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Home My WebLink About2019 W Camden Pl & Unit# 2 - PlanEXISTING EXTERIOR WALL EXISTING EXTERIOR WALL TO BE REMOVED EXISTING INTERIOR WALL EXISTING INTERIOR WALL TO BE REMOVED CONCRETE WALL CONCRETE WALL TO BE REMOVED NEW EXTERIOR WALL NEW EXTERIOR WALL - RATED NEW INTERIOR WALL NEW INTERIOR WALL - RATED NEW EXTERIOR HALF WALL 00 A00 00 D00 W00 0 SECTION KEY EXTERIOR ELEVATION KEY INTERIOR ELEVATION KEY DETAIL KEY KEY NOTE DOOR KEY WINDOW KEY REVISION REFERENCE KEY ABBREVIATIONS LEGEND & @ # A/C ACOUS. ADJ. A.F.F. ALUM. APPROX. ARCH. BD. BLDG. BLK. BLKG. BLW. BM. BOT. CAB. C.H. ¢ CL CLG. COL. CONC. CONST. DBL. DET. DN. DR. EA. ELEV. EQ. EQUIP. EXH. (E) EXP. EXT. FLR. F.D. FDN. FTG. FURR. G.M. GYPM. H.B. HDR. HDWD. HORIZ. INFO. INSUL. AND AT POUND OR NUMBER AIR CONDITIONING ACOUSTICAL ADJACENT ADJUSTABLE ABOVE FINISH FLOOR ALUMINUM APPROXIMATE ARCHITECTURAL BOARD BUILDING BLOCK BLOCKING BELOW BEAM BOTTOM CABINET CEILING HEIGHT CENTER LINE CEILING COLUMN CONCRETE CONSTRUCTION DOUBLE DETAIL DOWN DOOR EACH ELEVATION EQUAL EQUIPMENT EXHAUST EXISTING EXPANSION EXPOSED EXTERIOR FLOOR FLOOR DRAIN FOUNDATION FOOTING FURRING GASMETER GYPSUM HOSE BIBB HEADER HARDWOOD HORIZONTAL INFORMATION INSULATION LT. LAM. MTD. MTL. MUL. (N) N.I.C. N.T.S. O.C. OPP. OCC P.L. PLAM. PLBG. PLYWD. R.D. REF. REINF REQ'D RM. RWD. S.A. SHT. SHTG. SPEC. S.S. SL. DR. SKYLT. S.D. T. T.A. T.B. T.C. T.O. TV TYP. U.N.O. U.O.N. V.C.T. VERT. V.I.F. W/ W.C. WD. W.P. WT. LIGHT LAMINATE MOUNTED METAL MULLION NEW NOT IN CONTRACT NOT TO SCALE ON CENTER OPPOSITE OCCUPANCY PROPERTY LINE PLASTIC LAMINATE PLUMBING PLYWOOD ROOF DRAIN REFERENCE REFRIGERATOR REINFORCED REQUIRED ROOM REDWOOD SUPPLY AIR SHEET SHEETING SPECIFCATION STAINLESS STEEL SLIDING DOOR SKYLIGHT SMOKE DETECTOR TREAD TREE AREA TOWEL BAR TOP OF CONCRETE TOP OF TELEVISION TYPICAL UNLESS NOTED OTHERWISE UNLESS OTHERWISE NOTED VINYL COMPOSITION TILE VERTICAL VERIFY IN FIELD WITH WATER CLOSET WOOD WATERPROOF WEATHERPROOF WEIGHT 00 A00 0 VICINITY MAP AREA CALCULATIONS:PROJECT DATA ZONING: APN: TYPE OF OCCUPANCY GROUP: TYPE OF CONSTRUCTION: LOT AREA (NET): EXISTING LOT COVERAGE: EXISTING USE: EXISTING MAIN HOUSE: PROPOSED ADU: R-1 408-372-12 R3 & U V-B 6,002 SQ.FT. 2,085 SQ.FT. (34.7%) ONE STORY HOME, SFD NON-SPRINKLERED NON-SPRINKLERED SCOPE OF WORK DIRECTORY · CONVERT 73 SQ.FT GARAGE TO LIVING. · CONVERT 366 SQ.FT GARAGE TO ADU 1 BEDROOMS, 1 BATHROOMS, KITCHEN. · PROPOSED RELOCATING EXISTING GZEBO. CODE EDITIONS OWNER: 2019 W CAMDEN PL, SANTA ANA, CA 92704 TEL.: +1 (949) 350-1561 KAMI NGUYEN DESIGNER /ENGINEER: 14572 HARPER STREET MIDWAY CITY, CA 92655 TEL.: +1 909 534 7760 EMAIL. TYKE7074@YAHOO.COM THANH NGUYEN I. THE DEMOLITION PLAN INDICATES THE GENERAL SCOPE OF DEMOLITION ONLY. THE CONTRACTOR IS RESPONSIBLE FOR THE SPECIFIC SCOPE OF DEMOLITION WORK REQUIRED FOR THIS PROJECT, 2. BEFORE BEGINNING WORK AT THE SITE AND THROUGH OUT THE COURSE OF THE WORK CONTRACTOR SHALL FIELD VERIFY AND INSPECT THE LOCATIONS AND CONDITIONS OF EVERY ITEM AFFECTED BY THE WORK AND NOTIFY THE ARCHITECT OR OWNER OF ANY DISCREPANCIES IN ORDER TO OBTAIN CLARIFICATION BEFORE PROCEEDING WITH THE AFFECTED WORK 3. THE GENERAL CONTRACTOR SHALL INCLUDE IN THEIR [PRICING/BID], AN AMOUNT SUFFICIENT TO COVER THE COST OF REMOVING ALL EXISTING ELEMENTS OBSTRUCTING OR INTERFERING WITH INSTALLATION OF NEW VVORK VVHETHER OR NOT THE EXISTING CONDITION IS INDICATED ARCHITECTS DRAWINGS 4. THE GENERAL CONTRACTOR SHALL COORDINATE THE DEMOLITION AND TAKE ALL PRECAUTIONS REQUIRED TO MINIMIZE DISTURBANCE OF BUILDING OCCUPANTS 5. THE GENERAL CONTRACTOR SHALL REMOVE DEBRIS FROM THE PREMISES DAILY, KEEP OCCUPIED AREAS ADJACENT TO DEMOLITION BROOM CLEAN AND FREE OF DEBRIS, AND PREVENT DUST DEBRIS FROM MIGRATING OUT OF THE DEMOLITION AREA. 6. THE GENERAL CONTRACTOR SHALL PROTECT FROM DAMAGE ALL MATERIALS, CONSTRUCTION, UTILITIES AND OTHER ITEMS AND APPURTENANCES NOT SCHEDULED FOR DEMOLITION WITHIN OR THE BUILDING. DAMAGED ITEMS SCHEDULED TD REMAIN AND/OR BE REUSED SHALL REPAIRED TO MATCH ORIGINAL FINISH AT NO ADDITIONAL COST TO OWNER. 