The URL can be used to link to this page

Home My WebLink About2130 E 4th St - REV 1 - PlanGENERAL DEMOLITION NOTES: 1.ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL, LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR NOT SPECIFIED ON THE DRAWINGS. 2.WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES. 3.THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS SUBCONTRACTORS' WORK AND PROVIDE FOR ITS REMOVAL FROM THE JOBSITE. 4.THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST FROM LEAVING THE J0BSITE. 5.THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION. 6.THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE CONTRACTOR. 7.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL COMPLETION OF CONTRACTED WORK. 8.THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. 9.THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 10.ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION. 11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES OF EXECUTED PERMITS TO ARCHITECT. 12.THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL REQUIREMENTS CALLED FOR ON THESE DRAWINGS. 13.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE COMMENCING ANY WORK. 14.EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE. 15.THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND/OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE. 16.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION. 17.ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ENSURE THAT INSTALLATION METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK. 18.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 19.DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED AND CHARGED TO THE PARTY RESPONSIBLE FOR THE DAMAGE. DEMOLITION REQUIREMENTS: 1.THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN ARCHITECTS DRAWINGS OR AS OTHERWISE DIRECTED BY ARCHITECT. 2.THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED. 3.ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES, EXCEPT ITEMS TO BE REUSED OR RETURNED TO TENANT OR AS OTHERWISE NOTED. 4.THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION, INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND EQUIPMENT. 5.IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, TACKLESS, PARTITIONS, ETC.) CAUSES AN UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED FLOORING. BIDDING GC TO SURVEY ON SITE. 6.THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER, INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOORS AND CEILING TILES, PUBLIC TOILETS, ELEVATORS, DOORS, BUCKS, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC. 7.THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE UNDER CONSTRUCTION AS REQUIRED. 8.THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACE ALL PROJECTING PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE BEING ABANDONED. 9.UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL AREAS BE LEFT BROOM CLEAN. 10.THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY WORK OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES. 11.THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT-OUTS AND PATCHING REQUIRED FOR INSTALLATION OF ALL WORK. DEMOLITION STANDARDS: 1.DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND REQUIRED BY JOB CONDITIONS. 2.PROTECT EXISTING CONSTRUCTION DESIGNATED TO REMAIN. 3.REMOVE DEMOLISHED ITEMS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. 4.DISCONNECTING, CUTTING, CAPPING, OR RELOCATING ANY ACTIVE UTILITY LINES ENCOUNTERED. 5.REFERENCE STANDARD ANSI A10.6 "SAFETY REQUIREMENTS FOR DEMOLITION" PUBLISHED BY THE AMERICAN NATIONAL STANDARDS INSTITUTE. 6.CEASE OPERATING AND IMMEDIATELY NOTIFY THE OWNER IF THE SAFETY OF EXISTING CONSTRUCTION APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO SUPPORT SUCH ENDANGERED CONSTRUCTION AND DO NOT RESUME OPERATIONS UNTIL APPROPRIATE PROTECTION HAS BEEN PLACED. 7.ALL DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF DEBRIS, UNLESS OTHERWISE DIRECTED BY THE OWNER. 8.REMOVE DEMOLISHED MATERIALS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. NO ON-SITE SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED. 9.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL TEMPORARY SHORING SYSTEMS USED DURING THE REMOVAL OF ALL STRUCTURAL ELEMENTS. 10.NO EXISTING STRUCTURAL ELEMENTS (BEAM, SHEAR WALL, ETC.) SHALL BE REMOVED UNLESS CONTRACTOR IS PREPARED TO BEGIN INSTALLATION OF A NEW STRUCTURAL ELEMENT OR PROVIDE APPROVED TEMPORARY SHORING. THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE PERFORMED. CONTRACTOR SHALL CAREFULLY INSPECT THE EXISTING CONDITIONS TO DETERMINE THE FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED. 11.ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS UNDAMAGED AND IN SUCH MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED WITH IT. 12.DEMOLISH EXISTING CONSTRUCTION TO THE EXTENT NECESSARY FOR THE PROPER INSTALLATION OF NEW CONSTRUCTION AND JUNCTION WITH EXISTING WORK.CUT BACK FINISHED SURFACE TO STRAIGHT, PLUMB AND LEVEL LINES AS REQUIRED. 13.SAWING SHALL BE PERFORMED BY EXPERIENCED CRAFTSMEN CUSTOMARILY ENGAGED IN AND PROPERLY EQUIPPED FOR THE PERFORMANCE OF THE TYPE OF WORK REQUIRED BY THE JOB CONDITION. PROVIDE WET VACUUM EQUIPMENT AS REQUIRED FOR CONTROL OF WASTE COOLING WATER. 14.REMOVE EXISTING CONSTRUCTION FOR INSTALLATION OF PIPING CONDUIT AND TUBING AS REQUIRED BY MECHANICAL AND ELECTRICAL TRADES. EXCEPTION: PIPING, CONDUIT, OR TUBING SHALL BE DONE BY THE TRADE INSTALLING THE PIPING, CONDUIT, OR TUBING. 15.REPAIR, RESTORE, OR REPLACE ANY DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO THE OWNER. THESE REPAIRS SHALL INCLUDE ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION. COORDINATE WITH LANDLORD OR LANDLORD'S ROOFER. 16.DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON THE PREMISES. PROVIDE FOR THE CONTINUOUS REMOVAL AND LEGAL OFF SITE DISPOSAL OF DEMOLISHED MATERIALS AS THE WORK PROGRESSES. DEMOLITION PREPARATION: 1.THE CONTRACTOR SHALL FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO COMPLETE THE CONTRACT. 2.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION AS NECESSARY WORK ALL OBVIOUS EXISTING CONDITIONS AND INSTALLATION ON THE SITE AS THOUGH THEY WERE COMPLETELY SHOWN OR DESCRIBED. ACCEPT THE SITE OF THE WORK AS IT EXISTS AND CLEAR OBSTRUCTION TO THE WORK INDICATED. 3.THE CONTRACTOR SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS AND LIMITATIONS THEREON AND THEREABOUTS, AND SHALL TAKE INTO ACCOUNT ALL SUCH CONDITIONS AND LIMITATION WHETHER OR NOT THE SAME ARE SPECIFICALLY SHOWN OR MENTIONED IN ANY OF THESE DOCUMENTS, INCLUDING WHATEVER SUMS ARE NEEDED TO COMPLETE THE WORK IN EVERY PART AS SHOWN, DESCRIBED, OR REASONABLY REQUIRED OR IMPLIED AND ATTAIN THE COMPLETED CONDITIONS. 4.THE CONTRACTOR SHALL TAKE CAREFUL NOTE THAT THE PREMISES AND ACTIVITIES WILL BE OPEN TO "BUSINESS AS USUAL" DURING THE COURSE OF THIS CONTRACT. NO INTERRUPTION OF TRAFFIC FLOW, UTILITIES SERVICES, OR OWNER'S USUAL ACTIVITIES WILL BE PERMITTED WITHOUT PREVIOUS SCHEDULING WITH THE OWNER. 5.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE BUILDING CODE HAVING JURISDICTION, THE GOVERNING STATE INDUSTRIAL SAFETY ORDERS, AND THE REQUIREMENTS OF THE OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA). 6.THE CONTRACTOR SHALL INCLUDE MISCELLANEOUS CUTTING AND PATCHING NECESSARY TO REWORK ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN. 7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON SEQUENCING AND PHASING OF VARIOUS PARTS OF THE WORK, SO THAT ALL FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK. 8.THE CONTRACTOR SHALL CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF NOISE. INSTRUCT ALL WORKMEN IN NOISE CONTROL PROCEDURES. 9.THE CONTRACTOR SHALL CONTROL ALL DUST BY PREVENTING PENETRATION THROUGH NON-DEMOLISHED PARTS OF THE PREMISES AND OTHER ADJOINING AREAS. DEMOLITION EXECUTION: 1.PROVIDE PROTECTION AS REQUIRED TO PREVENT GLASS BREAKAGE. REPLACE ALL BROKEN GLASS WITH MATCHING MATERIAL. 2.PROVIDE HOISTS AND CHUTES AS REQUIRED TO LOWER REMOVED MATERIALS. THROWING, DROPPING, OR PERMITTING THE FREE FALL OF MATERIALS AND DEBRIS FROM HEIGHTS WHICH WOULD CAUSE DAMAGE TO WORK TO REMAIN. 3.UNDUE NOISE OR EXCESSIVE DUST IS EXPRESSLY PROHIBITED. 4.ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS WAY BE REQUIRED TO PREVENT PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY. 5.PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK OR EQUIPMENT TO REMAIN. 6.REMOVE PARTITION FINISHES, STUDS PLATES AND SILLS WHERE ONLY A PARTIAL RUN IS REMOVED. CUT BACK FINISH MATERIAL TO THE CENTER LINE OF THE NEXT ADJACENT SUPPORT TO REMAIN. LEAVE REMAINING MATERIAL WITH A CLEAN TERMINAL LINE WITH NO LOOSE MATERIAL. 7.CAREFULLY REVIEW EXISTING CONDITIONS AND DETERMINE UTILITY LINES TO BE REMOVED AND THOSE TO REMAIN ACTIVE OR TO BE REACTIVATED. PROTECT UTILITY LINES TO REMAIN. PROVIDE FOR MINIMUM SERVICE INTERRUPTION FOR UTILITY LINES TO REMAIN. 8.REMOVE UNNEEDED UTILITY LINES COMPLETELY WHEREVER POSSIBLE. CUT AND CAP OR PLUG IN A POSITIVE MANNER BEHIND THE BACK OF FINISH MATERIAL. 9.ALL DEBRIS SHALL BE REMOVED FROM THE SITE. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF IN A LEGAL MANNER. 10.LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED. 11.REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-SURFACE TO RECEIVE NEW FLOOR AS REQUIRED. ADDITIONAL DEMOLITION NOTES: 1.REMOVAL OF EXISTING ELECTRICAL WORK SHALL INCLUDE CONDUIT, BOXES, WIRE CABLE, SUPPORTS, WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, LIGHTING FIXTURES, ETC. 2.UTILITIES STUBBED-UP FROM FLOOR AND SLAB ARE TO BE INTERCEPTED AND CAPPED BELOW FLOOR SLAB. 3.IF ASBESTOS IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY CEASE WORK IN THE AFFECTED AREA. THE OWNER SHALL ABATE ANY ASBESTOS UNDER A A SEPARATE AGREEMENT. 4.EXISTING PARTITIONS TO REMAIN SHALL BE PATCHED AS REQUIRED TO RECEIVE NEW FINISH AS SPECIFIED. 5.CARE SHALL BE TAKEN TO PROTECT EXISTING UTILITY LINES DURING DEMOLITION. 6.DO NOT DAMAGE ANY INTERIOR OR EXTERIOR WALLS OR COLUMNS TO REMAIN THAT SUPPORT THE ROOF STRUCTURE OR CANOPY. 7.PROVIDE ALL NECESSARY SHORING FOR DEMOLITION. PROVIDE SHOP DRAWING FOR SHORING. ALL SHORING SHALL BE REVIEWED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER. CONFIRM WHICH EXTERIOR WALLS OR COLUMNS SUPPORT THE FLOORS OR ROOF STRUCTURE ABOVE BEFORE DEMOLITION. 8.POWER AND SIGNAL DEMOLITION FOR ALL OUTLETS AND ALL TO BE DEMOLISHED WALLS. DISCONNECT AND REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO PANEL BOARDS OR NEAREST REMAINING OUTLET. 9.TURN OF POWER AT THE PANEL/SWITCH BOARDS FOR ALL EQUIPMENT SCHEDULED FOR REMOVAL OR DEMOLITION. LOCK THE DEVICE IN THE "OFF" POSITION, AND PROVIDE TAG IDENTIFYING EQUIPMENT SERVED AND ITS LOCATION. 10.REMOVE ALL FLEXIBLE DUCT, DIFFUSER, RELIEF GRILLES, HANGERS, ETC. IN SCOPE OF WORK AREA. ANY OPEN DUCT SHALL BE DAMPERED, SEALED, OR COVERED WITH VISQUENE TO MINIMIZE BLOWING DUST FROM THE CONSTRUCTION AREA. -END- DEMOLITION NOTES AD000 DEMOLITION NOTES CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 10 ' - 1 0 " V . I . F . 60'-2" V.I.F. 5'-4" 26 ' - 0 " 9'-5" 3'-4" ±21'-7" (V.I.F.) 5'-0" up up 3' - 6 " 4' - 0 " AD101 DEMOLITION - 1ST FLOOR PLAN KEYNOTES# 1.HIGHLIGHTED AREA INDICATES WHERE EXISTING CEILING SHALL BE REMOVED TO ACCOMMODATE NEW CEILING. SEE RCP PLAN 2.EXISTING COLUMNS TO REMAIN, PROTECT IN PLACE. 3.EXISTING EXIT DOORS TO REMAIN, REPLACE EXIT HARDWARE AS REQUIRED, V.I.F. 4.EXISTING STOREFRONT WINDOWS TO REMAIN. PROTECT IN PLACE, REPAIR AS REQUIRED, V.I.F. 5.EXISTING OFFICE / BREAK ROOM - REMOVE EXISTING WALLS, FLOORING, CEILING, ELECTRICAL, & MECHANICAL FIXTURES. EXISTING COUNTER, SINK & REFRIGERATOR SHALL REMAIN, PROTECT IN PLACE. PREPARE WALLS & FLOORS TO RECEIVE NEW FINISHES. 6.EXISTING RESTROOMS - UNLESS OTHERWISE SHOWN OR NOTED, REMOVE EXISTING RESTROOM WALLS, INCLUDING DOORS, COUNTERS, FLOOR/WALL FINISHES, CEILING, TOILET PARTITIONS, ACCESSORIES, ELECTRICAL, MECHANICAL & PLUMBING FIXTURES. REMOVE WATER LINES BACK TO SOURCE. CAP SEWER LINES BELOW SLAB, CAP DRAINS AT FLOOR LEVEL. SAFE BACK TO SOURCE ELECTRICAL PANELS, SUB PANELS AND WIRING THAT ARE TO BE REMOVED V.I.F. 7.REMOVE PORTION OF WALL TO ACCOMMODATE NEW DOOR. SEE PROPOSED FLOOR PLAN. 8.EXISTING EXTERIOR CONCRETE RAMP, CONCRETE STAIRS, PLANTERS, ETC. SHALL BE REMOVED TO ACCOMMODATE NEW ENTRY ACCESS. SEE PROPOSED FLOOR PLAN. 9.HATCHED AREA REPRESENTS EXISTING COURTYARD FINISHES & FURNITURE TO BE REMOVED, INCLUDING PAVERS, TABLES, CHAIRS, PLANTERS, & BENCHES. EXISTING CONCRETE SLAB TO REMAIN, PREPARE FOR LEVELING & NEW FINISH. SEE PROPOSED FLOOR PLAN & STRUCTURAL DRAWINGS. 10.EXISTING FLAG POLE TO BE CAREFULLY REMOVED & SAVED FOR RELOCATION. 11.REMOVE EXISTING LANDSCAPE, TUBE STEEL FENCE & CONCRETE CURBS / RETAINING WALLS AS REQUIRED, TO ACCOMMODATE NEW EXTERIOR PATIO. SEE PROPOSED FLOOR PLAN. 12.REMOVE PORTION OF EXISTING STOREFRONT WINDOW & EXTERIOR WALL, & SAWCUT PORTION OF EXTERIOR CONCRETE SLAB TO ACCOMMODATE NEW STOREFRONT DOOR. SEE PROPOSED FLOOR PLAN. 13.EXISTING TREES TO BE REMOVED. REPAIR AND REPLACE LANDSCAPING & IRRIGATION AS NEEDED. 14.REMOVE EXISTING WROUGHT IRON FENCE AND GATE. PREPARE BUILDING WALLS TO ACCOMMODATE NEW STOREFRONT & WALLS. 15.REMOVE COLUMN ENCASEMENT TO REVEAL STEEL COLUMN, PROTECT COLUMN IN PLACE. 16.HATCHED AREA REPRESENTS EXISTING BREEZEWAY WHERE PAVERS SHALL BE REMOVED. CLEAN & PREP EXISTING CONCRETE SLAB TO ACCOMMODATE NEW FLOOR FINISH. SEE PROPOSED FLOOR PLAN. 17.EXISTING STOREFRONT TO REMAIN. REPLACE EXIT HARDWARE AS REQUIRED, V.I.F. 18.EXISTING PLANTER WALLS TO REMAIN, PROTECT IN PLACE. 19.EXISTING WROUGHT IRON GATE TO BE REMOVED. SEE PROPOSED FLOOR PLAN. 20.EXISTING AREA DRAIN TO BE CAPPED & FILLED. 21.EXISTING PLANTERS & TREES TO REMAIN, PROTECT IN PLACE. 22.REMOVE EXISTING DOOR, FRAME & PORTION OF WALL TO ACCOMMODATE NEW CORRIDOR PATHWAY. 1.SEE SHT. AD000 FOR GENERAL DEMOLITION NOTES. 2.WHERE EXISTING WALLS, CEILINGS, ETC. ARE DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING. 3.REMOVE ALL UNUSED OR ABANDONED DATA, ELECTRICAL OUTLETS, CONDUITS, J-BOXES, PANELS, & SWITCHES IN AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION. PRESERVE ITEMS WHICH WILL REMAIN IN SERVICE. 4.REMOVE ANY NON ACCESSIBLE DOOR HARDWARE AND REPLACE. WITH LEVER TYPE. 5.REMOVE ANY UNNECESSARY THERMOSTATS AND PATCH WALLS. RELOCATE AS NECESSARY. 6.REMOVE ANY UNNECESSARY OR ABANDONED DUCTWORK WITHIN THE AFFECTED PORTIONS OF DEMOLITION. 7.ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS WILL REMAIN. 8.INFORMATION PROVIDED ARE A RESULT OF LIMITED FIELD VERIFICATION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING THE LOCATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PRIOR TO DEMOLITION. NOTIFY ARCHITECT AND/OR ENGINEER IF THERE ARE DISCREPANCIES BEFORE PROCEEDING WITH WORK. 9.GRIND AND SEAL FLOOR AT DEMOLISHED AREAS 10.PATCH CONCRETE FLOORS AND WALLS AT DEMOLISHED PLUMBING FIXTURES AND PARTITIONS. 11.ALL EXISTING WOOD PANELING FINISH AROUND ENTIRE BUILDING SHALL BE REMOVED (SAVE ADDRESS NUMBERS FOR RELOCATION). PREPARE SURFACE FOR STUCCO FINISH PER ELEVATIONS. DEMOLITION NOTES WALL LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED NORTH 4 TYP. 8 5 7 2 2 6 2 9 11 12 14 15 15 16 17 7 (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E ) S T O R . (E)JAN.(E)OPENOFFICE (E ) S T O R A G E (E)OFFICE (E)OFFICE (E)OFFICE (E)LOBBY (E)BREAKRM(E)OFFICE(E)OFFICE (E)OPENOFFICE (E)MAINT. (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)STORAGE(E)STORAGE (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)SUPPLY (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)STOR. MAINT. (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)CONF.ROOM(E)OFFICE (E)STOR. (E)OFFICE (E)OFFICE (E)ELEC.RM(E)ELEC.RM (E)COURTYARD (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)OPENOFFICE (E)CONF.ROOM (E)CONF.ROOM (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)STORAGE (E)OFFICE (E)OFFICE (E)LOBBY (E)CONF 1 1 3 3 3 3 3 (E)HALLWAY (E)OFFICE 10 16 18 19 20 21 131313 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 7 22 PLAN CHECK CORRECTIONS 12.17.2024D D REN. 11/30/25 2130 E 4th St 2/11/2025 dn dn open to below 2'-11"4'-6" 8' - 3 " 3'-4" 9' - 8 " ±3 ' - 6 " ±5'-9 " AD102 DEMOLITION - 2ND FLOOR PLAN KEYNOTES# 1.SEE SHT. AD001 FOR GENERAL DEMOLITION NOTES. 2.WHERE EXISTING WALLS, CEILINGS, ETC. ARE DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING. 3.REMOVE ALL UNUSED OR ABANDONED DATA, ELECTRICAL OUTLETS, CONDUITS, J-BOXES, PANELS, & SWITCHES IN AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION. PRESERVE ITEMS WHICH WILL REMAIN IN SERVICE. 4.REMOVE ANY NON ACCESSIBLE DOOR HARDWARE AND REPLACE. WITH LEVER TYPE. 5.REMOVE ANY UNNECESSARY THERMOSTATS AND PATCH WALLS. RELOCATE AS NECESSARY. 6.REMOVE ANY UNNECESSARY OR ABANDONED DUCTWORK WITHIN THE AFFECTED PORTIONS OF DEMOLITION. 7.ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS WILL REMAIN. 8.INFORMATION PROVIDED ARE A RESULT OF LIMITED FIELD VERIFICATION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING THE LOCATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PRIOR TO DEMOLITION. NOTIFY ARCHITECT AND/OR ENGINEER IF THERE ARE DISCREPANCIES BEFORE PROCEEDING WITH WORK. 9.GRIND AND SEAL FLOOR AT DEMOLISHED AREAS 10.PATCH CONCRETE FLOORS AND WALLS AT DEMOLISHED PLUMBING FIXTURES AND PARTITIONS. 11.ALL EXISTING WOOD PANELING FINISH AROUND ENTIRE BUILDING SHALL BE REMOVED (SAVE ADDRESS NUMBERS FOR RELOCATION). PREPARE SURFACE FOR STUCCO FINISH PER ELEVATIONS. DEMOLITION NOTES WALL LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED NORTH 1.HIGHLIGHTED AREA INDICATES WHERE EXISTING CEILING SHALL BE REMOVED TO ACCOMMODATE NEW CEILING. SEE RCP PLAN 2.REMOVE PORTION OF EXISTING WALL TO ACCOMMODATE PROPOSED PLAN LAYOUT. SEE PROPOSED FLOOR PLAN. 3.EXISTING DOOR TO BE REMOVED & SAVED FOR POSSIBLE RELOCATION. 4.EXISTING STOREFRONT WINDOWS TO REMAIN. PROTECT IN PLACE, REPAIR AS REQUIRED, V.I.F. 5.EXISTING OFFICE AREAS - REMOVE EXISTING WALLS, FLOORING, CEILING, ELECTRICAL, & MECHANICAL FIXTURES. EXISTING COUNTER, SINK & REFRIGERATOR SHALL REMAIN, PROTECT IN PLACE. PREPARE WALLS & FLOORS TO RECEIVE NEW FINISHES. 6.EXISTING RESTROOMS - UNLESS OTHERWISE SHOWN OR NOTED, REMOVE EXISTING RESTROOM WALLS, INCLUDING DOORS, COUNTERS, FLOOR/WALL FINISHES, CEILING, TOILET PARTITIONS, ACCESSORIES, ELECTRICAL, MECHANICAL & PLUMBING FIXTURES. REMOVE WATER LINES BACK TO SOURCE. CAP SEWER LINES BELOW SLAB, CAP DRAINS AT FLOOR LEVEL. SAFE BACK TO SOURCE ELECTRICAL PANELS, SUB PANELS AND WIRING THAT ARE TO BE REMOVED V.I.F. 7.EXISTING SECOND FLOOR RECEPTION AREA MILLWORK TO BE CAREFULLY REMOVED & RELOCATED TO FIRST FLOOR. SEE PROPOSED FLOOR PLAN. 8.EXISTING STOREFRONT TO BE REMOVED. 9.EXISTING LOW WALLS & FINISH MATERIALS AROUND EXISTING ELEVATED WALKWAY TO BE REMOVED. EXPOSE STRUCTURAL ELEMENTS TO PREPARE FOR NEW FLOOR INFILL. 10.REMOVE EXISTING WOOD PANELING AT ALL SIDES OF WINDOW RECESS. PREPARE SURFACE TO RECEIVE NEW STUCCO FINISH. 11.HATCHED AREA REPRESENTS EXISTING PAVERS TO BE REMOVED. EXISTING TOPPING SLAB & FLOOR DRAINS TO REMAIN, PREPARE FOR LEVELING & NEW FINISH. SEE PROPOSED FLOOR PLAN. AT EXISTING DOORS, PROTECT THRESHOLDS IN PLACE. 12.REMOVE EXISTING WINDOW & FRAME. PREPARE OPENING TO BE INFILLED. 13.REMOVE EXISTING DOOR, FRAME & PORTION OF WALL TO ACCOMMODATE NEW OFFICE DOOR & HALLWAY ACCESS. EXISTING CEILINGS IN THIS AREA TO REMAIN, PROTECT IN-PLACE & REPAIR / REPLACE AS REQUIRED. 1 5 5 2 6 7 4 4 4 TYP. 4 TYP. 3 8 3 (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (ESTORAGE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)LOBBY (E)STORAGE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OPENOFFICE (E)BREAKROOM (E ) S T O R A G E (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)JAN. (E)STORAGE(E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)STORAGE (E)ELEVATOR (E)JAN. (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (ESTORAGE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE 3 (E)OFFICE 1 1 2 2 3 8 9 OPEN TO BELOW 10 TYP.10 TYP. 10 TYP. 11 10 TYP. CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 12 12 PLAN CHECK CORRECTIONS 1.16.2025E E 13 13 E REN. 11/30/25 2130 E 4th St 2/11/2025 5/ 8 " 0.2 INCH SPACE BETWEEN CELLS. RAISED WIDTH TO HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1. STROKE WIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. SANS SERIF CHARACTERS. PICTOGRAMS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM HEIGHT. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS. SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTED. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. INTERNATIONAL ACCESSIBILITY SYMBOL INTERNATIONAL TDD SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING EMPAIRED 58 " - 6 0 " A . F . F . RESTROOM IDENTIFICATION SYMBOLS, 1115B.5 COLOR TO CONTRAST WITH DOOR COLOR NO TEXT OR ISA REQ'D NO BRAILLE ON THIS SIGN 12" DIAMETER CONTRASTING COLORS INTERNATIONAL SYMBOL OF ACCESSIBILITY TACTILE & BRAILLE ROOM ID SIGNAGE, 1117B.5.1 (2) 6" PICTOGRAM, 117B.5.5 ALL UPPPER CASE TEXT 5/8"-2" HEIGHT, RAISED 1/32" CONTRACTED GRADE 2 BRAILLE 70% CONTRAST BETWEEN CHARACTERS AND BACKGROUND PER ADAAG A4.30.5 EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP WITH THE FOLLOWING WORDS AS APPROPRIATE : A. "EXIT STAIR DOWN" B. " EXIT RAMP DOWN" C. " EXIT STAIR UP" D. " EXIT RAMP UP" EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN W/ THE WORDS - "EXIT ROUTE" 36" MAX. 7"-9" 33 " - 3 6 " TO P O F G . B . 24" 17" TO 19" TO TOP OF TOILET ROLL PAPER HOLDER WITHOUT STOPS 27 " M I N . 29 " M I N . 34 " M A X . 6" MAX. *** 17" MIN. 8" MIN. * 19 " 24" MIN. 60" MIN. 17 " - 1 8 " 34" 32 " 44" MIN. CLR. 42" (MIN.) GRAB BAR FLUSH ACTIVATOR ON WIDE SIDE 36" (MIN.) GRAB BAR 30" X 48" MIN. CLR. FLR. SPACE 60" X 60" LEVEL AND CLEAR TOILET SEAT DISPENSER (WHERE OCCURS) 1-1/2"Ø DIAMETER GRAB BAR W/ PEENED FINISH & 250 LBS. CAPACITY 18" MIN. 60 " M I N . 54" MIN. 56" MIN. AT WALL MOUNTED W.C. WHEN DOOR SWINGS IN 59" MIN. AT FLOOR MOUNTED W.C. WHEN DOOR SWINGS IN 12" MAX. 42" MIN. GRAB BAR SEAT 54" MIN. * KNEE CLEARANCE *** TOE CLEARANCE NOTE : IF A MIN. 9" HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO TOE SPACE. MIN. CLEAR 60" DIA . 40 " M A X TO R E F L E C T I V E SU R F A C E 9" M I N . 17"-18" TYP. 24 " M I N . 60 " D I A . 32" CLR. 18" MIN. CLEAR, 24" PREFERRED 17 " M I N . 9" M A X . TO CENTERLINE PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET. 48" MIN. WHEN FRONT ENTRY DOOR OR 60" MINIMUM WHEN SIDE ENTRY DOOR 42" GRAB BAR 36" (MIN.) GRAB BAR 54 " M I N . 30" X 48" MIN. CLR. FLR. SPACE MAX.6" WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY THE FOLLOWING MEANS: INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS. 36" MIN. IF ALCOVE DEPTH IS > 24". WATER FLOW :THE SPOUT SHALL PROVIDE AT LEAST 4" HIGH MINIMUM AND SHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. 1-1/4" TO 1-1/2" OUTSIDE DIA. 34 " T O 3 8 " 12" TW + 12" BOTTOM LANDING 1'-0" MIN. 34 " T O 3 8 " GRAB BAR HANDRAIL HANDRAIL GRAB BAR 1- 1 / 2 " 18 " M I N . PROVIDE SECOND SET OF HANDRAILS AT 24' A.F.F. WHEN CHILDREN ARE PRIMARY USERS. VISUAL WARNING STRIPS SHALL BE 2" MIN. WIDTH AND INSTALLED 1" MAX. FROM EDGE OF THE TOP AND BOTTOM TREADS OF INTERIOR STAIRS, AND ON ALL TREADS OF EXTERIOR STAIRS. TOP LANDING TW = TREAD WIDTH 34 " T O 3 8 " 11" MIN. 48" MIN. SIDEWALK 36" MIN. CLR.36" MIN. CLR. 48" MIN. SIDEWALK ADJACENT HAZARD 27 " 34 " T O 3 8 " 34 " 42 " M I N . 1. ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. AS REQUIRED SEE NOTE 2. SEE NOTE 2. SEE NOTE 2. AS REQUIRED 30 " NOTE: 48" MIN. 27 " 34 " T O 3 8 " 2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. 12" MIN.12" MIN. HORIZONTAL RAILING REQUIRED WHERE INTERMEDIATE RAILS WITH A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYPICAL. 6" HIGH WARNING CURB REQUIRED WHEN A 4" (OR MORE) DROP OCCURS. 4" MINIMUM TO 30" MAXIMUM GUARD RAIL AND CURB WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 30" MAX. RISE (TYP.) WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 30" MAX. RISE (TYP.) WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH AS REQUIRED 30" MAX. RISE (TYP.)INTERMEDIATE TURNING PLATFORM INTERMEDIATE LEVEL PLATFORM CURB (TYP.) STREET (TYP.) GUARD RAIL CENTERED AT 3" +1" HIGH BOTTOM LEVEL PLATFORM TOP PLATFORM INTERMEDIATE PLATFORM 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING TOP PLATFORM 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING NOTE : MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. FACE OF CURB HANDRAIL AND CURB AT RAMPS 2. 3. 4. AUTOMATIC DOORS AND POWER ASSISTED DOORS SHALL COMPLY WITH BHMA A156.10. SLOW OPENING, LOW-POWERED, AUTOMATIC DOORS SHALL COMPLY WITH BHMA A156.19. SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECONDS AND SHALL REQUIRE NO MORE THAN 15 LBF. TO STOP DOOR MOVEMENT. IF A POWER ASSISTED DOOR IS USED. ITS DOOR OPENING FORCE SHALL COMPLY WIHT 1133B.2.5 AND ITS CLOSING SHALL CONFORM TO THE REQUIREMENTS OF IN BHMA A156.19. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. THE BOTTOM 10" OF DOORS EXCEPT SLIDING AND AUTOMATIC SHALL HAVE A SMOOTH UNITERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING TRAP OR HAZARDOUS CONDITION. LATCHING AD LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL ARE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. HAND ACTIVATED DOOR OPENING HARDWARE , HANDLES, LATCHES , PULLS, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. OPENING HARDWARE IS CENTERED BETWEEN 34" - 44" ABOVE FINISH FLOOR. MAXIMUM 5 LBS. EFFORT TO OPERATE EXTERIOR DOOR AND INTERIOR DOOR. 15 LBS MAX. PRESSURE TO OPERATE FIRE DOORS. 34" TO 44" CENTERLINE OF LEVER OR U SHAPED HANDLE 10" MIN. BOTTOM RAIL OR PROVIDE KICK PLATE RUBBER BUMPER ON CHAIR 5. 48 " M I N I M U M 60 " M I N I M U M DO O R W I D T H P L U S 4 2 " 60" MIN. 48" MINIMUM 48 " M I N I M U M 32" CLR. 36" MIN. 60 " MI N . PUSH SIDE 54" MIN. *4 4 " M I N . 12" MIN. WHERE ADJACENT OBSTRUCTION OR WALL OCCURS PROVIDE THIS ADDTIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 24"MIN. CLR. AT EXTERIOR DOORS 18" MIN. CLR. AT INTERIOR DOORS * NOTE: 48" MINIMUM IF DOOR HAS BOTH A LATCH AND A CLOSER 24" MIN. EXTERIOR OF BLDG. 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. 12" MIN. PUSH SIDE PULL SIDE X SHALL BE LESS THAN OR EQ. TO 25 INCHES; Z SHALL BE WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. 48 " 48" MIN. X Y Z 48" 48" 30 " M I N . 30 " M I N . 48" MIN. Z X 15 " M I N . 54 " M A X . 48 " 30" 46 " M A X . 24"30" 15 " M I N . 34 " M A X . 10" 10"30" GREATER THAN OR EQUAL TO X. 1/ 4 " M A X . 1/4" MAX. 1/2" MAX. CANE RANGE 27 " M A X . WHEN 27" 80 " M I N . 12" MAX. CANE RANGE OR BELOW POSTS OR PYLON COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR EVEN THRESHOLD 1/2" MAX. PILE HEIGHT CANE HITS POST OR PYLON BEFORE PERSON HITS OBJECT AT 1:2 SLOPE ALL DISPENSERS 40" MAX. TO HIGHEST OPERABLE PART 48 " - 6 0 " A . F . F . 48 " M I N . A. F . F . MAN/WOMAN PICTOGRAM DESIGN NOT REGULATED 60 " M A X . A. F . F . 48 " M I N . A. F . F . 60 " M A X . A. F . F . 48 " M I N . A. F . F . 60 " M A X . A. F . F . 3MULTIPLE ACCOMODATION TOILET N.T.S. 1PEDESTRIAN RAMP & NOTES N.T.S. 8STAIR & HANDRAIL NOTES N.T.S. 7SINGLE ACCOMODATION TOILET N.T.S.11DRINKING FOUNTAIN N.T.S.15SIGNS / PICTOGRAMS N.T.S. 18PROTRUDING OBJECTS N.T.S. 17THRESHOLD / LEVEL CHANGES N.T.S.9DOOR CLEARANCES N.T.S.13REACH REQUIREMENTS N.T.S. 7" MA X . CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING 1ST PLAN CHECK SUBMITTAL - BUILDING DEPT 02.08.2024 G-001 ACCESSIBILITY NOTES & DETAILS 2130 E 4th St 2/11/2025 REN. 11/30/25 Bldg #101119571 Elect #20183018 Mech #40139177 Plumb #30147360 APPROVALS: PLNG - H. Jacinto BLDG - CSG POLICE - B. Martin PUBLIC WORKS - B. Sarlak ELECT/MECH/PLUMB - CSG 2130 E 4th St 2/11/2025 GENERAL NOTES CS-02 1.GENERAL CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE AND REQUEST CLARIFICATION FROM " BSB DESIGN " , REGARDING DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK. 2.CONTRACTOR SHALL NOT SCALE DRAWINGS. ALL NOTED DIMENSIONS GOVERN. LARGE SCALE DETAILS OVERRIDE SMALL SCALE DETAILS. ALL DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF "BSB DESIGN" PRIOR TO COMMENCEMENT OF INSTALLATION. 3.ALL SNAP LINES AND SPRAYED CORNERS ARE TO BE PUT DOWN AND APPROVED BY "BSB DESIGN", PRIOR TO THE START OF FRAMING. 4.ALL "HOLD" DIMENSIONS MUST BE MAINTAINED. 5.ALL PARTITIONS SHOWN AS "ALIGN" ARE TO BE SMOOTH AND FLUSH WITH EXISTING CONSTRUCTION. 6.PROVIDE METAL CORNER BEADS AT ALL DRYWALL PARTITION CORNERS AND ENDS. 7.WHERE REQUIRED, PROVIDE FURRING OR MINIMUM ADDITIONAL PARTITION THICKNESS WITH CONTINUOUS INSULATION FOR PLUMBING WALLS. 8.ALL PAINTED METAL GYP. BD. WALL / CEILING REVEALS SHALL BE CONTINUOUS WITH WELDED AND MITERED CONNECTIONS TYPICAL. 9.WHERE METAL STUD FRAMING ADJOINS METAL DUCTS OR PIPES, OR WHERE TWO METALS ARE AFFIXED TO EACH OTHER, THE GENERAL CONTRACTOR WILL PROVIDE INSULATING MATERIAL BETWEEN SO THAT NO VIBRATION OR NOISE WILL BE TRANSMITTED. ALL LOCATIONS ARE TO BE BROUGHT TO "BSB DESIGN" ATTENTION. 10.AT ALL RATED PARTITIONS AND PARTITIONS OR BAFFLES EXTENDING TO THE FLOOR STRUCTURE ABOVE WILL BE SCALED TO THAT STRUCTURE, TO PERIMETER WALLS AND AROUND ANY PENETRATIONS SUCH AS PIPES OR DUCTS. WHERE A DUCT OR OTHER CONSTRUCTION RUNS PARALLEL WITH A RATED PARTITION, OFFSET THAT PARTITION ABOVE THE CEILING AROUND THE CONSTRUCTION TO MAINTAIN THE FIRE RATING. ALL SUCH CONDITIONS SHOULD BE IDENTIFIED ON THE COORDINATION DRAWINGS AND SUBMITTED TO THE "BSB DESIGN " FOR APPROVAL. 11.ALL GYPSUM WALL BOARD USED WILL BE 5/8" FIRE CODE TYPE "X" BY U.S.G., U.O.N. 12.GENERAL CONTRACTOR TO SCAR PATCH ALL CORE WALLS AND PERIMETER BASE BUILDING WALLS NOT IN ALIGNMENT WITH THE ADJACENT CORE WALLS & SCARRED FROM DEMOLITION OR EXISTING CONDITIONS AS REQUIRED. 13.CONTRACTOR IS RESPONSIBLE TO COORDINATE DEPTH OF FIRE EXTINGUISHER CABINET WITH NEW PARTITIONS. CONTRACTOR TO THICKEN SPECIFIED PARTITION AS REQUIRED TO INSTALL CABINET CORRECTLY AS MANUFACTURED RECOMMENDS. CONTRACTOR TO THICKEN PARTITION AS REQUIRED TO HOLD NEW CABINET. PARTITIONS TO BE THICKENED FOR ENTIRE LENGTH OF WALL. 14.CONTRACTOR TO SPRAY PAINT LOCATION OF ALL FIXTURES, WALLS, MILLWORK, OUTLETS, LIGHTS, ETC. FOR " BSB DESIGN" APPROVAL PRIOR TO ANY CONSTRUCTION STARTING. ONCE "BSB DESIGN" APPROVES ALL LAYOUTS, THEN CONTRACTOR CAN PROCEED WITH THE PROJECT. "BSB DESIGN" SHALL BE NOTIFIED OF ANY DEVIATION FROM DIMENSIONS OR CLEARANCES INDICATED ON PLANS REQUIRED DUE TO FIELD CONDITIONS. 15.CONTRACTOR TO PROVIDE SOUND RESISTANT SEALANT AT WHEREVER CONDUIT, J-BOXES, PLUMBING PIPES, ETC. OCCUR. PIERCE ACOUSTICAL PARTITIONS OR CEILINGS. CONTRACTOR TO OBTAIN "EQUAL TO" STC / NRC RATINGS AT PARTITIONS WITH NO PIERCING. 16.ALL SURFACES SCHEDULED TO RECEIVE WALL COVERING MUST BE ABSOLUTELY FREE OF ANY DEFECT THAT WILL BE VISIBLE THROUGH THE INSTALLED WALL COVERING. SUCH SURFACES WILL RECEIVE ONE (1) COAT OF FLAT PRIME PAINT PRIOR TO INSTALLATION. THE GENERAL CONTRACTOR WILL APPLY ALL WALL COVERING IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATIONS. THE GENERAL CONTRACTOR WILL EXAMINE ALL SUCH MATERIALS FOR DEFECTS AND VARIATION IN COLOR BEFORE APPLICATION, AND NOTIFY " BSB DESIGN " IF ANY SUCH DEFECTS ARE FOUND. 17.CONTRACTOR SHALL PROVIDE A MINIMUM OF LEVEL "4" FINISH ON ALL GYP. BD. WALLS PRIOR TO PAINTED FINISH APPLICATION. NEW PARTITIONS SHALL BE APPROVED FOR FINISH BY " WITHEE MALCOLM ARCHITECTS " AS REQUIRED PRIOR TO PAINTING. CONTRACTOR TO PUT IN WRITING AND NOTIFY " BSB DESIGN " IF THEY ARE PROVIDING A FINISHED LEVEL LESS THAN "4". 18.CONTRACTOR SHALL PROVIDE TEMPERED GLASS AS REQUIRED BY CODE AT SCHEDULED GLASS PARTITIONS. 19.CONTRACTOR SHALL PROVIDE FRAMELESS ACCESS PANELS AS REQUIRED FOR MECHANICAL, ELECTRICAL, AND PLUMBING INSTALLATIONS PER APPLICABLE BUILDING CODES. CONTRACTOR SHALL COORDINATE TYPE AND LOCATION OF ACCESS PANELS WITH " BSB DESIGN " PRIOR TO INSTALLATION. PROVIDE GFRG PANELS AT GYP BOARD CEILINGS U.O.N.. 20.THE GENERAL CONTRACTOR WILL DOUBLE UP METAL STUDS AT ALL DOORS AND WINDOW OPENINGS UNLESS OTHERWISE NOTED. GENERAL NOTESPARTITION NOTES FIRE DEPARTMENT NOTES 1.AMERICAN INSTITUTE OF ARCHITECTS DOCUMENT #A201-2010, "GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION," SHALL GOVERN THE WORK OF THIS CONTRACT. BIDDERS ARE REQUIRED TO BECOME FAMILIAR WITH THESE DOCUMENTS. 2.PRECEDENT: LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DETAILS TAKE PRECEDENCE OVER ALL. NOTIFY " BSB DESIGN " OF CONFLICTS OR DISCREPANCIES IN WRITING PRIOR TO COMMENCEMENT OF CONSTRUCTION. 3.DIMENSION CONVENTIONS: A.DIMENSIONS ARE SHOWN FROM FACE OF STUD, U.N.O. B.DIMENSIONS NOTED "CLEAR" OR "CLR." MUST BE PRECISELY MAINTAINED ALLOWING FOR THICKNESS OF MATERIAL. C.DIMENSIONS ARE NOT ADJUSTABLE WITHOUT " BSB DESIGN "'S APPROVAL, U.O.N D.DIMENSIONS TO EXTERIOR WINDOW WALL ARE TO INSIDE FINISHED FACE OF THE WALL, U.O.N. E.DIMENSIONS TO EXTERIOR GLAZING ARE TO THE INSIDE FACE OF THE EXTERIOR GLAZING. F.VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FINISHED FLOOR, U.N.O. G.DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITH THE WORK BEFORE CLARIFYING WITH " BSB DESIGN " H.VERIFY DIMENSIONS MARKED "V.I.F."OR PRIOR TO START OF CONSTRUCTION. REPORT INCONSISTENCIES TO " BSB DESIGN " 4.DEFINITION OF TERMINOLOGY: A."TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS, U.N.O. B."SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITIONS NOTED. C."PROVIDE" MEANS FURNISH AND INSTALL, COMPLETE AND IN PLACE. D."INSTALL" MEANS PUT INTO PLACE AN ITEM SUPPLIED BY CLIENT OR OTHERS. E."ALIGN" MEANS ACCURATELY LOCATE FINISH FACES IN THE SAME PLANE. 5.ALL REQUIRED PERMITS AND LICENSES SHALL BE OBTAINED AND PAID FOR BY THE CONTRACTOR. 6.AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE " BSB DESIGN ", IN WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER UNAVAILABLE OR WILL CAUSE A DELAY TO THE COMPLETION OF CONSTRUCTION. 7.CONTRACTOR IS RESPONSIBLE AT BID TIME, TO VERIFY WHETHER EXISTING CEILING GRID ATTACHMENT SYSTEM REQUIRES MODIFICATIONS OR UPGRADE TO MEET SEISMIC REQUIREMENTS. IF SO, THIS SHOULD BE INCLUDED IN SCOPE OF WORK. CHANGE ORDERS FOR THIS TASK WILL NOT BE ACCEPTED DURING CONSTRUCTION. 8.CONTRACTOR TO VERIFY AT BID TIME IF EXISTING PIPES, HVAC OR ANY OTHER ITEM NEEDS TO BE RELOCATED TO ACCOMMODATE THE PROPOSED DESIGN. IF SO, THESE RELOCATIONS SHOULD BE IDENTIFIED IN THE BID TO BE ACCEPTED OR REJECTED BY ARCHITECT. CHANGE ORDERS FOR THESE KINDS OF RELOCATIONS AT ACCESSIBLE CEILINGS WILL NOT BE ACCEPTED DURING CONSTRUCTION. 9.BY ENTERING INTO AN AGREEMENT WITH THE CLIENT, THE CONTRACTOR REPRESENTS THAT HE HAS VISITED THE JOB SITE, FAMILIARIZED HIMSELF WITH EXISTING CONDITIONS, AND NOTED IN WRITING AND PROVIDED TO " BSB DESIGN " / OWNER ANY DISCREPANCIES WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. 10.IMMEDIATELY AFTER BEING AWARDED THE CONTRACT, THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SCHEDULE WHICH SHALL BE CONTINUOUSLY UPDATED AND POSTED ON THE JOB SITE AT ALL TIMES. 11.THE CONTRACTOR SHALL VERIFY THE REQUIRED LOCATIONS AND RELATED COSTS FOR ALL NECESSARY FRAMELESS ACCESS PANELS (IN PARTITIONS, FLOORS OR CEILINGS). THE CONTRACTOR SHALL COORDINATE WITH " BSB DESIGN " BEFORE INSTALLATION. 12.ALL PARTITIONS, FLOORS AND CEILINGS SHALL BE PATCHED OR REPAIRED AS REQUIRED FOR FINISH APPLICATIONS. PATCHED AND REPAIRED SURFACES SHALL BE EQUAL TO NEW. THE CONTRACTOR SHALL ADVISE " BSB DESIGN " OF ANY EXISTING CONSTRUCTION WHICH IS NOT LEVEL AND PLUMB (WITHIN INDUSTRY STANDARDS) BEFORE START OF CONSTRUCTION. FLOOR PREP SHOULD THEREFORE BE INCLUDED IN THE JOB BID. 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING TEMPORARY UTILITIES (POWER, LIGHTING, WATER AND RESTROOM FACILITIES) TO THE JOB SITE FOR USE BY ALL CONSTRUCTION TRADES, INCLUDING THOSE NOT A SUBCONTRACTOR TO THE GENERAL CONTRACTOR. CONTRACTOR TO PROVIDE PROTECTION AS REQUIRED. ANY DAMAGE TO THESE FACILITIES SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 14.THE CONTRACTOR SHALL NOTE THAT THERE SHALL BE NO SUBSTITUTIONS FOR ANY MATERIAL WHERE SPECIFIC MANUFACTURERS ARE SPECIFIED. WHERE APPROVED EQUAL IS USED, IT SHALL BE UNDERSTOOD THAT THE SUBSTITUTE SHALL BE BY JUDGMENT AND APPROVAL OF " BSB DESIGN ", AND ALL REQUESTS SHALL BE MADE PRIOR TO INSTALLATION. CONTRACTOR SHALL SUBMIT THREE (3) SETS OF MANUFACTURER'S CUT SHEETS OF SAMPLES AND/OR ONE (1) REPRODUCIBLE ORIGINAL OF DWG'S FOR ALL REQUESTED SUBSTITUTIONS OF MATERIALS, HARDWARE, MILLWORK, GLASS PARTITIONS, CEILING SYSTEMS, PLUMBING FIXTURES, ETC. TO "BSB DESIGN " FOR APPROVAL. 15.ALL CONTRACTORS SHALL CONTACT BUILDING MANAGEMENT TO DETERMINE THE BUILDING OWNER'S RULES FOR CONSTRUCTION, DELIVERIES, CONSTRUCTION TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS HOURS ONLY, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT THE WORK. IF OVERTIME WORK IS REQUIRED BY ANY TRADE, APPROVAL (INCLUDING COST APPROVAL) MUST BE OBTAINED PRIOR TO THE EXECUTION OF ANY WORK. THE GENERAL INTENT IS THAT ALL WORK EXCEPT FOR NOISE-GENERATING CONSTRUCTION SHALL BE PERFORMED ON REGULAR TIME. 16.MANUFACTURERS OF MATERIALS, OTHER THAN THOSE SPECIFIED ON THESE PLANS, SHALL MEET THE SPECIFIC REQUIREMENTS OF GOVERNING AGENCIES HAVING JURISDICTION OVER THIS PROJECT. WHEN SUBSTITUTIONS OF THE SPECIFIED MATERIALS ARE REQUESTED TO BE MADE BY THE CONTRACTOR (WHETHER AS AN "APPROVED EQUAL" OR NOT) THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXPENSES INCURRED BY " BSB DESIGN " IN REVIEWING, RESEARCHING, APPROVING, AND COORDINATING REQUESTED SUBSTITUTIONS. 17.GENERAL CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE RESPONSIBLE FOR VERIFICATION AND APPROVALS OF SUBSTITUTED MATERIALS AS REQUESTED BY GOVERNING AGENCIES. ALL SUBSTITUTIONS ARE TO BE BROUGHT TO THE ATTENTION OF " BSB DESIGN " PRIOR TO COMMENCEMENT OF INSTALLATION. IF THIS NOTIFICATION IN WRITING DOES NOT OCCUR OR IS REJECTED, " BSB DESIGN " ASSUMES NO RESPONSIBILITY FOR THE MATERIAL. 18.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL CONSTRUCTION PHASES FOR THE USE OF ALL TRADES. THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION DRAWINGS, AT ALL TIMES DURING THE PROGRESS OF THE JOB (I.E. REVISIONS) ON A TIMELY BASIS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE NOT AVAILABLE TO SUBCONTRACTORS. 19.UPON COMPLETION OF THE JOB, THE GENERAL CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSPECTION OF SATISFACTORY COMPLETION TO " BSB DESIGN " 20.CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ALL WORK AND MATERIALS IN CONFORMANCE WITH ANY CODE OR CODES OF FEDERAL, STATE, COUNTY OR MUNICIPALITY HAVING JURISDICTION OVER SUCH WORK. ALL APPLICABLE REQUIREMENTS IN THESE REGULATIONS SHALL BE FOLLOWED THE SAME AS IF NOTED ON THE DRAWINGS. CONFLICTS BETWEEN WORK SET FORTH ON THE DRAWINGS AND BUILDING CODES, LAWS OR REGULATIONS NOTED BY THE GENERAL CONTRACTOR SHALL BE SUBMITTED TO " BSB DESIGN " FOR RESOLUTION BEFORE PROCEEDING WITH THE WORK. 21.THE CONTRACTOR SHALL, AT ALL TIMES, KEEP PREMISES FREE FROM ALL ACCUMULATION OF DEBRIS CAUSED BY HIS OPERATIONS. AT THE COMPLETION OF THE WORK, SHALL CLEAN ALL GLASS AND WOOD SURFACES AND LEAVE THE WORK "BROOM CLEAN." SHALL ALSO CLEAN ALL LIGHT FIXTURES. 22.THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND OTHER ITEMS NECESSARY FOR THE COMPLETION OF ALL WORK SHOWN, CALLED FOR, OR REASONABLY IMPLIED BY THE CONTRACT DOCUMENTS EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE. 23.WHERE WORK OR EQUIPMENT IS INDICATED AS N.I.C., SUCH WORK AND/OR EQUIPMENT SHALL BE PROVIDED BY OTHERS. CONTRACTOR SHALL COORDINATE AND COOPERATE TO EFFECT SUCH INSTALLATION. 24.ALL REQUESTS FOR CLARIFICATION OF THESE DRAWINGS SHALL BE DIRECTED TO " BSB DESIGN " CONFLICTS ARISING BETWEEN DETAILS AND/OR PLANS SHALL BE BROUGHT TO THE ATTENTION OF " BSB DESIGN" FOR CLARIFICATION IN WRITING BY THE CONTRACTOR BEFORE PROCEEDING WITH THE WORK. 25.GENERAL CONTRACTOR SHALL PROVIDE SHOP DRAWINGS (ONE PDF AND ONE FULL SIZE PRINT) OF ALL CUSTOM MANUFACTURER DESIGN ELEMENTS INCLUDED HERE WITHIN TO " BSB DESIGN " FOR APPROVAL PRIOR TO MANUFACTURING. UNLESS OTHERWISE AUTHORIZED BY " BSB DESIGN " NO MANUFACTURING SHALL BE PERFORMED WITHOUT SAID SHOP DRAWINGS. 26.NO EXTRA WORK OR CHARGE SHALL BE MADE UNLESS A WRITTEN COUNTERSIGNED ORDER FROM THE OWNER, SIGNED OR COUNTERSIGNED BY " BSB DESIGN", OR A WRITTEN ORDER FROM " BSB DESIGN ", IS OBTAINED. THIS ORDER SHALL STATE THAT THE TENANT HAS AUTHORIZED THE EXTRA WORK OR CHARGE, AND NO CLAIM FOR ANY ADDITIONAL SUM SHALL BE VALID UNLESS SO OFFERED AND PRESENTED AS DESCRIBED ABOVE. 27.GENERAL CONTRACTOR SHALL PROVIDE ALL DOORS, FRAMES AND RELATED HARDWARE, U.O.N. 28.GENERAL CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND VERIFYING DEMOLITION PLANS IN RELATION TO STRUCTURAL AND/OR CONSTRUCTION DRAWINGS. " BSB DESIGN " IS TO BE NOTIFIED OF ANY CONFLICTS, DISCREPANCIES OR PROBLEMS. 29.ALL EQUIPMENT AND MATERIAL WHICH IS IN OPERATING CONDITION WHEN REMOVED, SHALL BE MAINTAINED AS SUCH AND RETURNED AS PER OWNER'S REQUIREMENTS. 30.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE IDENTIFICATION, ABATEMENT AND PROPER DISPOSAL OF ANY AND ALL ASBESTOS/TOXIC MATERIALS THAT MAY EXIST AT THE JOB SITE. 31.GENERAL CONTRACTOR SHALL SUBMIT THREE (3) 12" X 12" SAMPLES OF ALL FINISH MATERIALS (STONE, PAINT, CARPET, WOOD, TILE, ETC.) SPECIFIED ON SCHEDULES, PLANS, DETAILS AND DRAWINGS FOR REVIEW AND APPROVAL BY " BSB DESIGN". 32.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CUT SHEETS FOR ALL NEW DESIGN ELEMENTS OR EQUIPMENT BEING PROVIDED OR INSTALLED ON THE BUILDING EXTERIOR (INCLUDING THE ROOF) ASSOCIATED WITH THE CONTRACTED PROJECT'S CONSTRUCTION FOR REVIEW BY " BSB DESIGN ". 33.GENERAL CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OR MANUFACTURER'S CUT SHEETS FOR ALL NEW PLUMBING AND ELECTRICAL FIXTURES, EQUIPMENT AND ACCESSORIES BEING PROVIDED OR INSTALLED FOR REVIEW BY " BSB DESIGN ". 34.GENERAL CONTRACTOR SHALL PROVIDE A FINAL PUNCH LIST FOR " BSB DESIGN " APPROVAL. THREE (3) COPIES OF THE CLOSE-OUT PACKAGE INCLUDING AS-BUILT DWGS, WARRANTIES ETC. AT PROJECT COMPLETION. 35.GENERAL CONTRACTOR WILL BE HELD FULLY RESPONSIBLE FOR ALL COORDINATION OF SCOPE OF WORK BETWEEN ARCHITECTURAL & ENGINEERING DWGS. THE MOST COSTLY SCOPE OF WORK WILL BE ASSUMED @ NON-COORDINATED ISSUES. GENERAL CONTRACTOR TO COORDINATE WITH " BSB DESIGN " TO RESOLVE CONFLICTS PRIOR TO THE COMMENCEMENT OF THE WORK. 36.THE GENERAL CONTRACTOR, SUBCONTRACTOR, OR TENANT'S VENDOR MUST CERTIFY THAT ALL MATERIALS AND EQUIPMENT USED OR INSTALLED ON THIS JOB ARE FREE OF ANY ASBESTOS CONTAINING MATERIALS ("ACM") OR POLYCHLORINATED BIPHENYL ("PCB'S"). 37.PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE FOLLOWING DOCUMENTS MUST BE SUBMITTED TO THE LANDLORD: A. CONTRACTOR'S INSURANCE CERTIFICATE. B. A COPY OF BUILDING PERMIT. C. A COPY OF CONTRACT AGREEMENT BETWEEN TENANT/LANDLORD & CONTRACTOR. D. A COMPLETE PROJECT TEAM DIRECTORY WITH EMERGENCY PHONE NUMBERS. E. A PROJECT SCHEDULE NOTING CRITICAL PATH ITEMS AND TARGET COMPLETION DATE. 38.G.C. SHALL HAVE A FIELD OFFICE WITH A TABLE & CHAIRS FOR WEEKLY MEETINGS. CONTRACTOR WILL BE REQUIRED TO HAVE A LAPTOP WITH AN E-MAIL CONNECTION. CONTRACTOR WILL BE REQUIRED TO TAKE WEEKLY DIGITAL PHOTOS OF THE PROJECT AT LOCATIONS SELECTED BY "BSB DESIGN" PHOTOS WILL BE DISTRIBUTED WEEKLY. 39.CONTRACTOR IS RESPONSIBLE FOR WEEKLY PROJECT MEETING MINUTES WHICH SHALL REFLECT THE ISSUES RELATED TO THE PROJECT, INCLUDING ACTION ITEMS WITH DUE DATES. 40.ALL INDOOR FURNITURE PLACED IN THE ATRIUM AREA MUST HAVE THE MATERIALS FROM WHICH THEY ARE MADE APPROVED BY THE FIRE DEPARTMENT, IF REQUIRED BY PROJECT. 1.PROVIDE FIRE-RESISTANT-RATED CONSTRUCTION AS REQUIRED, CBC 2022 CHAPTER 6. 2.FIRE-RESISTANT-RATED CONSTRUCTION SHALL COMPLY WITH CBC 2022 CHAPTER 7. 3.THROUGH PENETRATIONS AND MEMBRANE PENETRATIONS OF HORIZONTAL ASSEMBLIES AND FIRE-RESISTANCE-RATED WALL ASSEMBLIES TO COMPLY WITH CBC SECTION 714. 4.OPENING ASSEMBLIES INTO FIRE-RESISTANT-RATED CONSTRUCTION TO COMPLY WITH CBC SECTION 716. PROVIDE THE REQUIRED FIRE RESISTANCE RATING TO DOOR (CBC TABLE 716.1(2)), AND WINDOW ASSEMBLIES (TABLE 716.1(3)), OPENING INTO FIRE RATED WALLS. 5.PROVIDE A PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75 FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR AND ANY ADDITIONAL FIRE EXTINGUISHERS AS REQUIRED BY FIRE DEPARTMENT FIELD INSPECTOR. FIRE EXTINGUISHERS SHALL ALSO BE PROVIDED DURING CONSTRUCTION. 6.EXTEND AND MODIFY SPRINKLER & LIFE-SAFETY SYSTEMS AS REQUIRED BY CONSTRUCTION. CONTRACTOR SHALL SUBMIT PLANS FOR APPROVAL AND SEPARATE PERMIT DIRECTLY TO THE DEPARTMENT OF BUILDING AND SAFETY, PRIOR TO INSTALLATION. 7.SPRINKLERS: THE CONTRACTOR SHALL SUBMIT THE SPRINKLER LAYOUT (INDICATING LOCATIONS AND TYPE OF ALL SPRINKLER HEADS) TO " BSB DESIGN", FOR REVIEW, BEFORE BUILDING DEPARTMENT SUBMITTAL OR FABRICATION OF PIPING. SPRINKLER LAYOUT DRAWINGS SHALL BE SUBMITTED IN THE FORM OF A REFLECTED CEILING PLAN, INDICATING OTHER PERTINENT ITEMS TO BE INSTALLED IN THE CEILING (I.E., LIGHT FIXTURES, SPEAKERS, H.V.A.C. DIFFUSERS, EXIT SIGNS, ETC.). ALL SPRINKLER HEADS IN GYPSUM BOARD CEILINGS, SOFFITS, ETC., SHALL BE A FULLY CONCEALED TYPE U.O.N. WITH COVERPLATE TO MATCH FINISH ON ADJACENT GYPSUM BOARD CEILING. ALL CONFLICTS SHALL BE INDICATED ON THE SUBMITTED SHOP DRAWINGS. 8.THE FIRE PROTECTION WORK SHALL BE PERFORMED ON A DESIGN-BUILD BASIS. THE DESIGN-BUILD FIRE PROTECTION CONTRACTOR SHALL FURNISH AND INSTALL ALL MODIFICATIONS TO THE EXISTING FIRE SPRINKLER SYSTEM TO MEET ALL APPLICABLE LOCAL AND STATE CODE REQUIREMENTS. SPRINKLER HEADS SHALL BE DROPPED INTO ALL SUSPENDED CEILING AREAS. UPGRADE OF EXISTING SYSTEM SHALL CONFORM WITH EXISTING/PROPOSED BUILDING OCCUPANCY CLASSIFICATION. 9.THE CONTRACTOR SHALL INCLUDE THE COST OF ANY HYDRAULIC TESTING OF THE FIRE SPRINKLER SYSTEM REQUIRED BY ANY GOVERNMENT AGENCY. 10.THE PATH OF TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS CONFORMING TO THE REQUIREMENTS OF CBC 2022 SECTION 1013. EXIT SIGNS SHALL BE READILY VISIBLE FROM ANY DIRECTION OF APPROACH. 11.EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE DIRECTION OF EGRESS TRAVEL. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN. PROVIDE AS REQUIRED. ADVISE "BSB DESIGN" OF ADDITIONAL EXIT SIGNS. EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE LIGHT SOURCE SHALL BE ENERGIZED FROM SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEMS. IN THE EVENT OF THIS SYSTEM'S FAILURE, ILLUMINATION SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY SYSTEM. EMERGENCY LIGHTING SHALL GIVE A VALUE OF FIVE FOOTCANDLES AT FLOOR LEVEL (CBC 2022 CHAPTER 10). 12.WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THAT THEY ARE CLEARLY VISIBLE. 13.PROVIDE EXIT SIGNS WITH MINIMUM 6" HIGH BLOCK LETTERS WITH 3/4" STROKE ON A CONTRASTING BACKGROUND. CONTRACTOR TO COORDINATE THE LOCATION OF ADDITIONAL EXIT SIGNS ON PLANS AND VERIFY WITH "BSB DESIGN" (CBC 2022 CHAPTER 10). 14.ALL INTERIOR FINISHES SHALL CONFORM WITH CBC 2022 CHAPTER 8. 15.INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CBC 2022 TABLE 803.13. 16.ACOUSTICAL CEILING SYSTEMS THAT ARE PART OF FIRE-RESISTANCE-RATED CONSTRUCTION SHALL COMPLY WITH CBC 2022 CHAPTER 7. 17.DRAPES AND OTHER DECORATIVE MATERIALS SHALL BE FLAME RETARDANT. CERTIFICATION THEREOF SHALL BE PROVIDED. EXITS, EXIT LIGHTS, FIRE ALARM STATIONS, HOSE CABINETS AND EXTINGUISHER LOCATIONS SHALL NOT BE CONCEALED BY DECORATIVE MATERIAL (CBC 2022 CHAPTER 8). 18.EXIT PATH LIGHTING OF ONE FOOTCANDLE SHALL BE PROVIDED AT STAIRWAY, HALLWAY, EXIT PASSAGEWAY, AND EGRESS TO A PUBLIC WAY WHENEVER THE BUILDING IS OCCUPIED. (CBC 2022 CHAPTER 10). 19.FIRE AND/OR SMOKE DAMPER ASSEMBLIES, INCLUDING SLEEVES, AND INSTALLATION PROCEDURES SHALL BE APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 20.AN EXIT WALKWAY WITH A MINIMUM WIDTH OF 44" SHALL BE MAINTAINED CONTINUOUSLY TO A PUBLIC WAY (CBC 2022 CHAPTER 10). 21.ALL CONTROLLED ACCESS DEVICES (I.E. CARD READER) AND DOOR HARDWARE SHALL BE AN APPROVED COMPONENT OF THE LIFE-SAFETY SYSTEM EGRESS. 22.EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, AND IN GROUP "H" OCCUPANCY, CBC CH. 10. 23.SHAFT ENCLOSURES SHALL COMPLY WITH CBC 2022 SECTION 713. 24.DOORS SHALL BE 3'-0" IN WIDTH MINIMUM, AND 7'-0" IN HEIGHT, MINIMUM. 25.ALL EXIT DOORS SHALL COMPLY WITH CBC 2022 1010. 26.EGRESS DOORS SHALL BE SIDE-HINGED SWINGING. EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE, OR A GROUP "H" OCCUPANCY (CBC 2022 SECTION 1010.1.2). 27.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF AN APPROVED TYPE (CBC 2022 CHAPTER 10). 28.KEY-LOCKING HARDWARE MAY BE USED ON THE MAIN EXIT WHEN THE MAIN EXIT CONSISTS OF A SINGLE DOOR OR PAIR OF DOORS IF THERE IS A READILY VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING "THIS DOOR MUST REMAIN UNLOCKED WHEN SPACE IS OCCUPIED". CBC 2022 1010.1.9.4. 29.DOORS AND FRAMES OF FIRE ASSEMBLIES ARE TO HAVE PERMANENTLY AFFIXED LABELS FOR THE FIRE RATING. 30. INTERIOR WALL AND CEILING FINISHES SHALL BE OF THE FOLLOWING FLAME SPREAD CLASSIFICATIONS: SEC 803.1 CLASS A:FLAME SPREAD 0-25 SMOKE-DEVELOPED 0-450 CLASS B:FLAME SPREAD 26-75 SMOKE-DEVELOPED 0-450 CLASS C:FLAME SPREAD 76-200 SMOKE-DEVELOPED 0-450 21.PROVIDE 5/8" THICK WATER RESISTANT GYPSUM BOARD BY USG TYPE 'XP' IN ALL TOILET ROOMS AND JANITOR CLOSETS. IF THE TOILET ROOM WALLS PROPOSE 3/8" THICK OR MORE STONE WALL TILES, THEN CONTRACTOR SHALL PROVIDE CEMENT ROCK WALL BOARD IN LIEU OF WATER RESISTANT GYPSUM BOARD. 22.CONTRACTOR SHALL COORDINATE WITH FURNITURE VENDOR TO SIGN OFF ON WALL LAYOUT AND ELECTRICAL LAYOUT WHERE NEW / RELOCATED SYSTEMS FURNITURE OCCURS. 23.AT RESTROOMS, CONTRACTOR SHALL BLOCK IN WALL TO ACCOMMODATE PLUMBING FIXTURES & ACCESSORIES (I.E. TOILET DISPENSER). 24.CONTRACTOR SHALL REFINISH ANY BLEMISHED DOORS, OR REPLACE SAID DOOR IF NOT ABLE TO REFINISH. 25.ALL INTERIOR PARTITIONS SHALL BE TAPED SMOOTH AND SANDED TO RECEIVE PAINT OR WALL COVERING. 26.PROVIDE EXTRA STUDS AS REQUIRED TO MOUNT ELECTRICAL OR MECHANICAL CONTROLS. 27.WHERE PARTITIONS OF DIFFERENT FIRE RATINGS INTERSECT, THE HIGHEST RATED PARTITION SHALL CONTINUE THROUGH. MAINTAIN PARTITION FIRE RATING BEHIND RECESSED FIRE EXTINGUISHER CABINETS. 28.ALL PIPE AND CONDUIT PENETRATIONS THRU 2 HR. RATED OR MORE PARTITIONS. FLOORS, ROOF, ETC. SHALL BE SEALED WITH A RESPECTIVELY RATED FIRE BARRIER PENETRATION SEALING SYSTEM BY 3M OR U.L. APPROVED EQUAL. 29.SHOULD CONDITIONS OCCUR WHERE A WALL IS UNABLE TO GO STRAIGHT UP TO STRUCTURE DUE TO DIPPING, DUCTWORK, ETC., THE PARTITION (GYPSUM BOARD AND FRAMING) MAY JOG HORIZONTALLY ABOVE THE CEILING TO AVOID THE PROBLEM. RATED WALL INTEGRITY SHALL BE MAINTAINED. GENERAL NOTES (CONT.) 41.CONTRACTOR SHOULD NOT SCALE DRAWINGS, ALL NOTED DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE DETAILS. 42.CONTRACTOR TO PROVIDE FLOOR AND SLAB PATCH AT FLOOR FOR ALL PENETRATIONS. 43.CONTRACTOR TO PROVIDE CODE COMPLIANT FIRE STOPPING @ ALL NEW FLOOR PENETRATIONS THROUGHOUT WITH PATCH TO MAINTAIN EXISTING FIRE RATING OF FLOOR SLAB. 44.WITHIN AREA OF WORK, CONTRACTOR SHALL SURVEY ALL EXISTING FINISHED SURFACES TO REMAIN SUCH AS CORNER BEADS, STOPS, CEILING GRID & TILES, PLASTER CEILING, FINISHED FLOOR SLABS, ETC. FOR CHIPS, CRACK HOLES, DAMAGED SURFACES, AND ANY OTHER DEFECTS CAUSING AN APPEARANCE DIFFERENT FROM A NEW FIRST CLASS FINISHED REPAIRING, THEN CONTRACTOR SHALL REMOVE EXISTING AND INSTALL NEW SURFACES TO THE SATISFACTION OF "BSB DESIGN" 45.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL CONSTRUCTION CLEANUP, CLEANING OF ALL INTERIOR GLASS SURFACES AND SHALL PROVIDE OFFICE CLEANUP SERVICE(S) (CARPET, WOOD SURFACES, ETC.) FOR THE LAST MINUTE CLEANUP AT ODD HOURS (EVENINGS, WEEKENDS, ETC.). ARRANGEMENTS SHALL BE MADE TO HAVE ALL EXTERNAL WINDOW SURFACES CLEANED WITHIN TWO (2) WEEKS OF MOVE-IN/OCCUPANCY. THE G.C. SHALL COORDINATE ALL CLEANUP WITH BUILDING REPRESENTATIVES AND " BSB DESIGN". 46.WHERE EXISTING ROOF, ETC. ARE DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING. 47.ALL ROOFING WORK SHALL BE PERFORMED BY A CERTIFIED/LICENSED ROOFING CONTRACTOR AND FOLLOW MANUFACTURERS RECOMMENDATIONS. 1.ALL NEW DOORS SHALL BE EDGE BANDED WITH THE SAME MATERIAL AS THE DOOR FACE, UNLESS OTHERWISE NOTED. 2. G.C. IS RESPONSIBLE TO VERIFY THE QUANTITY AND CONDITION OF ALL EXISTING TO REMAIN DOORS PRIOR TO BID. TO INCLUDE UNDERCUT DIMENSIONS. 3.ALL HARDWARE SHALL BE OF LEVER TYPE TO COMPLY WITH ACCESSIBILITY REQUIREMENTS, UPGRADE EXISTING AS REQUIRED. 4.ALL NEW DOORS TO MATCH EXISTING, U.O.N. 5.PAINT AT DOORS & FRAMES TO BE SEMI-GLOSS FINISH U.O.N. 6.REFURBISH EXISTING DOOR ASSEMBLIES AT REMODEL AREAS U.O.N., PROVIDE MISSING HARDWARE AS REQUIRED. 7.THE BOTTOM 10" OF DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE. 8.G.C. IS RESPONSIBLE FOR VERIFYING & COORDINATING THICKNESS OF EXISTING VS. NEW WALL AT RELOCATED DOOR FRAMES PRIOR TO BID. 9.CONTRACTOR TO UNDERCUT ALL DOORS AS REQUIRED FOR PROPER OPERATION. 10.THE FRAME OF FIRE ASSEMBLIES ARE TO HAVE THE SAME RATING AS DOORS. 11.PAINT FINISH ON ALL PAINT GRADE DOORS, CASEWORK AND MILLWORK WHERE SPECIFIED IS TO BE SPRAYED-ON (OFF SITE) SEMI-GLOSS ENAMEL FINISH. 12.G.C. TO UNDERCUT ALL OFFICE DOORS AS REQUIRED WHERE CARPET OCCURS. 13.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (CBC 2022, 1010.1.9) AND WITH ONE OPERATION. 14.DEAD BOLTS SHALL CONTAIN HARDENED INSERT OR EQUIVALENT. 15.BOLTS OF LOCKS WHICH AUTOMATICALLY ACTIVATE 2 OR MORE DEAD BOLTS SHALL EMBED 1/2" MIN. 16.STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" W/ A 5/8" MIN. EMBEDMENT. 17.HOOK OR EXPANDING LUG DEAD BOLTS SHALL HAVE A MIN. THROW OF 3/4". DOOR AND HARDWARE NOTES CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 B PLAN CHECK CORRECTIONS 10.17.2024 B REN. 11/30/25 2130 E 4th St 2/11/2025 5/ 8 " 0.2 INCH SPACE BETWEEN CELLS. RAISED WIDTH TO HEIGHT RATIO BETWEEN 3 : 5 AND 1 : 1. STROKE WIDTH TO HEIGHT BETWEEN 1 : 5 AND 1 : 10. CONTRAST CHARACTERS AND SYMBOLS WITH BACKGROUND. SANS SERIF CHARACTERS. PICTOGRAMS / PICTORIAL SYMBOL SIGNS SHALL BE ACCOMPANIED BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION SHALL BE 6" MINIMUM HEIGHT. CHARACTERS AND BACKGROUNDS SHALL BE OF NON-GLARE CONTRASTING COLORS. SIGNS / PICTOGRAMS SHALL BE INSTALLED ON THE WALL ADJACENT TO DOOR LEADING TO THE ROOM OR SPACE THEY DESCRIBE AND AT 60" A.F.F. TO SIGN CENTERLINE AND WHERE A PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR STANDING WITHIN THE DOOR SWING AREA. VERTICAL CLEARANCE AT SUSPENDED SIGNS WITH MINIMUM HEADROOM OF 80" REQUIRE MINIMUM 3" CHARACTER HEIGHT MEASURED BY USING UPPERCASE "X". CHARACTERS AND NUMBERS SHALL BE SIZED ACCORDING TO VIEWING DISTANCE FROM WHICH READ. LOWER CASE CHARACTERS PERMITTED. ALL ACCESSIBLE ENTRANCES IDENTIFIED WITH MINIMUM OF ONE STANDARD SIGN. ADDITIONAL DIRECTIONAL SIGNS ALONG ACCESSIBLE PATH OF TRAVEL ARE REQUIRED. BUILDINGS REMODELED TO PROVIDE ACCESSIBLE SANITARY FACILITIES FOR PUBLIC USE SHALL HAVE INFORMATION POSTED IN THE LOBBY AS PART OF THE BUILDING DIRECTORY. STANDARD USED TO IDENTIFY ACCESSIBLE FACILITIES. WHITE FIGURE ON BLUE BACKGROUND, COLOR # 15090 ON FEDERAL STANDARD # 595A. WHEN ENFORCING AGENCY DETERMINES, IF APPROPRIATE, SPECIAL DESIGNS AND COLORS MAY BE APPROVED. USE CONTRASTED GRADE 2 BRAILLE. DOTS TO BE 0.1 INCH ON CENTER IN EACH CELL. DOTS RAISED MINIMUM 0.025 INCH ABOVE BACKGROUND. INTERNATIONAL ACCESSIBILITY SYMBOL INTERNATIONAL TDD SYMBOL INTERNATIONAL SYMBOL OF ACCESS FOR HEARING EMPAIRED 58 " - 6 0 " A . F . F . RESTROOM IDENTIFICATION SYMBOLS, 1115B.5 COLOR TO CONTRAST WITH DOOR COLOR NO TEXT OR ISA REQ'D NO BRAILLE ON THIS SIGN 12" DIAMETER CONTRASTING COLORS INTERNATIONAL SYMBOL OF ACCESSIBILITY TACTILE & BRAILLE ROOM ID SIGNAGE, 1117B.5.1 (2) 6" PICTOGRAM, 117B.5.5 ALL UPPPER CASE TEXT 5/8"-2" HEIGHT, RAISED 1/32" CONTRACTED GRADE 2 BRAILLE 70% CONTRAST BETWEEN CHARACTERS AND BACKGROUND PER ADAAG A4.30.5 EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP WITH THE FOLLOWING WORDS AS APPROPRIATE : A. "EXIT STAIR DOWN" B. " EXIT RAMP DOWN" C. " EXIT STAIR UP" D. " EXIT RAMP UP" EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN W/ THE WORDS - "EXIT ROUTE" 36" MAX. 7"-9" 33 " - 3 6 " TO P O F G . B . 24" 17" TO 19" TO TOP OF TOILET ROLL PAPER HOLDER WITHOUT STOPS 27 " M I N . 29 " M I N . 34 " M A X . 6" MAX. *** 17" MIN. 8" MIN. * 19 " 24" MIN. 60" MIN. 17 " - 1 8 " 34" 32 " 44" MIN. CLR. 42" (MIN.) GRAB BAR FLUSH ACTIVATOR ON WIDE SIDE 36" (MIN.) GRAB BAR 30" X 48" MIN. CLR. FLR. SPACE 60" X 60" LEVEL AND CLEAR TOILET SEAT DISPENSER (WHERE OCCURS) 1-1/2"Ø DIAMETER GRAB BAR W/ PEENED FINISH & 250 LBS. CAPACITY 18" MIN. 60 " M I N . 54" MIN. 56" MIN. AT WALL MOUNTED W.C. WHEN DOOR SWINGS IN 59" MIN. AT FLOOR MOUNTED W.C. WHEN DOOR SWINGS IN 12" MAX. 42" MIN. GRAB BAR SEAT 54" MIN. * KNEE CLEARANCE *** TOE CLEARANCE NOTE : IF A MIN. 9" HEIGHT OF TOE CLEARANCE IS PROVIDED, A MAXIMUM OF 6" OF THE 48" OF CLEAR FLOOR SPACE REQUIRED AT THE FIXTURE MAY EXTEND INTO TOE SPACE. MIN. CLEAR 60" DIA . 40 " M A X TO R E F L E C T I V E SU R F A C E 9" M I N . 17"-18" TYP. 24 " M I N . 60 " D I A . 32" CLR. 18" MIN. CLEAR, 24" PREFERRED 17 " M I N . 9" M A X . TO CENTERLINE PROVIDE PRIVACY DOOR LOCK WHEN IT IS A PRIVATE TOILET OR FOR UNISEX USE. GRAB BARS; SEE TYPICAL ACCESSIBILITY NOTES SHEET. 48" MIN. WHEN FRONT ENTRY DOOR OR 60" MINIMUM WHEN SIDE ENTRY DOOR 42" GRAB BAR 36" (MIN.) GRAB BAR 54 " M I N . 