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Home My WebLink About2234 S Center St #100 - PlanREF.REF. W DWD (E) KITCHEN (E) KITCHEN (E) DINING ROOM (E) DINING ROOM (E) LIVING ROOM (E) LIVING ROOM (E) GARAGE 1 (E) GARAGE 2 (E) GARAGE 3 1st FLOOR1st FLOOR W/HW/H 1 1 1 1 2 2 2 1 Sheet: 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 DE S C R I P T I O N Job No: 03/06/2023Date: C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R Drawn by: N.T.S. A-1 RE V I S I O N DA T E Scale: De s i g n 10 3 2 2 T R A S K A V E , Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m - EXISTING- DEOISED FOOR PAN - PROPOSED FOOR PAN - PROPOSED EECTRIC PAN AFCI 120 v SINGLE PHASE, 15 OR 20 AMP RECEPTACLES, WITH ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION TYPE 125 V, SINGLE PHASE, 15 OR 20 AMP RECEPTACLES, WITH GROUND FAULT CIRCUIT INTERRUPTER GFCI COMBINATION OF CARBON MONOXIDE AND SMOKE DETECTOR , HARD WIRED WITH BATTERY BACK UP & LOW BATTERY SIGNAL SD SD-CO SMOKE DETECTOR , HARD WIRED WITH BATTERY BACK UP & LOW BATTERY SIGNAL G.D. GARBAGE DISPOSAL EXHAUST FAN TO BE 50 CFM MIN AND TO HAVE HUMIDISTAT CONTROL AND SWTCHED SEPARATE FROM LIGHTING KITCHEN EXHAUST FAN 100 CFM : VENT TO OUTSIDE AIR. WHOLE BUILDING VENTILATION , CONTINUOUS FAN FLOW LED RECESSED LIGHT WALL MOUNTED LIGHT VS 3-WAY SWITCH SINGLE POLE SWITCH SINGLE POLE SWITCH WITH DIMMER CONTROLS D S 3 S S SINGLE POLE SWITCH W VACANCY SENSOR S WALL MOUNTED SECURITY LIGHT HOSE BIBB FG HB FUEL GAS ADU-PROPOSEDF ELECTRICAL PLAN (1ST FLOOR)1/4" = 1'-0" LEGENDS : EXISTING WALL,DOOR,WINDOW TO DEMOLISHED EXISTING WALL TO REMAIN KEY NOTES : 1 DEMOLISHED EXISTING WALL 2 DEMOLISHED EXISTING GARAGE DOOR 2 EXISTING/ DEMOLISHION FLOOR PLAN (1ST FLOOR)1/4" = 1'-0"2ADU-PROPOSED FLOOR PLAN (1ST FLOOR)1/4" = 1'-0"2 REF.REF. W DWD (E) KITCHEN (E) KITCHEN (E) DINING ROOM (E) DINING ROOM (E) LIVING ROOM (E) LIVING ROOM 1st FLOOR1st FLOOR W/HW/H ENTRY REF. CLOSET CLOSET BEDROOM #1 KITCHEN LIVING ADU 606 SF BEDROOM #2 4'-8"4'-4"5'-6" 20'-0" 5' - 2 " 8' - 7 " 5' - 5 " 9' - 8 " 1' - 2 " 30 ' - 0 " 4' - 4 " 6'-6"9'-8" 10'-3"9'-9" 3'-4" 8' - 1 0 " 10'-3"9'-9" 3' - 5 " 9' - 6 " REF.REF. W DWD (E) KITCHEN (E) KITCHEN (E) DINING ROOM (E) DINING ROOM (E) LIVING ROOM (E) LIVING ROOM 1st FLOOR1st FLOOR W/HW/H ENTRY STACK. W/D REF. CLOSET CLOSET BEDROOM #1 KITCHEN LIVING BEDROOM #2 SS FG G.D. S S SS S S SD SD SD-CO HB 1 1 30 ' - 0 " 30 ' - 0 " 4' - 4 " 20'-5" 36'-10"20'-5" 3'-10" 2' - 5 " 16 ' - 8 " NEW WALL FLOOR PLAN NOTES 1. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.(SEPARATE PLUMPING PERMIT IS REQUIRED). 2. ALL INTERIOR FINISH MATERIALS, KITCHEN EQUIPMENTS, PLUMBING FIXTURES AND ELEC. FIXTURES SHALL BE SELECTED BY OWNERS. 3. EXTERIOR WALL & PLUMBING WALL: 2X6 @ 16"O.C., TYP. 4. KITCHEN NOTES: A. COOK TOP WITH EXHAUST HOOD AIR TO ROOF/EXTERIOR WALL. B. HOME CENTER WITH UPPER CABINET AND LIGHT. C. DISH-WASHER, GARBAGE DISPOSAL, MICRO-WAVE, OVEN AND OTHER EQUIPMENTS SHALL BE SELECTED BY OWNER PRIOR TO INSTALL. 5. CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USE AS A BASE FOR WALLS TILE IN TUB AND SHOWER AREAS ANS WALL AND CEILING PANELS IN SHOWER AREAS. 6. GREEN BOARD GYPSUM OR WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED AS BACKING FOR CEILING FINISH INSIDE BATHROOM DUE TO CONDENSATION OR VAPOR. 7. BATH TUB AND SHOWER: A. SHOWER AND TUB/SHOWER SHALL HAVE A SMOOTH, HARD, NON ABSORBENT SURFACE (I.E., CERAMIC TILE OR FIBERGLASS) OVER A MOISTURE RESISTANT UNDERPAYMENT (E.G. W.R. GYP.) TO A HEIGHT OF 72-INCHES ABOVE THE DRAIN INLET. WATER-RESISTANT GYPSUM BACKING BOARD SHALL NOT BE USED OVER A VAPOR READER IN SHOWER OR BATH TUB COMPARTMENTS. CRC SECTIONS R307.2 AND R702.3.7. B. TEMPERED GLASS ENCLOSURE. C. PROVEDE FIBER-REINFORCED GYPSUM BACKERS (OR APPR. EQ.). D. ALL BATHTUB AND SHOW, SHOULD COMPLY WITH CRC R307.2 AND R702.4.2. TYP. E. PROVIDE W/R GREEN GYP. BD. @ AROUND SHOWER, TUBS PER UBC CHAPTER 25 CBC 2016. F. SHOWER COMPARTMENT MUST HAVE A FINISHED INTERIOR NO LESS THAN 1024 SQUARE INCHES AND SHALL ENCOMPASS A MINIMUM THIRTY-INCH CIRCLE. 8. WATER HEATER SHALL HAVE STRAPS LOCATED IN UPPER AND LOWER 1/3 OF ITS VERTICAL DIMENTION. AT THE LOWER POINT, AMINIMUM DISTANCE OF 4" SHALL BE MAINTAINED ABOVE THE CONTROLS WITH STRAPPING.(507.2 CPC). 9. CUSTOM TUB WITH CERAMIC TILE SHELF AND EDGE, PROVIDE ACCESS PANEL AT MOTOR SIDE. THE PANEL SHALL BE LARGE ENOUGH FOR LARGEST EQUIPMENT. 10. GARAGE & UTILITY ROOM CONSTRUCTION: (ONE HOUR RATED) 5/8" GYP. BD. TYPE "X" ON WALL, CEILING, AND POSTS. FIRE RESISTANT CAULKING AT PENETRATIONS. FIRE SEPARATION WALL UP TO ROOF FRAMING. 11. CLOTHES DRYER: A. A MINIMUM 4" MOISTURE EXHAUST DUCT MUST BE PROVIDED [CMC 504.4.2]. B. DRYER EXHAUST CAN NOT EXCEED 14FT. WITH A MAX. OF TWO 90 DEG. ELBOWS [CMC 504.4.2.1]. C. A FLEXIBLE DUCT CAN NOT EXTEND MORE THAN 6FT. AND SHALL NOT BE CONCEALED [CMC 504.4.2.2]. 12. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS, OR ADDITIONS. (R314.2). SMOKE DETECTOR SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER. COMBINATION SMOKE AND CARBON MONOXIDE ALARMS(WIRED CONNECTED TOGETHER) SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. 13. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM IN ARCCODANCE WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WITH THE PERMIT WAS OBTAINED.(R315.2). 14. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOTCANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (R303.1). 15. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE. 16. ATTIC/RAFTER CAVITY VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE IS REQUIRED (R806.2). 17. CRAWSPACE VENTILATION OF 1SF PER 150 SF UNDER FLOOR AREA (R408.1). 18. ATTIC AREA HAVING CLEAR HEADROOM OF 30" MUST HAVE AN ACCESS OPENING (22"x30" MINIMUM). ACCESS SHALL BE LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE LOCATION. IT IS NOT ALLOWED WITHIN A SMALL CLOSET SPACE (R807.1). 19. PROVIDE 15" MIN. BETWEEN THE CENTER OF WATER CLOSET TO ANY SIDE WALL (CPC 2016 407.6). 20. PROVIDE 24" CLEAR SPACE IN FRONT OF ANY WATER CLOSET (CPC 2016 407.6). 21. BUILDING SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY (R319.1). 22. PROVIDE ANTI-GRAFFITI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM GRADE AT EXTERIOR WALL. 23. PROVIDE SAFETY GLAZING (TEMPERED GLASS) FOR THE FOLLOWING LOCATION: A. GLAZING IN DOORS: GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. EXCEPTIONS: - GLAZED OPENINGS OF A SIZE THROUGH WICH A 3-INCH-DIAMETER (76mm) SPHERE IS UNABLE TO PASS. - DECORATIVE GLAZING. B. GLAZING ADJACENT TO DOORS: GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE TEMPERED GLASS WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524mm) ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS: - WHERE THE GLAZING IS WITHIN 24 INCHES(610mm) OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION. - WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES (610mm) OF THE HINGE SIDE O.C AN IN-SWINGING DOOR. EXCEPTIONS: - DECORATIVE GLAZING. - WHERE THERE IS AN INTERVENTING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. - WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR A STORAGE AREA 3 FEET (914mm) OR LESS IN DEPTH. - GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS. C. GLAZING IN WINDOWS: GLAZING IN A INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALLOF THE FOLLOWING CONDITIONS SHALL BE CONSIDERED TO BE TEMPERED: - THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SF (0.836mm) - THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES (457mm) ABOVE THE FLOOR. - THE TOP EDGE OF GLAZING IS MORE THAN 36 INCHES (914mm) ABOVE THE FLOOR. - ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES (914mm), MESURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING. EXCEPTIONS: - DECORATIVE GLAZING. - WHERE A HORIZONTAL RAIL IS INSTALLED ON THE ACCESSIBLE SIDE(S) OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE. THE RAIL SHALL BE CAPABLE OC WITHSTANDING A HORIZONTAL LOAD OC 50 POUNDS PER LINEAR FOOT WITHOUT CONTACTING THE GLASS AND HAVE A CROSS-SECTIONAL HEIGHT OC NOT LESS THAN 1 1/2 INCHES. - OUTBOARD PANES IN INSULATING GLASS UNITS AND OTHER MULTIPLE GLAZED PANELS WHERE THEBOTTOM EDGE OC THE GLASS IS 25 FEET OR MORE ABOVE GRADE, A ROOF, WALKING SURFACES OR OTHER HORIZONTAL SURFACE ADJACENT TO THE GLASS EXTERIOR. D. GLAZING