7. THE FOLLOWING ITEMS ARE TO BE REMOVED CAREFULLY TO AVOID DAMAGE, LEANED IF NECESSARY AND REUSED DURING CONSTRUCTION OF THIS PROJECT: A. ALL LIGHT FIXTURES AND CEILING MECHANICAL FIXTURES B. ALL PLUMBING FIXTURES AND ACCESSORIES C. DOORS AND WINDOWS. D. FURNITURE 8. REMOVE ALL OBSOLETE AND INACTIVE EXPOSED CONDUITS, JUNCTION BOXES, PIPES, DUCTS, SUSPENSION WIRES, TELEPHONE, DATA AND OTHER MISCELLANEOUS CABLE AND CAP. DEMOLITION NOTE A. APPLICATIONS FOR WHICH NO PERMIT IS ISSUED WITHIN 180 DAYS FOLLOWING THE DATE OF APPLICATION SHALL AUTOMATICALLY EXPIRE. (R105.3.2 CRC). B. THE INSTALLATION OF THE PV SYSTEM SHALL BE COMPLETED PRIOR TO FINAL INSPECTION. CBEES 10-10. C. WATER CLOSETS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.6 GALLONS OF WATER PER FLUSH, 1.28 GALLONS PER FLUSH AFTER JULY 1, 2011. (402.2 CPC). D. URINALS SHALL HAVE AN AVERAGE WATER CONSUMPTION OF NOT MORE THAN 1.0 GALLONS OF WATER PER FLUSH, 0.5 GALLONS PER FLUSH AFTER JULY 1, 2011. (402.2 CPC). E. SHOWER HEADS SHALL HAVE A WATER FLOW NOT TO EXCEED 1.8 GALLONS PER MINUTE. (402.1.1 CPC), F. -ITC EN AUCETS T E A I U LO RATE O -ITC EN AUCETS S ALL NOT E CEE ALLONS ER INUTE AT SI -ITC EN AUCETS A TE ORARIL INCREASE T E LO A O E T E A I U RATE UT NOT TO E CEE ALLONS ER INUTE AT SI AN UST E AULT TO A A I U LO RATE O ALLONS ER INUTE AT SI G. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH Sec. 604.1 OF THE CALIFORNIA PLUMBING CODE. Pex, CPVC AND OTHER PLASTIC WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH THE REQUIREMENTS OF Sec. 604 OF THE CPC, INSTALLATION STANDARDS OF APPENDIX 1 OF THE CPC AND THE MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN Sec.604.1.1 OF THE CPC PRIOR TO PERMIT ISSUANCE. H. ALL CONSTRUCTION SHALL COMPLY WITH THE 2022 EDITIONS OF THE CALIFORNIA RESIDENTIAL CODE, CALIFORNIA BUILDING CODE, CALIFORNIA ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE, AND 2022 CALIFORNIA ENERGY CODE. AGENCY REQUIREMENTS INDEX OF DRAWINGS I. TWO SEPARATE SITE VISITS AND REPORTS PREPARED BY THE ENGINEER OF RECORD FOR THE NEW HOME DESIGN ARE REQUIRED; (109.3.8 CBC) ELECTRICAL CODE, CALIFORNIA MECHANICAL CODE, CALIFORNIA PLUMBING CODE, CALIFORNIA FIRE CODE, AND 2020 CALIFORNIA ENERGY CODE. 1. THE ENGINEER OF RECORD SHALL INSPECT THE SLAB AND FOUNDATION SYSTEM INSTALLATION JUST PRIOR TO CONCRETE POUR TO VERIFY THAT THE FOUNDATION INSTALLATION IS IN ACCORDANCE WITH THE APPROVED PLANS AND DESIGN. THE ENGINEER OF RECORD SHALL THEN PREPARE A REPORT STATING THE FOUNDATION INSTALLATION IS IN ACCORDANCE WITH THE APPROVED PLANS AND DESIGN. THE FOUNDATION INSPECTION AND APPROVAL TO POUR CONCRETE WILL NOT BE APPROVED UNTIL THE INSPECTION CERTIFICATION LETTER BY THE ENGINEER OF RECORD HAS BEEN RECEIVED AND APPROVED BY THE CITY OF GARDEN GROVE BUILDING DIVISION. 2. THE ENGINEER OF RECORD SHALL ALSO INSPECT THE COMPLETED FRAMING SYSTEM OF THE HOME AFTER THE INSTALLATION OF THE ROUGH PLUMBING, MECHANICAL, ELECTRICAL SYSTEMS AND THE EXTERIOR OF THE HOMES HAS BEEN WEATHER WRAPPED. THE ENGINEER OF RECORD SHALL THEN PREPARE A REPORT STATING THAT THE FRAMING SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THE APPROVED PLANS AND DESIGN. THE ROUGH FRAMING, PLUMBING, MECHANICAL, ELECTRICAL AND EXTERIOR WEATHER BARRIER INSPECTION SHALL NOT BE APPROVED UNTIL THE INSPECTION CERTIFICATION LETTER BY THE ENGINEER OF RECORD HAS BEEN RECEIVED AND APPROVED BY THE CITY OF GARDEN GROVE BUILDING DIVISION. J. A PRE-CONSTRUCTION MEETING IS REQUIRED IMMEDIATELY PRIOR TO THE START OF CONSTRUCTION. THIS MEETING SHALL TAKE PLACE AT THE SITE OF THE NEW HOME. THE MEETING MUST INCLUDE A REPRESENTATIVE OF THE BUILDING DIVISION, THE GENERAL CONTRACTOR, A REPRESENTATIVE OF EACH OF THE SUBCONTRACTORS (ELECTRICAL, PLUMBING, MECHANICAL, GRADING, OFF-SITE CONTRACTOR, ETC.) DEPENDANT UPON WHAT SUB-CONTRACTORS ARE TO BE INVOLVED IN THE NEW CONSTRUCTION AND A REPRESENTATIVE OF THE OWNER MAY BE PRESENT. THE MEETING WILL REVIEW REQUIRED PERMITS, TEMPORARY POWER REQUIREMENTS, DOCUMENTS REQUIRED TO BE ON THE SITE, INSPECTION