAMEL, EG-SHEL, S24-150 SERIES (4 MILS. WET, 1.2 MILS. DRY PER COAT). C. METAL: MISCELLANEOUS AND ORNAMENTAL IRON, STRUCTURAL IRON, AND FERROUS METAL. 1. LATEX SYSTEMS: A. EG-SHEL / SATIN FINISH HIGH PERFORMANCE: 1) 1ST COAT: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-1310 SERIES (5.0 MILS. WET, 2.0 MILS. DRY PER COAT). 2) 2ND COAT: S-W PRO INDUSTRIAL ACRYLIC EG-SHEL, B66-660 SERIES. 3) 3RD COAT: S-W PRO INDUSTRIAL ACRYLIC EG-SHEL, B66-660 SERIES (2.0-4.0 MILS. DRY PER COAT). V. EXTERIOR PAINT AND COATING SYSTEMS A. METAL 1. ALKYD SYSTEMS; WATERBASED: A. SEMI-GLOSS FINISH (VERIFY / MATCH FINISH OF METAL PANELS : 1) 1ST COAT: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-1310 SERIES (5.0 MILS. WET, 2.0 MILS. DRY PER COAT). 2) 2ND COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI-GLOSS, B53-1150 SERIES. 3) 3RD COAT: S-W PRO INDUSTRIAL WATERBASED ALKYD URETHANE ENAMEL SEMI-GLOSS, B53-1150 SERIES (4.0-5.0 MILS. WET, 1.4 -1.7 MILS. DRY PER COAT). B. CONCRETE 1. LATEX SYSTEMS: A. SATIN FINISH: 1) 1ST COAT: S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES. 2) 2ND COAT: S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES. 3) 3RD COAT: S-W A-100 EXTERIOR LATEX SATIN, A82 SERIES (4.0 MILS. WET, 1.5 MILS. DRY PER COAT). X. EXAMINATION: DO NOT BEGIN INSTALLATION UNTIL THE SUBSTRATES HAVE BEEN PROPERLY PREPARED; NOTIFY ARCHITECT OF UNSATISFACTORY CONDITIONS BEFORE PROCEEDING. IF SUBSTRATE PREPARATION IS THE RESPONSIBILITY OF ANOTHER INSTALLER, NOTIFY ARCHITECT OF UNSATISFACTORY PREPARATION BEFORE PROCEEDING. PROCEED WITH WORK ONLY AFTER CONDITIONS HAVE BEEN CORRECTED AND APPROVED BY ALL PARTIES, OTHERWISE APPLICATION OF COATINGS WILL BE CONSIDERED AS AN ACCEPTANCE OF SURFACE CONDITIONS. PREVIOUSLY PAINTED SURFACES: VERIFY THAT EXISTING PAINTED SURFACES DO NOT CONTAIN LEAD BASED PAINTS, NOTIFY ARCHITECT IMMEDIATELY IF LEAD BASED PAINTS ARE ENCOUNTERED. Y. SURFACE PREPARATION: A. GENERAL: SURFACES SHALL BE DRY AND IN SOUND CONDITION. REMOVE OIL, DUST, DIRT, LOOSE RUST, PEELING PAINT, OR OTHER CONTAMINATION TO ENSURE GOOD ADHESION. 1. PRIOR TO ATTEMPTING TO REMOVE MILDEW, IT IS RECOMMENDED TO TEST ANY CLEANER ON A SMALL, INCONSPICUOUS AREA PRIOR TO USE. BLEACH AND BLEACHING TYPE CLEANERS MAY DAMAGE OR DISCOLOR EXISTING PAINT FILMS. BLEACH ALTERNATIVE CLEANING SOLUTIONS ARE ADVISED. 2. REMOVE MILDEW BEFORE PAINTING BY WASHING WITH A SOLUTION OF 1 PART LIQUID HOUSEHOLD BLEACH AND 3 PARTS OF WARM WATER. APPLY SOLUTION AND SCRUB THE MILDEWED AREA. ALLOW SOLUTION TO REMAIN ON THE SURFACE FOR 10 MINUTES. RINSE THOROUGHLY WITH CLEAN WATER AND ALLOW THE SURFACE TO DRY BEFORE PAINTING. WEAR PROTECTIVE GLASSES OR GOGGLES, WATERPROOF GLOVES, AND PROTECTIVE CLOTHING. QUICKLY WASH OFF ANY OF THE MIXTURE THAT COMES IN CONTACT WITH YOUR SKIN. DO NOT ADD DETERGENTS OR AMMONIA TO THE BLEACH/WATER SOLUTION. 3. REMOVE ITEMS INCLUDING BUT NOT LIMITED TO THERMOSTATS, ELECTRICAL OUTLETS, SWITCH COVERS AND SIMILAR ITEMS PRIOR TO PAINTING. AFTER COMPLETING PAINTING OPERATIONS IN EACH SPACE OR AREA, REINSTALL ITEMS REMOVED USING WORKERS SKILLED IN THE TRADES INVOLVED. 4. NO EXTERIOR PAINTING SHOULD BE DONE IMMEDIATELY AFTER A RAIN, DURING FOGGY WEATHER, WHEN RAIN IS PREDICTED, OR WHEN THE TEMPERATURE IS BELOW 50 DEGREES F (10 DEGREES C), UNLESS PRODUCTS ARE DESIGNED SPECIFICALLY FOR THESE CONDITIONS. ON LARGE EXPANSES OF METAL SIDING, THE AIR, SURFACE, AND MATERIAL TEMPERATURES MUST BE 50 DEGREES F (10 DEGREES F) OR HIGHER TO USE LOW TEMPERATURE PRODUCTS. B. ALUMINUM: REMOVE ALL OIL, GREASE, DIRT, OXIDE, AND OTHER FOREIGN MATERIAL BY CLEANING PER SSPC-SP1, SOLVENT CLEANING. D. CONCRETE, SSPC-SP13 OR NACE 6: THIS STANDARD GIVES REQUIREMENTS FOR SURFACE PREPARATION OF CONCRETE BY MECHANICAL, CHEMICAL, OR THERMAL METHODS PRIOR TO THE APPLICATION OF BONDED PROTECTIVE COATING OR LINING SYSTEMS. THE REQUIREMENTS OF THIS STANDARD ARE APPLICABLE TO ALL TYPES OF CEMENTITIOUS SURFACES INCLUDING CAST-IN-PLACE CONCRETE FLOORS AND WALLS, PRECAST SLABS, MASONRY WALLS, AND SHOTCRETE SURFACES. AN ACCEPTABLE PREPARED CONCRETE SURFACE SHOULD BE FREE OF CONTAMINANTS, LAITANCE, LOOSELY ADHERING CONCRETE, AND DUST, AND SHOULD PROVIDE A SOUND, UNIFORM SUBSTRATE SUITABLE FOR THE APPLICATION OF PROTECTIVE COATING OR LINING SYSTEMS. E. CEMENT COMPOSITION SIDING/PANELS: REMOVE ALL SURFACE CONTAMINATION BY WASHING WITH AN APPROPRIATE CLEANER, RINSE THOROUGHLY AND ALLOW TO DRY. EXISTING PEELED OR CHECKED PAINT SHOULD BE SCRAPED AND SANDED TO A SOUND SURFACE. PRESSURE CLEAN, IF NEEDED, WITH A MINIMUM OF 2100 PSI PRESSURE TO REMOVE ALL DIRT, DUST, GREASE, OIL, LOOSE PARTICLES, LAITANCE, FOREIGN MATERIAL, AND PEELING OR DEFECTIVE COATINGS. ALLOW THE SURFACE TO DRY THOROUGHLY. THE PH OF THE SURFACE SHOULD BE BETWEEN 6 AND 9 UNLESS THE PRODUCTS ARE DESIGNED TO BE USED IN HIGH PH ENVIRONMENTS. F. COPPER AND STAINLESS STEEL: REMOVE ALL OIL, GREASE, DIRT, OXIDE, AND OTHER FOREIGN MATERIAL BY CLEANING PER SSPC-SP 2, HAND TOOL CLEANING. A. PRODUCT DATA: FOR EACH PAINT SYSTEM INDICATED, INCLUDING. 1. PRODUCT CHARACTERISTICS. 2. SURFACE PREPARATION INSTRUCTIONS AND RECOMMENDATIONS. 3. PRIMER REQUIREMENTS AND FINISH SPECIFICATION. 4. STORAGE AND HANDLING REQUIREMENTS AND RECOMMENDATIONS. 5. APPLICATION METHODS. B. SELECTION SAMPLES: FOR COLORS NOT SPECIFIED, SUBMIT A COMPLETE SET OF COLOR CHIPS THAT REPRESENT THE FULL RANGE OF MANUFACTURER'S PRODUCTS, COLORS, AND SHEENS AVAILABLE. C. VERIFICATION SAMPLES: FOR EACH FINISHED PRODUCT SPECIFIED, SUBMIT SAMPLES THAT REPRESENT THE ACTUAL PRODUCT, COLOR, AND SHEEN. D. COATING MAINTENANCE MANUAL: UPON CONCLUSION OF PROJECT, THE CONTRACTOR OR PAINT MANUFACTURER/SUPPLIER SHALL FURNISH A COATING MAINTENANCE MANUAL, SUCH AS SHERWIN-WILLIAMS, "CUSTODIAN PROJECT COLOR AND PRODUCT INFORMATION" REPORT OR EQUAL. MANUAL SHALL INCLUDE AN AREA SUMMARY WITH FINISH SCHEDULE, AREA DETAIL DESIGNATING WHERE EACH PRODUCT/COLOR/FINISH WAS USED, PRODUCT DATA PAGES, MATERIAL SAFETY DATA SHEETS, CARE AND CLEANING INSTRUCTIONS, TOUCH-UP PROCEDURES, AND COLOR SAMPLES OF EACH COLOR AND FINISH USED. F.SUBMIT THE FOLLOWING: a. MAINTENANCE DATA: MAINTENANCE DATA FOR INSTALLED PRODUCTS IN ACCORDANCE WITH DIVISION 1 SECTIONS. INCLUDE METHODS FOR MAINTAINING INSTALLED PRODUCTS, AND PRECAUTIONS AGAINST CLEANING MATERIALS AND METHODS DETRIMENTAL TO FINISHES AND PERFORMANCE b. WARRANTY: WARRANTY DOCUMENTS SPECIFIED HEREIN c. QUALIFICATION DATA 1. FOR A QUALIFIED RESILIENT FLOORING INSTALLER SPECIFIED HEREIN C. SUBMITTALS a. PRODUCT DATA: SUBMIT MANUFACTURER'S TECHNICAL DATA FOR EACH TYPE OF ACOUSTICAL CEILING UNIT AND SUSPENSION SYSTEM REQUIRED. b. SAMPLES: MINIMUM 6 INCH X 6 INCH SAMPLES OF SPECIFIED ACOUSTICAL PANEL; 8 INCH LONG SAMPLES OF EXPOSED WALL MOLDING AND SUSPENSION SYSTEM, INCLUDING MAIN RUNNER AND 4 FOOT CROSS TEES. c. ACOUSTICAL CERTIFICATIONS: MANUFACTURER'S CERTIFICATIONS THAT PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS, INCLUDING LABORATORY REPORTS SHOWING COMPLIANCE WITH SPECIFIED TESTS AND STANDARDS. FOR ACOUSTICAL PERFORMANCE, EACH CARTON OF MATERIAL MUST CARRY AN APPROVED INDEPENDENT LABORATORY CLASSIFICATION OF NRC, CAC, AND AC. 8.1 DOOR HARDWARE (CONTINUED) M. STEVEN CAMP C-18,407 JUN. 30, 2027 RENEWAL DATESTATEOFCALIFORNIA LICENSED A RCHITECT PROJECT ARCHITECT: PROJECT MANAGER: DRAWN BY: PROJECT NUMBER: All ideas, designs and plans indicated or represented by these drawings are owned by and are the property of Elements Architecture, Inc. and were created and developed for use in connection with the specified project. None of such ideas, designs, or plans shall be used for any purpose whatsoever without the written permission of Elements Architecture. Elements Architecture, Inc. PROJECT NAME: NO.DESCRIPTION DATE M. Steven Camp, AIA Scott Holland, AIA PROJECT ADDRESS: SHELLEY MACDONALD EA SHELLEY MACDONALD STAMPED/SIGNED: 04/08/2026 4/ 9 / 2 0 2 6 7 : 5 2 : 5 7 A M 21.105 TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 A9.3 SPECIFICATIONS COMPASS BIBLE CHURCH, TUSTIN SANTA ANA BRANCH CIRCUIT SIGNAL LIGHTING & LIGHTING CONTROLS ANNOTATIONS POWERGENERAL NOTES ELECTRICAL SHEET INDEX: DEMO GENERAL NOTES FIRE ALARM SYSTEM TITLE 24 ACCEPTANCE TESTING PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA RE G I STERED PROF E S S IONAL ENGI NE ER ELECT R ICAL No. E-21025R Y AN JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 MANDATORY MEASURES ELECTRICAL SCOPE OF WORK: STANDARD CONSTRUCTION NOTES: ABBREVIATIONS E0.1 LEGEND, SCHDULES, GENERAL NOTES AND ABBREVIATIONS PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 E0.2 DETAILS AND SCHEDULES RECEPTACLE VOLTAGE DROP CALCULATIONS 