IN GUARDS AND RAILINGS E. GLAZING AND WET SURFACES: GLAZING IN WALL, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOL WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES (1524mm) ESURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. THIS SHALL APPLY TO SINGLE LAZING AND EACH PANE IN MUTIPLE GLAZING. EXCEPTIONS: - GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, FROM THE WATER'S EDGE OF A BATHTUB, HOT TUB,SPA,WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR STEAM ROOM. - GLAZING IN WALL ENCLOSING STAIRWAY LANDINGS OR WITHIN 5 FEET OF THE BOTTOM AND TOP OF STAIRWAYS WHERE THE BOTTOM EDGE OF THE GLASS IS LESS THAN 60 INCHES A WALKING SURFACE. STACK. W/D ADU 606 SF 4' - 1 0 " 5'-0" UNIT C W/H ADU W/H UNIT C W/H UNIT C W/H ADU W/H 1 1s t C O R R E C T I O N 2 1s t C O R R E C T I O N 1' - 0 " 1' - 0 " 1'-0" 1'-0" 2 (N)UNIT 100 (N)UNIT 101(N)UNIT 102 (N)UNIT 100 (N)UNIT 101(N)UNIT 102 (N)UNIT 101(N)UNIT 102 2234 S Center St #100 - 1011186658/13/2024 GROUND LEVEL 1ST FLOOR LEVEL TOP DOOR/WINDOW 1ST TOP PLT. 2ND FLOOR LEVEL TOP DOOR/WINDOW 2ND TOP PLT. TOP OF STRUCTURE GROUND LEVEL 1ST FLOOR LEVEL TOP DOOR/WINDOW 1ST TOP PLT. 2ND FLOOR LEVEL TOP DOOR/WINDOW 2ND TOP PLT. TOP OF STRUCTURE FLOOR LEVEL Ce i l i n g 8 ' EXISTING TOP PLT. E A B D D C 6' - 8 " 8' - 2 " 1' - 0 " 8' - 2 " 23 ' - 4 1 / 2 " GROUND LEVEL 1ST FLOOR LEVEL TOP DOOR/WINDOW 1ST TOP PLT. 2ND FLOOR LEVEL TOP DOOR/WINDOW 2ND TOP PLT. TOP OF STRUCTURE 6' - 8 " 8' - 2 " 1' - 0 " 8' - 2 " 23 ' - 4 1 / 2 " 6' - 8 " 8' - 2 " 1' - 0 " 8' - 2 " 23 ' - 4 1 / 2 " Sheet: DE S C R I P T I O N Job No: 03/06/2023Date: Drawn by: N.T.S. A-2 RE V I S I O N DA T E Scale: De s i g n 10 3 2 2 T R A S K A V E , Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m - EXISTING ROOF PAN - SECTION - EXISTING- PROPOSED EEVATION 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R EXISTING EAST ELEVATION 1/4" = 1'-0"4EXISTING WEST ELEVATION 1/4" = 1'-0"5 PROPOSED EAST ELEVATION 1/4" = 1'-0"3 ADU SECTION 1-1 1/4" = 1'-0"1ROOF PLAN 1/6" = 1'-0"2 7 A-3 6 A-3 ADU (E) HOUSE 5 A-3 1 1s t C O R R E C T I O N 1 1'-0"1'-0" 1' - 0 " 2 2 2 1s t C O R R E C T I O N 2 2234 S Center St #100 - 1011186658/13/2024 GROUND LEVEL 1ST FLOOR LEVEL TOP DOOR/WINDOW 1ST TOP PLT. 2ND FLOOR LEVEL TOP DOOR/WINDOW 2ND TOP PLT. TOP OF STRUCTURE GROUND LEVEL 1ST FLOOR LEVEL TOP DOOR/WINDOW 1ST TOP PLT. 2ND FLOOR LEVEL TOP DOOR/WINDOW 2ND TOP PLT. TOP OF STRUCTURE Sheet: DE S C R I P T I O N Job No: 03/06/2023Date: Drawn by: N.T.S. A-3 RE V I S I O N DA T E Scale: De s i g n 10 3 2 2 T R A S K A V E , Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m - EXISTING EEVATION - PROPOSED EEVATION 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R EXISTING NORTH ELEVATION 1/4" = 1'-0"3EXISTING SOUTH ELEVATION1/4" = 1'-0"4 PROPOSED NORTH ELEVATION 1/4" = 1'-0"1PROPOSED SOUTH ELEVATION1/4" = 1'-0"2 NEW (2)5/8" DRYWALL - TYPE X 1HR FIRE CEILING BOARD BETWEEN (E) HOUSE AND ADU NEW FLOOR INSULATION R-19 PER TITLE 24 FINISH FLOOR PER OWNER (E)FLOOR JOIST PER STRUCTURE 1 1s t C O R R E C T I O N 1 2 1s t C O R R E C T I O N 2 2234 S Center St #100 - 1011186658/13/2024 Sheet: 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 DE S C R I P T I O N Job No: 01/25/2023 Date: CO V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R Drawn by: N.T.S. CS-1 RE V I S I O N DA T E Scale: De s i g n 10 3 2 2 T R A S K A V E , Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m - EXISTING SITE P AN - PROPOSED SITE P AN GENERAL NOTES SITE PLAN NOTE: PLAN CHECK NOTES DRAINAGE DIRECTION AND SLOPE PROPERTY LINE CORNER POINTS KEYNOTE CALLOUTS 1 SITE PLAN-EXISTING 1ST FLOOR PLAN 1/7" = 1'-0" FLOOD ZONE NOTES SHEET INDEX CS-1 SITE PLAN, EXISTING FLOOR PLAN, VICINITY MAP, PROJECT DATA, SCOPE OF WORK EXISTING/ DEMOLISHED FLOOR PLANA-1 A-2 PROPOSED ELECTRIC PLAN, BUILDING SECTION A-3 PROPOSED BUILDING ELEVATIONS LEGAL DESCRIPTION PROJECT DATA SCOPE OF WORK EXISTING 1st UNIT A : 552.5 SF. EXISTING GARAGE: 606 SF. LOT SIZE: 6,825 SF. LOT COVERAGE: (552.5 +552.5+606+600+26+800) / 6,825= 45.96% LOT COVERAGE OWNER INFO EXISTING PARKING ON DRIWAY: 600 SF. CODE REQUIREMENT VICINITY G-1 CAL GREEN NOTE T-24 TITLE 24 EXISTING PORCH : 26 SF.PROPOSED FLOOR PLAN DOOR & WINDOW SCHEDULE 130' PROPERTY LINE 130' PROPERTY LINE 52 . 5 0 ' P R O P E R T Y L I N E REF.REF. W D W D (E) KITCHEN (E) KITCHEN (E) DINING ROOM (E) DINING ROOM (E) LIVING ROOM (E) LIVING ROOM (E) GARAGE 1 (E) GARAGE 2 (E) GARAGE 3 1st FLOOR1st FLOOR W/H W/H CE N T E R S T NEW ADU WA T E R WA T E R WA T E R NEW ADU 52 . 5 0 ' P R O P E R T Y L I N E WATER GAS 1 2 3 4 5 67 4 8 8 9 10 13 EXISTING 1st UNIT B : 552.5 SF. EXISTING PARKING : 800 SF. G-2 CAL GREEN NOTE CONDENSER (E) BEDROOM#1 (E) BEDROOM#2 (E) CLOSET (E) CLOSET (E) BEDROOM#1 (E) BEDROOM#2 REF. (E) CLOSET (E) W/D (N) UNIT 200 2 EXISTING 2ND FLOOR PLAN 1/7" = 1'-0" (E) CLOSET (E) CLOSET (E) CLOSET 2ND FLOOR2ND FLOOR QUOC TRAN Tel: 626-233-7947 Email: tquoc14@gmail.com 2ND FLOOR 1 1s t C O R R E C T I O N 1 SITE PLAN KEYNOTES 1 2 3 4 5 6 7 8 9 (E) ELECTRICAL PANEL (N) WATER HEATER FOR ADU (E) SIDE ACCESS STEEL GATE. 5 FT HIGH TO DEMOLISHED (E) DRIVEWAY (E) BLOCK WALL, 6FT HIGH (E) TREE LOCATION (E) CONCRETE PAVING (E) LANDSCAPE (GRASS) (E) GAS METER (E) WATER METER13 10 (N) GAS METER 2 1 UNIT C W/H ADU W/H SN-1 GENERAL NOTE S-1 FOUNDATION PLAN , FLOOR FRAMING PLAN SD-1 STRUCTURE DETAIL 1 2 2n d C O R R E C T I O N 1-HR FIRE RATED EAVES N.T.S.2 1/2" GYP. BD. 5/8" TYPE X GYP. BD. SOLID BLOCKING 2 (N) UNIT 101(N) UNIT 102 (N) UNIT 100 (N) UNIT 101(N) UNIT 102 Bldg# 101118665 APPROVALS: PLNG - ASevilla BLDG - GHuang POLICE - BMartin 2234 S Center St #100 - 1011186658/13/2024 LICENSE # C 57550 GARDEN GROVE, CA 92840 11541 ELIZABETH STREET TEL: (714) 251 4537 Email: benphanconsultant@gmail.com WRITING AND APPROPRIATE COMPENSATION TO VPHOME. COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN VPHOME WHETHER THE PROJECT FOR WHICH THEY WERE CREATED IS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. CONTRACTOR IS TO NOTIFY VPHOME FOR CLARIFICATION OF ANY CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. RULES, REGULATIONS AND ORDINANCES OF THE STATE OF THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS NO.DATEREVISION Drawing Title Project Number Drawn Date DRAWING NUMBER Checked Designed S-1 Pr o j e c t N a m e 1 1st BUILDING COR. 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R 2-2X2-2X2-2XTOP PLATE CAPACITY RATING A35 550 12" O.C. 345 16" O.C. 280 24" O.C. APA CDX Struct. 1 ANCHOR BOLTS FOUNDATION SILL PLATE SILL PLATE ON WOOD FLOOR SILL CONN. END POSTS (MIN.) 3X 3X 5/8" @ 16" 2X 2X 16 D @ 4" 5/8" @ 24" 2X 5/8" @ 24" 321 FIELD NAILING EDGE NAILING PANEL INDEX PANEL THICKNESS 24/024/0 1/2" 8 D @ 12" 24/0 8 D @ 6"8 D @ 4"8 D @ 3" 8 D @ 12"8 D @ 12" 2X 4X OR DBL 2X 4X OR DBL 2X 40 D @ 4" 2-2X 730 9" O.C. 3X 3X 5/8" @ 12" 4 24/0 8 D @ 2" 8 D @ 12" 40 D @ 3" 1/2"1/2"1/2" 4X OR DBL 3X 4X OR DBL 3X 16 D @ 6" (SHEAR WALL SCHEDULE FOR CBC-2019) (SHEAR WALL #3 & 4 :W/ 3X OR 2-2X STUD, SILL & BLOCKS BETWEEN ADJACENT PANELS 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING) APA CDX Struct. 1 APA CDX Struct. 1 APA CDX Struct. 1 FLOOR FRAMING PLAN FOUNDATION PLAN SCALE: 1/4"=1'-0" 11 SD-1 14 SD-1 11 SD-1 18 SD-1 TYP. 15 SD-1 13 SD-1 9 SD-1 10 SD-1 12 SD-1 9 SD-1 A B 2 SD-1 4 SD-1 TYP. 1 2 SD-1 5 SD-1 2 7 SD-1 ST6236 7 SD-1 6 SD-1 FLOOR FRAMING PLAN SCALE: 1/4"=1'-0" 1 3 SD-1 12 SD-1 12 SD-1 2 2nd BUILDING COR. 2 2 2234 S Center St #100 - 1011186658/13/2024 LICENSE # C 57550 GARDEN GROVE, CA 92840 11541 ELIZABETH STREET TEL: (714) 251 4537 Email: benphanconsultant@gmail.com WRITING AND APPROPRIATE COMPENSATION TO VPHOME. COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN VPHOME WHETHER THE PROJECT FOR WHICH THEY WERE CREATED IS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. CONTRACTOR IS TO NOTIFY VPHOME FOR CLARIFICATION OF ANY CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. RULES, REGULATIONS AND ORDINANCES OF THE STATE OF THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS NO.DATEREVISION Drawing Title Project Number Drawn Date DRAWING NUMBER Checked Designed SD-1 Pr o j e c t N a m e DATEREVISION 1 1st BUILDING COR. 