30" X 48" MIN. CLR. FLR. SPACE MAX.6" WARNING FOR THE VISION IMPAIRED AT A PROJECTED DRINKING FOUNTAIN CAN BE PROVIDED BY THE FOLLOWING MEANS: INSTALL WING WALLS ON EACH SIDE OF THE DRINKING FOUNTAIN TO PROJECT OUT FROM THE MAIN WALL AT LEAST AS FAR AS THE DRINKING FOUNTAIN AND TO WITHIN 6" OF THE PATH OF TRAVEL FLOOR FINISH. THERE MUST BE 32" CLEAR BETWEEN THE WING WALLS. 36" MIN. IF ALCOVE DEPTH IS > 24". WATER FLOW :THE SPOUT SHALL PROVIDE AT LEAST 4" HIGH MINIMUM AND SHALL BE LOCATED 5" MAX. FROM THE FRONT OF THE UNIT. 1-1/4" TO 1-1/2" OUTSIDE DIA. 34 " T O 3 8 " 12" TW + 12" BOTTOM LANDING 1'-0" MIN. 34 " T O 3 8 " GRAB BAR HANDRAIL HANDRAIL GRAB BAR 1- 1 / 2 " 18 " M I N . PROVIDE SECOND SET OF HANDRAILS AT 24' A.F.F. WHEN CHILDREN ARE PRIMARY USERS. VISUAL WARNING STRIPS SHALL BE 2" MIN. WIDTH AND INSTALLED 1" MAX. FROM EDGE OF THE TOP AND BOTTOM TREADS OF INTERIOR STAIRS, AND ON ALL TREADS OF EXTERIOR STAIRS. TOP LANDING TW = TREAD WIDTH 34 " T O 3 8 " 11" MIN. 48" MIN. SIDEWALK 36" MIN. CLR.36" MIN. CLR. 48" MIN. SIDEWALK ADJACENT HAZARD 27 " 34 " T O 3 8 " 34 " 42 " M I N . 1. ALL RAMPS MUST MEET HANDRAIL AND CURB REQUIREMENTS. AS REQUIRED SEE NOTE 2. SEE NOTE 2. SEE NOTE 2. AS REQUIRED 30 " NOTE: 48" MIN. 27 " 34 " T O 3 8 " 2. MAXIMUM HORIZONTAL DISTANCE OF EACH RAMP AND RUN VARY. 12" MIN.12" MIN. HORIZONTAL RAILING REQUIRED WHERE INTERMEDIATE RAILS WITH A MAXIMUM OF 4" CLEAR SPACE BETWEEN INTERMED. RAILS ARE NOT REQUIRED, TYPICAL. 6" HIGH WARNING CURB REQUIRED WHEN A 4" (OR MORE) DROP OCCURS. 4" MINIMUM TO 30" MAXIMUM GUARD RAIL AND CURB WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 30" MAX. RISE (TYP.) WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH 30" MAX. RISE (TYP.) WHEN DOOR SWINGS ONTO LANDING 42" MIN. PLUS DOOR WIDTH AS REQUIRED 30" MAX. RISE (TYP.)INTERMEDIATE TURNING PLATFORM INTERMEDIATE LEVEL PLATFORM CURB (TYP.) STREET (TYP.) GUARD RAIL CENTERED AT 3" +1" HIGH BOTTOM LEVEL PLATFORM TOP PLATFORM INTERMEDIATE PLATFORM 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING TOP PLATFORM 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING 60" MIN. WHEN NO DOOR SWINGS ONTO LANDING NOTE : MAXIMUM HORIZONTAL DISTANCES OF EACH RAMP AND RUN VARY. FACE OF CURB HANDRAIL AND CURB AT RAMPS 2. 3. 4. AUTOMATIC DOORS AND POWER ASSISTED DOORS SHALL COMPLY WITH BHMA A156.10. SLOW OPENING, LOW-POWERED, AUTOMATIC DOORS SHALL COMPLY WITH BHMA A156.19. SUCH DOORS SHALL NOT OPEN TO BACK CHECK FASTER THAN 3 SECONDS AND SHALL REQUIRE NO MORE THAN 15 LBF. TO STOP DOOR MOVEMENT. IF A POWER ASSISTED DOOR IS USED. ITS DOOR OPENING FORCE SHALL COMPLY WIHT 1133B.2.5 AND ITS CLOSING SHALL CONFORM TO THE REQUIREMENTS OF IN BHMA A156.19. WHEN AN AUTOMATIC DOOR OPERATOR IS UTILIZED TO OPERATE A PAIR OF DOORS, AT LEAST ONE OF THE DOORS SHALL PROVIDE A CLEAR UNOBSTRUCTED OPENING WIDTH OF 32" WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION. THE BOTTOM 10" OF DOORS EXCEPT SLIDING AND AUTOMATIC SHALL HAVE A SMOOTH UNITERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING TRAP OR HAZARDOUS CONDITION. LATCHING AD LOCKING DOORS THAT ARE HAND OPERATED AND WHICH ARE IN A PATH OF TRAVEL ARE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE, PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. HAND ACTIVATED DOOR OPENING HARDWARE , HANDLES, LATCHES , PULLS, LOCKS AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. OPENING HARDWARE IS CENTERED BETWEEN 34" - 44" ABOVE FINISH FLOOR. MAXIMUM 5 LBS. EFFORT TO OPERATE EXTERIOR DOOR AND INTERIOR DOOR. 15 LBS MAX. PRESSURE TO OPERATE FIRE DOORS. 34" TO 44" CENTERLINE OF LEVER OR U SHAPED HANDLE 10" MIN. BOTTOM RAIL OR PROVIDE KICK PLATE RUBBER BUMPER ON CHAIR 5. 48 " M I N I M U M 60 " M I N I M U M DO O R W I D T H P L U S 4 2 " 60" MIN. 48" MINIMUM 48 " M I N I M U M 32" CLR. 36" MIN. 60 " MI N . PUSH SIDE 54" MIN. *4 4 " M I N . 12" MIN. WHERE ADJACENT OBSTRUCTION OR WALL OCCURS PROVIDE THIS ADDTIONAL SPACE IF DOOR IS EQUIPPED WITH BOTH A LATCH AND A CLOSER. 24"MIN. CLR. AT EXTERIOR DOORS 18" MIN. CLR. AT INTERIOR DOORS * NOTE: 48" MINIMUM IF DOOR HAS BOTH A LATCH AND A CLOSER 24" MIN. EXTERIOR OF BLDG. 24" MIN. EXTERIOR & 18" MINIMUM INTERIOR BEYOND THE STRIKE EDGE OF A GATE OR DOOR ON THE SIDE TOWARD WHICH IT SWINGS. 12" MIN. PUSH SIDE PULL SIDE X SHALL BE LESS THAN OR EQ. TO 25 INCHES; Z SHALL BE WHEN X IS LESS THAN 20 INCHES, THEN Y SHALL BE 48 INCHES MAX. WHEN X IS 20 TO 25 INCHES, THEN Y SHALL BE 44 INCHES MAXIMUM. 48 " 48" MIN. X Y Z 48" 48" 30 " M I N . 30 " M I N . 48" MIN. Z X 15 " M I N . 54 " M A X . 48 " 30" 46 " M A X . 24"30" 15 " M I N . 34 " M A X . 10" 10"30" GREATER THAN OR EQUAL TO X. 1/ 4 " M A X . 1/4" MAX. 1/2" MAX. CANE RANGE 27 " M A X . WHEN 27" 80 " M I N . 12" MAX. CANE RANGE OR BELOW POSTS OR PYLON COMPRESSED CARPET 1/4" MAX. BELOW THRESHOLD FIN. FLOOR EVEN THRESHOLD 1/2" MAX. PILE HEIGHT CANE HITS POST OR PYLON BEFORE PERSON HITS OBJECT AT 1:2 SLOPE ALL DISPENSERS 40" MAX. TO HIGHEST OPERABLE PART 48 " - 6 0 " A . F . F . 48 " M I N . A. F . F . MAN/WOMAN PICTOGRAM DESIGN NOT REGULATED 60 " M A X . A. F . F . 48 " M I N . A. F . F . 60 " M A X . A. F . F . 48 " M I N . A. F . F . 60 " M A X . A. F . F . 3MULTIPLE ACCOMODATION TOILET N.T.S. 1PEDESTRIAN RAMP & NOTES N.T.S. 8STAIR & HANDRAIL NOTES N.T.S. 7SINGLE ACCOMODATION TOILET N.T.S.11DRINKING FOUNTAIN N.T.S.15SIGNS / PICTOGRAMS N.T.S. 18PROTRUDING OBJECTS N.T.S. 17THRESHOLD / LEVEL CHANGES N.T.S.9DOOR CLEARANCES N.T.S.13REACH REQUIREMENTS N.T.S. 7" MA X . CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM CS-03 ACCESSIBILITY NOTES & DETAILS A PLAN CHECK CORRECTIONS 09.09.2024 A REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 CAL GREEN CODE TABLE 5.504: CAL GREEN CODE NOTES:CAL GREEN CODE NOTES: CS-04 CAL GREEN NOTES_FORMS √ √ √ √ √ √ √ √ √ √ √ √ √ √ ELECT. SHEET E-3.0 √ √ √ P-1√ P-1√ √ √ √ P-1√ P-1√ √ √ √ √ P-1√ √ P-1√ √ GEN. NOTE 11√ √ GEN. NOTE 11√ √ BY G.C. BY G.C. BY G.C. BY G.C. √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ √ M-2√ M-2√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ √ CS-04√ √ √ √ CS-04√ √ √ √ √ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ CS-04√ P-1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90 O: 310.217.8885 BSBDESIGN.COM A PLAN CHECK CORRECTIONS 09.09.2024 A TORRANCE, CA 90502 310-217-8885 BSB DESIGN, INC. 970 W. 190TH ST., SUITE 250 9-9-2024 X C32860 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 1413 10 FO U R T H S T R E E T EX I T EXIT T (E ) S I D E W A L K (E ) D R I V E W A Y 1110 7 8 14 14 8 16 11 11 11 9 19 5 . 4 3 ' 250.00' 200.00' 11 8 . 4 7 ' 11 8 . 4 7 ' 95.00' 12 3 . 4 1 ' 72 . 2 1 ' 335.00' EX I T 210.91' dn dn dn dn NO PA R K I N G NO PA R K I N G NO PA R K I N G SITE PLAN A001 NOTE: ALL SITE CONDITIONS ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE. NORTH INDICATES NUMBER OF PARKING STALLS EXISTING PROPERTY LINE PATH OF TRAVEL- EXISTING ACCESSIBLE PATH OF TRAVEL, TO REMAIN, V.I.F # SITE LEGEND EXISTING LANDSCAPE TO REMAIN (PATCH & REPAIR AS REQUIRED) CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A PLAN CHECK CORRECTIONS 09.09.2024 A NEW CONCRETE FOR ENTRY PLAZA & PATIO AREAS. REPAIR EXISTING CONCRETE AREA AT 4TH STREET ENTRANCE. EXISTING STANDARD SPACES 148 EXISTING COMPACT SPACES 15 EXISTING ACCESSIBLE SPACES 4 EXISTING VAN ACCESSIBLE SPACES 1 . TOTAL EXISTING PARKING SPACES 168 PARKING SUMMARY PROPOSED STANDARD SPACES 146 (-2) PROPOSED COMPACT SPACES 15 (NO CHANGE) PROPOSED ACCESSIBLE SPACES 5 PROPOSED VAN ACCESSIBLE SPACE 1 (NO CHANGE) TOTAL PROPOSED PARKING SPACES 167 20'-0"20'-0"25'-9" A (E) TRASH ENCLOSURE TO REMAIN AS-IS, NO CHANGES REMOVE (E) ACCESSIBLE PARKING SPACE & ACCESS AISLE STRIPING, WHEEL STOPS & SIGNS. PROVIDE NEW ACCESSIBLE SPACES, SEE 1/A801 VA N (N) ACCESSIBLE PARKING SPACE, WHEEL STOP & SIGN, SEE 1/A801 (N) STANDARD PARKING SPACES & WHEEL STOPS, SEE 2/A801 (E) TRANSFORMER TO REMAIN REMOVE 1 PARKING SPACE TO ACCOMMODATE NEW STAIRS. PROVIDE WHITE CROSS STRIPING. (N) PATIO WITH TUBE STEEL FENCE & EXIT STAIRS, SEE 2/A300 REPLACE CONCRETE SLAB, AS REQUIRED, TO MEET EXISTING SIDEWALK & ACCESSIBLE SLOPE REQUIREMENTS. (N) ENTRY PLAZA WITH ACCESSIBLE RAMP & STAIRS, SEE 1/A300 (N) PLANTER WITH RELOCATED FLAG POLE, SEE 1/A300 A A B PLAN CHECK CORRECTIONS 10.17.2024 B 60 SCALE: 1" = 20'-0" 200 40 80 100'-5"16'-9" 8' - 0 " 22 ' - 0 " 120'-101 2" ±23'-10" (V.I.F.)18'-0" 4'-0" 5' - 0 " 9' - 0 " 9' - 0 " 5' - 0 " 9' - 0 " 9' - 0 " 8' - 0 " 9' - 0 " 5' - 0 " 9' - 0 " 34 ' - 6 " 4 S P . @ 8 ' - 6 " E A . 2130 E 4th St 2/11/2025 up up dn dn dn dn MAX . D I A G O N A L D I S T A N C E = 2 2 6 ' - 1 " 1/2 ( 2 2 6 ' - 1 " ) = 1 1 3 ' - 0 " (E) CONF. RM. 402 SF / 15 27 OCCUPANTS (E) OFFICE AREA 1,830 SF / 150 13 OCCUPANTS 90 ' 187' (N) PATIO 729 SF / 15 49 OCCUPANTS 162' (E) OFFICE AREA 4,620 SF / 150 31 OCCUPANTS 14 9 ' 19 8 ' (E) OFFICE AREA 3,338 SF / 150 23 OCCUPANTS (E) CONF. RM. 315 SF / 15 21 OCCUPANTS (E) OFFICE AREA 2,448 SF / 150 17 OCCUPANTS 110' 1-HOUR CORR. 1-HOUR CORRIDOR 10 9 ' - 9 " DISTA N C E B E T W E E N E X I T S = 1 7 5 ' - 6 " 175'-6" > 1 1 3 ' - 0 " = OK 1-HOUR CORRIDOR / LOBBY RECEPTION 2 OCCUPANTS 4'-10" 4'-5" 4' - 0 " 5' - 1 " LOBBY POTENTIAL ASSEMBLY AREA 348 SF / 15 = 24 OCCUPANTS COURTYARD ASSEMBLY AREA 3,325 SF / 15 = 224 OCCUPANTS (WILL NOT BE AT CAPACITY DURING THE SAME PERIOD AS THE REST OF THE BUILDING) COMMON P.O.T. = 98'-0" COMMON P.O.T. = 88'-0" COMMON P.O.T. = 62'-0" COMMON P.O.T. = 55'-0" COMMON P.O.T. = 72'-4" 118' COMMON P.O.T. = 40'-6" (E) OFFICE AREA 3,856 SF / 150 26 OCCUPANTS COMMON P.O.T. = 49'-3" (E) OFFICE AREA 1,249 SF / 150 9 OCCUPANTS COMMON P.O.T. = 53'-1" 61' (E) OFFICE AREA 1,036 SF / 150 7 OCCUPANTS 111' (E) STAIRS - EXIT ACCESS STAIRWAY (E) STAIRS - EXIT ACCESS STAIRWAY TACTILE EGRESS SIGNAGE SCALE: 6" = 1'-0"1 B. EXIT STAIRS DOWN SIGN 3"3" 6" 1 2" 5 8" 1 4" 5 8" 1 4" 5 8" 1 2" 1" 5 8" 5" 12" MIN.12" MIN. A. EXIT SIGN 3"3" 6" 138" 5 8" 138" 1" 5 8" 12" MIN. C 12" MIN. C. EXIT ROUTE SIGN 3"3" 6" 1 2" 5 8" 118" 5 8" 1 2" 1" 5 8" 5" 12" MIN.12" MIN. 5" EXIT ROUTE (BRAILLE) EXIT (BRAILLE) EXIT STAIRS DOWN L CL CL A103 FIRST FLOOR EXIT PLANS NORTH OCCUPANCY CALCULATIONS OCC. TYPE OCC. USE TOTAL S.F.OCCUPANCY OFFICE TI (CBC 2022, TABLE 1004.5) FI R S T F L O O R SUB-TOTAL OCC. : OCC. LOAD FACTOR EXIT ACCESS TRAVEL DISTANCE DISTANCE NOTED IS ACTUAL. ALLOWABLE DISTANCE IS 200'-0" (CBC 2022, TABLE 1017.2) LIFE SAFETY PLAN LEGEND TOTAL OCC. : OCC. TYPE OCC. USE TOTAL S.F.OCCUPANCY SE C O N D F L O O R SUB-TOTAL OCC. : OCC. LOAD FACTOR CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A (E) CONF. RM. 246 432 186 B (E) OFFICE AREA 717 4815 18,377 123150 24 SCALE: 1/8" = 1'-0" 80 16 32 X OCC. - X INDICATED OCCUPANT LOAD INDICATED TACTILE SIGNAGE DETAIL - 1A - 1C - 1C 208 OCC. - 1C - 1A - 1C A (N) PATIO 729 4915 143 OCC. - 1A - 1C 37 OCC. EGRESS WIDTHS PER 2022 CBC SECTION 1005 FIRST FLOOR:# OF OCC.* MINIMUM REQUIRED WIDTH * THE MINIMUM WIDTH, IN INCHES, OF THE MEANS OF EGREES COMPONENTS SHALL NOT BE LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, ELSEWHERE IN THIS CODE. PER 2022 CBC SECTION 1005.2 ALL NEW AND EXISTING DOORS (WITHIN THE MEANS OF EGRESS) SHALL BE MIN. 3'-0"W.x7'-0"H. WITH ACCESSIBLE LEVER HANDLE. NOTE: 235 PROVIDED WIDTH 3 EXITS = 16" EA.47"235 x 0.2" NOTE: ALL HALLWAYS & STAIRS ARE 48" WIDE, MINIMUM. SECOND FLOOR:# OF OCC.* MINIMUM REQUIRED WIDTH 188 PROVIDED WIDTH 2 EXITS = 19" EA.37.6"188 x 0.2" TOTAL BUILDING:# OF OCC.* MINIMUM REQUIRED WIDTH 421 PROVIDED WIDTH 3 EXITS = 28" EA.84.2"421 x 0.2" B (E) OFFICE AREA 19,114 128150 A (E) CONF. RM.858 5815 A PLAN CHECK CORRECTIONS 09.09.2024 A - 1C - 1C - 1C A (N) LOBBY 348 2615 A (E) COURTYARD 3,325 22415 B PLAN CHECK CORRECTIONS 10.17.2024 B B B B B B B B B PLAN CHECK CORRECTIONS 11.21.2024C C REN. 11/30/25 2130 E 4th St 2/11/2025 dn dn open to below DISTANC E B E T W E E N E X I T S = 1 5 4 ' - 1 0 " 154'-10" > 1 2 4 ' - 1 0 " = OK MAX . D I A G O N A L D I S T A N C E = 2 4 9 ' - 7 " 1/2 ( 2 4 9 ' - 7 " ) = 1 2 4 ' - 1 0 " 19 4 ' 17 2 ' - 7 " (E) OFFICE AREA 4,423 SF / 150 30 OCCUPANTS 1-HOUR CORRIDOR 19 9 ' - 6 " (E) CONF. RM. 208 SF / 15 14 OCCUPANTS (E) OFFICE AREA 4,945 SF / 150 33 OCCUPANTS (E) OFFICE AREA 4,300 SF / 150 29 OCCUPANTS (E) CONF. RM. 420 SF / 15 28 OCCUPANTS (E) CONF. RM. 230 SF / 15 16 OCCUPANTS 17 5 ' (E) OFFICE AREA 3,322 SF / 150 23 OCCUPANTS 1-HOUR CORRIDOR COMMON P.O.T. = 64'-9" COMMON P.O.T. = 37'-8" (E) OFFICE AREA 2,370 SF / 150 16 OCCUPANTS COMMON P.O.T. = 47'-1" 14 7 ' 19 5 ' 14 5 ' (E) STAIRS - EXIT ACCESS STAIRWAY (E) STAIRS - EXIT ACCESS STAIRWAY EGRESS P.O.T. = 127'-1" EGRESS P.O.T. = 72'-5" TO FRONT DOOR EGRESS P.O.T. = 97'-5" EGRESS P.O.T. = 75'-2" TO FRONT DOOR A104 SECOND FLOOR EXIT PLAN NORTH CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 24 SCALE: 1/8" = 1'-0" 80 16 32 A PLAN CHECK CORRECTIONS 09.09.2024 A A103 1C A103 1C A103 1B A103 1B A103 1C A103 1C A103 1C A103 1C A103 1C A103 1C B PLAN CHECK CORRECTIONS 10.17.2024 B B 85 OCC. PLAN CHECK CORRECTIONS 11.21.2024C C 103 OCC. PLAN CHECK CORRECTIONS 1.16.2025E E A103 1C A103 1C A103 1C A103 1C REN. 11/30/25 2130 E 4th St 2/11/2025 14 ' - 4 " ( V . I . F . ) 8'-0" 8'-4" 15 ' - 0 " 5' - 1 " 26 ' - 0 " 5'-2" 10 ' - 1 0 " 59'-10" 31'-4" ±21'-7" 4' - 4 " 11'-5" 11'-11" 4' - 8 " 10 ' - 5 " up up dn dn dn dn 3'-0" CLR. 3' - 0 " CL R . 4' - 2 " 7'-2" FIRST FLOOR PLAN A111 KEYNOTES# FLOOR PLAN NOTES NORTH 1.EXISTING WALLS TO REMAIN - CLEAN AND PAINT AT LOCATIONS ADJACENT TO OR WITHIN NEW WORK AREAS - SEE FINISH PLAN. WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE WALLS ARE FULL-HEIGHT WITH INSULATION & TYPE "X" GYP. BD. ON BOTH SIDES, PER 1-HOUR RATED WALL TAG. 2.EXISTING STOREFRONT TO REMAIN. CLEAN & REPAIR / REPLACE GLASS OR FRAME AS REQUIRED. 3.NEW MOP SINK & WATER HEATER. SEE PLUMBING DRAWINGS. 4.ALIGN NEW WALL FINISH WITH EXISTING ADJACENT WALLS. 5.NEW ACCESSIBLE WASHER AND DRYER, SEE PLUMBING DRAWINGS. 6.PROVIDE FULL HEIGHT FRP WALL COVERING OVER MOISTURE-RESISTANT GYP. BD. 7.NEW DUAL-HEIGHT DRINKING FOUNTAIN, SEE DETAIL 7/A401. 8.NEW CONCRETE SLAB, SLOPE 2% AWAY FROM BUILDING, SEE STRUCTURAL DRAWINGS. 9.NEW CONCRETE STAIRS WITH CONTRASTING STRIPE AT EACH STAIR. PROVIDE TUBE STEEL HANDRAILS / GUARDRAIL. 10.EXISTING TREE PLANTERS TO REMAIN. PROVIDE PROTECTIVE TREE GRATES TO ACCOMMODATE TREES & DRAINS. 11.NEW RESTROOMS, NEW FIXTURES AND FINISHES. SEE SHEETS A400 & A401. 12.EXISTING STAIRS TO REMAIN. VERIFY HANDRAILS & WARNING STRIPES OCCUR PER DETAIL 12/A801. 13.NEW LOCATION OF EXISTING SECOND FLOOR RECEPTION AREA MILLWORK. COORDINATE WITH OWNER TO PROVIDE ELECTRICAL, DATA AND PHONE CONNECTIONS. SEE 9/A300. 14.STRUCTURAL BEAM ABOVE TO REMAIN. PROTECT IN PLACE. 15.DASH LINE REPRESENTS NEW CANOPY ABOVE AT NEW ENTRY. 16.EXISTING BUILDING OVERHANG. 17.NEW 6'-0" HIGH WROUGHT IRON FENCE, MATCH EXISTING STYLE. 18.NEW PLANTER. SEE SHEET A300 & STRUCTURAL DRAWINGS. 19.ADD POWER AND DATA TO COLUMN LOCATIONS, ENSURE OUTLET IS GFCI. 20.NEW HOSE BIB CONNECTION POINT ADJACENT TO RESTROOM EXTERIOR WALL. 21.EXISTING TUBE STEEL FENCE, PROTECT IN PLACE. 22.NEW LOCATION OF RELOCATED FLAG POLE. 23.COURTYARD TO RECEIVE NEW INFILL / CONCRETE SLAB TO MATCH EXISTING ADJACENT ELEVATION. SEE STRUCTURAL DRAWINGS. 4 XXX DENOTES DOOR, SEE DOOR SCHEDULE EXISTING WALL / PARTITION TO REMAIN LEGEND EXTERIOR 1-HOUR WOOD STUD WALL - 2x6 WOOD STUDS @ 16" O.C. WITH 5/8" TYPE-X GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT TYPE-X GYP. BD. AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH R-19 BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. 1 2 3 MEN'S RESTROOM 107 WOMEN'S RESTROOM 106 A400 1 119118 A401 1 112 111 120 121 117 116 103 101 1-HOUR CORRIDOR 111 ALL-GENDER RESTROOM 103 OFFICE STORAGE 110 104 1 3 11 3 3 1 1 4 6 4 AL I G N 3 1 1 1 1 1 13 1 11 11 11 12 12 14 14 3A 3 3A 15 16 TYP. 16 TYP. 17 18 18A300 1 19 19 20 (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STOR. MAINT. (E)OFFICE (E)OFFICE (E)OFFICE (E)STOR. (E)OPENOFFICE (E)STORAGE (E)STORAGE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE (E)SUPPLY (E)MAINT. (E)ELEC.RM(E)ELEC.RM (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)CONFERENCE (E)COURTYARD (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)CONFERENCE (E)CONFERENCE (E)OFFICE (E)OFFICE (E ) S T O R . (E)JAN.(E)OPENOFFICE (E ) S T O R A G E (E)OFFICE (E)OFFICE (E)LOBBY (E)OFFICE (E)OFFICE 21 9 W D 5 15 (E)OFFICE (E)OFFICE (E)OFFICE(E)CONF. (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)STORAGE (E)LOBBY (E)OFFICE (E)OFFICE 102 JANITOR 102(E)HALLWAY LAUNDRY 104 BREAK RM. 105 115 (E)OFFICE 22 23 23 10 10 8 17 9 21 8 1 A702 2 A702 A701 2 A701 1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A300 2 A PLAN CHECK CORRECTIONS 09.09.2024 A INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. 1 2 2 2 3 EXTERIOR WOOD STUD WALL - 2x4 WOOD STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. 3 3A 4 A802 1 A802 2 (E)ELEV 1-HOUR CORRIDOR 108 STORAGE 109 DENOTES STOREFRONT, SEE STOREFRONT TYPES 24 SCALE: 1/8" = 1'-0" 80 16 32 4 INTERIOR METAL STUD PARTITION - 6" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT RESTROOMS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 6 3 3 5 A802 5 5 INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS 6" ABOVE THE CEILING. A802 1 A802 6 NOTE: WHERE NEW WALLS / INFILLS OCCUR, THE HEIGHT OF THE WALL SHALL MATCH THE EXISTING ADJACENT CONDITIONS. 1.TYPE, FINISH, AND HEIGHT OF ALL EXTERIOR WINDOW/STOREFRONT SYSTEM TO MATCH EXISTING. 2.EXISTING EXIT INDICATES A NEW EXIT SIGN, EXIT INDICATES AN EXISTING EXIT SIGN. (R) INDICATES AN EXISTING RELOCATED EXIT SIGN. EXIT SIGNS AND DIRECTIONAL EXIT SIGNS HAVE MIN. 6" H x 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THEY ARE CLEARLY VISIBLE. EXIT SIGNS ARE TO BE SELF ILLUMINATING TYPE. 3.ADJUST ALL NEW AND EXISTING DOOR CLOSERS TO REMAIN (WITHIN THE AREA OF WORK) NOT TO EXCEED A.D.A. MAXIMUM OPERATING FORCES WHERE APPLIES. 4.PROVIDE VENTILATION IN ACCORDANCE WITH CHAPTER 12 OF THE CALIFORNIA BUILDING CODE, 2022 EDITION . SEE MECHANICAL PLANS. 5.PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND CEILINGS. 6.GLAZING WITHIN 24" ARC OF A SWING DOOR OR 18" FROM FLOOR SHALL COMPLY WITH SECTION 2406 OF THE CALIFORNIA BUILDING CODE AND BE TEMPERED. 7.CONTRACTOR TO VERIFY EXACT HEIGHT TO ROOF STRUCTURE WHERE FULL HEIGHT STUDS ARE INDICATED. CONTRACTOR MAY SUBMIT ALTERNATIVE FOR METAL STUD CONFIGURATION TO ACCOMMODATE THE SPAN. 8.ELECTRICAL PANELS, SUBPANELS, FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS, ETC. IN REQUIRED 1-HOUR WALLS SHALL BE PLACED AS SUCH NOT TO DISRUPT THE 1-HOUR RATING. 9.ALL GYPSUM BOARD EDGES SHALL BE BLOCKED WHERE IT DOES NOT FALL ON A FRAMING MEMBER. 10.CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS (MECH., ELEC., PLUMBING, ETC.) TO BUILDING OWNER AT JOB COMPLETION & PRIOR TO APPLICATION OF PAYMENT. 11.PATCH AND REPAIR WALLS WHERE SWITCHES, OUTLETS, T-STATS, ETC. WERE REMOVED. 12.PROVIDE NEW FIRE EXTINGUISHERS. LOCATIONS OF EXTINGUISHERS TO BE DETERMINED BY FIRE / BUILDING INSPECTOR. EXISTING 2 7 114 113 A805 4 A805 13 A805 1 A805 4 A805 5 A805 9 A201 1 A201 2 1 A202 A202 2 6 INTERIOR METAL STUD PARTITION - 8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" MOISTURE-RESISTANT GYP. BD. ON BOTH SIDES. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 110 PLAN CHECK CORRECTIONS 11.21.2024C 3A INTERIOR 1-HOUR RATED METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 17 A805 6 A805 7 1-HOUR LOBBY 101 C C C C C PLAN CHECK CORRECTIONS 12.17.2024D D REN. 11/30/25 2130 E 4th St 2/11/2025 dn dn open to below 6' - 8 " 1' - 9 " 10'-9" 14'-1" 9'-3" 12 ' - 6 " 7' - 2 " 10 ' - 7 " 10 ' - 2 " 15'-5" 9' - 4 " 6' - 7 " 5' - 0 " 3'-7" 5' - 0 " 15 ' - 5 " 5' - 6 " 8' - 6 " 10'-1"4'-5" 4'-9" 2'-0" ±15'-9" SECOND FLOOR PLAN A112 NORTH 6 KEYNOTES FLOOR PLAN NOTES 1.TYPE, FINISH, AND HEIGHT OF ALL EXTERIOR WINDOW/STOREFRONT SYSTEM TO MATCH EXISTING. 2.EXISTING EXIT INDICATES A NEW EXIT SIGN, EXIT INDICATES AN EXISTING EXIT SIGN. (R) INDICATES AN EXISTING RELOCATED EXIT SIGN. EXIT SIGNS AND DIRECTIONAL EXIT SIGNS HAVE MIN. 6" H x 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THEY ARE CLEARLY VISIBLE. EXIT SIGNS ARE TO BE SELF ILLUMINATING TYPE. 3.ADJUST ALL NEW AND EXISTING DOOR CLOSERS TO REMAIN (WITHIN THE AREA OF WORK) NOT TO EXCEED A.D.A. MAXIMUM OPERATING FORCES WHERE APPLIES. 4.PROVIDE VENTILATION IN ACCORDANCE WITH CHAPTER 12 OF THE CALIFORNIA BUILDING CODE, 2022 EDITION . SEE MECHANICAL PLANS. 5.PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND CEILINGS. 6.GLAZING WITHIN 24" ARC OF A SWING DOOR OR 18" FROM FLOOR SHALL COMPLY WITH SECTION 2406 OF THE CALIFORNIA BUILDING CODE AND BE TEMPERED. 7.CONTRACTOR TO VERIFY EXACT HEIGHT TO ROOF STRUCTURE WHERE FULL HEIGHT STUDS ARE INDICATED. CONTRACTOR MAY SUBMIT ALTERNATIVE FOR METAL STUD CONFIGURATION TO ACCOMMODATE THE SPAN. 8.ELECTRICAL PANELS, SUBPANELS, FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS, ETC. IN REQUIRED 1-HOUR WALLS SHALL BE PLACED AS SUCH NOT TO DISRUPT THE 1-HOUR RATING. 9.ALL GYPSUM BOARD EDGES SHALL BE BLOCKED WHERE IT DOES NOT FALL ON A FRAMING MEMBER. 10.CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS (MECH., ELEC., PLUMBING, ETC.) TO BUILDING OWNER AT JOB COMPLETION & PRIOR TO APPLICATION OF PAYMENT. 11.PATCH AND REPAIR WALLS WHERE SWITCHES, OUTLETS, T-STATS, ETC. WERE REMOVED. 12.PROVIDE NEW FIRE EXTINGUISHERS. LOCATIONS OF EXTINGUISHERS TO BE DETERMINED BY FIRE / BUILDING INSPECTOR. EXISTING MEN'S RESTROOM 203 WOMEN'S RESTROOM 204 ALL-GENDER RESTROOM 201 212 OFFICE 210 OFFICE 207 OFFICE 209 OFFICE 208 OFFICE 202 OFFICE JANITOR 211 A400 1 A401 1 212 210 209 213 211 203 201 217 215 214 202 216 1.EXISTING WALLS TO REMAIN - CLEAN AND PAINT AT LOCATIONS ADJACENT TO OR WITHIN NEW WORK AREAS - SEE FINISH PLAN. WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE WALLS ARE FULL-HEIGHT WITH INSULATION & TYPE "X" GYP. BD. ON BOTH SIDES, PER 1-HOUR RATED WALL TAG. 2.ALIGN NEW WALL FINISH WITH EXISTING ADJACENT WALLS. 3.NEW STEEL CANOPY BELOW WITH METAL SEAM ROOF. SEE 5 & 6 / A805 & STRUCTURAL DRAWINGS. 4.PROVIDE FULL HEIGHT FRP WALL COVERING OVER MOISTURE-RESISTANT GYP. BD. AT ALL WALLS IN THIS ROOM. 5.NEW RESTROOMS, NEW FIXTURES AND FINISHES. SEE A400 AND A401. 6.EXISTING STAIRS TO REMAIN. VERIFY HANDRAILS & WARNING STRIPES OCCUR PER DETAIL 12/A801. 7.EXISTING STOREFRONT TO REMAIN. CLEAN & REPAIR / REPLACE GLASS OR FRAME AS REQUIRED. 8.NEW STOREFRONT WINDOW (3'-0" WIDE) WITH TEMPERED 1/4" GLASS. HEIGHT & FRAME TYPE TO MATCH EXISTING ADJACENT. 9.STRUCTURAL BEAM TO REMAIN. PROTECT IN PLACE. 10.EXISTING AREA DRAIN TO REMAIN, REPAIR & REPLACE AS REQUIRED. 11.POUR CONCRETE TOPPING & CORRECT SLOPING TO DRAINS, AS REQUIRED. PROVIDE EPOXY FINISH PER FINISH SCHEDULE. 12.NEW DUAL-HEIGHT DRINKING FOUNTAIN, SEE DETAIL 7/A401. 13.EXISTING LOW WALL TO REMAIN. PATCH, REPAIR & PAINT AS REQUIRED. 14.INFILL EXISTING WINDOW WITH FRAMING & FINISHES TO MATCH ADJACENT. 15.NEW LOCATION OF RELOCATED DOOR & FRAME. 1 1 1 1 1 1 17 2 ALIGN 5 5 57 10 6 6 9 9 3A2 2 3 TYP. 5 TYP. 3A TYP. TYP. TYP. TYP. TYP. 8 (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E ) S T O R . (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)STOR. (E)BREAKROOM (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)STOR. (E)OFFICE(E)LOBBY(E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)ELEV. (E)JAN. (E)OFFICE (E)OFFICE (E)OPENOFFICE (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE 1-HOUR LOBBY 200 3 3 1 A702 2 A702 A701 2 A701 1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 10 10 10 10 11 11 11 11 XXX DENOTES DOOR, SEE DOOR SCHEDULE EXISTING WALL / PARTITION TO REMAIN LEGEND EXTERIOR 1-HOUR WOOD STUD WALL - 2x6 WOOD STUDS @ 16" O.C. WITH 5/8" TYPE-X GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT TYPE-X GYP. BD. AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH R-19 BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. 1 2 3 A805 1 A805 4 INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT RESTROOMS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A805 5 A805 9 EXTERIOR WOOD STUD WALL - 2x4 WOOD STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE.A805 4 A805 13 A802 1 A802 2 DENOTES STOREFRONT, SEE STOREFRONT TYPES # A PLAN CHECK CORRECTIONS 09.09.2024 A 206 HALLWAY 1 2 2 5 3A 24 SCALE: 1/8" = 1'-0" 80 16 32 4 INTERIOR METAL STUD PARTITION - 6" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT RESTROOMS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 17 A802 5 5 INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS 6" ABOVE THE CEILING. A802 1 A802 6 NOTE: WHERE NEW WALLS / INFILLS OCCUR, THE HEIGHT OF THE WALL SHALL MATCH THE EXISTING ADJACENT CONDITIONS. 5 3 TYP. 5 TYP. 4 1 TYP. 7 12 2 AL I G N 13 13 A201 1 A201 2 1 A202 A202 2 4 6 INTERIOR METAL STUD PARTITION - 8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" MOISTURE-RESISTANT GYP. BD. ON BOTH SIDES. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 3A SIM. SIM. PLAN CHECK CORRECTIONS 11.21.2024C 3A 3A INTERIOR 1-HOUR RATED METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 17 A805 6 A805 7 C C 1-HOUR CORRIDOR 205 C C 14 14 PLAN CHECK CORRECTIONS 12.17.2024D D 2 ALIGN PLAN CHECK CORRECTIONS 1.16.2025E E 15 E REN. 11/30/25 2130 E 4th St 2/11/2025 2 1 3 41 5 8 6 9 9 10 11 2'-0"2'-0" 7 12 12 12 6' - 0 " SECOND FLOOR FIRST FLOOR E. 4TH ST. CU R B F A C E PR O P E R T Y L I N E ST R E E T C E N T E R L I N E 80'-0"19'-0" 29 ' - 2 " ± 42'-0" LINE OF S I G H T CONDENSOR UNITS ±3 ' - 0 " ± 20'-2" SI D E W A L K 10'-2" ±3 ' - 0 " LEGEND ROOF PLAN KEYNOTES EXISTING ROOF, MECHANICAL EQUIPMENT, EXHAUST AND/OR PLUMBING VENTS TO REMAIN, UNLESS OTHERWISE NOTED. REPAIR AS REQUIRED, V.I.F. SEE SHEET A804. EXISTING MECHANICAL EQUIPMENT AREA EXISTING OPEN TO BELOW NEW PARAPET - SEE 11 & 12 / A806 & STRUCTURAL DRAWINGS. EXISTING ROOF HATCH HATCHED AREA REPRESENTS NEW SIKA SARNAFIL TPO ROOFING (ICC ESR-1157), OVER PLYWOOD SHEATHING. SEE SHEET A805. REMOVE PORTION OF EXISTING PARAPET WALL, TO ACCOMMODATE CONTINUOUS FLOW OF WATER FROM NEW ROOF TO EXISTING ROOF / ROOF DRAIN. STEEL ENTRY CANOPY BELOW NEW CONDENSOR UNIT, SEE MECHANICAL DRAWINGS. NEW EXHAUST FAN, SEE MECHANICAL DRAWINGS. NEW EXHAUST VENT, SEE MECHANICAL DRAWINGS. EXISTING COMBINATION ROOF / OVERFLOW DRAIN TO REMAIN. CLEAN AS REQUIRED. 1 2 3 4 5 6 7 8 9 10 11 12 GENERAL NOTES 1.WHERE EXISTING ROOFS, E.T.C., ARE DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING ONES. 2.REMOVE ALL UNUSED OR ABANDONED DATA, ELECTRICAL CONDUITS, J-BOXES, PANELS, E.T.C., IN AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION. PRESERVE ITEMS THAT WILL REMAIN IN SERVICE. 3.REMOVE ANY UNNECESSARY OR ABANDONED DUCTWORK, EQUIPMENT, ETC., WITHIN THE AFFECTED PORTIONS OF DEMOLITION. 4.PATCH & REPAIR EXISTING ROOF, ROOF PARAPET TO MATCH EXISTING, WHERE OVERFLOW SCUPPER WAS REMOVED AND NEW OVERFLOW DRAIN WERE PROVIDED. 5.INFORMATION PROVIDED IS A RESULT OF LIMITED FIELD VERIFICATION. THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTING CONDITIONS, INCLUDING THE LOCATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, BEFORE DEMOLITION. 6.ALL ROOF ELEVATIONS ARE REFERENCED FROM TOP OF FLOOR SLAB (FIN. FLR. ELEV. OF 0'-0") OR FROM DATUM LINE (0'-0") WHERE IT OCCURS; SEE BUILDING ELEVATIONS & SECTIONS TO LOCATE DATUM LINE. 7.ALL ROOF WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE ROOFING MANUFACTURER'S RECOMMENDATIONS AND APPROVED DETAILS- SEE SPEC'S. 8.THE CONTRACTOR SHALL VERIFY THAT ALL AREAS TO RECEIVE SINGLE PLY ROOFING MEMBRANE, ARE PROVIDED W/ POSITIVE DRAINAGE AT 1/4" PER FOOT MINIMUM PRIOR TO ROOFING. 9.VERIFY SIZES AND LOCATIONS OF ALL OPENINGS, PLATFORMS, ETC., WITH RESPECTIVE CONTRACTORS. 10.ALL CRICKETS/FLASHING SHALL SLOPE A MINIMUM OF 1/2" PER FOOT. 11.PROVIDE CRICKETS/FLASHING AROUND ALL CURBED ROOF OPENINGS. 12.ALL ROOF DIMENSIONS ARE MEASURED TO THE FACE OF SHEATHING, U.N.O. 13.ALL MECHANICAL, PLUMBING AND ELECTRICAL TO RECEIVE PILLOW BLOCKS AS REQUIRED, MAX. 4'-0" APART. 14.GENERAL CONTRACTOR TO PROVIDE ROOF JACKS AT ALL EXPOSED ROOF PENETRATIONS. SEE 5/A701 15.PAINT ALL EXPOSED GALVANIZED STEEL PIPES, CONDUIT, ETC. VERIFY COLOR WITH ARCHITECT PRIOR TO PROCEEDING. 16.ALL ROOF MOUNTED EQUIPMENT (IE HOODS, VENTILATORS, ETC.) SHALL BE PAINTED WITH TWO(2) COATS OF EXTERIOR SEMI-GLOSS PAINT. VERIFY COLOR WITH ARCHITECT PRIOR TO PROCEEDING. 17.PRIME AND PAINT ALL MISC. EXPOSED STEEL FABRICATIONS AND G.S. COPINGS, FLASHINGS, ETC., COLOR TO MATCH ADJACENT SURFACE, U.N.O., TYP. 18.PRIME AND PAINT INTERIOR (ROOF SIDE) SURFACE OF PLASTERED PARAPETS, TYP. PROVIDE PLASTER CONTROL JOINTS IN ALL PLASTERED PARAPETS AT 10’-0" O.C. MAX. TYP. 19.ALL COPINGS TO BE BUTT JOINTED WITH BACKER PLATES, OVER UNDERLAYMENT TYP. SEE DETAILS 10,11, 12, AND 13/A804. LAP SPLICES WILL NOT BE ACCEPTED! SUBMIT SHOP DW’GS FOR ALL SHEET METAL FABRICATIONS FOR REVIEW. 20.ALL EXISTING ROOF EQUIPMENT TO REMAIN. REPAIR AS REQUIRED (E) ROOF DRAIN AND OVERFLOW DRAIN TO REMAIN, REPAIR AS REQUIRED. V.I.F (E) ROOF HATCH TO REMAIN, REPAIR AS REQUIRED. V.I.F NORTH (E) ROOF VENTS TO REMAIN, REPAIR AS REQUIRED. V.I.F AL I G N AL I G N A805 11 A805 8 SLOPE 1/4" PER FT. CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 SLO P E1/4" P E R F T . 24 SCALE: 1/8" = 1'-0" 80 16 32 A PLAN CHECK CORRECTIONS 09.09.2024 A ROOF PLAN A131 LINE OF SIGHT SECTION 1 48 SCALE: 1/16" = 1'-0" 160 32 64 A201 1 A201 2 1 A202 A202 2 1 - A805 12 A805 11 A805 11 A805 8 A805 11 A805 8 PLAN CHECK CORRECTIONS 11.21.2024C C REN. 11/30/25 2130 E 4th St 2/11/2025 EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES F5 F5F5 F5 F5 F5 F5 F5 F5 F5 F5 (E)C (E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)C F5 F5 F5 F5 F5 F5 F5 (E)F5 ±2 0 ' - 1 1 " 8'-0" 5' - 6 " 4'-0" (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 2' - 0 " (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 NORTH 1 1.ALL LIGHT FIXTURES, SWITCHES, THERMOSTATS, ETC. ARE TO CONFORM WITH TITLE 24 ENERGY CONSERVATION CODE. 2.CONDUIT MUST BE A MINIMUM OF 7-1/2" CLEAR ABOVE THE CEILING GRID & BE COORDINATED W/ NEW DUCTS. 3.CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS WITH LIGHT FIXTURE LOCATIONS & HVAC DUCTWORK PRIOR TO ORDERING FIXTURES OR INSTALLATION OF CEILING GRID. 4.PROVIDE EMERGENCY LIGHTING PER CODE. 5.FIELD CUT ACOUSTICAL CEILING TILE EDGES AT PERIMETERS TO PROVIDE TEGULAR INSTALLATION LOOK. 6.LIGHT SWITCH CONTROLS IN OPEN AND PRIVATE OFFICE AREAS WILL BE BY MOTION SENSOR. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND TYPE SPECIFICATION. 7.PATCH AND REPAIR WALLS WHERE SWITCHES WERE REMOVED. 8.ALL LIGHTING CONTROLS SHOWN SHALL BE MOUNTED AT +3'-6" HEIGHT TO CENTERLINE UNLESS OTHERWISE NOTED. 9.LIGHT CONTROLS INDICATED NEW AS SHOWN ADJACENT TO EACH OTHER SHALL BE GANGED AND COVERED WITH A SINGLE COVER PLATE, COLOR TO BE BUILDING STANDARD. LIGHT CONTROLS SHALL CONFORM TO TITLE 24 REQUIREMENTS. 10.LIGHT CONTROL LOCATIONS ARE SHOWN SCHEMATICALLY AND MAY NOT INDICATE ACTUAL NUMBER OF SWITCHES REQUIRED. CONTRACTOR SHALL DETERMINE ACTUAL CONTROL QUANTITIES ACCORDING TO CIRCUIT LOAD AND APPLICABLE ELECTRICAL CODE REQUIREMENTS. 11.ALL RECESSED LIGHT FIXTURES SHOWN SHALL BE FURNISHED WITH TRIM FOR MOUNTING TO BUILDING STANDARD CEILING GRID SPECIFIED. 12.ALL ACOUSTIC CEILING TILES DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION ARE TO BE REPLACED WITH MATCHING TILES. 13.ALL LIGHT FIXTURES, SMOKE DETECTORS, AND SPEAKER OUTLETS, OR OTHER FIXTURES ARE TO BE INSTALLED IN DEAD CENTER OF CEILING TILES UNLESS OTHERWISE NOTED. 14.HVAC AND ELECTRICAL DESIGN CRITERIA SHALL CONFORM TO STATE OF CALIFORNIA TITLE 24 ENERGY CONSERVATION REQUIREMENTS. 15.CONTRACTOR TO LABEL THE BUILDING ELECTRICAL PANEL DIRECTORY WITH ANY CHANGE TO CIRCUITS. LABELING WILL BE TYPED, NOT HAND WRITTEN. 16.THE CONTRACTOR SHALL PROVIDE ACCESS TO ABOVE THE CEILING FOR TENANT SECURITY & CABLING CONTRACTORS' INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULING OF THESE OTHER TRADES. 17.THE ELECTRICAL CONTRACTOR SHALL SURVEY EXISTING LIGHTING FIXTURES TO BE REUSED AND RELAMP, REBALAST ANY NON-FUNCTIONING LIGHT FIXTURE AS NECESSARY. 18.REFER TO ELECTRICAL (ENGINEERING) DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. WHERE CONFLICTS OCCUR, ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE FOR LOCATION. ARCHITECT IS TO BE NOTIFIED OF ANY CONFLICTS PRIOR TO COMMENCING WORK. 19.WHERE EXISTING CEILING TILES ARE REUSED, THEY MUST BE IN GOOD CONDITION AND MATCH THOSE IN THE SAME ROOM. 20.REPLACE/ REPAIR ALL SAGGING/ DAMAGED CEILING GRID AND CEILING TILES TO MATCH (E) , TYPICAL THROUGH-OUT OFFICE AREA. 21.CAULK AT SEAM OF SUSPENDED CEILING WALL ANGLE TO WALL, WHERE GAPS OCCUR. 22.IN ROOMS WITH A SPAN IN BOTH DIRECTIONS OF MORE THAN 25', A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST TILE SHALL BE 3/4" CLEAR FROM WALL SURFACE. 23.ACOUSTIC BATTS AT ALL RESTROOM WALLS AND HARD LID CEILINGS. 24.CEILING GRIDS TO BE CENTERED WHERE NO DIRECTION INDICATED. DIMENSION OR GRID START POINT SHALL APPLY WHERE INDICATED. CENTER CLG. GRID IN ALL ROOMS U.N.O.. 25.INSTALL SUSPENDED CEILING SYSTEM PER ICC ESR # 1222. 26.SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580 SECTION 5. (ASCE 7-16, SECTION 13.5.6.2.2) 27.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS AND OTHER PENETRATIONS, PROVIDE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. #KEYNOTESREFLECTED CEILING PLAN NOTES REFLECTED CEILING LEGEND SEE ELECTRICAL DRAWINGS FOR RESTROOM & HALLWAY LIGHTING AND POWER LAYOUT. EXISTING EXPOSED WOOD BEAMS TO REMAIN. PAINT TO MATCH STUCCO COLOR. EXISTING OFFICE AREA - NO CHANGES. AT NEW RESTROOMS, ADD CEILING INSULATION FOR SOUND PURPOSES, PROVIDE MOISTURE-RESISTANT GYPSUM BOARD. LAY-IN SUSPENDED CEILING TILES TO BE WASHABLE & UNPERFORATED. NEW GYP. BD. CEILING. PAINT PER FINISH SCHEDULE. NEW STEEL-FRAMED CANOPY, SEE 5 & 6 / A804 & STRUCTURAL DRAWINGS. EXISTING SOFFIT WITH WOOD PANELING TO REMAIN. PAINT TO MATCH STUCCO COLOR. NEW WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR SPECS. & MOUNTING HEIGHT. NEW 2" WIDE SOFFIT VENT. A803 1 INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. NEW EXIT SIGN, TYPICAL. SHADED AREA INDICATES SIGN FACE. ARROW INDICATES DIRECTION OF EXIT. SIGN TO HAVE A SECONDARY SOURCE OF POWER. (LIGHT ALARMS, SPLED) EXIT SIGN. FLAT, RECESSED ALUMINUM TRIM WITH RED & WHITE PANEL. NEW 2x4 SUSPENDED CEILING AND GRID. (GRID: DONN-DX 15/16" SUSPENSION SYSTEM [ASTM C 635 - HEAVY DUTY], COLOR : WHITE (I.C.C. #ESR-1222, L.A.R.R. #25032) TILE: ARMSTRONG DUNE SECOND LOOK (TEGULAR EDGE), 24"x48"x3/4", OR EQUAL A RECESSED LED DOWN LIGHT 1 2 W INDICATES NEW 5/8" GYPSUM BOARD CEILING (MOISTURE-RESISTANT AT RESTROOMS), ON METAL FRAMING. SEE STRUCTURAL DRAWINGS. 3 4 ±8'-4" (N) T-BAR CLG. 1 2 3 3 3 3 5 6 7 4 44 5 6 6 6 5 5 6 7 7 F5 INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE WITH 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL DRAWINGS. A INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. B EXISTING CAMERA LENSEC 8 8 8 8 8 ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. INDICATES NEW WALL-MOUNTED LED LIGHT FIXTURE. 9 9 9 9 99 9 2 10 10 10 EXISTING WOOD PANEL SOFFIT NEW STUCCO FINISH OFFICE STORAGE 110 1-HOUR CORRIDOR 108 ±8'-4" (N) GYP. BD. CLG. STORAGE 109 MEN'S RESTROOM 107 WOMEN'S RESTROOM 106 ±8'-4" (N) GYP. BD. CLG. BREAK RM. 105±8'-4" (N) T-BAR CLG. LAUNDRY 104 ±8'-0" (N) GYP. BD. CLG. ALL-GENDER RESTROOM 103 ±8'-4" (N) T-BAR CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. JANITOR 102 EXPOSED CLG. 1-HOUR CORRIDOR 111 A PLAN CHECK CORRECTIONS 09.09.2024 A FIRST FLOOR REFLECTED CEILING PLAN A140 24 SCALE: 1/8" = 1'-0" 80 16 32 A803 2 A803 3 NOTE: AREAS BEING MODIFIED SHALL BE CONSTRUCTED TO ENSURE: 1. FLOOR / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 6/A805. 2. ROOF / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 7/A805. PLAN CHECK CORRECTIONS 10.17.2024 B B 1-HOUR LOBBY 101 C C C REN. 11/30/25 2130 E 4th St 2/11/2025 open to below EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES F5 F5 (E)C (E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)C F5 F5 F5 F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 NORTH 1 #KEYNOTESREFLECTED CEILING PLAN NOTES REFLECTED CEILING LEGEND SEE ELECTRICAL PLANS, FOR RESTROOM & HALLWAY LIGHTING AND POWER LAYOUT. EXISTING EXPOSED WOOD BEAMS TO REMAIN. PAINT TO MATCH STUCCO COLOR. EXISTING OFFICE AREA - NO CHANGES AT NEW RESTROOMS, ADD CEILING INSULATION FOR SOUND PURPOSES, PROVIDE MOISTURE-RESISTANT GYPSUM BOARD. LAY-IN SUSPENDED CEILING TILES TO BE WASHABLE & UNPERFORATED. NEW GYP. BD. CEILING. PAINT PER FINISH SCHEDULE. NEW 2" WIDE SOFFIT VENT. EXISTING SOFFIT WITH WOOD PANELING TO REMAIN. PAINT TO MATCH STUCCO COLOR. NEW STEEL CANOPY WITH PERFORATED METAL PANELS (MCNICHOLS 22GA. SLOTTED), SEE 9/A804 & STRUCTURAL DRAWINGS. 1 2 3 4 1 2 3 3 3 3 5 6 7 4 44 5 6 5 6 8 8 8 8 8 ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) T-BAR CLG. 5 5 5 5 5 2 7 NEW EXIT SIGN, TYPICAL. SHADED AREA INDICATES SIGN FACE. ARROW INDICATES DIRECTION OF EXIT. SIGN TO HAVE A SECONDARY SOURCE OF POWER. (LIGHT ALARMS, SPLED) EXIT SIGN. FLAT, RECESSED ALUMINUM TRIM WITH RED & WHITE PANEL. RECESSED LED DOWN LIGHT W F5 EXISTING CAMERA LENSEC CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 9 9 A PLAN CHECK CORRECTIONS 09.09.2024 A SECOND FLOOR REFLECTED CEILING PLAN A141 24 SCALE: 1/8" = 1'-0" 80 16 32 MEN'S RESTROOM 203 WOMEN'S RESTROOM 204 ALL-GENDER RESTROOM 201 212 OFFICE 210 OFFICE 207 OFFICE 209 OFFICE 208 OFFICE 202 OFFICE JANITOR 211 1-HOUR LOBBY 200 206 HALLWAY ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. EXPOSED CLG. ±8'-4" (N) T-BAR CLG. ±8'-4" (N) T-BAR CLG. ±8'-4" (N) T-BAR CLG. ±8'-4" (N) T-BAR CLG. ±8'-4" (N) T-BAR CLG. ±8'-4" (N) T-BAR CLG. A803 1 INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. NEW 2x4 SUSPENDED CEILING AND GRID. (GRID: DONN-DX 15/16" SUSPENSION SYSTEM [ASTM C 635 - HEAVY DUTY], COLOR : WHITE (I.C.C. #ESR-1222, L.A.R.R. #25032) TILE: ARMSTRONG DUNE SECOND LOOK (TEGULAR EDGE), 24"x48"x3/4", OR EQUAL A INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE WITH 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL DRAWINGS. A INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. B EXISTING WOOD PANEL SOFFIT NEW STUCCO FINISH A803 2 A803 3 1.ALL LIGHT FIXTURES, SWITCHES, THERMOSTATS, ETC. ARE TO CONFORM WITH TITLE 24 ENERGY CONSERVATION CODE. 2.CONDUIT MUST BE A MINIMUM OF 7-1/2" CLEAR ABOVE THE CEILING GRID & BE COORDINATED W/ NEW DUCTS. 3.CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS WITH LIGHT FIXTURE LOCATIONS & HVAC DUCTWORK PRIOR TO ORDERING FIXTURES OR INSTALLATION OF CEILING GRID. 4.PROVIDE EMERGENCY LIGHTING PER CODE. 5.FIELD CUT ACOUSTICAL CEILING TILE EDGES AT PERIMETERS TO PROVIDE TEGULAR INSTALLATION LOOK. 6.LIGHT SWITCH CONTROLS IN OPEN AND PRIVATE OFFICE AREAS WILL BE BY MOTION SENSOR. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND TYPE SPECIFICATION. 7.PATCH AND REPAIR WALLS WHERE SWITCHES WERE REMOVED. 8.ALL LIGHTING CONTROLS SHOWN SHALL BE MOUNTED AT +3'-6" HEIGHT TO CENTERLINE UNLESS OTHERWISE NOTED. 9.LIGHT CONTROLS INDICATED NEW AS SHOWN ADJACENT TO EACH OTHER SHALL BE GANGED AND COVERED WITH A SINGLE COVER PLATE, COLOR TO BE BUILDING STANDARD. LIGHT CONTROLS SHALL CONFORM TO TITLE 24 REQUIREMENTS. 10.LIGHT CONTROL LOCATIONS ARE SHOWN SCHEMATICALLY AND MAY NOT INDICATE ACTUAL NUMBER OF SWITCHES REQUIRED. CONTRACTOR SHALL DETERMINE ACTUAL CONTROL QUANTITIES ACCORDING TO CIRCUIT LOAD AND APPLICABLE ELECTRICAL CODE REQUIREMENTS. 11.ALL RECESSED LIGHT FIXTURES SHOWN SHALL BE FURNISHED WITH TRIM FOR MOUNTING TO BUILDING STANDARD CEILING GRID SPECIFIED. 12.ALL ACOUSTIC CEILING TILES DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION ARE TO BE REPLACED WITH MATCHING TILES. 13.ALL LIGHT FIXTURES, SMOKE DETECTORS, AND SPEAKER OUTLETS, OR OTHER FIXTURES ARE TO BE INSTALLED IN DEAD CENTER OF CEILING TILES UNLESS OTHERWISE NOTED. 14.HVAC AND ELECTRICAL DESIGN CRITERIA SHALL CONFORM TO STATE OF CALIFORNIA TITLE 24 ENERGY CONSERVATION REQUIREMENTS. 15.CONTRACTOR TO LABEL THE BUILDING ELECTRICAL PANEL DIRECTORY WITH ANY CHANGE TO CIRCUITS. LABELING WILL BE TYPED, NOT HAND WRITTEN. 16.THE CONTRACTOR SHALL PROVIDE ACCESS TO ABOVE THE CEILING FOR TENANT SECURITY & CABLING CONTRACTORS' INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULING OF THESE OTHER TRADES. 17.THE ELECTRICAL CONTRACTOR SHALL SURVEY EXISTING LIGHTING FIXTURES TO BE REUSED AND RELAMP, REBALAST ANY NON-FUNCTIONING LIGHT FIXTURE AS NECESSARY. 18.REFER TO ELECTRICAL (ENGINEERING) DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. WHERE CONFLICTS OCCUR, ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE FOR LOCATION. ARCHITECT IS TO BE NOTIFIED OF ANY CONFLICTS PRIOR TO COMMENCING WORK. 19.WHERE EXISTING CEILING TILES ARE REUSED, THEY MUST BE IN GOOD CONDITION AND MATCH THOSE IN THE SAME ROOM. 20.REPLACE/ REPAIR ALL SAGGING/ DAMAGED CEILING GRID AND CEILING TILES TO MATCH (E) , TYPICAL THROUGH-OUT OFFICE AREA. 21.CAULK AT SEAM OF SUSPENDED CEILING WALL ANGLE TO WALL, WHERE GAPS OCCUR. 22.IN ROOMS WITH A SPAN IN BOTH DIRECTIONS OF MORE THAN 25', A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST TILE SHALL BE 3/4" CLEAR FROM WALL SURFACE. 23.ACOUSTIC BATTS AT ALL RESTROOM WALLS AND HARD LID CEILINGS. 24.CEILING GRIDS TO BE CENTERED WHERE NO DIRECTION INDICATED. DIMENSION OR GRID START POINT SHALL APPLY WHERE INDICATED. CENTER CLG. GRID IN ALL ROOMS U.N.O.. 25.INSTALL SUSPENDED CEILING SYSTEM PER ICC ESR # 1222. 26.SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580 SECTION 5. (ASCE 7-16, SECTION 13.5.6.2.2) 27.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS AND OTHER PENETRATIONS, PROVIDE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. INDICATES NEW 5/8" GYPSUM BOARD CEILING (MOISTURE-RESISTANT AT RESTROOMS), ON METAL FRAMING. SEE STRUCTURAL DRAWINGS. NOTE: AREAS BEING MODIFIED SHALL BE CONSTRUCTED TO ENSURE: 1. FLOOR / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 6/A805. 2. ROOF / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 7/A805. PLAN CHECK CORRECTIONS 10.17.2024 B B 1-HOUR CORRIDOR 205 C C PLAN CHECK CORRECTIONS 1.16.2025E E E REN. 11/30/25 2130 E 4th St 2/11/2025 2130 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM FINISH FLOOR 0'-0" SOFFIT 10'-0" TYP. 33 7 4 FINISH FLOOR 0'-0" T.O. PARAPET 29'-2" TYP. 8 A201 PROPOSED NORTH AND WEST EXTERIOR ELEVATIONS T.O. PARAPET 29'-2" 2 TYP. SCALE:1/8"=1'-0" 0 4'8'16'24' 1 1 2 A701 2 A701 1 A701 1 A701 TOP OF WALL / WALK -2'-6" SECOND FLOOR 13'-2" SECOND FLOOR 13'-2" NORTH ELEVATION 2 WEST ELEVATION 1 T.O. PARAPET 37'-1" T.O. PARAPET 37'-1" ELEVATION KEYNOTES NEW PATIO AREA, SEE 2 / A300. NEW HSS CANOPY WITH STANDING SEAM SHEET METAL ROOF (MBCI BATTENLOK HS, MEDIUM BRONZE COLOR, OR EQUAL) , SEE 5 / A804 & STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, REPLACE SHEATHING AS REQUIRED. PROVIDE NEW 3-COAT STUCCO SYSTEM OVER WIRED MESH (16 / 20 SAND FINISH). PAINT SW 7005 PURE WHITE. NEW STOREFRONT SYSTEM, SEE SHEET A501. NEW EXTERIOR WALL WITH 3-COAT STUCCO SYSTEM OVER WIRED MESH (16 / 20 SAND FINISH). PAINT TO MATCH ALUCOBOND WALL PANEL SYSTEM. NEW STANDING SEAM SHEET METAL (MBCI BATTENLOK HS, MEDIUM BRONZE COLOR, OR EQUAL) AT EXISTING SLOPING SECOND LEVEL SILL. EXISTING WALL TO REMAIN, REPLACE SHEATHING AS REQUIRED. PROVIDE NEW 3-COAT STUCCO SYSTEM OVER WIRED MESH (16 / 20 SAND FINISH). PAINT SW 7074 SOFTWARE. EXISTING WINDOWS TO REMAIN, V.I.F., REPAIR AND REPAINT FRAMES AS REQUIRED RELOCATED ADDRESS NUMBERS. PAINT TO MATCH ALUMINUM WALL PANELS. STUCCO CONTROL JOINT, TYP. SEE 16 / A805. 1 2 3 4 5 6 7 8 9 10 7 7 TYP. 3 5 3 8 TYP. 8 TYP. 8 TYP. 8 TYP. TYP. 8669 10 TYP. 10 TYP. 77 7 7 8 TYP. 3 3 10 TYP. 10 TYP. TYP. 8 TYP. 8 8 TYP. 8 TYP. TYP. 3 TYP. 3 3 3 36666 REN. 11/30/25 DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 2130 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM FINISH FLOOR 0'-0" T.O. PARAPET 29'-2" SOFFIT 10'-0" TYP. 8 3 FINISH FLOOR 0'-0" T.O. PARAPET 37'-1" 7 TYP. 8 A202 PROPOSED SOUTH AND EAST EXTERIOR ELEVATIONS 4 SCALE:1/8"=1'-0" 0 4'8'16'24' 5 1 ELEVATION KEYNOTES NEW PATIO AREA, SEE 2 / A300. NEW HSS CANOPY WITH PERFORATED METAL PANELING (MCNICHOLS 22GA. SLOTTED PANEL, OR EQUAL). SEE 9/A805 & STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, REPLACE SHEATHING AS REQUIRED. PROVIDE NEW 3-COAT STUCCO SYSTEM OVER WIRED MESH (16 / 20 SAND FINISH). PAINT SW 7005 PURE WHITE. EXISTING STOREFRONT SYSTEM TO REMAIN, V.I.F., REPAIR AND REPAINT FRAMES AS REQUIRED NEW 48" X 24" ALUCOBOND OLIVINE METALLIC ALUMINUM WALL PANEL SYSTEM, SEE DETAILS 17, 18, 19 & 20 / A805. NEW HSS CANOPY WITH STANDING SEAM SHEET METAL ROOF (MBCI BATTENLOK HS, MEDIUM BRONZE COLOR, OR EQUAL) , SEE 6 / A804 & STRUCTURAL DRAWINGS. EXISTING WALL TO REMAIN, REPLACE SHEATHING AS REQUIRED. PROVIDE NEW 3-COAT STUCCO SYSTEM OVER WIRED MESH (16 / 20 SAND FINISH). PAINT SW 7074 SOFTWARE. EXISTING WINDOWS TO REMAIN, V.I.F., REPAIR AND REPAINT FRAMES AS REQUIRED NEW STANDING SEAM SHEET METAL (MBCI BATTENLOK HS, MEDIUM BRONZE COLOR, OR EQUAL) AT EXISTING SLOPING SECOND LEVEL SILL. RELOCATED ADDRESS NUMBERS. PAINT TO MATCH ALUMINUM WALL PANELS. 24GA. SHEET METAL GUTTER & DOWNSPOUT. PAINT TO MATCH ADJACENT WALL COLOR. NEW LOCATION OF EXISTING FLAG POLE. PROVIDE CONCRETE FOOTING PER STRUCTURAL DRAWINGS. NEW ENTRY PLAZA, SEE 1 / A300. FOR CONCRETE WALLS, PROVIDE SMOOTH FINISH WITH CLEAR SEALER. STUCCO CONTROL JOINT, TYP. SEE 16 / A805. RELOCATED OLIVE CREST SIGNAGE. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 1 A702 1 A702 2 A702 2 A702 4 FINISH SURFACE -3'-7" 3 SECOND FLOOR 13'-2" SECOND FLOOR 13'-2" SOUTH ELEVATION 2 EAST ELEVATION 1 2 37 7 7 3 3 3 3 77 3 3 7 7 7 7 77 6 8 TYP. TYP. 8 8 TYP. 8 TYP. 9 9 T.O. PARAPET 29'-2" 10 11 12 13 13 13 T.O. PARAPET 37'-1" T.O. PARAPET 29'-2" 7 7 7 7 7 3 14 TYP. 14 TYP. 14 TYP. 14 TYP. 3 3 3 3 3 3 14 TYP. 8 TYP. 8 8 TYP. 9 9 9 9 12 13 15 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 REN. 11/30/25 2130 E 4th St 2/11/2025 20 ' - 4 " 6'-0"3'-6"1'-0" 6" 3' - 0 " 1' - 7 " 3'-6"6'-0" 1'-0"9'-6"6'-6"4'-0" 18 " M I N CL 18 " M I N . CL 30 X 4 8 30 X 4 8 30 X 4 8 30 X 4 8 10'-6" 1'-0" 10'-6" 30 X 4 8 5'-0"5'-0" 8 3 5 2 823 6 1 2 6 9' - 0 " C E I L I N G H E I G H T 6' - 6 " NO N A B S O R B E N T WA L L F I N I S H . T Y P 8 9" MI N . 4 5 3 467 3 3 4 6 7 3 95 27 2 2 2 4 5 6 6 11 26 8 9" MI N . 3'-4"3'-4"3'-4"3'-4" 3' - 7 " 5' - 1 " 5' - 1 " 3' - 7 " 3' - 7 " 5' - 1 " 5' - 1 " 3' - 7 " 9' - 0"9' - 0" 1'-10 1/2" 2' - 3 " M I N . SOLID SURFACE COUNTERTOP W/ 4" BACK SPLASH 2' - 5 " M I N . 2' - 1 0 " TO P O F S I N K F R O N T R I M 9" M I N . 8" MIN. KNEE CLR. FLOOR TILE OR SHEET VINYL WITH COVED BASE PER FINISH PLANS STEEL ANGLE COUNTERTOP SUPPORT ATTACHED TO STUDS LAVATORY SINK INSULATE ALL HOT WATER AND WASTE PIPING UNDER SINK SCALE : 1-1/2" = 1'-0" RESTROOM SINK COUNTER - TYPICAL 6" 1'-5" KNEE AND TOE CLEARANCE (DASHED LINE) HORIZ. ELECTRICAL OUTLET WHERE OCCURS 9 FLAT STRAP AND BLOCKING PROVIDE 20 GA. METAL AS REQUIRED 1 1/2" DIA. GRAB BAR STUD WALL PER PLANS GRAB BAR SCALE: 3"=1'-0"10 THE BAR FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WITHSTAND 250 LBS./FT. IN BENDING, SHEAR AND TENSION. (1115B.8.3) TILE PER FINISH PLANS/ELEVATIONS ON WATER RESISTANT GYP. BD. (OR DEN'S-SHIELD AT TILE LOCATIONS) 33 " - 3 6 " A . F . F . 1 1/2" RESTROOM IDENTIFICATION SYMBOLS 11 1/4" THICK x 12" DIAMETER CIRCLE 1/4" THICK x 12" EQUILATERAL TRIANGLE 5' - 0 " A . F . F . TY P . 48 " M I N . TO B A S E O F B R A I L L E M E N M E N MEN WOMEN NOTES: 1.SIGNS SHALL BE 1/4" THICK PLASTIC LAMINATE SECURED TO CENTER OF THE DOOR FACE @60" A.F.F. 2.THE COLOR SHALL BE DISTINCTLY DIFFERENT AND CONTRAST FROM THE DOOR COLOR. 3.SIGNAGE SHALL CONFORM TO SEC. 4.30 OF THE AMERICANS WITH DISABILITIES ACT. 4.PROVIDE ADDITIONAL SIGNAGE WITH UPPER CASE LETTERING AND BRAIL SYMBOLS (RAISED 1/32") BETWEEN 5/8" - 2" HIGH, LOCATED ON THE WALL ADJACENT TO THE STRIKE EDGE OF THE DOOR THAT IDENTIFIES THE RESTROOM. 5.UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THK., 12" DIA. WI A 1/4" THK. TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12" DIAMETER. 6.PICTOGRAMS AND / OR LETTERING ARE NOT REQUIRED ON DOOR- MOUNTED SIGNAGE. 5' - 0 " A . F . F . TY P . WALL MOUNTED SIGNAGE TO BE LOCATED ON LATCH SIDE OF DOOR CLEAR OF DOOR-SWING. HEIGHT OF LETTERING 5/8" MIN. TO 2" MAX. LETTERING RAISED 1/32" CORRESPONDING GRADE II BRAILLE 60 " M A X . T O B A S E OF T A C T I L E , T Y P . WALL SIGNAGEDOOR SIGNAGE 1 1 9 31 1 9 38 FLOOR PLAN SCALE: 3/8" = 1' -0" 1 RESTROOM RCP, FLOOR PLANS & INTERIOR ELEVATIONS 2 3 2 1 WATER CLOSET AND FLUSHOMETER WETS-2023 1006 LOCATION: RESTROOM 111, 109 MFG.: SLOAN FOCUS SINGLE HOLE BATTERY FAUCET MFG.: HANSGROTHE/ 71035001 WALL MOUNT SINK (SEE DETAIL 9) LOCATION: RESTROOM 111, 109 MFG.: KOHLER K-20000-0/ CAXTON RECTANGLE/WHITE MIRROR BRADLEY 780-030360, QTY: 1, LOCATION: RESTROOM 109 BOBRICK #B-5806X42" BOBRICK #B-221, QTY: 3, LOCATION: RESTROOM 111, 109 BOBRICK #B-3942, QTY: 2, LOCATION: RESTROOM 111, 109 BOBRICK #B-2111, QTY: 2, LOCATION: RESTROOM 111, 109 BOBRICK #B-5806X36" URINAL LOCATION: RESTROOM 111, 109 MFG.: SLOAN / WUES-1005, 1001-0.5 SEAT COVER DISPENSER 1 2 3 DOOR MOUNTED RESTROOM SIGNAGE. SEE DETAIL 11 WALL MOUNTED RESTROOM SIGNAGE. SEE DETAIL 11 DOOR PER DOOR SCHEDULE BOBRICK #B-265, QTY: 3, LOCATION: RESTROOM 111,109 4 5 GYP. BD., (P-1) PAINTED PER FINISH SCHEDULE, SEMI-GLOSS WALL TILE (T-2) UP TO 6'-6" WITH SCHLUTER RONDEC-DB TRIM, ANODIZED ALUMINUM FINISH. PLUMBING FIXTURE SCHEDULE TOILET ACCESSORIESKEYNOTES SURFACE-MOUNTED TOILET TISSUE DISPENSER 6 5 3 2 1 7 8 MANUAL SOAP DISPENSER SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 36" GRAB BAR (SEE DTL. 10) 42" GRAB BAR (SEE DTL. 10) 7 -28 4 WOMENS RESTROOM 106 MENS RESTROOM 107 WOMENS R.R. 106 ELEVATIONS SCALE: 3/8" = 1' -0" 2 1 1 WOMENS R.R. ELEVATIONS SCALE: 3/8" = 1' -0" 3MENS R.R. ELEVATIONS SCALE: 3/8" = 1' -0" 4WOMENS R.R. ELEVATIONS SCALE: 3/8" = 1' -0" 5 WOMENS R.R. 106 ELEVATIONS SCALE: 3/8" = 1' -0" 6MENS R.R. 107 ELEVATIONS SCALE: 3/8" = 1' -0" 8 MIRROR BRADLEY 781-030360, QTY: 1, LOCATION: RESTROOM 109 9 NEW GYP BD. CEILING / SOFFIT CEILING LEGEND 1' X 4' SURFACE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL PLANS REFLECTED CEILING PLAN SCALE: 1/2" = 1' -0" 8 1.REFER TO PLANS AND INTERIOR ELEVATIONS FOR ITEMS USED, U.N.O. 2.MOUNT ACCESSORIES PER MANUFACTURERS RECOMMENDED HEIGHTS AND IN ACCORDANCE WITH CHAPTER 11B/CBC AND CALIFORNIA ACCESSIBILITY REQUIREMENTS. 3.FAUCET CONTROL FOR SINK MUST BE OPERABLE WITH ONE HAND WITHOUT REQUIRING TIGHT GRASPING CONTROLS. 4.LIGHT SWITCHES AND CONVENIENCE OUTLETS MUST COMPLY WITH SECTION 2-1719. OUTLETS AT 15" MIN. AND SWITCHES AT 36" TO 48" A.F.F. 5.MOUNT ABOVE COUNTER ELECTRICAL OUTLETS HORIZONTALLY (TYP.). 6.ALL ACCESSORIES INDICATED ARE BY " BOBRICK " UNLESS NOTED OTHERWISE. 7.LAVATORY: INSULATE ALL HOT WATER & WASTE PIPING OCCURRING UNDER THE LAVATORY 8.URINAL: LOCATE FLUSH VALVE CONTROL FOR HANDICAPPED URINAL @ +44" MAX. ABOVE THE FINISHED FLOOR 9.TOILET: LOCATE FLUSH VALVE CONTROL FOR HANDICAPPED TOILET ON WIDE SIDE OF STALL 10.ALL FIXTURES, TOILET PARTITION AND ACCESSORIES ARE NEW U.N.O. 11.REFER TO FINISH LEGEND FOR FINISH SPECIFICATIONS. NOTES 1 3 2 3 2 3 1 2 2 5 7 3 6 9 6 RESTROOM PARTITION, MFR: ASI ACCURATE PARTITIONS, COLOR: SMOKE NOTE: PARTITION SHALL BE INSTALLED SO THAT THERE IS 9" MIN. CLEAR BETWEEN BOTTOM OF PARTITION & FLOOR, AS WELL AS 6" CLEAR ALONG THE SIDE OF THE PARTITION, EXCEPT WHERE THERE ARE FLOOR SUPPORTS. 6 -52 3 MENS R.R. 107 ELEVATIONS SCALE: 3/8" = 1' -0" 7 MIRROR FOR MENS RR 1 TYP. TYP. 7 1' x 4' SURFACE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL PLANS 7TYP. 8 PROVIDE SCHLUTER DILEX - AHK AT INSIDE WALL CORNERS & FLOOR TO WALL TRANSITION. CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM 9 EXISTING COLUMN TO REMAIN. PROVIDE FURRING & WALL FINISH TO MATCH ADJACENT WALL. 9 A PLAN CHECK CORRECTIONS 09.09.2024 A A A400 NORTH REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 5' - 0 " A . F . F . 3' - 4 " 2' - 3 " MI N . 2' - 1 0 " 2' - 1 0 " 2' - 5 " MI N . 6' - 2 " 3' - 4 " M A X . 19 " MI N . 24" MIN. 4 " 3' - 0 " 1 11 1 4 WOMEN 13" MIN. 5' - 1 0 " + @ M E N 5' - 6 " + @ W O M E N W O M E N 17" MIN. 8" 4' - 0 " 6' - 2 " 3' - 4 " MA X . 8" 2' - 3 " MI N . 2' - 1 0 " 36'-0" 2 17" MIN. 2' - 3 " MI N . 3 6 13 4 7 11 1 3 2 1 NOTE #4 4' - 0 " M I N . 3' - 0 " M I N . 4' - 0 " M A X . 1' - 3 " TO BOTTOM OF OUTLET 42" MIN. GRAB BAR 12" MAX. 54" MIN. 2' - 9 " - 3 ' - 0 " TO T O P 1'-5" MIN. TO 1'-7" MAX. AT ACCESSIBLE TOILET 5 12"MIN. 24" MIN. 17"-18" 36" MIN. GRAB BAR MAXIMUM HEIGHT FOR OPERABLE PARTS & BOTTOMS OF MIRRORS 2'-0" TYPICAL- 1'-5" @ HANDICAPPED URINAL 6" MAX. 34 " - 4 4 " 2' - 5 " MI N . 9" 6" MAX. 18" MIN.18" MIN. 6a 7" MIN. 9" MAX. 8 3 4 1 55 18 2 4 6 7 3 27 6 1 5 6' - 6 " NO N A B S O R B E N T WA L L F I N I S H . T Y P 9' - 0 " C E I L I N G H E I G H T 30 X 4 8 CL 6" 2' - 0 " 6' - 2 " 18" MIN 3'-0" 1' - 1 " 4' - 0 " 3' - 1 " 8'-11" 8' - 2 " 2'-6"2'-6" 3' - 7 " 3' - 7 " 2'-6" 9' - 0" SCALE: 3/4"=1'-0" ACCESSIBLE "HI-LO" DRINKING FOUNTAIN WITH BOTTLE FILLING STATION 2' - 3 " 36 " M A X . 4'-2" CLR. MIN. FINISH FLOOR ACTIVATOR TYP. 1'-4"1'-4" 1' - 8 " BUBBLER 7 27 " M I N . 32" MIN . C L E A R 18" MIN. 18" - 19" 5" MAX. 6" MAX. 36 " M A X . 6" M A X . 33 " M A X . PREFABRICATED 1-1/2" DIA. STAINLESS STEEL TUBE (18 GA) WITH SATIN FINISH. PROVIDE WITH CONCEALED ANCHORS. STANDARD HEIGHT FOUNTAIN ACCESSIBLE FOUNTAIN WITH BOTTLE FILLING STATION 2' - 7 " (3 6 " M A X . ) 2' - 3 " C L R . (2 7 " M I N . ) 1'-7" (18" MIN.) 9" ( M I N . ) 6" (MAX.) 8" MIN. ENLARGED RESTROOM FLOOR PLAN (#202 SIM.) SCALE: 1/2" = 1' -0" 1 2 ALL-GENDER RESTROOM 103 RESTROOM ELEVATION SCALE: 1/2" = 1' -0" 2RESTROOM ELEVATION SCALE: 1/2" = 1' -0" 3 10 A400 3 4 2- 5 3 REFLECTED CEILING PLAN SCALE: 1/2" = 1' -0" 6 NORTH 2 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM 3 2 1 WATER CLOSET AND FLUSHOMETER WETS-2023 1006 LOCATION: RESTROOM 111, 109 MFG.: SLOAN FOCUS SINGLE HOLE BATTERY FAUCET MFG.: HANSGROTHE/ 71035001 UNDERMOUNT SINK (SEE DETAIL 9) LOCATION: RESTROOM 111, 109 MFG.: KOHLER K-20000-0/ CAXTON RECTANGLE/WHITE MIRROR BRADLEY 780-030360, QTY: 1, LOCATION: RESTROOM 109 BOBRICK #B-5806X42" BOBRICK #B-221, QTY: 3, LOCATION: RESTROOM 111, 109 BOBRICK #B-3942, QTY: 2, LOCATION: RESTROOM 111, 109 BOBRICK #B-2111, QTY: 2, LOCATION: RESTROOM 111, 109 BOBRICK #B-5806X36" URINAL LOCATION: RESTROOM 111, 109 MFG.: SLOAN / WUES-1005, 1001-0.5 SEAT COVER DISPENSER 1 2 3 DOOR MOUNTED RESTROOM SIGNAGE. SEE DETAIL 11 WALL MOUNTED RESTROOM SIGNAGE. SEE DETAIL 11 DOOR PER DOOR SCHEDULE BOBRICK #B-265, QTY: 3, LOCATION: RESTROOM 111,109 4 5 GYP. BD., (P-1) PAINTED PER FINISH SCHEDULE, SEMI-GLOSS WALL TILE (T-1) UP TO 6'-6" WITH SCHLUTER RONDEC-DB IN CLEAR ANODIZED ALUMINUM PER FINISH SCHEDULE PLUMBING FIXTURE SCHEDULE TOILET ACCESSORIESKEYNOTES SURFACE-MOUNTED TOILET TISSUE DISPENSER 6 5 3 2 1 7 8 MANUAL SOAP DISPENSER SEMI-RECESSED CONVERTIBLE PAPER TOWEL DISPENSER AND WASTE RECEPTACLE 36" GRAB BAR (SEE DTL. 10) 42" GRAB BAR (SEE DTL. 10) MIRROR BRADLEY 781-030360, QTY: 1, LOCATION: RESTROOM 109 9 NEW GYP BD. CEILING / SOFFIT REFLECTED CEILING PLAN LEGEND 1' X 4' SURFACE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL PLANS 1.REFER TO PLANS AND INTERIOR ELEVATIONS FOR ITEMS USED, U.N.O. 2.MOUNT ACCESSORIES PER MANUFACTURERS RECOMMENDED HEIGHTS AND IN ACCORDANCE WITH CHAPTER 11B/CBC AND CALIFORNIA ACCESSIBILITY REQUIREMENTS. SEE DETAIL 7 3.FAUCET CONTROL FOR SINK MUST BE OPERABLE WITH ONE HAND WITHOUT REQUIRING TIGHT GRASPING CONTROLS. 4.LIGHT SWITCHES AND CONVENIENCE OUTLETS MUST COMPLY WITH SECTION 2-1719. OUTLETS AT 15" MIN. AND SWITCHES AT 36" TO 48" A.F.F. 5.MOUNT ABOVE COUNTER ELECTRICAL OUTLETS HORIZONTALLY (TYP.). 6.ALL ACCESSORIES INDICATED ARE BY " BOBRICK " UNLESS NOTED OTHERWISE. 7.LAVATORY: INSULATE ALL HOT WATER & WASTE PIPING OCCURRING UNDER THE LAVATORY 8.URINAL: LOCATE FLUSH VALVE CONTROL FOR HANDICAPPED URINAL @ +44" MAX. ABOVE THE FINISHED FLOOR 9.TOILET: LOCATE FLUSH VALVE CONTROL FOR HANDICAPPED TOILET ON WIDE SIDE OF STALL 10.ALL FIXTURES, TOILET PARTITION AND ACCESSORIES ARE NEW U.N.O. 11.REFER TO FINISH LEGEND FOR FINISH SPECIFICATIONS. NOTES 6 RESTROOM PARTITION, MFR: ASI ACCURATE PARTITIONS, COLOR: SMOKE RESTROOM RCP, FLOOR PLAN & INTERIOR ELEVATIONS 1 83 5 7 6 1 2 1 RESTROOM ELEVATION SCALE: 1/2" = 1' -0" 4RESTROOM ELEVATION SCALE: 1/2" = 1' -0" 5 7 1' x 4' SURFACE MOUNTED LIGHT FIXTURE. SEE ELECTRICAL PLANS 7TYP. CALIFORNIA ACCESSIBILITY REQUIREMENTS - CHAPTER 11B SCALE: 1/4" = 1' -0" 7 A401 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 FINISHMARK DOOR TYPE MATERIAL THKSIZE FINISHMATERIAL HARDWARE SET FRAME REMARKS 1. DOOR TO HAVE A SIGN THAT READS "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". 2. ALL EXIT DOORS TO HAVE PANIC HARDWARE AND PUSH BAR LOCATED, GC SUPPLIED AND INSTALLED. 3. ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR TO BE TIGHT-FITTING 5. DOOR / RESTROOMS SHALL BE PROVIDED WITH SELF-CLOSER AND TIGHT FITTING DOORS. 6. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS 7. DOOR OPERABLE WITH 5LB. FORCE, EXCEPT FIRE DOORS WHICH IS 15LBS. 8. VERIFY EXISTING DOOR SWING (SEE PLAN) - GC TO PROVIDE NEW DOOR, FRAME AND HARDWARE IF EXISTING DOOR CANNOT BE UP-GRADED 9. ALL DOORS ARE EQUIPPED WITH SINGLE-EFFORT, NON-GRASP HARDWARE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. DOOR TYPES DOOR SCHEDULE 101 DOOR/FRAME SCHEDULE NOTES: DOUBLE ENTRY DOOR 1 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS AS SCHEDULED DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"EXISTING DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT SILLMARK WINDOW TYPE THKHEIGHT FINISHMATERIAL FRAME REMARKS WINDOW SCHEDULE A 1"ANODIZED AL DARK BRONZE8'-4" 1" 1"B C TYPE B (E) FIXED NO CHANGES TYPE C WIDTH 20'-10" GLASS VALUE NO CHANGES TO EXISTING, TEMPERED GLASS GLAZING NOTES: 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING. GLAZING IN: A. SWING DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. 2. FIXED OR OPERABLE PANEL TO MEET THE FOLLOWING CONDITION : A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET(0.84M²) B. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (475MM) ABOVE THE FLOOR. 20'-0" SINGLE ENTRY DOOR 1A PANIC HARDWARE 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS 2 EXTERIOR HOLLOW METAL-PAINT 3'-0" 6' - 8 " M I N - V E R I F Y PANIC HARDWARE 33 " - 4 0 " MA X 4 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 2. VERIFY EXISTING DOOR TO RECEIVE NEW PANIC HARDWARE - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO RETROFIT EXISTING DOOR 3. REVERSE DOOR SWING AS SHOWN ON PLAN - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO REVERSE SWING 4. GC TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE / INSTALLATION 5. LOCK TO BE KEYED FROM THE EGRESS SIDE AND TO BE READILY DISTINGUISHABLE AS LOCKED. AUTO FLUSH BOLT EXISTING TO REMAIN - FINISH TO BE ANODIZED DARK BRONZE ALUMINUM FINISH VON DUPRIN, TOUCHBAR SERIES 98 DORMA, MODEL 7400 SERIES - HAGER, MODEL AB750 - 4 1/2 X 4 1/2 TYPE 1/1A - 1 3/4" ALUMINUM STOREFRONT DOOR(S) AND FRAME MANUFACTURER & MODEL NO. STOREFRONT DOOR(S) - SET A ITEMQTY 1 PANIC HARDWARE CLOSER HINGES STOREFRONT DOOR AND FRAME 1 1 1 1/2 PR 1 THRESHOLD1 PEMKO FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET B ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE FINISH DORMA, MODEL 7400 SERIES HAGER, MODEL AB750 - 4 1/2 X 4 1/2 WROUGHT IRON FRAME W/ STOP MANUFACTURER & MODEL NO. PATIO DOOR - SET D ITEMQTY 1 1 CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 1 1 1/2 PR HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE KEYHOLE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM FACTORY FINISH BLACK FACTORY FINISH BLACK US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 4 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 EXISTING TO REMAIN - NO CHANGES BLACK- MATCH EXISTING WROUGHT IRON FENCETYPE 6 - WROUGHT IRON - MATCH EXISTING FINISHED FLOOR PAIR 1 PAIR AL HARDWARE SCHEDULE WINDOW TYPES 8- 4 " - V E R I F Y 6- 0 " - V E R I F Y VERIFY VERIFY VERIFY6'-0" STOREFRONT -B FULLY TEMPERED GLASS TYP. MATCH EXISTING , TEMPERED GLASS ANODIZED AL ANODIZED AL 1" INSULATED 1" INSULATED 1" INSULATED 4-1/2" 4-1/2" 4-1/2" VON DUPRIN, TOUCHBAR SERIES 98PANIC HARDWARE1 1 US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOORKICKPLATE (10" X 30") STOREFRONT -C 102 103 104 3 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X 20 " 4 1 / 2 " 8"8"20" INTERIOR / EXTERIOR HOLLOW METAL-PAINT W/ FREE AIR LOUVER AT BOTTOM 105 110 111 112 DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL DARK BRONZE1A1 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL DARK BRONZE1A1 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET C ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM MATCH EXISTING MATCH EXISTING US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 5 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 PUSH & PULL UNITS STAINLESS STEEL 1 PAIR 4X16 PLATE 5 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED (NEW) 6 PATIO GATE DOOR (NEW) PANIC HARDWARE (AT PATIO SIDE ONLY) KICK PLATE PUSH/PULL UNIT 33 " - 4 0 " MA X WROUGHT IRON DOOR TO MATCH EXISTING WROUGHT IRON FENCE 116 117 118 119 120 121 SCHLAGE, MODEL AL50PD- SATURN LEVER- 626 FINISH WITH, PRIVACY LOCK1LOCKSET SATIN CHROME 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE BLACK- MATCH EXISTING WROUGHT IRON FENCE SATIN CHROME SATIN CHROME SATIN CHROME ALUMINUM SATIN CHROME STAINLESS STEEL ALUMINUM STAINLESS STEELDON-JO, 1407-630DOOR STOP1 3 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 6 1 3/4"3'-0 x 7'-0"DMATCH EXISTING HOLLOW METALWROUGHT IRON MATCH EXISTING NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT TO NOT USED 113 115TO NOT USED 201 202 203 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5, 6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE - PRIVACY LATCH AT SINGLE USE RESTROOMS DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 204 208TO NOT USED 209 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING 210 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 212 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 213 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 214 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 8' - 4 " - V E R I F Y 6' - 0 " - V E R I F Y VERIFY VERIFY VERIFY6'-0" STOREFRONT -A 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING MATCH EXISTING 215 216 DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL217 FULLY TEMPERED GLASS TYP. 8' - 4 " - V E R I F Y 6' - 0 " - V E R I F Y FULLY TEMPERED GLASS TYP. KEYCARD ENTRY KEYCARD ENTRY VERIFY DARK BRONZE DARK BRONZE VERIFY VERIFY 8'-4" VERIFY 20'-0" VERIFY 8'-4" VERIFY MATCH EXISTING , TEMPERED GLASS (N) FIXED TYPE A (N) FIXED 4 1 3/4"3'-0 x 7'-0"SEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING B SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT A5-01 DOOR, WINDOW & STOREFRONT SCHEDULES CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING 1ST PLAN CHECK SUBMITTAL - BUILDING DEPT 02.08.2024 2130 E 4th St 2/11/2025 FINISHMARK DOOR TYPE MATERIAL THKSIZE FINISHMATERIAL HARDWARE SET FRAME REMARKS 1. DOOR TO HAVE A SIGN THAT READS "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". 2. ALL EXIT DOORS TO HAVE PANIC HARDWARE AND PUSH BAR LOCATED, GC SUPPLIED AND INSTALLED. 3. ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR TO BE TIGHT-FITTING 5. DOOR / RESTROOMS SHALL BE PROVIDED WITH SELF-CLOSER AND TIGHT FITTING DOORS. 6. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS 7. DOOR OPERABLE WITH 5LB. FORCE, EXCEPT FIRE DOORS WHICH IS 15LBS. 8. VERIFY EXISTING DOOR SWING (SEE PLAN) - GC TO PROVIDE NEW DOOR, FRAME AND HARDWARE IF EXISTING DOOR CANNOT BE UP-GRADED 9. ALL DOORS ARE EQUIPPED WITH SINGLE-EFFORT, NON-GRASP HARDWARE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. DOOR TYPES DOOR SCHEDULE 101 DOOR/FRAME SCHEDULE NOTES: DOUBLE ENTRY DOOR 1 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS AS SCHEDULED DARK BRONZE11 3/4"DARK BRONZE A3'-0" x 8'-0"EXISTING DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT SILLMARK WINDOW TYPE THKHEIGHT FINISHMATERIAL FRAME REMARKS WINDOW SCHEDULE A 1"ANODIZED AL DARK BRONZE8'-4" 1" 1"B C TYPE B (E) FIXED NO CHANGES TYPE C WIDTH 20'-10" GLASS VALUE NO CHANGES TO EXISTING, TEMPERED GLASS GLAZING NOTES: 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING. GLAZING IN: A. SWING DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. 2. FIXED OR OPERABLE PANEL TO MEET THE FOLLOWING CONDITION : A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET(0.84M²) B. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (475MM) ABOVE THE FLOOR. 20'-0" SINGLE ENTRY DOOR 1A PANIC HARDWARE 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS 2 EXTERIOR HOLLOW METAL-PAINT 3'-0" 6' - 8 " M I N - V E R I F Y PANIC HARDWARE 33 " - 4 0 " MA X 4 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 2. VERIFY EXISTING DOOR TO RECEIVE NEW PANIC HARDWARE - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO RETROFIT EXISTING DOOR 3. REVERSE DOOR SWING AS SHOWN ON PLAN - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO REVERSE SWING 4. GC TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE / INSTALLATION 5. LOCK TO BE KEYED FROM THE EGRESS SIDE AND TO BE READILY DISTINGUISHABLE AS LOCKED. AUTO FLUSH BOLT EXISTING TO REMAIN - FINISH TO BE ANODIZED DARK BRONZE ALUMINUM FINISH VON DUPRIN, TOUCHBAR SERIES 98 DORMA, MODEL 7400 SERIES - HAGER, MODEL AB750 - 4 1/2 X 4 1/2 TYPE 1/1A - 1 3/4" ALUMINUM STOREFRONT DOOR(S) AND FRAME MANUFACTURER & MODEL NO. STOREFRONT DOOR(S) - SET A ITEMQTY 1 PANIC HARDWARE CLOSER HINGES STOREFRONT DOOR AND FRAME 1 1 1 1/2 PR 1 THRESHOLD1 PEMKO FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET B ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE FINISH DORMA, MODEL 7400 SERIES HAGER, MODEL AB750 - 4 1/2 X 4 1/2 WROUGHT IRON FRAME W/ STOP MANUFACTURER & MODEL NO. PATIO DOOR - SET D ITEMQTY 1 1 CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 1 1 1/2 PR HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE KEYHOLE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM FACTORY FINISH BLACK FACTORY FINISH BLACK US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 4 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 EXISTING TO REMAIN - NO CHANGES BLACK- MATCH EXISTING WROUGHT IRON FENCETYPE 6 - WROUGHT IRON - MATCH EXISTING FINISHED FLOOR PAIR 1 PAIR AL HARDWARE SCHEDULE STOREFRONT TYPES STOREFRONT - A (EXISTING) FULLY TEMPERED GLASS TYP. MATCH EXISTING , TEMPERED GLASS ANODIZED AL ANODIZED AL 1" INSULATED 1" INSULATED 1" INSULATED 4-1/2" 4-1/2" 4-1/2" VON DUPRIN, TOUCHBAR SERIES 98PANIC HARDWARE1 1 US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOORKICKPLATE (10" X 30") 102 103 104 3 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X 20 " 4 1 / 2 " 8"8"20" INTERIOR / EXTERIOR HOLLOW METAL-PAINT W/ FREE AIR LOUVER AT BOTTOM 105 109 111 112 DARK BRONZE11 3/4"DARK BRONZE A3'-0" x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL DARK BRONZE1A1 3/4"DARK BRONZE A3'-0" x 8'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL DARK BRONZE1A1 3/4"DARK BRONZE A3'-0" x 8'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET C ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM MATCH EXISTING MATCH EXISTING US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 5 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 PUSH & PULL UNITS STAINLESS STEEL 1 PAIR 4X16 PLATE 5 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED 6 PATIO GATE DOOR (NEW) PANIC HARDWARE (AT PATIO SIDE ONLY) KICK PLATE PUSH/PULL UNIT 33 " - 4 0 " MA X WROUGHT IRON DOOR TO MATCH EXISTING WROUGHT IRON FENCE 116 117 118 119 120 121 SCHLAGE, MODEL AL50PD- SATURN LEVER- 626 FINISH WITH, PRIVACY LOCK1LOCKSET SATIN CHROME 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE BLACK- MATCH EXISTING WROUGHT IRON FENCE SATIN CHROME SATIN CHROME SATIN CHROME ALUMINUM SATIN CHROME STAINLESS STEEL ALUMINUM STAINLESS STEELDON-JO, 1407-630DOOR STOP1 3 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 6 1 3/4"3'-0" x 6'-0"DMATCH EXISTING HOLLOW METALWROUGHT IRON MATCH EXISTING NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT TO NOT USED 113 115 201 202 203 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE - PRIVACY LATCH AT SINGLE USE RESTROOMS DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 204 208TO NOT USED 209 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING 210 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 212 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 213 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 214 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING MATCH EXISTING 215 216 DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL217 KEYCARD ENTRY VERIFY DARK BRONZE DARK BRONZE VERIFY VERIFY 8'-4" VERIFY 20'-0" VERIFY 8'-4" VERIFY MATCH EXISTING , TEMPERED GLASS (N) FIXED TYPE A (N) FIXED 5 1 3/4"3'-0 x 7'-0"SEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING B STOREFRONT - B SEE 14 / A802 STOREFRONT - C SEE 14 / A802 FULLY TEMPERED GLASS TYP. FULLY TEMPERED GLASS TYP. STOREFRONT AL STOREFRONT AL STOREFRONT AL STOREFRONT AL FIRST FLOOR SECOND FLOOR 114 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 110 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT SOLID CORE MATCH EXISTING 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT DOOR, WINDOW & STOREFRONT SCHEDULES CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A501 A PLAN CHECK CORRECTIONS 09.09.2024 A PLAN CHECK CORRECTIONS 11.21.2024C C C C C C C 2130 E 4th St 2/11/2025 FINISH SCHEDULE WALL TILET-2 MARK ITEM MANUFACTURER DESCRIPTION REMARKS IMAGE COLLECTION: DUNES SIZE: 3”x12” COLOR: WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PATTERN: STRAIGHT STACK ARIZONA TILE WA L L S WA L L S RUBBER BASEB-1 TO MATCH EXISTING CARPET TILECPT-1 COLLECTION: DIFFUSE + DISPERSE STYLE: ECOWORX SIZE: 24”x24” COLOR: MOVEMENT #75481 PATTERN: MONOLITHIC BA S E BA S E SHAWCONTRACT FLOOR TILET-1 COLLECTION: DAVENPORT SIZE: 12”x24” COLOR: ASH GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY ARIZONA TILEFL O O R FL O O R SANITARY COVE BASE B-2 FINISH: SEMIGLOSS MATTE GLAZED CERAMIC SIZE: 6"x6-1/2" WITH 3/8"RADIUS COLOR:WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PA R T I T I O N P - 1 PRIMARY COLOR TO MATCH EXISTING TP - 1 TOILET PARTITION ASI ACCURATE PARTITIONS COLLECTION: COLOR-THRU PHENPLIC COLOR: SMOKE 8450C PA I N T PA R T I T I O N PA I N T EPOXY COATINGEP-1 WESTCOAT WALKWAY AREA SOLUTION PRODUCTWESTCOAT EXTERIOR STUCCOW-1 -EXISTING STUCCO, REPAIR AND REPAINT AS NEEDED PAINT: P-2 P - 2 WHITE SW 7005 "PURE WHITE"SHERWIN WILLIAMS LVT FLOORINGLVT STYLE: LOOSLAY LONGBOARD COLOR: ALPINE OAK LLP352 SIZE: 59"x10" INSTALLATION: STAGGERED KARNDEAN FLOORING CONCRETE STAINCS-1 COLOR: OUTBACK 677DAVIS COLORS REFER TO SHEET A400 FOR ADDITIONAL INFO. 11-10 SYSTEM, COLOR STONE GRAY | 42. 16/20 SAND FINISH INSTALL OFFSET PER MANUF. RECOMMENDATIONS DALTILE up up A502 1. GC TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO CLIENT & ARCHITECT FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. 2. ALL FINISH MATERIALS TO BE CBC 2022 CHAPTER 8 COMPLIANT. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803.1.3. 3. ALL GYPSUM BOARD WALLS TO RECEIVE PAINT TO HAVE LEVEL 5 FINISH 4. ALL INTERIOR FINISHES TO HAVE A FLAME SPREAD RATING OF 25 OR LESS. WITH A MAXIMUM SMOKE GENERATION FACTOR OF 450. 5.CERAMIC TILE INSTALL GUIDELINES A. TILE INSTALLER SHALL COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE LAYOUT OF ALL WALL TILE PRIOR TO INSTALLATION. ARCHITECT TO REVIEW PRIOR TO INSTALLATION. GENERAL CONTRACTOR SHALL PREPARE WALLS AS TO MINIMIZE CUT TILES IN THE HORIZONTAL DIRECTION AND ELIMINATE CUT TILES IN THE VERTICAL -DIRECTION ON ANY WALLS. CONTACT ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS FOR DIRECTION PRIOR TO INSTALLATION. FAILURE TO ADHERE TO THESE REQUIREMENTS RESULTING IN ANY REMEDIATION REQUIRED TO MEET DESIGN INTENT WILL BE AT CONTRACTORS COST. B. IF REQUIRED TO CUT TILES, CONTRACTOR TO MEASURE OVERALL WALL WIDTH AND DETERMINE WHICH SOLUTION WILL ALLOW FOR THE GREATER THAN 50% TILE WIDTH AT WALL TERMINATIONS. C. NO CUT TILE VERTICALLY BETWEEN THE BASE AND THE CEILING. 6.WHITE DEVICES AND COVER PLATES ON ALL PUBLIC AREA GYPSUM BOARD SURFACES PAINTED WHITE. 7. PAINT EXTERIOR OF THE BUILDING. 1. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS - CLASS A FINISH 2. CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS - CLASS A FINISH. LOBBY AREAS SHALL NOT BE LESS THAN CLASS B FINISH MATERIALS. 3. ROOMS AND ENCLOSED SPACES - CLASS B FINISH. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PEOPLE OR LESS. PLAN NOTES: FINISH SCHEDULE 1ST FLOOR 1/16" = 1'-0" FIRST FLOOR FINISH PLAN NORTH ITEM FINISH MATERIAL BASE FINISH MATERIAL FLOOR FINISH MATERIAL WALL FINISH MATERIAL SEE ENLARGED RESTROOM PLANS SHEET A400 AND A401 FOR RESTROOM FINISHES. PROVIDE ADA COMPLIANT THRESHOLD, SEE 9/A802.1 2 3 4 FINISH SYMBOLS KEYNOTES PREMADE GYPSUM BOARD COLUMNS WITH EIFS. PROVIDE VINYL REDUCER STRIP, SEE DETAIL 9A/A802. 5 APPLY LVT TO STAIR - ADD SLIP RESISTANT EDGE & CONTRASTING STRIPE ON TOP & BOTTOM TREAD OF EACH STAIR RUN. MENS RESTROOM 107 WOMENS RESTROOM 106 1-HOUR CORRIDOR 111 ALL-GENDER RESTROOM 103 OFFICE STORAGE 110 STORAGE 109 B-1 CPT-1 P-1 P-1 P-1 P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 1 1 1 1 B-1 LVT P-2 P-2 P-2 P-2 B-1 LVT P-2 P-2 P-2 P-2 EP-1 W-1 W-1 W-1 W-1 COURTYARD - 2 2 2 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 3 3 4 5 5 6 6 6 B-1 T-1 P-2 P-2 P-2 P-2 B-1 LVT P-2 P-2 P-2 P-2 TP-1 TYP. TP-1 TYP. 1 4 1 1 1 B-1 CS-1 P-1 P-1 P-1 P-1 6 1-HOUR CORRIDOR 108 7 PROVIDE CONCRETE STAIN (CS-1) FOR CONCRETE WALKWAY. 7 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 PROVIDE EXTERIOR THRESHOLD, SEE 7/A802.8 BREAK RM. 105 B-1 LVT P-2 P-2 P-2 P-2 JANITOR 102 LAUNDRY 104 1-HOUR LOBBY 101 6 WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE TYPE 'X' GYP. BD. IS INSTALLED (BOTH SIDES OF WALL) NECESSARY TO ACHIEVE FULL-HEIGHT, 1-HOUR RATED ASSEMBLIES. PAINT EXPOSED WALLS AS NOTED ON PLAN. PLAN CHECK CORRECTIONS 11.21.2024C C C C C REN. 11/30/25 2130 E 4th St 2/11/2025 dn dn open to below FINISH SCHEDULE WALL TILET-2 MARK ITEM MANUFACTURER DESCRIPTION REMARKS IMAGE COLLECTION: DUNES SIZE: 3”x12” COLOR: WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PATTERN: STRAIGHT STACK ARIZONA TILE WA L L S WA L L S RUBBER BASEB-1 TO MATCH EXISTING CARPET TILECPT-1 COLLECTION: DIFFUSE + DISPERSE STYLE: ECOWORX SIZE: 24”x24” COLOR: MOVEMENT #75481 PATTERN: MONOLITHIC BA S E BA S E SHAWCONTRACT FLOOR TILET-1 COLLECTION: DAVENPORT SIZE: 12”x24” COLOR: ASH GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY ARIZONA TILEFL O O R FL O O R SANITARY COVE BASE B-2 FINISH: SEMIGLOSS MATTE GLAZED CERAMIC SIZE: 6"x6-1/2" WITH 3/8"RADIUS COLOR:WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PA R T I T I O N P - 1 PRIMARY COLOR TO MATCH EXISTING TP - 1 TOILET PARTITION ASI ACCURATE PARTITIONS COLLECTION: COLOR-THRU PHENPLIC COLOR: SMOKE 8450C PA I N T PA R T I T I O N PA I N T EPOXY COATINGEP-1 WESTCOAT WALKWAY AREA SOLUTION PRODUCTWESTCOAT EXTERIOR STUCCOW-1 -EXISTING STUCCO, REPAIR AND REPAINT AS NEEDED PAINT: P-2 P - 2 WHITE SW 7005 "PURE WHITE"SHERWIN WILLIAMS LVT FLOORINGLVT STYLE: LOOSLAY LONGBOARD COLOR: ALPINE OAK LLP352 SIZE: 59"x10" INSTALLATION: STAGGERED KARNDEAN FLOORING CONCRETE STAINCS-1 COLOR: OUTBACK 677DAVIS COLORS REFER TO SHEET A400 FOR ADDITIONAL INFO. 11-10 SYSTEM, COLOR STONE GRAY | 42. 16/20 SAND FINISH INSTALL OFFSET PER MANUF. RECOMMENDATIONS DALTILE A503 SECOND FLOOR FINISH PLAN 1 SECOND FLOOR OFFICE FINISH PLAN SCALE: 1/8"=1'-0"1 ALL-GENDER RESTROOM 201 OFFICE 202 212 OFFICE OFFICE 209 OFFICE 208 210 OFFICE WOMENS RESTROOM 204 OFFICE 207 MENS RESTROOM 203 B-2 T-1 T-2/P-1 T-2/P-1 T-2/P-1 T-2/P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-1 CPT-1 P-1 P-1 P-1 P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 NORTH ITEM FINISH MATERIAL BASE FINISH MATERIAL FLOOR FINISH MATERIAL WALL FINISH MATERIAL FINISH SYMBOLS KEYNOTES EP-1 P-2 P-2 P-2 P-2 PATIO WALKWAY - 1 2 2 2 3 B-1 VCT P-1 P-1 P-1 P-1 B-1 LVT P-1 P-1 P-1 P-1 TP-1 TYP. TP-1 TYP. CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 1 SEE ENLARGED RESTROOM PLANS SHEET A400 AND A401 FOR RESTROOM FINISHES. PROVIDE ADA COMPLIANT THRESHOLD, SEE 9/A802.1 2 3 4 PREMADE GYPSUM BOARD COLUMNS WITH EIFS. PROVIDE VINYL REDUCER STRIP, SEE DETAIL 9A/A802. 5 APPLY LVT TO STAIR - ADD SLIP RESISTANT EDGE & CONTRASTING STRIPE ON TOP & BOTTOM TREAD OF EACH STAIR RUN. 6 WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE TYPE 'X' GYP. BD. IS INSTALLED (BOTH SIDES OF WALL) NECESSARY TO ACHIEVE FULL-HEIGHT, 1-HOUR RATED ASSEMBLIES. PAINT EXPOSED WALLS AS NOTED ON PLAN. 5 6 5 6 B-1 CPT-1 P-1 P-1 P-1 P-1 1 1 1. GC TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO CLIENT & ARCHITECT FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. 2. ALL FINISH MATERIALS TO BE CBC 2022 CHAPTER 8 COMPLIANT. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803.1.3. 3. ALL GYPSUM BOARD WALLS TO RECEIVE PAINT TO HAVE LEVEL 5 FINISH 4. ALL INTERIOR FINISHES TO HAVE A FLAME SPREAD RATING OF 25 OR LESS. WITH A MAXIMUM SMOKE GENERATION FACTOR OF 450. 5.CERAMIC TILE INSTALL GUIDELINES A. TILE INSTALLER SHALL COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE LAYOUT OF ALL WALL TILE PRIOR TO INSTALLATION. ARCHITECT TO REVIEW PRIOR TO INSTALLATION. GENERAL CONTRACTOR SHALL PREPARE WALLS AS TO MINIMIZE CUT TILES IN THE HORIZONTAL DIRECTION AND ELIMINATE CUT TILES IN THE VERTICAL -DIRECTION ON ANY WALLS. CONTACT ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS FOR DIRECTION PRIOR TO INSTALLATION. FAILURE TO ADHERE TO THESE REQUIREMENTS RESULTING IN ANY REMEDIATION REQUIRED TO MEET DESIGN INTENT WILL BE AT CONTRACTORS COST. B. IF REQUIRED TO CUT TILES, CONTRACTOR TO MEASURE OVERALL WALL WIDTH AND DETERMINE WHICH SOLUTION WILL ALLOW FOR THE GREATER THAN 50% TILE WIDTH AT WALL TERMINATIONS. C. NO CUT TILE VERTICALLY BETWEEN THE BASE AND THE CEILING. 6.WHITE DEVICES AND COVER PLATES ON ALL PUBLIC AREA GYPSUM BOARD SURFACES PAINTED WHITE. 7. PAINT EXTERIOR OF THE BUILDING. 1. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS - CLASS A FINISH 2. CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS - CLASS A FINISH. LOBBY AREAS SHALL NOT BE LESS THAN CLASS B FINISH MATERIALS. 3. ROOMS AND ENCLOSED SPACES - CLASS B FINISH. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PEOPLE OR LESS. PLAN NOTES: 3 HALLWAY 206 JANITOR 211 1-HOUR CORRIDOR 205 1-HOUR LOBBY 200 PLAN CHECK CORRECTIONS 11.21.2024C C C C PLAN CHECK CORRECTIONS 1.16.2025E E 7 NEW WALL - PAINT P-1 & INSTALL RUBBER BASE B-1, BOTH SIDES. 7 8 AREAS AFFECTED BY DEMO & NEW CONSTRUCTION, REPAIR / REPLACE CARPET, AS REQUIRED, TO MATCH EXISTING ADJACENT. 8 8 E REN. 11/30/25 2130 E 4th St 2/11/2025 BUILDING SECTIONS CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM CROSS SECTION - WEST SCALE: 1/4"=1'-0"1 CROSS SECTION - EAST SCALE: 1/4"=1'-0"2 A805 12 A805 15 A805 14 A805 12 A805 14 A805 16 A805 13 A805 13 A805 11 A805 19 A805 19 A802 8 A802 13 A802 8 A805 13 A802 13 A805 11 SECOND FLOOR 15'-0" F.F FINISHED FLOOR 0'-0" SECOND FLOOR 15'-0" F.F FINISHED FLOOR 0'-0" SECOND FLOOR BALCONY WALKWAY SECOND FLOOR BALCONY WALKWAY A802 12 T.O.P 36'-6" - V.I.F. T.O.P 36'-6" - V.I.F. CE N T E R O F C O L U M N A ' A ' CE N T E R O F C O L U M N A ' A ' 1 A702 A802 1 OFFICE(E)OPEN (E)COURTYARD (E)COURTYARD (E)OFFICE (E)OFFICE (E)OFFICE (E)CONFERENCE(E)OFFICE (E)OFFICE 1 A702 A805 13 A701 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 BUILDING SECTIONS CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM LONGITUDINAL SECTION - SOUTH SCALE: 1/4"=1'-0"1 LONGITUDINAL SECTION - NORTH SCALE: 1/4"=1'-0"2 A805 12 A805 15 A805 14 A80 12 A805 14 A805 15 A805 13 A805 13 A805 11 A805 19 A805 19 A802 1B A802 8 A802 13 A805 13 A802 8 A805 13 A802 13 A805 11 SECOND FLOOR 15'-0" F.F FINISHED FLOOR 0'-0" SECOND FLOOR 15'-0" F.F FINISHED FLOOR 0'-0" SECOND FLOOR BALCONY WALKWAY SECOND FLOOR BALCONY WALKWAY A802 12 T.O.P 36'-6" - V.I.F. T.O.P 36'-6" - V.I.F. CE N T E R O F C O L U M N A ' A ' A ' CE N T E R O F C O L U M N A ' (E)COURTYARD (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE (E)COURTYARDLOBBYENTRY LOBBY (E)BREAKROOM (E)OPENOFFICE 1 A701 A701 1 A PLAN CHECK CORRECTIONS 09.09.2024 A A702 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 8 3" 3" 3" 6" 6'-0" AT DOUBLE STALLS 4'-0" AT SINGLE STALL 9" 3" 9" 3" 3" 6" 3"2"3" 8" PRECAST CONC. STOP TOP OF PARKING PAVEMENT 3 4" Ø X 12" LONG STL. ANCHOR PIN DRIVEN THRU PAVEMENT ON GRADE TOP OF PARKING PAVEMENT 3 4" Ø X 12" LONG STL. ANCHOR PIN DRIVEN THRU PAVEMENT ON GRADE INSTALLATION W/ ANCHOR PINS WHEN PARKING PAVEMENT IS CONCRETE, EITHER ON GRADE OR SUSPENDED ABOVE GRADE, ANCHOR BUMPER W/ 5 8" Ø, 6 12" LONG STL PINS DRILLED 1 - 12" INTO CONC. & SET W/ EPOXY GLUE INTO CONCRETE & BUMPER. PRECAST CONC. WHEEL STOP A.ELEVATION B. SECTION B WHEEL STOP DETAIL SCALE: 1"=1'-0" 34 " T O 3 8 " 12" + TREAD WIDTH MIN. TREAD WIDTH HANDRAIL 12" MIN. 34 " T O 3 8 " 1" 2" MIN. 4" MAX. MAX. SLIP RESISTANT STRIP AT ALL TREADS OF EXTERIOR STAIRS PROVIDE WARNING STRIPES AT TOP AND BOTTOM TREAD FOR INTERIOR STAIRS 34 " T O 3 8 " 4" MIN. 7" MAX. 11" MIN. 12WARNING STRIPING AND HANDRAIL EXTENSION SCALE: 3/4"=1'=0" 6A 6B VAN-ACCESSIBLE 6C 6E 6F MINIMUM FINE $250.00 6D 6 INTERNATIONAL SYMBOL OF ACCESSIBILITY POST AT ACCESSIBLE PARKING SPACES "UNAUTHORIZED" VEHICLES PARKED IN DESIGNATED ACCESSIBLE SPACES NOT DISPLAYING DISTINGUISHING PLACARDS OR SPECIAL LICENSE PLATES ISSUED FOR PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE. TOWED VEHICLES MAY BE RECLAIMED AT: ____________________OR BY TELEPHONING ____________. NOTE: 1.ALL LETTERS & SYMBOLS SPECIFIED ABOVE SHALL CONSIST OF A REFLECTIVE WHITE FIGURE ON A BLUE BACKGROUND ALL SIGNAGE TO COMPLY WITH ACCESSIBILITY TITLE 24 AND APPLICABLE CODES. 2.SEE DETAIL 6 ON THIS SHEET FOR POSTING HEIGHT. 3.ALL CHARACTERS ARE A PERMANENT PART OF THE SIGN. 4.ALL SIGNS TO HAVE 18" RAD. CORNERS MIN. POST AT ALL ACCESSIBLE PARKING SPACES 12" x 12" - 60" A.F.F. WHEN WALL MTD. 9" x 9" 36" x 9" (FIELD VERIFY) ACCESSIBLE PARKING POST AT VAN ACCESSIBLE PARKING SPACES 12" x 12" POST AT VAN ACCESSIBLE PARKING SPACES 9" x 3" MIN. 17" x 22" SIZE SIGN WITH 1" HIGH BLOCK LETTERS POST AT ENTRANCES TO OFF STREET PARKING FACILITIES 12" RAD. CORNERS TYP. PAINTED BORDER TYP. INTERNATIONAL SYMBOL OF ACCESSIBILITY INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGN TYPES SCALE: 3"=1'-0" BLANK SPACES SHALL BE FILLED IN WITH APPROPRIATE INFORMATION AS PERMANENT PART OF THE SIGN "CONTRACTOR TO OBTAIN PROPER INFORMATION" 4" PAINTED STRIPES/LINES NO PARKING PRECAST CONC. WHEEL STOP AT STALLS WHERE OCCURS, SEE SITE PLAN FOR LOCATIONS 1 INTERNATIONAL SYMBOL OF ACCESSIBILITY 36"X36" MIN. "NO PARKING" IN 12" MIN. HEIGHT WHITE LETTERS IN THE ACCESS AISLE EQ.EQ. 5'-0" @ STANDARD 8'-0" @ VAN 9'-0" MIN. 36" M A X . 18 ' MI N . 1'-6" TYP. 2' - 0 " MI N . - 8 ACCESSIBLE PARKING STALLS SCALE: 1/8"=1'-0" - 3 CL CL PARKING SIGN - 2 - 5 ACCESSIBLE SPACES & AISLES SHALL BE LEVEL & ANY SURFACE SLOPE SHALL NOT EXCEED 2% IN ALL DIRECTIONS. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE. 9'-0" MIN. CL EQ.EQ. CL - 10 2 3"3"12" 3" WIDE PAINTED STRIPES TYPICAL ON PARKING STRIPES SEE SITE PLAN FOR CONCRETE PARKING BUMPER CENTERED LOCATIONS OR CURB FACE OF WALL 3" 19 ' - 0 " M I N . ( S T A N D A R D ) 8'-6" (STANDARD) 2' - 0 " PARKING SPACE STRIPING SCALE: 1/4"=1'-0" 8 - 4" 8'-0" (COMPACT) 9'-0" (ACCESSIBLE) 15 ' - 0 " ( C O M P A C T ) 18 ' - 0 " M I N . ( A C C E S S I B L E ) 10ACCESSIBLE PAVING DETAIL SCALE: 1 1/2"=1'-0" NOTE: REFER TO CIVIL DWG. FOR ADDITIONAL PAVING INFORMATION. ALIGN W/ CURB (BEYOND) 1' - 0 " M I N . , O R FU L L D E P T H O F PA V I N G A N D B A S E (W H I C H E V E R I S GR E A T E R ) T Y P . CONC. SIDEWALK, THICKEN EDGE AS SHOWN ALL AROUND PERIM. TYP. SEE CIVIL FOR ADN'L INFO. COMPACTED SUB-GRADE TYP. SEE SOILS REPORT. A.C. PAVING OVER COMPACTED BASE, SEE CIVIL AND SOILS REPORT. TACK COAT CONC. SURFACES IN CONTACT WITH A.C. PAVING TYP. 3'-0" WIDE BAND OF DETECTABLE WARNINGS (TRUNCATED DOMES), FULL LENGTH OF ZERO CURB TYP. SEE 3 12 1/2" EXP. JT. WITH SEALANT OVER, CONT. TYP. 8" MIN. 8" MI N CONC. CURB PER CITY STANDARDS. SEE CIVIL. SITEWORK SCOPEBLDG. SCOPE 1 2" CONC. SIDEWALK, THICKEN EDGE ALL AROUND PERIM. TYP., SEE CIVIL FOR ADN'L INFO. COMPACTED SUB-GRADE TYP. SEE SOILS REPORT. 1" TY P . CONC. CURB WITH 1/2" RADIUS BULLNOSE, BOTH SIDES, CONT. TYP. 8" MIN. 8" MI N PLANTER SOIL. SEE LANDSCAPE. 11WALKWAY AT PLANTER SCALE: 1 1/2"=1'-0" 2.3 - 2.4 FIGURE 11B-705.1 SIZE AND SPACING OF TRUNCATED DOMES 4 REFLECTORIZED PORCELAIN ENAMEL ON STEEL SIGN(S) W/ WHITE LETTERS (1" MIN. HT) AND SYMBOLS ON A DARK BLUE BACKGROUND-FOR TEXT & SIZES SEE DETAIL 6 THIS SHEET FINISHED SURFACE 2"x2" GALV. TUBE STEEL POST, PAINTED 6 3 0.18" - 0.22" (a) elevation (enlarged) base diameter of 0.9 - 0.92 top diameter of 0.45 - 0.47 2.3 - 2.40.65 min. (b) plan DETECTABLE WARNING SURFACES SHALL BE YELLOW AND APPROXIMATE FS 33538 OF FEDERAL STANDARD 595C 60 " M I N . 80 " M I N . W H E N PR O J E C T I N G I N T O PA T H O F T R A V E L 48 " M I N . 80 " M I N . W H E N PR O J E C T I N G I N T O PA T H O F T R A V E L NOTE: IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY, AND THE WALKING SURFACES ARE NOT SEPARATED BY CURBS, RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND THE VEHICULAR AREAS, THE BOUNDARY BETWEEN THE AREAS SHALL BE DEFINED BY A CONTINUOUS DETECTABLE WARNING WHICH IS A MINIMUM 3'-0" WIDE ACCESSIBILITY SIGNAGE SCALE: 1/2"=1'-0" DETECTABLE WARNINGS (TRUNCATED DOME SURFACE) SCALE: 1/2"=1'-0" 2B 2C 2D 13 #3 CONT. BAR CURB DETAIL SCALE: 1 1/2"=1'-0"9 A - expansion joint CONCRETE WALK CONCRETE JOINTS SCALE: 1 1/2"=1'-0" B - construction joint 1/8" W. x 1/2" D. SCORE CONCRETE WALK CONCRETE WALK C - score joint EXISTING OR NEW FINISH SURFACE 1/4" EXPANSION JOINT FELT @ WALK (WHERE OCCURS) CONC. SIDEWALK (WHERE OCCURS) LINE OF FINISH GRADE (WHERE OCCURS) SEALANT @ CONC. WALK NOTE: 1.PROVIDE EXP. JTS. @ RADIUS TANGENT POINTS & AT 25' INTERVALS. 2.REFER TO CIVIL DWG. FOR STANDARD CURB DETAIL. 3/4" RADIUS NOTE: 5" MAXIMUM CURB HEIGHT AT HANDICAP ACCESSIBLE PATHS 1 4" 6" 6" 9" 6" #3x18" AT 12" O.C. DOWEL WITH ONE END GREASED OR WRAPPED TO ENSURE SLIPPAGE 1/2" FELT EXPANSION JOINT FILLER LINE OF WALL, WHERE OCCURS 5INTERNATIONAL ACCESSIBILITY SYMBOL SCALE: 1 1/2"=1'-0" THIS DIAGRAM ILLUSTRATES THE SPECIFIC REQUIREMENTS OF THESE REGULATIONS AND IS INTENDED ONLY AS AN AID FOR BUILDING DESIGN AND CONST. WHITE PROFILE ON BLUE BACKGROUND BLUE PROFILE ON WHITE BACKGROUND (b) DISPLAY CONDITIONS (a) SYMBOL PROPORTIONS INTERNATIONAL ACCESSIBILITY SYMBOL 16GUARDRAIL @ CONCRETE STAIRS SCALE: 3/4"=1'=0" NEW 1 12" DIAMETER GALV. STEEL PIPE GUARDRAIL, PAINTED. 3' - 6 " M I N . NEW 1 12" DIAMETER GALV. STEEL PIPE SUPPORT @ 4'-0" O.C. MAX., PAINTED. NEW 114" DIAMETER GALV. INTERMEDIATE STEEL PIPE TYP., PAINTED. NOTE: GRIND ALL WELDS SMOOTH & FILL ALL PITS. SLEEVE WITH EPOXY AT EACH POST, SEE STRUCTURAL DRAWINGS 378" MA X . NEW 1 12" DIAMETER GALV. HANDRAIL, WELD SUPPORT TO EACH VERTICAL POST 34 " - 3 8 " NEW 4" THICK CONCRETE LANDING / STAIRS, MEDIUM BROOM FINISH. 14STAIR SECTION AT FENCE SCALE: 1/2"=1'-0" 15STAIR SECTION SCALE: 1/2"=1'-0" 2' - 1 0 " NEW 1 12" DIAMETER GALV. STEEL PIPE GUARDRAIL, PAINTED. SEE DETAIL 16. NEW 1 12" DIAMETER GALV. STEEL PIPE HANDRAIL, PAINTED. RETURN TO VERTICAL POST AS SHOWN & WELD. 3' - 6 " NEW 114" DIAMETER GALV. INTERMEDIATE STEEL PIPE TYP., PAINTED. SEE DETAIL 16. A301 6 A300 6 A300 7 +/ - 2 ' - 0 " ( V . I . F . ) 4 R I S E R S @ 6 " E A . EXISTING ASPHALT PAVING. PATCH & REPAIR AS REQUIRED. NEW CONCRETE STAIRS, SEE DETAIL 12 & STRUCT. DWGS. A300 7 NEW TUBE STEEL FENCE. SEE STRUCTURAL DRAWINGS NEW CONCRETE STAIRS, SEE DETAIL 12 & STRUCT. DWGS. NEW CONCRETE LANDING, SEE STRUCT. DWGS. 2' - 1 0 " 2' - 1 0 " NEW 1 12" DIAMETER GALV. STEEL PIPE HANDRAIL, PAINTED. RETURN TO VERTICAL POST AS SHOWN & WELD. 6" TY P . 1'-0" TYP. 6" TY P . 1'-0" TYP. CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 SITE & ACCESSIBILITY DETAILS A801 B PLAN CHECK CORRECTIONS 10.17.2024 B B REN. 11/30/25 2130 E 4th St 2/11/2025 DOOR - SEE SCHEDULE 11INTERIOR DOOR JAMB SCALE: 3"=1'-0" 5STUD WALL TO MULLION SCALE: 3"=1'-0" MET. STUD WALL W/ INSULATION - SEE WALL LEGEND 2" W. x 1/8" THICK COMPRESSIBLE NEOPRENE GASKET WINDOW FRAME INTERIOR WINDOW JAMB (HEAD/SILL, SIM.) SCALE: 3"=1'-0" INTERIOR HOLLOW METAL DOOR HEAD (JAMB SIMILAR) INTERIOR HOLLOW METAL DOOR HEAD (JAMB SIM.) SCALE: 3"=1'-0" DOOR FRAME 2" DO O R D I M . WALL CONST. PER PLANS INSULATION WHERE OCCURS - SEE WALL LEGEND HOLLOW METAL DOOR FRAME DOOR - SEE SCHEDULE A B VERTICAL MULLION INSULATION WHERE OCCURS - SEE WALL LEGEND 5/8" GYP. BD. OVER METAL STUDS. SEE WALL LEGEND FLOOR LINE CWINDOW FRAME 1/4" CLEAR GLASS (TEMP. WHERE NOTED) |" CLEAR GLASS 13 12 STOREFRONT, SEE PLAN FOR EXACT ALIGNMENT JAMB BEYOND ALUMINUM STOREFRONT SYSTEM EXPANSION JOINT |"/FT SLOPE CONC. SLAB SEE STRUCTURAL BACKER ROD & SEALANT BOTH SIDES 10 " M I N . CONC. SLAB SEE STRUCTURAL EXPANSION JOINT SET IN MASTIC ALUMINUM THRESHOLD DOOR SWEEP 2% MAX. SLOPE 1/ 4 " M A X . 1/ 2 " M A X . 1 2 ALUMINUM FRAME SINGLE SWING DOOR W/ FIXED TEMPERD GLASS 8STOREFRONT SILL DETAIL SCALE: 3"=1'-0" 7STOREFRONT DOOR THRESHOLD SCALE: 3"=1'-0" 2" GC TO SAW CUT CLEAR OF STOREFRONT, KEEP CLEAR FROM FOOTING BELOW NEW COURTYARD CONC. POUR - SEE STUCTURAL THRESHOLDS SCALE: 3"=1'-0"9 ADHESIVE SCHEDULED VINYL TILE SCHEDULED VINYL REDUCER STRIP SCHEDULED CARPET A - CARPET TO LVT DOOR - SEE DOOR SCHEDULE ALUMINUM THRESHOLD DOOR SWEEP SET IN MASTIC 2 1 1 2 MA X . 1 4 B - LVT TO CONCRETE FLOOR FINISH PER PLANS C - LVT TO TILE 1 2" M A X . 1 4 M A X . @ 1: 2 S L O P E SLOPE FLOOR 2% MAX. EXISTING FLOOR WATERPROOFING MEMBRANE, TYP. SCHEDULED FLOOR TILE SET IN MASTIC, OVER WATERPROOFING MEMBRANE JAMB WIDTH DOOR PER SCHEDULE 1 2 M A X . MARBLE THRESHOLD (COLOR TO MATCH TILE FLOOR, SET IN MASTIC, OVER WATERPROOFING MEMBRANE SCHEDULED VINYL FLOORING FLOOR FINISH CONCRETE FLATWORK CONCRETE SLAB ON GRADE 1" INSULATED CLEAR GLASS STOREFRONT. SEE WINDOW SCHEDULE. 1/2" EXPANSION JOINT FILLER SLOPE EXTERIOR WALKWAY SEALANT O/ 1/2" EXP. JOINT FILLER THRESHOLD METAL FLASHING SET IN FULL BED OF SEALANT AT SILL AND JAMBS 1" INSULATED CLEAR GLASS STOREFRONT. SEE WINDOW SCHEDULE. HEADER PER STRUCT. DWGS 12" WIDE MIN. S.A.F. EXTEND STRUCT. SHEATHING (WHERE OCCURS) EXTERIOR CEMENT PLASTER OVER METAL LATH AND (2) LAYERS OF 60 MIN. GRADE "D" BUILDING PAPER GALVANIZED Z FLASHING,SET IN SEALANT. EXTEND 1 1/2" BEYOND ROUGH OPENING & PAINT TO MATCH STOREFRONT FRAME COLOR J-MOLD (COLOR TO MATCH STUCCO) 1" INSULATED CLEAR GLASS STOREFRONT. SEE WINDOW SCHEDULE. B - VERTICAL MULLION (HORIZONTAL SIM.) A - SILL C - HEAD STOREFRONT DETAILS SCALE: 3"=1'-0"14 24GA. SHEET METAL, FULL HEIGHT. PAINT TO MATCH WALL COLOR. MTL. CORNERBEAD, EACH SIDE. WALL @ SUSPENDED CEILING SCALE: 3"=1'-0"6 20 GA. STL. STUD BRACE TO STRUCTURE ABOVE - ALTERNATE @ 4'-0" O.C. 18 GA. 'L' CLIP @ EA. BRACE METAL CHANNEL RUNNER SUSPENDED CEILING, SEE REFLECTED CEILING PLAN, TYP. METAL STUD WALL, SEE WALL LEGEND 6" 45 ° NOTE: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO & CONNECTION DETAILS. HARD LID CEILING PER REFLECTED CEILING PLAN. SEE STRUCTURAL DRAWINGS FOR FRAMING. FULL HEIGHT 1-HOUR WALL 17 EXISTING CEILING JOISTS OR BLOCKING (PROVIDE NEW AS REQUIRED) INSULATION (WHERE OCCURS) THERMAL OR SOUND INSULATION WHERE OCCURS, SEE PLAN (2) LAYERS 5/8" TYPE 'X' GYP. BD. PROVIDE TYPE 'X' 5/8" GYP.BD., BOTH SIDES. SEE WALL LEGEND METAL STUD WALL SEE WALL LEGEND METAL FLOOR CHANNEL (SAME GAUGE AS STUD WALL). FASTEN WITH .180" DIA. POWER-DRIVEN SHOT PINS AT 16" O.C. (ESR-1799) SUSPENDED CEILING WHERE OCCURS GYP. BD. CEILING WHERE OCCURS 181-HOUR FLOOR/CEILING ASSEMBLY AT GLB SCALE: 3"=1'-0" EXISTING FLOORING EXISTING CONCRETE TOPPING SLAB EXISTING PLYWOOD SHEATHING EXISTING FLOOR JOISTS TO REMAIN NEW 2-LAYERS TYPE "X" GYP. BD. OVER EXISTING FLOOR JOISTS & GLUE-LAM BEAM EXISTING GLUE-LAM BEAM TO REMAIN NOTES: 1. CEILING BELOW IS NOT REQUIRED TO BE OF FIRE-RATED CONSTRUCTION. 2. ENSURE FIRE RATING IS CONTINUOUS FROM BASE OF WALLS TO FLOOR / CEILING & ROOF / CEILING ASSEMBLIES. SE E C L ' G P L A N FULL HEIGHT WALL SCALE: 3"=1'-0"2 1" C L E A R NO C O N N E C T I O N BATT INSULATION 16 GA. DEEP LEGGED RUNNER CHANNEL W/ SLOTTED SLIP TOP TRACK NEW 2x BLOCKING PROVIDE HORIZ. MECHANICAL BRIDGING / BRACING @ 6'-0" O.C. MAX. BETWEEN STUDS ON SIDE OF WALL WHERE GYP. BD. DOES NOT OCCUR. NOTE: DO NOT FASTEN GYP. BD. TO TOP TRACK METAL STUD WALL - SEE WALL LEGEND SUSPENDED CEILING WHERE OCCURS 5/8" GYP. BD. EACH SIDE OF MET. STUDS FLEXIBLE ACOUSTICAL SEALANT NEW BATT. INSULATION 6" EX I S T I N G F L O O R / RO O F A S S E M B L Y NOTE: SEE STRUCTURAL DRAWINGS FOR ADDITIONAL INFO. WALL @ BASE, TYP. SCALE: 3"=1'-0" METAL STUD WALL, SEE WALL LEGEND BATT INSULATION (WHERE OCCURS) - SEE WALL LEGEND 5/8" GYP. BD. EA. SIDE BASE (SEE FINISH SCHEDULE) 1 METAL FLOOR CHANNEL (SAME GAUGE AS STUD WALL). FASTEN WITH .180" DIA. POWER-DRIVEN SHOT PINS AT 16" O.C. (ESR-1799) EXISTING CONCRETE SLAB (2) #10 S.M.S., EACH SIDE @ EA. STUD WALL @ GYP. BD. CEILING SCALE: 3"=1'-0"4 5/8" GYP. BD. BOTH SIDES (USE W.R. GYP. BD. @ RESTROOM SIDE, WHERE OCCURS) FO R H E I G H T SE E C L G . P L A N METAL STUD WALL, SEE WALL LEGEND CEILING JOISTS WITH 5/8" GYP. BD. ONE SIDE & SOUND BATT INSULATION FO R H E I G H T SE E C L G . P L A N SOUND BATT INSULATION WALL, DOOR & WINDOW DETAILS CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A802 PLAN CHECK CORRECTIONS 11.21.2024C C PLAN CHECK CORRECTIONS 12.17.2024D D REN. 11/30/25 2130 E 4th St 2/11/2025 4 2'-0" X 4'-0" ACOUSTICAL TILE SEE SPECS. TYP. 2X4 RECESSED FLUORESCENT LIGHT FIXTURES. SEE ELECTRICAL DRAWINGS LATERAL SUPPORT POINT SEE STRUCTURAL DRAWINGS WHERE FIXTURE ROW FALLS BETWEEN MAIN RUNNER, USE 4'-0" LG. MAIN AT 4'-0" O.C. AS CROSS TEE HVAC-AIR DIFFUSERS, WITH APPROVED CLIPS OR WIRES AS REQUIRED BY CITY STANDARDS TYP. 2-SAFETY WIRES AT OPPOSITE DIAGONAL CORNERS EACH FIXTURE MIN. OR AS REQUIRED BY LOCAL AUTHORITIES AND SHALL PAINTED IN RED. 12 GA. GALV. STEEL LAY-IN ACCOUSTICAL CEILING TILES DIFFUSER LENS LIGHT FIXTURE NO. 12 ON MAIN RUNNER WITHIN 3" OF 4 CORNERS @ LIGHT FIXTURE. WIRE HANGER AT 4'-0" O.C. EACH WAY 4 3 1.12 GA. (MIN.) HANGER WIRES MAY BE USED FOR UP TO AND INCLUDING 4'-0" X 4'-0" GRID SPACING ALONG MAIN RUNNERS SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES UNLESS SPECIFICALLY APPROVED BY DSA/SSS. 2.PROVIDE 12 GA. HANGER WIRES AT THE ENDS OF ALL MAIN AND CROSS RUNNERS WITHIN 8" FROM THE SUPPORT OR WITHIN 1/4 OF THE LENGTH OF THE END TEE, WHICHEVER IS AT LEAST FOR THE PERMIETER OF THE CEILING AREA. 3.PROVIDE TRAPEZE OR OTHER SUPPLEMENTARY SUPPORT MEMBERS AT OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS, STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS, OR DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF PLUMB ARE TO HAVE COUNTER-SLOPING WIRES. 4.CEILING GRID MEMBERS MAY BE ATTACHED TO NOT MORE THAN 2 ADJACENT WALLS. CEILING GRID MEMBERS SHOULD BE AT LEAST 1/2 INCH FREE OF OTHER WALLS. IF WALLS RUN DIAGONALLY TO CEILING GRID SYSTEM RUNNERS, ONE END OF MAIN AND CROSS RUNNER SHOULD BE FREE AND A MINIMUM OF 1/2 INCH CLEAR OF WALL. 5.AT THE PERIMETER OF THE CEILING AREA WHERE MAIN OR CROSS RUNNERS ARE NOT CONNECTED TO THE ADJACENT WALL. PROVIDE INTERCONNECTION BETWEEN RUNNERS AT THE FREE END TO PREVENT LATERAL SPREADING. A METAL STRUT OR A 16 GA. WIRE WITH A POSITIVE MECHANICAL CONNECTION TO THE RUNNER MAY BE USED. WHERE THE PERPENDICULAR DISTANCE FROM THE WALL TO THE FIRST PARALLELE RUNNER IS 12" OR LESS. THIS INTERLOCK IS NOT REQUIRED. 6.PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACINS WIRES ORIENTED 90 DEGREES FROM EACH OTHER AT NOT MORE THAN 12'-0" X 12'-0" ON CENTER. 7.PROVIDE BRACING WIRES AT LOCATION NOT MORE THAN 6"0" FROM EACH PERIMETER WALL AND AT THE EDGE OF VERTICAL CEILING OFFSETS. 8.NOTE: WIRE TURNS MADE BY MACHINE WHERE BOTH STRANDS HAVE BEEN DEFORMED OR BENT IN WRAPPING CAN WAIVE THE 1-1/2" REQUIREMENT. BUT IN THE NUMBER OF TURNS SHOULD BE MAINTAINED, AND BE AS TIGHT AS POSSIBLE. 9.SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES FROM ALL UNBRACED DUCTS, PIPES, CONDUIT, ETC. IT IS ACCEPTABLE TO ATTACH LIGHTWEIGHT ITEMS, SUCH AS SINGLE ELECTRICAL CONDUIT NOT EXCEEDING 3/4" NOMINAL. DIAMETER TO HANGER WIRES USING CONNECTORS ACCEPTABLE TO DSA/SSS. 10.HVAC DUCTWORK, ELECTRICAL DISTRIBUTION, TELEPHONE SERVICES, COMPUTER CABLE DISTRIBUTION, AND OTHER SERVICES NORMALLY FOUND IN A CEILING SPACE SHALL BE INDEPENDENTLY SUPPORTED AND APPROPRIATELY BRACED TO ELIMINATE ANY LATERAL FORCE ON THE CEILING MEMBRANE OR BRACING ELEMENTS. 11.WHEN DRILL-IN CONCRETE ANCHORS OR SHOT-IN ANCHORS ARE USED IN REINFORCING CONCREETE FOR HANGING WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING WIRES. 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 LBS. OF TENSION. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRES. IF ANY SHOT-IN OR DRILLED ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE TESTED. DRILLED-IN OR SHOT-IN ANCHOR MUST BE TESTED. DRILLED -IN OR SHOT-IN ANCHIRS REQURIE SPECIAL DSA/SSS APPROVAL WHEN USED IN PRESTRESSED CONCRETE. 12.ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. 13.ALL RECESSED LIGHTING FIXTURES HAVING A NOMINAL END DIMENSION OR 24" OR GREATER SHALL BE POSITIVELEY ATTACHED TO THE CEILING GRID RUNNER(S) AT THE END OF THE FIXTURE WITH TWO #8 SELF TAPPING TEK SCREWS. EACH SCREW SHALL BE LOCATED WITHIN 3 OF THE SIDE OF THE FIXTURE AND ATTACHED THROUGH THE BULB OF THE CEILING GRID RUNNER(S). LIGHT FIXTURES HAVING LESS THAN A NOMINAL 24" END DIMENSION SHALL BE ATTACHED WITH ONE #8 SELF TAPPING TEK SCREW AT THE CENTER OF EACH END OF THE FIXTURE. ATTACHED TO THE BULB OF THE CEILING GRIS RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OF THE FIXTURE. ALL FIXTURES REGARDLESS OF WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE FIXTURE. 14.CEILING-MOUNTED AIR TERMINALS OR SERVICES SHALL BE POSITVELY ATTACHED TO THE CEILING SUSPENSION MAIN RUNNERS OR TO CROSS RUNNERS WITH THE SAME CARRYING CAPACITY AS THE MAIN RUNNER. ATTACHED TO THE FIXTURE OR TERMINAL AND TO THE STRUCTURE ABOVE AIR TERMINALS WITH A NOMINAL DIMENSION OF 24" OR LESS SHALL BE POSITIVELY ATTACHED TO THE CEILING GRID RUNNER(S) ON AT LEAST TWO OPPOSING SIDES WITH ONE #8 SELF TAPPING TEK SCREW ON EACH SIDE. EACH SCREW SHALL BE LOCATED IN THE CENTER OF HTE AIR TERMINAL AND SHALL BE ATACHED THROUGH THE BULB OF HTE CEILING GRID RUNNER(S). AIR TERMINALS IN EXCESS OF 24" IN LENGTH SHALL BE ATTACHED WITH TWO #8 SELF TAPPING TEK SCREWS ON EACH END OF DIFFUSER ATTACHED TO THE BULB OF THE CEILING DRID RUNNER(S). ALL ATTACHMENTS SHALL BE CAPABLE OF LATERALLY SUPPORTING THE WEIGHT OF THE AIR TERMINAL. ALL AIR TERMINALS REGARDLESS OF WEIGHT OR SIZE SHALL HAVE INTERLOCKING CEILING GRID RUNNER(S) ON ALL 4 SIDES OF THE AIR TERMINAL. 15.FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING LESS THAN 56 LBS. MAY BE SUPPORTED DIRECTLY ON THE RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURE AT DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4'-0" X 4'-0" LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES WEIGHING 56 LBS. OR MORE MUST BE INDEPENDANTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRES EACH ATTACHED TO THE FIXTURE AND TO THE STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED. THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT. 16.ALL FIXTURES AND AIR TERMINALS OR SERVICES SUPPORTED ON INTERMEDIATE DUTY GRID SYSTEMS MUST BE INDEPENDENTLY SUPPORTED BY NOT LESS THAN 4 TAUT 12 GA. WIRE EACH. 17.SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. 18.PROVIDE ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES AE 8 FEET OR LONGER. 19.SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE FIXTURE. SPECIAL DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID. 20.CLASSIFICATION OF CEILING GRID IS HEAVY DUTY. 21.SUSPENDED CEILING SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636 AND SEC. 13.5.6.2. ASCE 7-05. 22.ANCHORS FOR WALL ANGLES: A. AT METAL STUD WALL 1-1/8" TYPE "S" BUGLE HEAD DRYWALL SCREW AT 16" O.C. B. AT MASONRY WALL: 1/4" DIA. 1-1/2" LONG TAPCON ANCHORSCREW AT 16" O.C. ICBO No. 3370. 23.CONTRACTOR SHALL COORDINATE THE WORK OF ALL TRADES INVOLVED IN THE CEILING WORK TO INSURE CLEARANCES FOR FIXTURES, DUCTS, PIPING CEILING SUSPENSION SYSTEMS, ETC., NECESSARY TO MAINTAIN THE FINISHED CEILING HEIGHTS INDICATED ON ARCHITECTURAL DRAWINGS. 24.PERIMETER CEILING ANGLE, WHERE OCCURS, SHALL BE INSTALLED TIGHT TO PARTITION SURFACES, FREE FROM CURVES, BREAKS OR OTHER IRREGULARITIES. 24.LIGHT FIXTURES, EXIT SIGNS AND OTHER CEILING ELEMENTS SHALL BE LOCATED IN CENTER OF INDIVIDUAL CEILING TILE U.O.N OR AS DIRECTED BY ARCHITECT. 25.PROVIDE CEILING ACCESS AS REQUIRED FOR EQUIPMENT AND SYSTEM MAINTENANCE VERIFY MANUFACTURER RECOMMENDATIONS. 26.ELECTRICAL CONTRACTOR TO PROVIDE ALL SWITCHES, DIMMERS, & PLATES, AS REQUIRED BY DESIGN, LOCATED 44" A.F.F. 6" FROM DOOR FRAME. U.O.N. MULTIPLE SWITCHES AT ONE LOCATION SHALL BE GANGED TOGETHER, AND FURNISHED WITH ONE COVER PLATE. 27.THE REFLECTED CEILING PLAN INDICATES THE LOCATION OF CEILING TYPES, CEILING FIXTURES, LIGHT SWITCHES AND ASSOCIATED ITEMS. REFER TO ENGINEERING DRAWINGS (LIGHT PLAN) FOR CIRCUITING, WIRING LAY-OUT, AND ADDITIONAL INFORMATION. 28.ALL SPECIFIC INFORMATION CONCERNING INSTALLATION OF VARIOUS ABOVE CEILING ELEMENTS ARE TO BE FOUND IN THE HVAC, PLUMBING, FIRE PROTECTION, ELECTRICAL AND LIGHTING DRAWINGS, BY THE CONTRACTED ENGINEERS. 29.CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICT OF LIGHT FIXTURE LOCATIONS WITH MAIN RUNNERS, DUCTS, ETC.. PRIOR TO INSTALLATION. 30.VERIFY FIELD CONDITIONS AND LOCATIONS OF ALL PLUMBING, MECHANICAL DUCTS, STRUCTURAL ELEMENTS AND ANY AND ALL OTHER APPLICABLE ITEMS. INSTALL NEW PLUMBING, MECHANICAL FANS, DUCTS, CONDUITS, AND OTHER RELATED ITEMS SO AS TO NOT CONFLICT WITH LIGHTS AND ANY UNIQUE FIELD CONDITIONS. 31.FURNISH AND INSTALL UNDERWRITERS LABORATORY, INC. (UL) LABELED DEVICES THROUGHOUT. 32.PROVIDE AND INSTALL EMERGENCY LIGHTING PER ADA/TITLE 24 REQUIREMENTS. ASCE STANDARD 7-10 - SECTION 13.5.6 SUSPENDED CEILINGS 33.A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED - SEE ITEM NO. 20 THIS SHEET FOR ADDITIONAL INFORMATION. 34.THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS THAN 2.0 INCHES. WHERE PERIMETER SUPPORTING CLIPS ARE USED, THEY SHALL BE QUALIFIED IN ACCORDANCE WITH APPROVED TEST CRITERIA. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE OR CHANNEL. THE OTHER END IN EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 INCH CLEARANCE FROM THE WALL AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE OR CHANNEL. 35.NOT USED 36.FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500 SF EACH WITH A RATIO OF THE LONG TO SHORT DIMENSION LESS THAN OR EQUAL TO 4, SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES OR CHANNELS IN ACCORDANCE WITH SECTION 13.5.6.2.2.a AND HORIZONTAL RESTRAINTS OR BRACING. 37.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FREE MOVEMENT OF AT LEAST 1" IN ALL DIRECTIONS. ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMODATE 1" OF CEILING MOVEMENT IN ALL HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD EXTENSION. 38.CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING. 39.CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF THE CEILING. 40.SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION REQUIREMENTS OF SECTION 11A.1.3.9 OF THIS STANDARD DROP-IN LIGHT FIXTURESUSPENDED ACOUSTICAL TILE AND T-BAR CEILING SYSTEM SUSPENDED CEILING NOTES USE USG - DONN BRAND SUSPENSION CEILING SYSTEMS HEAVY DUTY - ESR-1222 3' MAX SCALE: NONE SCALE: NONE CEILING DETAIL SCALE: 3"=1'-0"1 10 ° - 4 5 ° 8" MAX. (TO THE WALL OR END OF THE RUNNER) 6'-0" MAX. ACOUSTIC TILE CROSS RUNNER MAIN RUNNER WALL FINISH SURFACE INSTALL COMPRESSION STRUT @ 12'-0" EA. DIRECTION OR EVERY 144 S.F. OF CEILING AREA FIELD CUT PERIMETER CEILING TILES TO MATCH TEGULAR UNCUT EDGES (WHERE OCCURS) 12 GA. WIRE HANGERS AT 4'-0" O.C. MAX. ALONG MAIN RUNNERS. WHEN WIRES ARE OUT-OF-PLUMB (1H:6V), PROVIDE COUNTER-SLOPING WIRES. STRUTS & WIRES SHALL BE AT THE SAME LOCATION AS ONE ASSEMBLY. LATERAL SUPPORT: 4 #12 WIRES SPLAYED IN FOUR DIRECTIONS 90° APART - CONNECTED TO RUNNERS & TO STRUCTURE ABOVE. PLACE LATERAL SUPPORTS @ 12'-0" O.C. IN EA. DIRECTION. NOTE: FOR ATTACHMENT TO STRUCTURE ABOVE, SEE STRUCTURAL DRAWINGS. NOTES: 1.PROVIDE WALL ANGLE HORIZONTAL LEG. FIRST TILE SHALL MAINTAIN 3/4" CLEAR FROM FINISHED WALL SURFACE. 2.SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ICC ESR #1308, ASTM C635, ASTM C636, AND ASTM E580 SECTION 5. (ASCE 7-16, SECTION 13.5.6.2.2) 2.1.CROSS-RUNNERS SHALL HAVE A LOAD CAPACITY OF AT LEAST 16lbs. PER LINEAR FOOT (VERIFY EXACT CRITERIA PER SELECTED PRODUCT & MANUFACTURER). 2.2.WHERE OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION, A TRAPEZE OR EQUIVALENT DEVICE SHALL BE PROVIDED. 3.PROVIDE SPECIAL INSPECTION AS REQUIRED BY ICC ESR APPROVAL REPORT. 4.LIGHTING FIXTURES AND AIR DIFFUSERS REQUIREMENTS: 4.1.LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GAUGE HANGER WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE AND SHALL BE ATTACHED TO THE CEILING GRID WITH AT LEAST 2 FASTENERS (WHICH SHALL HAVE A MINIMUM FORCE CAPACITY OF 100% OF THE WEIGHT OF THE FIXTURE ACTING IN ANY DIRECTION). 4.2.LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS, BUT LESS THAN 56 POUNDS, SHALL HAVE THREE 12 GAUGE WIRES ATTACHED AT THE CORNERS OF THE LIGHT FIXTURE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 4.3.LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS, SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE, WITH APPROVED HANGERS. 4.4.TANDEM FIXTURES MAY UTILIZE COMMON WIRES. 4.5.AIR TERMINALS WEIGHING LESS THAN 20 POUNDS SHALL BE ATTACHED TO THE CEILING GRID (MAIN OR CROSS RUNNERS AND BOTH SHALL HAVE THE SAME CARRYING CAPACITY). 4.6.AIR TERMINALS WEIGHING MORE THAN 10 POUNDS, BUT LESS THAN 56 POUNDS, SHALL HAVE TWO 12 GAUGE WIRES ATTACHED TO THE TERMINAL AND TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. 4.7.AIR TERMINALS WEIGHING MORE THAN 56 POUNDS, SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE, WITH APPROVED HANGERS. CONCEALED SPRINKLER HEAD (WHERE OCCURS) PAINTED TO MATCH ADJACENT CEILING. TYP. FIRE SPRINKLER HEAD LAYOUT SCALE: NOT TO SCALE NOTE: SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE 2" OVERSIZE RING, SLEEVE OR ADAPTOR THROUGH THE CEILING TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. 2" MAX. 2" MAX. WALL ANGLE MOLDING ATTACHED/TIGHT WALL UNATTACHED / CLEARANCE WALL 8" MAX. 8" MAX. MAIN BEAM OR CROSS TEE WALL WALL SEISMIC CLIP WALL ANGLE MOLDING TIGHT SCREW MAIN BEAM OR CROSS TEE SEISMIC CEILING DETAIL SCALE: 3"=1'-0"2 7/8" 7/8" 3/4" NOTES: 1.PER ICC ESR #1308, 7/8" WALL ANGLE MOLDING IS ALLOWED (USE BERC-2 CLIP OR EQUAL). 2.WALL ANGLE MOLDING SHALL BE SECURED TO ALL WALLS WITH SELF-PIERCING SHEET METAL SCREWS. 3.THE CEILING GRID SHALL BE ATTACHED TO THE WALL ANGLE ON 2 ADJACENT SIDES AND SHALL BE FREE TO MOVE 3/4" ON THE OTHER SIDES . SUSPENDED CEILING DETAILS A803 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 4 2"2"2" SECURE 2X BLOCKING OVER FLANGE) PREFAB HVAC CURB SCALE: 1 1/2"=1'-0" PREFAB METAL CURB LEVELING CURB (WHERE INSUFFICIENT FOR NAILING, HVAC UNIT GRANULE SURFACED FIBERGLASS CAP SHEET 3 PLIES TYPE VI FIBERGLASS PLY SHEET EXISTING WOOD DECK FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SLIP SHEET CAP SHEET FLASHING SHEET 2 REINFORCEMENT PLIES SET IN ASPHALT NAIL TO DECK AT 12" O.C. FIBER CANT STRIP W/ 4" LEGS - THRU STEEL/NEOPRENE WASHER FILL CAVITY WITH BATT INSULATION 24 GA. G.I. COUNTERFLASHING W/ SCREW 1/2" PLYWOOD SKIRTING APPROPRIATE FASTENER 4"4" SET IN ASPHALT MAY BE REQUIRED FOR SOLDERING) ISOMETRIC VIEW 2 STRIPPING PLIES TYPE VI BED OF ROOF CEMENT (4 LB. LEAD SECURELY TO BOTH SURFACES 3" MIN. BUTYL SEALANT TAPE BONDED 1" BOND BREAKER TAPE SLEEVE - SET PRIMED FLANGE INTO MIN. 2-1/2 LB. LEAD FLASHING TALL PIPE OR CLOSED PIPELINE ISOMETRIC VIEW SLEEVE DOWN INTO PIPE CRIMP TOP EDGE OF LEAD VENT PIPE PENETRATION MIN. 2-1/2 LB. LEAD FLASHING 4"4" SET IN ASPHALT SLEEVE - SET PRIMED FLANGE 1 2 STRIPPING PLIES TYPE VI INTO BED OF ROOF CEMENT 2 8" M I N . FIBERGLASS PLY SHEET SHEET NAILED TO DECK FIBERGLASS CAP SHEET OVER ROSIN SLIP SHEET FIBERGLASS BASE EXISTING WOOD DECK GRANULE SURFACED 3 PLIES TYPE VI FIBERGLASS PLY SHEET FIBERGLASS CAP SHEET 2" M I N . GRANULE SURFACE 3 PLIES TYPE VI SHEET NAILED TO DECK EXISTING WOOD DECK VENT PIPE FLASHING SCALE: 1 1/2"=1'-0" OVER ROSIN SLIP SHEET FIBERGLASS BASE SEALED PIPE FLASHING SCALE: 1 1/2"=1'-0" TOP SEAL OPTION LEAD SLEEVE BY 2" MIN. AND OVERLAPPING TOP OF CRIMPED DOWN INTO PIPE 2-1/2 LB. LEAD CAP 4" S. S. SCREW CLAMP SLEEVE ABOVE CLAMP FLARE TOP EDGE OF LEAD 1 PART URETHANE SEALANT TOP SEAL OPTION 4" EXISTING ROOF ASSEMBLY - THOROUGHLY CLEAN, PRIME & DRY PRIOR TO INSTALLATION OF NEW ROOFING MATERIALS NEW (2) PLIES (OR TO MATCH EXISTING) OF FIBERGLASS FELT & CAP SHEET SET INTO INDEPENDENT APPLICATION OF HOT ASPHALT OR GRANULE SURFACED MODIFIED BITUMEN MEMBRANE NEW PLYWOOD SUBSTRATE WHERE OCCURS TO MATCH EXISTING 1'-0"1'-0"1'-0" EXISTING ROOF SHEATHING NEW INVERTED CAP SHEET OR FIBERGLASS BASE SHEET (OR TO MATCH EXISTING) SECURED WITH 1"~ CAP HEAD ROOFING NAILS 3SCALE: 1 1/2"=1'-0" TIE-IN TO EXISTING ROOF dn ENLARGED SECOND FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"9 ±2 0 ' - 8 1 4" ( V . I . F . ) 8'-0" MCNICHOLS PERFORATED METAL PANELS PER PLAN. EXISTING STOREFRONT TO REMAIN EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. HSS STEEL BEAMS AT 4'-0" O.C., MAX. SEE STRUCT. DWGS. EXISTING STOREFRONT TO REMAIN HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. dn 2" DIA. DOWNSPOUT, TERMINATE IN PLANTER BELOW ±2 0 ' - 8 1 4" ( V . I . F . ) ENLARGED FIRST FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"6 8'-0" ENLARGED FIRST FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"5 EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. SLOPE 1/16" / FT. 4'-0" 5' - 6 " HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. NEW STOREFRONT WINDOWS. SEE EXTERIOR ELEVATIONS. MBCI STANDING SEAM METAL ROOF PER PLAN. MBCI STANDING SEAM METAL ROOF PER PLAN. SLOPE 1/16" / FT.24GA. SHEET METAL GUTTER SL O P E 1 / 1 6 " / F T . 2" DIA. DOWNSPOUT, PAINT TO MATCH ADJACENT WALL COLOR EXISTING STOREFRONT TO REMAIN EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. EXISTING STOREFRONT TO REMAIN 2" M I N . 8" M I N . 2" 2"2"2" 4" SLOPE SEALANT ELASTOMERIC CAP SHEET FLASHING SHEET 1" HEAD NAIL AT 6-8" O.C. GRANULE SURFACED TO DECK OVER ROSIN SLIP SHEET FIBERGLASS BASE SHEET NAILED EXISTING WOOD DECK FIBERGLASS CAP SHEET FIBERGLASS PLY SHEET 3 PLIES TYPE VI FLASHING MEASURES LESS THAN 2" AT THE VERTICAL PORTION, INSTALL INSTALL 24 GA. G.I. COUNTERFLASHING INSERT USING SCREW THRU STEEL/ NEOPRENE WASHER AT 12" O.C. WHERE NO COUNTERFLASHING EXISTS, OR WHERE INTEGRAL UNIT COUNTER- COUNTERFLASHING INSERT PROVIDE LEVEL SURFACE AND 8" MIN. HEIGHT UNIT COUNTERFLASHING - SEE INSET ABOVE NAIL TO CURB AND/OR DECK AT 12" O.C. FIBER CANT STRIP W/ 4" LEGS - 2 REINFORCEMENT PLIES TYPE IV SET IN ASPHALT SEAL TOP EDGE OF BASE FLASHING WITH ROOF CEMENT 2X10 WOOD CURB TAPERED AS NEEDED TO 8TYPICAL EQUIPMENT CURB SCALE: 1 1/2"=1'-0"CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM A PLAN CHECK CORRECTIONS 09.09.2024 A A804 ROOF DETAILS REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 4 " M I N . PAINT TO MATCH 2" M I N . 1 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER CONT. NON HARDENING VINYL"ROPE" SEALANT 2x WOOD STUD WALL (WITH INSULATION) PER WALL LEGEND ANCHOR BOLTS AS REQUIRED - SEE STRUCT. EXISTING CONC. SLAB 2x P.T. SILL PLATE EXT. SHEATHING PER WALL LEGEND 26 GA. CORROSION- RESISTANT WEEP SCREED NOTE: 1. WOOD FRAMING MEMBERS, INCLUDING WOOD SHEATHING THAT ARE IN CONTACT WITH EXTERIOR FOUNDATION WALLS AND ARE LESS THAN 8" FROM EXPOSED EARTH SHALL BE OF NATURAL DURABLE OR PRESERVATIVE-TREATED WOOD. EXCEPTION: AT EXTERIOR WALLS WHERE THE EARTH IS PAVED WITH AN ASPHALT OR CONCRETE SLAB AT LEAST 18" WIDE AND DRAINING AWAY FROM THE BUILDING, THE BOTTOM OF SILLS ARE PERMITTED TO BE 6" ABOVE THE TOP OF SUCH SLAB. OTHER EQUIVALANT MEANS OF TERMITE AND DECAY PROTECTION MAY BE ACCEPTED BY THE ENFORCEMENT AGENCY (CBC 2304.12.1.2) 2. WEEP SCREED TO BE INSTALLED PER CBC SECTION 2512.1.2 3. SEE WALL ASSEMBLY DETAILS FOR FIRE AND ACOUSTICAL REQUIREMENT EXISTING CONCRETE SLAB 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER ANCHOR BOLTS AS REQUIRED - SEE STRUCT. 24 GA. GALV. (BONDERIZED) MTL. FLASHING OVER COLD APPLIED FLUID WATERPROOFING (COLOR TO MATCH WALL) * EXTERIOR WALL AT BUILDING PERIMETER SCALE: 3"=1'-0" SLOPE SLOPE A- AT FINISH GRADE 8" M I N . SE E N O T E # 1 B- AT CONCRETE SLAB 1/2" FELT EXPANSION JOINT FILLER TOPPED WITH COMPATIBLE WEATHER RESISTANT UV RATED SEALANT 2" MI N . 2" MI N . 