REQUIREMENTS, FIELD CORRECTION NOTICE PROCEDURE, CHANGES IN THE FIELD, FINAL INSPECTIONS AND GAS AND POWER RELEASES, QUESTIONS FROM THE CONTRACTORS OR OWNER AND ANY OTHER SPECIAL PROCEDURES OR CONDITIONS FOR THAT PARTICULAR NEW HOME. THE PRE-CONSTRUCTION MEETING SHALL BE SCHEDULED THROUGH THE BUILDING DIVISION FRONT COUNTER AT 714-229-6730. K. ALL DOORS AND WINDOWS SHALL MEET CITY OF SANTA ANA SECURITY ORDINANCE. L. PROVIDE FOR MAINTENANCE, REPAIR, AND REPLACEMENT BY A HOMEOWNERS ASSOCIATION (HOA) FOR ALL COMMON AREA LANDSCAPE, IRRIGATION, DRAINAGE FACILITIES, WATER QUALITY BMP'S, WATER SYSTEM LINES, FIRE SYSTEM LINES, SEWER SYSTEM LINES, AND PRIVATE SERVICE UTILITIES. M. CONCRETE SLAB AND UNDER-FLOOR INSPECTIONS SHALL BE MADE AFTER IN-SLAB OR UNDER FLOOR REINFORCING STEEL AND BUILDING SERVICE EQUIPMENT, CONDUITS, PIPING OR OTHER ANCILLARY BUILDING TRADE PRODUCTS OR EQUIPMENT ARE INSTALLED, BUT BEFORE ANY CONCRETE IS PLACED OR FLOOR SHEATHING IS INSTALLED, INCLUDING THE SUBFLOOR. (R109.1.1.1). N. ROUGH INSPECTION OF PLUMBING, MECHANICAL, GAS, AND ELECTRICAL SYSTEMS SHALL BE MADE PRIOR TO COVERING OR CONCEALMENT, BEFORE FIXTURES OR APPLIANCES ARE SET OR INSTALLED, AND PRIOR TO FRAMING INSPECTION. (R109.12). 0. THE PLANS SHALL PROVIDE STATEMENT SPECIFICALLY LISTING ALL REQUIRED SPECIAL INSPECTIONS FOR THE PROJECT. SPECIAL INSPECTIONS SHALL BE AS REQUIRED BY SECTION 1705 BOF THE CBC. 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA RESIDENTIAL CODE 2022 CALIFORNIA ADMINISTRATIVE CODE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA FIRE CODE TITLE 24, PART 6, CALIFORNIA ENERGY CODE SANTA ANA MUNICIPAL CODE A0.1 TITLE SHEET A0.2 SITE PLAN A1.1 EXISTING FLOOR PLAN ROOF PLAN A1.2 PROPOSED FLOOR PLAN ROOF PLAN A1.3 ELECTRICAL FLOOR PLAN A2.1 EXISTING ELEVATIONS A2.2 PROPOSED ELEVATIONS SECTIONS CG.1 CALGREEN BUILDING CHECKLIST CG.2 CALGREEN BUILDING CHECKLIST T24.1 TITLE 24 T24.2 TITLE 24 NOTE: THE ADU S.F. / SFD S.F. RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE ; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE. MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW ACCESSORY DWELLING UNITS (ADU) CONVERSION 2019 W CAMDEN PL, SANTA ANA, CA 92704 TITLE SHEET A0.1 PROJECT SITE BUS STOP 0.5 MILES PROJECT SITE STREET VIEW PROJECT SITE PROJECT SITE Bldg #'s 101120219-20 APPROVALS: PLNG - C. Santana BLDG - CSG POLICE - B. Martin PUBLIC WORKS - Y. Soto 2019 W Camden Pl & Unit# 24/15/2025 12 1311 456 48 56 47 57 49 55 CENTER LINE OF STREET CAMDEN PLACE PL 60' PL 60' PL 1 0 0 . 0 4 ' PL 1 0 0 . 0 4 ' 30 ' (IN FEET) 0 10 20 40 EXISTING SITE PLAN SCALE: 1/8"=1' 5'-3"4'-6" 22 ' 30 ' - 6 " 29 ' FOOTPRINT= 2085 S.FT. EXISTING 1-STORY HOUSE 5'-3" 2' 4' 16 ' - 6 " (E) CURB CUT (E) CONCRETE DRIVEWAY (E) SIDEWALK (E) CONCRETE EXISTING GAEBO (E) GRASS (E) GRASS (E) GRASS (E) GRASS(E) GRASS (E ) BL O C K W A L L 6' H E I G H T (E ) BL O C K W A L L 6' H E I G H T (E) BLOCK WALL 6' HEIGHT (E) WOOD FENCE (E) WOOD FENCE 6' HEIGHT (E ) W M PROTECT EXIST WATER METER (E) ELEC. PANEL (E)GARAGE (E)F.P FOOTPRINT = 110 S.FT. 10 ' - 6 " 10'-6" 2' 4' NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT. 3'-9" 12 1311 456 48 56 47 57 49 55 CENTER LINE OF STREET CAMDEN PLACE PL 60' PL 60' PL 1 0 0 . 0 4 ' PL 1 0 0 . 0 4 ' 30 ' (IN FEET) 0 10 20 40 PROPOSED SITE PLAN SCALE: 1/8"=1' 5'-3"4'-6" 22 ' 30 ' - 6 " 29 ' FOOTPRINT= 2085 S.FT. EXISTING 1-STORY HOUSE 5'-3" 3' m i n 4' 13 ' - 6 " (E) CURB CUT (E) CONCRETE DRIVEWAY (E) SIDEWALK (E) CONCRETE EXISTING GAEBO TO BE RELOCATED (E) GRASS (E) GRASS (E) GRASS (E) GRASS(E) GRASS (E ) BL O C K W A L L 6' H E I G H T (E ) BL O C K W A L L 6' H E I G H T (E) BLOCK WALL 6' HEIGHT (E) WOOD FENCE (E) WOOD FENCE 6' HEIGHT (E ) W M PROTECT EXIST WATER METER (E) ELEC. PANEL (N)100 AMP SUB-PANEL (E)GARAGE TO BE CONVERTED TO ADU (E) GARAGE TO BE CONVERTED TO LIVING (E)F.P FOOTPRINT = 110 S.FT. 10 ' - 6 " 10'-6" 3' M I N 4' P 3'-9" IMAGINARY LINE FOR FIRE SEPARATION DISTANCE BETWEEN ADU AND MAIN HOUSE 2'2' 1'-6"1 H R F I R E R A T E D E A V E S E E D E T A I L #5 / A 2 . 