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R 1 CONSTRUCTION DETAIL WALL FRAMING N.T.S. 3-16D NAILS FOR 2X TRIMMER (2-2X TRIMMER AT OPENING WIDER THAN 6'-0") 4-16D NAILS FOR 4X HEADER 2 X 4 SOLE PLATE TRIMMER STUDS TO SUPPORT HEADER CRIPPLE STUDS ROUGH SILL CRIPPLE DOUBLE TOP PLATE 4X HEADER SEE PLAN PLASTER CREED N.T.S. PIPING THRU PLATE FRAMING N.T.S. STUD NOTCHING/BORING LIMITS N.T.S. PLATE SPLICING: N.T.S. POST PER PLAN BM. PER PLAN BM. TO POST CONN. N.T.S. 24 23 20 16 12 08 19 15 07 04 03 18 14 10 06 13 05 02 01 22 21 17 09 DTC CLIP 2x BLKG. @ 24"o.c. 1/2" CLR. DOUBLE PLATES STUD WALL JOIST OR 3 - 16d RAFTER JOISTS PARALLEL TO WALL PER JST JOISTS PERPENDICULAR TO WALL STUD WALL DOUBLE PLATES INT. NON-BRG WALL @ CLG. N.T.S. DTC CLIP 1/2" CLR.JST. OR RR NON-BEARING INT. WALL TYP. N.T.S. 11 TYP. ROOF/FLOOR DIAPH. N.T.S. EXT. BEARING FOOTING N.T.S. #4 DWLS T&B, 6" EMB. INTO (E) FTG., W/ EPOXY, ICC ESR-2508 EXISTING EXISTING FOOTING CONT. REINF. BARS PER PLAN 24"6" NEW NEW FOOTING NEW FOOTING TO EXIST'G N.T.S. CONC. STEPS & LANDING N.T.S. 7. 7 5 " M A X . 10" MIN. (N) SLAB @ HOUSE TO GARAGE N.T.S. EXISTING EX I S T I N G (N) SLAB @ (E) GARAGE @ WALL N.T.S. EXISTING 6" 8" M I N . SIMPSON HOLDOWN W/ SSTB BOLT N.T.S. 8" 24 " PER PLAN 1 3/4" MIN. MI N . E M B . 2" FLOOR FRAMING N.T.S. HOLD-DOWN @ REINF. FOOTING N.T.S. 8" 24" 3" 12" FLOOR FRAMING N.T.S. LEDGER DETAIL N.T.S. EAVE DETAIL N.T.S. RAKE DETAIL N.T.S. DOWEL CONNECTION N.T.S. 1 3/4" MIN. 8" PER PLAN 24 " 8" M I N . 24 " M A X . NEW BEARING FOOTING N.T.S. PER PLAN 24 " 8" M I N . 2 2nd BUILDING COR. 2 2 2 2 2 2 2 2 2234 S Center St #100 - 1011186658/13/2024 DESIGN CRITERIA: 1. Floor Live Load = N/A 2. Roof Live Load = 20PSF 3. Wind Design Data: a) Basic Wind Speed = 110MPH b) Wind Important Factor, I = 1.0 Risk Category = II c) Wind Exposure = C d) Internal Pressure Coefficient = 1.29 4. Earthquake Design Data: a) Seismic Important Factor, I = 1.0 Risk Category = II b) Mapped Ss = 1.296 S1 = 0.464 c) Site Class = D d) Sds = 1.037 Sd1 = 0.557 e) Seismic Design Category = D f) Basic Seismic-force-resisting System = Light-framed Wood Shearwalls g) Design Base Shear: Cs = 0.23 R = 6.5 h) Analysis Procedure: Simplified Alternative Structural Design (per Calcs page 4) 5. Soil Loading Bearing Capacity = 1,500psf THE ADDITION AREA IS LESS THAN 10% OF THE TOTAL EXISTING BUILDING AREA. THE EXISTING LATERAL LOAD-CARRYING STRUCTURAL ELEMENTS SHALL BE PERMITTED TO REMAIN UNALTERED, PER CALIFORNIA EXISTING BUILDING CODE SECT. 402.4.1. LICENSE # C 57550 GARDEN GROVE, CA 92840 11541 ELIZABETH STREET TEL: (714) 251 4537 Email: benphanconsultant@gmail.com WRITING AND APPROPRIATE COMPENSATION TO VPHOME. COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN VPHOME WHETHER THE PROJECT FOR WHICH THEY WERE CREATED IS INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS. CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED DIMENSIONS. CONTRACTOR IS TO NOTIFY VPHOME FOR CLARIFICATION OF ANY CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS. RULES, REGULATIONS AND ORDINANCES OF THE STATE OF THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS REVISION Drawing Title Project Number Drawn Date DRAWING NUMBER Checked Designed SN-1 Pr o j e c t N a m e 1 1st BUILDING COR. 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R 1 2 2nd BUILDING COR. 2 2 2234 S Center St #100 - 1011186658/13/2024 10 3 2 2 T R A S K A V E , U N I T D Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m De s i g n Job No: Drawn by: Sheet: GREEN UIDING NOTE G-1 Date: Scale:N.T.S. DA T E DE S C R I P T I O N RE V I S I O N CHAPTER 4 RESIDENTIAL MANDATORY MEASURES DIVISION 4.1 PLANNING AND DESIGN DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION 4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE 4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency. 4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65 percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management ordinance. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan in conformance with Items 1 through 5. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency. 1. Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale. 2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or bulk mixed (single stream). 3. Identify diversion facilities where the construction and demolition waste material collected will be taken. 4. Identify construction methods employed to reduce the amount of construction and demolition waste generated. 5. Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the enforcing agency, which can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with Section 4.408.1. Note: The owner or contractor may make the determination if the construction and demolition waste materials will be diverted by a waste management company. 4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1 4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4.. Notes: 1. Sample forms found in "A Guide to the California Green Building Standards Code (Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in documenting compliance with this section. 2. Mixed construction and demolition debris (C & D) processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 4.410 BUILDING MAINTENANCE AND OPERATION 4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which includes all of the following shall be placed in the building: 1. Directions to the owner or occupant that the manual shall remain with the building throughout the life cycle of the structure. 2. Operation and maintenance instructions for the following: a. Equipment and appliances, including water-saving devices and systems, HVAC systems, photovoltaic systems, electric vehicle chargers, water-heating systems and other major appliances and equipment. b. Roof and yard drainage, including gutters and downspouts. c. Space conditioning systems, including condensers and air filters. d. Landscape irrigation systems. e. Water reuse systems. 3. Information from local utility, water and waste recovery providers on methods to further reduce resource consumption, including recycle programs and locations. 4. Public transportation and/or carpool options available in the area. 5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent and what methods an occupant may use to maintain the relative humidity level in that range. 6. Information about water-conserving landscape and irrigation design and controllers which conserve water. 7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5 feet away from the foundation. 8. Information on required routine maintenance measures, including, but not limited to, caulking, painting, grading around the building, etc. 9. Information about state solar energy and incentive programs available. 10. A copy of all special inspections verifications required by the enforcing agency or this code. 11. Information from CAL Fire on maintenance of defensible space around residential structures. 4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site 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 waster, 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 Section 42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of this section. DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY DIVISION 4.5 ENVIRONMENTAL QUALITY 4.303 INDOOR WATER USE 4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3, and 4.303.4.4. Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy, or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 4.303.1.1 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 U.S. 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. 4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush. The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush. 4.303.1.3 Showerheads. 4.303.1.3.1 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 U.S. EPA WaterSense Specification for Showerheads. 4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the 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 only allow one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 4.303.1.4 Faucets. 4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons per minute at 20 psi. 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential buildings shall not exceed 0.5 gallons per minute at 60 psi. 4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver more than 0.2 gallons per cycle. 4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 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. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. 4.303.1.4.5 Pre-rinse spray valves. When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7) and shall be equipped with an integral automatic shutoff. FOR REFERENCE ONLY: The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A). Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January 1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)] 4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial buildings. Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the California Plumbing Code. 4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code. TABLE - MAXIMUM FIXTURE WATER USE FIXTURE TYPE FLOW RATE SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI LAVATORY FAUCETS (RESIDENTIAL) MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI LAVATORY FAUCETS IN COMMON & PUBLIC USE AREAS 0.5 GPM @ 60 PSI KITCHEN FAUCETS 1.8 GPM @ 60 PSI METERING FAUCETS 0.2 GAL/CYCLE WATER CLOSET 1.28 GAL/FLUSH URINALS 0.125 GAL/FLUSH 4.304 OUTDOOR WATER USE 4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. NOTES: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations, Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are available at: https://www.water.ca.gov/ ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New NOTE: THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR THE USER. SECTION 4.102 DEFINITIONS 4.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar pervious material used to collect or channel drainage or runoff water. WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also used for perimeter and inlet controls. 4.106 SITE DEVELOPMENT 4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes, management of storm water drainage and erosion controls shall comply with this section. 4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre or more, shall manage storm water drainage during construction. In order to manage storm water drainage during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent property, prevent erosion and retain soil runoff on the site. 1. Retention basins of sufficient size shall be utilized to retain storm water on the site. 2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar disposal method, water shall be filtered by use of a barrier system, wattle or other method approved by the enforcing agency. 3. Compliance with a lawfully enacted storm water management ordinance. Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or are part of a larger common plan of development which in total disturbs one acre or more of soil. (Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html) 4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales 2. Water collection and disposal systems 3. French drains 4. Water retention gardens 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. 4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections 4.106.4.1, 4.106.4.2, or 4.106.4.3 to facilitate future installation and use of EV chargers. Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions: 1. On a case-by-case basis, where the local enforcing agency has determined EV charging and infrastructure are not feasible based upon one or more of the following conditions: 1.1 Where there is no commercial power supply. 1.2 Where there is evidence substantiating that meeting the requirements will alter the local utility infrastructure design requirements on the utility side of the meter so as to increase the utility side cost to the homeowner or the developer by more than $400.00 per dwelling unit. 2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional parking facilities. 4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere 208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger at the time of original construction in accordance with the California Electrical Code. 4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to additions or alterations of existing residential buildings where the addition or alteration increases the building's conditioned area, volume, or size. The requirements shall apply only to and/or within the specific area of the addition or alteration. Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and other important enactment dates. 301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential buildings, or both. Individual sections will be designated by banners to indicate where the section applies specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and high-rise buildings, no banner will be used. SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. Exceptions: 1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall comply with Chapter 4 and Appendix A4, as applicable. 2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with Chapter 4 and Appendix A4, as applicable. 4.106.4.2 New multifamily dwellings. If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Notes: 1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 3.A parking space served by electric vehicle supply equipment or designated as a future EV charging space shall count as at least one standard automobile parking space for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.2.1 Electric vehicle charging space (EV space) locations. Construction documents shall indicate the location of proposed EV spaces. Where common use parking is provided at least one EV space shall be located in the common use parking area and shall be available for use by all residents. 4.106.4.2.1.1 Electric Vehicle Charging Stations (EVCS) When EV chargers are installed, EV spaces required by Section 4.106.2.2, Item 3, shall comply with at least one of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route, as defined in the California Building Code, Chapter 2, to the building. Exception: Electric vehicle charging stations designed and constructed in compliance with the California Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.1.1 and Section 4.106.4.2.2, Item 3. Note: Electric Vehicle charging stations serving public housing are required to comply with the California Building Code, Chapter 11B. 4.106.4.2.2 Electric vehicle charging space (EV space) dimensions. The EV space shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486 mm). 2. The minimum width of each EV space shall be 9 feet (2743 mm). 3. One in every 25 EV spaces, but not less than one EV space, shall have an 8-foot (2438 mm) wide minimum aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is 12 feet (3658 mm). a. Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. 4.106.4.2.3 Single EV space required. Install a listed raceway capable of accommodating a 208/240- volt dedicated branch circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. Construction documents shall identify the raceway termination point. The service panel and/or subpanel shall provide capacity to install a 40-ampere minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger, at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.4 Multiple EV spaces required. Construction documents shall indicate the raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics and electrical load calculations to verify that the electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at the full rated amperage of the EVSE. Plan design shall be based upon a 40-ampere minimum branch circuit. Required raceways and related components that are planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction. Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is installed in close proximity to the proposed location of an EV charger, at the time of original construction in accordance with the California Electrical Code. 4.106.4.2.5 Identification. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as "EV CAPABLE" in accordance with the California Electrical Code. 4.106.4.3 New hotels and motels. All newly constructed hotels and motels shall provide EV spaces capable of supporting future installation of EVSE. The construction documents shall identify the location of the EV spaces. Notes: 1. Construction documents are intended to demonstrate the project's capability and capacity or facilitating future EV charging. 2. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 3. A parking space served by electrical vehicle supple equipment or designed as a future EV charging space shall count as at least one standard automobile parking space for the purpose of complying with any applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details. 4.106.4.3.1 Number of required EV spaces. The number of required EV spaces shall be based on the total number of parking spaces provided for all types of parking facilities in accordance with Table 4.106.4.3.1. Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. SECTION 4.501 GENERAL 4.501.1 Scope The provisions of this chapter shall outline means of reducing the quality 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 4.502 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements. 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, prefabricated wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section 93120.1. DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. TABLE 4.106.4.3.1 TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED EV SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 and over 6 percent of total 4.106.4.3.2 Electric vehicle charging space (EV space) dimensions. The EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet (5486mm). 2. The minimum width of each EV space shall be 9 feet (2743mm) 4.106.4.3.3 Single EV space required. When a single EV space is required, the EV space shall be designed in accordance with Section 4.106.4.2.3. 4.106.4.3.4 Multiple EV spaces required. When multiple EV spaces are required, the EV spaces shall be designed in accordance with Section 4.106.4.2.4. 4.106.4.3.5 Identification. The service panels or sub-panels shall be identified in accordance with Section 4.106.4.2.5. 4.106.4.3.6 Accessible EV spaces. In addition to the requirements in Section 4.106.4.3, EV spaces for hotels/motels and all EVSE, when installed, shall comply with the accessibility provisions for the EV charging stations in the California Building Code, Chapter 11B. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2021, Includes July 2021 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 4.201 GENERAL 4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory standards. DIVISION 4.2 ENERGY EFFICIENCY TABLE H-2 STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2022 PRODUCT CLASS [spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm) Product Class 1 (≤1.00 Product Class 2 (> 5.0 ozf and ≤1.20 Product Class 3 (> 8.0 ozf)1.28 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 01/25/2023 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R 2234 S Center St #100 - 1011186658/13/2024 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 hundredths of a gram (g O³/g ROC). Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700 and 94701. MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood. 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). Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a). REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. VOC. A volatile organic compound (VOC) 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). 4.503 FIREPLACES 4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with applicable local ordinances. 4.504 POLLUTANT CONTROL 4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust or debris which may enter the system. 4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section. 4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the requirements of the following standards unless more stringent local or regional air pollution or air quality management district rules apply: 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 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and tricloroethylene), 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 1 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. 4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, 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 4.504.3 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 4.504.3 shall apply. 4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) 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. 4.504.2.4 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. 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 a statewide 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 in the 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] 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 for compliance 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. 4.505 INTERIOR MOISTURE CONTROL 4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code. 4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the California Residential Code, Chapter 5, shall also comply with this section. 4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the following: 1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding, shrinkage, and curling, shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements found in Section 101.8 of this code. 2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end of each piece verified. 3. At least three random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying recommendations prior to enclosure. 4.506 INDOOR AIR QUALITY AND EXHAUST 4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a. Humidity controls shall be capable of adjustment between a relative humidity range less than or equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of adjustment. b. A humidity control may be a separate component to the exhaust fan and is not required to be integral (i.e., built-in) Notes: 1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or tub/shower combination. 2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code. 4.507 ENVIRONMENTAL COMFORT 4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized, designed and have their equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential Equipment Selection), or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the system functions are acceptable. TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2 (Less Water and Less Exempt Compounds in Grams per Liter) ARCHITECTURAL APPLICATIONS 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 ADHESIVE 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT 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. TABLE 4.504.2 - SEALANT VOC LIMIT (Less Water and Less Exempt Compounds in Grams per Liter) SEALANTS VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NON-POROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 TABLE 4.504.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16" (8 MM). TABLE 4.504.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY VOC LIMIT FLAT COATINGS 50 NON-FLAT COATINGS 100 NONFLAT-HIGH GLOSS COATINGS 150 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. DIVISION 4.5 ENVIRONMENTAL QUALITY (continued) 4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1. 4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350) See California Department of Public Health's website for certification programs and testing labs. hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx. 4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.), by or before the dates specified in those sections, as shown in Table 4.504.5 4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA 0121, CSA 0151, CSA 0153 and CSA 0325 standards. 