4" MI N . COLD APPLIED FLUID WATERPROOFING * HARDSCAPE, WHERE OCCURS 26 GA. CORROSION- RESISTANT WEEP SCREED 2x WOOD STUD WALL ANCHOR BOLTS AS REQUIRED - SEE STRUCT.THERMAL INSULATION @ CONDITIONED SPACES 26 GA. CORROSION- RESISTANT J-MOLD CORRIDOR SLAB PER STRUCTURAL PLANS VA R I E S FINISH GRADE 4EXTERIOR WALL AT INTERIOR COURTYARD SCALE: 3"=1'-0" 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER BACKER ROD & SEALANT * INSTALL COLD APPLIED FLUID WATERPROOFING AND METAL FLASHING WHEN HARDSCAPE IS LESS THAN 2" BELOW FINISH FLOOR. CAULK JOINT BETWEEN SHEATHING / GWB AND FOUNDATION WITH MANUFACTURER'S RECOMMENDED SEALANT 5 10 STRUCTURAL SLAB EXTERIOR WALL @ CONCRETE SCALE: 3"=1'-0" FLOOR DRAIN ASSEMBLY SCALE: 3"=1'-0" 1' - 0 " MT L F L A S H I N G 4" MTL FLASHING 24 GA BONDERIZED MTL FLASHING 2" MI N . ST U C C O S C R E E D TO L A P MT L F L A S H I N G 3" M I N . WATERPROOFING DRAINAGE MAT SCHEDULED WALL ASSEMBLY HARDROCK TOPPING 7/8" EXT. CEMENT PLASTER O/ MTL. LATH O/ GRADE 'D' BLDG. PAPER (2 LAYERS OF GRADE 'D' BLDG. PAPER @ SHEATHING) 24 GA BONDERIZED MTL FLASHING WATERPROOFING CONT. UP WALL 10" MIN. GALVANIZED MTL STUCCO WEEP SCREED FLUID APPLIED WATERPROOFING TO PREVENT MTL FLASHING FROM CONTACTING CONC. STAINLESS STEEL PROTECTION FLASHING O/ WATERPROOFING MEMBRANE FIBROUS EXPANSION JOINT (NO ATTACHMENT THRU WATERPROOFING) CEMENTITIOUS MORTAR WHERE REQUIRED TO FLUSH OUT W/ PLYWOOD SHEATHING OR EXTEND CONC. SLAB TO MATCH PLYWOOD SHEATHING WHERE OCCURS HARD ROCK CONC. TOPPING SLAB 3" MIN. AT LOWEST POINT DECK DRAIN, SEE PLUMBING DRAINAGE BOARD OVER WATERPROOFING MEMBRANE - EXTEND WATERPROOFING DRAINAGE MATERIAL INTO DRAIN BODY SLOPE TO DRAIN SEE CIVIL SLOPE TO DRAIN SEE CIVIL 9EXTERIOR WALL @ DECK SCALE: 3"=1'-0" ELASTOMERIC WATERPROOFING COATING SYSTEM - INSTALL PER MFG. INSTALLATION INSTRUCTIONS, SLOPE TO DRAIN CONCRETE SLAB - SEE STRUCTURAL DWGS. 4" MTL FLASHING ST U C C O S C R E E D TO L A P MT L F L A S H I N G 3" M I N . SCHEDULED WALL ASSEMBLY 7/8" EXT. CEMENT PLASTER O/ MTL. LATH O/ GRADE 'D' BLDG. PAPER (2 LAYERS OF GRADE 'D' BLDG. PAPER @ SHEATHING) 24 GA BONDERIZED MTL FLASHING GALVANIZED MTL STUCCO WEEP SCREED SLOPE 2" MI N . FIBROUS OR CEMENTITIOUS FILLER AS REQ'D. RUN DECK WATERPROOFING UP WALL 6" MIN. LAP 1 LAYER OF BLDG. PAPER BEHIND DRIP SCREED & LAP 2ND LAYER OF BLDG. PAPER OVER DRIP SCREED 6" M I N . F.F. LEVEL WEATHER RESISTIVE BARRIER 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER STRUCT. SHEATHING WHERE OCCURS, SEE STRUCT. DRWG. METAL COPING CAP 4" TY P . WOOD FRAMING, SEE STRUCT. DRWG. SLOPE 1/2"/FT. MIN. SPECIFIED FASTENERS PLASTER STOP CONT. GALV. MET. CLEAT FASTEN W/ GALV. ANNULAR RING SHANK NAILS AT 3" O.C. NOTES: 1)FOR WALL FLASHINGS OVER 3'-0", INTERMEDIATE FASTENING IS REQUIRED AT 3'-0" INTERVALS PER MANUFACTURER'S SPECIFICATION 8 HIGH-TEMAPERATURE RESISTANT S.A.F. INSTALL PER MANUF. SPEC'S METAL CAPPING UNDERLAY TO PROVIDE ISOLATION OF METAL FLASHING TO FRAMING ROOF TOP PARAPET SCALE: 3"=1'-0" 11 SLOPE 14" / FT. MIN. 'TPO' SINGLE PLY ROOF'G HOT AIR WELD VERTICALLY APPLIED 'TPO' SINGLE PLY ROOF'G O/ 14" THK. "DENSDECK-PRIME" GLASS MAT GYP. ROOF BRD. W/ 'TPO' SINGLE PLY ADHESIVE GALV. ANNULAR RING SHANK NAILS @ 6" O.C. ROOF FRAMING, SEE STRUCT. DRWG. VERIFY EXTERIOR WALL ASSEMBLY PLYWD. O/ 2X RIP STRIPS. SPACING PER STRUCT. DWGS. 12 2x STUDS @ 16" O.C., SEE STRUCT. DWGS. STRUCTURAL SHEATHING, PER STRUCT. DRWG. METAL COPING CAP PLASTER STOP 'TPO' SINGLE PLY MEMBRANE FLASHING CONT. GALV. MET. CLEAT FASTEN W/ GALV. ANNULAR RING SHANK NAILS AT 3" O.C. BUTYL SEALING TAPE 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER RUN 'TPO' SINGLE PLY MEMBRANE FLASHING UP FACE OF PARAPET WOOD FRAMING, SEE STRUCT. DRWG. 14" DENS DECK ROOF BOTTOM PARAPET SCALE: 3"=1'-0" ROOF TOP PARAPET SCALE: 3"=1'-0" ROOF EXTERIOR ROOF VERIFY EXTERIOR WALL ASSEMBLY LISTING: STC RATING NOT TESTED CBC TABLE 721.1(2) 15-1.13 ASSEMBLY 1-HR. WALL 2x WOOD STUD WALL (WITH INSULATION) PER WALL LEGEND EXT. SHEATHING PER WALL LEGEND 61-HOUR FLOOR/CEILING ASSEMBLY SCALE: 3"=1'-0" NOTE: 1-HOUR ASSEBLY PER CBC TABLE 721.1(3), ITEM 21-1.1. FLOORING (CARPET, VCT, ETC.) CONCRETE TOPPING SLAB 1/2" PLYWOOD SHEATHING FLOOR JOISTS (MINIMUM 2x8, AT 24" O.C., MAX.) BATT INSULATION (NOT REQUIRED FOR RATING) 2-LAYERS TYPE "X" GYP. BD. 71-HOUR ROOF/CEILING ASSEMBLY SCALE: 3"=1'-0" NOTE: 1-HOUR ASSEBLY PER CBC TABLE 721.1(3), ITEM 21-1.1. 1/2" PLYWOOD SHEATHING ROOF JOISTS (MINIMUM 2x8, AT 24" O.C., MAX.) BATT INSULATION (NOT REQUIRED FOR RATING) 2-LAYERS TYPE "X" GYP. BD. SINGLE-PLY ROOFING SEE PLANS 1/2" DENSGLASS OVER TAPERED RIGID FIBER BOARD CONT. SHAPED 2x3 CONT. SHAPED 3x6 EXISTING WOOD FURRED COLUMN, V.I.F. EIFS OVER EXISTING FRAMED COLUMN 1 1/2"=1'-0"15 6" M I N . 6" M I N . 1% SLOPE1% SLOPE HIGH TEMPERATURE RESISTANT SELF ADHERED FLEXIBLE FLASHING. INSTALL PER MANUF. SPEC'S 22GA. GALV. LEDGE FLASHING BUTT SEAM W/ SEALANT AND BACKUP PLATE FASTENED ONE SIDE PER SMACNA STANDARDS JOINT @ METAL PANEL SCALE: 1"=1" REYNOBOND METAL PANEL DRY GASKET, TYP. (N) 2-LAYERS OF GRADE 'D' BLDG. PAPER OVER (E) 1/2" PLYWOOD SHEATHING OR (N) 12" DENS GLAS WHERE OCCURS OVER 2x WOOD STUDS @ 16" O.C. SEALANT 18 SLOPE (N) REYNOBOND CAP FLASHING. (E) 1/2" PLYWOOD SHEATHING. (E) WOOD FRAMING, TYP. (N) REYNOBOND METAL PANEL. 3" 20matel panel cap detail SCALE: 3"=1'-0" (N) 2-LAYERS OF GRADE 'D' BLDG. PAPER OVER 12" DENS GLASS OVER 2x WOOD STUD @ 16" O.C. (N) 2x WOOD PLATE. (E) ROOF FLASHING 19wall to ceiling SCALE: 3"=1'-0" (N) 2-LAYERS OF GRADE "D" BLDG. PAPER OVER (E) WOOD FRAME (N) METAL PANEL "BY REYNOBOND" OR APPROVED EQUAL (N) SEALANT OVER BACKER ROD, TYP. 1 2" G A P , V. I . F . (N) 7 8" MIN. THK. EXTERIOR CEMENT PLASTER ALUM. COMPOSITE PANEL WEATHER BARRIER SYSTEM EXTRUSIONS & CLIPS EXTERIOR SHEATHING SYSTEM EXTERIOR REVEAL SYSTEM FLASHING TPO WALL FLASHING ADHERED TO WALL WITH APPROVED MEMBRANE ADHESIVE ROOF STRUCTURE, SEE STRUCT. DWG. 1 1/2 MIN. CONT. WELD 1/2" "DENSDECK PRIME" ROOF BOARD, INSTALL OPER MANUF. APPROVED EDGE SEALANT TPO MEMBRANE TPO APPROVED MEMBRANE ADHESIVE 8" MI N . 17WALL TO ROOF SCALE: 3"=1'-0" 14EIFS SILL @ EXISTING COLUMN SCALE: 3"=1'-0" 1' - 0 " MT L F L A S H I N G 4" MTL FLASHING 24 GA BONDERIZED MTL FLASHING WATERPROOFING DRAINAGE MAT CONCRETE TOPPING EIFS SYSTEM OVER METAL LATH O/ (2) LAYERS OF W.R.B. COMPLYING W/ ASTM E2556, TYPE I. INSTALL PER MANUFACTURER FLUID APPLIED WATERPROOFING TO PREVENT MTL FLASHING FROM CONTACTING CONC. STAINLESS STEEL PROTECTION FLASHING O/ WATERPROOFING MEMBRANE FIBROUS EXPANSION JOINT (NO ATTACHMENT THRU WATERPROOFING) CEMENTITIOUS MORTAR WHERE REQUIRED TO FLUSH OUT W/ PLYWOOD SHEATHING OR EXTEND CONC. SLAB TO MATCH PLYWOOD SHEATHING WHERE OCCURS CONTINUOUS WEEP SCREED, SEE SPECS A807 EXTERIOR CEMENT PLASTER OVER METAL LATH AND (2) LAYERS OF 60 MIN. GRADE "D" BUILDING PAPER 13EXTERIOR SOFFIT SCALE: 1 1/2"=1'-0" BOTTOM OF DECK JOIST DRIP SCREED BY "FRY REGLET DS-875-875" OR APPROVED EQUAL NOTE: REFER TO A808 FOR DRIP SCREED SPECIFICATIONS 2X WALL FRAMNG PER STRUCT. 16 3 COAT EXTERIOR CEMENT PLASTER OVER METAL LATH AND 2 LAYERS OF 60 MIN. GRADE 'D' BUILDING PAPER EXPANDED FLANGE CONTROL JOINT SCREED - CEMCO DOUBLE "J" (XJ-15) . INSTALL PER MANUFACTURER. SHEATHING WHERE OCCURS PER STRUCT BLOCKING AS REQ'D NOTE: 1. SEE EXTERIOR ELEVATIONS FOR LOCATION OF CONTROL JOINTS 2. CONTROL JOINTS TO STOP SHORT 1/4" OF WINDOWS AND DOORS 3. REFER TO A808 & A807 PER SPECIFICATIONS STUCCO CONTROL JOINT (VERTICAL/HORIZONTAL) SCALE: 1"=1" TIE WIRE OF EACH FLANGE TO WIRE MESH REMOVED TAPE AFTER THE FINISH COAT CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 EXTERIOR DETAILS PLAN CHECK CORRECTIONS 10.17.2024 B B A805 REN. 11/30/25 2130 E 4th St 2/11/2025 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM A806 SPECIFICATION SHEETS 525 Orange Street, PO Box 340, Coshocton, Ohio 43812 ▪ Tel 800-882-7663 ▪ Fax 740-622-6161 ▪ www.mfmbp.com TDS-SubSeal 40 04/07 Revised 05/15 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 90502 O: 310.217.8885 BSBDESIGN.COM A807 SPECIFICATION SHEETS CHANNEL SCREED PRODUCT DETAIL :CHANNEL SCREED SIZES DIM A. + .100" DIM. A 7/8"DIM A. REVEAL DEPTH DIM 3/16" USAGE Fry Reglet Channel Screed is a traditional molding that gives architectural accents to stucco walls and ceilings, available in a wide selection of reveal dimensions. Provides functional performance by establishing the proper thickness of stucco and plaster. Can be fabricated into custom intersections to meet a variety of job conditions and curved to a wide range of custom radius requirements. Used in soffits, channel screeds can be vented to provide soffit ventilation. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Channel Screed, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. INSTALLATION DETAIL : Cross Section Plaster Plaster Metal Stud Framing Plaster Lathing Water Approved Sheathing Resistant Barrier http:/www.fryreglet.com/Details-Reveals.htm Channel Screed 3/8"* 3/8"* 3/8"* 3/8"* 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1" 1" 1" 11/2" DIM. B REVEAL WIDTH 1/2" 3/4" 1" 11/2" 3" 1/2" 3/4" 1" 11/2" 2" 3" 4" 1/2" 3/4" 1" 11/2" 2" 21/2" 3" 4" 6" 1/2" 3/4" 1" 11/2" 2" 21/2" 3" 4" 6" 3/4" 1" 3" 11/2" * For one-coat stucco systems NON-VENTED PCS-375-50 PCS-375-75 PCS-375-100 PCS-375-150 PCS-375-300 DCS-50-50 DCS-50-75 DCS-50-100 DCS-50-150 DCS-50-200 DCS-50-300 DCS-50-400 DCS-625-50 DCS-625-75 DCS-625-100 DCS-625-150 DCS-625-200 DCS-625-250 DCS-625-300 DCS-625-400 DCS-625-600 PCS-75-50 PCS-75-75 PCS-75-100 PCS-75-150 PCS-75-200 PCS-75-250 PCS-75-300 PCS-75-400 PCS-75-600 PCS-100-75 PCS-100-100 PCS-100-300 PCS-150-150 NUMBER VENTED PCS-375-V-50 PCS-375-V-75 PCS-375-V-100 PCS-375-V-150 PCS-375-V-300 DCS-50-V-50 DCS-50-V-75 DCS-50-V-100 DCS-50-V-150 DCS-50-V-200 DCS-50-V-300 DCS-50-V-400 DCS-625-V-50 DCS-625-V-75 DCS-625-V-100 DCS-625-V-150 DCS-625-V-200 DCS-625-V-250 DCS-625-V-300 DCS-625-V-400 DCS-625-V-600 PCS-75-V-50 PCS-75-V-75 PCS-75-V-100 PCS-75-V-150 PCS-75-V-200 PCS-75-V-250 PCS-75-V-300 PCS-75-V-400 PCS-75-V-600 PCS-100-V-75 PCS-100-V-100 PCS-100-V-300 PCS-150-V-150 Reveals and Moldings "F" Reveal Molding PRODUCT DETAIL : Full Scale INSTALLATION DETAIL : Cross Section USAGE Fry Reglet "F" Reveal Molding is used to form a reveal where plaster terminates against sill, soffit, jamb, window, ceiling or other finish materials. Available vented for air movement when used in soffit applications. Can be radiused and fabricated into intersections with many other, dissimilar Fry Reglet profiles. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet "F"orporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, clear anodized finish, unless otherwise specified. "F" REVEAL MOLDING SIZES DIM. A REVEAL DEPTH 3/8" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 3/4" 3/4" DIM. B REVEAL WIDTH NON-VENTED NUMBER VENTED 1/2" 3/4" 3/4" 1" 1 1/2" 2 1/2" 3" 1/2" 3/4" 1" 1 1/2" 2" FDM-375-50 FDM-50-75 FDM-625-75 FDM-625-100 FDM-625-150 FDM-625-250 FDM-625-300 FPM-75-50 FPM-75-75 FPM-75-100 FPM-75-150 FPM-75-200 - FDM-50-V-75 FDM-625-V-75 FDM-625-V-100 FDM-625-V-150 FDM-625-V-250 FDM-625-V-300 FPM-75-V-50 FPM-75-V-75 FPM-75-V-100 FPM-75-V-150 FPM-75-V-200 Reveals and Moldings Drip Screed PRODUCT DETAIL : Full Scale INSTALLATION DETAIL : Cross Section USAGE Fry Reglet Drip Screed neatly joins soffit and fascia while providing a drip joint to prevent water stains on soffit and vertical wall of building. Can be vented if air movement is required. Accommodates a 7/8" plaster fascia and soffit thickness of 7Ú8" or less (by trimming vertical leg on soffit side of molding). GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Drip Screed, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. DRIP SCREED SIZE NUMBER NON-VENTED DS-875-875 VENTED DS-875-V-875 "F" DRIP CAP PRODUCT DETAIL :INSTALLATION DETAIL : Cross Section 7/8" 3/4" Water 3/16" Resistant Barrier Metal Framing 3/4" Stucco 3/8" 1" 1/4" USAGE Fry Reglet “F” Drip Cap creates a horizontal reveal and provides an exterior drip cap over top edges of doors and windows. A screed point is provided for neatly stopping stucco above reveal. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet “F” Drip Cap, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. 3/16" Approved Sheathing "F" Drip Cap Lathing Door or Window Header “F” DRIP CAP SIZE STUCCO DEPTH 3/4" REVEAL WIDTH NUMBER 3/4"2221 Fry Reglet Corporation, 1-800-237-9773, www.fryreglet.com Design Guide Edition 13 PB.7 PE.6 PERIMETER SOFFIT MOLDING PRODUCT DETAIL 1" 7/8" DIM A.DIM B. DIM C. USAGE INSTALLATION DETAIL Fry Reglet Perimeter Soffit Molding provides a reveal and venting capability for soffits and a screed point for applying stucco. Can be installed next to building exterior wall or against the inside of the fascia framing depending on choice of location of venting. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Perimeter Soffit Molding, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with chemical conversion coating, clear anodized or other specified finish. Refer to finish section. SIZES* DIM B. STUCCO DEPTH 1/2 3/4 3/4 3/4 " " " " DIM. A REVEAL WIDTH 3" 2" 3" 4" DIM. C LEG WIDTH 1/2 " 3/16 3/16 3/16 " " " NUMBER WPM-50-V-300 1680-V WPM-75-V-300 WPM-75-V-400 *See page PJ-1 for data on number of vents and amount of vented area/sq. ft. Approved Sheathing Exterior Building Wall Stucco Vented Soffit Molding Lathing Water Resistant Barrier / Cross Section Metal Framing 112 || DESIGN GUIDE EDITION 17 REN. 11/30/25DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING 1ST PLAN CHECK SUBMITTAL - BUILDING DEPT 02.08.2024 A808 SPECIFICATION SHEETS CHANNEL SCREED PRODUCT DETAIL :CHANNEL SCREED SIZES DIM A. + .100" DIM. A 7/8"DIM A. REVEAL DEPTH DIM 3/16" USAGE Fry Reglet Channel Screed is a traditional molding that gives architectural accents to stucco walls and ceilings, available in a wide selection of reveal dimensions. Provides functional performance by establishing the proper thickness of stucco and plaster. Can be fabricated into custom intersections to meet a variety of job conditions and curved to a wide range of custom radius requirements. Used in soffits, channel screeds can be vented to provide soffit ventilation. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Channel Screed, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. INSTALLATION DETAIL : Cross Section Plaster Plaster Metal Stud Framing Plaster Lathing Water Approved Sheathing Resistant Barrier http:/www.fryreglet.com/Details-Reveals.htm Channel Screed 3/8"* 3/8"* 3/8"* 3/8"* 3/8" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 1" 1" 1" 11/2" DIM. B REVEAL WIDTH 1/2" 3/4" 1" 11/2" 3" 1/2" 3/4" 1" 11/2" 2" 3" 4" 1/2" 3/4" 1" 11/2" 2" 21/2" 3" 4" 6" 1/2" 3/4" 1" 11/2" 2" 21/2" 3" 4" 6" 3/4" 1" 3" 11/2" * For one-coat stucco systems NON-VENTED PCS-375-50 PCS-375-75 PCS-375-100 PCS-375-150 PCS-375-300 DCS-50-50 DCS-50-75 DCS-50-100 DCS-50-150 DCS-50-200 DCS-50-300 DCS-50-400 DCS-625-50 DCS-625-75 DCS-625-100 DCS-625-150 DCS-625-200 DCS-625-250 DCS-625-300 DCS-625-400 DCS-625-600 PCS-75-50 PCS-75-75 PCS-75-100 PCS-75-150 PCS-75-200 PCS-75-250 PCS-75-300 PCS-75-400 PCS-75-600 PCS-100-75 PCS-100-100 PCS-100-300 PCS-150-150 NUMBER VENTED PCS-375-V-50 PCS-375-V-75 PCS-375-V-100 PCS-375-V-150 PCS-375-V-300 DCS-50-V-50 DCS-50-V-75 DCS-50-V-100 DCS-50-V-150 DCS-50-V-200 DCS-50-V-300 DCS-50-V-400 DCS-625-V-50 DCS-625-V-75 DCS-625-V-100 DCS-625-V-150 DCS-625-V-200 DCS-625-V-250 DCS-625-V-300 DCS-625-V-400 DCS-625-V-600 PCS-75-V-50 PCS-75-V-75 PCS-75-V-100 PCS-75-V-150 PCS-75-V-200 PCS-75-V-250 PCS-75-V-300 PCS-75-V-400 PCS-75-V-600 PCS-100-V-75 PCS-100-V-100 PCS-100-V-300 PCS-150-V-150 Reveals and Moldings "F" Reveal Molding PRODUCT DETAIL : Full Scale INSTALLATION DETAIL : Cross Section USAGE Fry Reglet "F" Reveal Molding is used to form a reveal where plaster terminates against sill, soffit, jamb, window, ceiling or other finish materials. Available vented for air movement when used in soffit applications. Can be radiused and fabricated into intersections with many other, dissimilar Fry Reglet profiles. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet "F"orporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, clear anodized finish, unless otherwise specified. "F" REVEAL MOLDING SIZES DIM. A REVEAL DEPTH 3/8" 1/2" 5/8" 5/8" 5/8" 5/8" 5/8" 3/4" 3/4" 3/4" 3/4" 3/4" DIM. B REVEAL WIDTH NON-VENTED NUMBER VENTED 1/2" 3/4" 3/4" 1" 1 1/2" 2 1/2" 3" 1/2" 3/4" 1" 1 1/2" 2" FDM-375-50 FDM-50-75 FDM-625-75 FDM-625-100 FDM-625-150 FDM-625-250 FDM-625-300 FPM-75-50 FPM-75-75 FPM-75-100 FPM-75-150 FPM-75-200 - FDM-50-V-75 FDM-625-V-75 FDM-625-V-100 FDM-625-V-150 FDM-625-V-250 FDM-625-V-300 FPM-75-V-50 FPM-75-V-75 FPM-75-V-100 FPM-75-V-150 FPM-75-V-200 Reveals and Moldings Drip Screed PRODUCT DETAIL : Full Scale INSTALLATION DETAIL : Cross Section USAGE Fry Reglet Drip Screed neatly joins soffit and fascia while providing a drip joint to prevent water stains on soffit and vertical wall of building. Can be vented if air movement is required. Accommodates a 7/8" plaster fascia and soffit thickness of 7Ú8" or less (by trimming vertical leg on soffit side of molding). GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Drip Screed, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. DRIP SCREED SIZE NUMBER NON-VENTED DS-875-875 VENTED DS-875-V-875 "F" DRIP CAP PRODUCT DETAIL :INSTALLATION DETAIL : Cross Section 7/8" 3/4" Water 3/16" Resistant Barrier Metal Framing 3/4" Stucco 3/8" 1" 1/4" USAGE Fry Reglet “F” Drip Cap creates a horizontal reveal and provides an exterior drip cap over top edges of doors and windows. A screed point is provided for neatly stopping stucco above reveal. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet “F” Drip Cap, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with clear anodized finish, unless otherwise specified. 3/16" Approved Sheathing "F" Drip Cap Lathing Door or Window Header “F” DRIP CAP SIZE STUCCO DEPTH 3/4" REVEAL WIDTH NUMBER 3/4"2221 Fry Reglet Corporation, 1-800-237-9773, www.fryreglet.com Design Guide Edition 13 PB.7 PE.6 PERIMETER SOFFIT MOLDING PRODUCT DETAIL 1" 7/8" DIM A.DIM B. DIM C. USAGE INSTALLATION DETAIL Fry Reglet Perimeter Soffit Molding provides a reveal and venting capability for soffits and a screed point for applying stucco. Can be installed next to building exterior wall or against the inside of the fascia framing depending on choice of location of venting. GUIDE SPECIFICATION Where indicated on drawings, Fry Reglet Perimeter Soffit Molding, as manufactured by Fry Reglet Corporation, shall be installed. Aluminum shall be extruded alloy 6063 T5, with chemical conversion coating, clear anodized or other specified finish. Refer to finish section. SIZES* DIM B. STUCCO DEPTH 1/2 3/4 3/4 3/4 " " " " DIM. A REVEAL WIDTH 3" 2" 3" 4" DIM. C LEG WIDTH 1/2 " 3/16 3/16 3/16 " " " NUMBER WPM-50-V-300 1680-V WPM-75-V-300 WPM-75-V-400 *See page PJ-1 for data on number of vents and amount of vented area/sq. ft. Approved Sheathing Exterior Building Wall Stucco Vented Soffit Molding Lathing Water Resistant Barrier / Cross Section Metal Framing 112 || DESIGN GUIDE EDITION 17 2130 E 4th St 2/11/2025 CONCRETE DESIGN CRITERIA GENERAL CONCRETE MIX DESIGN STRUCTURAL STEEL REINFORCING STEEL CONCRETE SLAB ON GRADE STATEMENT OF SPECIAL INSPECTION AND STRUCTURAL TEST VERIFICATION AND INSPECTION TASK REQUIRED VERIFICATION AND INSPECTION OF SOILS CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED _X _X _X _X X _ _ _ X REFERENCE CBC REFERENCED STANDARDSPERIODICCONTINUOUSVERIFICATION AND INSPECTION REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION X _ X _ _X _X _X X a: a _X X X b: X _X X X X _ _ c: STRUCTURAL OBSERVATION NOTES PER CBC SECTION 1704.6 TABLE 1705.6 (CBC-2022) TABLE 1705.3 (CBC-2022) c _ _ _ _ _ _ _ _ _ X X X _ _ _ _ _ _X _ _X _ £ £ £ £ £ METAL STUDS POST-INSTALLED ANCHORS FOUNDATION STRUCTURAL GLUE LAMINATED TIMBER STRUCTURAL LUMBER CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X SD-0.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES DIGITAL SIGNATURE GENERAL NOTES 2130 E 4th St 2/11/2025 TABLE N5.4-1 (ANSI/AISC 360-16) INSPECTION TASKS PRIOR TO WELDING Inspection Tasks Prior to Welding QC QA P O P P O O O O O O O O O O O TABLE N5.6-2 (ANSI/AISC 360-16) INSPECTION TASKS DURING BOLTING Inspection Tasks During Bolting QC QA TABLE N5.6-3 (ANSI/AISC 360-16) INSPECTION TASKS AFTER BOLTING Inspection Tasks After Bolting QC QA P P O O O O O O O O TABLE N5.6-1 (ANSI/AISC 360-16) INSPECTION TASKS PRIOR to BOLTING Inspection Tasks Prior to Bolting QC QA O P O O O O O O O O P O O O TABLE J6-1 (ANSI/AISC 341-16) VISUAL INSPECTION TASKS PRIOR to WELDING QC QA TASK DOC.TASK DOC. O O VISUAL INSPECTION TASKS PRIOR TO WELDING -- -- P/O**O O O -- O O-- P/O**O-- TABLE J6-2 (ANSI/AISC 341-16) VISUAL INSPECTION TASKS DURING WELDING QC QA TASK DOC.TASK DOC.VISUAL INSPECTION TASKS DURING WELDING O O-- O O-- O O-- O O-- O O-- O O-- TABLE N5.4-2 (ANSI/AISC 360-16) INSPECTION TASKS DURING WELDING Inspection Tasks During Welding QC QA O O O O O O O O O O TABLE N5.4-3 (ANSI/AISC 360-16) INSPECTION TASKS AFTER WELDING Inspection Tasks After Welding QC QA O O P P P P P P P P P P P P P P _SPECIAL INSPECTION FOR BUCKLING-RESTRAINED BRACED FRAMES & COLLECTOR ELEMENTS TABLE 1705.2.2 REQUIRED VERIFICATION AND INSPECTION OF STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL VERIFICATION AND INSPECTION CONTINUOUS PERIODIC REFERENCED STANDARD X_Applicable ASTM Material Standards X_ X_ X_ AWS D1.3 AWS D1.4 ACI 318: Section 3.5.2 X _ X_ X _ SPECIAL INSPECTION FOR STEEL SPECIAL TRUSS MOMENT FRAMES & COLLECTOR ELEMENTS TABLE J7-3 (ANSI/AISC 341-16) INSPECTION TASKS AFTER BOLTING INSPECTION TASKS AFTER BOLTING QC QA TASK DOC.TASK DOC. P D P D TABLE J7-2 (ANSI/AISC 341-16) INSPECTION TASKS DURING BOLTING INSPECTION TASKS DURING BOLTING QC QA TASK DOC.TASK DOC. O -O - O -O - O -O - O -O - TABLE J7-1 (ANSI/AISC 341-16) INSPECTION TASKS PRIOR to BOLTING INSPECTION TASKS PRIOR to BOLTING QC QA TASK DOC.TASK DOC. O -O - O -O - O -O - P O O -O - TABLE J6-3 (ANSI/AISC 341-16) VISUAL INSPECTION TASKS AFTER WELDING QC QA TASK DOC.TASK DOC. O O VISUAL INSPECTION TASKS AFTER WELDING -- P P-- P PD D P PD D P PD D P P D- D D P PD D P P P P O O P P O O CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X SD-0.1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES DIGITAL SIGNATURE SPECIAL INSPECTION TABLES 2130 E 4th St 2/11/2025 48 10 12 11 14 1 13 16 6 37 9 TYPICAL REINFORCING WELDING TYP. REBAR, HOOK, BENT AND LAP SPLICE 2 5 CONCRETE SLAB EDGE DETAIL POUR-IN-PLACE RAMP DETAIL CONTROL JOINT DETAIL POUR-IN-PLACE RAMP DETAIL CONC. SLAB EDGE AT RAMP NEW TO EXISTING SLAB EXISTING FTG. TO NEW FTG. CONNECTION POUR-IN-PLACE CONCRETE WALL 15POST TO CONC. SLAB FLAG POLE DETAIL FOOTING DETAILS CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Oct. 18, 2024 RAFIK R.W .GERGES SD-1.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTALB A 2130 E 4th St 2/11/2025 48 10 12 11 14 113 16 6 7 9 5 - - - - - PLANTER DETAIL - - - - - 15- POUR-IN-PLACE CONCRETE WALL 2 POUR-IN-PLACE CONCRETE WALL 3 NEW TO EXISTING WALL & FOOTING - FOOTING DETAILS CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRUC TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 Nov. 13, 2024 RAFIK R.W .GERGES SD-1.1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTALA 10-17-242ND PLAN CHECK RESUBMITTALB 11-13-243RD PLAN CHECK RESUBMITTALC 2130 E 4th St 2/11/2025 DETAIL 12 DETAIL 1 PARTITION WALL DETAIL 2 DETAIL 3(PARTIAL HEADER DETAIL) WALL PARTITION BRACE LAYOUT (WALLS WITHOUT CEILING JOISTS) JOIST TO STUD DETAIL 5 4 DETAIL 68 DETAIL 7(DRY WALL CEILING) DETAIL 9 TYPICAL METAL STUD CONNECTION 10 11 U-SECTIONS CHANNEL 162 S-SECTIONS C-STUD / JOIST T-SECTIONS TRACK STYLE: 600 T F U S EXAMPLE: MEMBER DEPTH: S FLANGE WIDTH: F-SECTIONS FURRING CHANNEL 54- MATERICAL THICKNESS: DETAIL METAL STUDS TO WOOD STUDS CONNECTION CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Oct. 18, 2024 RAFIK R.W .GERGES SD-2.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 METAL STUD DETAILS 10-17-242ND PLAN CHECK RESUBMITTAL 2130 E 4th St 2/11/2025 610 12 14 15 16 17 18 19 20 21 11 3 27 8 4 DETAIL DETAIL 1 9 - DETAIL WOOD FLOOR BLOCKING FOR METAL STUD WALL ABOVE CANOPY DETAIL PARAPET DETAIL TYP. ROOF OPENING DETAIL CANOPY DETAIL AT (E) WALL PARAPET DETAIL CONNECTION DETAIL HSS BM TO HSS BM. CONN. AB FOR SIZE SEE PLANS D C SIMPSON "CCT" WOOD POST WOOD BEAM SEE PLAN FOR SIZE SEE PLANS SIMPSON "ECCLL" WOOD POST WOOD BEAM SEE PLAN FOR SIZE SEE PLANS WOOD BEAM SEE PLAN SIMPSON "CC" WOOD POST WOOD POST FOR SIZE SEE PLANS SIMPSON "ECC" WOOD BEAM SEE PLAN WOOD POST TO WD. BEAM CONN. - 7 - AT END SEE PLAN 3/4" DIA. W.S. @ 12" O.C. 2x STUDS @ 16" O.C. TUBE COLUMN SEE PLAN TUBE COLUMN AT CORNER AT INTERSECTION 3/4" DIA. W.S. @ 12" O.C. 5 12" O.C. 2 -2 x STUDS @ 16" O.C. 2 x STUDS TYPICAL NOTE: TYPICAL STUD CONNECTION WOOD STUD TO STEEL COLUMN OR 3 x AT PLYWOOD SHEAR WALLS CEILING W/ FLOOR NOTE: SPAN 6'-0" 8'-0" 4'-0" CEILING AND ROOF 4 x 12 OR 6 x 10 4 x 14 OR 6 x 12 4 x 8 OR 6 x 6 CEILING ONLY 4 x 6 4 x 8 4 x 4 HEADER, SEE ON PLAN SCHEDULE U.N.O. OPEN SPAN 12'-0"4 x 16 OR 6 x 144 x 12 HEADER SCHEDULE 6 x 12 5 1/8 x 12 GLB 5 1/8 x 15 GLB 5 1/8 x 18 GLB FIN FLR. SECTION @ WALL PERP. TO JOISTS (N) METAL STUD WALL FOR STUD & TRACK SIZE SEE DETAIL #10 S.D.S. x3" LONG @ 16" O.C., SCREWS SHALL FIN. FLR. SECTION @ WALL PARALLEL TO JOISTS DRIVE INTO JOIST TOP CHORD NOTE: 1. FASTENER CONDITION APPLIES TO 4", 6" AND 8" THICK WALLS - CANOPY DETAIL AT (E) WALL SECTION @ WALL PARALLEL TO JOISTS SECTION @ WALL PERP. TO JOISTS PARAPET DETAIL - WOOD POST WHERE OCCURS MISCELLANEOUS FRAMING DETAILS CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Oct. 18, 2024 RAFIK R.W .GERGES SD-3.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTALB A 2130 E 4th St 2/11/2025 A 6T-BAR CEILING DETAIL 4WIRE LOCATION 2- 5WIRE AT METAL STUDS 3WIRE AT RAFTERS7- 1T-BAR CEILING STRUT DETAIL & SCHED. 11SOFFIT DETAL 12FULL HEIGHT WALL DETAILS METAL STUD BLOCKING STEEL STRAPPING SPACED PER STUD MANUFACTURER RECOMMENDATIONS GA P 1" 25 GA. BLOCKING & GYPBOARD AT 24" O.C. TRACK TO BLOCKING WITH VERTICAL SLOTTED 3" DEEP 16 GA. CONT. TRACK HOLES WITH 2-#8 SCREWS DEEP TRACK GA P 1" REQUIRED FOR FIRE WALL FOR GYPBOARD #6 SCREWS #8 SCREWS 2 PER STUDS W/ FOR FINISH SEE ARCHT'L DWG. ROOF (E) RAFTERS WASHER AS REQUIRED METAL STUD BLOCKING STEEL STRAPPING SPACED PER STUD MANUFACTURER RECOMMENDATIONS #8 SCREWS TO BLOCKING B A (E) RAFTERS (E) 2 x SUB-PURLINS #8 SCREWS 2 PER STUDS W/ WASHER AS REQ'D AT EACH STUD TRACK W/ VERT. SLOTTED 3" DEEP 16 GA. CONT. HOLES WITH 2-#8 SCREWS (E) PURLING OR GIRDER PL 4" WIDE x 1/4" THK @ 4'-0" O.C. 1/8 4 1/8 4 3/16 4 (E) BARJOIST CL OF 1A T-BAR CEILING GA P 1" #8 SCREWS TO BLOCKING METAL STUD BLOCKING STEEL STRAPPING SPACED PER STUD MANUFACTURER RECOMMENDATIONS C D (E) BARJOISTCL OF 1A GA P 1" 8- 9- 10- CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROFE SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES SD-4.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 T-BAR CEILING DETAILS DIGITAL SIGNATURE 2130 E 4th St 2/11/2025 -- -- -- 4--- -- -- -- -- -- 2MECHANICAL PLATFORM DETAIL -- -- -- -- -- -- 3EXHAUST FAN DETAIL 2 x 6 PURLIN PURLIN 2 x 6 2 x 6 2 x 6 A PLAN (E) 4x PURLIN V.I.F. 2 x RAFTER -- CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROFE SSIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES SD-5.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 ROOF DETAILS 08-15-24PLAN CHECK RESUBMITTAL DIGITAL SIGNATURE 2130 E 4th St 2/11/2025 up up ELEV D R I V E W A Y dn dn dn dn NFOUNDATION AND FIRST FLOOR INTERIOR WALLS PLAN SCALE: 1/8" = 1'-0" FOUNDATION NOTES: LEGEND: NOTE: FOUNDATION PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Oct. 18, 2024 RAFIK R.W .GERGES ST-1.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTAL 2130 E 4th St 2/11/2025 dn dn open to below NSECOND FLOOR - FLOOR FRAMING AND INTERIOR WALLS PLAN SCALE: 1/8" = 1'-0" NOTE: SECOND FLOOR - INTERIOR WALLS PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 Oct. 18, 2024 RAFIK R.W .GERGES ST-1.1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTAL 2130 E 4th St 2/11/2025 dn dn open to below NSECOND FLOOR - REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES F5 F5 (E)C (E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)C F5 F5 F5 F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 LEGEND: NOTE: LEGEND: SECOND FLOOR - REFLECTED CEILING PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF CA LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES ST-1.2 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL DIGITAL SIGNATURE 2130 E 4th St 2/11/2025 NPARTIAL ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" open to below MECH. UNIT SCHEDULE LEGENDS PARTIAL ROOF FRAMING PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 Sep. 06, 2024 RAFIK R.W .GERGES ST-2.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T NOT FOR CONSTRUCTION 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL DIGITAL SIGNATURE 2130 E 4th St 2/11/2025 SY M B O L S E-0.1 MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: T ELECTRICAL SYMBOLS J J J J PNL # EF # S1 # SHEET # # M OS OS J EF M F LIGHTING FIXTURE SCHEDULE TYPE FIXTURE MANUFACTURE RATED VOLTAGE WATTS LAMP LIGHTING FIXTURE DESCRIPTION A SYMBOL TABLE OF CONTENTS SCOPE OF WORK AE B C X SD QTY ABBREVIATIONS S1 2130 E 4th St 2/11/2025 MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: IN D O O R T I T L E - 2 4 E-0.2 2130 E 4th St 2/11/2025 EL E V DIST DB1 DB2 UG P S M/ M DIST CC LA A AA 1 LO B B Y BB B LB PP2 DI S T T DB3 1 MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: SI N G L E L I N E D I A G R A M & P A N E L S C H E D U L E S E-1.0 TRANSFORMER SCHEDULE SINGLE-LINE DIAGRAM 1ST FLOOR POWER A EXISTING ELECTRICAL ROOM SCALE 1/4" = 1'-0"1 SINGLE-LINE DIAGRAM KEYED NOTES 1 ELECTRICAL ROOM KEYED NOTES 1 SINGLE-LINE DIAGRAM GENERAL NOTES 100K (E) - EXISTING TO REMAIN / (R) - EXISTING TO BE RELOCATED / (D) - DEMO ALL EQUIPMENT SHOWN IN BOLD IS NEW ALL EQUIPMENT SHOWN IN GRAY OR LABELED (E) IS EXISTING PROVIDE LOCKOUT DEVICE FOR MAIN BREAKER AND FEEDER BREAKERS. M T-ACC. 1 T-5 (EXISTING) MAIN SWITCHBOARD "MS", 1600A BUS, 480/277V, 3Ø, 4W, 65K AIC 2ND FLOOR POWER B PANEL INDEX - - -- - - -(E) A (E) AA - (E) LB (E) BB 1 2130 E 4th St 2/11/2025 new patio area 1 RE S T R O O M 10 6 10 7 RE S T R O O M 10 3 OF F I C E 10 2 OF F I C E 10 8 11 1 1 up up ELEV new patio area OF F I C E ST O R A G E 11 3 ST O R A G E 11 2 RE S T R O O M 10 6 RE S T R O O M 10 7 RE S T R O O M 10 3 OF F I C E 10 2 OF F I C E 10 8 OF F I C E 10 9 OF F I C E 11 0 OF F I C E 11 1 LO B B Y 10 1 OP E N OF F I C E 10 4 (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O P E N O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) S T O R A G E (E ) U T I L I T Y GENERAL NOTES FIRST FLOOR LIGHTING SCALE 1/8" = 1'-0" 1 SYMBOLS EF KEY PLAN N.T.S.- SD 1 KEYED NOTES ALL TICK ( ) MARKS TO BE CONSIDERED #12 IN A 3/4" C. UNLESS OTHERWISE NOTED (E) - EXISTING TO REMAIN / (R) - EXISTING TO BE RELOCATED / (D) - DEMO ALL EQUIPMENT SHOWN IN BOLD IS NEW ALL EQUIPMENT SHOWN IN GRAY OR LABELED (E) IS EXISTING MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: PA T I O A N D C O U R T Y A R D P L A N E-3.0 FIRST FLOOR LIGHTING SCALE 1/8" = 1'-0"2 LEGEND E-2.0 1 & 3 E-2.0 2 & 4 NOT A PART OF JOB SCOPE 2130 E 4th St 2/11/2025 up D OS DD OS OS OS OS PPNPPN OS OS D 34 A 11 C 34 AE D OS 4 X J 1 up ELEV RE S T R O O M 10 3 OF F I C E 10 2 OF F I C E 10 8 OF F I C E 10 9 OF F I C E 11 0 OF F I C E 11 1 LO B B Y 10 1 OP E N OF F I C E 10 4 (E ) O F F I C E (E ) O F F I C E OS OS OS OS D D OS 11 C 34 AE 34 A D 33 B J 1 up ELEV RE S T R O O M 10 3 OF F I C E 10 2 OF F I C E 10 8 OF F I C E 10 9 OF F I C E 11 0 OF F I C E 11 1 LO B B Y 10 1 OP E N OF F I C E 10 4 (E ) O F F I C E (E ) O F F I C E 1 FC F J PPR EF 1 EF EF 5 EF SMSMAAA 3 3 4 up OF F I C E ST O R A G E 11 3 ST O R A G E 11 2 RE S T R O O M 10 6 RE S T R O O M 10 7 (E ) O F F I C E (E ) O F F I C E PPR J 2 FC F 2 SM 4 up up ELEV new patio area OF F I C E ST O R A G E 11 3 ST O R A G E 11 2 RE S T R O O M 10 6 RE S T R O O M 10 7 RE S T R O O M 10 3 OF F I C E 10 2 OF F I C E 10 8 OF F I C E 10 9 OF F I C E 11 0 OF F I C E 11 1 LO B B Y 10 1 OP E N OF F I C E 10 4 (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O P E N O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) O F F I C E (E ) S T O R A G E (E ) U T I L I T Y GENERAL NOTES FIRST FLOOR LIGHTING SCALE 1/8" = 1'-0" 1 FIRST FLOOR POWER SCALE 1/8" = 1'-0"3 SYMBOLS EF KEY PLAN N.T.S.- SD 1 KEYED NOTES 2 3 4 ALL TICK ( ) MARKS TO BE CONSIDERED #12 IN A 3/4" C. UNLESS OTHERWISE NOTED (E) - EXISTING TO REMAIN / (R) - EXISTING TO BE RELOCATED / (D) - DEMO ALL EQUIPMENT SHOWN IN BOLD IS NEW ALL EQUIPMENT SHOWN IN GRAY OR LABELED (E) IS EXISTING MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: OF F I C E P L A N - 1 S T F L O O R E-3.0 FIRST FLOOR LIGHTING SCALE 1/8" = 1'-0" 2 FIRST FLOOR POWER SCALE 1/8" = 1'-0"4 DESCRIPTIONPRODUCT #SYMBOL BILL OF MATERIAL OS LINE VOLTAGE OS OS OS PPR PPN D D D D OS OS OPS OPS LOS LOS P20 P16 N-LIGHT PRODUCT #SYMBOL DESCRIPTION OS D PPD PPE PPED OS S OPS QTY QTY LEGEND E-3.0 1 & 3 E-3.0 2 & 4 MECH EQ. NOTESWATTFLAMOCPMCAUNITSV/P MECH EQUIP. SCHEDULE H/P FUSE SIZE DISC. SWITCH B B NOT A PART OF JOB SCOPE A A C A C C D D 2130 E 4th St 2/11/2025 dn LOBBY 205 UNISEX RESTROOM 201 OFFICE 202 J PPR J PPR EF 2 EF SM 2 SM BB LB 3 dn dn open to below OFFICE 214 OFFICE 215 WOMENS RESTROOM 204 203 MENS RESTROOM OFFICE 213 OFFICE 216 OFFICE 212 LOBBY 205 UNISEX RESTROOM 201 OFFICE 202 LB dn open to below OFFICE 214 OFFICE 215 WOMENS RESTROOM 204 203 MENS RESTROOM OFFICE 213 OFFICE 216 OFFICE 212 3 FC F J J J J J PPR PPR PPR PPR PPR 4 dn open to below D D D D D OS OS OS OS OS OS OS OS D DD OS OS OS OS PPNPPN OS 34 AE 34 AE 11 C 34 A 4 X dn D OS OS OS OS D 34 A 34 AE 33 B 4 X J 1 GENERAL NOTES MEZZANINE LIGHTING SCALE 1/8" = 1'-0"2 SYMBOLS EF KEY PLAN N.T.S.- SD KEYED NOTES ALL TICK ( ) MARKS TO BE CONSIDERED #12 IN A 3/4" C. UNLESS OTHERWISE NOTED (E) - EXISTING TO REMAIN / (R) - EXISTING TO BE RELOCATED / (D) - DEMO ALL EQUIPMENT SHOWN IN BOLD IS NEW ALL EQUIPMENT SHOWN IN GRAY OR LABELED (E) IS EXISTING MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: E-3.1 MEZZANINE LIGHTING SCALE 1/8" = 1'-0" 1 MEZZANINE POWER SCALE 1/8" = 1'-0" 4MEZZANINE POWER SCALE 1/8" = 1'-0" 3 SEE SHEET E-2.0 FOR BOM QUANTITY DESCRIPTIONPRODUCT #SYMBOL BILL OF MATERIAL OS LINE VOLTAGE OS OS OS PPR PPN D D D D OS OS OPS OPS LOS LOS P20 P16 N-LIGHT PRODUCT #SYMBOL DESCRIPTION OS D PPD PPE PPED OS S OPS E-3.1 1 & 3 E-3.1 2 & 4 LEGEND MECH EQ. NOTESWATTFLAMOCPMCAUNITSV/P MECH EQUIP. SCHEDULE H/P FUSE SIZE DISC. SWITCH B B NOT A PART OF JOB SCOPE A A C C D OF F I C E P L A N - 2 N D F L O O R 1 2 3 4 2130 E 4th St 2/11/2025 dn dn open to below EF EF 4 EF 3 EF 1 CU 2 CU 3 CUF F F SM SM J J 2 2 1 1 1 1 KEYED NOTES GENERAL NOTES 2 A MECH EQ. NOTESWATTFLAMOCPMCAUNITSV/P MECH EQUIP. SCHEDULE HP FUSE SIZE DISC. SWITCH A A B B A B ALL TICK ( ) MARKS TO BE CONSIDERED #12 IN A 3/4" C. UNLESS OTHERWISE NOTED (E) - EXISTING TO REMAIN / (R) - EXISTING TO BE RELOCATED / (D) - DEMO ALL EQUIPMENT SHOWN IN BOLD IS NEW ALL EQUIPMENT SHOWN IN GRAY OR LABELED (E) IS EXISTING LEGEND SM MA M M O T H E L E C T R I C , I N C . PA / PM: DRAWN BY: JOB NO.: DA T E RE M A R K S DA T E RE M A R K S OL I V E C R E S T I M P R O V E M E N T S 21 3 0 E . 4 T H S T # 2 0 0 SA N T A A N A , C A 9 2 7 0 5 DESIGN/BUILD NOTES: ROOF PLAN 1 RO O F P L A N E-4.0 NO J-BOXES TO BE INSTALLED ABOVE OFFICE SPACE. 2130 E 4th St 2/11/2025 APPROVED ISOLATION FOR EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH APPLICABLE MANUFACTURER'S RECOMMENDATION. MAINTENANCE LABEL WILL BE AFFIXED TO MECHANICAL EQUIPMENT AND A MAINTENANCE MANUAL SHALL BE PROVIDED FOR THE OWNERS USE. ALL MANUAL VOLUME DAMPERS (M.V.D.) SHALL BE PROVIDED WITH A RED TAG. MANUAL VOLUME DAMPERS (M.V.D.) HANDLES SHALL BE LOCATED ON THE UNDERSIDE OF DUCTS FOR EASY ACCESS. APPROVED FIRE DAMPERS (A.F.D.) SHALL BE INSTALLED IN ACCORDANCE WITH ALL STATE AND/OR LOCAL CODES. CORRIDORS SHALL NOT BE USED TO CONVEY AIR TO OR FROM ROOMS IF THE CORRIDOR IS REQUIRED TO BE OF FIRE-RESISTIVE CONSTRUCTION. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL FINISHED OPENINGS FOR DUCTOWRK PENETRATING WALLS AND NOT REQUIRING FIRE DAMPERS SHALL BE WITHIN 1/4" PER SIDE OF THE DUCTWORK. THE GENERAL CONTRACTOR SHALL INSURE THAT ALL FINISHED OPENINGS FOR INSULATED PIPING PENETRATING RATED WALLS SHALL BE WITHIN 3/8" PER SIDE OF THE PIPING THE PLUMBING CONTRACTOR SHALL NOT RUN ANY PIPING INCLUDING CONDENSATE PIPING IN SUCH A MANNER AS TO PREVENT REMOVAL OF SERVICE PANELS OR FILTERS OR READING OF DATA PLATES OR TAGS. ITEMS FURNISHED AND INSTALLED BY THE MECHANICAL CONTRACTOR. ITEMS FURNISHED, INSTALLED AND WIRED BY THE ELECTRICAL CONTRACTOR. ITEMS FURNISHED BY THE MECHANICAL CONTRACTOR, WIRED AN INSTALLED BY THE ELECTRICAL CONTRACTOR. DUCT DIMENSIONS ARE NET INTERNAL, EXCEPT AS NOTED LINE (L). ALL SUPPLY AND RETURN AIR DUCTWORK EXPOSED TO WEATHER SHALL BE LINED WITH TWO INCH (2") INSULATION ON ALL SIDES, WITH JOINTS TO BE SEALED AS REQUIRED. ALL LINED (L) DUCT DIMENSIONS ARE SHEET METAL DIMENSIONS (O.D.) THERMOSTATS AND HUMIDISTATS SHALL BE LOCATED FOUR FOOT, ZERO INCHES (4'-0") ABOVE THE FINISHED FLOOR OR AT THE SAME HEIGHT OF ADJACENT ELECTRCIAL SWITCHES THE ELECTRICAL CONTRACTOR SHALL NOT PLACE SWITCHES, DISCONNECTS, OR CONDUIT RUNS IN SUCH A MANNER AS TO PREVENT REMOVAL OF SERVICE PANELS OR FILTERS OR READING OF DATA PLATES OR TAGS. ALL FINAL CONNECTIONS TO THE EQUIPMENT ARE TO BE OF FLEXIBLE WEATHERPROOF CONDUIT TO MEET UNIFORM BUILDING CODES. AUTOMATIC CLOCKS AND BYPASS TIMERS SHALL BE LOCATED AS TO CONFORM TO JOB CONDITIONS. THE ELECTRICAL CONTRACTOR IS TO MAKE CONNECTIONS TO DEVICES FOR THE AUTOMATIC CONTROL OF THE HEATING, VENTILATING, AND AIR CONDITIONING, AND EXHAUST SYSTEM INCLUDING AUTOMATIC VALVES AND COMPONENTS WHICH ARE A PART OF THE AIR CONDITIONING PIPING SYSTEMS. REFER TO MANUFACTURER'S MANUAL FOR RECOMMENDED FUSE AND WIRE SIZE. NOT AN INTEGRAL PART OF THE AIR CONDITIONING EQUIPMENT ARE TO BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. THE ELECTRICAL CONTRACTOR TO FURNISH AND INSTALL LINE VOLTAGE CONDUIT AND WIRING AND LOW VOLTAGE CONDUIT. ALL WORK AND EQUIPMENT SHALL CONFORM WITH THE LATEST APPLICABLE CODES. ALL FIELD CONDITIONS AND JOB SITE DIMENSIONS ARE TO BE VERIFIED PRIOR TO THE COMMENCEMENT OF WORK. ALL WORK SHALL BE COORDINATED WITH OTHER TRADES. ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE SEALED WITH GLENCOTE OR APPROVED SEALANT AT ALL EXTERIOR SEAMS. THE LOCATIONS OF ALL PENETRATIONS SHALL BE COORDINATED WITH THE ARCHITECTURAL AND/OR STRUCTURAL DRAWINGS. THE LOCATIONS OF ALL GRILLES AND REGISTERS SHALL BE COORDINATED WITH THE ARCHITECTURAL DRAWINGS. VERTICAL DUCT FROM UNIT TO FIRST 90° ELBOW AT BOTTOM TO BE PRE-INSULATED GALVANIZED SPIRAL DUCT. NOTES -MISCELLANEOUS NOTES -DUCTWORK E NOTES -ELECTRICAL M E M LINE VOLTAGE WIRING LOW VOLTAGE WIRING THE PLUMBING CONTRACTOR SHALL PROVIDE ALL CONDENSATE PIPING INCLUDING FINAL CONNECTIONS TO HVAC UNITS. THE GENERAL CONTRACTOR SHALL PROVIDE THE NECESSARY CUTTING, PATCHING, FURRING, FLASHING AND FINAL PAINTING. THE GENERAL CONTRACTOR SHALL PROVIDE ALL PLATFORMS FOR THE MECHANICAL EQUIPMENT. NOTES -GENERAL AND PLUMBING CONTRACTORS ALL ROOF OPENING DIMENSIONS ARE FINISHED DIMENSIONS. THE GENERAL CONTRACTOR SHALL CUT OPENINGS TO ACCOMMODATE FRAMING MATERIAL. THE GENERAL CONTRACTOR SHALL REMOVE ALL OBSTRUCTIONS TO THE PASSAGE OF DUCTWORK AND EQUIPMENT. THE GENERAL CONTRACTOR SHALL PROVIDE CODE APPROVED ROOF ACCESS ALL SUPPLY AND RETURN AIR DUCTWORK SHALL BE INSULATED WITH MINIMUM R-VALUES AS FOLLOWED: VENTILATED ATTIC SPACES -R-6 UNVENTED ATTICS ABOVE INSULATED CEILINGS -R-6 UNVENTED ATTICS W/ ROOF INSULATION -R-4.2 UNCONDITIONED SPACES -R-8 INDIRECTLY CONDITIONED SPACES -NO INSULATION REQUIRED BURIED -R-4.2 ALL FLEX DUCT TO BE 5'-0" MAXIMUM LENGTH BETWEEN DUCTWORK AND REGISTER. SYMBOL / ABRV NOTE: NOT ALL SYMBOLS MAY BE USED. SUPPLY DIFFUSER TAG - SEE SCHEDULE AIRFLOW (CFM) ACCESS DOOR TYPE CFM BALANCING DAMPER FIRE - SMOKE/FIRE DAMPER TAG - SEE SCHEDULEA DUCT SMOKE DETECTORSD TYPE MARK MECHANICAL EQUIPMENT TAG TAG - SEE SCHEDULE - TYPE UNIT NUMBER WEIGHT IN POUNDS # M- CALL OUT DETAIL TAG DETAIL # SHEET # RETURN GRILLE TAG - SEE SCHEDULE AIRFLOW (CFM) EXHAUST GRILLE TAG - SEE SCHEDULE W"xL"TAG - ACCESS DOOR SIZE IN INCH DUCT SIZING W"xH"(L) W"xH" W"xH"(E) T CO THERMOSTAT CARBON MONOXIDE DETECTOR P POWER CONNECTION D CONDENSATE DRAIN CONNECTION C CONTROLS CONNECTION G GAS CONNECTION EA EXHAUST AIR RA RETURN AIR SA SUPPLY AIR UTR UP THRU ROOF SFD SMOKE FIRE DAMPER CFM CUBIC FEET PER MINUTE BOD BOTTOM OF DUCT ELEVATION EF EXHAUST AIR FAN SF SUPPLY AIR FAN RF RETURN AIR FAN H HUMIDITY SENSOR RTU ROOF TOP UNIT CHWS CHILLED WATER SUPPLY CHWR CHILLED WATER RETURN HWS HOT WATER SUPPLY HWR HOT WATER RETURN CWS CONDENSER WATER SUPPLY CWR CONDENSER WATER RETURN POC POINT OF CONNECTION UC UNDERCUT DOOR MANUAL OSA OUTSIDE AIR TS TEMPERATURE SENSOR C/L CENTERLINE AFF ABOVE FINISH FLOOR 000# AIR DAMPER MOTORIZEDM DESCRIPTION _"Ø ROUND DUCT DIAMETER SIZE IN INCH RECTANGLE SIZE IN INCH RECTANGLE SIZE IN INCH (WITH INTERNAL LINER) RECTANGLE SIZE IN INCH (EXISTING) TYPE CFM TYPE CFM WEF WAREHOUSE EXHAUST FAN MECHANICAL LEGEND AIRFLOW (CFM) LV LOW VOLTAGE CONNECTION SECURE STRAP/WIRE ROPE TO STRUCTURE ABOVE (PER SMACNA) SQUARE-TO-ROUND ADAPTER (AS NEEDED) GLASS/SOUND FLEX MAX. 5'-0" COLLAR CONNECTION WITH MANUAL VOLUME DAMPER (M.V.D.) AS SHOWN ON PLANS T-BAR CEILING T-BAR GRILLE SQUARE-TO-ROUND ADAPTER HARD LID CEILING SURFACE MOUNT GRILLE O.B.D. DAMPER AS SHOWN ON SCHEDULE SECURE STRAP FROM GRILLE TO 18 GA. WIRE TO STRUCTURE ABOVE 1-1/2" WIDE x 22 GA(MIN) STRAP SECURED TO COLLAR W/ (1) #10 SHEET METAL SCREW PER SIDE 18 GA. WIRE TO STRUCTURE ABOVE - EF E 115/1/60 (TYP. OF EF 1-4) INTERLOCKED W/ LIGHT SWITCH BY ELECTRICAL CONTRACTOR - EF 115/1/60 CONTINUOUS OPERATION E M M EF-5 ~~ 3/4" COND. DRAIN LINE W/ P-TRAP (BY OTHERS) (L) 3/8" DIA. (TYP.) LINED SUPPLY AIR PLENUM FLEX. DUCT CONN. COOLING COIL SECTION OR SIDE ACCESS R.A. FILTER WITH BOTTOM 1" 1" FC - THREADED STEEL ROD SUPPORT AIRCRAFT CABLE LINED RETURN AIR PLENUM O.S.A. DUCT 3/8" WASHER & NUT, EACH SIDE OF FCU HANGING BRACKET (TYP. 4) 3/8" WASHER & NUT, EACH SIDE OF 1-1/4"X1-1/4" ANGLE (TYP. 4) - SMOKE DETECTOR 166 12 R C Y CR G M 208/1/60 E FC 1 SYSTEM SENSOR MODEL SD OR EQUAL SMOKE DETECTORS SERVING COMMON AREAS SHALL BE INTERCONNECTED FOR COMMON SHUTDOWN UPON DETECTION OF SMOKE. M TO RESPECTIVE SMOKE DETECTOR FROM EACH UNIT. SMOKE DETECTORS TO BE DAISY CHAINED TOGETHER. 115/1/60 E VENSTAR T2050 THERMOSTAT BPT (ELECTRICAL CONTRACTOR TO SUPPLY VERTICAL SINGLE GANG BOX C NC M G D - CR Y 460/3/60 E X OE CU M D OPENING FRAMING AS NEEDED. (BY OTHERS) ROOFING BY OTHERS ROOF C CURB I.D. & OPENING EXHAUST FAN BASE SECURED TO CURB BY #14 x 3" SCREW W/ NEOPRENE WASHER B CURB O.D. A CURB CAP (FAN BASE) MANUFACTURES ROOF CURB C ROOF OPNG B CURB O.D. CANT (BY OTHERS) #14 X 3" SCREW. MIN. 2 PER SIDE. MAX 12" O.C. SECURE DAMPER TO DUCT W/ SHEET METAL SCREWS BACKDRAFT DAMPER (B.D.D.) AS NOTED ON PLANS. E D EF-3 & 4 MARK EDCBA 19"17.5"14"23.7"24.4" ACCESS DOOR MIN. 8" NOTES: 1. MOUTING ANGELS SHALL BE 1-1/2" X 1-1/2" 16 GAGE IN. FASTENED WITH NO. 10 SCREWS 8" ON CENTER. 2. GENERAL CONTRACTOR SHALL COORDINATE CEILING ACCESS DOORS AS REQUIRED TO ACCESS DAMPER ACCESS DOORS IN DUCT. 3. ACCESS DOOR SHALL BE PROVIDED IN DUCT AND SHALL BE OF ADEQUATE SIZE AND LOCATION TO PERMIT MAINTENANCE AND RESETTING OF DAMPER. 4. PROVIDE COMPLETE WITH SMOKE DETECTOR AND PRE-WIRED. 5. ASSEMBLY REQUIRES 120 VOLT CONNECTION BY ELECTRICAL CONTRACTOR FOR ACTUATOR POWER CLEARANCE OF 1/8" PER LINEAR FT. BETWEEN WALL OPENING AND SLEEVE (TYP.) Air Flow MIN. 3" 1" MIN. OVERLAP ON ALL SIDES OF DAMPER (TYP.) FUSIBLE ROD AUXILIARY OPERATING JACK SHAFT DAMPER FRAME SLEEVE CONCRETE, WOOD, MASONRY OR STEEL STUD PARTITION SD DUCT CONNECTION -"S" TYPE BREAK AWAY JOINT ELECTRIC ACTUATOR W/ S.D. PROVIDED SMOKE/FIRE DAMPER SPECIFICATION: ALL SMOKE/FIRE DAMPERS SHALL BE U.L. LABEL AND LISTED. ALL FIRE DAMPERS SHALL BE INSTALLED PER U.L. LISTING NO. R-555 OR CALIFORNIA STATE FIRE MARSHAL MATERIAL LISTING NO. 3225 WHICH EVER PREVAILS. GREENEHCK OR APPROVED EQUAL. NTS 1NOTES SHEET LIST SHEET NUMBER SHEET NAME M-1 NOTES AND EQUIPMENT SCHEDULES M-2 CAL-GREEN NOTES M-3 1ST FLOOR PLAN M-4 2ND FLOOR PLAN M-5 ROOF PLAN M-6 TITLE 24 M-7 TITLE 24 EQUIPMENT SCHEDULE - CONDENSING UNIT TYPE MARK MANUFACTURER MODEL NOMINAL CAPACITY ELECTRICAL EER HSPF LOCATION AREA SERVED WEIGHT COMMENTSCOOLING HEATING VOLTAGE PHASE HZ FLA MCA MOCP CU 1 LENNOX ML14XP1-060-463 60,000 60,000 460 3 60 9 10 12 8.2 ROOF PLAN 1ST FLOOR 295 CU 2 LENNOX ML14XP1-036-463 36,000 36,000 460 3 60 8 10 12 8.2 ROOF PLAN 1ST FLOOR 229 CU 3 LENNOX ML14XP1-048-463 48,000 48,000 460 3 60 8 10 11.7 8.2 ROOF PLAN 2ND FLOOR 273 EQUIPMENT SCHEDULE - FAN COILS TYPE MARK MANUFACTURER MODEL CFM S.P. (IN H2O) ELECTRICAL OSA LOCATION AREA SERVED FILTER WEIGHT COMMENTSVOLTAGE PHASE HZ FLA MCA MOCP QTY. SIZE TYPE FC 1 LENNOX CBA25UH-060 2,000 0.50 208 1 60 7.6 9 15 150 CEILING 1ST FLOOR MERV13 190 W/ SMOKE DETECTOR FC 2 LENNOX CBA25UH-036 1,200 0.50 208 1 60 2.0 5 15 150 CEILING 1ST FLOOR MERV13 169 W/ SMOKE DETECTOR FC 3 LENNOX CBA25UH-048 1,600 0.50 208 1 60 7.6 9 15 200 CEILING 2ND FLOOR MERV13 179 W/ SMOKE DETECTOR EQUIPMENT SCHEDULE - EXHAUST FANS TYPE MARK MANUFACTURER MODEL CFM S.P. (IN H20) FAN MOTOR LOCATION AREA SERVED WEIGHT COMMENTSTYPE DRIVE TYPE RPM VOLTAGE PHASE HZ HP RPM EF 1 GREENHECK SP-A110 75 0.375 CEILING DIRECT 950 115 1 60 20W 950 1ST FLOOR RESTROOM 17 INTERLOCK W/ LIGHT SWITCH EF 2 GREENHECK SP-A110 75 0.375 CEILING DIRECT 950 115 1 60 20W 950 2ND FLOOR PLAN RESTROOM 17 INTERLOCK W/ LIGHT SWITCH EF 3 GREENHECK G-100-C 800 0.50 DOWNBLAST DIRECT 1,350 115 1 60 1/4 1,725 ROOF PLAN RESTROOM 54 INTERLOCK W/ LIGHT SWITCH EF 4 GREENHECK G-100-C 800 0.50 DOWNBLAST DIRECT 1,350 115 1 60 1/4 1,725 ROOF PLAN RESTROOM 54 INTERLOCK W/ LIGHT SWITCH EF 5 GREENHECK SP-A110 75 0.375 CEILING DIRECT 950 115 1 60 20W 950 1ST FLOOR JANITOR ROOM 17 24 HR CONTINUOUS OPERATION EF 6 GREENHECK SP-A110 75 0.375 CEILING DIRECT 950 115 1 60 20W 950 2ND FLOOR PLAN JANITOR ROOM 17 24 HR CONTINUOUS OPERATION GRILLE SCHEDULE MARK MANUFACTURER MODEL DUCT SIZE NECK SIZE ROUGH OPENING SIZE QUANTITY GRILLE TYPE COMMENTS A PRICE PDC 6"ø 6"ø N/A 1 SUPPLY ROUND NECK TBAR REGISTER B PRICE PDC 8"ø 8"ø N/A 2 SUPPLY ROUND NECK TBAR REGISTER C PRICE PDC 10"ø 10"ø N/A 6 SUPPLY ROUND NECK TBAR REGISTER E PRICE SMCD 12"ø 14"x14" 14-1/2"x14-1/2" 2 SUPPLY SURFACE MOUNT REGISTER W/ OBD F PRICE SMCD 14"ø 16"x16" 16-1/2"x16-1/2" 6 SUPPLY SURFACE MOUNT REGISTER W/ OBD G PRICE PDDR 8"ø 8"ø N/A 6 RETURN T-BAR GRILLE H PRICE PDDF 10"ø 10"ø N/A 3 RETURN T-BAR GRILLE I PRICE 530D 14"ø 14"ø N/A 2 RETURN T-BAR GRILLE J PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 2 RETURN SURFACE MOUNT GRILLE W/ OBD K PRICE 530D 10"ø 12"x12" 12-1/2"x12-1/2" 4 RETURN SURFACE MOUNT GRILLE W/ OBD L PRICE 530D 14"ø 16"x16" 16-1/2"x16-1/2" 3 RETURN SURFACE MOUNT GRILLE W/ OBD M PRICE 530D 16"Ø 18"x18" 18-1/2"x18-1/2" 1 RETURN SURFACE MOUNT GRILLE W/ OBD N PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 8 EXHAUST SURFACE MOUNT GRILLE W/ OBD NTS 7DIFFUSER OR GRILLE INSTALLATION DETAIL NTS 4EXHAUST FAN CONTROLS NTS 6FAN COIL HANGING DETAIL W ISO NTS 5SPLIT SYSTEM WIRING DIAGRAM NTS 8DOWNBLAST EXHAUST FAN DETAIL HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G IN D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 NO T E S A N D E Q U I P M E N T S C H E D U L E S M-1 1 09 / 0 3 / 2 4 01 / 1 6 / 2 5 PL A N C H E C K C O R R E C T I O N S PL A N C H E C K C O R R E C T I O N S Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 1A SMOKE FIRE DAMPER SCHEDULE - OVERALL BUILDING MARK MANUFACTURER MODEL QUANTITY DAMPER SIZE DUCTS SIZE DAMPER TYPE NET WALL OPENING SLEEVE LENGTH ANGLE SIZE WALL THICKNESS MOTOR VOLTAGE A GREENHECK FSD-211 3 8"x8" 8"Ø VERTICAL 8-1/2"x8-1/2" 16" 1-1/2" 6" 120 VAC B GREENHECK FSD-211 2 10"x10" 10"Ø VERTICAL 10-1/2"x10-1/2" 16" 1-1/2" 6" 120 VAC C GREENHECK FSD-211 1 12"x12" 12"Ø VERTICAL 12-1/2"x12-1/2" 16" 1-1/2" 6" 120 VAC D GREENHECK FSD-211 1 14"x14" 14"Ø VERTICAL 14-1/2"x14-1/2" 16" 1-1/2" 6" 120 VAC E E E NTS 3SMOKE FIRE DAMPER DETAIL 2130 E 4th St 2/11/2025 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG].California Energy Code [DSA-SS].For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE.The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A samcople ordinance for use by local agencies may be found in Appendix A of the document at the 5.410.2 COMMISSIONING. [N]New buildings 10,000 square feet and over.For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated by the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note:For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note:For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with theCalifornia Energy Code. floor area. CalRecycle’s web site. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT 1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD)50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - CONT. GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS)500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE.The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS.The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY.A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA).The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR.British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS.Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn).The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db).A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV).An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of theCalifornia Electrical Code , off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj).One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq).The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY.An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY.A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP).The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE).A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT.A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR).The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR).The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG.Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES.Access fittings with a valve core installed. SHORT RADIUS ELBOW.Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET.For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC.A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) . Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction.At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat- High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N]The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 5.410.2.2 Basis of Design (BOD). [N]A written explanation of how the design of the building systems meets the OPR shall be completed at thedesign phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Functional performance tests shall demonstrate the correct document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.508.2 Supermarket refrigerant leak reduction.New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception:Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.508.2.1 Refrigerant piping.Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe.Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe.Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage.One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections.Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception:Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows.Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves.Valves Valves and fittings shall comply with the California Mechanical Code and as follows. 5.508.2.2.1 Pressure relief valves.For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection.A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves.Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps.For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps.If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers.Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception:Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases.Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating.Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers.Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing.The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure.The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks.Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change.The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation.The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum.Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum.Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum.Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. 5.410.2.6 Commissioning report.[N]A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet.Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note:For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING.HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD].When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by astatewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program inthe appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes: 1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting forcompliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION.Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of theCalifornia Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). 5.506.3 Carbon dioxide (CO2) monitoring in classrooms. (DSA-SS)Each public K-12 school classroom, as listed in Table 120.1-A of theCalifornia Energy Code,shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements: 1.The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows. 2.When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel. 3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm. 4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration. 5.The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater. 6.The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than once every 5 years. SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40,with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has notbeen developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available.Buildings exposed to a noise level of 65 dB L eq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interiornoise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features.Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance.An acoustical analysis documenting complying interior levels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission.Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs).Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons.Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions:Existing mechanical equipment. 5.504.5.3.1 Labeling.Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.4.3.2 Verification.Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N]Documentation of the operational aspects of the building shall be completed within thesystems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N]A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOClimits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions andcopies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports.Include a copy of all inspection verifications and reports required by the enforcing agency. 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.4 Functional performance testing. [N] installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include reading adjustments made. NTS 1CAL GREEN NOTES 2022 HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 CA L - G R E E N N O T E S M-2 2 09 / 0 3 / 2 4 P L A N C H E C K R E S U B M I T T A L Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 FC-1 F 500 F 500 F 500 F 500 EF 1 17# 150 OSA CFM WALL LOUVER 8"Ø EXH. U.T.R. 7/8"Ø SUCTION 3/8"Ø LIQUID U.T.R. TO CU-1 U/C DOOR L 925 L 925 14"Ø EXH. U.T.R. TO EF-1 N 200 N 200 FC-2 H 350 L 700 C 200 E 400 E 400 150 CFM OSA WALL LOUVER FC 1 190# 14"ø16"ø 14"ø 14"ø 16"ø 14"ø 20"x15" 19"x20" W/ 1" FILTER 14"ø 8"ø 14"ø FC 2 169# 12"ø 14"ø 8"ø 12"ø 12"ø 14"ø 8"ø 8"ø 10"ø 8"ø 8"ø 14"ø 7/8"Ø SUCTION 3/8"Ø LIQUID U.T.R. TO CU-2 19"x20" 20"x15" W/ 1" FILTER OFFICE STORAGE 8'-4" 1-HOUR CORRIDOR 108 8'-4" WOMENS 8'-4" MENS 8'-4" 1-HOUR LOBBY 101 8'-4" UNISEX RESTROOM 8'-4" 10"ø 10"ø C 200 (TYP. 2)(TYP. 2) I 0--- K 0 K 0 ------ 14"ø 10"ø10"ø EF 5 17# 6"ø 6"ø SD SD D D A 10"øB C 1/8" = 1'-0"11ST FLOOR PLAN N GRILLE SCHEDULE MARK MANUFACTURER MODEL DUCT SIZE NECK SIZE ROUGH OPENING SIZE QUANTITY GRILLE TYPE COMMENTS A PRICE PDC 6"ø 6"ø N/A 1 SUPPLY ROUND NECK TBAR REGISTER B PRICE PDC 8"ø 8"ø N/A 2 SUPPLY ROUND NECK TBAR REGISTER C PRICE PDC 10"ø 10"ø N/A 6 SUPPLY ROUND NECK TBAR REGISTER E PRICE SMCD 12"ø 14"x14" 14-1/2"x14-1/2" 2 SUPPLY SURFACE MOUNT REGISTER W/ OBD F PRICE SMCD 14"ø 16"x16" 16-1/2"x16-1/2" 6 SUPPLY SURFACE MOUNT REGISTER W/ OBD G PRICE PDDR 8"ø 8"ø N/A 6 RETURN T-BAR GRILLE H PRICE PDDF 10"ø 10"ø N/A 3 RETURN T-BAR GRILLE I PRICE 530D 14"ø 14"ø N/A 2 RETURN T-BAR GRILLE J PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 2 RETURN SURFACE MOUNT GRILLE W/ OBD K PRICE 530D 10"ø 12"x12" 12-1/2"x12-1/2" 4 RETURN SURFACE MOUNT GRILLE W/ OBD L PRICE 530D 14"ø 16"x16" 16-1/2"x16-1/2" 3 RETURN SURFACE MOUNT GRILLE W/ OBD M PRICE 530D 16"Ø 18"x18" 18-1/2"x18-1/2" 1 RETURN SURFACE MOUNT GRILLE W/ OBD N PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 8 EXHAUST SURFACE MOUNT GRILLE W/ OBD A HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 1S T F L O O R P L A N M-3 3 09 / 0 3 / 2 4 01 / 1 6 / 2 5 PL A N C H E C K C O R R E C T I O N S PL A N C H E C K C O R R E C T I O N S Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A E E E 2130 E 4th St 2/11/2025 C 200 C 200 A 100 B 125 B 125 N 200 N 200 G 200 G 2008"ø 8"ø 8"ø EF 2 17# U/C DOOR 6"Ø EXH. U.T.R. 6"ø 8"ø 10"ø 8"ø 10"ø 6"ø 8"ø 12"ø 12"ø 8"ø 10"ø 14"ø 14"ø 14"ø 14"ø F 425 F 425 FC 3 179# 7/8"Ø SUCTION 3/8"Ø LIQUID U.T.R. TO CU-3 8"ø8"ø 10"ø 8"ø 8"ø 10"ø 12"X12" U.T.R. TO EF-4 UNISEX RESTROOM 8'-4" 8"ø H 0 G 0--- (TYP. 2) --- C 175 10"ø (MATCH EXISTING AIR DISTRIBUTION) 10"ø 10"ø 14"ø (TYP. 2)(TYP. 2) K 0--- K 0--- I 0--- EXISTING AIR DISTRIBTUION TO REMAIN H 0--- C 200 10"ø (MATCH EXISTING AIR DISTRIBUTION) OFFICE 8'-4" 1-HOUR LOBBY 200 8'-4" J 0--- (TYP. 2) G 0--- (TYP. 2) SD D 1-HOUR CORRIDOR 205 10"ø 10"Ø 200 CFM OSA DUCT U.T.R. 18"ø 16"ø M 1000 6"ø EF 6 17# 6"Ø E.A. U.T.R. JANITOR 211 A D B A N 1/8" = 1'-0"12ND FLOOR PLAN GRILLE SCHEDULE MARK MANUFACTURER MODEL DUCT SIZE NECK SIZE ROUGH OPENING SIZE QUANTITY GRILLE TYPE COMMENTS A PRICE PDC 6"ø 6"ø N/A 1 SUPPLY ROUND NECK TBAR REGISTER B PRICE PDC 8"ø 8"ø N/A 2 SUPPLY ROUND NECK TBAR REGISTER C PRICE PDC 10"ø 10"ø N/A 6 SUPPLY ROUND NECK TBAR REGISTER E PRICE SMCD 12"ø 14"x14" 14-1/2"x14-1/2" 2 SUPPLY SURFACE MOUNT REGISTER W/ OBD F PRICE SMCD 14"ø 16"x16" 16-1/2"x16-1/2" 6 SUPPLY SURFACE MOUNT REGISTER W/ OBD G PRICE PDDR 8"ø 8"ø N/A 6 RETURN T-BAR GRILLE H PRICE PDDF 10"ø 10"ø N/A 3 RETURN T-BAR GRILLE I PRICE 530D 14"ø 14"ø N/A 2 RETURN T-BAR GRILLE J PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 2 RETURN SURFACE MOUNT GRILLE W/ OBD K PRICE 530D 10"ø 12"x12" 12-1/2"x12-1/2" 4 RETURN SURFACE MOUNT GRILLE W/ OBD L PRICE 530D 14"ø 16"x16" 16-1/2"x16-1/2" 3 RETURN SURFACE MOUNT GRILLE W/ OBD M PRICE 530D 16"Ø 18"x18" 18-1/2"x18-1/2" 1 RETURN SURFACE MOUNT GRILLE W/ OBD N PRICE 530D 8"ø 10"x10" 10-1/2"x10-1/2" 8 EXHAUST SURFACE MOUNT GRILLE W/ OBD A HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 2N D F L O O R P L A N M-4 4 09 / 0 3 / 2 4 01 / 1 6 / 2 5 PL A N C H E C K C O R R E C T I O N S PL A N C H E C K C O R R E C T I O N S Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A A E E 2130 E 4th St 2/11/2025 EF 3 54# REPLACE (E) FAN ON ROOF WITH (N) EF-3 8"Ø EXH. 10"X10" ROOF OPENING 6"Ø EXH. EF-2 8"X8" ROOF OPENING P EF 4 54# P CU 3 273# 46"X46" LEVEL PAD, BY OTHERS CU 2 229# CU 1 295# 42"X42" LEVEL PAD, BY OTHERS 46"X46" LEVEL PAD, BY OTHERS PP P LV LV LV 5' - 9 " 3/8"Ø LIQUID 7/8"Ø SUCTION DN. 4"Ø OPENING 2' - 0"1' - 2"9' - 6 " 8' - 1 1 " 2' - 0 " 3' - 7"21' - 10"3' - 11" 3/8"Ø LIQUID 7/8"Ø SUCTION DN. 4"Ø OPENING 3/8"Ø LIQUID 7/8"Ø SUCTION DN. 4"Ø OPENING 55' - 1" 52' - 9" 32 ' - 1 " 55 ' - 2 " 41' - 8" 42' - 9" 10"Ø OSA DUCT TERMINATE W/ GOOSENECK 12"x12" ROOF OPENING 6' - 3" 2' - 5 " 6"Ø EXH. EF-6 TERMINATE W/ GOOSENECK 8"X8" ROOF OPENING 21' - 10" 4' - 9 " CU-2 42 " . 