1 INSTALLATION OF UNDERGROUND CONDUITS 3 ROOF TOP GFCI MOUNTING DETAIL 6 TRAPEZE SUPPORT DETAIL 4 LIGHT FIXTURE SUPPORT DETAIL 5 SYSTEM GROUNDING DETAIL 7 WORKING AND DEDICATED SPACE DETAIL 2 PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 ﾰ Disclaimer ﾰﾰﾰ General System Notes ﾰﾰﾰﾰﾰﾰﾰﾰ nLight System Notes ﾰ nLIGHT SYSTEM RISERGENERAL LIGHTING CONTROL NOTES 13 4 2 nLIGHT TYPICAL ROOM WIRING nLIGHT SYMBOLS E0.3 LIGHTING CONTROL DETAILS UP UP UP UP UP 1 98765423 A B C (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A (E) ELECT 127 HALLWAY 123 PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G ISTERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 GENERAL NOTES DEMO LEGEND E2.1 ELECTRICAL FIRST FLOOR LIGHTING PLAN ELECTRICAL FIRST FLOOR LIGHTING PLAN N LIGHTING FIXTURE SCHEDULE PLAN NOTES WH FD FD UP UP UP UP UP 1 98765423 A B C (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A (E) ELECT 127 HALLWAY 123 PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 PLAN NOTES POWER PLAN GENERAL NOTES SIGNAL PLAN GENERAL NOTES ELECTRICAL FIRST FLOOR POWER PLAN N DEMO LEGEND E3.1 ELECTRICAL FIRST FLOOR POWER PLAN 1 98765423 A B C PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G ISTERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 PLAN NOTES ROOF PLAN GENERAL NOTES ELECTRICAL ROOF PLAN N DEMO LEGEND E3.3 ELECTRICAL ROOF PLAN PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI N E ER ELECT R ICAL No. E-21025R Y A N JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 LOAD SUMMARY "MSB" E4.1 SINGLE LINE DIAGRAMS AND PANEL SCHEDULES SHEET NOTESSINGLE LINE GENERAL NOTESGENERAL PANEL SCHEDULE NOTES SPECIFIC PANEL NOTES DEMO LEGEND PANEL SCHEDULES SINGLE LINE DIAGRAM PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA RE G I STERED PROF E S S IONAL ENGI NE ER ELECT R ICAL No. E-21025R Y AN JOS E PH GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 E5.1 ELECTRICAL SPECIFICATIONS PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER ELECT R ICAL No. E-21025R Y A N JOS E P H GA L A ZExp. 03/31/27 SIGNED ON: 03-30-2026 E6.1 TITLE 24 COMPLIANCE PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CA L IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAKI T T IExp. 09-30-27 SIGNED ON: 03-30-2026 MECHANICAL SHEET INDEX: CAL GREEN GENERAL NOTES ABBREVIATIONS FIRE EXTINGUISHING SYSTEM NOTES STANDARD CONSTRUCTION NOTES: MECHANICAL SCOPE OF WORK: LEGEND:GENERAL NOTES ANNOTATIONS ROOFTOP HEATPUMP A/C UNITS M0.1 LEGEND, SCHEDULES, GENERAL NOTES AND ABBREVIATIONS A/C CONDENSATE DRAIN 2 MANUAL VOLUME DAMPERS 3 DUCT MOUNTED SIDEWALL REGISTER 4 CEILING DIFFUSER 10 HEAT PUMP MOUNTING DETAIL 9 SUPPLY AIR SIDEWALL REGISTER WITH OBD 15 DETAIL 16 REDUCING WYE 6 LOCKING DAMPER QUADRANT 1 WOOD JOIST HANGERS 5 REDUCER 8 FLEXIBLE DUCT CONNECTION 12 HEMMED "S" SLIP 7 DRIVE SLIP 11 TAP-IN BRANCH 14 WOOD JOIST HANGERS 18 SHORT RADIUS 90° ELBOW 13 TRUSS JOIST HANGERS 17 TRUSS JOIST HANGERS 20 TRUSS JOIST HANGERS 19 DUCT HANGERS 24 DUCT HANGERS 23 DETAIL 21 DETAIL 22 PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAK I T T IExp. 09-30-27 SIGNED ON: 03-30-2026 12" MIN. M0.2 MECHANICAL DETAILS UP UP UP UP UP 1 98765423 A B C PLAN NOTES PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAK I T T IExp. 09-30-27 SIGNED ON: 03-30-2026 DEMO LEGEND MECHANICAL DEMO FIRST FLOOR PLAN N M2.0 MECHANICAL DEMO FIRST FLOOR PLAN UP UP UP UP UP 1 98765423 A B C (E) LOBBY 101 (E) HALLWAY 102 (E) MEETING ROOM 103 (E) MEETING ROOM 104 (E) MEETING ROOM 105 (E) MEETING ROOM 106 STORAGE 107 (E) VOID 108 (E) OFFICE 109 (E) I.T. ROOM 110 (E) MEETING ROOM 111 (E) LUNCH ROOM 112 (E) MEETING ROOM 113 (E) JAN 114 (E) RR 115 (E) RR 116 NURSERY 117 NURSERY 118 (E) LOBBY 119 (E) AUDITORIUM 120 (E) STORAGE 121 (E) STORAGE 122 YOUTH 124 STORAGE 125 (E) YOUTH 126 (E) F.R. 104A (E) ELECT 127 HALLWAY 123 PLAN NOTES PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAK I T T IExp. 09-30-27 SIGNED ON: 03-30-2026 DEMO LEGEND MECHANICAL FIRST FLOOR PLAN N M2.1 MECHANICAL FIRST FLOOR PLAN 1 98765423 A B C PLAN NOTES PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAK I T T IExp. 09-30-27 SIGNED ON: 03-30-2026 DEMO LEGEND M3.1 MECHANICAL ROOF PLAN MECHANICAL ROOF PLAN N ADD ALTERNATE NOTE PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA RE G I STERED PROF E S S IONAL ENGI NE ER MECHA N ICAL No. M35663S A NYA PHA T CHARAKI T T IExp. 09-30-27 SIGNED ON: 03-30-2026 M4.1 MECHANICAL SPECIFICATIONS PROJECT NAME: NO.DESCRIPTION DATE PROJECT ADDRESS: TENANT IMPROVEMENT (PHASE 3) 2909 DAIMLER STREET SANTA ANA, CA 92705 COMPASS BIBLE CHURCH, TUSTIN SANTA ANA P.O. BOX 6390 La Quinta, CA 92248 Website | www.mepesg.com PLAN CHECK CORRECTIONS 03-29-26 STATE OF CAL IFORNIA R E G I STERED PROF E S S IONAL ENGI N E ER MECHA N ICAL No. M35663S A NYA PHA T CHARAKI T T IExp. 09-30-27 SIGNED ON: 03-30-2026 M5.1 MECHANICAL TITLE 24 COMPLIANCE THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE WORK AND OBTAIN ALL NECESSARY LICENSES AND PERMITS. 1. 2. A.B. ANCHOR BOLT ABV. ABOVE BAR. REINF. BAR BD. BOARD BLK'G. BLOCKING BLW. BELOW BM. BEAM B.N. BOUNDARY NAIL B.O.B BOTTOM OF BEAM BOTT. BOTTOM B.W. BOTH WAYS CANT.CANTILEVER CJ. CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DBL. DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER (E) EXISTING E.W. EACH WAY E.J. EXPANSION JOINT E.N. EDGE NAIL EQ. EQUAL E.O.R. ENGINEER OF RECORD F.G. FINISH GRADE F.J. FLOOR JOIST FL. FLUSH F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS GA. GAUGE GALV. GALVANIZED ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT OR ENGINEER OF RECORD (E.O.R.) FOR CLARIFICATIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, PLUMBING, MECHANICAL, CIVIL AND ELECTRICAL DRAWINGS AS TO ALL LAYOUTS, DIMENSIONS AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 3. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE E.O.R SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. 4. ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS & PRIOR TO PROCEEDING WITH THE WORK. 5. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED. 7. SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED TO MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIER, ARE AS SPECIFIED BY ARCHITECT/WATER PROOFING CONSULTANT. 8. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOT REFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS OF THE CONSTRUCTION. 9. UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BE USED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES". 10. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR E.O.R SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS. 11. DESIGN CRITERIA GENERAL NOTES TYPICAL ABBREVIATIONS GLB. GLUE-LAMINATED BEAM GR.BM.GRADE BEAM GWB. GYPSUM WALLBOARD HI. HIGH HDR. HEADER HFX HARDY FRAME HORIZ.HORIZONTAL INFO. INFORMATION K.P. KING POST LT.WT.LIGHT WEIGHT L.V.L. LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT MANUF.MANUFACTURER (N) NEW N.G. NATURAL GRADE O/C ON CENTER P.J. POUR JOINT PSL. PARALLAM BEAM PLWD.PLYWOOD P.T. PRESSURE TREATED REINF.REINFORCING REQ'D REQUIRED RR. ROOF RAFTER T.O.B TOP OF BEAM UNO.UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD F.H. FULL HEIGHT A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 90 ksi FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. C. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9 FOOT PANELS SHALL BE APPLIED VERTICALLY. D. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON CHAPTER 23. E. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH. F. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. G. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. H.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. I. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. FOR NON-SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALL WITH ROUND WASHERS AND SHOULD CONFORM WITH ANSI/ASME B 18.22.1. USE MIN. 1 3/8" Ø X 7/64" THICK WASHER FOR 1/2" Ø BOLT, 1 3/4" Ø X 9/64" THICK WASHER FOR 5/8" Ø BOLT AND 2 1/2" Ø X 11/64" THICK WASHER FOR 1" Ø BOLT. U.N.O. NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND EDGE AND END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED OF A DIAMETER SMALLER THAN THAT OF THE NAILS. ALL NAILS SHALL BE SINKER NAILS AND STAGGERED U.N.O., EXCEPT AS SHOWN IN NAILING SCHEDULE. STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES SHALL BE IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D3737, OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. MEMBERS SHALL BE MARKED WITH THE ENGINEERED WOOD SYSTEM APA EWS TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE AND MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE MANUFACTURER OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE TO THE FIELD INSPECTOR PRIOR TO INSTALLATION. ALL NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE REQUIREMENTS. FRAMING PLAN IS ONLY SHOWING FOR THE MAIN STRUCTURAL ELEMENTS IN ACCORDANCE WITH BUILDING CODE OR REQUIREMENTS ARE SPECIFIED OR REQUIRED BY THE LOCAL JURISDICTION. ALL CEILING JOISTS ARE TO BE 2x JOISTS. REFER TO FRAMING FOR ACTUAL SIZE AND SPACING. USE 5/8" DIA. X MIN. 12" ANCHOR BOLTS W/ MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 48" O.C. MAX. FOR SILL PLATE TO FOUNDATION UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE. A BOLT BETWEEN 6" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS CUT OUT OVER ONE-THIRD OF CROSS SECTION. FOR INTERIOR NON-SHEAR WALLS USE SIMPSON 0.157"Ø SERIES PDPAWL SHOT PINS WITH A PENETRATION OF 11/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC-ES EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: ALL WALLS SHALL BE CONSTRUCTED USING 2x STUDS @ 16" O.C. REFER TO FRAMING PLANS FOR ACTUAL STUD SIZE AND SPACING. TYPICAL UNBLOCKED DIAPHRAGM, UNO ON PLANS4. 5. HOT DIP GALVANIZED FASTENERS SUCH AS (BUT NOT LIMITED TO) NAILS, SCREWS, BOLTS, THREADED ROD, ETC., SHALL BE USED WHEN IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY WALL WITH 5/8" DIAMETER X 8" A307 BOLTS AT TOP, MID-HEIGHT AND BOTTOM. FRAMING MEMBER BEAMS/ POST/ RAFTERS & ALL OTHER STRUCTURAL FRAMING 2x FRAMING: #2 DF 4x FRAMING: #2 DF 6x FRAMING: #1 DF 8x FRAMING: #1 DF STUDS DFL STUD GRADE (UP TO 9'-0") DFL #2 (TALLER THAN 9'-0") TOP PLATES & MUD SILLS DFL CONSTRUCTION GRADE OR BETTER ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR-LARCH SPECIES, (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF CONSTRUCTION U.N.O.). FRAMING MEMBER BEAM/ HEADERS SIZE (WIDTH)Fb Fc perp F Fv Ft Ec parallel TYPE MATERIAL RIM BOARD 3 1/2" & WIDER 1 3/4" & 2 5/8" WIDE 1 1/4" THICK (MIN) 3100 PSI 2800 PSI 1750 PSI 750 PSI 525 PSI 285 PSI 285 PSI 225 PSI 2150 PSI 2150 PSI 1100 PSI 2.0E6 PSI 3000 PSI 2500 PSI (MIN) SPEC CAMBER CONDITION LVL LVL LVL 24F-V4 24F-V8 2400 PSI 1850 PSI Fb @ BOT @ TOP Fb Fv (MIN) E (MIN) 265 PSI 2.0E6 PSI 1.3E6 PSI 1.8E6 PSI1600' RADIUS, UNO SINGLE SPAN 2400 PSI 2400 PSI 265 PSI 1.8E6 PSI1600' RADIUS, UNO ALL OTHERS NAIL SIZE 8d COMMON 10d COMMON 16d COMMON 0.131"2 1/2" 0.148" 0.162" 3" 3 1/2" SPECIFICATION SAWN LUMBER1. STRUCTURAL COMPOSITE LUMBER2. GLUED LAMINATED LUMBER3. 750 PSI 3000 PSI SHANK DIAMETER LENGTH ROOF FLOOR SHEATHING APA RATED SHEATHING 15/32 PERFORMANCE CATEGORY 32/16 EXPOSURE 1 NAILING 8d's @ 6" B.N. 8d's @ 6" E.N. 8d's @ 12" F.N. APA RATED STURD-I-FLOOR 23/32 PERFORMANCE CATEGORY 24" OC EXPOSURE 1 10d's @ 6" B.N. 10d's @ 6" E.N. 10d's @ 12" F.N. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTENERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472) FOR SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL. ALL METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS. 1. 2. 3. 4. SILL PLATE SHALL BE PRESSURE-TREATED AND UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 6. 7. 8. 10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE HAVE DOUBLE TOP PLATES LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-0". HOLES IN WOOD MEMBERS FOR BOLTS SHALL BE THE NOMINAL BOLT DIAMETER PLUS 1/16". LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER. I-JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER OR EQUIVALENT APPROVED ICC MANUFACTURED PRODUCT. 9. WOOD COLUMNS SHALL HAVE SOLID VERTICAL BLOCKING THROUGH THE FLOORS TO THE SUPPORT BELOW. FOR WALLS 10'-0" AND GREATER PROVIDE BLOCKING AT MID-HEIGHT FOR CONSTRUCTION STABILITY. ALL WALLS SHALL HAVE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, UNO. ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY, OR EXPOSED TO THE EXTERIOR SHALL BE TREATED LUMBER. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND SOLID BLOCKING BENEATH ALL WALLS PERPENDICULAR TO JOISTS. WOOD NAILERS: UNO. ON PLANS AND DETAILS, WHERE WOOD MEMBERS ARE TO BE CONNECTED TO STEEL ELEMENTS, OR WHERE WOOD NAILERS CONNECTED TO STEEL MEMBERS ARE NEEDED FOR PROPER INSTALLATION OF FINISH MATERIALS, AS A MINIMUM PROVIDE WOOD NAILERS AS SPECIFIED BELOW WITH 5/8"Ø WELDED THREADED STUDS @ 24" O.C.: A. WOOD NAILERS NEEDED ONLY FOR INSTALLATION OF FINISH MATERIAL: 2X WOOD NAILERS, COUNTERSINKING OF THREADED STUDS BOLT IS ACCEPTABLE IF NEEDED FOR FLUSH INSTALLATION OF FINISH MATERIAL. B. WOOD NAILERS NEEDED TO SUPPORT OTHER WOOD ELEMENTS: 2X OR 3X WOOD NAILERS WITH OR WITHOUT COUNTERSINKING OF THREADED STUDS BOLT RESPECTIVELY. 1. 2. 3. 4. 5. 6. 7. 8. 9. 12. 10. 13. 14. WOOD SCREWS SHALL BE TURNED, NOT DRIVEN, INTO LEAD HOLES. SOAP OR OTHER LUBRICANTS SHALL BE PERMITTED AS NEEDED TO FACILITATE THE INSERTION AND PREVENT DAMAGE OF THE WOOD SCREW. LEAD SCREWS SHALL BE ABOUT 7/8 THE DIAMETER OF THE SCREW. THE MINIMUM PENETRATION OF WOOD SCREWS SHALL BE 10 TIMES THE SCREW DIAMETER OR 1.5", WHICHEVER IS GREATER. PENETRATION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 15. 11. 16. 17. NAILING & HARDWARE WOOD FRAMING WOOD (MIN)(MIN)(MIN)(MIN)(MIN) ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS OR DETAILS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT, U.N.O. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH APPROVED ICC REPORTS. NOTIFY E.O.R FOR ANY POTENTIAL SUBSTITUTION PRIOR TO COMMENCING WORK. 18. - ALL SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL BE C-D OR C-C SHEATHING CONFORMING TO CBC 2303.1.5. 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 2. CEILING JOISTS TO TOP PLATE 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER 5. COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"X20 GA.RIDGE STRAP TO RAFTER 6. RAFTER OR ROOF TRUSS TO TOP PLATE 7. ROOF RAFTERS TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 3-8d COMMON 3-16d COMMON PER TABLE 2308.11.3.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER TOE NAIL FACE NAIL FACE NAIL EACH RAFTER (2) TOE NAILS ON ONE SIDE AND (1) TOE NAIL ON OPP. SIDE OF EACH RAFTER OR TRUSS 3-8d COMMON PER JOIST, TOE NAIL 3-10d COMMON FACE NAIL 3-10d COMMON 3-10d COMMON TOE NAIL SPACING AND LOCATION ROOF WALL 8. STUD TO STUD(NOT AT BRACED WALL PANELS) 16d COMMON 24" o.c. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS ( AT BRACED WALL PANELS) 16" o.c. FACE NAIL16d COMMON 10. BUILT-UP HEADER( 2" TO 2" HEADER WITH 1/2" SPACER) 16d COMMON 16" o.c. FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON TOE NAIL 12. TOP PLATE TO TOP PLATE 16d COMMON 16" o.c. FACE NAIL 13. DOUBLE TOP PLATE SPLICE 8-16d COMMON FACE NAIL ON EA. SIDE OF END JOINT (MINIMUM 24" LAP SPLICE LENGTH EA. SIDE OF END JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(NOT AT BRACED WALL PANELS) 16d COMMON 15. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(AT BRACED WALL PANELS) 2-16d COMMON 20. 1"x8" AND WIDER SHEATHING TO EACH BEARING. FACE NAIL 19. 1"x 6" SHEATHING TO EACH BEARING. 2-8d COMMON FACE NAIL 18. 1" BRACE TO EACH STUD AND PLATE. 2-8d COMMON FACE NAIL 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS. 2-16d COMMON FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD. 2-16d COMMON NAILING SCHEDULE END NAIL 3-8d COMMON 16" o.c. FACE NAIL 16" o.c. FACE NAIL 21. JOIST TO SILL, TOP PLATE OR GIRDER. 3-8d COMMON TOE NAIL 22. RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON 6" o.c. TOE NAIL 23. 1"x6" SUBFLOOR OR LESS TO EACH JOIST. 2-8d COMMON FACE NAIL 24. 2" SUBFLOOR TO JOIST OR GIRDER.2-16d COMMON BLIND AND FACE NAIL 25. 2" PLANKS (PLANK & BEAM-FLOOR & ROOF). AT EACH BEARING, FACE NAIL. 26. BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS. 20d COMMON 32" O.C. FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES. AND: 2-20d COMMON FACE NAIL AT ENDS AND AT EACH SPLICE. 27. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS.3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL 29. BRIDGING OR BLOCKING TO JOIST. 2-8d COMMON EACH END, TOE NAIL 2-16d COMMON 28. BAND OR RIM JOIST TO JOIST.3-16d COMMON END NAIL PROJECT DESIGN CRITERIA BUILDING CODE 2025 CBC OCCUPANCY CATEGORY III GEOTECHNICAL ENGINIEER ASSUMED - CH. 18 MINIMUMS REPORT NUMBER N/A DATE N/A ALLOWABLE SOIL BEARING PRESSURE 1500 PSF GEOTECHNICAL PARAMETERS VERTICAL (GRAVITY) DESIGN PARAMETERS: (PSF) (LIVE LOADS ARE REDUCIBLE, U.N.O.) Dead Roof live Snow Live 20 20 -Roof COEFFICIENT OF FRICTION - CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318 AND ACI 301 EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. PORLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE II, U.N.O. THE CONCRETE COMPRESSIVE STRENGTH (28 DAYS), f'c=3000 a. ALL LOCATIONS, U.N.O: MIN 3000 PSI, (W/C = 0.45) SPECIAL INSPECTION IS REQUIRED WHEN f'c > 2500 PSI. b. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.1% BY WEIGHT: 4000 PSI, SPECIAL INSPECTION IS NOT REQUIRED. c. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.2% BY WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED. 1. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW SHRINKAGE AGGREGATE, USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIXING CONCRETE SHALL CONFORM WITH ASTM C1602. CONCRETE MIX DESIGNS CONTAINING FLY ASH MAY BE USED WHERE CONCRETE IS NOT VISUALLY EXPOSED. FLY ASH SHALL CONFORM WITH ASTM C618 AND MAY REPLACE UP TO 20% PORTLAND CEMENT BY VOLUME. CONCRETE STRENGTH TEST REPORTS SHALL BE IN COMPLIANCE WITH ACI 318 AND SHALL BE SUBMITTED TO E.O.R. FOR REVIEW. ALL REINFORCING BARS, ANCHOR BOLTS AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 2. 3. 4. 5. 6. 7. 8. 9. CONCRETE TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM C94. 10.CONCRETE PLACEMENT/CURING/REDUCTION IN STRENGTH SHALL CONFORM TO ACI 305R AND 3065R REQUIREMENTS FOR HOT AND COLD WEATHER CONCRETING. 11.CONCRETE SHALL BE CURED PER ACI 308R, UNLESS ALTERNATE METHODS OF CURING HAVE BEEN APPROVED BY THE ARCHITECT OR ENGINEER. FOR SLAB CURING, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF CURING COMPOUNDS WITH PROPOSED FINISHES PRIOR TO COMMENCING ANY WORK. MAX. SLUMP SHALL BE 5 INCHES EXCEPT WHERE ADMIXTURES/PLACITIZERS HAVE BEEN ADDED IN THE MIX DESIGN TO IMPROVE FLOWABILITY/WORKABILITY. THE SLUMP LIMIT SHALL BE BASED ON ADMIXTURE MANUFACTURER'S RECOMMENDATIONS. 12. FASTENING SCHEDULE :(AS PER AISI LATEST EDITION ) CONNECTION NUMBER AND SIZE OF FASTENERS SPACING OF FASTENERS FLOOR JOIST TO TRACK OF AN INTERIOR LOAD BEARING WALL. FLOOR JOIST TO TRACK AT END OF JOIST SUBFLOOR SHEATHING TO FLOOR JOIST 2-#10 SCREWS EACH JOIST 2-#10 SCREWS ONE PER FLANGE OR TWO PER BEARING STIFFENER #10 SCREWS2 1 6" ON CENTER ON EDGES AND 10" ON CENTER AT INTERMEDIATE SUPPORTS STUD TO TOP OR BOTTOM TRACK 2-#10 SCREWS EACH END OF STUD, ONE PER FLANGE STRUCTURAL SHEATHING( ORIENTED STRAND BOARD OR PLYWOOD) TO FRAMING 6" ON EDGES & 12" ON INTERMEDIATE SUPPORTS#10 SCREWS2 1/2" GYPSUM WALL BOARD TO FRAMING #10 SCREWS 12" O.C. CEILING JOIST TO TOP TRACK OF LOAD BEARING WALL.2-#10 SCREWS EACH JOIST ROOF SHEATHING( ORIENTED STRAND BOARD OR PLYWOOD) TO RAFTERS #10 SCREWS 6" ON CENTER ON EDGES AND 12" ON CENTER AT INTERIOR SUPPORTS RAFTER/TRUSS TO BEARING WALL 2-#10 SCREWS EACH RAFTER/TRUSSES 3 GABLE END TRUSS/RAFTERS TO ENDWALL TOP TRACK #10 SCREWS 12" O.C. RAFTER TO CEILING JOIST OR RIDGE MEMBER MIN. #10 SCREWS SEE NOTE NO.4 NOTES: 1. SCREW SIZES SHOWN ARE MINIMUM. UNLESS OTHERWISE NOTED. 2. HEAD STYLE SHALL BE BUGLE-HEAD, FLAT HEAD OR SIMILAR HEAD WITH MINIMUM HEAD DIAMETER OF 0.29" 3. SCREWS SHALL BE APPLIED THROUGH THE FLANGE OF THE RAFTER/TRUSS OR CEILING JOIST OR A 16 GAUGE CLIP ANGLE SHALL BE USED WITH 2 #10 SCREWS IN EACH LEG. 4. NUMBER OF SCREWS REQUIRED AT EACH LEG OF CLIP ANGLE FOR RAFTER TO RIDGE MEMBER CONNECTION (See Table footnotes in Next column) FOUNDATION TRACK 3. 4. 5. 14. 13. 6. 7. 8. 9. 10. FLOOR SLAB SHALL BE POURED LEVEL TO 1/8" IN 10'. 12. 15. 11. ADMIXTURES IN CONCRETE MIX. CONTAINING CALCIUM CHLORIDES SHALL NOT BE USED. 16. 18. 17. 19. a. DO NOT WALK ON SLAB UNTIL 24 HOURS AFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POURED. c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POURED. d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POURED. FOR INTERIOR NON-SHEAR WALLS USE SIMPSON PDPA SERIES 0.157"Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 24" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. ACTUAL SLAB THICKNESS TO BE MINIMUM 4". ALL INTERIOR SHEAR WALLS TO HAVE A.BS. PER FOUNDATION PLAN. ALL HOLDOWNS AND POST ANCHORS TO BE INSTALLED ACCORDING TO MOST CURRENT SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ER REPORTS & SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DIMENSIONS ARE NOT FURNISHED TO SIMPSON HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. MIN. CONCRETE WIDTH TO BE 8" FOR RECEIVING PA, HPA & STHD'S. VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE ACCURATE INSTALLATION. PROVIDE #3 X 24" DOWEL AT 24" O.C. AND 12" FROM THE CORNER AT ALL CONCRETE STOOPS AND PORCHES. PROVIDE MIN. (1) #4 REINFORCING FOR ELECTRICAL GROUND, LOCATION TO BE VERIFIED WITH THE ELECTRICAL CONTRACTOR. VERIFY MIN. FOUNDATION DEPTH, WIDTH, REINFORCING STEEL AND ADDITIONAL EXPANSIVE SOIL REQUIREMENTS WITH VALID SOILS REPORT AND IF MORE STRINGENT, THEY SHALL SUPERSEDE THE ABOVE MINIMUM REQUIREMENTS. SEE NOTE #8 UNDER REINFORCED CONCRETE FOR CONCRETE STRENGTH. PLACEMENT SHALL BE IN ONE CONTINUOUS OPERATION UNLESS OTHERWISE SPECIFIED. SLAB SURFACE SHALL BE CURED WITH 'HUNTS' COMPOUND OR EQUAL OR CURED WITH OTHER METHODS IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICE AT CONTRACTOR'S OPTION. CONTRACTOR SHALL DAMPEN SLAB UNDERLAYMENT OF SAND/MEMBRANE JUST PRIOR TO CONCRETE PLACEMENT TO ASSIST UNIFORM CONCRETE CURING. SLABS MUST NOT BE POURED DURING OR IMMEDIATELY AFTER RAINSTORMS. THE SPECIFIED SAND OVER VISQUEEN SHOULD NOT BE SATURATED AT THE TIME OF THE CONCRETE POUR. ANY FREE WATER TRAPPED IN THE SAND LAYER MUST BE REMOVED PRIOR TO THE CONCRETE POUR.THE BOTTOMS OF FOOTING EXCAVATIONS SHALL BE LEVEL, CLEAN AND FREE OF LOOSE MATERIAL OR WATER WHEN CONCRETE IS PLACED. OVER EXCAVATION SHALL BE FILLED WITH CONCRETE OR PROPERLY COMPACTED FILL THAT HAS BEEN TESTED AND APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL NOT BE PLACED UNTIL SUPPORTING FOUNDATIONS, WALLS AND SLAB HAVE ATTAINED SUFFICIENT STRENGTH TO SUPPORT LATERAL SOIL PRESSURE. CONCRETE PLACEMENT SHALL BE MONOLITHIC IN ONE CONTINUOUS OPERATION UNIFORMLY PLACED AND MUST BE VIBRATED AND WELL CONSOLIDATED UNLESS SHOWN OTHERWISE ON PLANS. DUAL POUR IS DEFINED BY ACI AS TO WHEN 1ST. & 2ND. POUR CAN NOT BE VIBRATED TOGETHER. FINISH GRADE AROUND THE PERIMETER OF SLAB SHALL BE CONSTRUCTED SUCH THAT RAIN AND IRRIGATION WATER IS DRAINED AWAY FROM THE SLAB. FOUNDATION DRAWINGS PREPARED BY E.O.R. REFLECT THE STRUCTURAL REQUIREMENTS. REFER TO ARCHITECTURAL PLANS FOR DIMENSIONS, DEPRESSIONS, SLOPE, SHELVES, PATIOS, STOOPS AND PORCHES NOT SHOWN IN FOUNDATION DRAWINGS. ACCURACY OF THE DIMENSIONS AND FINAL FIT OF THE BUILDING SHALL BE REVIEWED BY THE ARCHITECT AND THE CONTRACTOR PRIOR TO CONSTRUCTION. WAITING PERIOD FOR CONCRETE SLABS-ON-GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS: NO PIPES OR CONDUITS SHALL EXTEND UNDER ISOLATED COLUMN FOOTING OR UNDER CONTINUOUS WALL FOOTINGS UNLESS SPECIFICALLY DETAILED OR APPROVED BY THE ARCHITECT, STRUCTURAL ENGINEER AND THE BUILDING OFFICIAL. 3a. ALL CONTINUOUS FOOTINGS TO HAVE 5/8"DIA. X MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE LOCATED MAX. 12" AWAY AND MIN. 9 3/8" FROM THE END OF THE BOTTOM TRACK. MIN. (2) A.BS. PER BOTTOM TRACK/SHEAR PANEL. BOTTOM TRACK UNDER SHEAR WALLS OF UP TO 8'-0" IN LENGTH MUST BE CONTINUOUS. SEE NOTE 2 FOR BOTTOM TRACK FASTENERS AT INTERIOR NON-SHEAR WALLS. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE WASHERS OF SIMPSON BP5/8-3 OR BPS5/8-3 BETWEEN TRACK AND NUT. ANCHOR BLOTS SHALL HAVE A MINIMUM 1 3/4" EDGE DISTANCE FROM CONCRETE STEM WALL/FOUNDATION FACE AS SHOWN BELOW. TYPICAL BP INSTALLED WITH A BOTTOM TRACK ANCHOR BOLT 7" M I N I M U M E M B E D M E N T SIMPSON BP/BPS 1 3/4" Min FOOTINGS SHALL BEAR ON NATIVE SOIL THE CBC CHAPTER 18 SHALL BE FOLLOWED AND SHALL BE CONSIDERED MINIMUM REQUIREMENTS UNLESS MORE STRINGENT REQUIREMENTS ARE PRESENTED IN THE SPECIFICATIONS OR ON THE DRAWINGS. 1. 2. TYPICAL UNBLOCKED DIAPHRAGM, UNO ON PLANS18. ROOF FLOOR SHEATHING APA RATED SHEATHING 15/32 PERFORMANCE CATEGORY 32/16 EXPOSURE 1 NAILING #10 SCREW @ 6" B.N. #10 SCREW @ 6" E.N. #10 SCREW @ 12" F.N. APA RATED STURD-I-FLOOR 19/32 PERFORMANCE CATEGORY 20" OC EXPOSURE 1 #10 SCREW @ 6" B.N. #10 SCREW @ 6" E.N. #10 SCREW @ 12" F.N. - ALL SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL BE C-D OR C-C SHEATHING CONFORMING TO CBC 2303.1.5. - ALL FASTENERS SHALL BE #10 X2" LONG FLAT-HEAD SELF DRILLING SELF TAPPING SCREWS WITH MIN. HEAD DIAMETER OF 0.333 IN. COLD FORMED METAL FRAMING 10.PROVIDE MINIMUM YIELD STRESS, FY , OF 50 KSI FOR 16 GAUGE (54 MIL) AND THICKER AND 33 KSI FOR 18 GAUGE (43 MIL) AND THINNER. 11.COLD-FORMED STEEL JOISTS SHALL HAVE PUNCHED ENLARGED SERVICE HOLES WITH STIFFENED FLANGES. 