2 MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW SITE PLAN A0.2 2019 W Camden Pl & Unit# 24/15/2025 SL 5646 SL 6030 SL 6030 SL 6030 SL 6030 SL 5 646 SL 5 646 FAMILY BEDROOM #2BEDROOM #1 BEDROOM #3 BATH M.BATH M.BEDROOM KITCHEN GARAGE 439 SQ.FT. 2X16 DROP BM. (CAN BE REMOVE) REF dish washer DL 6668 EXISTING FLOOR PLAN SCALE : 1/4" = 1' W D WH LIVING AREA = 1,445 SQ.FT. F.P porchMA X 7 3 / 4 " ST E P D O W N MAX 7 3/4" STEP DOWN LAUNDRY 25'2'-3"10'11' 10 ' - 8 " 2' 2' 11 ' - 1 0 " 20'-6"4'2'-2"8'-10"12'-3" 13'-2"2'4'20'-6" 20 ' 27 ' - 6 " 5' - 6 " 6' 11 ' - 8 " 3' 12 ' 21'-6" 16'-6"4' 12 ' 28 ' - 6 " 50'-3" 28 ' - 6 " 20 ' - 6 " 49 ' MA X 7 3 / 4 " ST E P D O W N PORTION OF WALL DEMO FOR NEW WINDOW PORTION OF WALL DEMO FOR NEW WINDOW DEMOLITION OF THE EXISTING DOOR PORTION OF WALL DEMO FOR NEW DOOR DEMOLITION OF THE EXISTING GARAGE DOOR 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3:123:12 3:12 3:12 EXISTING ROOF PLAN SCALE : 1/4" = 1' FLAT ROOF MIN SLOPE 1:48 DEMOLITION OF THE EXISTING ROOF cutting back existing eaves MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW 03 12/26/2024 PLAN REVIEW EXISTING FLOOR PLAN ROOF PLAN A1.1 2019 W Camden Pl & Unit# 24/15/2025 (E)SL 5646 (E)SL 6030 (E)SL 6030 (E)SL 6030 (E)SL 6030 (E ) S L 5 646 (E ) S L 5 646 (E)FAMILY (E)BEDROOM #2(E)BEDROOM #1 (E)BEDROOM #3 (E)BATH (E)M.BATH (E)M.BEDROOM (E)KITCHEN REF dish washer (E)DL 6668 PROPOSED FLOOR PLAN SCALE : 1/4" = 1' 10'-2"10' 2' 5' 12 ' - 4 " (N)BATH (N)KITCHEN (E)W (E)D (E)WH (N)BEDROOM EXISTING WALL NEW WALL (E) = EXISTING (N) = NEW SL 5040: SLIDING WINDOW 5'-0"X4'0" EXISTING WALL TO BE REMOVED (N)SL 5040(N)SL 4040 TEMP.GL. (E)LIVING AREA = 1,445 SQ.FT. (N)ADU (E) GARAGE TO BE CONVERTED TO ADU = 366 SQ.FT. (N ) S L 3 030 (E)F.P 7' 1'-4"1'-4" 13'-2" di s h wa s h e r REF (N)C.L. 14 ' - 8 " 5' MA X 7 3 / 4 " ST E P D O W N (E)PORCH MA X 7 3 / 4 " ST E P D O W N (N ) S L 3 020 TE M P . G L . B A. 2 . 2 A A.2.2 B A. 2 . 2 A A.2.2 (N)LAUNDRY 25'2'-3"10'11' 10 ' - 8 " 2' 2' 11 ' - 1 0 " 20'-6"4'2'-2"8'-10"12'-3" 13'-2"2'4' 27 ' - 6 " 5' - 6 " 6' 11 ' - 8 " 3' 12 ' 21'-6" 16'-6"4' 12 ' 28 ' - 6 " 50'-3" 28 ' - 6 " 20 ' - 6 " 49 ' 2' - 7 " MA X 7 3 / 4 " ST E P D O W N DUCTLESS MINI SPLIT HEATPUMP SYSTEM. INSTALLATION PER MANUFACTURERS RECOMMENDATION WALL MOUNTED (N)AC-WH THE MAIMUM NOISE LEVEL TO THE NEAREST PROPERTY LINE SHALL NOT ECEED DECIBELS. 22X30 ATTIC ACCESS (N ) D 3 068 (N)D2668 (N ) D 2 468 (N ) D 2 468 W/D (N)LIVING AREA = 366 SQ.FT. (N)LIVING AREA = 73 SQ.FT. NEW 1-HR FIRE RATED WALL SEE DETAIL #1 ON SHEET A2.2 (E) GARAGE TO BE CONVERTED TO LIVING = 73 SQ.FT. (N ) T A N K L E S S WA T E R H E A T E R (N)2-STEPS RISE = 6" RUN=12" 3' 5' (N)LANDING (E)DRYER EXHAUST VENT TO ROOF 1-HR FIRE RATED EXTERIOR WALL SEE DETAIL #2 ON SHEET A2.2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3: 1 2 3:123:12 3:12 3:12 PROPOSED ROOF PLAN SCALE : 1/4" = 1' H H L L HL 3:123:12 3: 1 2 (N)COMP. SHINGLE ROOF TO MATCH EXISTING H LHL 1 H R F I R E R A T E D E A V E S E E D E T A I L #5 / A 2 . 2 VENTILATION NOTES: 1.-A MINIMUM OF 1" AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING WITH ADEQUATE CROSS VENTING FOR VAULTED CEILING. 2.THE ATTIC ACCESS SHALL BE A MINIMUM OF 22" X 30". A THIRTY-INCH MINIMUM CLEAR HEAD ROOM SHALL BE PROVIDED ABOVE THE ATTIC ACCESS. ATTIC ACCESS SHALL BE LOCATED AT A READILY ACCESSIBLE LOCATION. 3.MECHANICAL VENTILATION IS NOT LESS THAN 6 AIR CHANGES PER HOUR TYPE. THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM ANY OPENING INTO THE BUILDING. THE EXHAUST VENT SHALL BE EQUIPPED WITH BACK-DRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS. 4.PROVIDE OUTDOOR COMBUSTION AIR OPENINGS FOR THE MECHANICAL CLOSET WITH THE 2 PERMANENT OPENINGS METHOD PER CMC SECTION 701.4.1. ONE OPENING SHALL COMMENCE WITHIN12 INCHES OF THE TOP AND THE OTHER COMMENCING WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE. EAVE VENTING HLVENTS LOW VENTS HIGH NOTE: 1.THE VENTING DIAGRAM IS MEANT TO ILLUSTRATE TYPICAL TYPES OF VENTING. 