42" . 4x4 WOOD SUPPORTS (TYP.) 28" . 6- 3 / 8 " . 6-3/8" . 28 " . 4- 3 / 8 " . 4-3/8" . 4- 3 / 8 " . 4- 3 / 8 " . 4-3/8" . 4-3/8" . CU-1 & 3 46 " . 46" . 4x4 WOOD SUPPORTS (TYP.) 32" . 6- 3 / 8 " . 6-3/8" . 32 " . 4- 3 / 8 " . 4-3/8" . 4- 3 / 8 " . 4- 3 / 8 " . 4-3/8" . 4-3/8" . 7" . 7" . 7". 7". 7" . 7" . 7". 7". 1/8" = 1'-0"1ROOF PLAN N CONDENSATE DRAIN CONNECTION LOW VOLTAGE CONNECTION POWER CONNECTION LV D P NTS 2CONDENSER DETAIL HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 RO O F P L A N M-5 5 09 / 0 3 / 2 4 P L A N C H E C K R E S U B M I T T A L Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 TI T L E 2 4 M-6 6 09 / 0 3 / 2 4 P L A N C H E C K R E S U B M I T T A L Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 HE R M A L A I R I N C . T pr o p o s e d c o n t r a c t , a n d i n t h e a b s e n c e o f w r i t t e n c o nt r a c t Th e w i t h i n d e s i g n s a r e a p a r t o f a p r e s e n t a t i o n f o r a in c o r p o r a t i n g t h e m , s h a l l r e m a i n t h e e x c l u s i v e p r o p er t y of T H E R M A L A I R I N C . , a n d m a y n o t b e c o p i e d , e x h i b i t e d t o AS N O T E D TH E R M A L A I R J O B # CH E C K E D B Y : DR A W N B Y : ot h e r s o r o t h e r w i s e u s e d i n w h o l e o r i n p a r t . SC A L E : DA T E : CO N S T R U C T I O N IS S U E RE V I S I O N S SHEET: SHEET OF JO B N A M E : SH E E T T I T L E : 11 4 0 R E D G U M S T R E E T , A N A H E I M , C A L I F O R N I A 9 2 8 0 6 CA L I F O R N I A S T A T E L I C E N S E N U M B E R , 1 0 2 2 1 6 PH O N E : ( 7 1 4 ) 6 3 0 - 3 2 0 0 AI R C O N D I T I O N I N G I N D U S T R I A L R E F R I G E R A T I O N FA X : ( 7 1 4 ) 6 3 0 - 1 4 2 7 TI T L E 2 4 M-7 7 09 / 0 3 / 2 4 P L A N C H E C K R E S U B M I T T A L Ol i v e C r e s t 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 Pr o j e c t N u m b e r GW RP 09 / 0 3 / 2 0 2 4 7 A DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL NTS P-1 PLUMBING SPECIFICATIONS AND CALCULATIONS FULL SIZED PTR VALVE DRAIN TO PAN WATER HEATER 1 SPACEMAKER MOP SINK/ FLOOR SINKWATER HEATER ON STAND MODEL S-30 BOLTS (CONC. WALL) AT TOP & BOTTOM 1/3 POINTS ACCORDING 1-1/2" X 18 GUAGE STL. STRAP SECURED TO STUD W/ 1/2"Ø X 3" BOLTS (STUD WALL) OR 1/2"Ø CINCH ZURN/WILKINS EXPANSION TANK MOP SINK OR FLOOR SINK TO MOP SINK 3/4" PAN DRAIN TO UPC SECTION 510. STAND:18" 3/4" CIRC. LINE CHECK VALVE CP-1 GATE VALVE & UNION LOCATION PIPING MH IW IE PSI OD MPG POC SANITARY WASTE SD TPL RD V VTR W YB VCP VBF RI&C PTR PRESSURE TEMPERATURE RELIEF POUND PER SQUARE INCH SANITARY VENT VITRIFIED CLAY PIPE VENT BELOW FLOOR VENT THROUGH ROOF YARD BOX ROOF DRAIN STORM DRAIN TRAP PRIMER LINE ROUGH IN & CONNECT MEDIUM PRESSURE GAS MAN HOLE OVERFLOW DRAIN POINT OF CONNECTION INDUSTRIAL WASTE INVERT ELEVATION VSL WHA VERIFY SIZE & LOCATION WATER HAMMER ARRESTOR BELOW ABOVE CEILING CHECK VALVE ACCESS PANEL CLEAN OUT TO GRADE CONDENSATE DRAIN CAST IRON AREA DRAIN FLOOR EXISTING GAS GRADE GALLON PER MINUTE GALLON PER HOUR GAS COCK FLOOR CLEAN OUT FIRE SPRINKLER PIPE FIXTURE UNIT COLD WATER AFF AP BEL ACP AD ABV CV CD CI CLG FCO FLR FSP FU (E) G GPH GRD GC GPM CW COTG HEADER HOT WATER RETURN HOT WATER HOSE BIBB HWR HDR HW HB GATE VALVEGV ABOVE FINISHED FLOOR ASBESTOS CEMENT PIPE G SD CD MPG MEDIUM PRESSURE GAS HOT WATER RETURN CONDENSATE DRAIN PRESS. TEMP. RELIEF VALVE GAS COCK CHECK VALVE GATE VALVE WALL CLEANOUT CLEANOUT HOSE BIBB HOT WATER COLD WATER SANITARY VENT STORM DRAIN GAS SOIL OR WASTE PLUMBING LEGEND ABBREVIATIONS PIPING MATERIALS LOCATION PIPING COPPER TYPE "L" WITH LEAD FREE SOLDER BELOW GRADE WASTE AND VENT NO-HUB CAST IRON WITH STAINLESS STEEL BANDS ABOVE GRADE WASTE AND VENT SCH 40 PVC PIPE WITH DWV SCH 40 FITTINGS SOV SHUT OFF VALVE PLUMBING FIXTURE SCHEDULE NO-HUB CAST IRON WITH STAINLESS STEEL BANDS SCH 40 PVC PIPE WITH DWV SCH 40 FITTINGS WATER SIZING CRITERIA 8 35 216 720 4285" 6" 4" 3" 2" 342 576 172 - - WASTE FU 1/4" / FT MAXIMUMWASTE SIZE 1 1/2"1 1/8" / FT MAXIMUM WASTE FU - 24 84 256 1380 6005" 6" 4" 3" 2" 8 VENT FU MAXIMUMVENT SIZE 1 1/2" WASTE AND VENT SIZING WATER SERVICE (INSIDE BLDG) CHAPTER 11B - ACCESSIBILITY TO PUBLIC BUILDINGS, PUBLIC ACCOMMODATIONS, COMMERCIAL BUILDINGS AND PUBLIC HOUSING DIVISION 6: PLUMBING ELEMENTS & FACILITIES 11B-602 Drinking Fountains 11B-602.1 General Drinking fountains shall comply with Sections 11B-307 and 11B-602. 11B-602.2 Clear floor space Units shall have a clear floor or ground space complying with Section 11B-305 positioned for a forward approach and centered on the unit. Knee and toe clearance complying with Section 11B-306 shall be provided. EXCEPTION: A parallel approach complying with Section 11B-305 shall be permitted at units for children's use where the spout is 30 inches maximum above the finish floor or ground and is 3-1/2 inches maximum from the front edge of the unit, including bumpers. 11B-602.3 Operable parts Operable parts shall comply with Section 11B-309. The flow of water shall be activated by a manually operated system that is front mounted or side mounted and located within 6 inches of the front edge of the fountain or an automatic electronically controlled device. 11B-602.4 Spout height Spout outlets shall be 36 inches maximum above the finish floor or ground. 11B-602.5 Spout location The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit, including bumpers. 11B-602.6 Water flow The spout shall provide a flow of water 4 inches high minimum and shall be located 5 inches maximum from the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches of the front of the unit, the angle of the water stream shall be 30 degrees maximum. Where spouts are located between 3 inches and 5 inches maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. 11B-602.7 Drinking fountains for standing persons Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches maximum above the finish floor or ground. 11B-602.8 Depth Wall and post-mounted cantilevered drinking fountains shall be 18 inches minimum and 19 inches maximum in depth. 11B-602.9 Pedestrian protection All drinking fountains shall either be located completely within alcoves, positioned completely between wing walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within which a drinking fountain is located shall be 32 inches wide minimum and 18 inches deep minimum, and shall comply with Section 11B-305.7. When used, wing walls or barriers shall project horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor or ground surface. 11B-604 Water closets and toilet compartments 11B-604.1 General Water closets and toilet compartments shall comply with Sections 11B-604.2 through 11b-604.8 EXCEPTION: Water closets and toilet compartments for children's use shall be permitted to comply with Section 11B-604.9. 11B-604.2 Location The water closet shall be positioned with a wall or partition to the rear and one side. The center-line of the water closet shall be 17 inches minimum to 18 inches maximum from the side wall or partition, except that the water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604.8.2. Water closets shall be arranged for a left-hand or right-hand approach. 11B-604.4 Seats The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches high maximum. EXCEPTIONS: 1. Reserved. 2. In residential dwelling units, the height of the water closets shall be permitted to be 15 inches minimum and 19 inches maximum above the finish floor measured to the top of the seat. 3. A 3-inch high seat shall be permitted only in alterations where the existing fixture is less than 15 inches high. 11B-604.6 Flush controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 except they shall be located 44 inches maximum above the floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2. 11B-604.8.2 Ambulatory accessible compartments Ambulatory accessible compartments shall comply with Section 11B-604.8.2. 11B-604.8.2.1 Size Ambulatory accessible compartments shall have a depth of 60 inches minimum and a width of 35 inches minimum and 37 inches maximum. 11B-604.9 Water closets and toilet compartments for children's use Water closets and toilet compartments for children's use shall comply with Section 11B-604.9. When the exception in Section 11B-604.1 is used, the suggested dimensions of Table 11B-604.9 for a single age group shall be applied consistently to the installation of a water closet and all associated components. 11B-604-9-1 The water closet shall be located with a wall or partition to the rear and to one side. The centerline of the water closet shall be 12 inches minimum and 18 inches maximum from the side wall or partition, except that the water closet shall be 17 inches minimum and 19 inches maximum from the side wall or partition in the ambulatory accessible toilet compartment specified in Section 11B-604-8.2. Compartments shall be arranged for left-hand or right-hand approach to the water closet. 11B-604.9.3 Height The height of water closets shall be 11 inches minimum and 17 inches maximum measured to the top of the seat. Seats shall not be sprung to return to a lifted position. 11B-604-9.5 Flush controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Sections 11B-309.2 and 11B-309.4 and shall be installed 36 inches maximum above the finish floor. Flush controls shall be located on the open side of the water closet except in ambulatory accessible compartments complying with Section 11B-604.8.2. 11B-605 Urinals 11B-605.1 General Toilet Compartments shall comply with Section 11B-605. 11B-605.2 Height and depth Urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the finish floor or ground. Urinals shall be 13-1/2 inches deep minimum from the outer face of the urinal rim to the back of the fixture. 11B-605.3 Clear floor space A clear floor or ground space complying with Section 11B-305 positioned for forward approach shall be provided. 11B-605.4 Flush controls Flush controls shall be hand operated or automatic. Hand operated flush controls shall comply with Section 11B-309 except that the flush control shall be mounted at a maximum height of 44 inches above the finish floor. 11B-606 Lavatories and sinks 11B-606.1 General Lavatories and sinks shall comply with Section 11B-606. 11B-606.2 Clear floor space A clear floor space complying with Section 11B-305, positioned for a forward approach, and knee and toe clearance complying with Section 11B-306 shall be provided. EXCEPTIONS: 1. A parallel approach complying with Section 11B-305 shall be permitted to a a kitchen sink in a space where a cook top or conventional range is not provided and to wet bars. 2. Reserved. 3. In residential dwelling units, cabinetry shall be permitted under lavatories and kitchen sinks provided that all of the following conditions are met: (a)the cabinetry can be removed without removal or replacement of fixture; (b) the finish floor extends under the cabinetry; and (c) the walls behind and surrounding the cabinetry are finished. 4. A knee clearance of 24 inches minimum above the finish floor or ground shall be permitted at lavatories and sinks used primarily by children 6 through 12 years where the rim or counter surface is 31 inches maximum above the finish floor or ground. 5. A parallel approach complying with Section 11B-305 shall be permitted to lavatories and sinks used primarily by children 5 years and younger. 6. The dip of the overflow shall not be considered in determining knee and toe clearances. 7. No more than one bowl of a multi-bowl sink shall be required to provide knee and toe clearance complying with Section 11B-306. 11B-606.3 Height Lavatories and sinks shall be installed with the front of the higher of the rim or counter surface 34 inches maximum above the finish floor or ground. EXCEPTION: 1. Reserved. 2. In residential dwelling unit kitchens, sinks that are adjustable to variable heights, 29 inches minimum and 36 inches maximum, shall be permitted where rough-in plumbing permits connections of supply and drain pipes for sinks mounted at the height of 29 inches. 11B-606.4 Faucets Controls for faucets shall comply with Section 11B-309. Hand operated metering faucets shall remain open for 10 seconds minimum. 11B-606.5 Exposed pipes and surfaces Water supply and drain pipes under lavatories and sinks shall be insulated or otherwise configured to protect against contact. There shall be no sharp or abrasive surfaces under lavatories and sinks. 11B-608 Shower compartments 11B-608.5 Controls Controls, faucets, and shower spray units shall comply with Section 11B-309.4. Controls and faucets shall be of a single-lever design. 11B-608.5.2 Standard roll-in type compartments In standard roll-in type compartments, operable parts of controls and faucets shall be installed on the back wall of the compartment adjacent to the seat wall 19 inches minimum and 27 inches maximum from the seat wall; and shall be located above the grab bar, but no higher than 48 inches above the shower floor, with their centerline at 39 inches to 41 inches above the shower floor. Operable parts of the shower spray unit, including the handle, shall be installed on the back wall adjacent to the seat wall 19 inches minimum and 27 inches maximum from the seat wall; and shall be located above the grab bar, but no higher than 48 inches above the shower floor. 11B-608.5.3 In alternate roll-in type shower compartments, operable parts of controls and faucets shall be installed on the side of the compartment adjacent to the seat wall 19 inches minimum and 27 inches maximum from the seat wall; and shall be located above the grab bar, but no higher than 48 inches above the shower floor, with their centerline at 39 inches to 41 inches above the shower floor. Operable parts of the shower spray unit, including the handle, shall be installed on the side wall of the compartment adjacent to the seat wall 17 inches minimum and 19 inches maximum from the seat wall or on the back wall opposite the seat 15 inches maximum, let or right, of the centerline of the seat; and shall be located above the grab bar, but no higher than 48 inches above the shower floor. 11B-608.6 Shower spray unit and water A shower spray unit with a hose 59 inches long minimum that can be used both as a fixed-position shower head and as a hand-held shower shall be provided. The shower spray unit shall have an on/off control with a non-positive shut-off. If an adjustable-height shower head on a vertical bar is used, the bar shall be installed so as not to obstruct the use of grab bars. Shower spray units deliver water that is 120 degrees F maximum. SHEET INDEX P - 1 SPECIFICATIONS AND CALCULATIONS FIRST FLOOR PLAN - SANITARY WASTE & VENTP - 2 P - 3 FIRST FLOOR PLAN - DOMESTIC WATER P - 4 SECOND FLOOR PLAN - SANITARY WASTE & VENT P - 5 SECOND FLOOR PLAN - DOMESTIC WATER ADA ACCESS REGULATIONS PLUMBING CODE 1.All required cleanouts shall be installed as per Sec.707.0 & 719.0 of the plumbing code. 2.Each plumbing vent shall terminate not less than (10) feet from or at least (3) feet above any window, door, opening air intake, or vent shaft. 3.Roof drains, overflow drains, and rainwater piping within the interior of the building shall be test in accordance with the provisions of the plumbing code for testing drain, waste, and vent systems. 4.Roof drains, overflow drains, and rainwater piping within the interior of the building shall use approved drainage fittings. 5.Roof drains, overflow drains, and rainwater piping within the interior of the building shall be sized to include vertical wall area to the tributary area. 6.Roof drains, overflow drains, and rainwater piping within the interior of the building shall be IAPMO listed. 7.Rainwater piping on the exterior of the building shall not be less that 26 gauge galvanized sheet metal and when the connector is connected to a building storm drain, a drain connection shall be extended above the finished grade and joined at a point protected from mechanical damage. 8.Prohibit the counter flashing on vents from restricting internal cross-section area. 9.Vent piping to be supported against closest building wall or column from required vertical support means. 10.All hose bibbs shall have an approved non-removable vacuum breaker per section 603.5.7 of the 2022 CPC. PRV PRESSURE REDUCING VALVE 666719 VALVETYPE PIPE SIZE TANK FLUSH 3/4" 1/2" 329 132 3090 455 254 44 8 21 - 9 - - - WATER HOT 1" 1 1/4" 1 1/2" 3" 2 1/2" 2" AND TABLE A-103.1 SIZING PER APPENDIX "A" 2022 CPC MAX 8 F T . / S E C MAX 8 F T . / S E C MAX 5 F T . / S E C COPPER CONDENSATE COPPER TYPE "M" WITH LEAD FREE SOLDER W/ INSULATION 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 NONRESIDENTIAL MANDATORY MEASURES 5.303.3 Water Conserving Plumbing Fixtures and Fittings Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the US EPA WaterSense Specification for Tank-Type Toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals 5.303.3.2.1 Wall-Mounted Urinals The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-Mounted Urinals The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads 5.303.3.3.1 Single Showerhead Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the US EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple Showerheads Serving One Shower When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.303.3.4 Faucets and Fountains 5.303.3.4.1 Nonresidential Lavatory Faucets Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen Faucets Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash Fountains Wash fountains shall have a maximum flow rate of not more than 1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering Faucets Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering Faucets for Wash Fountains Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per cycle/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 406 46 245 119 28 8 16 - PTR VALVE DRAIN TO TO FLOOR SINK 3/4" DRAIN FLOOR SINK WATER HEATER 2 TO F.F. 7'-0" MAXIMUM DRAIN PLUG HOLDRITE WALL HUNG PLATFORM W/ INTERGRATED PAN WALL STRUCTURE "C" BRACKET LOW CARBON STEEL ZINC PLATED THREADED ROD FLOOR SINK 3/4" CIRC. LINE CP-1 ZURN/WILKINS EXPANSION TANK CHECK VALVE FULL SIZED P - 1.1 COMPLIANCE FORMS PLUMBING SCOPE OF WORK THE TENANT IMPROVEMENT CONSISTS OF THE FOLLOWING: ·REMOVE EXISTING DECK & AREA DRAINS AND REPLACE WITH NEW. ·PLUMBING PIPING, FIXTURES, AND EQUIPMENT TO NEW LAUNDRY AREA WITHIN EXISTING OFFICE CORRIDOR ·PLUMBING PIPING, FIXTURES, AND EQUIPMENT TO NEW RESTROOMS ON THE FIRST AND SECOND FLOORS ·NEW WATER HEATERS ON THE FIRST AND SECOND FLOORS ·DRINKING FOUNTAINS AND PIPING TO NEW DRINKING FOUNTAINS ON THE FIRST AND SECOND FLOORS ·PLUMBING PIPING, FIXTURES, AND EQUIPMENT TO JANITOR'S CLOSETS ON THE FIRST AND SECOND FLOOR. DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL NTS P-1.1 COMPLIANCE FORMS WATER HEATER COMPLIANCE FORMS 1 DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 up up D R I V E W A Y dn dn dn dn L-1 L-1 L-1L-1 UR-2 UR-1 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 FD-1 TP-2 FD-1 TP-2 WC-2 L-2 POC TO (E)4"W 4"W(14) @ MIN. 1% POC TO (E)3"V 4"WCO 4"W @ 2% 4"W @ 2% 2"V(2) 2"V(4) 2"V(10) 2"V(16) 3"V(24) 3"V(36) 4"WCO 2"V(4) 2"WCO 2"WCO AD-1 AD-1 AD-1 AD-1 POC POC REMOVE EXISTING AREA DRAIN & INSTALL NEW POC POC POC TO (E) AREA DRAIN WASTE/VENT PIPING REMOVE EXISTING AREA DRAIN & INSTALL NEW POC TO (E) AREA DRAIN WASTE/VENT PIPING (TYP. x QTY 5) (TYP. x QTY 5) AD-1 4"WCO 4"W RISER 2"V(1) 2"V(5) POC TO (E)VTR 2"V(9) 2"W(5) @ 2% EXISTING SINK EXISTING REFRIGERATOR 2"V(3)MS-1 3"W(3) @ 2% 3"WCO 2"WCO MS-1 WH-1 FROM ABOVE 2"V(1) 2"V(4) 2"W(1) @ 2% 2"WCO DF-1 WM-1 3"W @ 2% 2"V(3) 2"V(3) 2"V(3) CP-1 ET-13"WCO 4"W(14) @ MIN. 1%4"W(14) @ MIN. 1% 4"WCO 4"W FROM ABOVE PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL 1/8" = 1'-0" P-2 FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" FIRST FLOOR PLAN - SANITARY WASTE & VENT NO R T H DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 up up D R I V E W A Y dn dn dn dn L-1 L-1 L-1L-1 UR-2 UR-1 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 FD-1 TP-2FD-1 TP-2 WC-2 L-2 (E)3"PRV, (E)3"BLDG. SOV (E)3/4"CW HB-1 (E)3"CW(E)3"CW AD-1 AD-1 AD-1 AD-1 AD-1 POC 3/4"HWR 2"CW(42) 3/4"CW(4) 2"CW(13) (E)3/4"CW(1)(E)3/4"CW HB-1 3/ 4 " H W R 1"HW(8.5) FROM ABOVE 2"CW(5) 3/4"CW(1.5) 3/4"CW(0.5) DF-1 EXISTING SINK EXISTING REFRIGERATOR WM-1 3/ 4 " H W R MS-1 3/4"HW(5.5) 3/4"HW(5.5) 3/4"HW(5.5) 3/4"HW(6.5) 1"HW(8.5) 3/4"HW(3) 3/4"CW(3) 3/4"CW(3)3/4"CW(1) 3/4"CW(6) 3/4"CW(6) 3/4"CW(4) FROM ABOVE 2"CW(15) MS-1 WH-1 CP-1 ET-1 3/4"HWR 3/4"HW(5.5) 1"HW(9.5) 1"HW(9.5) 1"HW(12.5)1"CW (12.5+3) 2"CW(43.5) UP 2" C W ( 8 5 . 5 ) 2"CW(88.5)2"CW(88.5) FIELD VERIFY LOCATION OF 2"CW FIELD VERIFY LOCATION OF 3/4"HWR (E)3"CW PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL 1/8" = 1'-0" P-3 FIRST FLOOR PLAN SCALE: 1/8" = 1'-0" FIRST FLOOR PLAN - DOMESTIC WATER NO R T H DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 dn dn open to below L-1 L-1 L-1L-1 UR-2 UR-1 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 FD-1 TP-2 FD-1 TP-2 POC TO (E)3"V 4"W @ 2% 4"WCO 4"W @ 2% 4"W DN. TO 1ST FLR. 2"V(2) 2"V(4) 2"V(10) 2"V(16) 3"V(24) 3"V(36) 2"WCO 2"WCO DD-1 DD-1 DD-1 DD-1 POC POC POC POC REMOVE EXISTING DECK DRAIN & PIPING AND INSTALL NEW MS-1 WH-2 CP-1 ET-1 3"W @ 2%3"W @ 2% 3"W @ 2%3"W @ 2%REMOVE EXISTING DECK DRAIN & PIPING AND INSTALL NEW REMOVE EXISTING DECK DRAIN & PIPING AND INSTALL NEW FIELD VERIFY EXISTING DECK DRAIN WASTE/VENT PIPING LOCATIONS REMOVE EXISTING DECK DRAIN & PIPING AND INSTALL NEW FIELD VERIFY EXISTING DECK DRAIN WASTE/VENT PIPING LOCATIONS FIELD VERIFY EXISTING DECK DRAIN WASTE/VENT PIPING LOCATIONS FIELD VERIFY EXISTING DECK DRAIN WASTE/VENT PIPING LOCATIONS POC TO (E)2"V WC-2 L-22"V(5)2"V(1) 4"W(5) DN. 2"W @ 2%4"W @ 2% (E) LAVATORY DF-12"V(1) 2"V(1)2"W @ 2% POC POC (E)WASTE(E)VENT PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL 1/8" = 1'-0" P-4 SECOND FLOOR PLAN SCALE: 1/8" = 1'-0" SECOND FLOOR PLAN - SANITARY WASTE & VENT NO R T H DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 dn dn open to below DD-1 DD-1 DD-1 DD-1 MS-1 WH-2 CP-1 ET-1 WC-2 L-2 L-1 L-1 L-1L-1 UR-2 UR-1 WC-2 WC-2 WC-1 WC-1 WC-1 WC-1 FD-1 TP-2 FD-1 TP-2 2"CW(42) 3/4"CW(4) 2"CW(13) 2"CW(15) DN. 2"CW(6) DN. 2"CW(22) 3/ 4 " H W R 3/ 4 " H W R 3/4"HWR 2"CW(5) EXISTING SINK DF-1 (E) LAVATORY POC POC 3/4"CW (1) 3/ 4 " H W R 1"HW(8.5) DN. 1"HW(9.5) 1"HW(9.5)1"HW(9.5) 1"HW(9.5) 1"HW(9.5) 1"HW(10.5) 3/4"HW(3) 1"HW(13.5) 3/4"CW(3) 1"CW(13.5) 1"CW 2"CW(21) 2"CW(22) 2"CW(22) 2"CW(22) 3/4"HW(1) 3/4"CW(1) 2"CW(23) 2"CW(23) & 1"CW POC TO (E)2"CW POC 3/4"HWR 3/4"HWR 3/4"HW(1.5) 3/4"HW(1.5) 3/4"HW(1.5) 3/4"HW(5.5) 3/4"CW(1.5) 3/4"CW(1.5) 2"CW(43.5) FROM BELOW PLUMBING CONTRACTOR : DESIGN / BUILD PLOT RECORD: PROJECT INFORMATION: SHEET TITLE: SHEET NUMBER: DELTA DATE DESCRIPTION NTDE No. 309863 C36 11/30/2023 ENS L CI F U O LPAT ET Exp. S LIF ING C BM A ROTCA NRIA R O ULP GNIBM OC -11-9-23 PLAN CHECK SUBMITTAL MAGGIWTREBLIG copied, exhibited to others or otherwise The within designs are a part of a presentation for a proposed contract, and in the absence of written contract incorporating them, shall remain the used in whole or in part. exclusive property of American Contractors Inc. and may not be JOB NO:223XXX DRAWN BY:J.P. PROJECT MGR:E.O. DRAWING SCALE: 404 W. Blueridge Avenue Orange, Ca. 92865-4204 Phone: 714-282-5700 Fax: 714-282-5710 PLOT DATE:9-9-24 OLIVE CREST - OFFICE TI 2130 E. 4TH ST. SANTA ANA, CA 92705 -3-5-24 BID SET -9-9-24 PLAN CHECK RE-SUBMITTAL 1/8" = 1'-0" P-5 SECOND FLOOR PLAN SCALE: 1/8" = 1'-0" SECOND FLOOR PLAN - DOMESTIC WATER NO R T H DIGITAL SIGNATURE 9-9-2024 2130 E 4th St 2/11/2025 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 2130 E 4th St 2/11/2025 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 2130 E 4th St 2/11/2025 HSA SUPPLEMENTAL STRUCTURAL CALCULATIONS For OLIVE CREST OFFICE TI 2130 E. 4TH. ST. SANTA ANA, CA 92705 HSA & ASSOCIATES, INC. HSA & ASSOCIATES, INC . CONSULTING STRUCTURAL ENGINEERS 301 N. LAKE AVE., 5th FLOOR PASADENA, CA 91101 TEL: 626.529.931 JOB NO: 23-098 DATE: 10/17/2024 ENGINEERS: JM S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 RAFIK R.W.GERGES SIGNED 10/17/2024 2130 E 4th St 2/11/2025 HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: LOADING CRITERIA 60.4 psf 3.5" NWC OVER 3" W3 DECK 2.3 psf METAL DECK 3 psf MECH & ELECTRICAL 3 psf FILL OVER POUR 3 psf SPRINKLERS 3.3 psf MISC. 75 psf D.L. FOR JOISTS 6 psf BEAMS 81 psf D.L. FOR BEAMS 100 psf NON-REDUCIBLE 81 psf LATERAL **See next page for Lateral Loads MEZZANINE LIVE LOAD 21- Apr-24 LC - 1 MEZZANINE DEAD LOAD JOHN MURPHY Page 1 10 " 6. 7 " 200-LB 6' - 0 " R = 2.15 K STRESS = 116 PSI ULTIMATE BEARING STRENGTH = 0.65*0.85(3000 PSI) = 1658 PSI > 116 PSI, OK 6' FENCE GUARD RAIL LOADS 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 5.00 0.00 0.00 6.00 2,000.0 40.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 100.0 Lateral Load =0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe psf Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Live Load (L)= Page 2 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =5.10 Global Stability =3.25 OK Sliding =2.15 OK Total Bearing Load =4,863 lbs ...resultant ecc.=6.72 in Eccentricity within middle third Soil Pressure @ Toe =1,424 psf OK Soil Pressure @ Heel =344 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,994 psf ACI Factored @ Heel =481 psf Footing Shear @ Toe =0.0 psi OK Footing Shear @ Heel =2.1 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =1,081.4 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 1,945.0 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction 2nd Bottom Stem OK Stem OK Shear.....Actual Design Height Above Ftg =11.00ft 0.00 Wall Material Above "Ht"=Concrete Concrete Thickness =6.00 6.00 Rebar Size =##5 5 Rebar Spacing =16.00 16.00 Rebar Placed at =Center Center Design Data fb/FB + fa/Fa =0.000 0.710 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable =2,899.6 2,899.6ft-# =psi Shear.....Allowable =61.2 61.2psi Wall Weight =75.0 75.0psf Rebar Depth 'd'=3.00in 3.00 Masonry Data f'm =psiFs =psiSolid Grouting = Modular Ratio 'n'= Equiv. Solid Thick.= Concrete Data f'c =3,000.0 3,000.0psi Fy =60,000.0 60,000.0 Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =1,090.9lbsStrength Level Service Level Strength Level =2,060.6ft-# Service Level Strength Level =30.3psi Design Method =SD SD SDSD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)=in2 Page 3 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Concrete Stem Rebar Area Details 2nd Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0 in2/ft 0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1296 in2/ft #4@ 18.52 in #4@ 37.04 in Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.1708 in2/ft 0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1708 in2/ft #4@ 18.52 in #4@ 37.04 in Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in 0.00 5.50 18.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 0.00 0.00 0.00 ft Footing Thickness =in 5.50= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:Flush toe condition. No reinforcing required. phiMn = phi*5*lambda*sqrt(fc)*Sm =None Spec'd = = = = = 1,994 0 0 0 0.00 0.00 Heel: 481 11,747 13,625 1,878 2.06 43.82 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 2.14 0.39 #4@ 6.17 in #5@ 9.57 in #6@ 13.58 in in2 in2 /ft If two layers of horizontal bars: #4@ 12.35 in #5@ 19.14 in #6@ 27.16 in supplemental design for footing torsion. phiMn 7,011= OKOK Flush toe condition. No reinforcing required. OK - Flush Page 4 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel 768.23.25236.4=Surcharge over Heel = Surcharge Over Heel = 500.0 3.00 1,500.0= Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = = = = Stem Weight(s) = 375.0 0.25 93.8 Earth @ Stem Transitions =Footing Weight = 1,237.5 2.75 3,403.1 Key Weight = Added Lateral Load lbs =2,599.0 Vert. Component Total = 4,862.5 13,246.9 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =1,081.4 O.T.M. = Resisting/Overturning Ratio =5.10 Vertical Loads used for Soil Pressure =4,862.5 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 2,750.0 3.00 3.00 8,250.0 8,250.0 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 845.0 2.17 1,830.8 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.036 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 5 CHECK WITH GUARD RAIL LOADS 50 PLF APPLIED 6' ABOVE TOP OF WALL M-0T = 50 PLF * 12.5' = 625 LB-FT PER FOOT TOTAL OT = 2599 + 625 = 3224 FOS = 13247/3224 = 4.11 > 1.5, OK 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: 2nd Stem Design Height: 11.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in Development length for #5 bar specified in this stem design segment =16.43 in ________________________________________________________________________________________________________________________ Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in Development length for #5 bar specified in this stem design segment =16.43 in Hooked embedment length into footing for #5 bar specified in this stem design segment =7.87 in As Provided =0.2325 in2/ft As Required =0.1708 in2/ft Page 6 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 7 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ECCENTRIC RETAINING WALL - DETAIL 2/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 8 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 5.00 0.00 0.00 6.00 2,000.0 40.0 0.0 250.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.400 Soil height to ignore for passive pressure =12.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 100.0 Lateral Load =0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe psf Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Live Load (L)= Page 9 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =4.36 Global Stability =2.63 OK Sliding =1.57 OK Total Bearing Load =3,301 lbs ...resultant ecc.=1.26 in Eccentricity within middle third Soil Pressure @ Toe =669 psf OK Soil Pressure @ Heel =531 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =937 psf ACI Factored @ Heel =744 psf Footing Shear @ Toe =4.5 psi OK Footing Shear @ Heel =3.8 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =1,081.4 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 1,320.3 375.0 == 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Stem Construction 2nd Bottom Stem OK Stem OK Shear.....Actual Design Height Above Ftg =11.00ft 0.00 Wall Material Above "Ht"=Concrete Concrete Thickness =6.00 6.00 Rebar Size =##5 5 Rebar Spacing =16.00 16.00 Rebar Placed at =Center Center Design Data fb/FB + fa/Fa =0.000 0.710 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable =2,899.6 2,899.6ft-# =psi Shear.....Allowable =61.2 61.2psi Wall Weight =75.0 75.0psf Rebar Depth 'd'=3.00in 3.00 Masonry Data f'm =psiFs =psiSolid Grouting = Modular Ratio 'n'= Equiv. Solid Thick.= Concrete Data f'c =3,000.0 3,000.0psi Fy =60,000.0 60,000.0 Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =1,090.9lbsStrength Level Service Level Strength Level =2,060.6ft-# Service Level Strength Level =30.3psi Design Method =SD SD SDSD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)=in2 Page 10 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Concrete Stem Rebar Area Details 2nd Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0 in2/ft 0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1296 in2/ft #4@ 18.52 in #4@ 37.04 in Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in ________________________________________________________________________________________________________________________________________________________________________________________________________________________________________________ Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.1708 in2/ft 0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1708 in2/ft #4@ 18.52 in #4@ 37.04 in Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in 2.63 2.88 18.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 0.00 0.00 0.00 ft Footing Thickness =in 5.50= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:#4@ 6.17 in, #5@ 9.56 in, #6@ 13.58 in, #7@ 18.51 in, #8@ 24.38 in, #9@ 30.86 in, #10@ 39.19 in phiMn = phi*5*lambda*sqrt(fc)*Sm =None Spec'd = = = = = 937 3,121 1,158 1,964 4.51 82.16 Heel: 744 2,176 3,074 898 3.77 43.82 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing =# 8 @ 12.00 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 2.14 0.39 #4@ 6.17 in #5@ 9.57 in #6@ 13.58 in in2 in2 /ft If two layers of horizontal bars: #4@ 12.35 in #5@ 19.14 in #6@ 27.16 in supplemental design for footing torsion. phiMn 7,01148,794=ft-# OKOK Page 11 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel 768.23.25236.4=Surcharge over Heel = Surcharge Over Heel = 237.5 4.31 1,024.2= Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = 144.4 1.31 189.5= = = Stem Weight(s) = 375.0 2.88 1,078.1 Earth @ Stem Transitions =Footing Weight = 1,237.5 2.75 3,403.1 Key Weight = Added Lateral Load lbs =2,599.0 Vert. Component Total = 3,300.6 11,328.2 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =1,081.4 O.T.M. = Resisting/Overturning Ratio =4.36 Vertical Loads used for Soil Pressure =3,300.6 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 1,306.3 4.31 4.31 5,633.2 5,633.2 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 845.0 2.17 1,830.8 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.017 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 12 CHECK WITH GUARD RAIL LOADS 50 PLF APPLIED 6' ABOVE TOP OF WALL M-0T = 50 PLF * 12.5' = 625 LB-FT PER FOOT TOTAL OT = 2599 + 625 = 3224 FOS = 11328/3224 = 3.5 > 1.5, OK 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: 2nd Stem Design Height: 11.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in Development length for #5 bar specified in this stem design segment =16.43 in ________________________________________________________________________________________________________________________ Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in Development length for #5 bar specified in this stem design segment =16.43 in Hooked embedment length into footing for #5 bar specified in this stem design segment =7.87 in As Provided =0.2325 in2/ft As Required =0.1708 in2/ft Page 13 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 14 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:CONCENTRIC RETAINING WALL - DETAIL 3/SD-1.1 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 15 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per IBC 2021 1807.3, ASCE 7-16 4.00 0.00 0.00 0.00 2,000.0 40.0 0.0 150.0 Criteria Soil Data Retained Height =ft Wall height above soil =ft Active Heel Pressure =psf/ftSlope Behind Wall Height of Soil over Toe in Water table above =ft = = 110.00=pcf = Soil Density, Heel = Passive Pressure =psf/ft Allow Soil Bearing =psf Soil Density, Toe 110.00 pcf Footing||Soil Friction =0.360 Soil height to ignore for passive pressure =0.00 in Equivalent Fluid Pressure Method bottom of footing Surcharge Loads Adjacent Footing Load Load Type 100.0 Lateral Load =0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist =0.00 ft Wind on Exposed Stem psf0.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load =0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Spread Footing Surcharge Over Toe Footing Width =0.00 ft...Height to Top =0.00 ft Eccentricity =0.00 in...Height to Bottom =0.00 ft Used To Resist Sliding & Overturning NOT Used for Sliding & Overturning ==0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Live Load (L)= Page 16 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Design Summary Wall Stability Ratios Overturning =2.02 Global Stability =2.01 OK Slab Resists All Sliding ! Total Bearing Load =1,500 lbs ...resultant ecc.=6.51 in Eccentricity outside middle third Soil Pressure @ Toe =1,045 psf OK Soil Pressure @ Heel =0 psf OK Allowable =2,000 psf Soil Pressure Less Than Allowable ACI Factored @ Toe =1,463 psf ACI Factored @ Heel =0 psf Footing Shear @ Toe =3.4 psi OK Footing Shear @ Heel =5.6 psi OK Allowable =82.2 psi Sliding Calcs Lateral Sliding Force =721.8 lbs Masonry Block Type = Stem Construction Bottom Stem OK Shear.....Actual Design Height Above Ftg =0.00ft Wall Material Above "Ht"=Concrete Thickness =6.00 Rebar Size =#5 Rebar Spacing =16.00 Rebar Placed at =Center Design Data fb/FB + fa/Fa =0.395 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable =2,899.6 =psi Shear.....Allowable =61.2psi Wall Weight =75.0psf Rebar Depth 'd'=3.00in Masonry Data f'm =psiFs =psiSolid Grouting = Modular Ratio 'n'= Equiv. Solid Thick.= Concrete Data f'c =3,000.0psi Fy =60,000.0 Masonry Design Method ASD= Load Factors Building Code Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.600 Seismic, E 1.000 psi Service Level =744.7lbsStrength Level Service Level Strength Level =1,148.1ft-# Service Level Strength Level =20.7psi Design Method =SD SD SD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)=in2 Page 17 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.0952 in2/ft 0.0018bh : 0.0018(12)(6) :0.1296 in2/ft Horizontal Reinforcing Options : ============One layer of : Two layers of : Required Area :0.1296 in2/ft #4@ 18.52 in #4@ 37.04 in Provided Area :0.2325 in2/ft #5@ 28.70 in #5@ 57.41 in Maximum Area :0.4877 in2/ft #6@ 40.74 in #6@ 81.48 in 1.25 1.75 14.00 Footing Torsion, Tu = = ft-lbs0.00 Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 =3,000 psi Toe Width =ft Heel Width = Key Distance from Toe Key Depth Key Width =in =in = 0.00 0.00 0.00 ft Footing Thickness =in 3.00= Cover @ Top =2.00 in@ Btm.=3.00 in Total Footing Width =150.00 pcfFooting Concrete Density Fy =60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe:#4@ 7.93 in, #5@ 12.30 in, #6@ 17.46 in, #7@ 23.80 in, #8@ 31.34 in, #9@ 39.68 in, #10@ 50.39 in phiMn = phi*5*lambda*sqrt(fc)*Sm =None Spec'd = = = = = 1,463 977 164 813 3.44 82.16 Heel: 0 120 702 582 5.57 43.82 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing =None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing =# 5 @ 16.00 in Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.91 0.30 #4@ 7.94 in #5@ 12.30 in #6@ 17.46 in in2 in2 /ft If two layers of horizontal bars: #4@ 15.87 in #5@ 24.60 in #6@ 34.92 in supplemental design for footing torsion. phiMn 3,94410,943=ft-# OKNG Page 18 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING.....Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel 485.42.58187.9=Surcharge over Heel = Surcharge Over Heel = 125.0 2.38 296.9= Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = = = = = = Stem Weight(s) = 300.0 1.50 450.0 Earth @ Stem Transitions =Footing Weight = 525.0 1.50 787.5 Key Weight = Added Lateral Load lbs =1,404.8 Vert. Component Total = 1,500.0 2,840.6 * Axial live load NOT included in total displayed, or used for overturningresistance, but is included for soil pressure calculation. Total =R.M. =721.8 O.T.M. = Resisting/Overturning Ratio =2.02 Vertical Loads used for Soil Pressure =1,500.0 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 550.0 2.38 2.38 1,306.3 1,306.3 Water Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 533.9 1.72 919.5 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only)0.039 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Page 19 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Rebar Lap & Embedment Lengths Information Stem Design Segment: Bottom Stem Design Height: 0.00 ft above top of footing Lap Splice length for #5 bar specified in this stem design segment (25.4.2.4a) =21.36 in Development length for #5 bar specified in this stem design segment =16.43 in Hooked embedment length into footing for #5 bar specified in this stem design segment =7.87 in As Provided =0.2325 in2/ft As Required =0.1200 in2/ft Page 20 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 21 2130 E 4th St 2/11/2025 Cantilevered Retaining Wall LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:RAMP RETAINING WALL - 13/SD-1.0 Project File: Wood Bridge Plaza.ec6 Project Title: Engineer: Project ID: Project Descr: Page 22 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES Page i March 30, 2023 Project No. 234812-10A TABLE OF CONTENTS Section Page INTRODUCTION ....................................................................................................................................................1 SITE DESCRIPTION ...............................................................................................................................................1 PROPOSED DEVELOPMENT ............................................................................................................................1 FIELD EXPLORATION AND LABORATORY TESTING ......................................................................................3 Field Exploration ..............................................................................................................................................3 Laboratory Testing ..........................................................................................................................................3 FINDINGS ................................................................................................................................................................3 Regional Geology ..............................................................................................................................................3 Local Geology ....................................................................................................................................................4 Faulting ..............................................................................................................................................................6 Landslides ..........................................................................................................................................................6 CONCLUSIONS AND RECOMMENDATIONS .......................................................................................................6 General ...............................................................................................................................................................6 Earthwork ..........................................................................................................................................................7 Earthwork and Grading ..............................................................................................................................7 Clearing and Grubbing ................................................................................................................................7 Excavation Characteristics .........................................................................................................................7 Groundwater .................................................................................................................................................7 Ground Preparation for Fill Areas ............................................................................................................7 Oversize Rock ...............................................................................................................................................8 Compacted Fill Placement ..........................................................................................................................8 Import Earth Materials ...............................................................................................................................8 Cut/Fill Transitions .....................................................................................................................................9 Cut Areas ........................................................................................................................................................9 Shrinkage, Bulking and Subsidence .........................................................................................................9 Geotechnical Observations ......................................................................................................................10 Post Grading Considerations .......................................................................................................................10 Slope Landscaping and Maintenance .....................................................................................................10 Site Drainage ...............................................................................................................................................10 Utility Trenches ..........................................................................................................................................10 SEISMIC DESIGN CONSIDERATIONS ................................................................................................................11 Ground Motions ..............................................................................................................................................11 Secondary Seismic Hazards .........................................................................................................................12 Liquefaction and Lateral Spreading ...........................................................................................................12 General .............................................................................................................................................................13 Allowable Bearing Values .............................................................................................................................13 Settlement........................................................................................................................................................13 Lateral Resistance ..........................................................................................................................................13 Structural Setbacks and Building Clearance ............................................................................................14 Foundation Observations .............................................................................................................................15 Expansive Soil Considerations ....................................................................................................................15 Post Tensioned Slab/Foundation Design Recommendations ...............................................................15 Corrosivity .......................................................................................................................................................17 RETAINING WALLS .............................................................................................................................................18 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES Page ii March 30, 2023 Project No. 234812-10A Active and At-Rest Earth Pressures ............................................................................................................18 Subdrain System .............................................................................................................................................19 Temporary Excavations ................................................................................................................................19 Retaining Wall Backfill .................................................................................................................................19 CONCRETE FLATWORK .....................................................................................................................................20 Thickness and Joint Spacing ........................................................................................................................20 Subgrade Preparation ...................................................................................................................................20 GRADING PLAN REVIEW AND CONSTRUCTION SERVICES .........................................................................20 REPORT LIMITATIONS ......................................................................................................................................21 Attachments: Figure 1 – Vicinity Map (Page 2) Figure 2 – Regional Geologic Map (Page 5) APPENDIX A – References (Rear of Text) APPENDIX B – Exploratory Logs (Rear of Text) APPENDIX C – Laboratory Procedures and Test Results (Rear of Text) APPENDIX D – Seismicity (Rear of Text) APPENDIX E – Liquefaction Analysis (Rear of Text) APPENDIX E – General Earthwork and Grading Specifications (Rear of Text) Plate 1 – Geotechnical Map (Rear of Text) 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 1 March 30, 2023 Project Number 234812-10A INTRODUCTION Earth Strata Geotechnical Services is pleased to present our preliminary geotechnical interpretive report for the proposed development. The purpose of this study was to evaluate the nature, distribution, engineering properties, and geologic strata underlying the site with respect to the proposed development, and then provide preliminary grading and foundation design recommendations based on the plans you provided. The general location of the subject property is indicated on the Vicinity Map, Figure 1. The plans you provided were used as the base map to show geologic conditions within the subject site, see Geotechnical Map, Plate 1. SITE DESCRIPTION The subject property is located at 2130 East 4th Street in the City of Santa Ana, Orange County, California. The approximate location of the site is shown on the Vicinity Map, Figure 1. The subject property is comprised of a developed parcel of land with an existing office building and parking lot. Topographic relief at the subject property is relatively low with the terrain being generally flat. Elevations at the site range from approximately 138 to 144 feet above mean sea level (msl), for a difference of about ± feet across the entire site. Drainage within the subject property generally flows to the west. The site is currently bordered by commercial development to the east and west, East 4th Street to the north and parking lots to the south. Most of the vegetation on the site consists of landscape areas throughout the subject site. PROPOSED DEVELOPMENT The proposed residential development is expected to consist of concrete, wood or steel framed one- and/or two-story structures utilizing slab on grade construction with associated streets, landscape areas, and utilities. The current development plans include two buildings positioned in the southeastern portion of the site. The plans provided by you were utilized in our exploration and form the base for our Geotechnical Map, Plate 1 2130 E 4th St 2/11/2025 N PROPOSED TWO MULTI-FAMILY RESIDENTIAL BUILDINGS 234812-10A VICINITY MAP APR 2023 FIGURE 1 SEE BAR SCALE Geotechnical, Environmental and Materials Testing Consultants www.ESGSINC.com (951) 397-8315 Earth Strata Geotechnical Services, Inc. 234812-10A APPROXIMATE SITE LOCATION 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 3 March 30, 2023 Project Number 234812-10A FIELD EXPLORATION AND LABORATORY TESTING Field Exploration Subsurface exploration within the subject site was performed on March 25, 2023 for the exploratory excavations. A truck mounted hollow-stem-auger drill rig was utilized to drill three (3) borings throughout the site to a maximum depth of 46.5 feet. An underground utilities clearance was obtained from Underground Service Alert of Southern California, prior to the subsurface exploration. Earth materials encountered during exploration were classified and logged in general accordance with the Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) of ASTM D 2488. Upon completion of laboratory testing, exploratory logs and sample descriptions may have been reconciled to reflect laboratory test results with regard to ASTM D 2487. Associated with the subsurface exploration was the collection of bulk (disturbed) samples and relatively undisturbed samples of earth materials for laboratory testing and analysis. The relatively undisturbed samples were obtained with a 3 inch outside diameter modified California split-spoon sampler lined with 1-inch-high brass rings. The blow count per one-foot increment was recorded in the boring logs. The central portions of the driven samples were placed in sealed containers and transported to our laboratory for testing and analysis. The approximate exploratory locations are shown on Plate 1 and descriptive logs are presented in Appendix B. Laboratory Testing Maximum dry density/optimum moisture content, expansion potential, pH, resistivity, sulfate content, chloride content, and in-situ density/moisture content were determined for selected undisturbed and bulk samples of earth materials, considered representative of those encountered. An evaluation of the test data is reflected throughout the Conclusions and Recommendations section of this report. A brief description of laboratory test criteria and summaries of test data are presented in Appendix C. FINDINGS Regional Geology Regionally, the site is located in the Peninsular Ranges Geomorphic Province of California. The Peninsular Ranges are characterized by northwest trending steep mountain ranges separated by sediment filled elongated valleys. The dominant structural geologic features reflect the northwest trend of the province. Associated with and subparallel to the San Andreas Fault are the San Jacinto Fault, Newport-Inglewood, and the Whittier-Elsinore Fault. The Santa Ana Mountains abut the west side of the Elsinore Fault while the Perris Block forms the other side of the fault zone to the east. The Perris Block is bounded to the east by the San Jacinto Fault. The northern perimeter of the Los Angeles basin forms part of a northerly dipping blind thrust fault at the boundary between the Peninsular Ranges Province and the Transverse Range Province. The mountainous regions within the Peninsular Ranges Province are comprised of Pre-Cretaceous, metasedimentary, and metavolcanic rocks along with Cretaceous plutonic rocks of the Southern California Batholith. The low lying areas are primarily comprised of Tertiary and Quaternary non-marine alluvial 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 4 March 30, 2023 Project Number 234812-10A sediments consisting of alluvial deposits, sandstones, claystones, siltstones, conglomerates, and occasional volcanic units. A map illustrating the regional geology is presented on the Regional Geologic Map, Figure 2. Local Geology The earth materials on the site are primarily comprised of artificial fill and Quaternary alluvial materials. A general description of the dominant earth materials observed on the site is provided below: • Artificial Fill, Undocumented (map symbol Afu): Undocumented artificial fill materials were encountered throughout the site within the upper 4 to 6 feet during exploration. These materials are typically locally derived from the native materials and consist generally of brown silty sand. These materials are generally inconsistent, poorly consolidated fills. • Quaternary Young Alluvial Fan Deposits (map symbol Qyf): Quaternary young alluvial fan deposits were encountered below the artificial fill to the maximum depths explored. These young alluvial deposits consist predominantly of interlayered brown to gray, fine to coarse grained silty sand, sandy silt, sandy clay, poorly graded sand and poorly graded gravel. These deposits were generally noted to be in a slightly moist to moist, loose to medium dense state. 