12.EXTERIOR WALL STUDS SHALL BE 600S162-43 (18 GAUGE) @24" O.C. AND SATISFYING THE REQUIREMENTS OF LOAD BEARING STUD WALLS PER TABLE OF NOTE 13 BELOW (WHICHEVER IS GREATER).UNLESS NOTED OTHERWISE ON PLANS. WALLS SHALL BE PROVIDED WITH MANUFACTURER'S STANDARD BRIDGING ( EITHER WELDED 2 1/2"X18 GAUGE STUD OR CLIPPED COLD-ROLLED CHANNEL 1 1/2"X16" GAUGE). PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS AND EXTERIOR WALLS. 13. EXCEPTION: WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED 14.ALL KNEE WALL STUDS OVER THE FOOTING STEMS SHALL BE 600S162-54 (16 GAUGE) @ 24" O.C. UON. ACCEPTABLE COLD-FORMED METAL FRAMING MANUFACTURERS MANUFACTURER CEMCO DIETRICH METAL FRAMING SCAFCO CORP. UNITED METAL PRODUCT, INC. ICC-ES NUMBER ESR-4943P ESR-4943P ESR-4943P ESR-4943P LARR NUMBER RR24923 RR25132 SHOP DRAWINGS: WHERE IS PROPOSED TO DIFFER FROM DETAILS SHOWN, SUBMIT SHOP DRAWINGS. SHOW METHOD OF STUD ATTACHMENT TO FLOOR AND CEILING TRACKS, ATTACHMENT OF TRACKS, CONSTRUCTION OVER AND AROUND DOORS AND OTHER OPENINGS, AT CORNERS, CEILING DETAILS, AND OTHER SIGNIFICANT FEATURES. FRAMING AT DOOR JAMBS AND OPENINGS: PROVIDE SINGLE 18 GAUGE STUD OR DOUBLE 20 GAUGE STUDS AT DOOR JAMBS AND CASED OPENINGS, AND OTHER LOCATIONS INDICATED. CROSS-BRACING: UNLESS INDICATED ON DRAWINGS, CROSS-BRACING AT DOUBLE STUD WALLS AND PARTITION SHALL NOT BE USED TO LIMIT DEFLECTION UNLESS ACOUSTICAL PERFORMANCE OF WALL OR PARTITION IS NOT DEGRADED. TRACKS, SILLS AND HEADERS: UNPUNCHED CHANNELS SIZED FOR STUD FLANGES, GAUGE THE SAME AS STUDS UNLESS OTHERWISE NOTED. SLOTTED HEAD TRACKS AT STUDS TO STRUCTURE ABOVE. METAL FRAMING FINISH: ALUMINUM-ZINC CORROSION RESISTANT COATING, ASTM A792 OR HOT DIPPED GALVANIZED ASTM A525 G60. SCREWS: AS RECOMMENDED OR REQUIRED BY MANUFACTURER, SELF-FILLING, SELF-TAPPING IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. MANUFACTURER'S PROPRIETARY TYPE " SSCJ" C-SHAPED STEEL JOISTS OF THE SIZE INDICATED ON WITH EXTRA-LARGE TRAPEZOID-SHAPED SERVICE HOLES WITH FY=33 KSI FOR 18 GAUGE AND 50 KSI FOR 16, 14 AND 12 GAUGE. PROVIDE JOIST BRIDGING/BLOCKING @ 8'-0" O.C. MAXIMUM. STUDS AND JOISTS INSTALLATION: INSTALL STUDS AND JOISTS AT 24 INCHES ON CENTER TYPICALLY, UNLESS OTHERWISE INDICATED. DO NOT SPLICE STUDS AND JOISTS. PROVIDE STUDS NOT MORE THAN 2 INCHES FROM EACH CORNER OF WALL OR ABUTTING CONSTRUCTION. SECURE STUDS TO TOP AND BOTTOM TRACKS WITH 2-#10 SCREWS PER LOCATION. BACKING PLATES: 16 GAUGE GALVANIZED SHEET METAL COVERING FULL WIDTH OF STUD SPACING BY 4 INCH WIDE MINIMUM. INSTALL STUD TRACK OR SHEET METAL BACKING AS INDICATED AND AS NECESSARY TO SUPPORT ALL PRODUCTS ATTACHED TO WALL OR CEILING AFTER COMPLETION OF FINISH SURFACE, INCLUDING TOILET AND BATH ACCESSORIES, PLUMBING AND ELECTRICAL FIXTURE, ELECTRICAL PANELS, TOILET PARTITIONS, CASEWORK, HARDWARE, HANDRAILS AND TRIM. TRACK INSTALLATION: PLACE AND ALIGN TRACKS IN CONFIGURATIONS SHOWN. SECURE TOP, BOTTOM AND SIDE TRACKS AT MAXIMUM 24 INCHES ON CENTER TO STRUCTURE USING FASTENERS AS DETAILED. PROVIDE FOR DEFLECTION AT TOP TRACK OF PARTITION FRAMING ABUTTING STEEL FLOOR OR ROOF DECK, AS INDICATED ON THE DRAWINGS. COORDINATION: COORDINATE ERECTION OF STUDS AND JOISTS WITH INSTALLATION OF SERVICE UTILITIES TO MINIMIZE DISCONTINUITY IN FARMING. ALIGN STUD WEB OPENINGS. COORDINATE WITH INSTALLATION OF BUCKS, ANCHORS, BACKING, BLOCKING, PLUMBING, MECHANICAL AND ELECTRICAL COMPONENTS TO PROVIDE NECESSARY CLEARANCES AND SUPPORTS. COORDINATE WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. CLEARANCES: MAINTAIN CLEARANCE UNDER BUILDING STRUCTURAL MEMBERS TO AVOID DEFLECTION TRANSFER TO NON-LOAD BEARING FRAMING. OPENINGS AND RECESSES: PROVIDE FRAMED OPENINGS FOR ALL RECESSED AND BUILT-IN COMPONENTS. COORDINATE INSTALLATION OF FRAMING WITH REQUIREMENTS FOR DOOR AND WINDOW FRAME SUPPORTS AND ATTACHMENTS. BRACING INSTALLATION: INSTALL BRACING AT STUDS AND JOISTS TO MAKE RIGID. INSTALL INTERLOCKING BRIDGING MEMBER THROUGH STUD WEB OPENINGS AT STUDS 7-1/2 FEET IN LENGTH OR GREATER. COLD FORMED METAL FRAMING GENERAL NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 15. 16. 14. 1.ALL COLD-FORMED METAL FRAMING SHALL CONFIRM TO AISI STANDARD S100-16 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS''. 2.SHALL MEET ALL THE REQUIREMENT AISI 2022 LATEST EDITION. 3.CONTRACTOR SHALL PROVIDE EFFECTIVE, FULL TIME QUALITY CONTROL OVER ALL FABRICATION AND ERECTION COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERMENT AGENCIES HAVING JURISDICTION. 4.PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT LIMITED TO, TRACKS, CLIPS WEB STIFFENERS, ANCHORS, FASTENING DEVICES, RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER FOR THE STEEL MEMBERS USED. 5.FASTENING OF COMPONENTS SHALL BE WITH ICC APPROVED SELF-DRILLING SCREWS OR WELDING, SCREWS OR WELDS SHALL BE OF SUFFICIENT SIZE TO INSURE THE STRENGTH OF THE CONNECTION ALL WELDS OF GALVANIZED STEEL SHALL BE TOUCHED UP WITH A ZIN-RICH PAINT. ALL WELDS OF CARBON SHEET STEEL SHALL BE TOUCHED UP WITH PAINT. WIRE TYING OF COMPONENTS SHALL NOT BE PERMITTED. 6.UNIFORM AND LEVEL JOIST BEARING SHALL BE PROVIDES AT FOUNDATION WALLS BY MEANS OF SHIMS AND/OR NON-SETTING GROUT. 7.ALL MATERIAL AND WORKMANSHIP SHALL CONFORM TO AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL'', LATEST EDITION. 8.ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS IN FULL COMPLIANCE WITH AWS D1.3 9.UNLESS NOTED OTHERWISE ON THE DRAWINGS, SCREWS SHALL BE #10-16 SELF DRILLING, SELF TAPPING HEX HEAD SCREWS WITH HEAD DIAMETER OF 0.333 IN. ALL WALL STUD FRAMING SHALL SATISFY THE REQUIREMENTS OF TABLE BELOW. PROVIDE BRIDGING AT 4'-0" O.C. MAXIMUM FOR LOAD BEARING WALLS. WHERE FULL HEIGHT SHEATHING OR GYP BOARD OCCURS ON BOTH SIDE OF WALL STUDS, BRIDGING IS ALLOWED TO BE OMITTED. STUD SIZE MAXIMUM SPACING WHEN SUPPORTING ONE FLOOR ROOF & CL'G TWO FLOOR ROOF & CL'G STUD HEIGHT BEARING WALLS (inches) 600S162-54 24 600S162-43 362S162-43 24 24 -- (feet) 9 NON-BEARING WALLS STUD HEIGHT (inches) 24 (feet) 16'-0" 9 9 24 24 24 MAXIMUM SPACING (inches)(inches) ROOF & CL'G ONLY 24 -- 2424'-0" 2426'-0" 362S162-54 24 249 2416'-0"24 17.IN-LINE FRAMING: EACH JOIST, RAFTER, TRUSS, AND STRUCTURAL WALL STUD (ABOVE OR BENEATH) SHALL BE ALIGNED VERTICALLY ACCORDING TO LIMIT OF AISI-S200 . THE ALIGNMENT TOLERANCE IS NOT REQUIRED WHERE LOAD DISTRIBUTION MEMEBER IS SPECIFIED IN PLAN DRAWINGS OR DETAILS. SHEET INDEX SHEET NO.SHEET TITLE S-0.10 GENERAL NOTES & REQUIREMENTS S-1.0 FOUNDATION AND FRAMING PLAN S-0.20 TYPICAL COLD FORM DETAILS SD1.0 STRUCTURAL DETAILS S-0.11 GENERAL NOTES & REQUIREMENTS A SHEET NO.: PROJECT MANAGER: S.W. DATE: JOB NO.: 25263 04/07/2026 Pr o j e c t A d d r e s s : TE N A N T I M P R O V E M E N T ( P H A S E 3 ) 29 0 9 D A I M L E R S T R E E T S A N T A A N A , C A 9 2 7 0 5 Pr o j e c t N a m e : 543A2 R E V I S I O N DA T E DE S C R I P T I O N 6 Core Structure, Inc. From The Ground Up STAMPED 04/01/2026 201 E Sandpointe Ave. Suite #400 Santa Ana, CA 92707 Phone: 949-954-7244 info@corestructure.com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y = 50 ksi) ASTM A500, GR.B (Fy = 46 KSI) STEEL PIPE ASTM A53, GR B (Fy=35 KSI) HOLLOW STRUCTURAL SECTION (HSS), ROUND ASTM A500, GR. B (Fy=42 KSI) HP SECTIONS ASTM A572, GR.50 (Fy=50 KSI) PLATES, ANGLES, CHANNELS & TEES ASTM A36 MACHINE BOLTS ASTM A307 HIGH STRENGTH BOLTS ASTM A325, Type N, A490 WELDED HEADED STUDS ASTM A108 / A1044 HOLES FOR BOLTS SHOULD BE DRILLED OR PUNCHED & SHALL BE 1/16" LARGER THAN BOLT DIAMETER. ALL STRUCTURAL WELDING PROCEDURES AND MATERIALS SHALL CONFORM TO BUILDING CODE, CHAPTER 22. ALL WELDING SHALL BE DONE BY CERTIFIED WELDERS. ALL TESTING AND INSPECTION OF SHOP AND FIELD WELDING OPERATIONS SHALL BE MADE BY A CERTIFIED WELDING INSPECTOR WHICH ARE APPROVED BY THE BUILDING OFFICIAL. 3. 4. 5. WELDING SHALL CONFORM THE LATEST EDITION OF AWS D1.1 AND SHALL USE EITHER THE SHIELDED OR FLUX CORE METHODS. ELECTRODES USED SHALL BE E70XX, E71-T8 OR E70-T6. ALL WELDING SHALL BE PERFORMED BY QUALIFIED AND CERTIFIED WELDERS. 6. ALL FABRICATIONS SHALL BE DONE IN A SHOP OF AN APPROVED AND LICENSED FABRICATOR BY AISC AND/OR LOCAL JURISDICTION. STRUCTURAL STEEL SHOP DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. 7. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. 4. SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS.5. ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM. 2. CONTRACTOR RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC 1704.4. WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION, APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY, AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING APPROVAL OF FABRICATOR. 2. 3. 4. 5. 