2.NO VENTILATION IS REQUIRED FOR GARAGE 3.NO VENT HOLES ALLOWED ALONG 1-HR FIRE RATED EAVE. EAVE VENTING ROOF LINE HOUSE FOOTPRINT VENTING DIAGRAM NEW DOOR SCHEDULE DOOR ETERIOR SINLE ENTRY HALF FLAT LASS WOOD CLAD. FAMILY & TYPE THICKNESS 1 3/ HEIGHTWIDHT 3 DESCRIPTION FIBERLASS TEMPER LASS QUANTITY DOOR INTERIOR SINLE 2 PANEL WOOD 2 MDF NAME (N)D3068 (N)D2468 1 3/ 2 1 2(N)D2668 1 3/ 1DOOR INTERIOR SINLE 2 PANEL WOOD MDF NEW WINDOW SCHEDULE SLIDER WITH TRIM 1 LAIN FAMILY & TYPE HEIGHTWIDHT U - FACTOR .3 .23 SHGC QUANTITY 1 NET CLEAR OPENABLE AREA .2 NAME (N)SL 5040 (N)SL 4040 (N)SL 3020 temp.gl. SLIDER WITH TRIM 1 LAIN SLIDER WITH TRIM 1 LAIN TEMPERED LASS .3 .23 1.1 23 .3 .23 1 (N)SL 3030 SLIDER WITH TRIM 1 LAIN 33 .3 .23 1 MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW PROPOSED FLOOR PLAN ROOF PLAN A1.2 2019 W Camden Pl & Unit# 24/15/2025 (E)FAMILY (E)BEDROOM #2(E)BEDROOM #1 (E)BEDROOM #3 (E)BATH (E)M.BATH (E)M.BEDROOM (E)KITCHEN dish washer (N)BATH (N)KITCHEN (E)W (E)D (E)WH (N)BEDROOM (E)LIVING AREA = 1,445 SQ.FT. (N)ADU (E)F.P di s h wa s h e r (N)C.L.(E)PORCH (N)LAUNDRY GFCI 160 CFM HOOD SWITCH ON/OFF 6" FLEX VENT TO ROOF GARBAGE DISPOSAL SWITCH GFCI GFCI GFCI GFCI HE HE HE HE HE HE PC TC 3 3 D W.P/GFCIW/ OCC. SENSOR HE HE HE F M GFCI HE DUCTLESS MINI SPLIT HEATPUMP SYSTEM. INSTALLATION PER MANUFACTURERS RECOMMENDATION WALL MOUNTED (N)AC-WH THE MAIMUM NOISE LEEL TO THE NEAREST PROPERTY LINE SHALL NOT ECEED DECIBELS. 22X30 ATTIC ACCESS ELECTRICAL FLOOR PLAN SCALE : 1/4" = 1' GFCIW/D (N)LIVING AREA = 366 SQ.FT. (N)LIVING AREA = 73 SQ.FT. SDSDCO6'-6" PHOTOELECTRIC SMOKE DETECTOR 4'- 2 " SD SDSD (N ) T A N K L E S S WA T E R H E A T E R GFCI SDSDCO SDCO ELECTRIC RANGE NO GAS HOOK UP AT STOVE IAQ EXHAUST FAN 26 CFM 4" OVAL DUCT TO ROOF ELECTRICAL LEGEND H.E FLUORESCENT LIGHTING FIXTURE 5" RECESSED LIGHTING FIXTURE - CEILING MOUNTED OUTDOOR LIGHTING FIXTURE, WALL MOUNTED, SINGLE POLE TOGGLE SWITCH, +48", 8" ABOVE COUNTER DIMMER SWITCH, +48" INDECATED DEVICE/ RECEPTACLE HAS GFCI PROTECTIONGFCI ABBREVIATION FOR " WATERFROOF"W.P EXHAUSTED FAN W/ FLUORESCENT HIGH EFFICIACY LIGHTING COMBO SWICTH SEPERATELY WATERPROOF D HE W.P 15 & 20-AMP, 125-VOLT DUPLEX RECEPTACLE U.O.N., 15" ABOVE FLOOR, U.O.N. 15 & 20-AMP, 125-VOLT DUPLEX RECEPTACLE U.O.N., 12" ABOVE COUNTER U.O.N. SINGLE MULTI-FUNCTION CONTROL SWITCH, 48" ABOVE FLOOR 220V RECEPTACLE 220V HIGH EFFICIACY HE LIGHTING FIXTURE, WALL MOUNTED, +84 U.O.N BATTERY CARBON & MONOXIDE SMOKE ALARMS, CEILING MOUNTEDSDCO OCCUPANCY SENSOR +84 U.O.N W/ SENSOR HOSE-BIBB WITH AN ANTI-BACKFLOW DEVICE RECESSED EXHAUST FAN, SWITCH CONTROLLED LED FLOOD UNDER EAVE/ CANTILEVER I. 48" CLEAR REFRIGERATOR SPACE, PLUMB FOR WATER SUPPLY. VERIFY WIDTH AND DEPTH IF BUILT-IN REFRIGERATOR. 2.36" COOKTOP AND METAL EXHAUST HOOD ABV. W/LIGHT AND FAN. (SEE ENERGY SECTION BELOW FOR CURRENT REQUIREMENTS). 3.ACCESS TO ATTIC MUST BE WITHIN 20' OF UNIT AND SHALL HAVE A CONTINUOUS SOLID WALKWAY AT LEAST 24" WIDE. A SWITCH CONTROL IS ALSO REQUIRED (CMC 304.4.1). 4.BATH TUB. (SPECIFIED BY OWNER) (PROVIDE 12" x 12" TUB ACCESS IF SLIP JOINT.) 5. 5'-0" PRE-FAB FIBERGLASS TUB/SHOWER WITH WATER RESISTANT WAINSCOT TO 72" ABOVE DRAIN (UNLESS NOTED OTHERWISE). PROVIDE SHOWER CURTAINROD (UNLESS NOTED OTHERWISE). 11. BUIT-IN SHELVES BY OTHERS. 12. ELECTRIC TANKLESS WATER HEATER. 15. ELECTRIC VEHICLE CHARGING. 41. 34"-38" HIGH HANDRAIL ABOVE NOISING PER C.R.C R311.7.8.1 SEE DETAIL 1 (SHEET D1.1) 42. LINE OF SYNTHETIC STONE VENEER. SEE ELEVATION. 46. OPENINGS SHALL BE EQUIPPED WITH SOLID WOOD DOORS OR SOLID OR HONEYCOMBED CORE STEEL DOOR NOT LESS 1 3/8 INCHES THICK DOOR OR 20-MINUTE FIRE-RATED DOORS. DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING. WHERE THE GARAGE IS PROTECTED BY AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM, THE DOORS NEED ONLY BE SELF-CLOSING AND SELF-LATCHING. 48. GARAGE BENEATH HABITABLE ROOM ABOVE SHALL BE SEPARATED BY 6/8' GYP. BOARD ON THE GARAGE SIDE. 51. 5/8" TYPE "X" GYPSUM BOARD WALL AND CEILING UNDER THE INTERIOR STAIWAY. 