5. Other methods acceptable to the enforcing agency. DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE. Y N/AYN/AYN/AYN/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2021, Includes July 2021 Supplement)Y = YES N/A =NOT APPLICABLE RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) 10 3 2 2 T R A S K A V E , U N I T D Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m De s i g n Job No: Drawn by: Sheet: GREEN UIDING NOTE G-2 Date: Scale:N.T.S. DA T E DE S C R I P T I O N RE V I S I O N 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 01/25/2023 C O V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R 2234 S Center St #100 - 1011186658/13/2024 TI T L E - 2 4 A D U TM C E N G I N E E R S I N C . CI V I L + G E O T EC H N I C A L + S T R U C T U R A L 2234 S Center St #100 - 1011186658/13/2024 2234 S Center St #100 - 1011186658/13/2024 2234 S Center St #100 - 1011186658/13/2024 2234 S CENTER ST., SANTA ANA, CA 92704 100 * CONVERSION 606 S.F EXISTING GARAGE TO ADU CONSIST OF: 2 BEDROOMS, 1 BATH, KITCHEN & LIVING& SEPARATE ENTRY. KIM NGUYEN 714 417-1839 03 06 2024 SANTA ANA 2234 S Center St #100 - 1011186658/13/2024 2234 S Center St #100 - 1011186658/13/2024 STRUCTURAL CALCULATIONS Date: 05/09/2024 Project Location : Owner: Prepared by : Building Code Edition: Concrete : Foundation : Structural Steel : Pipe Columns : Welding : Concrete Masonry: Grout: Reinforcing Steel : Wood Framing: Studs , joists, rafters: Beams and posts: Glulam : Parallam 2 .0 PSL : Microllam LVL: Plywood : TJI : 2234 S . Center St., #I 00 Santa Ana, CA 92704 Kim Arch 1st-Story Garage Conversion Ben Phan , P.E . (714) 251-4537 11541 Elizabeth Street Garden Grove , CA 92840 2022 California Building Code f' c = 2 ,500 psi @ 28 days Ready-mixed concrete per ASTM C94 Concrete aggregates per ASTM C33 Cement ASMT C ISO Type V u .n.o . Minimum allowable soil bearing pressure = I ,500 psf. ASTM A-36 , ASTM a-92 ASTM A-53 , Grade B Electric arc process by certified welders in approved licensed fabrication shop . ASTM C90 , GradeN , f'm = 1,500 psi Type M, I :3:1 /4 mix ; Cement: Sand : Hydrated Lime or Lime Putty. 1:3 :2 mix ; Cement:Sand:3 /8" pea gravel; f' c = 2,000 psi . Deformed bars per ASTM A915 ; Grade 40 for #4 and smaller ; Grade 60 for #5 and larger. WCUB or WWPA Grading Rules Agency Douglas Fir-Larch #2 Douglas Fir-Larch #I 24F-V4 or 24F-V8 DF /DF (cantilevered) ICC ESR-1387 IC C ES R-1 387 4 or more plies , Structural 1 or CD , CC Structural Panel per PS-1-95 ICC ESR-1153 (!Level) All information shown on plans relative to existing conditions are provided as the best present knowledge but without guarantee of accuracy . Where actual conditions conflict with the plans , they shall be reported to the Engineer so that modifications may be made in writing. Modifications of plans and details shall not be made without written approval of the Engineer . By accepting this calculations or report, the Engineer shall not be held liable for discrepancies not brought up to the attention of the Engineer. The design analysis and calculations were done in accordance with generally accepted engineering principles and practice . if/ I~ II 2234 S Center St #100 - 1011186658/13/2024 DESIGN LIVE AND DEAD LOADS - ROOF DEAD LOAD : ROOF TYPE 1 ROOF DEAD LOAD : ROOF TYPE2 Comp . Shingles Roof = 6.0 PSF RR = 0 PSF Sheathing/Insulation = 1.5 PSF . RR = 0 PSF 2X RR@ 16" OC = 2.0 PSF RR = 0 PSF 2X CJ@ 16" OC = 2.0 PSF CJ = 0 PSF 1/2" Gypsum Ceiling = 2.2 PSF CJ = 0 PSF MPE = 1.0 PSF ' CJ = 0 PSF = 0.0 PSF CJ = 0 PSF MISCELLANEOUS = 1.8 PSF CJ = 0 PSF SUB-TOTAL = 16.5 PSF SUB -TOTAL = 0.0 PSF SLOPE CORRECTION "X :12" I 3.00 I 1.03 PSF SLOPE CORRECTION "X :12" ~ 1.00 PSF MIS CELLANEOUS = o.ol PSF MISCELLANEOUS o.ol PSF ROOF DEAD LOAD : = 17.0 PSF ROOF DEAD LOAD : = 0.0 PSF ROOF SNOW LOAD : = § PSF ROOF SNOW LOAD : = § PSF ROO F LIVE LOAD : = PSF ROOF LIVE LOAD : = PSF TOTAL ROOF LOAD : = PSF TOTAL ROOF LOAD : = PSF EXTERIOR WALL LOADS: SECOND FLOOR LOADS Stucco = 10.0 PSF Finish flooring = 5.0 PSF 15/32" SHEATHING = 1.4 PSF 314" subflooring = 2.2 PSF 2X Studs@ 16" OC = 2.0 PSF 2X FJ@ 16" oc = 3.0 PSF R191NSULATION = 0.4 PSF = 0.0 PSF 1/2" GYPSUM BD. = 2.2 PSF 1/2" gypsum board = 2.2 PSF = 0.0 PSF = 0.0 PSF MISCELLANEOUS = 1.0 PSF R19, M/P/E, & Others = 2.6 PSF TOTAL EXTERIOR WALL : = 17.0 PSF FLOOR DEAD LOAD : = 15.0 PSF FLOOR LIVE LOAD : = 40.0 PSF TOTAL FLOOR LOAD = 55.0 PSF INTERIOR SHEAR WALL LOADS: FIRST FLOOR LOADS 1/2" GYPSUM BD . (B.S .) = D PSF Enter Materials here = D PSF 2x6@ 16" 0/C = PSF Enter Materials here = PSF 15132" SHEATHING = PSF Enter Materials here = PSF MISCELLANEOUS = PSF DECK DEAD LOAD = 0.0 PSF TOTAL INTERIOR WALL : = 7.0 PSF DECK LIVE LOAD I o.ol PSF SOILS DATA: SOILS REPORT :I GEOTECHNICAL ENGINEER :I !DATE OF REPORT : I NA BASIC BEARING PRESSURE PADS & CONT. FNDT. = Qa = 1,500 PSF ISOLATED FOUNDATIONS = I ol PSF INCREASE FOR WIDTH = 0.0 % INCREASE FOR DEPTH = 0.0 % MAX . SOIL PRESSURE -Qa = 1,500.0 PSF ALLOW PASSIVE PRESSURE = I 0 .0, PCF EQUIV. FLUID PRESSURE = I o.ol PCF ALLOW SOIL FRICTION = 0 .3 2234 S Center St #100 - 1011186658/13/2024 USGS web services were down for some pe riod of time an d as a resul t th is tool wasn 't ope rational , resul ting in timeout error. USGS web servi ces are now ope rati onal so this tool should work as expected. OSHPD 2234 S Center St, Santa Ana, CA 92704, USA Latitude, Longitude: 33.7167632, -117.8986876 Go o gle Date ' Orange County Fi re Author ity Stat ion #77 Warner Ave Design Code Reference Document Risk Category • ·Adams .. Park ,·.· ft : . '· ·o.:.·.· ... ·:·::::.o.::·. T Hamma Tirrif{F itness · ·. . ' . . . 5/9/2024, 10:23 :23 PM ASCE7-16 II en OC L~n dscapeft : ?r Maintena nce T : : (I) . . ~-en ru 0 0 g m ::J .W Secrest Wa'J ·· :E ~ , .1\._'\le ~r .... .WPend\eto ·~· W,Warner Ave ""; :·. · · w M~P;!tata ©2024 Site Class D-Default (See Section 11.4.3) I I ! . .l Type Ss s1 SMs SM1 Sos So1 Type SD C PGA PGAM TL SsRT SsUH SsD S1RT S1UH S1D PGAd Value Description 1.296 MCER ground motion. (for 0.2 second period) 0.464 MCER ground motion. (for 1.0s period) 1.555 Site-mod ified spectral acceleration value null -See Section 11.4.8 Site-mod ified spectral acceleration value 1.037 Numeric se ism ic design value at 0 .2 second SA null -See Section 11.4 .8 Numeric se ismic design value at 1.0 second SA _ .... -.----· ,._, ________ ·--- Value Description null -See Sect ion 11 .4.8 Seismi c des ign category 1.2 Site amplification factor at 0.2 second null -See Se ction 11.4 .8 Site amplification factor at 1.0 second 0.554 MCE 8 peak ground acceleration 1.2 Site amplification factor at PGA 0.665 Site modified peak ground acceleration 8 Long-period transit ion period in seconds 1.296 Probabil istic risk-targeted ground motion. (0.2 second ) 1.403 Factored uniform-hazard (2% probability of exceedance in 50 yea rs) spectral accelerat ion 1.738 Factored determin istic accele ra tion value. (0 .2 second) 0.464 Probabil is tic risk-targeted ground motion . (1 .0 second) 0.502 Factored uniform-hazard (2% probability of exceedance in 50 years ) spectral acceleration . 0.6 Factored determin istic acceleration value . (1.0 second) 0.7 12 Factored determin istic accelera tion value . (Peak Ground Acce le ration) -------~ I ! ___ ] -~ I I I i ' J I J 2234 S Center St #100 - 1011186658/13/2024 SEISMIC DATA: SEISMIC LOADS : Latitude = 33.7167632 North s . = 1.296 g Longtitude = ··1"17.89869 West S1 = 0.464 g Site Class = D Occupancy Category = I II I(Table 1.5-2) Fa = 1.20 Important Factor (I) = 1.00 Fv = 1.80 Ugh-framed Wood Shear Panels Timber Frames soc R = 6.50 1.50 Sms = 1.555 g no = 3.00 1.50 Sm 1 = 0 .835 g cd = 4.00 1.50 Sds = 1.037 g D cd = 1.30 1.00 sd 1 = 0 .557 g D Choose Q Use Simplified Alternative Structural Design F = I 1.10 I 1.00 1(2-Story Building) v = (F*S05)/R w v = 0.23 0.69 w WIND DATA: WIND LOADS : DESIGN WIND VELOCITY (V35 ) = 110.0 MPH Roof Height = 6.5 FT Vrm = 110.0 MPH Wall Height (2ndt floor) = 8.0 FT Occupancy Category = II Wall Height (1st floor) = 9.0 FT Important Factor (I) = 1.00 (Table 1.5-2) Total Height = 23.5 FT Exposure Category = c Mean Roof Height = 20.3 FT Adjustment Coefficient (!..) = 1.29 (Figure 28 .6-1) Roof Angle = 14.0 0 Kzt = 1.00 Edge (a) Ps = f..KztPs Jo Building Width = 20.00 3.0 FT Building Length = 30 .00 FT Eave Height = 17.0 FT Mean Roof Height = 20.3 8.1 FT a-3.0 FT 2a = 6.0 FT MWFRS Design Wind Pressure p,30 (psf) Horizontal Loads Roof End Zone Int. Zone Load Direction Angle A B c D #of SW Lines Transverse (Case B) 0 .0 19 .2 0 .0 12 .7 0 .0 2 Longitudinal (Case A) 14 .0 26 .6 -7 .0 17 .7 -3 .9 2 2a = 6 .0 FT Roof Horizontal Load = 547 LBS (Transverse) 2nd Floor Horizontal Load -946 LBS (Transverse) Roof Horizontal Load -1,610 LBS (Longitudinal) 3rd Floor Horizontal Load -2 ,924 LBS (Longitudinal) 2234 S Center St #100 - 1011186658/13/2024 LOAD: Roof weights Roof DL (horiz . Proj .) = Ext. Wall DL = Int. Shear Wall DL = Floor DL = Wall Height (2nd floor) = Wall He ight (1st f loor) = Roof Height = Tota l height , hn = Transverse Length = Long it udinal Length = Roof Area= Tributary Ext . Walls to Roof = T ri butary In t. Shear Walls to Roof= Floo r A rea = Tributary Ext. Walls to Floor = Tributary Int. Shear Walls to Floor = Roof We ight = Tributary Ext. Walls to Roof = Tributary Int. Shear Walls to Roof= W roor = Floor We ight = Tributary