6. STRUCTURAL STEEL 8. WELDS IDENTIFIED AS REQUIRING CONTINUOUS OR PERIODIC INSPECTIONS NEED NOT TO HAVE CONTINUOUS SPECIAL INSPECTION WHEN THE WELDING IS PERFORMED IN AN APPROVED FABRICATOR'S SHOP. FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE IN ACCORDANCE WITH CBC SECTION 1704.2. 9. ALL FULL PENETRATION GROOVE WELDS FOR MOMENT CONNECTIONS SHALL BE ULTRASONICALLY INSPECTED BY AN APPROVED TESTING AGENCY AND SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1, SECTIONS 5 & 6. 10. STEEL FABRICATOR SHALL VERIFY ALL DIMENSIONS WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS AND COORDINATE WITH MECHANICAL DRAWINGS AND SUB-CONTRACTOR FOR SIZE, LOCATION OF ALL MECHANICAL UNITS AND OPENINGS. 11. ALL MISC. FILLET WELDS NOT NOTED, INCLUDING THOSE FOR STIFFENERS, MISC. PLATES, ETC. SHALL BE PER AISC 360, TABLE J2.4. 12. WELDED MEMBERS AND CONNECTIONS IN THE SEISMIC LOAD RESISTING SYSTEM SHALL BE SUBJECT TO AWS D1.8 REQUIREMENTS. 13. NUTS ASTM A563 ANCHOR RODS/BOLTS ASTM F1554, GR. 36 OR 55 SUBMITTALS AND SHOP DRAWINGS STATEMENT OF SPECIAL INSPECTION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW. 7. WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5.8. SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.12 AND 1705.13 RESPECTIVELY. 9. REQ'D(?) STATEMENT OF SPECIAL INSPECTIONS (ONLY INDICATED ITEMS ARE REQUIRED) INSPECTION ITEMS SPECIAL INSPECTORS (NAME, PHONE#, REGISTRATION#) STRUCTURAL STEEL (1705.2.1) STEEL FRAME JOINT DETAILS COLD-FORMED STEEL DECK (1705.2.3) OPEN-WEB STEEL JOISTS AND JOISTS GIRDERS (1705.2.4) REINFORCING STEEL AND PRE-STRESSING STEEL TENDONS SHOTCRETE (CURING TEMPERATURE, DESIGN MIX, PLACEMENT, STRENGTH ETC. PER TABLE 1705.3) COLD-FORMED STEEL TRUSSES SPANNING >= 60 FT (1705.2.5) CONCRETE CONSTRUCTION (DESIGN MIX, FORMWORK, PLACEMENT, ETC. PER TABLE 1705.3) (SEE 1705.3 EXCEPTIONS) STRUCTURAL WELDING/REBAR WELDING ALL MASONRY CONSTRUCTION (1705.4) WOOD FOR HIGH LOAD DIAPHRAGMS (1705.5.1) METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING >=60 FT (1705.5.2) SOILS (EXCAVATION, FILL, ETC. PER 1705.6) (SEE 1705.6 EXCEPTIONS) DRIVEN PILES PER 1705.7 CAST IN PLACE PILES PER 1705.8 HELICAL PILE FOUNDATIONS PER 1705.9 ERECTION OF PRE- CAST CONCRETE MEMBERS BOLTS INSTALLED IN CONCRETE HIGH STRENGTH BOLTING/MATERIAL VERIFICATION WOOD DIAPHRAGM AND SHEAR WALLS* *: FOR STRUCTURAL OBSERVATION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT E.O.R. FOR SCHEDULE. EPOXY/ POST INSTALLED ANCHORSYES SHEET NO.: PROJECT MANAGER: S.W. DATE: JOB NO.: 25263 04/01/2026 Pr o j e c t A d d r e s s : TE N A N T I M P R O V E M E N T ( P H A S E 3 ) 29 0 9 D A I M L E R S T R E E T S A N T A A N A , C A 9 2 7 0 5 Pr o j e c t N a m e : 54312 R E V I S I O N DA T E DE S C R I P T I O N 6 Core Structure, Inc. From The Ground Up STAMPED 04/01/2026 201 E Sandpointe Ave. Suite #400 Santa Ana, CA 92707 Phone: 949-954-7244 info@corestructure.com 04 / 0 1 / 2 0 2 6 BU I L D I N G D E P A R T M E N T C O R R E C T I O N S GE N E R A L N O T E S & RE Q U I R E M E N T S S-0.11 S-0.20 4 2 3 5 6 TY P I C A L C O L D FO R M D E T A I L S 110 9 12 8 STUD BRACING W/ STRAPPING & SHTH'G MATERIAL WALL FRAMING 1-1/2"x43 MIL FLAT STRAP WALL SHEATHING NO.10 SCREW @ EACH STRAP TO STUD 2 NO.10 SCREWS @ STRAP TO BLOCKING BEND SECTION OR CLIP FLANGE TO FORM VERTICALSTUD/TRACK BLOCKING @ EACH END OF STRAP & INTERMITTENTLY EVERY 12' SPAZZER ™ 9200 LAP DETAIL SPAZZER™ 9200 BRIDGING/SPACER BAR INSTALL PER MANUFACTURER'S INSTRUCTIONS. TYPICAL STUD 2" LAP AT PUNCHOUT (2)DRYWALL SCREWS (2)DRYWALL SCREWS SPAZZER™ 9200 SECTION SINGLE TRACK HDR & SILL SECTION OF CEMCO STUD. SCREW ATTACH TO JAMB W/4-#10 SCREWS (NOT SHOWN) SCREW ATTACH AT EACH FLANGE(#10 SCREW) JAMB STUD BOTTOM TRACK CRIPPLE STUD FASTEN TO MAIN STRUCTURE MIN #10 SCREWS @ 12" O.C. UNO ON PLANS OR SHEAR WALL SCHEDULE. SILL TRACK HEADER TRACK CRIPPLE STUD SCREW ATTACH AT EACH FLANGE ( #10 SCREW) SECTION OF STUD. SCREW ATTACH TO JAMB W/4-#10 SCREWS 6" M I N CAP OPENING SIDE OF JAMB W/TRACK (MIN 18 GAUGE). EXTENDED 6'' ABOVE HEADER & 6'' BELOW SILL & CONNECT W/#10 @12" O.C. (EA. FLANGE) BACK-TO-BACK JAMB STUDS (PER PLAN) SCREW ATTACH WITH #10 @12" O.C. STAGGERED CONDITION A- SINGLE JAMB CONDITION B- BACK TO BACK JAMB LARGE OPENING-BOXED HDR CONNECTION DETAIL SCREW ATTACH AT EACH FLANGE W N1#10 (N1 PER TABLE SCHEDULE) SINGLE/DOUBLE BACK TO BACK STUDS PER PLAN CAP OPENING SIDE OF JAMB W/ TRACK EXTENDED 6'' ABOVE HEADER & 6'' BELOW (MIN 16 GAUGE) PIECE OF TRACK ( 16 GAUGE, W/ 1.5" FLANGE WIDTH, MIN) HEADER UNPUNCHED STUDS (PER PLAN) TRACKS TOP & BOTTOM CRIPPLE STUD SCREW ATTACH TOP AND BOTTOM TRACKS W#10@12" O.C. TYP. #10 SCREWS @ 12" O.C. AT DOUBLE BACK TO BACK CONDITION ONLY (STAGGERED) SCREW ATTACHMENT TO HDR WEB (EA.SIDE) W/ N2 #10 (N2 PER TABLE) SCREW ATTACHMENT TO JAMB/CAP W/ N3 #10 (N3 PER TABLE) HDR SECTION HDR GAUGE (MIL)N1 N2 N3 ALLOWABLE CAPACITY(#) 18 (43)600S 3 16 (54) & HIGHER 3 6 1500# 3000# (NOTE 1) 18 (43)800S 4 16 (54) & HIGHER 4 8 2000# 4000# (NOTE 1) 18 (43)1000S 5 16 (54) & HIGHER 5 10 2500# 5000# (NOTE 1) 18 (43)1200S & DEEPER 6 16 (54) & HIGHER 6 12 3000# 6000# (NOTE 1) NOTES: 1- CONNECTION CAPACITY BASED ON MIN 16 GA (54 MIL) JAMB STUD 2- CAPACITIES INDICATED ARE ONLY FOR CONNECTION CAPACITY. SEE PLANS FOR REQUIRED HDR SECTION. 3- FOR NON-LOAD BEARING HDRS UP TO 8FT SPAN, USE 2-600S137-43. 4- FOR NON-LOAD BEARING HDRS UP TO 12FT SPAN, USE 2-800S137-43. 5- FOR LOAD BEARING HDRS SEE PLANS. 6- FOR ENGINEER: CAPACITIES INDICATED DO NOT CONSIDER BEAM SHEAR & BENDING, CHECK AND DESIGN FOR THEM. WALL FRAMING INTERSECTION FRAMING CORNER FRAMING SCREWS AS REQUIRED SCREWS AS REQUIRED STUD OR CLIP ANGLES AS REQUIRED FOR STUD CONNECTION WALL TRANSITION SCREWS AS REQUIRED NOTES: - CONNECT MULTI-STUD AND CORNER TOGETHER W/#10 SDS @12" O.C. U.N.O CONNECTION DETAIL PIECE OF CEMCO STUD OR TRACK BLOCKING MIN 18GA (43 MIL) THICK TO MATCH DEPTH FLOOR JOIST, (INSTALL AT ENDS OF FLOOR SYSTEM, ADJACENT TO OPENINGS AND @ MAX 8'-0'' O.C.) 1 1/2'' WIDE x 18GA (43 MIL) THICK TOP & BOTTOM FLAT STRAP (STRAP TO START AND END ON SOLID BLOCKING) ATTACH CLIP TO JOIST & BLOCKING ATTACH STRAP TO BLOCKING W/ 4-#10 MIN. CFS FLOOR JOISTSSIMSPSON CLIP OR EQUIVALENT, PER TABLE T1, w/3-#10 SCREWS EACH LEG(MIN) NOTE: TOP STRAP NOT REQUIRED IF TOP SIDE IS FULLY/ CONTINUOUSLY SHEATHED 9"11-1/4" - 14" 7" 5" TABLE T.1 JOIST DEPTH 9-1/4" - 10" 7-1/4" - 8" CLIP LENGTH (X) 18 GAUGE MIN 1. 2. FOR ALTERNATE DETAIL USING " SB" SURE BRIDGE SEE DETAIL15 ATTACH EA. FLANGE W/ 1-#10 MIN. CORNER FRAMING DETAIL NO.8 SCREWS TRACK EXTERIOR WALL STUD EXTERIOR GYPSUM WALL BOARD FINISH TRACK 2 NO.10 SCREWS @ 24" O.C. CONNECTING CORNER STUDS. 4 - NO.10 SCREWS AT LAPPED TRACK CLIP TRACK FLANGE AT LAP JOINT PLAN ALT. PLAN 7 RIM TRACK SPLICE PIECE OF CFS JOIST SAME SIZE AND GAUGE AS TRACK (16'' LONG) SCREW ATTACH EACH END (8)#10 EA. LEG (16 TOTAL) RIM TRACK TRACK SPLICE SILL TRACK SCREW ATTACH BOTH ENDS OF SILL TRACK TO SHORT SECTION OF STUD W/ 4#10 SCREWS ON BOTH SIDES STUD SAME SIZE AS WALL STUDS, SAME GA, AS TRACK 11 NON-LOAD BR'G WALL-SLIP TRACK DETAIL 1/2" DEFLECTION GAP CFS STUD PER PLAN #8 x 9/16" WAFERHEAD FRAMING SCREWS (TYP.) TOP TRACK WHERE OCCURS ( SLIP TRACK) BUILT UP FRAMING WELD BOX BEAMBUILT UP BEAM FOUR PIECES THREE PIECES TWO PIECES 1/8"1@12 TOP & BOTTOM C-STUD/JOIST PER PLAN C-STUD/JOIST PER PLAN #10 SDS @12" O.C. STAGGERED MIN 16GA TRACK OR SAME GAUGE WITH BM AT TOP AND BOT.. TYP. #10 SDS @12" O.C. TRACK TO BM BOTH SIDE AS SHOWN #10 SDS @12" O.C. TRACK WEB TO BM FLANGE @TOP & BOT. AS SHOWN C-STUD/JOIST PER PLAN 1/8"1@12 TOP & BOTTOM 1/8"1@12 TOP & BOTTOM TYP. #10 SDS @12" O.C. ATTACH STUD TOGETHER (STAGGERED) 3"X4"X18GA THICK PLATE W/(2)#10 SDS TO EA STUD, @24" O.C. AS REQUIRED TYP. #10 SDS @12" O.C. ATTACH STUD TOGETHER BACK-TO-BACK STUD / POST BOX STUD / POST C-STUD / POST WHERE OCCURS 1/8"1@12 ALT. NOTES: - INSTALL WEB STIFFENER AT EACH END AND MID SUPPORT OF BEAM & PROVIDE ONE STIFFENER AT EACH JOIST. - ATTACH STUDS TOGETHER W/#10 @12" O.C. (U.N.O.) OR ALT. USE 1/8" WELD 1" LONG @12" O.C. "SB" SURE BRIDGE BRACING DETAIL SURE-BRIDGE BRIDGING CEMCO SSCJ FLOOR JOISTS SCREW ATTACH EACH FLANGE, TYP BRIDGING FOR 1-3/4" FLANGE JOISTS THICKNESS (MIL) PART NUMBER 43 (NO. 18) 175SB4312 175SB4316 175SB43192 175SB4324 LENGTH 10" 14" 17-1/4" 22" JOIST SPACING 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. BRIDGING FOR 2" FLANGE JOISTS 200SB4312 200SB4316 200SB43192 200SB4324 9-3/4" 13-3/4" 17" 21-3/4" 12" O.C. 16" O.C. 19.2" O.C. 24" O.C. NOTE: TOP SIDE OF JOIST SHALL BE FULLY/ CONTINUOUSLY SHEATHED. 