52 AUTOMATIC GARAGE DOOR OPENER SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 325. FLOOR PLAN NOTES I. SHOWER AND TUB/SHOWER COMBINATION IN ALL BUILDING SHALL BE PROVIDED WITH INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THE THERMOSTATIC MIXING VALVE TYPE 2. BATH TUB: MAXIMUM HOT WATER TEMP DISCHARGING FROM THE BATHTUB AND WHIRLPPOL BATHTUB FILLER SHALL BE LIMITED TO 120 DEG F. 3. ULTRA FLOW FLUSH TOILET (1.28 GALLONS/FLUSH) AT ALL NEW BATHROOMS (CPC 2022 SECTION 411.2) 4. FINISH BACKING MATERIAL AND WATERROOFED MATERIAL AT SHOWER/ BATHTUB WALL SHALL BE CEMENTITOUS MATERIAL OR GUPSUM BOARD APPROVED FOR THIS INSTALLATION. WATER RESISTANT GYPSUM BOARD UNDER GLUE-ON TILE IS NOT ALLOWED. 5. SHOWER: A) THE SHOWER DOOR SIZE TO HAVE A NET OPENING OF AT LEAST 22-INCHES AND TO SWING OUT (R307). B) SHOWERS MUST HAVE WATERROOF WALL FINISH UP AT LEAST 6" ABOVE THE FLOOR. [CRC 2022 SECTION R307.2] C) GLASS SHOWER AND TUB ENCLOSURE MUST BE SAFETY GLAZING. [CRC 2022 SECTION R308.4.5] D) SHOVVERHEADS SHALL BE CERTIFIED TO THE PERFORMANCE CRITERIA OF THE US. EPA WATERSENSE SPECIFICATION FOR SHOWERHEADS. 6. THE MAX FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GPM AT 60 PSI THE MIN. FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GPM AT 20 PSI. 7. THE MAX. FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 GPM AT 60 PSI. 8. WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72 INCHES ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT BATHROOM NOTES I. ALL INTERIOR DOORS TO BE HOLLOW CORE 1 3/8" THICK UNLESS NOTED OTHERWISE, (SEE PLAN FOR SIZE), AT DOUBLE INTERIOR DOOR CONDITIONS PROVIDE DEADBOLT AT TOP OF INACTIVE DOOR. 2. ALL GARAGE SERVICE DOORS TO BE HOLLOW CORE 1 3/4" THICK EXTERIOR GRADE. (SEE PLAN FOR SIZE) 3. ALL ENTRY DOORS TO BE SOLID CORE 1 3/4" THICK (SEE PLAN FOR SIZE), AT DOUBLE ENTRY DOORS PROVIDE DEADBOL AT TOP AND BOTTOM OF INACTIVE DOOR. 4. ALL EXTERIOR FRENCH DOORS TO BE SOLID CORE 1 3/4" THICK (SEE PLAN FOR SIZE, AT DOOR DOUBLE FRENCH DOORS PROVIDE DEADBOLT AT TOP AND BOTTOM OF INACTIVE DOOR. 5. EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A NET CLEAR OPENING OF 5.7 S.F. THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE THE NET CLEAR HEIGHT OPENING SHALL BE NOT LESS THAN 24 INCHES AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES, EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5 SQUARE FEET. (C.R.C.R310.2.1) EMERGENCY ESCAPE AND RESCURE OPENING SHALL HAVE A SILL HEIGH NOT MORE THAN 44" ABOVE THE FLOOR. (C.R.C, R310.2.2) 6. WINDOW FALL PROTECTION: WHEN TOP OF THE WINDOWSILL IS LOCATED LESS THAN 24 INCHES ABOVE THE FINISH FLOOR AND GREATER THAN 72 INCHES ABOVE THE FINISH GRADE OR OTHER SURFACE BELOW ON THE EXTERIOR OF THE BUILDING, THE OPERABLE WINDOW SHALL COMPLY WITH THE R312.2.1 (1), (2) & (3). DOOR PLAN NOTES NOTE: PROVIDE CLOTHES DRYER MOISTURE EXHAUST DUCT (MIN 4 INCH DIA). TO THE OUTSIDE AND EQUIP WITH A BACK-DRAFT DAMPER. EXHAUST DUCT LENGTH IS LIMITED TO 14FT WITH 2 ELBOWS. (CMC 504.3) PROVIDE 1" UNDERCUT AT DOOR FOR MAKE UP AIR PROVIDE 14"X8" GRILLE ABOVE DOOR FOR MAKE UP AIR MAKE UP AIR AT LAUNDRY ROOM 6" SINGLE POLE LIGHT SWITCH HITH MANUAL-ON OCCUPANT SENSORM RECESSED 'FLUORESCENT' LIGHT FIXTURE WITH VAPOR PROOF LENS COVER (GFCI AT HYDROMASSAGE TUBS)F SWITCH, +48". TC: TIME CLOCK W/ 2HR BYPASSPC: PHOTOCELL SENSOR. PC-TC SHALL BE CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT DOES NOT OVERRIDE TO ON 120V RECEPTACLE AT ATTIC 1. MECHANICAL VENTILATION FOR TOILET COMPARTMENTS AND BATHROOMS SHALL BE PROVIDED BY AN EXHAUST FAN W/A A MINIMUM EXHAUST RATE OF 50 CFM, (C.M.C TABLE 403.7), AND BE RATED FOR SOUMD AT A MAX 3 SONE, VENTED TO OUTSIDE AIR. 2. PROVIDE LISTED NON-REMOVABLE TYPE BACK FLOW PREVENTATION DEVICE AT ALL HOSE BIBBS. C.P.C. 603.4.7. 3. SHOVVERS AND TUB-SHOWER COMBINATIONS SHALL BE PROVIDED W/ INDIVIDUAL CONTROL VALVES OF THE PRESSURE BALANCE OR THETHERMOSTATIC MIXING VALVE TYPE.C.P.C. 418. 