Ext . Walls to 2nd Floor = Tributary Int. Shear Walls to 2nd Floor= W 2ndfloor= Tributary Ext. Walls to 1st Floor = Tributary Int. Shear Walls to 1st Floor = W 1stfloor= Total DL (W ) = Tota l Base Shear (V ) = Design Base Shear : Period : T=Ct (hn )314 = 0 .02 *(hn )314 = Vertical distributions of seismic forces: Level wx (lb Area (ft2 ) Fx N-S (lb Roof 17 ,950 600 4 ,094 2nd Floor 18,435 600 4 ,205 1st Floor 7 ,640 :L 36 ,385 8 ,299 Fx E-W (lb ' 4 ,094 4 ,205 8 ,299 Fpx N-S (I b) 4 ,954 5 ,088 10 ,042 Fx E-W wx 4 ,954 5 ,088 10 ,042 Shear E-W 17 .0 17 .0 7 .0 15 .0 8 .0 9.0 6 .5 23 .5 30 .00 30 .00 600 .0 100 .0 30 .0 600 .0 100 .0 30 .0 10 ,205 6 ,800 945 17,950 9 ,000 7 ,650 1,785 18,435 6 ,800 840 7,64Q 44 025 10 042 0 .213 sec V= V= 0.2 S05 W (I b) 3 ,722 3 ,823 0 .2 S05 W (I b) 3 ,657 3 ,699 Use Use N-S 17.0 17.0 7 .0 15 .0 8.0 9.0 6 .5 23 .5 20 .00 20 .00 600 .0 100 .0 20 .0 600.0 100 .0 20 .0 10 ,205 6 ,800 630 17,635 9 ,000 7 ,650 1,190 17,840 6 ,800 560 7,360 42 835 1(}_._042 E-W 0.23 10 ,042 (I b) 4 ,954 5 ,088 (I b) 4 ,954 5 ,088 Diaphragm E-W 17.0 17.0 7 .0 15.0 8.0 9.0 6.5 23 .5 30.00 30.00 600.0 40.0 30 .0 600.0 40 .0 30.0 10 ,205 2 ,720 945 13,870 9 ,000 3 ,060 1,785 13,845 27 715 N-S 0.23 w 10 ,042 lbs fx N-S (psf} 6 .82 7 .01 fx E-W (psf} 6 .82 7 .01 N-S 17 .0 17.0 7 .0 15 .0 8.0 9.0 6.5 23 .5 20.00 20.00 600.0 60.0 20 .0 600 .0 60.0 20.0 10 ,205 4 ,080 630 14,915 9 ,000 4 ,590 1 '190 14,780 29 695 fpx N-S (psf) 8 .26 8 .48 fpx E-W (psf} 8 .26 8 .48 psf plf plf psf ft ft ft ft sq.ft. ft ft sq .ft . ft ft I I I I I I I I I I I I I bs . bs . bs . bs . bs . bs . bs . bs . bs . bs . bs . bs bs 2234 S Center St #100 - 1011186658/13/2024 Transverse Direction: Shear Walls (Vertical): Roof Level: A A to B B fx(psf) 6 .82 6 .82 6 .82 Spac ing (ft) 30.00 Depth (ft) 20.00 20 Net D (b , ft) (Existing) (Existing) V seismic (l b ) 2 ,047 2 ,047 V wind (l b) 547 54 7 V governs (l b) 2 ,047 2 ,047 2nd Fir. Level A A to B B fx(psf) 7 .01 7 .01 7 .01 Spacing (ft) 30 .00 Depth (ft) 20.00 20 Net D (b , ft) 9 .50 10.50 V seismic (l b) 2 ,102 2 ,102 V seismic total (I b ) 4 ,150 4 ,150 V wind (lb) 946 946 Vwind total (l b ) 1,493 1,493 Vgoverns (lb) 2 ,102 2 ,102 V governs total (I b) 4 ,150 4 ,150 Vgoverns(plf) 221 200 Vgoverns total( piT) 437 395 Vtactored(piT) 221 200 Vtactored total(plf) 437 395 Vtactored*1 .0 (plf) 437 395 M in . D (ft) 9.50 5.00 M 0 (lb-ft) 37 ,346 17 ,784 Wroof&flr (pl f) 240 240 Wwalls (plf) 153 153 0 .6 *M R (l b-ft) 10 ,642 2 ,948 Tie-down (6 ") YES YES T ie-down (lb ) 2,811 2,967 T ie-down HDU2&PAB5 HDU2&PAB5 Comp . Post 2-2x4 2-2x4 0.60 +0.7 E E = P Eh p = 1.30 Transverse Shear Walls (Roof) Wall (grid line) I:Fabove (lb) I:Fx (lb Ftotol v=E/1.4b Shear# Wall Length Sheathing 1 Allowable Shear lib) (plf) (ft) or 2 sides (plf) A -2 ,047 . 2,047 (Existing) B -2 ,047 2,047 (Existing) Transverse Shear Walls at Floor Level (First Floor to Second Floor) Wall (grid line) I:Fabove (lb) I:Fx (lb Ftotol v=E/1 .4b Shear# Wall Length Sheathing 1 Allowable Shear lib) (plf) (ft) or 2 sides (plf) A 2 ,047 2 ,102 4 ,150 437 3 9 .5 1 550 B 2 ,047 2 ,102 4 ,150 395 3 10 .5 1 550 2234 S Center St #100 - 1011186658/13/2024 Longitudinal Direction: Shear Walls (Vertical): Roof Level 1 1 to 2 2 fx(ps f) 6 .82 6 .82 6 .82 Spac ing (ft ) 20.00 Depth (ft ) 30.00 30 Net D {b, ft ) (Existing) (Existing) V seismic (l b) 2 ,04 7 2 ,047 Vwind {lb ) 1,610 1,610 Vgovems (l b) 2 ,04 7 2 ,047 2nd Fir Level 1 1 to 2 2 fx(ps f) 7 .0 1 7.01 7.01 Spac ing (ft ) 20 .00 Depth (ft ) 30.00 30 Net D {b, ft ) 15.25 (Existing) Vseism ic (l b) 2 ,102 V seism ic total (I b) 4 ,150 Vwind (l b) 1,462 V wind tota l (l b} 3 ,072 Vgoverns (lb } 2 ,102 V governs total (I b) 4 ,150 V governs( plf) 138 Vgoverns total(plf) 272 Vtactored(pl t) 138 Vtactored total(plf) 272 Vtactore/1 .0 (pl f) 272 Min . D (ft ) 6.50 M0 (lb-ft) 15 ,918 Wroof&flr (plf} 160 Wwalls (pl f) 153 0 .6 *MR (lb-ft ) 3 ,968 T ie-down (6") YES Tie -down (lb ) 1,839 T ie-dow n HDU2&PAB5 Comp . Post 2-2x4 0.60 +0.7 E E = P Eh p = 1.30 Longitudinal Shear Walls (Roof) Wall (grid line) l:Fabove (lb) l:Fx (I b) Ftotal v=EI1.4b Shear# Wall Length Sheathing 1 Allowable (I b) (plf) (ft) or 2 sides Shear (plf) 1 -2 ,047 2,047 (Existing) 2 -2 ,047 2,047 (Existing) Longitudinal Shear Walls at Floor Level (First Floor to Second Floor) Wall (grid line) l:Fabove (lb) l:Fx (I b) Ftotal (I b) v=EI1 .4b Shear# Wall Length Sheathing 1 Allowable (plf) (ft) or 2 sides Shear (plf) 1 2 ,047 2,102 4,150 272 1 15 .3 1 280 2 2 ,047 2 ,102 4 ,150 (Existing) 7 2234 S Center St #100 - 1011186658/13/2024 I Wood Beam LIC#: KW-06017286 , Bu ild :20 .23 .08 .30 DESCRIPTION: RR-1@ 24 " OC CODE REFERENCES Calculations per NDS 2018 , IBC 2021 , ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Analysis Method : Allowable Stress Design Load Combinat ion IBC 2021 Wood Species Wood Grade Douglas Fir-Larch No .2 Project Title : Engineer: Project ID : Project Oeser : VP HOME Fb + Fb - Fe-Prll Fe-Perp Fv Ft 900 .0 psi 900.0 psi 1,350 .0 psi 625.0 psi 180.0 psi 575.0 psi Project File : SA Center.ec6 I (c) ENERCALC INC 1983-2023 E : Modulus of Elasticity Ebend-xx 1 ,600 .0ksi Eminbend -xx 580 .0ksi Density 31 .210pcf Beam Bracing Beam is Fully Braced against lateral -torsional buckling Repet itive Member Stress Increase ( j A 2x4 S pan= 5 .0 fl Applied Loads Service loads ente red. Load Factors will be appl ied for calcu lations . Beam self weight calculated and added to loading Uniform Load : D = 0 .0170 , Lr = 0.020 ksf, Tributary Width = 2 .0 ft , (Roof Loads) QF;$/fJ.NSIJ.MMAB.Y ........................................ ...................... -··· . ____ --·-·····---·-·-·····- 'Maximum Bending Stress Ratio = · Section used for th is span fb : Actual = F'b = Load Comb ination Locat ion of maximum on span Span# where maximum occurs Maximum Deflection Max Downward Transient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = 0.474 1 2x4 920 .06psi 1 ,940 .63psi +D+Lr 2.500ft Span# 1 0 .066 in Ratio= 0 in Ratio= 0.124 in Ratio= 0 in Ratio= Maximum Shear Stress Ratio Section used for this span tv : Actual F'v Load Comb ination Location of maximum on span Span# where maximum occurs 909 >=360 Span : 1 : Lr Only 0<360 n/a 484 >=180 Span : 1 : +D+Lr 0<180 n/a Maximum Forces & Stresses for Load Combinations Load Comb inat ion Max Stress Ralios Moment Values Segment Length Span# M V CD CM Ct CLx CF Cfu C i C r M fb D Only Length = 5.0 ft 0.308 0.138 0.90 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.11 430.3 +D+Lr 1.00 1.00 1.00 1.500 1.00 1.00 1.15 Length = 5.0 ft 0.474 0.212 1.25 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.23 920 .1 +D+0 .750Lr 1.00 1.00 1.00 1.500 1.00 1.00 1.15 Length = 5.0 ft 0.411 0.184 1.25 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.20 797 .6 +0 .60D 1.00 1.00 1.00 1.500 1.00 1.00 1.15 Length= 5.0 ft 0.104 0 .047 1.60 1.00 1.00 1.00 1.500 1.00 1.00 1.15 0.07 258 .2 = = = = = F'b 0.0 1,397.3 0.0 1,940.6 0.0 1,940 .6 0.0 2,484 .0 Des i gn OK 0 .212 : 1 2x4 47 .79 psi 225 .00 psi +D+Lr O.OOOft Span# 1 ......... ,.,_ ......... ,. __ .,,,,,,_ .................................... ..1 Shear Values v tv F'v 0.00 0.0 0.0 0.08 22 .4 162.0 0.00 0.0 0.0 0.17 47 .8 225 .0 0.00 0.0 0.0 0.15 41.4 225 .0 0.00 0.0 0.0 0.05 13.4 288.0 1 2234 S Center St #100 - 1011186658/13/2024 Project Title : Engineer : Project 10 : Project Oeser : !wood Beam Project File : SA Center.ec6 I LIC#: KW-06017286 , Bu ild :20 .23 .08 .30 DESCRIPTION: HDR-1 -Header VP HOME (c) ENERCALC INC 1983-202 3 CODE REFERENCES Calculations per NOS 2018 , IBC 2021 , ASCE 7-16 Load Combination Set : IBC 2021 Material Properties Ana lysis Method : Allowable Stress Design Load Combination IBC 2021 Fb + Fb Fe-Prll 900 .0 psi 900.0 psi E : Modulus of Elasticity Ebend-xx 1,600 .0ksi 1,350.0 psi 625 .0 ps i 180.0psi 575 .0psi Eminbend-xx 580 .0ks i Wood Spec ies Wood Grade Beam Bracing Douglas Fir-Larch Fe -Perp ~.2 ~ Ft Beam is Fully Braced against lateral-torsional buckling 0 0 .15 L 0 .4 0(0 17) 0 0.17 Lr 0.2 S pa n; 4.0 ft Density ~ I _ -·-·--·-·-·----------·---····---·----·--··----------- 31 .210pcf ...................................... , ' i I ' ______ j Applied Loads Service loads entered . Load Factors will be app lied for calcula tions. Beam self weight calculated and added to loading Uniform Load : 0 = 0 .0170, Lr = 0 .020 ksf, Tributary Width = 10.0 ft , (High Roof Loads) Uniform Load : 0 = 0 .170 ksf, Tributary Width = 1 .0 ft, (9'H Wall DL) Uniform Load : 0 = 0 .0150 , L = 0 .040 ksf, Tributary Width= 10.0 ft , (Floor Loads) Q.i;.