43 (NO. 18) THICKNESS (MIL) PART NUMBER LENGTH JOIST SPACING IN LINE FRAMING BEARING WEB STIFFENER TOP TRACK C-STUD BELOW C.L. STUD HORIZONTAL FRM'G MEMBER BEARING WEB STIFFENER TOP TRACK C-STUD BELOW HORIZONTAL MEMBER C.L. BEARING STIFFENER 3/4" MAX HORIZONTAL FRM'G MEMBER VERTICAL FRM'G MEMBER 3/4" MAX VERTICAL FRM'G MEMBER 1/8" MAX FROM WEB OF HORZ. MEMBER TO EDGE OF VERT. MEMBER HORIZONTAL FRM'G MEMBER VERTICAL FRM'G MEMBER 3/4" MAX C.L. HORZ. MEMBER C.L. STUDC.L. STUDC.L. STUD SHEET NO.: PROJECT MANAGER: S.W. DATE: JOB NO.: 25263 04/01/2026 Pr o j e c t A d d r e s s : TE N A N T I M P R O V E M E N T ( P H A S E 3 ) 29 0 9 D A I M L E R S T R E E T S A N T A A N A , C A 9 2 7 0 5 Pr o j e c t N a m e : 54312 R E V I S I O N DA T E DE S C R I P T I O N 6 Core Structure, Inc. From The Ground Up STAMPED 04/01/2026 201 E Sandpointe Ave. Suite #400 Santa Ana, CA 92707 Phone: 949-954-7244 info@corestructure.com 04 / 0 1 / 2 0 2 6 BU I L D I N G D E P A R T M E N T C O R R E C T I O N S 13 5 6 ROOF FRAMING @ MECH'L. UNITS NOTES: 1. PROVIDE BOUNDARY NAILING TYP. @ PERIMETER/ OPNG. 2. ROOF OPENING DIMENSIONS SHALL BE FIELD VERIFIED. 3. TOTAL WEIGHT MECHANICAL UNIT AND CURB OR PLATFORM, TYP. 8'-0" 4'-0"4'-0" CL MECH. UNIT BEAM PER PLAN 4 SD1.0 TYP. VERIFY W/ MANUF. 4 SD1.0TYP. 2 SD1.0TYP. (E) COL. (E) BEAM PER PLAN 2A SD1.0TYP. 3 SD1.0 BE A M P E R P L A N (E) 2x/ 3x SUBPURLINS W/ SIMP. "U" HANGER WHERE DIMENSION EXCEEDS 2'-0", TYP. RE I N F O R C E D (E ) 4 x P U R L I N SIMP. "HU" HANGER, TYP. MA J O R DI M E N S I O N BE A M P E R P L A N 3 SD1.0 VE R I F Y W / M A N U F . RE I N F O R C E D (E ) 4 x P U R L I N FACE/ 4x, TYP. BEAM PER PLAN METAL CURB TO FRAMING NOTES: 1. GENERAL CONTRACTOR TO FIELD VERIFY MIN. DEPTH OF LEVELERS WITH ACTUAL SLOPE AND WIDTH OF NEW METAL CURBS. MECH. UNIT CONT. PLYWOOD SHEATHING (WHERE OCCURS) (E) PLYWOOD SHEATHING 4x B.N. TYP. @ PERIMITER OF OPENING 3 1 / 2 " M I N . PE N T R A T I O N 2 1 / 2 " MI N . 3 3 / 4 " MI N . @ 2A SD 1 . 0 PREFAB. METAL CURB W/ 1/4"Ø LAG SCREWS @ 24" O.C. (3 MIN. ON SIDE) TYP. @ PERIMETER (2 1/2" MIN. PENETRATION, EDGE DISTANCE 1/2", END DISTANCE 1") FACE OF METAL. PREFAB. CURB & EDGE OF PLYWOOD 4x WOOD LEVELER W/ 1/2"Ø LAG BOLTS @ 24" O.C. (COUNTERSUNK) METAL CURB TO FRAMING NOTES: 1. GENERAL CONTRACTOR TO FIELD VERIFY MIN. DEPTH OF LEVELERS WITH ACTUAL SLOPE AND WIDTH OF NEW METAL CURBS. MECH. UNIT CONT. PLYWOOD SHEATHING (WHERE OCCURS) (E) PLYWOOD SHEATHING 4x8 B.N. TYP. @ PERIMITER OF OPENING 3 1 / 2 " M I N . PE N T R A T I O N VA R I E S PREFAB. METAL CURB W/ 1/4"Ø LAG SCREWS @ 24" O.C. (3 MIN. ON SIDE) TYP. @ PERIMETER (2 1/2" MIN. PENETRATION, EDGE DISTANCE 1/2", END DISTANCE 1") 4x WOOD LEVELER W/ 1/2"Ø LAG BOLTS @ 24" O.C. (COUNTERSUNK) 2 1 / 2 " MI N . SIMPON "ST2122" STRAP EA. END (ON LONG SIDE) EA. SIDE OF MECH. UNIT (4 TOTAL) (1'-0" FROM CORNERS) W/ 2-16d @ 4x/ 6x & 2-#12 SCREWS @ METAL CURB 4x CONT. SHAPED LEVELER REINFORCEMENT OF EXIST. PURLINS NOTES: 1. WOOD SCREWS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUF. INSTALLATION INSTRUCTION (E) 2x SUBPURLINS @ 24" O.C. 1 3 / 4 " 2" (E) 4x14 PURLINS @ 8'-0" O.C., TYP. (N) BEAM PER PLAN W/ 2 ROWS OF SIMP. "SDS25500" SCREWS @ 24" O.C. STAGG. ALTERNATE: 2 ROWS OF 1/2"Ø THRU BOLT @ 24" O.C., TYP. (E) PLYWOOD SHEATHING 4 1 2 3 BOXED BEAM TO BACK-TO-BACK JAMB TOP TRACK BACK-TO-BACK STUDS PER PLAN W/#10 SDS @12" O.C. STAGGERED TYP. (U.N.O) #10 @12" O.C. TYP, ALT. WELDING AS SHOWN ALT. C-STUD WHERE OCCURS JAMB TRACK BACK-TO-BACK JAMB ASSEMBLY #10 SDS @12" O.C TO FLANGES. ALT. WELDING AS SHOWN #10 SDS TOP TRACK TO EA. FLANGE (4)#10 SDS FROM BM TO FLANGE OF JAMBEA. SIDE TYP. #10 @12" O.C. AT TOP & BOT. HEADER TRACK BOX HEADER PER PLAN (UNPUNCHED) MIN 16GA TOP & BOT. HDR TRACK 1/8 2-12 NOTES: 1- PROVIDE MIN 1" BEARING BEAM TO POST OR SIMPSON SSC AS REQUIRED 2- WEB STIFFENERS ARE REQUIRED AT EA. END W/(6)#10 SDS TO WEB JST. 7 NON-LOAD BEARING WALL CONNECTION DETAIL FIN. FLR. CEILING WHERE OCCURS CEMENT. BD. EA. SIDE PER ARCH. WALL FINISH PER ARCH. CONTINUOUS 600T162-54 BOTT. TRACK W/ HILTI X-U. 0.157 DIA. WITH 1" MIN. EMBEDMENT @ 16" O.C. (ESR-2269) REFER TO DETAIL 9/SD1.0 600T162-54 TOP SLIP TRACK W/ (4) #10d SMS, TYP. 600S162-54 STUD WALLS @ 16" O.C. SE E A R C H (E) ROOF SHEATHING (E) ROOF FRAMING WHERE OCCURS 8 TOP TRACK CONNECTION DETAIL (2) #10 SMS ,TYP. (E) ROOF SHEATHING (2) 10# SDS CREWS @ 8" O.C. STAGG. @ EA. R.R. 600S162-54 @16" O.C (E) R.R. WHERE OCCURS (E) ROOF SHEATHING CONT. 4x F.H. BLK'G 2x R.R. SISTERED TO (E) R.R. (SEE DETAIL 9-SD1.0) (2) #10 SMS ,TYP. 600S162-54 @16" O.C (2) 10# SDS CREWS @ 8" O.C. STAGG. @ EA. R.R. (E) R.R. WHERE OCCURS OPTION 1 OPTION 2 MIN. (1) BAY BLK'G EA. WAY PAST POINT OF ANCHORAGE 9 BOX HEADER CONNECTION BOX HEADER PER PLAN (UNPUNCHED) MIN 16GA TOP & BOT. HDR TRACK TYP. #10 @12" O.C. AT TOP & BOT. HEADER TRACK TYP. #10 @12" O.C. AT TOP & BOT. HEADER TRACK 600S162-54 @32" O.C,TYP. 10 CONNECTION DETAIL (N) PWD SHT'G TO MATCH EXISTING LEVEL (N) 2X10 SISTER TO (E) R.R. NAILING WHERE OCCURS (2) ROWS OF 16d's @6" O.C. STAGGERED B.N. (N) R.R. PER PLAN (N) CURB DETAIL - SET-3G ESR #4057 - SPECIAL INSPECTION REQUIRED 6" MIN PER ARCH PE R A R C H #4 @ 18" O.C. MIN. 6" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE W/ SIMPSON SET-3G EPOXY, ESR #4057. PERIODIC SPECIAL INSPECTION IS REQ'D. STUD WALL PER ARCH. (WHERE OCCURS) (E) CONC. SLAB MIN CONTINUOUS 600T162-54 BOTT. TRACK W/ HILTI X-U. 0.157 DIA. WITH 1" MIN. EMBEDMENT @ 16" O.C. (ESR-2269) #4 CONT. 11 A A SHEET NO.: PROJECT MANAGER: S.W. DATE: JOB NO.: 25263 04/07/2026 Pr o j e c t A d d r e s s : TE N A N T I M P R O V E M E N T ( P H A S E 3 ) 29 0 9 D A I M L E R S T R E E T S A N T A A N A , C A 9 2 7 0 5 Pr o j e c t N a m e : 543A2 R E V I S I O N DA T E DE S C R I P T I O N 6 Core Structure, Inc. From The Ground Up STAMPED 04/01/2026 201 E Sandpointe Ave. Suite #400 Santa Ana, CA 92707 Phone: 949-954-7244 info@corestructure.com 04 / 0 1 / 2 0 2 6 PL A N C H E C K C O R R E C T I O N S SD1.0 ST R U C T U R A L DE T A I L S YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments ·Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. ·Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. ·If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. ·In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. ·Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11.*Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( )Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM SM SM O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs Structural Calculations 1 TABLE OF CONTENTS 2 ASCE Hazards Report Address: 2909 Daimler St Santa Ana, California 92705 Standard:ASCE/SEI 7-22 Latitude:33.70499 Risk Category:II Longitude:-117.85044 Soil Class:Default Elevation:47.46571452415216 ft (NAVD 88) Wind Results: Wind Speed 95 Vmph 10-year MRI 66 Vmph 25-year MRI 72 Vmph 50-year MRI 76 Vmph 100-year MRI 81 Vmph 300-year MRI 89 Vmph 700-year MRI 95 Vmph 1,700-year MRI 102 Vmph 3,000-year MRI 106 Vmph 10,000-year MRI 115 Vmph 100,000-year MRI 133 Vmph 1,000,000-year MRI 151 Vmph Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Fri Jan 30 2026 Page 1 of 5https://ascehazardtool.org/Fri Jan 30 2026 3 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service Level wind speeds, all other wind speeds are Ultimate wind speeds. Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2. Page 2 of 5https://ascehazardtool.org/Fri Jan 30 2026 4 PGA M : 0.65 SMS : 1.72 SM1 : 1.15 SDS : 1.15 SD1 : 0.77 T L : 8 SS : 1.45 S1 : 0.47 VS30 : 260 Seismic Design Category:D Multi-Period Design Spectrum S (g) vs T(s)a Multi-Period MCE SpectrumR S (g) vs T(s)a Two-Period Design Spectrum S (g) vs T(s)a Two-Period MCE SpectrumR S (g) vs T(s)a Design Vertical Response Spectrum Vertical ground motion data has not yet been made available by USGS. MCE Vertical Response SpectrumR Vertical ground motion data has not yet been made available by USGS. Seismic DefaultSite Soil Class: Results: Page 3 of 5https://ascehazardtool.org/Fri Jan 30 2026 5 Data Accessed: Fri Jan 30 2026 Date Source: USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS. Page 4 of 5https://ascehazardtool.org/Fri Jan 30 2026 6 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. 