4. ALL 120-VOLT, SINGLE PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT IN FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, SUN ROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER COMBINATION TYPE INSTALLED TO PROVIDE PROTECTION OF THE BRANCH CIRCUIT. C.E.C.210.12 B. 5. ALL RECESSED LUMINARIES IN INSULATED CEILINGS, INCANDESCENT OR FLUORESCENT SHALL BE AIRTIGHT (A.T.) AND FOR INSULATION COVER (I.C.) 6. ALL 125-VOLT, 15- AND 20-AMPERE OUTLETS SHALL BE LISTED TAMPER-RESISTANT PER C.E.C. 406.11 AND 210.52. 7. 2022 CALGREEN WATER EFFICIENCY AND CONSERVATION REQUIREMENTS: A.SHOWERHEADS SHALL HAVE A MAXIMUM FLOW RATE OF NOT MORE THAN 1.8 G.P.M. AT 80 PSI. B.THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 G.P.M. AT 60 PSI. C.THE MAXIMUM FLOW RATE OF KITCHEN FAUCETS SHALL NOT EXCEED 1.8 G.P.M.AT 60 PSI. D.THE EFFECTIVE FLUSH VOLUME OF ALL WATER CLOSETS SHALL NOT EXCEED 1.28 GAL./FLUSH. 8. REQUIRED GREAT ROOM, BONUS ROOM, OR OTHER LOCATION FOR POSSIBLE HOME THEATER INSTALLATION SHALL BE SUPPLIED BY A SEPARATE 20 AMP CIRCUIT AND SHALL NOT INCLUDE ANY OTHER LIGHTS, FANS, OR ANY OTHER UN- RELATED RECEPTACLES. 9. PROVIDE (5) rg6 AND (1) GROUND TO WEATHERPROOF EMT BOX AT CHIMNEY OR EVE FROM C DE FOR SATELLITE AND/OR ANTENNAE PREWIRE IN ADDITION PROVIDE (2) MINIMUM 1" OD CONCUITS FROM CDE TO NEAREST ATTIC ACCESS, 10. LOW VOLTAGE CONTRACTOR TO PROVIDE A cat5e WIRE TO ALL THERMOSTATS, DOORBELL PUSH BUTTON LOCATIONS, AND ELECTRIC METERS, SEE SWSMS SECTION 15. 11, ALL INSTALLATION OF LOW VOLTAGE WIRING AND SYSTEM MUST COMPLY WITH THE CURRENT VERSION OF THE MASTER BUILDERS STRUCTURED WIRING SYSTEMS MINIMUM SPECIFICATIONS. 12. WHEN ONE OR MORE SMOKE ALARMS ARE REQUIRED THE ALARMS WILL ACTIVATE ALL THE A LARMS IN THE INDIVIDUAL UNIT. 13. SMOKE ALARMS SHALL BE IN ACCORDANCE WITH UL 217. SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHALL LISTED. 14. WHEN ONE OR MORE C.O. ALARM IS REQUIRED TO BE INSTALLED WITHIN THE DWELLING UNIT OR WITHIN A SLEEPING UNIT THE ALARM SHALL BE INTERCONNECTED IN A MANNER THAT ACTIVATION OF ONE ALARM SHALL ACTIVE ALL THE ALARM IN THE INDIVIDUAL UNIT. 15. SINGLE-AND MULTIPLE-STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2034, CARBON MONOXIDE DETECTORS SHALL BE LISTED AS COMPLYING WITH THE REQUIREMENTS OF UL 2075. 16. PROVIDE EXHAUST FANS IN ANY ROOM, WHICH CONTAINS A BATHTUB, OR SHOWER. FANS MUST BE ENERGY STAR COMPLIANT WITH HUMIDISTAT CONTROLS - HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50% TO 80%. (4.506.1 CGBSC). 17. THE HOOD SHALL MEET OR EXCEED EITHER THE MINIMUM AIRFLOW IN ACCORDANCE WITH TABLE 150.0-E OF THE MINIMUM CAPTURE EFFICIENCY IN ACCORDANCE WITH THE TABLE 150.0-E, AND TABLE 150.0-G. CAPTURE EFFICIENCY RATINGS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E3087 AND LISTED IN A PRODUCT DIRECTORY APPROVED BY THE ENERGY COMMISSION. 18.INDOOR LIGHTING CONTROLS NOTES: a ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS. b. UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING. c. LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS. GENERAL UTILITY NOTES 1)ALL WINDOWS MUST HAVE DUAL GLASS PANE. 2)CLOTHES DRYER VENT TO OUTSIDE EXCEED THE 14FT MAXIMUM LENGTH AND THE MAXIMUM 2 90-DEGREE ELBOWS. 3) PROVIDE A MINIMUM OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR AT THE DRYER CLOSET. CMC SECTION 504.3.2. 4) THE WINDOWS AT BEDROOMS SHALL BE EGRESS WINDOWS PER SECTION R310 OF THE CRC 2022. THE MINIMUM NET CLEAR OPENABLE AREA OF THE WINDOW SHALL TOTAL 5.7 SQUARE FEET WITH A MINIMUM NET CLEAR OPENABLE HEIGHT 0F 24 INCHES AND MINIMUM NET CLEAR OPENABLE WIDTH 0F 20 INCHES. THE SILL MUST 44" TO CLEAR OPENING. 5) A HOSE BIBB WITH ANTI-BACK-FLOW DEVICE IS REQUIRED AT FRONT AND REAR OF THE HOUSE. 6) THE KITCHEN VENT-A-HOOD SHALL VENT TO THE OUTSIDE OF THE BUILDING, OR PROVIDE OTHER KITCHEN EXHAUST TO COMPLY VVITH 2008 ENERGY STANDARD. 7) THE EXTERIOR LANDING FOR ALL IN-SWINGING OR SLIDING DOORS SHALL NOT BE MORE THAN 7-3/4" FROM TOP OF THRESHOLD CRC SECTION R311.3.2. 8) ALL PRESIDENTIAL BUILDING, INCLUDING NEW, ADDITIONS & ALTERATIONS, SHALL COMPLY WITH THE MANDATORY REQUIREMENTS OF 2022 CALIFORNIA GREEN BUILDING CODE (CGBC A4.602). 