2130 E 4th St 2/11/2025 N REFERENCES: Morton, D.M. and Miller, F.K., 2006, Geologic map of the San Bernardino and Santa Ana 30' x 60' quadrangles, California, U.S. Geological Survey, Open-File Report OF-2006-1217, 1:100,000. PROPOSED TWO MULTI-FAMILY RESIDENTIAL BUILDINGS 234812-10A REGIONAL GEOLOGIC MAP APR 2023 FIGURE 2 SCALE 1:18,056 LEGEND Qyf -Quaternary Young Alluvial Fan Deposits Geotechnical, Environmental and Materials Testing Consultants www.ESGSINC.com (951) 397-8315 Earth Strata Geotechnical Services, Inc. 234812-10A - APPROXIMATE SITE LOCATION 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 6 March 30, 2023 Project Number 234812-10A Faulting The project is located in a seismically active region and as a result, significant ground shaking will likely impact the site within the design life of the proposed project. The geologic structure of the entire southern California area is dominated by northwest-trending faults associated with the San Andreas Fault system, which accommodates for most of the right lateral movement associated with the relative motion between the Pacific and North American tectonic plates. Known active faults within this system include the Newport-Inglewood, Whittier-Elsinore, San Jacinto and San Andreas Faults. No active faults are known to project through the site and the site is not located within an Alquist-Priolo Earthquake Fault Zone, established by the State of California to restrict the construction of new habitable structures across identifiable traces of known active faults. An active fault is defined by the State of California as having surface displacement within the past 11,000 years or during the Holocene geologic time period. Based on our mapping of the subject site, review of current and historical aerial imagery, lack of lineaments indicative of active faulting, and the data compiled during the preparation of this report, it is our interpretation that the potential for surface rupture to adversely impact the proposed structures is very low to remote. Based on our review of regional geologic maps and applicable computer programs (USGS Seismic Design Maps, Caltrans ARS online, and USGS Earthquake Hazard Programs), the San Joaquin Hills Fault with an approximate source to site distance of 6.42 kilometers is the closest known active fault anticipated to produce the highest ground accelerations, with an anticipated maximum modal magnitude of 7.1. A list of faults as well as a list of significant historical seismic events within a 100km radius of the subject site are included in Appendix D. Landslides Landslide debris was not observed during our subsurface exploration and no ancient landslides are known to exist on the site. No landslides are known to exist, or have been mapped, in the vicinity of the site. Geologic mapping of the site conducted during our investigation, and review of aerial imagery of the site, reveal no geomorphic expressions indicative of landsliding. CONCLUSIONS AND RECOMMENDATIONS General From geotechnical and engineering geologic points of view, the subject property is considered suitable for the proposed development, provided the following conclusions and recommendations are incorporated into the plans and are implemented during construction. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 7 March 30, 2023 Project Number 234812-10A Earthwork Earthwork and Grading The provisions of the 2022 California Building Code (CBC), including the General Earthwork and Grading Specifications in the last Appendix of this report, should be applied to all earthwork and grading operations, as well as in accordance with all applicable grading codes and requirements of the appropriate reviewing agency. Unless specifically revised or amended herein, grading operations should also be performed in accordance with applicable provisions of our General Earthwork and Grading Specifications within the last appendix of this report. Clearing and Grubbing Vegetation including trees, grasses, weeds, brush, shrubs, or any other debris should be stripped from the areas to be graded and properly disposed of offsite. In addition, laborers should be utilized to remove any roots, branches, or other deleterious materials during grading operations. Earth Strata Geotechnical Services should be notified at the appropriate times to provide observation and testing services during Clearing and Grubbing operations. Any buried structures or unanticipated conditions should be brought to our immediate attention. Excavation Characteristics Based on the results of our exploration and experience with similar projects in similar settings, the near surface earth materials, will be readily excavated with conventional earth moving equipment. Groundwater Groundwater was not observed during our subsurface exploration. Local well data from the California Department of Water Resources indicates groundwater levels at depths greater than 100 feet below ground surface Ground Preparation for Fill Areas For each area to receive compacted fill, the removal of low density, compressible earth materials, such as upper alluvial materials and undocumented artificial fill, should continue until firm competent alluvium is encountered. Removal excavations are subject to verification by the project engineer, geologist or their representative. Prior to placing compacted fills, the exposed bottom in each removal area should be scarified to a depth of 6 inches or more, watered or air dried as necessary to achieve near optimum moisture conditions and then compacted to a minimum of 90 percent of the maximum dry density determined by ASTM D 1557. The intent of remedial grading is to diminish the potential for hydro-consolidation, slope instability, and/or settlement. Remedial grading should extend beyond the perimeter of the proposed structures a horizontal distance equal to the depth of excavation or a minimum of 5 feet, whichever is greater. For cursory purposes the anticipated removal depths are shown on the enclosed Geotechnical Map, Plate 1. In general, the anticipated removal depths within the proposed building 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 8 March 30, 2023 Project Number 234812-10A locations should extend to 10 feet below existing grade. 5XT Geogrid or equivalent should be placed at the bottom the excavation and the compacted fill should be reinforced with 5-XT Geogrid every two (2) vertical feet of compacted fill up to 4 feet below finish grade. Wet Removals Wet alluvial materials will probably not be encountered within the low lying areas of the site. If removals of wet alluvial materials are required, special grading equipment and procedures can greatly reduce overall costs. Careful planning by an experienced grading contractor can reduce the need for special equipment, such as swamp cats, draglines, excavators, pumps, and top loading earthmovers. Possible solutions may include the placement of imported angular rock and/or geotextile ground reinforcement. More specific recommendations can be provided based on the actual conditions encountered. Drying or mixing of wet materials with dry materials will be needed to bring the wet materials to near optimum moisture prior to placing wet materials into compacted fills. Oversize Rock Oversize rock is not expected to be encountered during grading. Oversize rock that is encountered (i.e., rock exceeding a maximum dimension of 12 inches) should be disposed of offsite or stockpiled onsite and crushed for future use. The disposal of oversize rock is discussed in greater detail in General Earthwork and Grading Specifications within the last appendix of this report. Compacted Fill Placement Compacted fill materials should be placed in 6 to 8 inch maximum (uncompacted) lifts, watered or air dried as necessary to achieve uniform near optimum moisture content and then compacted to a minimum of 90 percent of the maximum dry density determined by ASTM D 1557. Import Earth Materials Should import earth materials be needed to achieve final design grades, all potential import materials should be free of deleterious/oversize materials, non-expansive, and approved by the project geotechnical consultant prior to delivery onsite. Slot Cuts and Temporary Shoring Vertical excavations exposing removing support from adjacent structures or utilities will require the use of temporary shoring or slot cutting (ABC method). Temporary shoring should be designed for an equivalent fluid pressure of 40 pounds per cubic foot per the enclosed calculations. The slot cutting method uses the earth as a buttress and allows the excavation to proceed in phases. The initial excavation is made at a slope of 1:1. Alternate slots of 10 feet in width may be worked. The remaining earth buttresses should be 10 feet in width. The “A” slot cuts should be completed and backfilled before the "B" earth buttresses are excavated. The "C" earth buttresses may be excavated upon completion of the backfilling of the "B" areas. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 9 March 30, 2023 Project Number 234812-10A The geologist should be present during grading to see temporary slopes. It is imperative that grading schedules minimize the exposure time of the unsupported excavations. All excavations should be stabilized within 30 days of initial excavation. Water should not be allowed to pond on top of the excavations nor to flow toward it. Cut/Fill Transitions Cut/fill transitions should be eliminated from all building areas where the depth of fill placed within the “fill” portion exceeds proposed footing depths. This is to diminish distress to structures resulting from excessive differential settlement. The entire foundation of each structure should be founded on a uniform bearing material. This should be accomplished by overexcavating the “cut” portion and replacing the excavated materials as properly compacted fill. Refer to the following table for recommended depths of overexcavation. DEPTH OF FILL (“fill” portion) DEPTH OF OVEREXCAVATION (“cut” portion) Overexcavation of the “cut” portion should extend beyond the building perimeter a horizontal distance equal to the depth of overexcavation or a minimum of 5 feet, whichever is greater. Cut Areas In cut areas, an area a minimum of 5 feet beyond the footprint of the proposed structures should overexcavated until; competent bottoms are achieved; to a minimum 3 feet below the proposed foundations; or per the Overexcavation Table above; (whichever is greater) and replaced with compacted fill. Final determination of areas that require overexcavation should be determined in the field by a representative of Earth Strata Geotechnical Services. Shrinkage, Bulking and Subsidence Volumetric changes in earth material quantities will occur when poorly consolidated earth materials are replaced with properly compacted fill. Estimates of the percent shrinkage/bulking factors for the various geologic units observed on the subject property are based on in-place densities and on the estimated average percent of relative compaction achieved during grading. GEOLOGIC UNIT SHRINKAGE (%) Subsidence from scarification and recompaction of exposed bottom surfaces is expected to be negligible to approximately 0.01 foot. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 10 March 30, 2023 Project Number 234812-10A The estimates of shrinkage/bulking and subsidence are intended as an aid for project engineers in determining earthwork quantities. Since many variables can affect the accuracy of these estimates, they should be used with caution and contingency plans should be in place for balancing the project. Geotechnical Observations Clearing operations, removal of unsuitable materials, and general grading procedures should be observed by the project geotechnical consultant or his representative. No compacted fill should be placed without observations by the geotechnical consultant or his representative to verify the adequacy of the removals. The project geotechnical consultant or his representative should be present to observe grading operations and to check that minimum compaction requirements and proper lift thicknesses are being met, as well as to verify compliance with the other recommendations presented herein. Post Grading Considerations Slope Landscaping and Maintenance Adequate slope and building pad drainage is essential for the long term performance of the subject site. The gross stability of graded slopes should not be adversely affected, provided all drainage provisions are properly constructed and maintained. Engineered slopes should be landscaped with deep rooted, drought tolerant maintenance free plant species, as recommended by the project landscape architect. Site Drainage Control of site drainage is important for the performance of the proposed project. Roof gutters are recommended for the proposed structures. Pad and roof drainage should be collected and transferred to driveways, adjacent streets, storm-drain facilities, or other locations approved by the building official in non-erosive drainage devices. Drainage should not be allowed to pond on the pad or against any foundation or retaining wall. Drainage should not be allowed to flow uncontrolled over any descending slope. Planters located within retaining wall backfill should be sealed to prevent moisture intrusion into the backfill. Planters located next to structures should be sealed to the depth of the footings. Drainage control devices require periodic cleaning, testing and maintenance to remain effective. At a minimum, pad drainage should be designed at the minimum gradients required by the CBC. To divert water away from foundations, the ground surface adjacent to foundations should also be graded at the minimum gradients required per the CBC. Utility Trenches All utility trench backfill should be compacted at near optimum moisture to a minimum of 90 percent of the maximum dry density determined by ASTM D 1557. For utility trench backfill within pavement areas the upper 6 inches of subgrade materials should be compacted to 95 percent of the maximum dry density determined by ASTM D 1557. This includes within the street right-of-ways, 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 11 March 30, 2023 Project Number 234812-10A utility easements, under footings, sidewalks, driveways and building floor slabs, as well as within or adjacent to any slopes. Backfill should be placed in approximately 6 to 8 inch maximum loose lifts and then mechanically compacted with a hydro-hammer, rolling with a sheepsfoot, pneumatic tampers, or similar equipment. The utility trenches should be tested by the project geotechnical engineer or their representative to verify minimum compaction requirements are obtained. In order to minimize the penetration of moisture below building slabs, all utility trenches should be backfilled with compacted fill, lean concrete or concrete slurry where they undercut the perimeter foundation. Utility trenches that are proposed parallel to any building footings (interior and/or exterior trenches), should not be located within a 1:1 (h:v) plane projected downward from the outside bottom edge of the footing. SEISMIC DESIGN CONSIDERATIONS Ground Motions Structures are required to be designed and constructed to resist the effects of seismic ground motions as provided in the 2022 California Building Code Section 1613. The design is dependent on the site class, occupancy category I, II, III, or IV, mapped spectral accelerations for short periods (Ss), and mapped spectral acceleration for a 1-second period (S1). In order for structural design to comply with the 2022 CBC, the USGS “US Seismic Design Maps” online tool was used to compile spectral accelerations for the subject property based on data and maps jointly compiled by the United States Geological Survey (USGS) and the California Geological Survey (CGS). The data found in the following table is based on the Maximum Considered Earthquake (MCE) with 5% damped ground motions having a 2% probability of being exceeded in 50 years (2,475 year return period). The seismic design coefficients were determined by a combination of the site class, mapped spectral accelerations, and occupancy category. The following seismic design coefficients should be implemented during design of the proposed structures. Summaries of the Seismic Hazard Deaggregation graphs and test data are presented in Appendix D. 2022 CBC FACTOR (ASCE 7-22) Site Location ˚ (North)˚(West) s 1 ms 1.76 g m1 1.17 g 1.17 g 0.78 g 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 12 March 30, 2023 Project Number 234812-10A We performed the probabilistic seismic hazard assessment for the site in accordance with the 2022 CBC, Section 1803.5.11 and 1803.5.12. The probabilistic seismic hazard maps and data files were jointly prepared by the United States Geological Survey (USGS) and the California Geological Survey (CGS) and can be found at the CGS Probabilistic Seismic Hazards Mapping Ground Motion Page. Actual ground shaking intensities at the site may be substantially higher or lower based on complex variables such as the near source directivity effects, depth and consistency of earth materials, topography, geologic structure, direction of fault rupture, and seismic wave reflection, refraction, and attenuation rates. The mean peak ground acceleration was calculated to be 0.66g. Secondary Seismic Hazards Secondary effects of seismic shaking considered as potential hazards include several types of ground failure as well as induced flooding. Different types of ground failure, which could occur as a consequence of severe ground shaking at the site, include landslides, ground lurching, shallow ground rupture, and liquefaction/lateral spreading. The probability of occurrence of each type of ground failure depends on the severity of the earthquake, distance from faults, topography, the state of subsurface earth materials, groundwater conditions, and other factors. Based on our experience, subsurface exploration, and laboratory testing, all of the above secondary effects of seismic activity are considered unlikely. Seismically induced flooding is normally a consequence of a tsunami (seismic sea wave), a seiche (i.e., a wave-like oscillation of surface water in an enclosed basin that may be initiated by a strong earthquake) or failure of a major reservoir or retention system up gradient of the site. Since the site is at an elevation of more than 140 feet above mean sea level and is located more than 10 miles inland from the nearest coastline of the Pacific Ocean, the potential for seismically induced flooding due to a tsunami is considered nonexistent. Since no enclosed bodies of water lie adjacent to or up gradient of the site, the likelihood for induced flooding due to a dam failure or a seiche overcoming the dam’s freeboard is considered nonexistent. Liquefaction and Lateral Spreading Liquefaction occurs as a result of a substantial loss of shear strength or shearing resistance in loose, saturated, cohesionless earth materials subjected to earthquake induced ground shaking. Potential impacts from liquefaction include loss of bearing capacity, liquefaction related settlement, lateral movements, and surface manifestation such as sand boils. Seismically induced settlement occurs when loose sandy soils become denser when subjected to shaking during an earthquake. The three factors determining whether a site is likely to be subject to liquefaction include seismic shaking, type and consistency of earth materials, and groundwater level. The proposed structures will be supported by compacted fill reinforced with geogrid and no shallow groundwater. As such, the potential for earthquake induced liquefaction and lateral spreading beneath the proposed structures is considered high. Liquefaction analyses were performed for the existing un-graded and graded conditions, using a conservative groundwater level of 5 feet to represent the historic high groundwater level. The analyses of post graded conditions determined that potentially liquefiable earth materials were encountered in boring B-1, from 7 to 13, 23 to 28, and 33 to 40 feet below ground surface. We estimate that dynamic settlement of sands due to liquefaction will be on the order of 5.6 inches. With the recommended removal and recompaction of the near surface soils, the estimated settlement can be reduced to 3.0 inches. The 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 13 March 30, 2023 Project Number 234812-10A recommended compacted fill reinforced with geogrid will further mitigate the estimated settlement, however increased structural slab design will be required to mitigate the effects of the remaining settlement. TENTATIVE FOUNDATION DESIGN RECOMMENDATIONS General Provided grading is performed in accordance with the recommendations of this report, shallow foundations are considered feasible for support of the proposed structures. Tentative foundation recommendations are provided herein and graphic presentations of relevant recommendations may also be included on the enclosed map. Allowable Bearing Values An allowable bearing value of 2,000 pounds per square foot (psf) is recommended for design of 24-inch square pad footings and 12-inch-wide continuous footings founded at a minimum depth of 12 inches below the lowest adjacent final grade. This value may be increased by 20 percent for each additional 1-foot of width and/or depth to a maximum value of 2,500 psf. Recommended allowable bearing values include both dead and frequently applied live loads and may be increased by one third when designing for short duration wind or seismic forces. Settlement Based on the settlement characteristics of the earth materials that underlie the building sites and the anticipated loading, we estimate that the static maximum total settlement of the foundation will be on the order of approximately 2 inches. Differential settlement is expected to be about ½ inch over a horizontal distance of approximately 20 feet. It is anticipated that the majority of the settlement will occur during construction or shortly after the initial application of loading. The above settlement estimates are based on the assumption that the grading and construction are performed in accordance with the recommendations presented in this report and that the project geotechnical consultant will observe or test the earth material conditions in the footing excavations. Lateral Resistance Passive earth pressure of 250 psf per foot of depth to a maximum value of 2,500 psf may be used to establish lateral bearing resistance for footings. For areas covered with hardscape, passive earth pressure may be taken from the surface. For areas without hardscape, the upper 12 inches of the soil profile must be neglected when calculating passive earth pressure. A coefficient of friction of 0.36 times the dead load forces may be used between concrete and the supporting earth materials to determine lateral sliding resistance. The above values may be increased by one-third when designing for short duration wind or seismic forces. When combining passive and friction for lateral resistance, the passive component should be reduced by one third. In no case shall the lateral sliding resistance exceed one-half the dead load for clay, sandy clay, sandy silty clay, silty clay, and clayey silt. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 14 March 30, 2023 Project Number 234812-10A The above lateral resistance values are based on footings for an entire structure being placed directly against compacted fill. Structural Setbacks and Building Clearance Structural setbacks are required per the 2022 California Building Code (CBC). Additional structural setbacks are not required due to geologic or geotechnical conditions within the site. Improvements constructed in close proximity to natural or properly engineered and compacted slopes can, over time, be affected by natural processes including gravity forces, weathering, and long term secondary settlement. As a result, the CBC requires that buildings and structures be setback or footings deepened to resist the influence of these processes. For structures that are planned near ascending and descending slopes, the footings should be embedded to satisfy the requirements presented in the CBC, Section 1808.7 as illustrated in the following Foundation Clearances from Slopes diagram. FOUNDATION CLEARANCES FROM SLOPES 2022 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 15 March 30, 2023 Project Number 234812-10A When determining the required clearance from ascending slopes with a retaining wall at the toe, the height of the slope shall be measured from the top of the wall to the top of the slope. Foundation Observations In accordance with the 2022 CBC and prior to the placement of forms, concrete, or steel, all foundation excavations should be observed by the geologist, engineer, or his representative to verify that they have been excavated into competent bearing materials. The excavations should be per the approved plans, moistened, cleaned of all loose materials, trimmed neat, level, and square. Any moisture softened earth materials should be removed prior to steel or concrete placement. Earth materials from foundation excavations should not be placed in slab on grade areas unless the materials are tested for expansion potential and compacted to a minimum of 90 percent of the maximum dry density. Expansive Soil Considerations Preliminary laboratory test results indicate onsite earth materials exhibit an expansion potential of LOW as classified in accordance with 2022 CBC Section 1803.5.3 and ASTM D 4829. Additional, testing for expansive soil conditions should be conducted upon completion of rough grading. The following recommendations should be considered the very minimum requirements, for the earth materials tested. It is common practice for the project architect or structural engineer to require additional slab thickness, footing sizes, and/or reinforcement. Post Tensioned Slab/Foundation Design Recommendations Post tensioned slabs are recommend for support of the proposed structures. We recommend that the foundation engineer design the foundation system using the Preliminary Post Tensioned Foundation Slab Design table below. These parameters have been provided in general accordance with Post Tensioned Design. Alternate designs addressing the effects of expansive earth materials are allowed per 2022 CBC Section 1808.6.2. When utilizing these parameters, the foundation engineer should design the foundation system in accordance with the allowable deflection criteria of applicable codes and per the requirements of the structural engineer/architect. It should be noted that the post tensioned design methodology is partially based on the assumption that soil moisture changes around and underneath post tensioned slabs, are influenced only by climate conditions. Soil moisture change below slabs is the major factor in foundation damages relating to expansive soil. However, the design methodology has no consideration for presaturation, owner irrigation, or other non-climate related influences on the moisture content of subgrade earth materials. In recognition of these factors, we modified the geotechnical parameters determined from this methodology to account for reasonable irrigation practices and proper homeowner maintenance. Additionally, we recommend that prior to excavating footings, slab subgrades be presoaked to a depth of 12 inches and maintained at above 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 16 March 30, 2023 Project Number 234812-10A optimum moisture until placing concrete. Furthermore, we recommend that the moisture content of the earth materials around the immediate perimeter and below the slab be presaturated to at least 1% above optimum moisture content just prior to placing concrete. The pre-watering should be verified and tested by Earth Strata Geotechnical Services during construction. The following geotechnical parameters assume that areas adjacent to the foundations, which are planted and irrigated, will be designed with proper drainage to prevent water from ponding. Water ponding near the foundation causes significant moisture change below the foundation. Our recommendations do not account for excessive irrigation and/or incorrect landscape design. Planters placed adjacent to the foundation, should be designed with an effective drainage system or liners, to prevent moisture infiltration below the foundation. Some lifting of the perimeter foundation beam should be expected even with properly constructed planters. Based on our experience monitoring sites with similar earth materials, elevated moisture contents below the foundation perimeter due to incorrect landscaping irrigation or maintenance, can result in uplift at the perimeter foundation relative to the central portion of the slab. Future owners should be informed and educated of the importance in maintaining a consistent level of moisture within the earth materials around the structures. Future owners should also be informed of the potential negative consequences of either excessive watering, or allowing expansive earth materials to become too dry. Earth materials will shrink as they dry, followed by swelling during the rainy winter season, or when irrigation is resumed. This will cause distress to site improvements and structures. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 17 March 30, 2023 Project Number 234812-10A Preliminary Post Tensioned Foundation Slab Design PARAMETER VALUE < 40 percent (assumed) variation distance, em 5.5 feet 3.0 inches em 4.0 feet 1.5 inches Negligible 120 pci 24 2Under Slab Moisture/Vapor Barrier and Sand Layer 10-mil thick moisture/vapor barrier meeting the requirements of a ASTM E 1745 Class A material 2. Recommendations for foundation reinforcement are ultimately the purview of the foundation/structural engineer based upon the geotechnical criteria presented in this report, and structural engineering considerations. Corrosivity Corrosion is defined by the National Association of Corrosion Engineers (NACE) as “a deterioration of a substance or its properties because of a reaction with its environment.” From a geotechnical viewpoint, the “substances” are the reinforced concrete foundations or buried metallic elements (not surrounded by concrete) and the “environment” is the prevailing earth materials in contact with them. Many factors can contribute to corrosivity, including the presence of chlorides, sulfates, salts, organic materials, different oxygen levels, poor drainage, different soil types, and moisture content. It is not considered practical or realistic to test for all of the factors which may contribute to corrosivity. The potential for concrete exposure to chlorides is based upon the recognized Caltrans reference standard “Bridge Design Specifications”, under Subsection 8.22.1 of that document, Caltrans has determined that “Corrosive water or soil contains more than 500 parts per million (ppm) of chlorides”. Based on limited preliminary laboratory testing, the onsite earth materials have chloride contents less than 500 ppm. As such, specific requirements resulting from elevated chloride contents are not required. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 18 March 30, 2023 Project Number 234812-10A Specific guidelines for concrete mix design are provided in 2022 CBC Section 1904.1 and ACI 318-19, Section 4.3 Tables 19.3.1.1 and 19.3.2.1 when the soluble sulfate content of earth materials exceeds 0.1 percent by weight. Based on limited preliminary laboratory testing, the onsite earth materials are classified in accordance with Tables 19.3.1.1 and 19.3.2.1 as having a negligible sulfate exposure condition. Therefore, structural concrete in contact with onsite earth materials should utilize Type I with a minimum 28 day compressive strength of 4,000 psi. Based on our laboratory testing of resistivity, the onsite earth materials in contact with buried steel should be considered moderately corrosive. Additionally, pH values below 5.6 and above 9.1 are recognized as being corrosive to many common metallic components. The pH values for the earth materials tested were lower than 9.1 and higher than 5.6. If building slabs are to be post tensioned, the post tensioning cables should be encased in concrete and/or encapsulated in accordance with the Post Tensioning Institute Guide Specifications. Post tensioning cable end plate anchors and nuts also need to be protected if exposed. If the anchor plates and nuts are in a recess in the edge of the concrete slab, the recess should be filled in with a non-shrink, non-porous, moisture-insensitive epoxy grout so that the anchorage assembly and the end of the cable are completely encased and isolated from the soil. A standard non-shrink, non-metallic cementitious grout may be used only when the post tension anchoring assembly is polyethylene encapsulated equivalent to that offered from a PTI plant or similar. The preliminary test results for corrosivity are based on limited samples, and the initiation of grading may blend various earth materials together. This blending or imported material could alter and increase the detrimental properties of the onsite earth materials. Accordingly, additional testing for chlorides and sulfates along with testing for pH and resistivity should be performed upon completion of grading. Laboratory test results are presented in Appendix C. RETAINING WALLS Active and At-Rest Earth Pressures Foundations may be designed in accordance with the recommendations provided in the Tentative Foundation Design Recommendation section of this report. The following table provides the minimum recommended equivalent fluid pressures for design of retaining walls a maximum of 6 feet high. The active earth pressure should be used for design of unrestrained retaining walls, which are free to tilt slightly. The at-rest earth pressure should be used for design of retaining walls that are restrained at the top, such as basement walls, curved walls with no joints, or walls restrained at corners. For curved walls, active pressure may be used if tilting is acceptable and construction joints are provided at each angle point and at a minimum of 15 foot intervals along the curved segments. MINIMUM STATIC EQUIVALENT FLUID PRESSURES (pcf) PRESSURE TYPE Active Earth Pressure 40 63 At-Rest Earth Pressure 60 95 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 19 March 30, 2023 Project Number 234812-10A The retaining wall parameters provided do not account for hydrostatic pressure behind the retaining walls. Therefore, the subdrain system is a very important part of the design. All retaining walls should be designed to resist surcharge loads imposed by other nearby walls, structures, or vehicles should be added to the above earth pressures, if the additional loads are being applied within a 1.5:1 (h:v) plane projected up from the heel of the retaining wall footing. As a way of minimizing surcharge loads and the settlement potential of nearby buildings, the footings for the building can be deepened below the 1.5:1 (h:v)plane projected up from the heel of the retaining wall footing. Upon request and under a separate scope of work, more detailed analyses can be performed to address equivalent fluid pressures with regard to stepped retaining walls, actual retaining wall heights, actual backfill inclinations, specific backfill materials, higher retaining walls requiring earthquake design motions, etc. Subdrain System We recommend a perforated pipe and gravel subdrain system be provided behind all proposed retaining walls to prevent the buildup of hydrostatic pressure behind the proposed retaining walls. The perforated pipe should consist of 4-inch minimum diameter Schedule 40 PVC or ABS SDR-35, placed with the perforations facing down. The pipe should be surrounded by 1 cubic foot per foot of ¾- or 1½ inch open graded gravel wrapped in filter fabric. The filter fabric should consist of Mirafi 140N or equivalent to prevent infiltration of fines and subsequent clogging of the subdrain system. In lieu of a perforated pipe and gravel subdrain system, weep holes or open vertical masonry joints may be provided in the lowest row of block exposed to the air to prevent the buildup of hydrostatic pressure behind the proposed retaining walls. Weep holes should be a minimum of 3 inches in diameter and provided at intervals at least every 6 feet along the wall. Open vertical masonry joints should be provided at a minimum of 32 inch intervals. A continuous gravel fill, a minimum of 1 cubic foot per foot, should be placed behind the weep holes or open masonry joints. The gravel should be wrapped in filter fabric consisting of Mirafi 140N or equivalent. The retaining walls should be adequately coated on the backfilled side of the walls with a proven waterproofing compound by an experienced professional to inhibit infiltration of moisture through the walls. Temporary Excavations All excavations should be made in accordance with Cal-OSHA requirements. Earth Strata Geotechnical Services is not responsible for job site safety. Retaining Wall Backfill Retaining wall backfill materials should be approved by the geotechnical engineer or his representative prior to placement as compacted fill. Retaining wall backfill should be placed in lifts no greater than 6 to 8 inches, watered or air dried as necessary to achieve near optimum moisture contents. All retaining wall backfill should be compacted to a minimum of 90 percent of the maximum dry density as determined by ASTM D 1557. Retaining wall backfill should be capped with a paved surface drain. 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 20 March 30, 2023 Project Number 234812-10A CONCRETE FLATWORK Thickness and Joint Spacing Concrete sidewalks and patio type slabs should be at least 4 inches thick and provided with construction or expansion joints every 6 feet or less, to reduce the potential for excessive cracking. Concrete driveway slabs should be at least 4 inches thick and provided with construction or expansion joints every 10 feet or less. Subgrade Preparation In order to reduce the potential for unsightly cracking, subgrade earth materials underlying concrete flatwork should be compacted at near optimum moisture to a minimum of 90 percent of the maximum dry density determined by ASTM D 1557 and then moistened to optimum or slightly above optimum moisture content. This moisture should extend to a depth of 12 inches below subgrade and be maintained prior to placement of concrete. Pre-watering of the earth materials prior to placing concrete will promote uniform curing of the concrete and minimize the development of shrinkage cracks. The project geotechnical engineer or his representative should verify the density and moisture content of the earth materials and the depth of moisture penetration prior to placing concrete. Cracking within concrete flatwork is often a result of factors such as the use of too high a water to cement ratio and/or inadequate steps taken to prevent moisture loss during the curing of the concrete. Concrete distress can be reduced by proper concrete mix design and proper placement and curing of the concrete. Minor cracking within concrete flatwork is normal and should be expected. GRADING PLAN REVIEW AND CONSTRUCTION SERVICES This report has been prepared for the exclusive use of Olive Crest and their authorized representative. It likely does not contain sufficient information for other parties or other uses. Earth Strata Geotechnical Services should be engaged to review the final design plans and specifications prior to construction. This is to verify that the recommendations contained in this report have been properly incorporated into the project plans and specifications. Should Earth Strata Geotechnical Services not be accorded the opportunity to review the project plans and specifications, we are not responsibility for misinterpretation of our recommendations. We recommend that Earth Strata Geotechnical Services be retained to provide geologic and geotechnical engineering services during grading and foundation excavation phases of the work. In order to allow for design changes in the event that the subsurface conditions differ from those anticipated prior to construction. Earth Strata Geotechnical Services should review any changes in the project and modify and approve in writing the conclusions and recommendations of this report. This report and the drawings contained within are intended for design input purposes only and are not intended to act as construction drawings or specifications. In the event that conditions encountered during grading or construction operations 2130 E 4th St 2/11/2025 EARTH STRATA GEOTECHNICAL SERVICES 21 March 30, 2023 Project Number 234812-10A appear to be different than those indicated in this report, this office should be notified immediately, as revisions may be required. REPORT LIMITATIONS Our services were performed using the degree of care and skill ordinarily exercised, under similar circumstances, by reputable soils engineers and geologists, practicing at the time and location this report was prepared. No other warranty, expressed or implied, is made as to the conclusions and professional advice included in this report. Earth materials vary in type, strength, and other geotechnical properties between points of observation and exploration. Groundwater and moisture conditions can also vary due to natural processes or the works of man on this or adjacent properties. As a result, we do not and cannot have complete knowledge of the subsurface conditions beneath the subject property. No practical study can completely eliminate uncertainty with regard to the anticipated geotechnical conditions in connection with a subject property. The conclusions and recommendations within this report are based upon the findings at the points of observation and are subject to confirmation by Earth Strata Geotechnical Services based on the conditions revealed during grading and construction. This report was prepared with the understanding that it is the responsibility of the owner or their representative, to ensure that the conclusions and recommendations contained herein are brought to the attention of the other project consultants and are incorporated into the plans and specifications. The owners’ contractor should properly implement the conclusions and recommendations during grading and construction, and notify the owner if they consider any of the recommendations presented herein to be unsafe or unsuitable. 2130 E 4th St 2/11/2025 APPENDIX A REFERENCES 2130 E 4th St 2/11/2025 APPENDIX A References California Building Standards Commission, 2022, 2022 California Building Code, California Code of Regulations Title 24, Part 2, Volume 2 of 2, Based on 2018 International Building Code. California Corrosion Guidelines DeLorme, 2004, (www.delorme.com) Topo USA®. Hart, Earl W. and Bryant, William A., 1997, Fault Rupture Hazard Zones in California, CDMG Special Publication 42, revised 2003. Jenkins, Olaf P., 1978, Geologic Map of California, Santa Ana Sheet; CDMG, Scale 1:250,000. Morton, D.M. (compiler), and Fred K. Miller (compiler), 2006, Geologic Map of the San Bernardino and Santa Ana 30' x 60' Quadrangles, California: U.S. Geological Survey, Version 1, California. National Bureau of Standards, 1989, Underground corrosion Circular 579. Per A.B. Chance® Recommendations, 2003 Southern California Earthquake Center (SCEC), 1999, Recommended Procedures for Implementation of DMG Special Publication 117, Guidelines for Analyzing and Mitigating Liquefaction Hazards in California, March. Tokimatsu, K., and Seed, H.B., 1987, Evaluation of Settlements in Sands Due to Earthquake Shaking, Journal of the Geotechnical Engineering Division, ASCE, Vol. 113, No. 8, pp. 861-878. 2130 E 4th St 2/11/2025 APPENDIX B EXPLORATORY LOGS 2130 E 4th St 2/11/2025 Project Name: Olive Crest, Santa Ana Logged By: HR Type of Rig: B-61 Drop (in): 30 Hole Diameter (in): 8 Hole Location: See Geotechnical Map A A A 34 Artificial Fill Undocumented (Afu) Quatenary Young Alluvial Fan Deposits (Qyf) 21 25 14 20 15 7 10 7.5 511 2.5 Page: 1 of 2 Project Number: 234812-10A Drilling Company: Drilling It Drive Weight (lbs): 140 Top of Hole Elevation (ft): See Map 42184 Remington Avenue, Temecula, CA 92590 7 10 Geotechnical Boring Log B-1 Date: March 25, 2023 2130 E 4th St 2/11/2025 Project Name: Olive Crest, Santa Ana Logged By: HR Type of Rig: B-61 Drop (in): 30 Hole Diameter (in): 8 Hole Location: See Geotechnical Map A A 42184 Remington Avenue, Temecula, CA 92590 14 10 45 28 40 30 Top of Hole Elevation (ft): See Map Geotechnical Boring Log B-1 Date: March 25, 2023 Page: 2 of 2 Project Number: 234812-10A Drilling Company: Drilling It Drive Weight (lbs): 140 2130 E 4th St 2/11/2025 Project Name: Olive Crest, Santa Ana Logged By: HR Type of Rig: B-61 Drop (in): 30 Hole Diameter (in): 8 Hole Location: See Geotechnical Map 42184 Remington Avenue, Temecula, CA 92590 10 15 20 10 13 7.5 14 5 Quaternary Young Alluvial Fan Deposits (Qyf) 9 2.5 Artificial Fill Undocumented (Afu) Top of Hole Elevation (ft): See Map Geotechnical Boring Log B-2 Date: March 25, 2023 Page: 1 of 1 Project Number: 234812-10A Drilling Company: Drilling It Drive Weight (lbs): 140 2130 E 4th St 2/11/2025 Project Name: Olive Crest, Santa Ana Logged By: HR Type of Rig: B-61 Drop (in): 30 Hole Diameter (in): 8 Hole Location: See Geotechnical Map 42184 Remington Avenue, Temecula, CA 92590 11 15 8 10 12 7.5 Quaternary Young Alluvial Fan Deposits (Qyf) 16 5 14 2.5 Artificial Fill Undocumented (Afu) Top of Hole Elevation (ft): See Map Geotechnical Boring Log B-3 Date: March 25, 2023 Page: 1 of 1 Project Number: 234812-10A Drilling Company: Drilling It Drive Weight (lbs): 140 2130 E 4th St 2/11/2025 APPENDIX C LABORATORY PROCEDURES AND TEST RESULTS 2130 E 4th St 2/11/2025 APPENDIX C Laboratory Procedures and Test Results Laboratory testing provided quantitative and qualitative data involving the relevant engineering properties of the representative earth materials selected for testing. The representative samples were tested in general accordance with American Society for Testing and Materials (ASTM) procedures and/or California Test Methods (CTM). Soil Classification: Earth materials encountered during exploration were classified and logged in general accordance with the Standard Practice for Description and Identification of Soils (Visual-Manual Procedure) of ASTM D 2488. Upon completion of laboratory testing, exploratory logs and sample descriptions were reconciled to reflect laboratory test results with regard to ASTM D 2487. Grain Size Distribution: Select samples were tested using the guidelines of ASTM D 1140. The test results are presented in the table below. SAMPLE LOCATION MATERIAL DESCRIPTION % PASSING # 200 SIEVE B-1 @ 20 feet Sandy SILT 83 B-1 @ 40 feet Silty SAND 43 Moisture and Density Tests: For select samples moisture content was determined using the guidelines of ASTM D 2216 and dry density determinations were made using the guidelines of ASTM D 2937. These tests were performed on relatively undisturbed samples and the test results are presented on the exploratory logs. Maximum Density Tests: The maximum dry density and optimum moisture content of representative samples were determined using the guidelines of ASTM D 1557. The test results are presented in the table below. SAMPLE LOCATION MATERIAL DESCRIPTION MAXIMUM DRY DENSITY (pcf) OPTIMUM MOISTURE CONTENT (%) B-1 @ 0-5 feet Silty SAND 131.0 8.5 Expansion Index: The expansion potential of representative samples was evaluated using the guidelines of ASTM D 4829. The test results are presented in the table below. SAMPLE LOCATION MATERIAL DESCRIPTION EXPANSION INDEX EXPANSION POTENTIAL B-1 @ 0-5 feet Silty SAND 27 Low 2130 E 4th St 2/11/2025 Minimum Resistivity and pH Tests: Minimum resistivity and pH Tests of select samples were performed using the guidelines of CTM 643. The test results are presented in the table below. SAMPLE LOCATION MATERIAL DESCRIPTION pH B-1 @ 0-5 feet Silty SAND 8.6 2500 Soluble Sulfate: The soluble sulfate content of select samples was determined using the guidelines of CTM 417. The test results are presented in the table below. SAMPLE LOCATION DESCRIPTION SULFATE EXPOSURE B-1 @ 0-5 feet Silty SAND 0.001 Negligible Chloride Content: Chloride content of select samples was determined using the guidelines of CTM 422. The test results are presented in the table below. SAMPLE LOCATION MATERIAL DESCRIPTION CHLORIDE CONTENT (ppm) B-1 @ 0-5 feet Silty SAND 20 2130 E 4th St 2/11/2025 APPENDIX D SEISMICITY 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 1/6 2008 National Seismic Hazard Maps - Source Parameters New Search Distance in Kilometers Name State Pref Slip Rate (mm/yr) Dip (degrees) Dip Dir Slip Sense Rupture Top (km) Rupture Bottom (km) Length (km) 6.42 San Joaquin Hills CA 0.5 23 SW thrust 2 13 27 15.95 Puente Hills (Coyote Hills)CA 0.7 26 N thrust 2.8 15 17 16.33 Newport Inglewood Connected alt 2 CA 1.3 90 V strike slip 0 11 208 16.48 Newport-Inglewood, alt 1 CA 1 88 strike slip 0 15 65 16.48 Newport Inglewood Connected alt 1 CA 1.3 89 strike slip 0 11 208 17.53 Elsinore;W CA 2.5 75 NE strike slip 0 14 46 17.53 Elsinore;W+GI CA n/a 81 NE strike slip 0 14 83 17.53 Elsinore;W+GI+T CA n/a 84 NE strike slip 0 14 124 17.53 Elsinore;W+GI+T+J+CM CA n/a 84 NE strike slip 0 16 241 17.53 Elsinore;W+GI+T+J CA n/a 84 NE strike slip 0 16 199 18.80 Newport-Inglewood (Oshore)CA 1.5 90 V strike slip 0 10 66 24.42 Elsinore;GI+T+J+CM CA n/a 86 NE strike slip 0 16 195 24.42 Elsinore;GI+T+J CA n/a 86 NE strike slip 0 17 153 24.42 Elsinore;GI+T CA 5 90 V strike slip 0 14 78 24.42 Elsinore;GI CA 5 90 V strike slip 0 13 37 24.52 Chino, alt 2 CA 1 65 SW strike slip 0 14 29 24.55 Chino, alt 1 CA 1 50 SW strike slip 0 9 24 U.S. Geological Survey - Earthquake Hazards Program 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 2/6 26.55 Puente Hills (Santa Fe Springs)CA 0.7 29 N thrust 2.8 15 11 32.69 San Jose CA 0.5 74 NW strike slip 0 15 20 34.09 Palos Verdes CA 3 90 V strike slip 0 14 99 34.09 Palos Verdes Connected CA 3 90 V strike slip 0 10 285 36.51 Puente Hills (LA)CA 0.7 27 N thrust 2.1 15 22 42.24 Elsinore;T+J CA n/a 86 NE strike slip 0 17 127 42.24 Elsinore;T+J+CM CA n/a 85 NE strike slip 0 16 169 42.24 Sierra Madre CA 2 53 N reverse 0 14 57 42.24 Elsinore;T CA 5 90 V strike slip 0 14 52 42.24 Sierra Madre Connected CA 2 51 reverse 0 14 76 43.10 Cucamonga CA 5 45 N thrust 0 8 28 43.28 Elysian Park (Upper)CA 1.3 50 NE reverse 3 15 20 48.00 Raymond CA 1.5 79 N strike slip 0 16 22 50.14 Clamshell-Sawpit CA 0.5 50 NW reverse 0 14 16 51.83 Verdugo CA 0.5 55 NE reverse 0 15 29 52.36 Coronado Bank CA 3 90 V strike slip 0 9 186 55.16 Hollywood CA 1 70 N strike slip 0 17 17 57.81 Santa Monica Connected alt 2 CA 2.4 44 strike slip 0.8 11 93 61.37 San Jacinto;SBV+SJV+A+CC+B+SM CA n/a 90 V strike slip 0.1 15 241 61.37 San Jacinto;SBV CA 6 90 V strike slip 0 16 45 61.37 San Jacinto;SBV+SJV CA n/a 90 V strike slip 0 16 88 61.37 San Jacinto;SBV+SJV+A CA n/a 90 V strike slip 0 16 134 61.37 San Jacinto;SBV+SJV+A+C CA n/a 90 V strike slip 0 17 181 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 3/6 61.37 San Jacinto;SBV+SJV+A+CC CA n/a 90 V strike slip 0 16 181 61.37 San Jacinto;SBV+SJV+A+CC+B CA n/a 90 V strike slip 0.1 15 215 62.89 San Jacinto;SJV+A+CC+B CA n/a 90 V strike slip 0.1 15 170 62.89 San Jacinto;SJV+A+C CA n/a 90 V strike slip 0 17 136 62.89 San Jacinto;SJV+A+CC CA n/a 90 V strike slip 0 16 136 62.89 San Jacinto;SJV+A+CC+B+SM CA n/a 90 V strike slip 0.1 15 196 62.89 San Jacinto;SJV CA 18 90 V strike slip 0 16 43 62.89 San Jacinto;SJV+A CA n/a 90 V strike slip 0 17 89 64.23 Santa Monica, alt 1 CA 1 75 N strike slip 0 18 14 64.23 Santa Monica Connected alt 1 CA 2.6 51 strike slip 0 16 79 67.84 S. San Andreas;BB+NM+SM+NSB+SSB CA n/a 90 V strike slip 0 14 263 67.84 S. San Andreas;BB+NM+SM+NSB+SSB+BG CA n/a 84 strike slip 0 14 321 67.84 S. San Andreas;BB+NM+SM+NSB+SSB+BG+CO CA n/a 85 strike slip 0.1 13 390 67.84 S. San Andreas;PK+CH+CC+BB+NM+SM+NSB+SSB+BG+CO CA n/a 86 strike slip 0.1 13 548 67.84 S. San Andreas;PK+CH+CC+BB+NM+SM+NSB+SSB+BG CA n/a 86 strike slip 0.1 13 479 67.84 S. San Andreas;PK+CH+CC+BB+NM+SM+NSB+SSB CA n/a 90 V strike slip 0.1 13 421 67.84 S. San Andreas;PK+CH+CC+BB+NM+SM+NSB CA n/a 90 V strike slip 0.1 13 377 67.84 S. San Andreas;NSB+SSB+BG CA n/a 75 strike slip 0 14 136 67.84 S. San Andreas;NSB+SSB CA n/a 90 V strike slip 0 13 79 67.84 S. San Andreas;NSB CA 22 90 V strike slip 0 13 35 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 4/6 67.84 S. San Andreas;NM+SM+NSB+SSB+BG+CO CA n/a 84 strike slip 0.1 13 340 67.84 S. San Andreas;NM+SM+NSB+SSB+BG CA n/a 83 strike slip 0 14 271 67.84 S. San Andreas;NM+SM+NSB+SSB CA n/a 90 V strike slip 0 13 213 67.84 S. San Andreas;NM+SM+NSB CA n/a 90 V strike slip 0 13 170 67.84 S. San Andreas;CH+CC+BB+NM+SM+NSB+SSB+BG CA n/a 86 strike slip 0 14 442 67.84 S. San Andreas;CH+CC+BB+NM+SM+NSB+SSB CA n/a 90 V strike slip 0 14 384 67.84 S. San Andreas;CH+CC+BB+NM+SM+NSB CA n/a 90 V strike slip 0 14 341 67.84 S. San Andreas;NSB+SSB+BG+CO CA n/a 79 strike slip 0.2 12 206 67.84 S. San Andreas;CC+BB+NM+SM+NSB CA n/a 90 V strike slip 0 14 279 67.84 S. San Andreas;CC+BB+NM+SM+NSB+SSB+BG CA n/a 85 strike slip 0 14 380 67.84 S. San Andreas;CC+BB+NM+SM+NSB+SSB CA n/a 90 V strike slip 0 14 322 67.84 S. San Andreas;CC+BB+NM+SM+NSB+SSB+BG+CO CA n/a 86 strike slip 0.1 13 449 67.84 S. San Andreas;CH+CC+BB+NM+SM+NSB+SSB+BG+CO CA n/a 86 strike slip 0.1 13 512 67.84 S. San Andreas;SM+NSB+SSB+BG+CO CA n/a 83 strike slip 0.1 13 303 67.84 S. San Andreas;SM+NSB+SSB+BG CA n/a 81 strike slip 0 13 234 67.84 S. San Andreas;SM+NSB+SSB CA n/a 90 V strike slip 0 13 176 67.84 S. San Andreas;SM+NSB CA n/a 90 V strike slip 0 13 133 67.84 S. San Andreas;BB+NM+SM+NSB CA n/a 90 V strike slip 0 14 220 68.45 S. San Andreas;SM CA 29 90 V strike slip 0 13 98 68.45 S. San Andreas;CC+BB+NM+SM CA n/a 90 V strike slip 0 14 243 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 5/6 68.45 S. San Andreas;NM+SM CA n/a 90 V strike slip 0 14 134 68.45 S. San Andreas;BB+NM+SM CA n/a 90 V strike slip 0 14 184 68.45 S. San Andreas;PK+CH+CC+BB+NM+SM CA n/a 90 V strike slip 0.1 13 342 68.45 S. San Andreas;CH+CC+BB+NM+SM CA n/a 90 V strike slip 0 14 306 69.12 San Jacinto;A+C CA n/a 90 V strike slip 0 17 118 69.12 San Jacinto;A+CC CA n/a 90 V strike slip 0 16 118 69.12 San Jacinto;A CA 9 90 V strike slip 0 17 71 69.12 San Jacinto;A+CC+B+SM CA n/a 90 V strike slip 0.1 15 178 69.12 San Jacinto;A+CC+B CA n/a 90 V strike slip 0.1 15 152 71.10 Malibu Coast, alt 2 CA 0.3 74 N strike slip 0 16 38 71.10 Malibu Coast, alt 1 CA 0.3 75 N strike slip 0 8 38 71.33 Cleghorn CA 3 90 V strike slip 0 16 25 72.17 S. San Andreas;SSB CA 16 90 V strike slip 0 13 43 72.17 S. San Andreas;SSB+BG CA n/a 71 strike slip 0 13 101 72.17 S. San Andreas;SSB+BG+CO CA n/a 77 strike slip 0.2 12 170 72.69 Sierra Madre (San Fernando)CA 2 45 N thrust 0 13 18 72.96 Anacapa-Dume, alt 2 CA 3 41 N thrust 1.2 12 65 75.52 San Gabriel CA 1 61 N strike slip 0 15 71 79.09 Rose Canyon CA 1.5 90 V strike slip 0 8 70 80.09 Northridge CA 1.5 35 S thrust 7.4 17 33 82.03 North Frontal (West)CA 1 49 S reverse 0 16 50 83.81 Anacapa-Dume, alt 1 CA 3 45 N thrust 0 16 51 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM 2008 National Seismic Hazard Maps - Source Parameters https://earthquake.usgs.gov/cfusion/hazfaults_2008_search/query_results.cfm 6/6 88.46 Santa Susana, alt 1 CA 5 55 N reverse 0 16 27 89.00 Elsinore;J+CM CA 3 84 NE strike slip 0 17 118 89.00 Elsinore;J CA 3 84 NE strike slip 0 19 75 98.33 S. San Andreas;BG+CO CA n/a 72 strike slip 0.3 12 125 98.33 S. San Andreas;BG CA n/a 58 strike slip 0 13 56 99.34 Holser, alt 1 CA 0.4 58 S reverse 0 19 20 2130 E 4th St 2/11/2025 ASCE 7 Hazards Report Address: No Address at This Location Standard:ASCE/SEI 7-22 Latitude:33.746912 Risk Category:II Longitude:-117.83558 Soil Class:Default Elevation:140.90618574587444 ft (NAVD 88) Page 1 of 4https://asce7hazardtool.online/Thu Mar 30 2023 2130 E 4th St 2/11/2025 PGA M : 0.66 SMS : 1.76 SM1 : 1.17 SDS : 1.17 SD1 : 0.78 T L : 8 SS : 1.47 S1 : 0.48 VS30 : 260 Seismic Design Category: Default 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 Site Soil Class: Results: Page 2 of 4https://asce7hazardtool.online/Thu Mar 30 2023 2130 E 4th St 2/11/2025 Data Accessed: Thu Mar 30 2023 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 3 of 4https://asce7hazardtool.online/Thu Mar 30 2023 2130 E 4th St 2/11/2025 The ASCE 7 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 7 standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE 7 standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE 7 Hazard Tool. Page 4 of 4https://asce7hazardtool.online/Thu Mar 30 2023 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM Latest Earthquakes https://earthquake.usgs.gov/earthquakes/map/?extent=-89.50704,-382.5&extent=89.50096,742.5&range=search&timeZone=utc&search=%7B"name":…1/1 + − 5000 km 3000 mi 87.903°N : 110.391°W Leaet | Esri, HERE, Garmin, © OpenStreetMap contributors, and the GIS user community Search Results 13 earthquakes. Only List Earthquakes Shown on Map Magnitude Format Newest First Sort 1km NNW of Reseda, CA 1994-01-17 12:30:55 (UTC)18.2 km6.7 10km SSW of Agua Dulce, CA 1971-02-09 14:00:41 (UTC)8.9 km6.6 Long Beach, California Earth… 1933-03-11 01:54:09 (UTC)6.0 km6.4 3 km SE of San Bernardino, C… 1923-07-23 07:30:23 (UTC)5.0 km6.2 1 km N of Hemet, California 1918-04-21 22:32:30 (UTC)10.0 km6.7 Near San Jacinto, California 1899-12-25 12:25:00 (UTC)6.7 Cajon Pass area, northwest o… 1899-07-22 20:32:00 (UTC)6.4 Northwest of San Bernardino… 1894-07-30 05:12:00 (UTC)6.2 Near San Bernardino, Califor… 1858-12-16 10:00:00 (UTC)6.0 Near Palmdale, California 1857-01-16 16:53:00 (UTC)6.3 Near San Gabriel, California 1855-07-11 04:15:00 (UTC)6.0 Northwest of San Bernardino… 1812-12-08 15:00:00 (UTC)7.5 Gulf of Santa Catalina, Califo… 1800-11-22 21:30:00 (UTC)6.3  Earthquakes Loaded CLOSE 2130 E 4th St 2/11/2025 3/30/23, 1:02 PM This is a an example title https://arsonline.dot.ca.gov/output1-6.php 1/1 ARS Online V3.0.2 Using the tool: Specify latitude and longitude in decimal degrees in the input boxes below. Alternatively, Google Maps can be used to find the site location. Specify the time-averaged shear-wave velocity in the upper 30m (Vs30) in the input box. After submitting the data, the USGS 2014 hazard data for a 975-year return period will be reported along with adjustment factors required by Caltrans Seismic Design Criteria (SDC) V2.0. Latitude: 33.746912 Longitude: -117.835580 Vs30 (m/s): 270 Submit Caltrans Design Spectrum (5% damping) Period(s)Sa2008(g)Sa2014(g)Basin2008 Basin2014 Near Fault Amp Design Sa2008(g)Design Sa2014(g) PGA 0.47 0.49 1 1 1 0.47 0.49 0.10 0.83 0.88 1 1 1 0.83 0.88 0.20 1.05 1.18 1 1 1 1.05 1.18 0.30 1.03 1.26 1 1 1 1.03 1.26 0.50 0.88 1.13 1 1 1 0.88 1.13 0.75 0.72 0.88 1 1 1 0.72 0.88 1.0 0.57 0.69 1 1 1 0.57 0.69 2.0 0.31 0.35 1 1 1 0.31 0.35 3.0 0.2 0.22 1 1 1 0.2 0.22 4.0 0.14 0.15 1 1 1 0.14 0.15 5.0 0.12 0.12 1 1 1 0.12 0.12 Copy table Deaggregation (based on 2014 hazard) mean magnitude (for PGA)6.63 mean site-source distance (km, for Sa at 1s)27.8 Option: recalculate Near Fault amplification with user specified distance Site-source distance (km): 27.8 Update 2130 E 4th St 2/11/2025 APPENDIX E LIQUEFACTION ANALYSIS 2130 E 4th St 2/11/2025 LIQUEFACTION & SETTLEMENT OF SANDS ANALYSIS Olive Crest Santa Ana 234812-10A B-1 INSITU 0.66 Analyzed Groundwater Depth (feet)5.0 131.0 Groundwater Depth in Boring (feet)362.0 7.1 1.2 (feet)SPT Cal. Mod. 4 34 25.704 0.262 0.262 20 0.75 1.50 0.99 1.00 44 51 0.42 ---Corrected SPT >30*4.00 48.00 0.00 0.00 7 11 8.316 0.459 0.396 40 0.75 1.33 0.98 1.00 12 20 0.49 0.2462 0.50 3.00 36.00 2.30 0.83 11 7 5.292 0.721 0.533 20 0.85 1.15 0.97 1.00 8 12 0.56 0.1504 0.27 4.00 48.00 3.00 1.44 13 7 5.292 0.852 0.602 30 0.85 1.07 0.97 1.00 7 13 0.59 0.1623 0.28 2.00 24.00 3.00 0.72 18 10 7.560 1.179 0.773 60 0.95 0.92 0.96 1.00 10 17 0.63 0.2074 5.00 60.00 2.70 Fine Grained 23 14 10.584 1.507 0.945 80 0.95 0.81 0.95 1.00 12 20 0.65 0.2437 5.00 60.00 2.30 Fine Grained 28 21 15.876 1.834 1.116 2 0.95 0.73 0.93 1.00 16 16 0.66 0.2007 0.30 5.00 60.00 1.90 1.14 33 14 10.584 2.162 1.288 70 1.00 0.65 0.91 1.00 10 17 0.65 0.2138 5.00 60.00 2.60 Fine Grained 40 28 21.168 2.620 1.528 43 1.00 0.58 0.85 1.00 18 27 0.62 0.3874 0.62 7.00 84.00 1.70 1.43 45 10 7.560 2.948 1.700 83 1.00 0.53 0.81 1.00 6 12 0.60 0.1532 5.00 60.00 3.50 Fine Grained 5.6 Procedure established by T.L. Youd and I.M. Idriss, et. al., 1996 NCEER-96-0022 Workshop & S.C.E.C. SP117 Evaluation of settlements in sand due to earthquake shaking, Tokimatsu and Seed, 1987 3 Extension of rod above boring (feet) Sand Layer (inches) Project Name: Project Number: Boring Number: Volumetric Strain 2130 E 4th St 2/11/2025 LIQUEFACTION & SETTLEMENT OF SANDS ANALYSIS Olive Crest Santa Ana 234812-10A 0.66 Analyzed Groundwater Depth (feet)5.0 131.0 Groundwater Depth in Boring (feet)362.0 7.1 1.2 (feet)SPT Cal. Mod. 4 34 25.704 0.262 0.262 20 0.75 1.50 0.99 1.00 44 51 0.42 ---Corrected SPT >30*4.00 48.00 0.00 0.00 7 30 22.680 0.459 0.396 40 0.75 1.33 0.98 1.00 34 46 0.49 ---Corrected SPT >30*3.00 36.00 0.00 0.00 11 30 22.680 0.721 0.533 20 0.85 1.15 0.97 1.00 33 39 0.56 ---Corrected SPT >30*4.00 48.00 0.00 0.00 13 20 15.120 0.852 0.602 30 0.85 1.07 0.97 1.00 21 29 0.59 0.4500 0.76 2.00 24.00 1.60 0.38 18 10 7.560 1.179 0.773 60 0.95 0.92 0.96 1.00 10 17 0.63 0.2074 5.00 60.00 2.70 Fine Grained 23 14 10.584 1.507 0.945 80 0.95 0.81 0.95 1.00 12 20 0.65 0.2437 5.00 60.00 2.30 Fine Grained 28 21 15.876 1.834 1.116 2 0.95 0.73 0.93 1.00 16 16 0.66 0.2007 0.30 5.00 60.00 1.90 1.14 33 14 10.584 2.162 1.288 70 1.00 0.65 0.91 1.00 10 17 0.65 0.2138 5.00 60.00 2.60 Fine Grained 40 28 21.168 2.620 1.528 43 1.00 0.58 0.85 1.00 18 27 0.62 0.3874 0.62 7.00 84.00 1.70 1.43 45 10 7.560 2.948 1.700 83 1.00 0.53 0.81 1.00 6 12 0.60 0.1532 5.00 60.00 3.50 Fine Grained 3.0 Procedure established by T.L. Youd and I.M. Idriss, et. al., 1996 NCEER-96-0022 Workshop & S.C.E.C. SP117 Evaluation of settlements in sand due to earthquake shaking, Tokimatsu and Seed, 1987 3 Extension of rod above boring (feet) Sand Layer (inches) Project Name: Project Number: Boring Number: Volumetric Strain 2130 E 4th St 2/11/2025 APPENDIX F GENERAL EARTHWORK AND GRADING SPECIFICATIONS 2130 E 4th St 2/11/2025 EARTHSTRATA General Earthwork and Grading Specifications General Intent: These General Earthwork and Grading Specifications are intended to be the minimum requirements for the grading and earthwork shown on the approved grading plan(s) and/or indicated in the geotechnical report(s). These General Earthwork and Grading Specifications should be considered a part of the recommendations contained in the geotechnical report(s) and if they are in conflict with the geotechnical report(s), the specific recommendations in the geotechnical report shall supersede these more general specifications. Observations made during earthwork operations by the project Geotechnical Consultant may result in new or revised recommendations that may supersede these specifications and/or the recommendations in the geotechnical report(s). The Geotechnical Consultant of Record: The Owner shall employ a qualified Geotechnical Consultant of Record (Geotechnical Consultant), prior to commencement of grading or construction. The Geotechnical Consultant shall be responsible for reviewing the approved geotechnical report(s ) and accepting the adequacy of the preliminary geotechnical findings, conclusions, and recommendations prior to the commencement of the grading or construction. Prior to commencement of grading or construction, the Owner shall coordinate with the Geotechnical Consultant, and Earthwork Contractor (Contractor) to schedule sufficient personnel for the appropriate level of observation, mapping, and compaction testing. During earthwork and grading operations, the Geotechnical Consultant shall observe, map, and document the subsurface conditions to confirm assumptions made during the geotechnical design phase of the pr oject. Should the observed conditions differ significantly from the interpretive assumptions made during the design phase, the Geotechnical Consultant shall recommend appropriate changes to accommodate the observed conditions, and notify the reviewing agency where required. The Geotechnical Consultant shall observe the moisture conditioning and processing of the excavations and fill materials. The Geotechn ical Consultant should perform periodic relative density testing of fill materi als to verify that the attained level of compaction is being accomplished as specified. 