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Page 5 of 5https://ascehazardtool.org/Fri Jan 30 2026 7 BUILDING INFORMATION A.General: Number of stories 1 Building risk category II Design Code 2025 CBC Load standard ASCE 7-22 Design Load Combination ASD B.Lateral Loads Data: WIND STANDARD ASCE 7-22(Directional Procedure) Exposure C Wind Speed V 95 Enclosure Enclosed Building Velocity pressure qz 0.00256KzKztKeV2 (26.10-1) Velocity pressure exposure coefficient Kz from (Table 26.10-1) Directionality Factor Kd 0.85 (Table 26.6-1) Topographic factor defined Kzt 1 (26.8.2) Gust Effect Factor G 0.85 (26.11) Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp from (Fig. 27.3-1) Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)} SEISMIC STANDARD ASCE 7-22(Equivalent Lateral Force Procedure) Seismic Design Category D (Table 11.6-1) Importance factor Ie 1 (Table 1.5-2) Soil Site Class Default (Table 20-3-1) Response Spectral Acc. (0.2 sec) Ss 1.45 Response Spectral Acc. (1.0 sec) S1 0.47 TL (sec)8 Max. Considered earthquake acc. SMS 1.72 (11.4-1) Max. Considered earthquake acc. SM1 1.15 (11.4-2) Design spectral acc. At short period SDS 1.147 (11.4-3) Design spectral acc. at 1s period SD1 0.767 (11.4-4) Response modification coefficient R 6.5 (Table 12.2-1) System overstrength coefficient Ω2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)15 Building period T=Ta (sec)0.152 (12.8-8) Base Shear Adjustment Factor 1 Minimum Cs 0.05 (12.8-6 & 12.8-7) Maximum Cs 0.774 (12.8-4 & 12.8-5) Seismic response coefficient Cs 0.176 (12.8-3) Adjusted Cs 0.176 For allowable stress design V = 0.7CsW 0.123W vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 8 Roof Loads (Load_Roof) Clay Tile 10 psf Framing 2.5 psf Sheathing (1/2" CDX)1.5 psf Ceiling 2.5 psf Insulation 1.5 psf Misc.2 psf Total De ad Load 20 psf Liv e Load 20 psf Total Load 40 psf Interior Wall (Wall_In) Insulation 1 psf Drywall 5 psf Studs 1 psf Misc.3 psf Total De ad Load 10 psf Exterior Wall (Wall_Ex) 7/8" Stucco 10 psf Insulation 1 psf Drywall 2.5 psf Studs 1 psf Misc.2.5 psf Total De ad Load 17 psf DESIGN LOADS vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 9 LOAD COMBINATIONS (Load Standard: ASCE 7-22) id Load case De ad Sds*De ad Liv e Roof Liv e Snow Wind Se ismic Dire ction Load Dur ation Factor CD 1 D 1 0.9 2 D + L 1 1 1 3 D + Lr 1 1 1.25 4 D + 0.7S 1 0.7 1.15 5 D + 0.75L + 0.75Lr 1 0.75 0.75 1.25 6 D + 0.75L + 0.525S 1 0.75 0.525 1.15 7 D + 0.6W (N)1 0.6 N_S 1.6 8 D + 0.6W (S)1 0.6 S_N 1.6 9 D + 0.6W (E)1 0.6 E_W 1.6 10 D + 0.6W (W)1 0.6 W_E 1.6 11 D + 0.75(0.6W) (N) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 N_S 1.6 12 D + 0.75(0.6W) (S) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 S_N 1.6 13 D + 0.75(0.6W) (E) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 E_W 1.6 14 D + 0.75(0.6W) (W) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 W_E 1.6 15 D + 0.75(0.6W) (N) + 0.75L + 0.525S 1 0.75 0.525 0.45 N_S 1.6 16 D + 0.75(0.6W) (S) + 0.75L + 0.75S 1 0.75 0.525 0.45 S_N 1.6 17 D + 0.75(0.6W) (E) + 0.75L + 0.75S 1 0.75 0.525 0.45 E_W 1.6 18 D + 0.75(0.6W) (W) + 0.75L + 0.75S 1 0.75 0.525 0.45 W_E 1.6 19 0.6D + 0.6W (N)0.6 0.6 N_S 1.6 20 0.6D + 0.6W (S)0.6 0.6 S_N 1.6 21 0.6D + 0.6W (E)0.6 0.6 E_W 1.6 22 0.6D + 0.6W (W)0.6 0.6 W_E 1.6 23 (1.0 + 0.14Sds)D + 0.7ΩE (N)1 0.14 0.7 N_S 1.6 24 (1.0 + 0.14Sds)D + 0.7ΩE (S)1 0.14 0.7 S_N 1.6 25 (1.0 + 0.14Sds)D + 0.7ΩE (E)1 0.14 0.7 E_W 1.6 26 (1.0 + 0.14Sds)D + 0.7ΩE (W)1 0.14 0.7 W_E 1.6 27 (1.0 + 0.105Sds)D + 0.525ΩE (N) + 0.75L + 0.1S 1 0.105 0.75 0.1 0.525 N_S 1.6 28 (1.0 + 0.105Sds)D + 0.525ΩE (S) + 0.75L + 0.1S 1 0.105 0.75 0.1 0.525 S_N 1.6 29 (1.0 + 0.105Sds)D + 0.525ΩE (E) + 0.75L + 0.1S 1 0.105 0.75 0.1 0.525 E_W 1.6 30 (1.0 + 0.105Sds)D + 0.525ΩE (W) + 0.75L + 0.1S 1 0.105 0.75 0.1 0.525 W_E 1.6 31 (0.6 - 0.14Sds)D + 0.7ΩE (N)0.6 -0.14 0.7 N_S 1.6 32 (0.6 - 0.14Sds)D + 0.7ΩE (S)0.6 -0.14 0.7 S_N 1.6 33 (0.6 - 0.14Sds)D + 0.7ΩE (E)0.6 -0.14 0.7 E_W 1.6 34 (0.6 - 0.14Sds)D + 0.7ΩE (W)0.6 -0.14 0.7 W_E 1.6 vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 10 Be am ID: 1 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 80PLF =4 x (20+20)/2 @ 0' to 8' POINT @ 4ft (D=900) SELF WEIGHT 5.95PLF From 0' to 8' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 634 0 160 0 0 0 0 0 794/0 2 634 0 160 0 0 0 0 0 794/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2168 4 2691 81 0.9 Shear (lbs)607 0 2741 22 0.9 Live Deflection 0.021 4 0.267 8 - Total Deflection 0.138 4 0.4 35 - Passe d Max Moment: D Max Shear: D Max Deflection: D + Lr Be am ID: 2 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 80PLF =4 x (20+20)/2 @ 0' to 8' POINT supp#1 of Beam 1 @ 4ft, (D=634 Lr=160) SELF WEIGHT 5.95PLF From 0' to 8' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 501 0 240 0 0 0 0 0 741/0 2 501 0 240 0 0 0 0 0 741/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2275 4 3737 61 1.25 Shear (lbs)687 0 3806 18 1.25 Live Deflection 0.037 4 0.267 14 - Total Deflection 0.127 4 0.4 32 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 11 Be am ID: 3 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: POINT @ 18.75ft (D=1767) SELF WEIGHT 9.74PLF From 0' to 23.75' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 488 0 0 0 0 0 0 0 488/0 2 1511 0 0 0 0 0 0 0 1511/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)7432 18.75 19125 39 0.9 Shear (lbs)1511 23.75 7107 21 0.9 Live Deflection 0.000 0 0.792 0 - Total Deflection 0.598 13.3 1.188 50 - Passe d Max Moment: D Max Shear: D Max Deflection: D Be am ID: 4 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: POINT @ 19.5ft (D=932) SELF WEIGHT 9.74PLF From 0' to 24' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 292 0 0 0 0 0 0 0 292/0 2 874 0 0 0 0 0 0 0 874/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)3835 19.5 19125 20 0.9 Shear (lbs)874 24 7107 12 0.9 Live Deflection 0.000 0 0.8 0 - Total Deflection 0.333 13.2 1.2 28 - Passe d Max Moment: D Max Shear: D Max Deflection: D vG25.12.25 : : : : Com pany Core Structure, Inc. Project TENANT IMPROVEMENT (PHASE 3) Job No.0 Plan 0 : : : : Designed NA Checked NA Date Client 0 TIC Structure Design 2025 12 LATERAL LOADS ANALYSIS Project: Job No.: Calc. No.: Designed By: TENANT IMPROVEMENT (PHASE 3)25263 - Subject: Checked By: Equipment Anchorage S.W. Design for : Rooftop Unit Seismic Load per: Mechanical and Electrical Component (ASCE 13.6) Ip (important factor) = 1 MCE short period SS= 1.450 MCE 1 sec. period S1= 0.470 Site Class= Default SDS= 1.150 ap (amplification factor)= 2.5 (ASCE Table 13.6-1) Rp (modification factor)= 6 (ASCE Table 13.6-1) Building height (H)= 15 ft Equipment anchor elev.(Z)= 3.5 ft Fp= 0.4x ap x SDS x (1+2x(Z/H)) / (Rp / Ip) x Wp (ASCE Eq. 13.3-1) = 0.28 Wp Fp,max.= 1.6 x SDS x Ip x Wp= 1.84 Wp (ASCE Eq. 13.3-2) Fp,min.= 0.3 x SDS x Ip x Wp= 0.35 Wp (ASCE Eq. 13.3-3) Using Lateral Force Eh = 0.35 Wp Wind Load per Method 2 - Analysis Procedure (ASCE 30.10) Design Wind Load for Rooftop equipment with H < 60 (ASCE 29.4.1) Wind speed= 95 mph Risk Catagoly II Exposure category= C Topographic factor KZt = 1 (ASCE 26.8.2) qh (velocity pressure)= 0.00256 Kz Kzt Kd V² I= 17.7 psf (ASCE Eq. 26.10-1) Kz= 0.9 (ASCE Table 26.10-1) Kd= 0.85 (ASCE Table 26.6-1) Fh= qz G Cr Aƒ (ASCE Eq. 29.4-2) GCr = 1.9 (Af < 0.1 BH) Fh= 33.6 psf 13 ANCHORAGE DESIGN Project: Job No.: Calc. No.: Designed By: TENANT IMPROVEMENT (PHASE 3)25263 Subject: Equipment Anchorage Checked By: S.W. ROOFTOP UNIT: 50FEQ-09 Equipment weight = 1767 lb Based on ASCE Table 13.6.1 Ω = 2.5 Anchorage : 4 row Total: 8 LAG BOLTS Gravity height 3.5 ft Anchorage space: 4.25 ft Project area =7.33 ft-w x 5.25 ft-h = 38.48 sq. ft Load Condition: 06D +0.7ΩE Lateral Force =0.35 x W= 609.6 lb Overturn moment = 3733.9 lb-ft Resistant moment = 2252.93 lb-ft Required uplift resistant= 87.1 lb/ ea. Bolt Required sliding resistant= 133.35 lb/ ea. Bolt Load Condition: 06D +0.6W Lateral Force =33.58 x Area= 1292 lb Overturn moment = 2713.8 lb-ft Resistant moment = 2252.9 lb-ft Required uplift resistant= 54.2 lb/ ea. Bolt Required sliding resistant= 96.9 lb/ ea. Bolt Using 3/8" THRU BOLT for single shear connections T/W = 826 > 54.2 (OK) V/W = 390 > 96.9 (OK) 14 ANCHORAGE DESIGN Project: Job No.: Calc. No.: Designed By: TENANT IMPROVEMENT (PHASE 3)25263 Subject: Equipment Anchorage Checked By: S.W. ROOFTOP UNIT: 50FEQ*05 Equipment weight = 923 lb Based on ASCE Table 13.6.1 Ω = 2.5 Anchorage : 4 row Total: 8 LAG BOLTS Gravity height 3.5 ft Anchorage space: 3.25 ft Project area =5.9 ft-w x 4 ft-h = 23.60 sq. ft Load Condition: 06D +0.7ΩE Lateral Force =0.35 x W= 318.4 lb Overturn moment = 1950.4 lb-ft Resistant moment = 899.93 lb-ft Required uplift resistant= 80.8 lb/ ea. Bolt Required sliding resistant= 69.658 lb/ ea. Bolt Load Condition: 06D +0.6W Lateral Force =33.58 x Area= 792.5 lb Overturn moment = 1664.3 lb-ft Resistant moment = 899.93 lb-ft Required uplift resistant= 117.6 lb/ ea. Bolt Required sliding resistant= 59.4 lb/ ea. Bolt Using 3/8" THRU BOLT for single shear connections T/W = 826 > 117.6 (OK) V/W = 390 > 59.4 (OK) 15 16 17 18 19 20