$!GN .. $VM.M.!JR.Y..... ................................ -·--.. _ -·-······ ......................... ............... _ !Maximum Bending Stress Ratio = 0.599 1 Maximum Shear Stress Ratio = Section used for this span 4x8 Section used for this span fb : Actual = 700 .94psi tv : Actual = F'b = 1 , 170.00psi F'v = Load Combination Locat ion of maximum on span Span# where maximum occurs Maximum Deflection Max Downward Trans ient Deflection Max Upward Transient Deflection Max Downward Total Deflection Max Upward Total Deflection = = +D+L 2.000ft Span# 1 0 .013 in Ratio = 0 in Ratio= 0 .031 in Ratio= 0 in Ratio= Maximum Forces & Stresses for Load Combinations Load Combinat ion lli'lax S!ress Ra!1os Segment Length Span# M v CD CM Ct CLx DOnly Load Combination Location of maximum on span Span # where maximum occurs Span : 1 : L Only n/a = = 3683>=360 0 <360 1558 >=180 0<1 80 Span: 1 : +D+0.750Lr+0 .750L n/a lli'lomen! 'Values CE Cfu ci cr M fb F'b 0.0 Length = 4 .0 ft 0.368 0.253 0.90 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.99 387 .8 1,053 .0 +D+L 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 Length = 4 .0 ft 0.599 0.412 1.00 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.79 700.9 1,170.0 +D+Lr 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 Length = 4 .0 ft 0.372 0 .256 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.39 544.4 1,462 .5 + D+O . 7 50Lr+O . 7 50L 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 Length= 4 .0 ft 0.506 0.348 1.25 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.89 740 .1 1,462 .5 +D+0 .750L 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0.0 Desi n OK 0 .412 : 1 4x8 74 .19 psi 180 .00 psi +D+L 3.401ft Span# 1 Sflear 'Values v fv F'v 0.00 0.0 0.0 0.69 41.0 162.0 0.00 0.0 0.0 1.26 74 .2 180.0 0.00 0.0 0 .0 0.97 57 .6 225 .0 0.00 0.0 0.0 1.33 78.3 225 .0 0.00 0.0 0.0 q 2234 S Center St #100 - 1011186658/13/2024 I wood Beam LIC#: KW-06017286 , Bu il d:20 .23 .08 .30 DESCRIPTION: HDR-1-Header VP HOME Project Title : Engineer : Project 10 : Project Oeser : Project File : SA Cente r.ec6 (c) ENERCALC INC 1983-2023 Maximum Forces & Stresses for Load Combinations Load Combination llllax Stress Raflos lllloment Values Sfiear Values Segment Length Span# M v CD CM Ct CLx c Cfu ci cr M fb F'b v fv F'v Length = 4.0 ft 0.463 0 .318 1.15 1.00 1.00 1.00 1.300 1.00 1.00 1.00 1.59 622 .7 1,345 .5 1.11 65 .9 207 .0 +0 .60D 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0 .0 0 .00 0.0 0.0 Length = 4.0 ft 0.124 0 .086 1.60 1.00 1.00 1.00 1.300 1.00 1.00 1.00 0 .59 232.7 1,872.0 0 .42 24 .6 288 .0 Overall Maximum Deflections Load Combination Span Max . "-" Defl Location in Span Load Combination Max. "+" Deft Location in Span +D+O . 750Lr+O . 750L Vertical Reactions Load Combination Max Upward from all Load Cond1t1ons Max Upward from Load Combinations Max Upward from Load Cases DOnly +D+L +D+Lr +D+O. 750Lr+O . 750L +D+0 .750L +0 .60D Lr Only L Only 0 .0308 2.015 0.000 Support notation : Far left is #1 0 .0000 Values in KIPS Support 1 Support 2 1.891 1.891 1.891 1.891 0 .991 0 .991 0 .991 0 .991 1.791 1.791 1.391 1.391 1.89 1 1.891 1.591 1.591 0 .595 0 .595 0.400 0.400 0 .800 0 .800 t{::-P~ A;>(~ l4 (§))~(II(/~)~~~ P'lt:,, /0 2234 S Center St #100 - 1011186658/13/2024 UNIFORM AND POINT LOAD ON CONTINUOUS FOOTING Footing Width (FW) = Footing Depth (FD) = Soil Bearing (SB) = Max. Soil Bearing = Plain Concrete Design : F'c= Tension Fb = Procedures : 12 in 12 in 1,500 psf 1 ,500 psf 2 ,500 ps i 80 psi Fsoil = ((D -FD)/12*1D)+SB F'soil = Fsoii-(D/12 *(150-110)) w = W *F'soil/12 W(") 12 X 12 X 15 X 18 X 21 X 24 X 12 X 15 X 18 X 21 X 24 X 12 X 15 X 18 X 21 X 24 X 12 X 15 X 18 X 21 X 24 X 12 X 15 X 18 X 21 X 24 X 30 X M = Fb *W*d"2/12"/6 L = (2 *M/w)"1/2 Pmax = 2*L*w D (") Fsoil (psf) F'soil (psf) 5 1,500 1,483 12 1,500 1,460 12 1,500 1,460 12 1,500 1,460 12 1,500 1,460 12 1,500 1,460 15 1,500 1,450 15 1,500 1,450 15 1,500 1,450 15 1,500 1,450 15 1,500 1,450 18 1,500 1,440 18 1,500 1,440 18 1,500 1,440 18 1,500 1,440 18 1 ,500 1 ,440 21 1 ,500 1,430 21 1 ,500 1,430 21 1 ,500 1,430 21 1 ,500 1,430 21 1,500 1,430 24 1,500 1,420 24 1,500 . 1,420 24 1,500 1,420 24 1,500 1,420 24 1,500 1,420 24 1,500 1,420 Soil Density = Concrete Density = Inc. Width (IW) = Inc. Depth (10) = w {#/ft} M ('#) 1,483 333 1,460 1 ,920 1,825 2 ,400 2 ,190 2 ,880 2 ,555 3 ,360 2 ,920 3 ,840 1,450 3 ,000 1,813 3 ,750 2 ,175 4 ,500 2 ,538 5 ,250 2 ,900 6 ,000 1,440 4 ,320 1,800 5,400 2 ,160 6,480 2 ,520 7 ,560 2 ,880 8 ,640 1,430 5 ,880 1,788 7 ,350 2 ,145 8 ,820 2 ,503 10 ,290 2 ,860 11 ,760 1,420 7 ,680 1,775 9 ,600 2 ,130 11 ,520 2 ,485 13,440 2 ,840 15 ,360 3 ,550 19 ,200 110 pcf 150 pcf 0 psf 0 psf L (ft) Pmax {#} 0 .67 1,989 1.62 4 ,736 1 .62 5 ,919 1.62 7 ,103 1.62 8 ,287 1.62 9,471 2.03 5 ,899 2 .03 7 ,374 2.03 8 ,849 2 .03 10 ,324 2 .03 11 ,798 2.45 7 .n~ 2.45 (8 ,818 2.45 1li,mr2 2.45 12 ,345 2.45 14 ,109 2.87 8 ,202 2.87 10 ,252 2.87 12 ,302 2.87 14 ,353 2.87 16,403 3 .29 9 ,340 3 .29 11 ,676 3 .29 14 ,011 3 .29 16 ,346 3 .29 18 ,681 3.29 23 ,351 Note : For point loads on footings with uniform loads , take the difference between "w" above and the uniform load , then multiply by two and by "L" ~bove for P'max . ~ II 2234 S Center St #100 - 1011186658/13/2024 Sheet: 22 3 4 S C E N T E R S T . # 1 0 0 , S A N T A A N A , C A 9 2 7 0 4 DE S C R I P T I O N Job No: 01/25/2023 Date: CO V E R T E X I S T I N G G A R A G E T O A D U A P R O J E C T F O R Drawn by: N.T.S. CS-1 RE V I S I O N DA T E Scale: De s i g n 10 3 2 2 T R A S K A V E , Ga r d e n G r o v e , C A 9 2 8 4 3 Ph o n e : ( 7 1 4 ) 4 1 7 - 1 8 3 9 - ( 6 5 7 ) 7 2 0 - 8 5 5 5 Em a i l : a r t . d e s i g n . g r o u p 2 0 2 2 @ g m a i l . c o m - EXISTING SITE P. AN - PROPOSED SITE P. AN GENERAL NOTES SITE PLAN NOTE: PLAN CHECK NOTES DRAINAGE DIRECTION AND SLOPE PROPERTY LINE CORNER POINTS KEYNOTE CALLOUTS 1 SITE PLAN-EXISTING 1ST FLOOR PLAN 1/7" = 1'-0" FLOOD ZONE NOTES SHEET INDEX CS-1 SITE PLAN, EXISTING FLOOR PLAN, VICINITY MAP, PROJECT DATA, SCOPE OF WORK EXISTING/ DEMOLISHED FLOOR PLANA-1 A-2 PROPOSED ELECTRIC PLAN, BUILDING SECTION A-3 PROPOSED BUILDING ELEVATIONS LEGAL DESCRIPTION PROJECT DATA SCOPE OF WORK EXISTING 1st UNIT A : 552.5 SF. EXISTING GARAGE: 606 SF. LOT SIZE: 6,825 SF. LOT COVERAGE: (552.5 +552.5+606+600+26+800) / 6,825= 45.96% LOT COVERAGE OWNER INFO EXISTING PARKING ON DRIWAY: 600 SF. CODE REQUIREMENT VICINITY G-1 CAL GREEN NOTE T-24 TITLE 24 EXISTING PORCH : 26 SF.PROPOSED FLOOR PLAN DOOR & WINDOW SCHEDULE 130' PROPERTY LINE 130' PROPERTY LINE 52 . 5 0 ' P R O P E R T Y L I N E REF.REF. W D W D (E) KITCHEN (E) KITCHEN (E) DINING ROOM (E) DINING ROOM (E) LIVING ROOM (E) LIVING ROOM (E) GARAGE 1 (E) GARAGE 2 (E) GARAGE 3 1st FLOOR1st FLOOR W/H W/H CE N T E R S T NEW ADU WA T E R WA T E R WA T E R NEW ADU 52 . 5 0 ' P R O P E R T Y L I N E WATER GAS 1 2 3 4 5 6 7 4 8 8 9 13 EXISTING 1st UNIT B : 552.5 SF. EXISTING PARKING : 800 SF. G-2 CAL GREEN NOTE CONDENSER (E) BEDROOM#1 (E) BEDROOM#2 (E) CLOSET (E) CLOSET (E) BEDROOM#1 (E) BEDROOM#2 REF. (E) CLOSET (E) W/D (N) UNIT 200 2 EXISTING 2ND FLOOR PLAN 1/7" = 1'-0" (E) CLOSET (E) CLOSET (E) CLOSET 2ND FLOOR2ND FLOOR QUOC TRAN Tel: 626-233-7947 Email: tquoc14@gmail.com 2ND FLOOR 1 1s t C O R R E C T I O N 1 SITE PLAN KEYNOTES 1 2 3 4 5 6 7 8 9 (E) ELECTRICAL PANEL (N) WATER HEATER FOR ADU (E) SIDE ACCESS STEEL GATE. 5 FT HIGH TO DEMOLISHED (E) DRIVEWAY (E) BLOCK WALL, 6FT HIGH (E) TREE LOCATION (E) CONCRETE PAVING (E) LANDSCAPE (GRASS) (E) GAS METER (E) WATER METER13 2 1 UNIT C W/H ADU W/H SN-1 GENERAL NOTE S-1 FOUNDATION PLAN , FLOOR FRAMING PLAN SD-1 STRUCTURE DETAIL 1 2 2n d C O R R E C T I O N 1-HR FIRE RATED EAVES N.T.S.2 1/2" GYP. BD. 5/8" TYPE X GYP. BD. SOLID BLOCKING 2 (N) UNIT 101(N) UNIT 102 (N) UNIT 100 (N) UNIT 101(N) UNIT 102 1st REVISION: REMOVE NEW GAS METER FOR ADU. NO NEW GAS METER FOR ADU A 1S T R E V I S I O N A A A REVISION TO BLDG #10118665 REVISION # 101121615 APPROVALS BLDG: GHuang PLNG: CSantana 2234 S Center St #1002/6/2025 2234 S Center St #1002/6/2025 2234 S Center St #1002/6/2025