2130 E 4th St 2/11/2025 The Earthwork Contractor: The Earthwork Contractor (Contractor) shall be qualified, experienced, and knowledgeable in earthwork logistics, preparation and processing of earth materials to receive compacted fill, moisture‐ conditioning and processing of fill, and compacting fill. The Contractor shall be provided with the approved grading plans and geotechnical report(s) for his review and acceptance of responsibilities, prior to commencement of grading. The Contractor shall be solely responsible for performing the grading in accordance with the approved grading plans and geotechnical report(s). Prior to commencement of grading, the Contractor shall prepare and submit to the Owner and the Geotechnical Consultant a work plan that indicates the sequence of earthwork grading, the number of “equipment” of work and the estimated quantities of daily earthwork contemplated for the site. The Contractor shall inform the Owner and the Geotechnical Consultant of work schedule changes and revisions to the work plan at least 24 hours in advance of such changes so that appropriate personnel will be available for observation and testing. No assumptions shall be made by the Contractor wi th regard to whether the Geotechnical Consultant is aware of all grading operations. It is the sole responsibility of the Contractor to provide adequate equipment and methods to accomplish the earthwork operations in accordance with the applicable grading codes and agency ordinances, these specifications, and the recommendations in the approved geotechnical report(s) and grading plan(s). At the sole discretion of the Geotechnical Consultant, any unsatisfactory conditions, such as unsuitable earth materials, improper moisture conditioning, inadequate compaction, insufficient buttress keyway size, adverse weather conditions, etc., resulting in a quality of work less than required in the approved grading plans and geotechnical report(s), the Geotechnical Consultant shall reject the work and may recommend to the Owner that grading be stopped until conditions are corrected. Preparation of Areas for Compacted Fill Clearing and Grubbing: Vegetation, such as brush, grass, roots, and other deleterious material shall be sufficiently removed and properly disposed in a method acceptable to the Owner, Geotechnical Consultant, and governing agencies. The Geotechnical Consultant shall evaluate the extent of these removals on a site by site basis. Earth materials to be placed as compacted fill shall not contain more than 1 percent organic materials (by volume). No compacted fill lift shall contain more than 10 percent organic matter. Should potentially hazardous materials be encountered, the Contractor shall stop work in the affected area, and a hazardous materials specialist shall immediately be consulted to evaluate the potentially hazardous materials, prior to continuing to work in that area. 2130 E 4th St 2/11/2025 It is our understanding that the State of California defines most refined petroleum products (gasoline, diesel fuel, motor oil, grease, coolant, etc.) as hazardous waste. As such, indiscriminate dumping or spillage o f these fluids may constitute a misdemeanor, punishable by fines and/or impris onment, and shall be prohibited. The contractor is responsible for all hazardous waste related to his operations. The Geotechnical Consultant does not have expertise in this area. If hazardous wast e is a concern, then the Owner should contract the services of a qualified environmental assessor. Processing: Exposed earth materials that have been observed to be satisfactory f or s upport o f c ompacted fi ll by th e G eotechnical Consultant shall be scarified to a minimum depth of 6 inches. Exposed earth mat erials that are not observed to be satisfactory shall be removed or alternative recommendations may be provided by the Geotechnical Consultant. Scarification shall continue until the exposed earth materials are broken down and free of o versize material and th e wo rking s urface i s reasonably uniform, flat, and free of uneven features that would inhibit uniform co mpaction. T he earth materials should be moistened or air dried to near optimu m moisture content, prior to compaction. Overexcavation: The Cut L ot T ypical D etail and Cut/Fill Transition L ot Typical Detail, included herein provides a graphic illustration that d epicts typical overexcavation recommendations made in the approved geotechnical report(s) and/or grading plan(s). Keyways and Benching : Where fi lls ar e to be placed on s lopes s teeper th an 5:1 (horizontal to vertical units), the ground shall be thoroughly benched as compacted fill is placed. Please see the three Keyway and Benc hing Typical Details with subtitles Cut Over Fill Slope, Fill Over Cut Slope , and Fill Slope for a gr aphic i llustration. T he lo west be nch o r s mallest keyway s h all be a minimum of 10 feet wide (or ½ the proposed slope height) and at least 2 feet into competent earth materials as advised by the Geotechnical Consultant. Typical benches shall be excavated a minimum height of 4 feet into competent earth materials or as recommended by the Geotechnical Consultant. F ill placed on slopes steeper than 5:1 should be thoroughly benched or otherwise excavated to provide a flat subgrade for the compacted fill. Evaluation/Acceptance of Bottom Excavations: All areas to receive compacted fill (bottom excavations), including removal excavations, processed areas, keyways, and benching, shall be observed, mapped, general elevations recorded, and/or tested prior to being accepted by the Geotechnical Consultant as suitable to receive compacted fill. The Contractor shall obtain a written acceptance from the Geotechnical Consultant prior to placing compacted fill. A licensed surveyor shall provide the survey control for determining elevations of bottom excavations, processed areas, keyways, and 2130 E 4th St 2/11/2025 Fill Materials benching. The Geotechnical Consultant is not responsible for erroneously located, fills, subdrain systems, or excavations. General: Earth material to be us ed as c ompacted fi ll should to a large extent be free of organic matter and other deleterious substances as e valuated and accepted by the Geotechnical Consultant. Oversize: Oversize material is rock that does not break down into smaller pieces and has a maximum diameter greater than 12 inches. Oversize rock shall not be included within compacted fill unless specific methods a nd guidelines acceptable to the Geotechnical Consultant are followed. For examples of methods and guidelines of oversi ze rock placement see the enclo sed Oversize Rock Disposal Detail. The inclusion of oversize materials in the compacted fill shall only be acceptable if the oversize material is completely surrounded by compacted fill or thoroughly jetted granular materials. No ove rsize material shall be placed within 10 vertical feet of finish grade or within 2 feet of proposed utilities or underground improvements. Import: Should imported earth materials be required, the proposed import materials shall meet the requirements of the Geotechnical Consultant. Well graded, very lo w expans ion po tential e arth mate rials f ree of o rganic matter and other deleterious substances are usually sought after as im port materials. However, it is generally in the Owners best interest that potential import earth materials are provided to the Geotechnical Consultant to determine their suitability for the intended pur pose. At least 48 hours should be allotted for the appropriate laboratory testing to be performed, prior to starting the import operations. Fill Placement and Compaction Procedures Fill Layers: Fill materials shall be placed in areas prepared to receive fill in nearly horizontal layers not exceeding 8 inches in loose thickness. Thicker layers may be accepted by the Geotechnical Consultant, provided field density testing indicates that the grading procedures can adequately compact the thicker layers. Each layer of fill shall be spread evenly and thoroughly mixed to obtain uniformity within the earth materials and consistent moisture throughout the fill. Moisture Conditioning of Fill: Earth materials to be placed as compacted fill shall be watered, dried, blended, and/or mixed, as needed to obtain relatively uniform moisture contents that are at or slightly above optimum. The maximum density and optimum moisture content tests should be performed in accordance with the American Society of Testing and Materials (ASTM test method D1557‐00). 2130 E 4th St 2/11/2025 Compaction of Fill: After each layer has been moisture‐conditioned, mixed, and evenly spread, it should be uniformly compacted to a minimum of 90 percent of maximum dry density as determined by ASTM test method D1557‐00. Compaction equipment shall be adequately sized and be either specifically designed for compaction of earth materials or be proven to consistently achieve the required level of compaction. Compaction of Fill Slopes: In addition to normal compaction procedures specified above, additional effort to obtain compaction on slopes is needed. This may be accomplished by backrolling of slopes with sheepsfoot rollers as the fill is being placed, by overbuilding the fill slopes, or by other methods producing results that are satisfactory to the Geotechnical Consultant. Upon completion of grading, relative compaction of the fill and the slope face shall be a minimum of 90 percent of maximum density per ASTM test method D1557‐ 00. Compaction Testing of Fill: Field tests for moisture content and relative density of the compacted fill earth materials shall be periodically performed by the Geotechnical Consultant. The location and frequency of tests shall be at the Geotechnical Consultant's discretion based on field observations. Compaction test locations will not necessarily be random. The test locations may or may not be selected to verify minimum compaction requirements in areas that are typically prone to inadequate compaction, such as close to slope faces and near benching. Frequency of Compaction Testing: Compaction tests shall be taken at minimum intervals of every 2 vertical feet and/or per 1,000 cubic yards of compacted materials placed. Additionally, as a guideline, at least one (1) test shall be taken on slope faces for each 5,000 square feet of slope face and/or for each 10 vertical feet of slope. The Contractor shall assure that fill placement is such that the testing schedule described herein can be accomplished by the Geotechnical Consultant. The Contractor shall stop or slow down the earthwork operations to a safe level so that these minimum standards can be obtained. Compaction Test Locations: The approximate elevation and horizontal coordinates of each test location shall be documented by the Geotechnical Consultant. The Contractor shall coordinate with the Surveyor to assure that sufficient grade stakes are established. This will provide the Geotechnical Consultant with sufficient accuracy to determine the approximate test locations and elevations. The Geotechnical Consultant can not be responsible for staking erroneously located by the Surveyor or Contractor. A minimum of two grade stakes should be provided at a maximum horizontal distance of 100 feet and vertical difference of less than 5 feet. 2130 E 4th St 2/11/2025 Subdrain System Installation Subdrain systems shall be installed in accordance with the approved geotechnical report(s), the approved grading plan, and the typical details provided herein. The Geotechnical Consultant may recommend additional subdrain systems and/or changes to the subdrain systems described herein, with regard to the extent, location, grade, or material depending on conditions encountered during grading or other factors. All subdrain systems shall be surveyed by a licensed land surveyor (except for retaining wall subdrain systems) to verify line and grade after installation and prior to burial. Adequate time should be allowed by the Contractor to complete these surveys. Excavation All excavations and over‐excavations for remedial purposes sha ll be evaluated by the Geotechnical Consultant during grading operations. Remedial removal depths indicated on the geotechnical plans are estimates only. The actual removal depths and extent shall be determined by the Geotechnical Consultant based on the field evaluation of exposed conditions during grading operations. Where fill over cut slopes are planned, the cut portion of the slope shall be excavated, evaluated, and accepted by the Geotechnical Consultant prior to placement of t he fill portion of the proposed slope, unless specifically addressed by the Geotechnical Consultant. Typical details for cut over fill slopes and fill over cut slopes are provided herein. Trench Backfill 1)The Contractor shall follow all OHSA and Cal/OSHA requirements for trench excavation safety. 2)Bedding and backfill of utility trenches shall be done in accordance with the applicable provisions in the Standard Specifications of Public Works Construction. Bedding materials shall have a Sand Equivalency more than 30 (SE>30). The bedding shall be placed to 1 foot over the conduit and thoroughly jetting to provide densification. Backfill should be compacted to a minimum of 90 percent of maximum dry density, from 1 foot above the top of the conduit to the surface. 3)Jetting of the bedding materials around the conduits shall be observed by the Geotechnical Consultant. 4)The Geotechnical Consultant shall test trench backfill for the minimum compaction requirements recommended herein. At least one test should be conducted for every 300 linear feet of trench and for each 2 vertical feet of backfill. 5)For trench backfill the lift thicknesses shall not exceed those allowed in the Standard Specifications of Public Works Construction, unless the Contractor can demonstrate to the Geotechnical Consultant that the fill lift can be compacted to the minimum relative compaction by his alternative equipment or method. 2130 E 4th St 2/11/2025 0 0 2130 E 4th St 2/11/2025 0 0 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 0 0 2130 E 4th St 2/11/2025 0 0 2130 E 4th St 2/11/2025 0 0 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 Afc Qyf B-3 T.D. = 16.5' NO G.W. B-2 T.D. = 16.5' NO G.W. B-1 T.D. = 46.5' NO G.W. -10' -10' LEGEND Locations are Approximate Geologic Units Symbols -Recommended Removal Depths -Boring Location Including Total Depth and Depth to Groundwater -10' B-3 T.D. = 16.5' NO G.W. -Limits of Report Afu -Artificial Fill, Undocumented Qyf -Quaternary Young Alluvial Fan Deposits (Circled Where Buried) PROJECT CLIENT PROJECT NO. SCALE DATE DRAWN BY DWG XREFS REVISION PLATE PROPOSED TWO MULTI-FAMILY RESIDENTIAL BUILDINGS MR. ERIC HIGUCHI 234812-10A APRIL 2023 1" = 30' 1 OF 1 GEOTECHNICAL MAP LOCATED AT 2130 EAST 4TH STREET CITY OF SANTA ANA, ORANGE COUNTY, CALIFORNIA APN 400-091-23 JDG Geotechnical, Environmental and Materials Testing Consultants www.ESGSINC.com (951) 397-8315 Earth Strata Geotechnical Services, Inc. 0 20 40 80 SCALE: 1" = 40' NORTH 2130 E 4th St 2/11/2025 Rev: 02/01/2023 Page 1 of 2 DISABLED ACCESS COMPLIANCE ACC-01 CBC 2022 A. PURPOSE OF THIS DOCUMENTATION: (check one) Finding of unreasonable hardship for projects UNDER the valuation threshold* Finding of unreasonable hardship for projects OVER the valuation threshold* Certification of Full Compliance with the 2022 California Building Code * Valuation threshold as defined in the 2022 California Building Code, Section 11B-202.4 (Exception #8) and Section 202 is $195,358.00 (as of January 2023) B. PROJECT INFORMATION TO BE COMPLETED BY PETITIONER: Project Address: $ $ 1. The cost of all construction contemplated in the determination of the valuation of improvement threshold based on the valuation of site and building improvements for the last three-year period. 2. 20% of Total Construction Cost or Project Valuation: $ 3. The actual amount to be spent to provide disabled access: $ 4. Describe the impact of the proposed improvements on financial feasibility of the project. 5. Describe the proposed improvements related to accessibility upgrades on this project. Planning & Building Agency Building Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 www.santa-ana.org 2130 E 4th St 2/11/2025 6. Identify the accessibility features and equivalent facilities that WILL be brought into compliance with the latest edition of Title 24 as a part of this project and an estimate of the cost of each item: (Documentation may be required) Accessible Features to be Made Accessible Cost of Improvement a. Entrance: Door Landing Stairway/Steps Ramp $ b. Path of Travel: Path of travel from accessible parking to the building entrance and area of remodel $ $ Path of travel from the public way to the building entrance $ c. Sanitary facilities ( Floor no. ) $ d. Public phone(s) $ e. Drinking fountain(s) $ f. Parking $ g. Signage & Alarms $ i. Other: $ Total: $ 7. Identify the accessibility features that WILL NOT comply if a request for unreasonable hardship is granted. Provide an estimated cost of compliance for each item: (Documentation may be required) Accessible Features Not to be Improved Cost of Improvement a. $ b. $ c. $ Total: $ 8. Petitioner must be the legal property owner or his/her legal representative: I certify that the above noted information is true and correct. Legal Property Owner Architect/Engineer Contractor Other: Print Name: Phone No. Address: Signature: Date: FOR AGENCY USE ONLY Approved by: Date: 2130 E 4th St 2/11/2025 2130 E 4th St 2/11/2025 10 ' - 1 0 " V . I . F . 60'-2" V.I.F. 5'-4" 26 ' - 0 " 9'-5" 3'-4" ±21'-7" (V.I.F.) 5'-0" up up 3' - 6 " 4' - 0 " 3'-4" 20 ' - 0 " AD101 DEMOLITION - 1ST FLOOR PLAN KEYNOTES# 1. HIGHLIGHTED AREA INDICATES WHERE EXISTING CEILING SHALL BE REMOVED TO ACCOMMODATE NEW CEILING. SEE RCP PLAN 2. EXISTING COLUMNS TO REMAIN, PROTECT IN PLACE. 3. EXISTING EXIT DOORS TO REMAIN, REPLACE EXIT HARDWARE AS REQUIRED, V.I.F. 4. EXISTING STOREFRONT WINDOWS TO REMAIN. PROTECT IN PLACE, REPAIR AS REQUIRED, V.I.F. 5. EXISTING OFFICE / BREAK ROOM - REMOVE EXISTING WALLS, FLOORING, CEILING, ELECTRICAL, & MECHANICAL FIXTURES. EXISTING COUNTER, SINK & REFRIGERATOR SHALL REMAIN, PROTECT IN PLACE. PREPARE WALLS & FLOORS TO RECEIVE NEW FINISHES. 6. EXISTING RESTROOMS - UNLESS OTHERWISE SHOWN OR NOTED, REMOVE EXISTING RESTROOM WALLS, INCLUDING DOORS, COUNTERS, FLOOR/WALL FINISHES, CEILING, TOILET PARTITIONS, ACCESSORIES, ELECTRICAL, MECHANICAL & PLUMBING FIXTURES. REMOVE WATER LINES BACK TO SOURCE. CAP SEWER LINES BELOW SLAB, CAP DRAINS AT FLOOR LEVEL. SAFE BACK TO SOURCE ELECTRICAL PANELS, SUB PANELS AND WIRING THAT ARE TO BE REMOVED V.I.F. 7. REMOVE PORTION OF WALL TO ACCOMMODATE NEW DOOR. SEE PROPOSED FLOOR PLAN. 8. EXISTING EXTERIOR CONCRETE RAMP, CONCRETE STAIRS, PLANTERS, ETC. SHALL BE REMOVED TO ACCOMMODATE NEW ENTRY ACCESS. SEE PROPOSED FLOOR PLAN. 9. HATCHED AREA REPRESENTS EXISTING COURTYARD FINISHES & FURNITURE TO BE REMOVED, INCLUDING PAVERS, TABLES, CHAIRS, PLANTERS, & BENCHES. EXISTING CONCRETE SLAB TO REMAIN, PREPARE FOR LEVELING & NEW FINISH. SEE PROPOSED FLOOR PLAN & STRUCTURAL DRAWINGS. 10. EXISTING FLAG POLE TO BE CAREFULLY REMOVED & SAVED FOR RELOCATION. 11. REMOVE EXISTING LANDSCAPE, TUBE STEEL FENCE & CONCRETE CURBS / RETAINING WALLS AS REQUIRED, TO ACCOMMODATE NEW EXTERIOR PATIO. SEE PROPOSED FLOOR PLAN. 12. REMOVE PORTION OF EXISTING STOREFRONT WINDOW & EXTERIOR WALL, & SAWCUT PORTION OF EXTERIOR CONCRETE SLAB TO ACCOMMODATE NEW STOREFRONT DOOR. SEE PROPOSED FLOOR PLAN. 13. EXISTING TREES TO BE REMOVED. REPAIR AND REPLACE LANDSCAPING & IRRIGATION AS NEEDED. 14. REMOVE EXISTING WROUGHT IRON FENCE AND GATE. PREPARE BUILDING WALLS TO ACCOMMODATE NEW STOREFRONT & WALLS. 15. REMOVE COLUMN ENCASEMENT TO REVEAL STEEL COLUMN, PROTECT COLUMN IN PLACE. 16. HATCHED AREA REPRESENTS EXISTING BREEZEWAY WHERE PAVERS SHALL BE REMOVED. CLEAN & PREP EXISTING CONCRETE SLAB TO ACCOMMODATE NEW FLOOR FINISH. SEE PROPOSED FLOOR PLAN. 17. EXISTING STOREFRONT TO REMAIN. REPLACE EXIT HARDWARE AS REQUIRED, V.I.F. 18. EXISTING PLANTER WALLS TO REMAIN, PROTECT IN PLACE. 19. EXISTING WROUGHT IRON GATE TO BE REMOVED. SEE PROPOSED FLOOR PLAN. 20. EXISTING AREA DRAIN TO BE CAPPED & FILLED. 21. EXISTING PLANTERS & TREES TO REMAIN, PROTECT IN PLACE. 22. REMOVE EXISTING DOOR, FRAME & PORTION OF WALL TO ACCOMMODATE NEW CORRIDOR PATHWAY. 23. REMOVE EXISTING CASEWORK, SINK & REFRIGERATOR. CAP ALL LINES, AS REQUIRED. 24. REMOVE EXISTING STOREFRONT DOORS & WINDOWS. PREPARE OPENING FOR NEW WALL INFILL. 1. SEE SHT. AD000 FOR GENERAL DEMOLITION NOTES. 2. WHERE EXISTING WALLS, CEILINGS, ETC. ARE DAMAGED DUE TO DEMOLITION OR NEW CONSTRUCTION, THAT AREA SHALL BE REPAIRED TO MATCH EXISTING. 3. REMOVE ALL UNUSED OR ABANDONED DATA, ELECTRICAL OUTLETS, CONDUITS, J-BOXES, PANELS, & SWITCHES IN AREAS AFFECTED BY DEMOLITION OR NEW CONSTRUCTION. PRESERVE ITEMS WHICH WILL REMAIN IN SERVICE. 4. REMOVE ANY NON ACCESSIBLE DOOR HARDWARE AND REPLACE. WITH LEVER TYPE. 5. REMOVE ANY UNNECESSARY THERMOSTATS AND PATCH WALLS. RELOCATE AS NECESSARY. 6. REMOVE ANY UNNECESSARY OR ABANDONED DUCTWORK WITHIN THE AFFECTED PORTIONS OF DEMOLITION. 7. ALL FIRE EXTINGUISHERS AND FIRE EXTINGUISHER CABINETS WILL REMAIN. 8. INFORMATION PROVIDED ARE A RESULT OF LIMITED FIELD VERIFICATION. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS INCLUDING THE LOCATIONS OF STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING PRIOR TO DEMOLITION. NOTIFY ARCHITECT AND/OR ENGINEER IF THERE ARE DISCREPANCIES BEFORE PROCEEDING WITH WORK. 9. GRIND AND SEAL FLOOR AT DEMOLISHED AREAS 10. PATCH CONCRETE FLOORS AND WALLS AT DEMOLISHED PLUMBING FIXTURES AND PARTITIONS. 11. ALL EXISTING WOOD PANELING FINISH AROUND ENTIRE BUILDING SHALL BE REMOVED (SAVE ADDRESS NUMBERS FOR RELOCATION). PREPARE SURFACE FOR STUCCO FINISH PER ELEVATIONS. DEMOLITION NOTES WALL LEGEND EXISTING TO REMAIN EXISTING TO BE DEMOLISHED NORTH 4 TYP. 8 5 7 2 2 6 2 9 11 12 14 15 15 16 17 7 (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E ) S T O R . (E)JAN. (E)OPENOFFICE (E ) S T O R A G E (E)OFFICE (E)OFFICE (E)OFFICE (E)LOBBY (E)BREAKRM(E)OFFICE (E)OFFICE (E)OPENOFFICE (E)MAINT. (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE(E)STORAGE (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)SUPPLY (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STOR. MAINT. (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)CONF.ROOM(E)OFFICE (E)STOR. (E)OFFICE (E)OFFICE (E)ELEC.RM(E)ELEC.RM (E)COURTYARD (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)OPENOFFICE (E)CONF.ROOM (E)CONF.ROOM (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)STORAGE (E)OFFICE (E)OFFICE (E)LOBBY (E)CONF 1 1 3 3 3 3 (E)HALLWAY (E)OFFICE 10 16 18 19 20 21 1313 13 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 7 22 PLAN CHECK CORRECTIONS 12.17.2024D D 7 23 24 1 FIELD CHANGES 02.27.2025 1 1 REN. 11/30/25 Revision to #101119571 (issued on 2/10/25) REV 1 - #101122744 APPROVALS: PLNG - H. Jacinto BLDG - A. So 2130 E 4th St - REV 13/10/2025 up up dn dn dn dn MAX . D I A G O N A L D I S T A N C E = 2 2 6 ' - 1 " 1/2 ( 2 2 6 ' - 1 " ) = 1 1 3 ' - 0 " (E) CONF. RM. 402 SF / 15 27 OCCUPANTS (E) OFFICE AREA 1,830 SF / 150 13 OCCUPANTS 90 ' 187' (N) PATIO 729 SF / 15 49 OCCUPANTS 62' (E) OFFICE AREA 4,620 SF / 150 31 OCCUPANTS 14 9 ' 19 8 ' (E) OFFICE AREA 3,338 SF / 150 23 OCCUPANTS (E) CONF. RM. 315 SF / 15 21 OCCUPANTS (E) OFFICE AREA 2,448 SF / 150 17 OCCUPANTS 110' 1-HOUR CORR. 1-HOUR CORRIDOR 10 9 ' - 9 " DISTA N C E B E T W E E N E X I T S = 1 7 5 ' - 6 " 175'-6" > 1 1 3 ' - 0 " = OK 1-HOUR CORRIDOR / LOBBY RECEPTION 2 OCCUPANTS 4'-10" 4'-5" 4' - 0 " 5' - 1 " LOBBY POTENTIAL ASSEMBLY AREA 348 SF / 15 = 24 OCCUPANTS COURTYARD ASSEMBLY AREA 3,325 SF / 15 = 224 OCCUPANTS (WILL NOT BE AT CAPACITY DURING THE SAME PERIOD AS THE REST OF THE BUILDING) COMMON P.O.T. = 98'-0" COMMON P.O.T. = 88'-0" COMMON P.O.T. = 62'-0" COMMON P.O.T. = 55'-0" COMMON P.O.T. = 43'-3" 118' COMMON P.O.T. = 40'-6" (E) OFFICE AREA 3,856 SF / 150 26 OCCUPANTS COMMON P.O.T. = 49'-3" (E) OFFICE AREA 1,249 SF / 150 9 OCCUPANTS COMMON P.O.T. = 53'-1" 61' (E) OFFICE AREA 1,036 SF / 150 7 OCCUPANTS 111' (E) STAIRS - EXIT ACCESS STAIRWAY (E) STAIRS - EXIT ACCESS STAIRWAY TACTILE EGRESS SIGNAGE SCALE: 6" = 1'-0"1 B. EXIT STAIRS DOWN SIGN 3"3" 6" 1 2" 5 8" 1 4" 5 8" 1 4" 5 8" 1 2" 1" 5 8" 5" 12" MIN.12" MIN. A. EXIT SIGN 3"3" 6" 138" 5 8" 138" 1" 5 8" 12" MIN. C 12" MIN. C. EXIT ROUTE SIGN 3"3" 6" 1 2" 5 8" 118" 5 8" 1 2" 1" 5 8" 5" 12" MIN.12" MIN. 5" EXIT ROUTE (BRAILLE) EXIT (BRAILLE) EXIT STAIRS DOWN L CL CL A103 FIRST FLOOR EXIT PLANS NORTH OCCUPANCY CALCULATIONS OCC. TYPE OCC. USE TOTAL S.F.OCCUPANCY OFFICE TI (CBC 2022, TABLE 1004.5) FI R S T F L O O R SUB-TOTAL OCC. : OCC. LOAD FACTOR EXIT ACCESS TRAVEL DISTANCE DISTANCE NOTED IS ACTUAL. ALLOWABLE DISTANCE IS 200'-0" (CBC 2022, TABLE 1017.2) LIFE SAFETY PLAN LEGEND TOTAL OCC. : OCC. TYPE OCC. USE TOTAL S.F.OCCUPANCY SE C O N D F L O O R SUB-TOTAL OCC. : OCC. LOAD FACTOR CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A (E) CONF. RM. 246 432 186 B (E) OFFICE AREA 717 4815 18,377 123150 24 SCALE: 1/8" = 1'-0" 80 16 32 X OCC. - X INDICATED OCCUPANT LOAD INDICATED TACTILE SIGNAGE DETAIL - 1A - 1C - 1C 208 OCC. - 1C - 1A - 1C A (N) PATIO 729 4915 143 OCC. - 1A - 1C 37 OCC. EGRESS WIDTHS PER 2022 CBC SECTION 1005 FIRST FLOOR:# OF OCC.* MINIMUM REQUIRED WIDTH * THE MINIMUM WIDTH, IN INCHES, OF THE MEANS OF EGREES COMPONENTS SHALL NOT BE LESS THAN THAT SPECIFIED FOR SUCH COMPONENT, ELSEWHERE IN THIS CODE. PER 2022 CBC SECTION 1005.2 ALL NEW AND EXISTING DOORS (WITHIN THE MEANS OF EGRESS) SHALL BE MIN. 3'-0"W.x7'-0"H. WITH ACCESSIBLE LEVER HANDLE. NOTE: 235 PROVIDED WIDTH 3 EXITS = 16" EA.47"235 x 0.2" NOTE: ALL HALLWAYS & STAIRS ARE 48" WIDE, MINIMUM. SECOND FLOOR:# OF OCC.* MINIMUM REQUIRED WIDTH 188 PROVIDED WIDTH 2 EXITS = 19" EA.37.6"188 x 0.2" TOTAL BUILDING:# OF OCC.* MINIMUM REQUIRED WIDTH 421 PROVIDED WIDTH 3 EXITS = 28" EA.84.2"421 x 0.2" B (E) OFFICE AREA 19,114 128150 A (E) CONF. RM.858 5815 A PLAN CHECK CORRECTIONS 09.09.2024 A - 1C - 1C - 1C A (N) LOBBY 348 2615 A (E) COURTYARD 3,325 22415 B PLAN CHECK CORRECTIONS 10.17.2024 B B B B B B B B B PLAN CHECK CORRECTIONS 11.21.2024C C 1 FIELD CHANGES 02.27.2025 1 - 1C REN. 11/30/25 2130 E 4th St - REV 13/10/2025 14 ' - 4 " ( V . I . F . ) 8'-0" 8'-4" 15 ' - 0 " 5' - 1 " 26 ' - 0 " 5'-2" 10 ' - 1 0 " 59'-10" 31'-4" ±21'-7" 4' - 4 " 11'-5" up up dn dn dn dn 3'-0" CLR. 3' - 0 " CL R . 4' - 2 " 7'-2" FIRST FLOOR PLAN A111 KEYNOTES# FLOOR PLAN NOTES NORTH 1.EXISTING WALLS TO REMAIN - CLEAN AND PAINT AT LOCATIONS ADJACENT TO OR WITHIN NEW WORK AREAS - SEE FINISH PLAN. WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE WALLS ARE FULL-HEIGHT WITH INSULATION & TYPE "X" GYP. BD. ON BOTH SIDES, PER 1-HOUR RATED WALL TAG. 2.EXISTING STOREFRONT TO REMAIN. CLEAN & REPAIR / REPLACE GLASS OR FRAME AS REQUIRED. 3.NEW MOP SINK & WATER HEATER. SEE PLUMBING DRAWINGS. 4.ALIGN NEW WALL FINISH WITH EXISTING ADJACENT WALLS. 5.NEW ACCESSIBLE WASHER / DRYER COMBO. FIELD VERIFY ELECTRICAL. 6.PROVIDE FULL HEIGHT FRP WALL COVERING OVER MOISTURE-RESISTANT GYP. BD. 7.NEW DUAL-HEIGHT DRINKING FOUNTAIN, SEE DETAIL 7/A401. 8.NEW CONCRETE SLAB, SLOPE 2% AWAY FROM BUILDING, SEE STRUCTURAL DRAWINGS. 9.NEW CONCRETE STAIRS WITH CONTRASTING STRIPE AT EACH STAIR. PROVIDE TUBE STEEL HANDRAILS / GUARDRAIL. 10.EXISTING TREE PLANTERS TO REMAIN. PROVIDE PROTECTIVE TREE GRATES TO ACCOMMODATE TREES & DRAINS. 11.NEW RESTROOMS, NEW FIXTURES AND FINISHES. SEE SHEETS A400 & A401. 12.EXISTING STAIRS TO REMAIN. VERIFY HANDRAILS & WARNING STRIPES OCCUR PER DETAIL 12/A801. 13.NEW LOCATION OF EXISTING SECOND FLOOR RECEPTION AREA MILLWORK. COORDINATE WITH OWNER TO PROVIDE ELECTRICAL, DATA AND PHONE CONNECTIONS. SEE 9/A300. 14.STRUCTURAL BEAM ABOVE TO REMAIN. PROTECT IN PLACE. 15.DASH LINE REPRESENTS NEW CANOPY ABOVE AT NEW ENTRY. 16.EXISTING BUILDING OVERHANG. 17.NEW 6'-0" HIGH WROUGHT IRON FENCE, MATCH EXISTING STYLE. 18.NEW PLANTER. SEE SHEET A300 & STRUCTURAL DRAWINGS. 19.ADD POWER AND DATA TO COLUMN LOCATIONS, ENSURE OUTLET IS GFCI. 20.NEW HOSE BIB CONNECTION POINT ADJACENT TO RESTROOM EXTERIOR WALL. 21.EXISTING TUBE STEEL FENCE, PROTECT IN PLACE. 22.NEW LOCATION OF RELOCATED FLAG POLE. 23.COURTYARD TO RECEIVE NEW INFILL / CONCRETE SLAB TO MATCH EXISTING ADJACENT ELEVATION. SEE STRUCTURAL DRAWINGS. 4 XXX DENOTES DOOR, SEE DOOR SCHEDULE EXISTING WALL / PARTITION TO REMAIN LEGEND EXTERIOR 1-HOUR WOOD STUD WALL - 2x6 WOOD STUDS @ 16" O.C. WITH 5/8" TYPE-X GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT TYPE-X GYP. BD. AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH R-19 BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. 1 2 3 MEN'S RESTROOM 107 WOMEN'S RESTROOM 106 A400 1 119118 A401 1 112 111 120 121 117 116 103 101 1-HOUR CORRIDOR 111 ALL-GENDER RESTROOM 103 OFFICE STORAGE 110 104 1 3 11 3 3 1 1 4 6 4 AL I G N 3 1 1 1 1 1 13 1 11 11 11 12 12 14 14 3A 3 3A 15 16 TYP. 16 TYP. 17 18 18A300 1 19 19 20 (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STOR. MAINT. (E)OFFICE (E)OFFICE (E)OFFICE (E)STOR. (E)OPENOFFICE (E)STORAGE (E)STORAGE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)LOBBY (E)OFFICE (E)OFFICE (E)OFFICE (E)SUPPLY (E)MAINT. (E)ELEC.RM(E)ELEC.RM (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)CONFERENCE (E)COURTYARD (E)OPENOFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE(E)OFFICE(E)OFFICE (E)OFFICE (E)CONFERENCE (E)CONFERENCE (E)OFFICE (E)OFFICE (E ) S T O R . (E)JAN.(E)OPENOFFICE (E ) S T O R A G E (E)OFFICE (E)OFFICE (E)LOBBY (E)OFFICE (E)OFFICE 21 9 W/D 5 15 (E)OFFICE (E)OFFICE (E)OFFICE(E)CONF. (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)OFFICE (E)STORAGE (E)STORAGE (E)LOBBY (E)OFFICE (E)OFFICE 102 JANITOR 102(E)HALLWAY LAUNDRY 104 BREAK RM. 105 115 (E)OFFICE 22 23 23 10 10 8 17 9 21 8 1 A702 2 A702 A701 2 A701 1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A300 2 A PLAN CHECK CORRECTIONS 09.09.2024 A INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. 1 2 2 2 3 EXTERIOR WOOD STUD WALL - 2x4 WOOD STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON INTERIOR SIDE (MOISTURE-RESISTANT AT RESTROOMS), 7/8" CEMENT PLASTER OVER METAL LATH OVER BLDG. PAPER OVER PLYWOOD SHEATHING. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS, GYP. BD. AND INSULATION TO UNDERSIDE OF STRUCTURE ABOVE. 3 3A 4 A802 1 A802 2 (E)ELEV 1-HOUR CORRIDOR 108 STORAGE 109 DENOTES STOREFRONT, SEE STOREFRONT TYPES 24 SCALE: 1/8" = 1'-0" 80 16 32 4 INTERIOR METAL STUD PARTITION - 6" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT RESTROOMS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 6 3 3 5 A802 5 5 INTERIOR METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS 6" ABOVE THE CEILING. A802 1 A802 6 NOTE: WHERE NEW WALLS / INFILLS OCCUR, THE HEIGHT OF THE WALL SHALL MATCH THE EXISTING ADJACENT CONDITIONS. 1.TYPE, FINISH, AND HEIGHT OF ALL EXTERIOR WINDOW/STOREFRONT SYSTEM TO MATCH EXISTING. 2.EXISTING EXIT INDICATES A NEW EXIT SIGN, EXIT INDICATES AN EXISTING EXIT SIGN. (R) INDICATES AN EXISTING RELOCATED EXIT SIGN. EXIT SIGNS AND DIRECTIONAL EXIT SIGNS HAVE MIN. 6" H x 3/4" STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND. WHENEVER THE BUILDING IS OCCUPIED, EXIT SIGNS SHALL BE LIT SO THEY ARE CLEARLY VISIBLE. EXIT SIGNS ARE TO BE SELF ILLUMINATING TYPE. 3.ADJUST ALL NEW AND EXISTING DOOR CLOSERS TO REMAIN (WITHIN THE AREA OF WORK) NOT TO EXCEED A.D.A. MAXIMUM OPERATING FORCES WHERE APPLIES. 4.PROVIDE VENTILATION IN ACCORDANCE WITH CHAPTER 12 OF THE CALIFORNIA BUILDING CODE, 2022 EDITION . SEE MECHANICAL PLANS. 5.PROVIDE FIRE DAMPERS IN ALL DUCTS PENETRATING RATED WALLS AND CEILINGS. 6.GLAZING WITHIN 24" ARC OF A SWING DOOR OR 18" FROM FLOOR SHALL COMPLY WITH SECTION 2406 OF THE CALIFORNIA BUILDING CODE AND BE TEMPERED. 7.CONTRACTOR TO VERIFY EXACT HEIGHT TO ROOF STRUCTURE WHERE FULL HEIGHT STUDS ARE INDICATED. CONTRACTOR MAY SUBMIT ALTERNATIVE FOR METAL STUD CONFIGURATION TO ACCOMMODATE THE SPAN. 8.ELECTRICAL PANELS, SUBPANELS, FIRE HOSE CABINETS, FIRE EXTINGUISHER CABINETS, ETC. IN REQUIRED 1-HOUR WALLS SHALL BE PLACED AS SUCH NOT TO DISRUPT THE 1-HOUR RATING. 9.ALL GYPSUM BOARD EDGES SHALL BE BLOCKED WHERE IT DOES NOT FALL ON A FRAMING MEMBER. 10.CONTRACTOR SHALL PROVIDE RECORD DOCUMENTS (MECH., ELEC., PLUMBING, ETC.) TO BUILDING OWNER AT JOB COMPLETION & PRIOR TO APPLICATION OF PAYMENT. 11.PATCH AND REPAIR WALLS WHERE SWITCHES, OUTLETS, T-STATS, ETC. WERE REMOVED. 12.PROVIDE NEW FIRE EXTINGUISHERS. LOCATIONS OF EXTINGUISHERS TO BE DETERMINED BY FIRE / BUILDING INSPECTOR. EXISTING 2 7 114 113 A805 4 A805 13 A805 1 A805 4 A805 5 A805 9 A201 1 A201 2 1 A202 A202 2 6 INTERIOR METAL STUD PARTITION - 8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" MOISTURE-RESISTANT GYP. BD. ON BOTH SIDES. WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 1 A802 4 110 PLAN CHECK CORRECTIONS 11.21.2024C 3A INTERIOR 1-HOUR RATED METAL STUD PARTITION - 3-5/8" x 20GA. METAL STUDS @ 16" O.C. WITH 5/8" TYPE 'X' GYP. BD. ON BOTH SIDES (MOISTURE-RESISTANT AT WET WALLS). WALL CAVITY FILLED WITH SOUND BATT INSULATION. EXTEND STUDS TO UNDERSIDE OF STRUCTURE ABOVE. A802 17 A805 6 A805 7 1-HOUR LOBBY 101 C C C C C PLAN CHECK CORRECTIONS 12.17.2024D D W/D A804 10 1 FIELD CHANGES 02.27.2025 1 109 REN. 11/30/25 2130 E 4th St - REV 13/10/2025 EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES EXISTING TO REMAIN - NO CHANGES F5 F5 F5 F5 F5 F5 F5 F5 F5 (E)C (E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)C F5 F5 F5 F5 F5 F5 F5 (E)F5 ±2 0 ' - 1 1 " 8'-0" 5' - 6 " 4'-0" (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5(E)F5(E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 2' - 0 " (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 (E)F5 F5 F5 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 NORTH 1 1.ALL LIGHT FIXTURES, SWITCHES, THERMOSTATS, ETC. ARE TO CONFORM WITH TITLE 24 ENERGY CONSERVATION CODE. 2.CONDUIT MUST BE A MINIMUM OF 7-1/2" CLEAR ABOVE THE CEILING GRID & BE COORDINATED W/ NEW DUCTS. 3.CONTRACTOR TO NOTIFY ARCHITECT OF ANY CONFLICTS WITH LIGHT FIXTURE LOCATIONS & HVAC DUCTWORK PRIOR TO ORDERING FIXTURES OR INSTALLATION OF CEILING GRID. 4.PROVIDE EMERGENCY LIGHTING PER CODE. 5.FIELD CUT ACOUSTICAL CEILING TILE EDGES AT PERIMETERS TO PROVIDE TEGULAR INSTALLATION LOOK. 6.LIGHT SWITCH CONTROLS IN OPEN AND PRIVATE OFFICE AREAS WILL BE BY MOTION SENSOR. REFER TO ELECTRICAL DRAWINGS FOR LOCATION AND TYPE SPECIFICATION. 7.PATCH AND REPAIR WALLS WHERE SWITCHES WERE REMOVED. 8.ALL LIGHTING CONTROLS SHOWN SHALL BE MOUNTED AT +3'-6" HEIGHT TO CENTERLINE UNLESS OTHERWISE NOTED. 9.LIGHT CONTROLS INDICATED NEW AS SHOWN ADJACENT TO EACH OTHER SHALL BE GANGED AND COVERED WITH A SINGLE COVER PLATE, COLOR TO BE BUILDING STANDARD. LIGHT CONTROLS SHALL CONFORM TO TITLE 24 REQUIREMENTS. 10.LIGHT CONTROL LOCATIONS ARE SHOWN SCHEMATICALLY AND MAY NOT INDICATE ACTUAL NUMBER OF SWITCHES REQUIRED. CONTRACTOR SHALL DETERMINE ACTUAL CONTROL QUANTITIES ACCORDING TO CIRCUIT LOAD AND APPLICABLE ELECTRICAL CODE REQUIREMENTS. 11.ALL RECESSED LIGHT FIXTURES SHOWN SHALL BE FURNISHED WITH TRIM FOR MOUNTING TO BUILDING STANDARD CEILING GRID SPECIFIED. 12.ALL ACOUSTIC CEILING TILES DAMAGED DURING THE COURSE OF DEMOLITION OR CONSTRUCTION ARE TO BE REPLACED WITH MATCHING TILES. 13.ALL LIGHT FIXTURES, SMOKE DETECTORS, AND SPEAKER OUTLETS, OR OTHER FIXTURES ARE TO BE INSTALLED IN DEAD CENTER OF CEILING TILES UNLESS OTHERWISE NOTED. 14.HVAC AND ELECTRICAL DESIGN CRITERIA SHALL CONFORM TO STATE OF CALIFORNIA TITLE 24 ENERGY CONSERVATION REQUIREMENTS. 15.CONTRACTOR TO LABEL THE BUILDING ELECTRICAL PANEL DIRECTORY WITH ANY CHANGE TO CIRCUITS. LABELING WILL BE TYPED, NOT HAND WRITTEN. 16.THE CONTRACTOR SHALL PROVIDE ACCESS TO ABOVE THE CEILING FOR TENANT SECURITY & CABLING CONTRACTORS' INSTALLATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE SCHEDULING OF THESE OTHER TRADES. 17.THE ELECTRICAL CONTRACTOR SHALL SURVEY EXISTING LIGHTING FIXTURES TO BE REUSED AND RELAMP, REBALAST ANY NON-FUNCTIONING LIGHT FIXTURE AS NECESSARY. 18.REFER TO ELECTRICAL (ENGINEERING) DRAWINGS FOR ADDITIONAL NOTES AND INFORMATION. WHERE CONFLICTS OCCUR, ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENCE FOR LOCATION. ARCHITECT IS TO BE NOTIFIED OF ANY CONFLICTS PRIOR TO COMMENCING WORK. 19.WHERE EXISTING CEILING TILES ARE REUSED, THEY MUST BE IN GOOD CONDITION AND MATCH THOSE IN THE SAME ROOM. 20.REPLACE/ REPAIR ALL SAGGING/ DAMAGED CEILING GRID AND CEILING TILES TO MATCH (E) , TYPICAL THROUGH-OUT OFFICE AREA. 21.CAULK AT SEAM OF SUSPENDED CEILING WALL ANGLE TO WALL, WHERE GAPS OCCUR. 22.IN ROOMS WITH A SPAN IN BOTH DIRECTIONS OF MORE THAN 25', A MINIMUM WALL ANGLE SIZE OF AT LEAST 2" HORIZONTAL LEG SHALL BE USED AT PERIMETER WALLS AND INTERIOR FULL HEIGHT PARTITIONS. THE FIRST TILE SHALL BE 3/4" CLEAR FROM WALL SURFACE. 23.ACOUSTIC BATTS AT ALL RESTROOM WALLS AND HARD LID CEILINGS. 24.CEILING GRIDS TO BE CENTERED WHERE NO DIRECTION INDICATED. DIMENSION OR GRID START POINT SHALL APPLY WHERE INDICATED. CENTER CLG. GRID IN ALL ROOMS U.N.O.. 25.INSTALL SUSPENDED CEILING SYSTEM PER ICC ESR # 1222. 26.SUSPENDED CEILING SYSTEM SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH ASTM C635, ASTM C636, AND ASTM E580 SECTION 5. (ASCE 7-16, SECTION 13.5.6.2.2) 27.EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS AND OTHER PENETRATIONS, PROVIDE A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. #KEYNOTESREFLECTED CEILING PLAN NOTES REFLECTED CEILING LEGEND SEE ELECTRICAL DRAWINGS FOR RESTROOM & HALLWAY LIGHTING AND POWER LAYOUT. EXISTING EXPOSED WOOD BEAMS TO REMAIN. PAINT TO MATCH STUCCO COLOR. EXISTING OFFICE AREA - NO CHANGES. AT NEW RESTROOMS, ADD CEILING INSULATION FOR SOUND PURPOSES, PROVIDE MOISTURE-RESISTANT GYPSUM BOARD. LAY-IN SUSPENDED CEILING TILES TO BE WASHABLE & UNPERFORATED. NEW GYP. BD. CEILING. PAINT PER FINISH SCHEDULE. NEW STEEL-FRAMED CANOPY, SEE 5 & 6 / A804 & STRUCTURAL DRAWINGS. EXISTING SOFFIT WITH WOOD PANELING TO REMAIN. PAINT TO MATCH STUCCO COLOR. NEW WALL-MOUNTED LIGHT FIXTURE, SEE ELECTRICAL DRAWINGS FOR SPECS. & MOUNTING HEIGHT. NEW 2" WIDE SOFFIT VENT. A803 1 INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. NEW EXIT SIGN, TYPICAL. SHADED AREA INDICATES SIGN FACE. ARROW INDICATES DIRECTION OF EXIT. SIGN TO HAVE A SECONDARY SOURCE OF POWER. (LIGHT ALARMS, SPLED) EXIT SIGN. FLAT, RECESSED ALUMINUM TRIM WITH RED & WHITE PANEL. NEW 2x4 SUSPENDED CEILING AND GRID. (GRID: DONN-DX 15/16" SUSPENSION SYSTEM [ASTM C 635 - HEAVY DUTY], COLOR : WHITE (I.C.C. #ESR-1222, L.A.R.R. #25032) TILE: ARMSTRONG DUNE SECOND LOOK (TEGULAR EDGE), 24"x48"x3/4", OR EQUAL A RECESSED LED DOWN LIGHT 1 2 W INDICATES NEW 5/8" GYPSUM BOARD CEILING (MOISTURE-RESISTANT AT RESTROOMS), ON METAL FRAMING. SEE STRUCTURAL DRAWINGS. 3 4 ±8'-4" (N) T-BAR CLG. 1 2 3 3 3 3 5 6 7 4 44 5 6 6 6 5 5 6 7 7 F5 INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE WITH 90 MINUTE BATTERY BACKUP. SEE ELECTRICAL DRAWINGS. A INDICATES NEW 2'x4' RECESSED LED LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. B EXISTING CAMERA LENSEC 8 8 8 8 8 ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. INDICATES NEW WALL-MOUNTED LED LIGHT FIXTURE. 9 9 9 9 99 9 2 10 10 10 EXISTING WOOD PANEL SOFFIT NEW STUCCO FINISH OFFICE STORAGE 110 1-HOUR CORRIDOR 108 ±8'-4" (N) GYP. BD. CLG. STORAGE 109 MEN'S RESTROOM 107 WOMEN'S RESTROOM 106 ±8'-4" (N) GYP. BD. CLG. BREAK RM. 105±8'-4" (N) T-BAR CLG. LAUNDRY 104±8'-0" (N) GYP. BD. CLG. ALL-GENDER RESTROOM 103 ±8'-4" (N) T-BAR CLG. ±8'-4" (N) GYP. BD. CLG. ±8'-4" (N) GYP. BD. CLG. JANITOR 102 EXPOSED CLG. 1-HOUR CORRIDOR 111 A PLAN CHECK CORRECTIONS 09.09.2024 A FIRST FLOOR REFLECTED CEILING PLAN A140 24 SCALE: 1/8" = 1'-0" 80 16 32 A803 2 A803 3 NOTE: AREAS BEING MODIFIED SHALL BE CONSTRUCTED TO ENSURE: 1. FLOOR / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 6/A805. 2. ROOF / CEILING ASSEMBLIES SHALL BE CONSTRUCTED PER DETAIL 7/A805. PLAN CHECK CORRECTIONS 10.17.2024 B B 1-HOUR LOBBY 101 C C C 1 FIELD CHANGES 02.27.2025 1 REN. 11/30/25 2130 E 4th St - REV 13/10/2025 FINISHMARK DOOR TYPE MATERIAL THKSIZE FINISHMATERIAL HARDWARE SET FRAME REMARKS 1. DOOR TO HAVE A SIGN THAT READS "DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED". 2. ALL EXIT DOORS TO HAVE PANIC HARDWARE AND PUSH BAR LOCATED, GC SUPPLIED AND INSTALLED. 3. ALL EXIT DOORS TO BE OPENABLE FROM THE INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. 4. DOOR TO BE TIGHT-FITTING 5. DOOR / RESTROOMS SHALL BE PROVIDED WITH SELF-CLOSER AND TIGHT FITTING DOORS. 6. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS 7. DOOR OPERABLE WITH 5LB. FORCE, EXCEPT FIRE DOORS WHICH IS 15LBS. 8. VERIFY EXISTING DOOR SWING (SEE PLAN) - GC TO PROVIDE NEW DOOR, FRAME AND HARDWARE IF EXISTING DOOR CANNOT BE UP-GRADED 9. ALL DOORS ARE EQUIPPED WITH SINGLE-EFFORT, NON-GRASP HARDWARE CENTERED BETWEEN 30" AND 44" ABOVE THE FLOOR. DOOR TYPES DOOR SCHEDULE 101 DOOR/FRAME SCHEDULE NOTES: DOUBLE ENTRY DOOR 1 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS AS SCHEDULED DARK BRONZE11 3/4"DARK BRONZE A3'-0" x 8'-0"EXISTING DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT SILLMARK WINDOW TYPE THKHEIGHT FINISHMATERIAL FRAME REMARKS WINDOW SCHEDULE A 1"ANODIZED AL DARK BRONZE8'-4" 1" 1"B C TYPE B (E) FIXED NO CHANGES TYPE C WIDTH 20'-10" GLASS VALUE NO CHANGES TO EXISTING, TEMPERED GLASS GLAZING NOTES: 1. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING. GLAZING IN: A. SWING DOORS B. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR ASSEMBLIES. 2. FIXED OR OPERABLE PANEL TO MEET THE FOLLOWING CONDITION : A. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET(0.84M²) B. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (475MM) ABOVE THE FLOOR. 20'-0" SINGLE ENTRY DOOR 1A PANIC HARDWARE 33 " - 4 0 " MA X ALUMINUM 10 " 6' - 8 " M I N - V E R I F Y 3'-0" FULLY TEMPERED GLASS 2 EXTERIOR HOLLOW METAL-PAINT 3'-0" 6' - 8 " M I N - V E R I F Y PANIC HARDWARE 33 " - 4 0 " MA X 4 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 2. VERIFY EXISTING DOOR TO RECEIVE NEW PANIC HARDWARE - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO RETROFIT EXISTING DOOR 3. REVERSE DOOR SWING AS SHOWN ON PLAN - GC TO PROVIDE NEW DOOR, HARDWARE AND FRAME IF UNABLE TO REVERSE SWING 4. GC TO PROVIDE SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO PURCHASE / INSTALLATION 5. LOCK TO BE KEYED FROM THE EGRESS SIDE AND TO BE READILY DISTINGUISHABLE AS LOCKED. AUTO FLUSH BOLT EXISTING TO REMAIN - FINISH TO BE ANODIZED DARK BRONZE ALUMINUM FINISH VON DUPRIN, TOUCHBAR SERIES 98 DORMA, MODEL 7400 SERIES - HAGER, MODEL AB750 - 4 1/2 X 4 1/2 TYPE 1/1A - 1 3/4" ALUMINUM STOREFRONT DOOR(S) AND FRAME MANUFACTURER & MODEL NO. STOREFRONT DOOR(S) - SET A ITEMQTY 1 PANIC HARDWARE CLOSER HINGES STOREFRONT DOOR AND FRAME 1 1 1 1/2 PR 1 THRESHOLD1 PEMKO FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET B ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE FINISH DORMA, MODEL 7400 SERIES HAGER, MODEL AB750 - 4 1/2 X 4 1/2 WROUGHT IRON FRAME W/ STOP MANUFACTURER & MODEL NO. PATIO DOOR - SET D ITEMQTY 1 1 CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 1 1 1/2 PR HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE KEYHOLE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM FACTORY FINISH BLACK FACTORY FINISH BLACK US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 4 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 EXISTING TO REMAIN - NO CHANGES BLACK- MATCH EXISTING WROUGHT IRON FENCETYPE 6 - WROUGHT IRON - MATCH EXISTING FINISHED FLOOR PAIR 1 PAIR AL HARDWARE SCHEDULE STOREFRONT TYPES STOREFRONT - A (EXISTING) FULLY TEMPERED GLASS TYP. MATCH EXISTING , TEMPERED GLASS ANODIZED AL ANODIZED AL 1" INSULATED 1" INSULATED 1" INSULATED 4-1/2" 4-1/2" 4-1/2" VON DUPRIN, TOUCHBAR SERIES 98PANIC HARDWARE1 1 US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOORKICKPLATE (10" X 30") 102 103 104 3 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X 20 " 4 1 / 2 " 8"8"20" INTERIOR / EXTERIOR HOLLOW METAL-PAINT W/ FREE AIR LOUVER AT BOTTOM 105 108 111 112 DARK BRONZE11 3/4"DARK BRONZE A3'-0" x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL DARK BRONZE1A1 3/4"DARK BRONZE A3'-0" x 8'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL DARK BRONZE1A1 3/4"DARK BRONZE A3'-0" x 8'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT AL FINISHMANUFACTURER & MODEL NO. INTERIOR SLAB DOOR - SET C ITEMQTY HARDWARE NOTES: 1. GC TO SUBMIT SHOP DRAWINGS FOR REVIEW PRIOR TO PURCHASE & INSTALLATION OF ALL DOORS AND HARDWARE 1 STAINLESS STEEL SATIN CHROME STAINLESS STEEL ALUMINUM MATCH EXISTING MATCH EXISTING US32D .050- SCREW MOUNTED ON PUSH SIDE OF DOOR DON-JO, 1407-630 DORMA, MODEL 7400 SERIES IVES, MODEL SR64 US26D ALUMINUM METAL FRAMES W/ STOP TYPE 5 - 1 3/4" SOLID CORE1 1 KICKPLATE (10" X 34") DOOR SILENCER DOOR STOP CLOSER HINGES FRAME DOOR (3'-0" X 7'-0") 3 1 1 SATIN CHROMESTANLEY - 3-1/2"X3-1/2"HINGES 1 PUSH & PULL UNITS STAINLESS STEEL 1 PAIR 4X16 PLATE 5 7' - 0 " AS SCHEDULED 33 " - 4 0 " MA X SOLID CORE WOOD-PAINTED 6 PATIO GATE DOOR (NEW) PANIC HARDWARE (AT PATIO SIDE ONLY) KICK PLATE PUSH/PULL UNIT 33 " - 4 0 " MA X WROUGHT IRON DOOR TO MATCH EXISTING WROUGHT IRON FENCE 116 117 118 119 120 121 SCHLAGE, MODEL AL50PD- SATURN LEVER- 626 FINISH WITH, PRIVACY LOCK1LOCKSET SATIN CHROME 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE BLACK- MATCH EXISTING WROUGHT IRON FENCE SATIN CHROME SATIN CHROME SATIN CHROME ALUMINUM SATIN CHROME STAINLESS STEEL ALUMINUM STAINLESS STEELDON-JO, 1407-630DOOR STOP1 3 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE 6 1 3/4"3'-0" x 6'-0"DMATCH EXISTING HOLLOW METALWROUGHT IRON MATCH EXISTING NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT TO NOT USED 113 115 201 202 203 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE - PRIVACY LATCH AT SINGLE USE RESTROOMS DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"NEW DOOR - SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE 204 208TO NOT USED 209 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING MATCH EXISTING 210 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 212 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 213 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 214 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE 5 1 3/4"3'-0 x 7'-0"CSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING MATCH EXISTING 215 216 DARK BRONZE11 3/4"HOLLOW METAL DARK BRONZE A3'-0 x 7'-0"SEE NOTES 1,2,3,6,7,8 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANT STOREFRONT PAIR AL217 KEYCARD ENTRY VERIFY DARK BRONZE DARK BRONZE VERIFY VERIFY 8'-4" VERIFY 20'-0" VERIFY 8'-4" VERIFY MATCH EXISTING , TEMPERED GLASS (N) FIXED TYPE A (N) FIXED 5 1 3/4"3'-0 x 7'-0"SEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING B STOREFRONT - B SEE 14 / A802 STOREFRONT - C SEE 14 / A802 FULLY TEMPERED GLASS TYP. FULLY TEMPERED GLASS TYP. STOREFRONT AL STOREFRONT AL STOREFRONT AL STOREFRONT AL FIRST FLOOR SECOND FLOOR 114 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METALSOLID CORE MATCH EXISTING 5 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL SEE NOTES 4,5,6,7 AND 9 VERIFY ALL HARDWARE TO BE ADA COMPLIANTSOLID CORE MATCH EXISTING 110 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT SOLID CORE MATCH EXISTING 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 20 MIN. FIRE-RATED ASSEMBLY. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT 109 4 1 3/4"3'-0 x 7'-0"BSEMIGLOSS PAINT HOLLOW METAL 20 MIN. FIRE-RATED ASSEMBLY. PROVIDE CARD READER. SEE NOTES 4,5,6,7 AND 9. VERIFY ALL HARDWARE TO BE ADA COMPLIANT SOLID CORE MATCH EXISTING DOOR, WINDOW & STOREFRONT SCHEDULES CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A501 A PLAN CHECK CORRECTIONS 09.09.2024 A PLAN CHECK CORRECTIONS 11.21.2024C C C C C C C 1 FIELD CHANGES 02.27.2025 1 REN. 11/30/25 2130 E 4th St - REV 13/10/2025 FINISH SCHEDULE WALL TILET-2 MARK ITEM MANUFACTURER DESCRIPTION REMARKS IMAGE COLLECTION: DUNES SIZE: 3”x12” COLOR: WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PATTERN: STRAIGHT STACK ARIZONA TILE WA L L S WA L L S RUBBER BASEB-1 TO MATCH EXISTING CARPET TILECPT-1 COLLECTION: DIFFUSE + DISPERSE STYLE: ECOWORX SIZE: 24”x24” COLOR: MOVEMENT #75481 PATTERN: MONOLITHIC BA S E BA S E SHAWCONTRACT FLOOR TILET-1 COLLECTION: DAVENPORT SIZE: 12”x24” COLOR: ASH GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY ARIZONA TILEFL O O R FL O O R SANITARY COVE BASE B-2 FINISH: SEMIGLOSS MATTE GLAZED CERAMIC SIZE: 6"x6-1/2" WITH 3/8"RADIUS COLOR:WHITE GROUT: CUSTOM BUILDING PRODUCTS COLOR: #09 NATURAL GREY PA R T I T I O N P - 1 PRIMARY COLOR TO MATCH EXISTING TP - 1 TOILET PARTITION ASI ACCURATE PARTITIONS COLLECTION: COLOR-THRU PHENPLIC COLOR: SMOKE 8450C PA I N T PA R T I T I O N PA I N T EPOXY COATINGEP-1 WESTCOAT WALKWAY AREA SOLUTION PRODUCTWESTCOAT EXTERIOR STUCCOW-1 -EXISTING STUCCO, REPAIR AND REPAINT AS NEEDED PAINT: P-2 P - 2 WHITE SW 7005 "PURE WHITE"SHERWIN WILLIAMS LVT FLOORINGLVT STYLE: LOOSLAY LONGBOARD COLOR: ALPINE OAK LLP352 SIZE: 59"x10" INSTALLATION: STAGGERED KARNDEAN FLOORING CONCRETE STAINCS-1 COLOR: OUTBACK 677DAVIS COLORS REFER TO SHEET A400 FOR ADDITIONAL INFO. 11-10 SYSTEM, COLOR STONE GRAY | 42. 16/20 SAND FINISH INSTALL OFFSET PER MANUF. RECOMMENDATIONS DALTILE up up A502 1. GC TO SUBMIT SAMPLES OF ALL FINISH MATERIALS TO CLIENT & ARCHITECT FOR REVIEW PRIOR TO PURCHASE AND INSTALLATION. 2. ALL FINISH MATERIALS TO BE CBC 2022 CHAPTER 8 COMPLIANT. INTERIOR FINISH MATERIALS APPLIED TO WALL AND CEILINGS SHALL BE TESTED AS SPECIFIED IN SECTION 803.1.3. 3. ALL GYPSUM BOARD WALLS TO RECEIVE PAINT TO HAVE LEVEL 5 FINISH 4. ALL INTERIOR FINISHES TO HAVE A FLAME SPREAD RATING OF 25 OR LESS. WITH A MAXIMUM SMOKE GENERATION FACTOR OF 450. 5.CERAMIC TILE INSTALL GUIDELINES A. TILE INSTALLER SHALL COORDINATE WITH GENERAL CONTRACTOR AND PROVIDE LAYOUT OF ALL WALL TILE PRIOR TO INSTALLATION. ARCHITECT TO REVIEW PRIOR TO INSTALLATION. GENERAL CONTRACTOR SHALL PREPARE WALLS AS TO MINIMIZE CUT TILES IN THE HORIZONTAL DIRECTION AND ELIMINATE CUT TILES IN THE VERTICAL -DIRECTION ON ANY WALLS. CONTACT ARCHITECT OF ANY DISCREPANCIES IN DIMENSIONS FOR DIRECTION PRIOR TO INSTALLATION. FAILURE TO ADHERE TO THESE REQUIREMENTS RESULTING IN ANY REMEDIATION REQUIRED TO MEET DESIGN INTENT WILL BE AT CONTRACTORS COST. B. IF REQUIRED TO CUT TILES, CONTRACTOR TO MEASURE OVERALL WALL WIDTH AND DETERMINE WHICH SOLUTION WILL ALLOW FOR THE GREATER THAN 50% TILE WIDTH AT WALL TERMINATIONS. C. NO CUT TILE VERTICALLY BETWEEN THE BASE AND THE CEILING. 6.WHITE DEVICES AND COVER PLATES ON ALL PUBLIC AREA GYPSUM BOARD SURFACES PAINTED WHITE. 7. PAINT EXTERIOR OF THE BUILDING. 1. INTERIOR EXIT STAIRWAYS AND RAMPS AND EXIT PASSAGEWAYS - CLASS A FINISH 2. CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS - CLASS A FINISH. LOBBY AREAS SHALL NOT BE LESS THAN CLASS B FINISH MATERIALS. 3. ROOMS AND ENCLOSED SPACES - CLASS B FINISH. CLASS C INTERIOR FINISH MATERIALS SHALL BE PERMITTED IN PLACES OF ASSEMBLY WITH AN OCCUPANT LOAD OF 300 PEOPLE OR LESS. PLAN NOTES: FINISH SCHEDULE 1ST FLOOR 1/16" = 1'-0" FIRST FLOOR FINISH PLAN NORTH ITEM FINISH MATERIAL BASE FINISH MATERIAL FLOOR FINISH MATERIAL WALL FINISH MATERIAL SEE ENLARGED RESTROOM PLANS SHEET A400 AND A401 FOR RESTROOM FINISHES. PROVIDE ADA COMPLIANT THRESHOLD, SEE 9/A802.1 2 3 4 FINISH SYMBOLS KEYNOTES PREMADE GYPSUM BOARD COLUMNS WITH EIFS. PROVIDE VINYL REDUCER STRIP, SEE DETAIL 9A/A802. 5 APPLY LVT TO STAIR - ADD SLIP RESISTANT EDGE & CONTRASTING STRIPE ON TOP & BOTTOM TREAD OF EACH STAIR RUN. MENS RESTROOM 107 WOMENS RESTROOM 106 1-HOUR CORRIDOR 111 ALL-GENDER RESTROOM 103 OFFICE STORAGE 110 STORAGE 109 B-1 CPT-1 P-1 P-1 P-1 P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 1 1 1 1 B-1 LVT P-2 P-2 P-2 P-2 B-1 LVT P-2 P-2 P-2 P-2 EP-1 W-1 W-1 W-1 W-1 COURTYARD - 2 2 2 B-2 T-1 T-2/P-1 T-2/P-1T-2/P-1 T-2/P-1 3 3 4 5 5 6 6 6 B-1 T-1 P-2 P-2 P-2 P-2 B-1 LVT P-2 P-2 P-2 P-2 TP-1 TYP. TP-1 TYP. 1 4 1 1 1 B-1 CS-1 P-1 P-1 P-1 P-1 6 1-HOUR CORRIDOR 108 7 PROVIDE CONCRETE STAIN (CS-1) FOR CONCRETE WALKWAY. 7 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 PROVIDE EXTERIOR THRESHOLD, SEE 7/A802.8 BREAK RM. 105 B-1 LVT P-2 P-2 P-2 P-2 JANITOR 102 LAUNDRY 104 1-HOUR LOBBY 101 6 WHERE EXISTING WALLS ARE PART OF RATED CORRIDOR, ENSURE TYPE 'X' GYP. BD. IS INSTALLED (BOTH SIDES OF WALL) NECESSARY TO ACHIEVE FULL-HEIGHT, 1-HOUR RATED ASSEMBLIES. PAINT EXPOSED WALLS AS NOTED ON PLAN. PLAN CHECK CORRECTIONS 11.21.2024C C C C C B-1 LVT P-2 P-2 P-2 P-2 1 FIELD CHANGES 02.27.2025 1 REN. 11/30/25 2130 E 4th St - REV 13/10/2025 4 2"2"2" SECURE 2X BLOCKING OVER FLANGE) PREFAB HVAC CURB SCALE: 1 1/2"=1'-0" PREFAB METAL CURB LEVELING CURB (WHERE INSUFFICIENT FOR NAILING, HVAC UNIT GRANULE SURFACED FIBERGLASS CAP SHEET 3 PLIES TYPE VI FIBERGLASS PLY SHEET EXISTING WOOD DECK FIBERGLASS BASE SHEET NAILED TO DECK OVER ROSIN SLIP SHEET CAP SHEET FLASHING SHEET 2 REINFORCEMENT PLIES SET IN ASPHALT NAIL TO DECK AT 12" O.C. FIBER CANT STRIP W/ 4" LEGS - THRU STEEL/NEOPRENE WASHER FILL CAVITY WITH BATT INSULATION 24 GA. G.I. COUNTERFLASHING W/ SCREW 1/2" PLYWOOD SKIRTING APPROPRIATE FASTENER 4"4" SET IN ASPHALT MAY BE REQUIRED FOR SOLDERING) ISOMETRIC VIEW 2 STRIPPING PLIES TYPE VI BED OF ROOF CEMENT (4 LB. LEAD SECURELY TO BOTH SURFACES 3" MIN. BUTYL SEALANT TAPE BONDED 1" BOND BREAKER TAPE SLEEVE - SET PRIMED FLANGE INTO MIN. 2-1/2 LB. LEAD FLASHING TALL PIPE OR CLOSED PIPELINE ISOMETRIC VIEW SLEEVE DOWN INTO PIPE CRIMP TOP EDGE OF LEAD VENT PIPE PENETRATION MIN. 2-1/2 LB. LEAD FLASHING 4"4" SET IN ASPHALT SLEEVE - SET PRIMED FLANGE 1 2 STRIPPING PLIES TYPE VI INTO BED OF ROOF CEMENT 2 8" M I N . FIBERGLASS PLY SHEET SHEET NAILED TO DECK FIBERGLASS CAP SHEET OVER ROSIN SLIP SHEET FIBERGLASS BASE EXISTING WOOD DECK GRANULE SURFACED 3 PLIES TYPE VI FIBERGLASS PLY SHEET FIBERGLASS CAP SHEET 2" M I N . GRANULE SURFACE 3 PLIES TYPE VI SHEET NAILED TO DECK EXISTING WOOD DECK VENT PIPE FLASHING SCALE: 1 1/2"=1'-0" OVER ROSIN SLIP SHEET FIBERGLASS BASE SEALED PIPE FLASHING SCALE: 1 1/2"=1'-0" TOP SEAL OPTION LEAD SLEEVE BY 2" MIN. AND OVERLAPPING TOP OF CRIMPED DOWN INTO PIPE 2-1/2 LB. LEAD CAP 4" S. S. SCREW CLAMP SLEEVE ABOVE CLAMP FLARE TOP EDGE OF LEAD 1 PART URETHANE SEALANT TOP SEAL OPTION 4" EXISTING ROOF ASSEMBLY - THOROUGHLY CLEAN, PRIME & DRY PRIOR TO INSTALLATION OF NEW ROOFING MATERIALS NEW (2) PLIES (OR TO MATCH EXISTING) OF FIBERGLASS FELT & CAP SHEET SET INTO INDEPENDENT APPLICATION OF HOT ASPHALT OR GRANULE SURFACED MODIFIED BITUMEN MEMBRANE NEW PLYWOOD SUBSTRATE WHERE OCCURS TO MATCH EXISTING 1'-0"1'-0"1'-0" EXISTING ROOF SHEATHING NEW INVERTED CAP SHEET OR FIBERGLASS BASE SHEET (OR TO MATCH EXISTING) SECURED WITH 1"~ CAP HEAD ROOFING NAILS 3SCALE: 1 1/2"=1'-0" TIE-IN TO EXISTING ROOF dn ENLARGED SECOND FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"9 ±2 0 ' - 8 1 4" ( V . I . F . ) 8'-0" MCNICHOLS PERFORATED METAL PANELS PER PLAN. EXISTING STOREFRONT TO REMAIN EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. HSS STEEL BEAMS AT 4'-0" O.C., MAX. SEE STRUCT. DWGS. EXISTING STOREFRONT TO REMAIN HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. BREAK ROOM CASEWORK ELEVATIONS SCALE: 1/4"=1'-0"11 ENLARGED BREAK ROOM PLAN SCALE: 1/4"=1'-0"10 - 11A - 11B A - NORTH ELEVATION B - EAST ELEVATION 3' - 2 " 2' - 0 " 2' - 8 " 5' - 4 " 2' - 1 " 3'-8"2'-2"4'-0"2'-1" 112" 4" 8' - 4 " 2' - 1 0 " 2' - 0 " 3' - 0 " 2- S H E L F 2 EQ. SPACES 1'-0" 8' - 4 " 1' - 8 " 6" 6' - 2 " 3'-0" W/ 270 HINGES @ DOORS FOR ACCESS (ATTACH TOE KICK TO BASE) 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES 2 EQ. SPACES PLASTIC LAMINATE CABINETS ADJUSTABLE SHELVES (WHITE MELAMINE - TYP.) DRAWERS WITH BRUSHED WIRE PULLS TILE BACKSPLASH SINK WITH GARBAGE DISPOSAL SOLID SURFACE COUNTERTOP BRUSHED WIRE PULLS PLASTIC LAMINATE CABINETS ADJUSTABLE SHELVES (WHITE MELAMINE - TYP.) TILE BACKSPLASH SOLID SURFACE COUNTERTOP BRUSHED WIRE PULLS DRAWERS WITH BRUSHED WIRE PULLS - 12A/12B - 12C/12D - 13 dn 2" DIA. DOWNSPOUT, TERMINATE IN PLANTER BELOW ±2 0 ' - 8 1 4" ( V . I . F . ) ENLARGED FIRST FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"6 8'-0" ENLARGED FIRST FLOOR CANOPY PLAN SCALE: 1/4"=1'-0"5 EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. SLOPE 1/16" / FT. 4'-0" 5' - 6 " HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. NEW STOREFRONT WINDOWS. SEE EXTERIOR ELEVATIONS. MBCI STANDING SEAM METAL ROOF PER PLAN. MBCI STANDING SEAM METAL ROOF PER PLAN. SLOPE 1/16" / FT.24GA. SHEET METAL GUTTER SL O P E 1 / 1 6 " / F T . 2" DIA. DOWNSPOUT, PAINT TO MATCH ADJACENT WALL COLOR EXISTING STOREFRONT TO REMAIN EXTERIOR WALL WITH STUCCO FINISH. SEE EXTERIOR ELEVATIONS. HSS STEEL BEAMS AROUND PERIMETER. SEE STRUCT. DWGS. EXISTING STOREFRONT TO REMAIN 2" M I N . 8" M I N . 2" 2"2"2" 4" SLOPE SEALANT ELASTOMERIC CAP SHEET FLASHING SHEET 1" HEAD NAIL AT 6-8" O.C. GRANULE SURFACED TO DECK OVER ROSIN SLIP SHEET FIBERGLASS BASE SHEET NAILED EXISTING WOOD DECK FIBERGLASS CAP SHEET FIBERGLASS PLY SHEET 3 PLIES TYPE VI FLASHING MEASURES LESS THAN 2" AT THE VERTICAL PORTION, INSTALL INSTALL 24 GA. G.I. COUNTERFLASHING INSERT USING SCREW THRU STEEL/ NEOPRENE WASHER AT 12" O.C. WHERE NO COUNTERFLASHING EXISTS, OR WHERE INTEGRAL UNIT COUNTER- COUNTERFLASHING INSERT PROVIDE LEVEL SURFACE AND 8" MIN. HEIGHT UNIT COUNTERFLASHING - SEE INSET ABOVE NAIL TO CURB AND/OR DECK AT 12" O.C. FIBER CANT STRIP W/ 4" LEGS - 2 REINFORCEMENT PLIES TYPE IV SET IN ASPHALT SEAL TOP EDGE OF BASE FLASHING WITH ROOF CEMENT 2X10 WOOD CURB TAPERED AS NEEDED TO 8TYPICAL EQUIPMENT CURB SCALE: 1 1/2"=1'-0" SCALE: 3/4"=1'-0" CABINET SECTION 12 2' - 1 0 " 4" (S E E E L E V . ) (S E E E L E V A T I O N ) WIRE PULL (TYP) FINISH: BRUSHED CHROME CABINET -P.LAM. 2' - 1 0 " (S E E E L E V . ) (S E E E L E V A T I O N ) 2'-1" 2' - 3 " M I N . C L R . MIN. 8" 9" MI N . 3" 1'-5" MIN. 112" RUBBER BASE ADA COMPLIANT SINK AND FAUCET ASSEMBLY SCORE LINE (ALIGN WITH ADJACENT CAB.) GARBAGE DISPOSAL KNEE CLEARANCE (DOTTED) INSULATING BOOT SOLID SURFACE COUNTERTOP WITH TILE BACKSPLASH CABINET -P.LAM. 4" 3" DRAWER -P.LAM. RUBBER BASE WIRE PULL (TYP) FINISH: BRUSHED CHROME SOLID SURFACE COUNTERTOP WITH BACKSPLASH CABINET -P.LAM. 2'-1" 1'-1" 1'-1" WIRE PULL (TYP) FINISH: BRUSHED CHROME ( A ) ( C ) ADJUSTABLE SHELF ON RECESSED MTL. STANDARDS W/ CLIPS FINISH: WHITE MELAMINE CABINET -P.LAM. 2'-0" ( B ) ( D ) CABINET NOTES: 1.ALL INTERIOR EXPOSED SURFACES TO BE WHITE MELAMINE, U.N.O. 2.ALL EXTERIOR EXPOSED SURFACES TO BE PLASTIC LAMINATE, U.N.O. 3.ALL DRAWERS & CABINETS TO RECEIVE 4" WIRE PULLS, 626 FINISH. 4.WHEELCHAIR ACCESS CABINET DOORS AND BASE ON 135 DEG. HINGES TO ALLOW FULL HANDICAP ACCESS AT SINK. NO BASE @ SINK CABINETS-TYP. TOE KICK ATTACHED TO DOOR, FLOOR FINISH TO CONTINUE UNDER CABINETS. 5.PROVIDE 1/4" COPPER COLD WATER LINE AT COUNTER FOR COFFEE MAKER & AT REFRIGERATOR FOR ICE MAKER. 6.PROVIDE SCHEDULED BASE AT CABINETS, U.N.O. 7.ALL ADJUSTABLE SHELVES TO BE ON RECESSED METAL STANDARDS WITH CLIPS. 8.ALL WALL TO WALL, CEILING & SOFFIT DIMENSIONS ARE TO BE VERIFIED. ADJUSTABLE SHELVING ON RECESSED MTL. STANDARDS W/ CLIPS ADJUSTABLE SHELVING ON RECESSED MTL. STANDARDS W/ CLIPS FINISH: WHITE MELAMINE 1 1 / 2 " SE E E L E V WIRE PULL RUBBER BASE 4" (2 ) E Q . D R A W E R S 6" BACKSPLASH (WHERE OCCURS), SEE ELEVATIONS COUNTERTOP AS SPECIFIED PER PLAN 13BASE CABINET WITH DRAWERS SCALE: 1 1/2"=1'-0" P-LAM. FINISH WHITE MELAMINE FINISH AT INSIDE CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f B S B d e s i g n , i n c . a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h JOB NO. DATEREVISION SHEET TITLE SHEET NO. 08.08.2023PLANNING SUBMITTAL SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 1ST PC SUBMITTAL - BUILDING PLAN CHECK RESUBMITTAL 02.08.2024 PLAN CHECK RESUBMITTAL 09.09.2024 970 W. 190TH. ST., SUITE 250, TORRANCE, CA 9050 O: 310.217.8885 BSBDESIGN.COM PLAN CHECK RESUBMITTAL 10.17.2024 A PLAN CHECK CORRECTIONS 09.09.2024 A A804 ROOF & MISC DETAILS BREAK RM. 105 1 FIELD CHANGES 02.27.2025 1 REN. 11/30/25 2130 E 4th St - REV 13/10/2025 up up ELEV D R I V E W A Y dn dn dn dn NFOUNDATION AND FIRST FLOOR INTERIOR WALLS PLAN SCALE: 1/8" = 1'-0" FOUNDATION NOTES: LEGEND: NOTE: FOUNDATION PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 27, 2025 RAFIK R.W .GERGES ST-1.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTAL 1 DELTA 1 - FIELD CHANGES 2/27/20251 2130 E 4th St - REV 13/10/2025 dn dn open to below NSECOND FLOOR - FLOOR FRAMING AND INTERIOR WALLS PLAN SCALE: 1/8" = 1'-0" NOTE: SECOND FLOOR - INTERIOR WALLS PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRUC TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 27, 2025 RAFIK R.W .GERGES ST-1.1 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTAL DELTA 1 - FIELD CHANGES 2/27/20251 1 2130 E 4th St - REV 13/10/2025 NPARTIAL ROOF FRAMING PLAN SCALE: 1/8" = 1'-0" open to below MECH. UNIT SCHEDULE LEGENDS PARTIAL ROOF FRAMING PLAN CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 27, 2025 RAFIK R.W .GERGES ST-2.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 08-15-24PLAN CHECK RESUBMITTAL 10-17-242ND PLAN CHECK RESUBMITTAL DELTA 1 - FIELD CHANGES 2/27/20251 1 2130 E 4th St - REV 13/10/2025 HSA SUPPLEMENTAL STRUCTURAL CALCULATIONS for OLIVE CREST – OFFICE TI SANTA ANA, CA HSA & ASSOCIATES, INC. HSA & ASSOCIATES, INC . CONSULTING STRUCTURAL ENGINEERS 1906 W. GARVEY AVE S., SUITE 200 WEST COVINA, CA 91790 TEL: 626.521.9931 JOB NO: 23-098 DATE: 2/27/2025 ENGINEERS: HSA S 5092 STRU C TURAL R E GISTEREDPROF E S SIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 RAFIK R.W .GERGES SIGNED 2/27/2025 2130 E 4th St - REV 13/10/2025 HSA HSA & ASSOCIATES INC. CONSULTING STRUCTURAL ENGINEERS 1906 W. GARVEY AVE S., SUITE 200 WEST COVINA, CA 91790 TEL: 626.521.9931 OLIVE CREST – OFFICE TI SANTA ANA, CA STRUCTURAL CALCULATION INDEX CALCULATION SECTION PAGES 1 NARRATIVE 1 2 DESIGN CRITERIA 2 3 GRAVITY DESIGN 8 4 LATERAL DESIGN 24 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: LOADING CRITERIA 60.4 psf 3.5" NWC OVER 3" W3 DECK 2.3 psf METAL DECK 3 psf MECH & ELECTRICAL 3 psf FILL OVER POUR 3 psf SPRINKLERS 3.3 psf MISC. 75 psf D.L. FOR JOISTS 6 psf BEAMS 81 psf D.L. FOR BEAMS 100 psf NON-REDUCIBLE 81 psf LATERAL **See next page for Lateral Loads MEZZANINE LIVE LOAD 21- Apr-24 LC - 1 MEZZANINE DEAD LOAD JOHN MURPHY HSA & ASSOCIATES 02/27/2025 Page 1 NARRATIVE: A PORTION OF AN EXISTING SHEAR WALL TO BE REMOVED FOR NEW RESTROOM. GRAVITY DESIGN HAS BEEN FORMED NEW BEAMS AT 2ND LEVEL AND ROOF LEVEL TO REPLACE THE EXISTING LOAD BEARING SHEAR WALL. LATERAL ANALYSIS HAS BEEN PERFORMED FOR THE REMAINING PORTION OF THE EXISTING SHEAR WALL AND THE REMAINING PORTION IS ADDEQUATE TO SUPPORT SEISMIC LOADS. 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES 02/27/2025 Page 2 DESIGN CRITERIA 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: LOADING CRITERIA ROOF DEAD LOAD: WAREHOUSE OFFICE RAFTER 2.5 psf 2.5 psf ROOFING 1.5 psf 1.5 psf PLYWOOD 5.5 psf 5.5 psf MISCELLANEOUS (FOR RAFTER ONLY) 1 psf 1 psf RAFTERS 10.5 psf 10.5 psf D.L. FOR RAFTER JOIST 2.5 psf 2.5 psf ROOFING 1.5 psf 1.5 psf PLYWOOD 1 psf 1 psf RAFTERS 1.5 psf 1.5 psf SPRINKLERS 3.5 psf 3.5 psf MISCELLANEOUS 2 psf 2 psf JOIST 4 psf CEILING, FIXTURE, A.C. 12 psf 16 psf D.L. FOR JOIST GIRDER 2 psf 2 psf GIRDER 14 psf 18 psf D.L. FOR GIRDER 14 psf 18 psf LATERAL ROOF LIVE LOAD:20.0 psf (REDUCIBLE AS PER CBC) SOIL PRESSURE: ALLOWABLE SOIL BEARING CAPACITIES 2000 psf Equivalent Fluid Pressure =60 pcf Allowable Passive Pressure =150 pcf Coefficient of Friction =0.25 21- Feb-25 LC - 1 HSA & ASSOCIATES 02/27/2025 Page 3 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: LOADING CRITERIA 2 psf FLOORING 14 psf LIGHTWEIGHT TOPPING 2.5 psf PLYWOOD 3 psf JOISTS 4 psf CEILINGS 1.5 psf SPRINKLERS 3 psf MISC. 30 psf D.L. FOR JOISTS 3 psf BEAMS 33 psf D.L. FOR BEAMS 80 psf 43 psf LATERAL (USE 10 psf PARTITION ALLOWABLE FOR SEISMIC DESIGN) **See next page for Lateral Loads 2ND FLOOR 21- Feb-25 LC - 1 2ND FLOOR HSA & ASSOCIATES 02/27/2025 Page 4 2130 E 4th St - REV 13/10/2025 ASCE Hazards Report Address: 2130 E 4th St Santa Ana, California 92705 Standard:ASCE/SEI 7-16 Latitude:33.747724 Risk Category:II Longitude:-117.83613 Soil Class:D - Default (see Section 11.4.3) Elevation:143.74848572856033 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 Data Source: ASCE/SEI 7-16, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4, and Section 26.5.2 Date Accessed: Mon Jun 24 2024 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. Page 1 of 3https://ascehazardtool.org/Mon Jun 24 2024 HSA & ASSOCIATES 02/27/2025 Page 5 2130 E 4th St - REV 13/10/2025 SS : 1.288 S1 : 0.459 F a : 1.2 F v : N/A SMS : 1.545 SM1 : N/A SDS : 1.03 SD1 : N/A T L : 8 PGA : 0.539 PGA M : 0.647 F PGA : 1.2 Ie : 1 C v : 1.358 Seismic Site Soil Class: Results: Data Accessed: Date Source: D - Default (see Section 11.4.3) USGS Seismic Design Maps Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Mon Jun 24 2024 Page 2 of 3https://ascehazardtool.org/Mon Jun 24 2024 HSA & ASSOCIATES 02/27/2025 Page 6 2130 E 4th St - REV 13/10/2025 The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation, relationship, or sponsorship of such third-party content by or from ASCE. ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors, employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. Page 3 of 3https://ascehazardtool.org/Mon Jun 24 2024 HSA & ASSOCIATES 02/27/2025 Page 7 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES 02/27/2025 Page 8 GRAVITY DESIGN 2130 E 4th St - REV 13/10/2025 Wood Beam LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ROOF Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2,400.0 1,850.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0 ksi 850.0 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0180, L = 0.020 ksf, Tributary Width = 14.50 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.743: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 11.000 ft 94.17 psi= = 2,313.99 psi 5.125x16.5Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 265.00 psi== Section used for this span 5.125x16.5 Maximum Shear Stress Ratio 0.355 : 1 20.635 ft= = 1,720.20 psi Maximum Deflection 0 <360 312 Ratio =0 <240 Max Downward Transient Deflection 0.445 in 592Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.846 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 22.0 ft 1 0.391 0.187 0.90 0.964 1.001.00 1.00 15.79 814.8 2,082.6 2.51 238.51.00 44.61.00 1.00+D+L 0.964 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.743 0.355 1.00 0.964 1.001.00 1.00 33.34 1,720.2 2,314.0 5.31 265.01.00 94.21.00 1.00+D+0.750L 0.964 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.516 0.247 1.25 0.964 1.001.00 1.00 28.95 1,493.9 2,892.5 4.61 331.31.00 81.81.00 1.00+0.60D 0.964 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.132 0.063 1.60 0.964 1.001.00 1.00 9.47 488.9 3,702.4 1.51 424.01.00 26.81.00 . HSA & ASSOCIATES 02/27/2025 Page 9 2130 E 4th St - REV 13/10/2025 Wood Beam LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:ROOF Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.8459 11.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 6.061 6.061 Max Upward from Load Combinations 6.061 6.061 Max Upward from Load Cases 3.190 3.190 D Only 2.871 2.871 +D+L 6.061 6.061 +D+0.750L 5.264 5.264 +0.60D 1.723 1.723 L Only 3.190 3.190 HSA & ASSOCIATES 02/27/2025 Page 10 2130 E 4th St - REV 13/10/2025 Wood Beam LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:2nd floor Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Allowable Stress Design DF/DF 24F-V4 2,400.0 1,850.0 1,650.0 650.0 1,800.0 950.0 265.0 1,100.0 31.210 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity 1,600.0 ksi 850.0 ksi Ebend- yy Eminbend - yy Ebend- xx ksi Density pcf Load Combination :IBC 2021 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight NOT internally calculated and added Uniform Load : D = 0.0430, L = 0.080 ksf, Tributary Width = 14.50 ft .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.944: 1 Load Combination +D+L Span # where maximum occurs Span # 1 Location of maximum on span 11.000 ft 169.20 psi= = 2,202.79 psi 5.125x27Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+L = = = 265.00 psi== Section used for this span 5.125x27 Maximum Shear Stress Ratio 0.638 : 1 19.752 ft= = 2,079.41 psi Maximum Deflection 0 <360 422 Ratio =0 <240 Max Downward Transient Deflection 0.406 in 649Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.625 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : L Only n/a Span: 1 : +D+L n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCV rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 22.0 ft 1 0.367 0.248 0.90 0.918 1.001.00 1.00 37.72 726.9 1,982.5 5.46 238.51.00 59.21.00 1.00+D+L 0.918 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.944 0.638 1.00 0.918 1.001.00 1.00 107.90 2,079.4 2,202.8 15.61 265.01.00 169.21.00 1.00+D+0.750L 0.918 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.632 0.428 1.25 0.918 1.001.00 1.00 90.36 1,741.3 2,753.5 13.07 331.31.00 141.71.00 1.00+0.60D 0.918 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 22.0 ft 1 0.124 0.084 1.60 0.918 1.001.00 1.00 22.63 436.2 3,524.5 3.27 424.01.00 35.51.00 . HSA & ASSOCIATES 02/27/2025 Page 11 2130 E 4th St - REV 13/10/2025 Wood Beam LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:2nd floor Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+L 1 0.6249 11.080 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 19.619 19.619 Max Upward from Load Combinations 19.619 19.619 Max Upward from Load Cases 12.760 12.760 D Only 6.859 6.859 +D+L 19.619 19.619 +D+0.750L 16.429 16.429 +0.60D 4.115 4.115 L Only 12.760 12.760 HSA & ASSOCIATES 02/27/2025 Page 12 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY COLUMN LOADS ≔DL2ND ⋅33 psf ≔LL2ND ⋅40 psf ≔DLROOF ⋅18 psf ≔LLROOF ⋅12 psf ≔ACONCENTRIC ⋅236 ft 2 ≔AECCENTRIC ⋅233 ft 2 ≔ATOTAL ⋅471 ft 2 ≔DLECCENTRIC =⋅DL2ND AECCENTRIC 7.689 kip ≔LLECCENTRIC =⋅LL2ND AECCENTRIC 9320 lbf ≔DLCONCENTRIC =+⋅DL2ND ACONCENTRIC ⋅DLROOF ATOTAL 16.266 kip ≔LCONCENTRIC =⋅LL2ND ACONCENTRIC 9440 lbf ≔LROOF =⋅ATOTAL LLROOF 5.652 kip FROM ENERCALC: 11 K ADD LOAD ALLOWABLE IN ADDITION TO 14 PSF CONCRETE ≔DLCONC =-+⋅11 ――――kip ACONCENTRIC ⋅14 psf ⋅5 psf 55.61 psf ≔THICKNESS =―――DLCONC ⋅110 pcf 6.067 in FOUNDATION LOADS HSA & ASSOCIATES 02/27/2025 Page 13 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY FOUNDATION LOADS ≔DL2ND ⋅33 psf ≔LL2ND ⋅40 psf ≔DLROOF ⋅18 psf ≔LLROOF ⋅12 psf ≔A ⋅471 ft 2 ≔DLTOTAL =⋅⎛⎝+DL2ND DLROOF⎞⎠A 24021 lbf ≔LTOTAL =⋅LL2ND A 18840 lbf ≔LROOF =⋅LLROOF A 5652 lbf 3 KIPS ADDITIONAL IN ADDITION TO (E) CONC ≔DLCONC =-+⋅14 psf ⋅3 ――――kip AECCENTRIC ⋅5 psf 21.876 psf 5 PSF FOR PLASTER ≔THICKNESS =―――DLCONC ⋅110 pcf 2.386 in USE 2 1/4" MAX CONC HSA & ASSOCIATES 02/27/2025 Page 14 2130 E 4th St - REV 13/10/2025 Steel Column LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:STEEL COL - ECCENTRIC LOADING Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: .Code References Calculations per AISC 360-16, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Steel Stress Grade Top & Bottom PinnedAnalysis Method : 12.0Overall Column Height Top & Bottom FixityLoad Resistance Factor Fy : Steel Yield ksi29,000.0 ksi Steel Section Name :W6x15.5 50.0 ft E : Elastic Bending Modulus Unbraced Length for buckling ABOUT X-X Axis = 12.0 ft, K = 1.0 Unbraced Length for buckling ABOUT Y-Y Axis = 12.0 ft, K = 1.0 Brace condition : .Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 186.267 lbs * Dead Load Factor AXIAL LOADS . . . 2ND LEVEL NEW ECCENTRIC LOADS: Axial Load at 12.0 ft, Yecc = 4.750 in, D = 7.70, L = 9.320 k CONCENTRIC LOADS: Axial Load at 12.0 ft, D = 16.020, LR = 5.625, L = 9.90 k ADDITIONAL CONCRETE LOAD: Axial Load at 12.0 ft, D = 11.0 k .DESIGN SUMMARY PASS Max. Axial+Bending Stress Ratio =0.9648 Location of max.above base 11.919 ft 75.452 k 100.386 k -9.496 k-ft Load Combination +1.20D+0.50Lr+1.60L Load Combination +1.20D+0.50Lr+1.60L 17.119 k-ft Bending & Shear Check Results PASS Maximum Shear Stress Ratio = 0.7967 k 0.01883 : 1 Location of max.above base 0.0 ft At maximum location values are . . . : 1 At maximum location values are . . . k Pu 0.9 * Pn Mu-x Vu : Applied Vn * Phi : Allowable 0.9 * Mn-x : 0.9 * Mn-y : Mu-y 39.586 k-ft 0.0 k-ft Maximum Load Reactions . . Top along X-X 0.0 k Bottom along X-X 0.0 k Top along Y-Y 0.5614 k Bottom along Y-Y 0.5614 k Maximum Load Deflections . . . Along Y-Y -0.1243 in at 7.007 ft above base for load combination :+D+L Along X-X 0.0 in at 0.0 ft above base for load combination : 42.30 . Maximum Axial + Bending Stress Ratios Maximum Shear Ratios Load Combination Stress Ratio Location Stress Ratio Status LocationStatus Load Combination Results Cbx Cby KxLx/Ry KyLy/Rx +1.40D PASS PASS11.92 0.008 0.00 ftft0.582 1.66 1.00 56.05 98.89 +1.20D+0.50Lr+1.60L PASS PASS11.92 0.019 0.00 ftft0.965 1.66 1.00 56.05 98.89 +1.20D+1.60L PASS PASS11.92 0.019 0.00 ftft0.937 1.66 1.00 56.05 98.89 +1.20D+1.60Lr+0.50L PASS PASS11.92 0.011 0.00 ftft0.725 1.66 1.00 56.05 98.89 +1.20D+1.60Lr PASS PASS11.92 0.007 0.00 ftft0.588 1.66 1.00 56.05 98.89 +1.20D+0.50L PASS PASS11.92 0.011 0.00 ftft0.636 1.66 1.00 56.05 98.89 +1.20D PASS PASS11.92 0.007 0.00 ftft0.499 1.66 1.00 56.05 98.89 +1.20D+0.50Lr+0.50L PASS PASS11.92 0.011 0.00 ftft0.664 1.66 1.00 56.05 98.89 +0.90D PASS PASS11.92 0.005 0.00 ftft0.374 1.66 1.00 56.05 98.89 . k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments D Only 0.25434.906 -0.254 +D+L 0.56154.126 -0.561 +D+Lr 0.25440.531 -0.254 +D+0.750Lr+0.750L 0.48553.540 -0.485 +D+0.750L 0.48549.321 -0.485 HSA & ASSOCIATES 02/27/2025 Page 15 2130 E 4th St - REV 13/10/2025 Steel Column LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:STEEL COL - ECCENTRIC LOADING Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: k k-ft Note: Only non-zero reactions are listed. Load Combination X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Maximum Reactions @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments +0.60D 0.15220.944 -0.152 Lr Only 5.625 L Only 0.30719.220 -0.307 k k-ft Item X-X Axis Reaction Y-Y Axis ReactionAxial Reaction @ Base @ Top@ Base @ Base @ Top Extreme Reactions Extreme Value @ Base @ Base@ Top @ Top Mx - End Moments My - End Moments MaximumAxial @ Base 0.56154.126 -0.561 Minimum"5.625 MaximumReaction, X-X Axis Base 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 MaximumReaction, Y-Y Axis Base 5.625 Minimum"0.56154.126 -0.561 MaximumReaction, X-X Axis Top 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 MaximumReaction, Y-Y Axis Top 0.25434.906 -0.254 Minimum"5.625 MaximumMoment, X-X Axis Base 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 MaximumMoment, Y-Y Axis Base 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 MaximumMoment, X-X Axis Top 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 MaximumMoment, Y-Y Axis Top 0.25434.906 -0.254 Minimum"0.25434.906 -0.254 .Maximum Deflections for Load Combinations Max. Deflection in X dir Max. Deflection in Y dir DistanceLoad Combination Distance D Only 0.0000 -0.056 7.007 ftftinin0.000 +D+L 0.0000 -0.124 7.007 ftftinin0.000 +D+Lr 0.0000 -0.056 7.007 ftftinin0.000 +D+0.750Lr+0.750L 0.0000 -0.107 7.007 ftftinin0.000 +D+0.750L 0.0000 -0.107 7.007 ftftinin0.000 +0.60D 0.0000 -0.034 7.007 ftftinin0.000 Lr Only 0.0000 0.000 0.000 ftftinin0.000 L Only 0.0000 -0.068 7.007 ftftinin0.000 .Steel Section Properties :W6x15.5 R xx = 1.456 in Depth =6.000 in R yy = 2.569 in Sw =3.463 in^4 K1 =0.563 in Zy =4.920 in^3 Kdesign =0.583 in J =0.129 in^4 Flange Width =5.995 in Flange Thick = 0.269 in Zx =11.100 in^3 Area = 4.560 in^2 Weight =15.522 plf I xx =30.10 in^4 S xx =10.03 in^3 Cw =79.40 in^6Web Thick =0.235 in I yy =9.670 in^4 S yy =3.226 in^3 Wno =8.589 in^2 Qf =2.220 in^3 rts =1.662 in Qw =5.497 in^3 Ycg =0.000 in HSA & ASSOCIATES 02/27/2025 Page 16 2130 E 4th St - REV 13/10/2025 Steel Column LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:STEEL COL - ECCENTRIC LOADING Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Sketches HSA & ASSOCIATES 02/27/2025 Page 17 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:(E) FOUNDATION - MAX LOAD Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 2.0 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 2.0 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 5.0 ft Length parallel to Z-Z Axis = 5.0 ft =Pedestal dimensions... px : parallel to X-X Axis 6.0 in pz : parallel to Z-Z Axis 6.0 in Height == in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 4 Number of Bars = 7.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =4 Number of Bars =7.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 27.0 5.60 18.80 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = HSA & ASSOCIATES 02/27/2025 Page 18 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:(E) FOUNDATION - MAX LOAD Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.9885 Soil Bearing 1.977 ksf 2.0 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.6108 Z Flexure (+X)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 Z Flexure (-X)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 X Flexure (+Z)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.6108 X Flexure (-Z)6.610 k-ft/ft 10.821 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (+X)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (-X)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (+Z)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.5406 1-way Shear (-Z)36.267 psi 67.082 psi +1.20D+0.50Lr+1.60L PASS 0.8447 2-way Punching 113.333 psi 134.164 psi +1.20D+0.50Lr+1.60L Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 2.0 n/a1.225 1.225 n/a 0.6130.0n/a X-X, +D+L 2.0 n/a1.977 1.977 n/a 0.9890.0n/a X-X, +D+Lr 2.0 n/a1.449 1.449 n/a 0.7250.0n/a X-X, +D+0.750Lr+0.750L 2.0 n/a1.957 1.957 n/a 0.9790.0n/a X-X, +D+0.750L 2.0 n/a1.789 1.789 n/a 0.8950.0n/a X-X, +0.60D 2.0 n/a0.7350 0.7350 n/a 0.3680.0n/a Z-Z, D Only 2.0 1.225n/a n/a 1.225 0.613n/a0.0 Z-Z, +D+L 2.0 1.977n/a n/a 1.977 0.989n/a0.0 Z-Z, +D+Lr 2.0 1.449n/a n/a 1.449 0.725n/a0.0 Z-Z, +D+0.750Lr+0.750L 2.0 1.957n/a n/a 1.957 0.979n/a0.0 Z-Z, +D+0.750L 2.0 1.789n/a n/a 1.789 0.895n/a0.0 Z-Z, +0.60D 2.0 0.7350n/a n/a 0.7350 0.368n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 3.827 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.40D 3.827 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+1.60L 6.610 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+1.60L 6.610 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60L 6.326 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60L 6.326 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr+0.50L 5.139 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr+0.50L 5.139 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr 4.188 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+1.60Lr 4.188 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50L 4.232 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50L 4.232 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D 3.281 +Z Bottom 0.2592 AsMin 0.280 10.821 OK HSA & ASSOCIATES 02/27/2025 Page 19 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:(E) FOUNDATION - MAX LOAD Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.20D 3.281 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+0.50L 4.516 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +1.20D+0.50Lr+0.50L 4.516 -Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +0.90D 2.460 +Z Bottom 0.2592 AsMin 0.280 10.821 OK X-X, +0.90D 2.460 -Z Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.40D 3.827 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.40D 3.827 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50Lr+1.60L 6.610 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50Lr+1.60L 6.610 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60L 6.326 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60L 6.326 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60Lr+0.50L 5.139 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60Lr+0.50L 5.139 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60Lr 4.188 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+1.60Lr 4.188 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50L 4.232 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50L 4.232 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D 3.281 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D 3.281 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50Lr+0.50L 4.516 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +1.20D+0.50Lr+0.50L 4.516 +X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +0.90D 2.460 -X Bottom 0.2592 AsMin 0.280 10.821 OK Z-Z, +0.90D 2.460 +X Bottom 0.2592 AsMin 0.280 10.821 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 21.00 21.00 21.00 21.00 21.00 67.08 0.31psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L 36.27 36.27 36.27 36.27 36.27 67.08 0.54psipsipsipsipsipsi OK +1.20D+1.60L 34.71 34.71 34.71 34.71 34.71 67.08 0.52psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L 28.20 28.20 28.20 28.20 28.20 67.08 0.42psipsipsipsipsipsi OK +1.20D+1.60Lr 22.98 22.98 22.98 22.98 22.98 67.08 0.34psipsipsipsipsipsi OK +1.20D+0.50L 23.22 23.22 23.22 23.22 23.22 67.08 0.35psipsipsipsipsipsi OK +1.20D 18.00 18.00 18.00 18.00 18.00 67.08 0.27psipsipsipsipsipsi OK +1.20D+0.50Lr+0.50L 24.78 24.78 24.78 24.78 24.78 67.08 0.37psipsipsipsipsipsi OK +0.90D 13.50 13.50 13.50 13.50 13.50 67.08 0.20psipsipsipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 65.63 134.16 0.4891 OKpsipsi +1.20D+0.50Lr+1.60L 113.33 134.16 0.8447 OKpsipsi +1.20D+1.60L 108.47 134.16 0.8085 OKpsipsi +1.20D+1.60Lr+0.50L 88.13 134.16 0.6568 OKpsipsi +1.20D+1.60Lr 71.81 134.16 0.5352 OKpsipsi +1.20D+0.50L 72.57 134.16 0.5409 OKpsipsi +1.20D 56.25 134.16 0.4193 OKpsipsi +1.20D+0.50Lr+0.50L 77.43 134.16 0.5771 OKpsipsi +0.90D 42.19 134.16 0.3144 OKpsipsi HSA & ASSOCIATES 02/27/2025 Page 20 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:NEW FOUNDATION Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Code References Calculations per ACI 318-14, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : IBC 2021 General Information Material Properties Soil Design Values 2.0 Analysis Settings 250.0 ksi No ksfAllowable Soil Bearing = = 3.0 60.0 3,122.0 145.0 =0.30Flexure=0.90 Shear = ValuesM 0.00180 Soil Passive Resistance (for Sliding) 1.0 = Increases based on footing plan dimension Add Pedestal Wt for Soil Pressure No: Use Pedestal wt for stability, mom & shear No: Allowable pressure increase per foot of depth =ksfwhen max. length or width is greater than =ft : = Add Ftg Wt for Soil Pressure Yes Yes:Use ftg wt for stability, moments & shears when footing base is below ft pcf Increase Bearing By Footing Weight =pcf Min. Overturning Safety Factor = : 1 Increases based on footing Depth0.750 = Soil/Concrete Friction Coeff. Ec : Concrete Elastic Modulus = =Footing base depth below soil surface ft =Allow press. increase per foot of depth ksf = : 11.0Min. Sliding Safety Factor = = Concrete Density = Min Allow % Temp Reinf. ksif'c : Concrete 28 day strength fy : Rebar Yield ksi Min Steel % Bending Reinf. Soil Density =110.0 pcf # Dimensions Width parallel to X-X Axis 3.50 ft Length parallel to Z-Z Axis = 3.50 ft =Pedestal dimensions... px : parallel to X-X Axis in pz : parallel to Z-Z Axis in Height == in Footing Thickness = 12.0 in= Rebar Centerline to Edge of Concrete... =inat Bottom of footing 3.0 Reinforcing # Bars parallel to X-X Axis Reinforcing Bar Size = 5 Number of Bars = 4.0 Bars parallel to Z-Z Axis Reinforcing Bar Size =5 Number of Bars =3.0 Bandwidth Distribution Check (ACI 15.4.4.2) Direction Requiring Closer Separation n/a # Bars required within zone n/a # Bars required on each side of zone n/a Applied Loads 10.0 2.0 6.60 D Lr ksf L S P : Column Load OB : Overburden = k W E M-zz V-x = =k V-z k M-xx = k-ft= k-ft H = HSA & ASSOCIATES 02/27/2025 Page 21 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:NEW FOUNDATION Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: PASS n/a Sliding - X-X 0.0 k 0.0 k No Sliding PASS n/a Sliding - Z-Z 0.0 k 0.0 k No Sliding DESIGN SUMMARY Design OK Governing Load CombinationMin. Ratio Item Applied Capacity PASS 0.750 Soil Bearing 1.50 ksf 2.0 ksf +D+L about Z-Z axis PASS n/a Overturning - X-X 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Overturning - Z-Z 0.0 k-ft 0.0 k-ft No Overturning PASS n/a Uplift 0.0 k 0.0 k No Uplift PASS 0.2135 Z Flexure (+X)2.945 k-ft/ft 13.795 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2135 Z Flexure (-X)2.945 k-ft/ft 13.795 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2818 X Flexure (+Z)2.945 k-ft/ft 10.450 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.2818 X Flexure (-Z)2.945 k-ft/ft 10.450 k-ft/ft +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (+X)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (-X)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (+Z)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.220 1-way Shear (-Z)18.075 psi 82.158 psi +1.20D+0.50Lr+1.60L PASS 0.4211 2-way Punching 69.197 psi 164.317 psi +1.20D+0.50Lr+1.60L Detailed Results Rotation Axis &ZeccXecc Actual Soil Bearing Stress @ Location Actual / Allow Soil Bearing (in)Gross Allowable Bottom, -Z Top, +Z Left, -X Right, +X RatioLoad Combination... X-X, D Only 2.0 n/a0.9613 0.9613 n/a 0.4810.0n/a X-X, +D+L 2.0 n/a1.50 1.50 n/a 0.7500.0n/a X-X, +D+Lr 2.0 n/a1.125 1.125 n/a 0.5630.0n/a X-X, +D+0.750Lr+0.750L 2.0 n/a1.488 1.488 n/a 0.7440.0n/a X-X, +D+0.750L 2.0 n/a1.365 1.365 n/a 0.6830.0n/a X-X, +0.60D 2.0 n/a0.5768 0.5768 n/a 0.2880.0n/a Z-Z, D Only 2.0 0.9613n/a n/a 0.9613 0.481n/a0.0 Z-Z, +D+L 2.0 1.50n/a n/a 1.50 0.750n/a0.0 Z-Z, +D+Lr 2.0 1.125n/a n/a 1.125 0.563n/a0.0 Z-Z, +D+0.750Lr+0.750L 2.0 1.488n/a n/a 1.488 0.744n/a0.0 Z-Z, +D+0.750L 2.0 1.365n/a n/a 1.365 0.683n/a0.0 Z-Z, +0.60D 2.0 0.5768n/a n/a 0.5768 0.288n/a0.0 Rotation Axis & Overturning Stability Load Combination...StatusOverturning Moment Resisting Moment Stability Ratio Footing Has NO Overturning Force Application Axis Sliding Stability All units k Load Combination...StatusSliding Force Resisting Force Stability Ratio Footing Has NO Sliding Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.40D 1.750 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.40D 1.750 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+1.60L 2.945 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+1.60L 2.945 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60L 2.820 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60L 2.820 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr+0.50L 2.313 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr+0.50L 2.313 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr 1.90 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+1.60Lr 1.90 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50L 1.913 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50L 1.913 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D 1.50 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK HSA & ASSOCIATES 02/27/2025 Page 22 2130 E 4th St - REV 13/10/2025 General Footing LIC# : KW-06015581, Build:20.23.08.30 HSA & ASSOCIATES INC.(c) ENERCALC INC 1983-2023 DESCRIPTION:NEW FOUNDATION Project File: OLIVE CREST - SHEAR ALL REMOVAL.ec6 Project Title: Engineer: Project ID: Project Descr: Flexure Axis & Load Combination in^2 in^2 in^2 k-ft As Req'd Footing Flexure Tension k-ft Actual As StatusMuSide Surface Gvrn. As Phi*Mn X-X, +1.20D 1.50 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+0.50L 2.038 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +1.20D+0.50Lr+0.50L 2.038 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +0.90D 1.125 +Z Bottom 0.2592 AsMin 0.2657 10.450 OK X-X, +0.90D 1.125 -Z Bottom 0.2592 AsMin 0.2657 10.450 OK Z-Z, +1.40D 1.750 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.40D 1.750 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50Lr+1.60L 2.945 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50Lr+1.60L 2.945 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60L 2.820 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60L 2.820 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60Lr+0.50L 2.313 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60Lr+0.50L 2.313 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60Lr 1.90 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+1.60Lr 1.90 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50L 1.913 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50L 1.913 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D 1.50 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D 1.50 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50Lr+0.50L 2.038 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +1.20D+0.50Lr+0.50L 2.038 +X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +0.90D 1.125 -X Bottom 0.2592 AsMin 0.3543 13.795 OK Z-Z, +0.90D 1.125 +X Bottom 0.2592 AsMin 0.3543 13.795 OK One Way Shear Vu @ +XLoad Combination...Vu @ -X Vu @ -Z Vu @ +Z Vu:Max Vu / Phi*VnPhi Vn Status +1.40D 10.74 10.74 10.74 10.74 10.74 82.16 0.13psipsipsipsipsipsi OK +1.20D+0.50Lr+1.60L 18.08 18.08 18.08 18.08 18.08 82.16 0.22psipsipsipsipsipsi OK +1.20D+1.60L 17.31 17.31 17.31 17.31 17.31 82.16 0.21psipsipsipsipsipsi OK +1.20D+1.60Lr+0.50L 14.19 14.19 14.19 14.19 14.19 82.16 0.17psipsipsipsipsipsi OK +1.20D+1.60Lr 11.66 11.66 11.66 11.66 11.66 82.16 0.14psipsipsipsipsipsi OK +1.20D+0.50L 11.74 11.74 11.74 11.74 11.74 82.16 0.14psipsipsipsipsipsi OK +1.20D 9.21 9.21 9.21 9.21 9.21 82.16 0.11psipsipsipsipsipsi OK +1.20D+0.50Lr+0.50L 12.51 12.51 12.51 12.51 12.51 82.16 0.15psipsipsipsipsipsi OK +0.90D 6.91 6.91 6.91 6.91 6.91 82.16 0.08psipsipsipsipsipsi OK Vu / Phi*Vn Two-Way "Punching" Shear All units k StatusVuPhi*VnLoad Combination... +1.40D 41.12 164.32 0.2502 OKpsipsi +1.20D+0.50Lr+1.60L 69.20 164.32 0.4211 OKpsipsi +1.20D+1.60L 66.26 164.32 0.4032 OKpsipsi +1.20D+1.60Lr+0.50L 54.34 164.32 0.3307 OKpsipsi +1.20D+1.60Lr 44.64 164.32 0.2717 OKpsipsi +1.20D+0.50L 44.94 164.32 0.2735 OKpsipsi +1.20D 35.24 164.32 0.2145 OKpsipsi +1.20D+0.50Lr+0.50L 47.87 164.32 0.2914 OKpsipsi +0.90D 26.43 164.32 0.1609 OKpsipsi HSA & ASSOCIATES 02/27/2025 Page 23 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES 02/27/2025 Page 24 LATERAL DESIGN 2130 E 4th St - REV 13/10/2025 HS A & A S S O C I A T E S I N C . JO B # : CO N S U L T I N G S T R U C T U R A L E N G I N E E R S DA T E : 19 0 6 W G A R V E Y A V E S , S U I T E 2 0 0 , W E S T C O V I N A , C A 9 1 7 9 0 D E S I G N : TE L 6 2 6 . 5 2 1 . 9 9 3 1 S H E E T # : L O A D I N G C R I T E R I A 60 . 4 p s f 3 . 5 " N W C O V E R 3 " W 3 D E C K 2. 3 p s f M E T A L D E C K 3 p s f M E C H & E L E C T R I C A L 3 p s f F I L L O V E R P O U R 3 p s f S P R I N K L E R S 3. 3 p s f M I S C . 75 p s f D . L . F O R J O I S T S 6 p s f B E A M S 81 p s f D . L . F O R B E A M S 10 0 p s f N O N - R E D U C I B L E 81 p s f L A T E R A L ** S e e n e x t p a g e f o r L a t e r a l L o a d s ME Z Z A N I N E L I V E L O A D 21 - Ap r - 2 4 LC - 1 ME Z Z A N I N E D E A D L O A D JO H N M U R P H Y HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: 21- Apr-24 LC - 1 JOHN MURPHY HSA & ASSOCIATES 02/27/2025 Page 25 EXTENT OF SHEAR WALL TO BE REMOVED 30'-11" SHEAR WALL TO REMAIN 2130 E 4th St - REV 13/10/2025 HS A & A S S O C I A T E S I N C . JO B # : CO N S U L T I N G S T R U C T U R A L E N G I N E E R S DA T E : 19 0 6 W G A R V E Y A V E S , S U I T E 2 0 0 , W E S T C O V I N A , C A 9 1 7 9 0 D E S I G N : TE L 6 2 6 . 5 2 1 . 9 9 3 1 S H E E T # : L O A D I N G C R I T E R I A 60 . 4 p s f 3 . 5 " N W C O V E R 3 " W 3 D E C K 2. 3 p s f M E T A L D E C K 3 p s f M E C H & E L E C T R I C A L 3 p s f F I L L O V E R P O U R 3 p s f S P R I N K L E R S 3. 3 p s f M I S C . 75 p s f D . L . F O R J O I S T S 6 p s f B E A M S 81 p s f D . L . F O R B E A M S 10 0 p s f N O N - R E D U C I B L E 81 p s f L A T E R A L ** S e e n e x t p a g e f o r L a t e r a l L o a d s ME Z Z A N I N E L I V E L O A D 21 - Ap r - 2 4 LC - 1 ME Z Z A N I N E D E A D L O A D JO H N M U R P H Y HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: 21- Apr-24 LC - 1 JOHN MURPHY HSA & ASSOCIATES 02/27/2025 Page 26 2130 E 4th St - REV 13/10/2025 HS A & A S S O C I A T E S I N C . JO B # : CO N S U L T I N G S T R U C T U R A L E N G I N E E R S DA T E : 19 0 6 W G A R V E Y A V E S , S U I T E 2 0 0 , W E S T C O V I N A , C A 9 1 7 9 0 D E S I G N : TE L 6 2 6 . 5 2 1 . 9 9 3 1 S H E E T # : L O A D I N G C R I T E R I A 60 . 4 p s f 3 . 5 " N W C O V E R 3 " W 3 D E C K 2. 3 p s f M E T A L D E C K 3 p s f M E C H & E L E C T R I C A L 3 p s f F I L L O V E R P O U R 3 p s f S P R I N K L E R S 3. 3 p s f M I S C . 75 p s f D . L . F O R J O I S T S 6 p s f B E A M S 81 p s f D . L . F O R B E A M S 10 0 p s f N O N - R E D U C I B L E 81 p s f L A T E R A L ** S e e n e x t p a g e f o r L a t e r a l L o a d s ME Z Z A N I N E L I V E L O A D 21 - Ap r - 2 4 LC - 1 ME Z Z A N I N E D E A D L O A D JO H N M U R P H Y HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: 21- Apr-24 LC - 1 JOHN MURPHY HSA & ASSOCIATES 02/27/2025 Page 27 2ND FLOOR TRIB AREA 4484 SQFT/2 = 2242 SQFT DL = 43 PSF INCLUDING WEIGHT OF WALLS W-2 = 96 KIPS 2130 E 4th St - REV 13/10/2025 HS A & A S S O C I A T E S I N C . JO B # : CO N S U L T I N G S T R U C T U R A L E N G I N E E R S DA T E : 19 0 6 W G A R V E Y A V E S , S U I T E 2 0 0 , W E S T C O V I N A , C A 9 1 7 9 0 D E S I G N : TE L 6 2 6 . 5 2 1 . 9 9 3 1 S H E E T # : L O A D I N G C R I T E R I A 60 . 4 p s f 3 . 5 " N W C O V E R 3 " W 3 D E C K 2. 3 p s f M E T A L D E C K 3 p s f M E C H & E L E C T R I C A L 3 p s f F I L L O V E R P O U R 3 p s f S P R I N K L E R S 3. 3 p s f M I S C . 75 p s f D . L . F O R J O I S T S 6 p s f B E A M S 81 p s f D . L . F O R B E A M S 10 0 p s f N O N - R E D U C I B L E 81 p s f L A T E R A L ** S e e n e x t p a g e f o r L a t e r a l L o a d s ME Z Z A N I N E L I V E L O A D 21 - Ap r - 2 4 LC - 1 ME Z Z A N I N E D E A D L O A D JO H N M U R P H Y HSA & ASSOCIATES INC.JOB #: CONSULTING STRUCTURAL ENGINEERS DATE: 1906 W GARVEY AVE S, SUITE 200, WEST COVINA, CA 91790 DESIGN: TEL 626.521.9931 SHEET #: 21- Apr-24 LC - 1 JOHN MURPHY HSA & ASSOCIATES 02/27/2025 Page 28 ROOF TRIB AREA 4483/2 = 2242 SQFT DL = 23 PSF W-R = 51.6 KIPS 2130 E 4th St - REV 13/10/2025 "IBC2006E.xls" Program Version 1.2 SEISMIC BASE SHEAR AND VERTICAL SHEAR DISTRIBUTION Per IBC 2009 and ASCE 7-05 Specifications Using Equivalent Lateral Force Procedure for Regular Multi-Level Building/Structural Systems Job Name: Subject: Job Number: Originator: Checker: Input Data: Occupancy Category =II IBC 2006, Table 1604.5, page 281 Importance Factor, I =1.00 ASCE 7-05 Table 11.5-1, page 116 F10 Soil Site Class =D IBC 2006 Table 1613.5.2, page 303 F9 Location Zip Code =(not required) F8 Spectral Accel., SS =1.288 ASCE 7-05 Figures 22-1 to 22-14 F7 Spectral Accel., S1 =0.459 ASCE 7-05 Figures 22-2 to 22-14 F6 Long. Trans. Period, TL =8.000 sec. ASCE 7 Fig's. 22-15 to 22-20 F5 Structure Height, hn =29.170 ft. F4 Actual Calc. Period, Tc =0.347 sec. from independent analysis F3 Seismic Resist. System =A13 F2 F1 Structure Weight Distribution: V = Cs*W = SF No. of Seismic Levels =2 Seismic Base Shear (Regular Bldg. Configurations Only) Seismic Height, hx Weight, Wx Level x (ft.) (kips) 2 29.170 40.00 1 13.170 96.00 Total Weight, W = SW x =136.00 kips (ASCE 7-05 Section 12.7.2) Results: Site Coefficients: Fa =1.200 IBC 2006 Table 1613.5.3(1), page 304 Fv =1.800 IBC 2006 Table 1613.5.3(2), page 304 Maximum Spectral Response Accelerations for Short and 1-Second Periods: SMS =1.546 SMS = Fa*SS, IBC 2006 Eqn. 16-37, page 303 SM1 =0.826 SM1 = Fv*S1, IBC 2006 Eqn. 16-38, page 303 Design Spectral Response Accelerations for Short and 1-Second Periods : SDS =1.030 SDS = 2*SMS/3, IBC 2006 Eqn. 16-39, page 304 SD1 =0.551 SD1 = 2*SM1/3, IBC 2006 Eqn. 16-40, page 304 (continued:) Light-framed walls sheathed with wood structural panels rated for shear or steel sheets (ASCE 7-05 Table 12.2-1) hn hx 1 of 2 2/12/2025 12:39 PM HSA & ASSOCIATES 02/27/2025 Page 29 2130 E 4th St - REV 13/10/2025 "IBC2006E.xls" Program Version 1.2 Seismic Design Category: Category(for SDS) =D IBC 2006 Table 1613.5.6(1), page 306 Category(for SD1) =D IBC 2006 Table 1613.5.6(2), page 306 Use Category =D Most critical of either category case above controls Fundamental Period: Period Coefficient, CT =0.020 ASCE 7-05 Table 12.8-2, page 129 Period Exponent, x =0.75 ASCE 7-05 Table 12.8-2, page 129 Approx. Period, Ta =0.251 sec., Ta = CT*hn^(x), ASCE 7-05 Section 12.8.2.1, Eqn. 12.8-7 Upper Limit Coef., Cu =1.400 ASCE 7-05 Table 12.8-1, page 129 Period max., T(max) =0.351 sec., T(max) = Cu*Ta, ASCE 7-05 Section 12.8-2, page 129 Fundamental Period, T =0.347 sec., T = Tc <= Cu*Ta, ASCE 7-05 Section 12.8.2, page 129 Seismic Design Coefficients and Factors: Response Mod. Coef., R =6.5 ASCE 7-05 Table 12.2-1, pages 120-122 Overstrength Factor, Wo =3 ASCE 7-05 Table 12.2-1, pages 120-122 Defl. Amplif. Factor, C d =4 ASCE 7-05 Table 12.2-1, pages 120-122 CS =0.159 CS = SDS/(R/I), ASCE 7-05 Section 12.8.1.1, Eqn. 12.8-2 CS(max) =0.244 For T<=TL, CS(max) = SD1/(T*(R/I)), ASCE 7-05 Eqn. 12.8-3 CS(min) =0.045 CS(min) = 0.044*SDS*I >= 0.01, ASCE 7-05 Eqn. 12.8-5 (Suppl. 2) Use: CS =0.159 CS(min) <= CS <= CS(max) Seismic Base Shear: V =21.56 kips, V = CS*W, ASCE 7-05 Section 12.8.1, Eqn. 12.8-1 Seismic Shear Vertical Distribution: Distribution Exponent, k =1.00 k = 1 for T<=0.5 sec., k = 2 for T>=0.5 sec. k = (2-1)*(T-0.5)/(2.5-0.5)+1, for 0.5 sec. < k < 2.5 sec. Lateral Force at Any Level:Fx = Cvx*V, ASCE 7-05 Section 12.8.3, Eqn. 12.8-11, page 130 Vertical Distribution Factor:Cvx = W x*hx^k/(SW i*hi^k), ASCE 7-05 Eqn. 12.8-12, page 130 Seismic Weight, Wx hx^k W x*h^k Cvx Shear, Fx S Story Level x (kips)(ft.) (ft-kips)(%) (kips)Shears 2 40.00 29.170 1166.8 0.480 10.35 10.35 1 96.00 13.170 1264.3 0.520 11.21 21.56 S =136.00 2431.1 1.000 21.56 Comments: 2 of 2 2/12/2025 12:39 PM HSA & ASSOCIATES 02/27/2025 Page 30 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY SHEAR WALL LOADING -REVISED WALL LENGTH ≔LSHEARWALL_1ST ⋅39 ft ≔LSHEARWALL_2ND ⋅39 ft ≔V1ST ⋅21.6 kip LRFD ≔V2ND ⋅10.4 kip LRFD ≔v1ST =―――――V1ST LSHEARWALL_1ST 553.846 plf LRFD ≔v2ND =―――――V2ND LSHEARWALL_2ND 266.667 plf LRFD ≔v1ST_ASD =⋅v1ST 0.7 387.692 plf ASD ≔v2ND_ASD =⋅v2ND 0.7 186.667 plf ASD CHECK SHEAR TRANSFER CLIPS ≔vCLIP =⋅⋅545 plf ―12 16 408.75 plf ASD, OK CHECK SHEAR WALL NAILING ≔vN_1ST ⋅1793 plf ≔vN_2ND ⋅785 plf ≔ϕ 0.5 (1) DOOR OPENING IN SHEAR WALL (ASSUME 36"x80") ≔HWALL_1ST ⋅13.17 ft HSA & ASSOCIATES 02/27/2025 Page 31 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY ≔HWALL_2ND ⋅16 ft ≔AO =⋅⋅⋅36 in 80 in 20 ft 2 ≔AWALL_1ST =⋅LSHEARWALL_1ST HWALL_1ST 513.63 ft 2 ≔AWALL_2ND =⋅LSHEARWALL_2ND HWALL_2ND 624 ft 2 ≔A1ST =―――AO AWALL_1ST 0.039 ≔A2ND =―――AO AWALL_2ND 0.032 ≔LOPENING ⋅3 ft =――――――――⎛⎝-LSHEARWALL_1ST LOPENING⎞⎠ LSHEARWALL_1ST 0.923 =――――――――⎛⎝-LSHEARWALL_2ND LOPENING⎞⎠ LSHEARWALL_2ND 0.923 ≔CO 0.915 ≔vCAPACITY_1ST =⋅⋅ϕ vN_1ST CO 820.298 plf ≔DCR1ST =――――v1ST vCAPACITY_1ST 0.675 ≔vCAPACITY_2ND =⋅⋅ϕ vN_2ND CO 359.138 plf ≔DCR2ND =――――v2ND vCAPACITY_2ND 0.743 HOLDDOWN DETAILS -1ST FLOOR ≔TRIB ⋅14.6 ft ≔DL ⋅43 psf ≔DLWALL =⋅⋅TRIB DL LSHEARWALL_1ST 24484.2 lbf HSA & ASSOCIATES 02/27/2025 Page 32 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY ≔DLWALL =⋅⋅TRIB DL LSHEARWALL_1ST 24484.2 lbf ≔MOT =⋅V1ST HWALL_1ST 284.472 ⋅kip ft LRFD ≔MR =⋅⋅0.9 DLWALL ―――――LSHEARWALL_1ST 2 429.698 ⋅kip ft ≔RHD =―――――⎛⎝-MOT MR⎞⎠ LSHEARWALL_1ST -3723.736 lbf LRFD ≔RHD_ASD =⋅RHD 0.7 -2606.615 lbf ASD ≔VCAP_NAILER ⋅1270 lbf (1) 3/4" BOLT IN 3x, ASD ≔DCRNAILER =――――RHD_ASD VCAP_NAILER -2.052 NO UPLIFT HSA & ASSOCIATES 02/27/2025 Page 33 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY HOLDDOWN DETAILS -2ND FLOOR ≔TRIB ⋅14.6 ft ≔DL ⋅18 psf ≔DLWALL =⋅⋅TRIB DL LSHEARWALL_2ND 10249.2 lbf ≔MOT =⋅⋅0.7 V2ND HWALL_2ND 116.48 ⋅kip ft ASD ≔MR =⋅⋅0.6 DLWALL ―――――LSHEARWALL_2ND 2 119.916 ⋅kip ft ≔RHD_ASD =―――――⎛⎝-MOT MR⎞⎠ LSHEARWALL_2ND -88.093 lbf ASD ≔TCAP_STRAP ⋅4775 lbf MSTC66 WITH (48) NAILS ≔DCRNAILER =――――RHD_ASD TCAP_STRAP -0.018 OK DRAG FORCE -AT GRIDS D & 7 ≔LTOTAL ⋅182 ft ≔LDRAG ⋅143 ft ≔F2ND ⋅10.35 kip ≔FROOF ⋅11.21 kip ≔DRAG2ND_ASD =⋅⋅0.7 ――F2ND LTOTAL LDRAG 5.693 kip ASD ≔DRAGROOF_ASD =⋅⋅0.7 ――FROOF LTOTAL LDRAG 6.166 kip ASD HSA & ASSOCIATES 02/27/2025 Page 34 2130 E 4th St - REV 13/10/2025 HSA & ASSOCIATES CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Avenue, Suite 500 Pasadena, CA 91101 Job # : - Date: 6/11/2024 Design: JOHN MURPHY ≔DRAGROOF_ASD =⋅⋅0.7 ――FROOF LTOTAL LDRAG 6.166 kip ASD ≔VCAPACITY_2ND =⋅⋅4 1.65 kip 6.6 kip (4) 1/2" DIA BOLTS, 2ND LEVEL ≔VCAPACITY_ROOF =⋅⋅4 1.65 kip 6.6 kip (4) 1/2" DIA BOLTS, ROOF ≔DCRDRAG_2ND =――――DRAG2ND_ASD VCAPACITY_2ND 0.863 ≔DCRDRAG_ROOF =―――――DRAGROOF_ASD VCAPACITY_ROOF 0.934 HSA & ASSOCIATES 02/27/2025 Page 35 2130 E 4th St - REV 13/10/2025 3(N) GLULAM AT (E) ROOF BEAM 2(N) GLULAM AT (E) JOISTS 4DETAIL 4(N) FOOTING AT (E) SLAB -- -- 5(N) GLULAM AT (E) WOOD POST -- -- 2ND FLOOR -- -- -- -- -- -- ROOF 1 3" C L R . dn up CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRUC TURAL R E GISTEREDPROF E SSIONALENGINE E R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 27, 2025 RAFIK R.W .GERGES SD-6.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 ROOF DETAILS 08-15-24PLAN CHECK RESUBMITTAL (N)GLULAM TO (E) STEEL COLUMN GROUND FLOOR DELTA 1 - FIELD CHANGES 2/27/20251 A 1 A B C 2130 E 4th St - REV 14/14/2025 9 NON BEARING STUDS EXT. AND BEARING STUDS ELEVATION PLAN 4 CONC. WALL AT END SEE PLAN 3/4" DIA. W.S. @ 12" O.C. 2x STUDS @ 16" O.C. TUBE COLUMN SEE PLAN TUBE COLUMN AT CORNER AT INTERSECTION 3/4" DIA. W.S. @ 12" O.C. 10 12" O.C. 2 -2 x STUDS @ 16" O.C. 2 x STUDS TYPICAL NOTE: CONCRETE WOOD POST BOTH SIDES SIMPSON "A35" AT EACH SIDE SIMPSON "A35" SLAB PLATE SIMPSON "A35" AT EACH SIDE 2 x SILL SEE DETAIL AT EACH SIDE SIMPSON "A35" OR 2-2 x WOOD POST 4 x AT EACH SIDE SIMPSON "A35" 9 - B SIMPSON "HW" HANGER WOOD BEAM 2 - 2 x TOP PLATES CONT. FOR SPLICE SIMPSON "A35" BOTH SIDES A 2. STUD SIZES AND HEIGHTS ARE FOR PARTITIONS WALLS. ALL SHEARWALLS AND BEARING WALLS ARE AS PER CALL OUT ON FOUNDATION AND MEZZANINE MAXIMUM UNSUPPORTED HEIGHT 1. MAXIMUM DISTANCE BETWEEN FLOOR AND ROOF. NOTE: PLANS. 2 x 8 @ 16" O.C. 2 x 6 @ 16" O.C. 2 x 6 @ 24" O.C. 2 x 4 @ 16" O.C. STUDS 2 x 4 @ 24" O.C. 28'- 0" NON-BEARING WALL 14'- 0" 14'- 0" 24'- 0" 20'- 0" ELEVATION L 33 333 3 3 3 3 3 3 4'-0" MIN. PLAN TYP. L CEILING W/ FLOOR NOTE: SPAN 6'-0" 8'-0" 4'-0" CEILING AND ROOF 4 x 12 OR 6 x 10 4 x 14 OR 6 x 12 4 x 8 OR 6 x 6 CEILING ONLY 4 x 6 4 x 8 4 x 4 HEADER, SEE ON PLAN SCHEDULE U.N.O. OPEN SPAN 12'-0"4 x 16 OR 6 x 144 x 12 CEILING JOIST SCHEDULE CEILING JOISTS ARE DESIGNED FOR 1 LAYER DRYWALL, GYPBOARD THIS SCHEDULE APPLIES TO ALL ROOMS U.N.O. ON DRAWINGS FOR CEILING HEIGHT, FINISH AND SPECIFIC REQUIREMENTS. PLANS. SEE ARCHIT'L 2-2 x CONT. TOP PLATES CEILING JOIST OR PLASTER (DL=10 PSF & LL=10 PSF) 16" O.C. 16" O.C. 12" O.C. 12" O.C. 16" O.C. 2 x 10 2 x 8 12" O.C. 16" O.C. 12" O.C. 2 x 4 2 x 6 NOTE: 2-16d @ EA. STUD. 15'-0" 29'-0" 27'-0" 21'-0" 23'-0" 16'-0" 11'-0" 10'-0" HANGER U-TYPE RIBBON W/ 2 x CEILING JOIST BLOCKING 2 x CEILING 2x RIM JOIST WOOD JOIST STUDS TOP PLATE SPLICE DETAIL WOOD STUD PARTITION SCHEDULE 4 HEADER SCHEDULE 6 CEILING JOIST SCHEDULE 5 7SHEAR WALL DETAIL WOOD POST DETAIL 8 TYPICAL STUD CONNECTION WOOD STUD TO STEEL COLUMN 11 12BEARING WALL DETAIL WOOD POST DETAIL 13 14 STUD REINFORCEMENT 15 16PARTITION WALL TO SLAB 19 20DETAILS ELEVATION AT ENTRY 17 ELEVATION AT WINDOW 18 DETAIL 3 3 x P.T. SILL PLATE EPOXY ANCHOR AT 16" O.C. CONCRETE SLAB WITH 5/8" DIA. FOR FINISH SEE ARCHT'L 2 x WOOD STUDS EP O X Y AN C H O R SH O R T P I N S 1 1 / 2 " 4" EQUAL (ICC ESR-1799) OR APPROVED WITH .180" DIA. POWER- DRIVEN PIN @ 16" O.C. 2 x (P.T.) SILL PLATE AT 16" O.C. WOOD STUDS @ 16" O.C. PLAN & SCHEDULE FOR STUD SIZE SEE FOUNDATION 3 x P.T. SILL PLATE FOR CONCRETE SLAB SEE FOUNDATION PLAN CONT. W/ 3/4" DIA. FOR FINISH SEE ARCHT'L DWGS. B.N. CL R . TOP & BOTTOM 2-#4 CONT. SHEAR WALL SCHEDULE CONNECTION (NAILS BOX OR COMMON) HOLDOWN SCHEDULE 2 DETAIL NOTES: DETAIL NOTE: - WOOD MEMBER SDS SCREWS TO MODEL NO. SIMPSON HOLDOWN SCHEDULE (ESR-2330) MARK 3/4" DIA. A.B. INTERM. SEE DETAILSHEATHING EDGES THICK. STRUCT. I NAILING : 10d AT BOUND. TYPICAL WALL SHEATHING SHEAR WALL SCHEDULE CL R . TOP & BOTTOM 2-#4 CONT. FOR CONCRETE SLAB SEE FOUNDATION PLAN A.B. @ 48" O.C. * * * * ** ** * * (3" x 0.148" COMMON) 6 x 12 5 1/8 x 12 GLB 5 1/8 x 15 GLB 5 1/8 x 18 GLB NAILS SCHEDULE AT END POST PER PLAN OR 3 x AT PLYWOOD SHEAR WALLS SEE FOUND. PLAN SEE ARCHT'L DWGS. SCHEDULE & SHEAR WALL FOR FINISH CL R . B.N. PLAN & SCHEDULE CONT. FOR ANCHOR 3 x P.T. SILL PLATE FOR STUD SIZE SEE FOUNDATION WOOD STUDS @ 16" O.C. SEE FOUNDATION PLAN FOR CONCRETE SLAB TOP & BOTTOM 2-#5 CONT. SEE DETAIL #3 TIES @ 18" O.C. PLAN 2-2xTOP PLATES CONT. CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRU C TURAL R E GISTEREDPROFE SSIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 26, 2025 RAFIK R.W .GERGES SD-7.0 CLIENT: SUBMITTAL al l i d e a s , d e s i g n s a n d p l a n s r e p r e s e n t e d b y t h i s d r a w i n g a r e t h e e x c l u s i v e p r o p e r t y o f w i t h e e m a l c o l m a r c h i t e c t s , l l p a n d s h a l l n o t b e r e p r o d u c e d i n w h o l e o r i n p a r t w i t h o u t t h e e x p r e s s p r i o r w r i t t e n p e r m i s s i o n o f s a i d a r c h i t e c t s , a n y u n a u t h o r i z e d r e u s e o f t h e s e p l a n s o t h e r t h a n f o r t h e p r o j e c t a n d l o c a t i o n s h o w n i s p r o h i b i t e d . JOB NO. DATEREVISION SHEET TITLE SHEET NO. 07.17.2023PROGRESS SET SA N T A A N A , C A 9 2 7 0 5 21 3 0 E . 4 T H S T . # 2 0 0 OL I V E C R E S T - O F F I C E T I CM220584.00 21 3 0 E . 4 T H S T . SA N T A A N A , C A 9 2 7 0 5 CL I E N T : PR O J E C T : OL I V E C R E S T 08.08.2023PLANNING SUBMITTAL 1ST PC SUBMITTAL - BUILDING 02.08.2024 PROGRESS SET 06.14.2024 WOOD FRAMING DETAILS 08-15-24PLAN CHECK RESUBMITTAL DELTA 1 - FIELD CHANGES 2/27/20251 A 1 CONSULTING STRUCTURAL ENGINEERS 301 N. Lake Ave., 5th Floor Tel: (626) 521-9931 Pasadena, CA. 91101 HSA PROJECT NO. : 23-098 Drawn by: T.T. HSA ISSUE:SUBMITTAL X S 5092 STRUC TURAL R E GISTEREDPROF E SSIONALENGINEE R STATE OF C A LIFORNIA EXP.06-30-25 Feb. 27, 2025 RAFIK R.W .GERGES 2130 E 4th St - REV 14/14/2025