9) SLABS UNDER LIVING AREA AND IN GARAGE SHALL BE REINFORCED WITH WIRE MESH. 10) THE ELEVATION SHALL NOT EXCEED 1 1/2 DIFFERENCE THAN THE THRESHOLD OF THE DOOR WAY (7 3/4" IF THE DOOR DOES NOT SWING OVER THE LANDING OR STEPS) IN EACH DIRECTION. 11) EARTHQUAKE-ACTUTED GAS SHUTOFF VALVES DESIGNED TO AUTOMATICALLY SHUT OFF THE GAS AT THE LOCATION OF THE VALVE IN THE VENT OF A SEISMIC DISTURBANCE AND CERTIFIED BY THE STATED ARCHITECT AS CONFORMING TO CALIFORNIA CODE OF REGULATIONS, TITLE 24, PART 12, CHAPTER 12-16-1. 12) ALL DOORS & WINDOWS SHALL MEET CITY SECURITY ORDINANCE. 13) ATTIC ACCESS A MINIMUM OF 22"X30" NOT OVER 20' FROM THE EQUIPMENT. 14) UNOBSTRUCTED PASSAGEWAY 24" WIDE X 30" HIGH WITH SOLID CONTINUOUS FLOORING FROM THE ACCESS TO THE EQUIPMENT/CONTROL PANEL. THE PASSAGEWAY SHALL BE AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE. 15) A LEVEL, UNOBSTRUCTED WORK PLATFORM NOT LESS THAN 30" SQUARE IN FRONT OF THE EQUIPMENT WITH 30" HEADROOM. [§304 CMC] 16) A 120V RECEPTACLE AND ALIGHT NEAR THE EQUIPMENT. THE LIGHT SAITCF1 SHALL BE LOCATED AT THE ATTIC ACCESS 17) SHOWERS AND WALLS ABOVE BATHTUBS WITH SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 6FT ABOVE THE FLOOR [§307.2 CRC] 18) TANKLESS WATER HEATERS SHALL BE NATIONALLY LISTED AND BE INSTALLED IN ACCORDANCE WITH THE INSTALLATION INSTRUCTIONS THAT WERE APPROVED AS PART OF THEIR LISTING. 19) THE GAS PIPING SERVING THIS APPLIANCE MUST BE SIZED IN COMPLIANCE WITH THE WATER HEATER'S LISTED INSTALLATION INSTRUCTIONS AND THE 2022 CALIFORNIA PLUMBING CODE [§R504.3.1 CRC] GENERAL NOTES MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW ELECTRICAL FLOOR PLAN A1.3 2019 W Camden Pl & Unit# 24/15/2025 SL 6030 SL 6030 BEDROOM #3M.BEDROOMGARAGE 12 3 12 3 porch (E)SOUTH ELEVATION SCALE : 1/4" = 1' COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " STUCCO STONE VENEER SL 5646 SL 6030 SL 6030 FAMILYBEDROOM #2 BEDROOM #1 12 3 FAMILY F.P (E)NORTH ELEVATION SCALE : 1/4" = 1' COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " STUCCO GARAGE 12 3 12 3 BEDROOM #2BEDROOM #3M.BEDROOM (E)EAST ELEVATION SCALE : 1/4" = 1' COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " STUCCO STONE VENEER SL 5646 SL 5646 FAMILY KITCHEN GARAGE 12 3 12 3 (E)WEST ELEVATION SCALE : 1/4" = 1' COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " STUCCO MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW EXISTING ELEVATIONS A2.1 2019 W Camden Pl & Unit# 24/15/2025 (E)SL 6030 (E)SL 6030 (E)BEDROOM #3(E)M.BEDROOM 12 3 12 3 (E)PORCH (N)SOUTH ELEVATION SCALE : 1/4" = 1' (E)COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " (E)STUCCO (E)STONE VENEER (N)STONE VENEERTO MATCH EXISTING (N)SL 4040 TEMP.GL.(N)SL 5040(N)STUCCO TO MATCH EXISTING (N)ADU (N)KITCHEN (N)BEDROOM (N)COMP. SHINGLE ROOF TO MATCH EXISTING NOTE: INSTALL THE SHUTTER/ WINDOWS TRIM TO ALL STREET-FACING WINDOWS (EXISTING & NEW) 12 3 12 3 (E)BEDROOM #2(E)BEDROOM #3(E)M.BEDROOM (N)EAST ELEVATION SCALE : 1/4" = 1' (E)COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " (E)STUCCO (E)STONE VENEER (N)BEDROOM (N)ADU (E)STUCCO (E)COMP. SHINGLE ROOF (N)COMP. SHINGLE ROOF TO MATCH EXISTING (E)SL 5646 (E)SL 5646 (E)FAMILY (E)KITCHEN 12 3 12 3 (N)WEST ELEVATION SCALE : 1/4" = 1' (E)COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " (E)STUCCO (N)SL 3030 (N)SL 3020 TEMP.GL. (N)STUCCO (N)ADU (N)KITCHEN(N)BATH INSTALL WEEP SCREED BELOW THE FOUNDATION PLATE LINE PER CRC 703.6.2.1 WEEP SCREED SHALL BE MIN. 2" ABOVE PAVED AREAS OR 4" ABOVE EARTH (TYP.) 78" THICK MIN. (3 COAT STUCCO) O/ METAL LATH 2 LAYERS OF GRADE "D" PAPER 12" OSB OR CDX PLYWOOD W/ 8d NAILS 6" @ EDGES AND 12" @ FIELD 2X4 STUDS @ 16" O.C. R13 BATT INSULATION 12" SHEETROCK (TYP.) SEE DETAIL#4 ON SHEET A2.2 SEE DETAIL#3 ON SHEET A2.2 (E)SL 6030 (E)SL 6030 (E)BEDROOM #3(E)M.BEDROOM 12 3 12 3 (E)PORCH (E)COMP. SHINGLE ROOF 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " (E)STUCCO (E)STONE VENEER (E) CEILING (N)R-15 WALL (TYP.) (N)R-30 INS. (TYP.)(E)R.J. (E)C.J. (E) 4" CONCRETE SLAB (E)COMP. SHINGLE ROOF (N)KITCHEN (N)BEDROOM(N)ADU SECTION A-A SCALE : 1/4" = 1' (N)COMP. SHINGLE ROOF TO MATCH EXISTING 1' - 6 " (E)CRAWL-SPACE 8' 4' - 1 " 1' - 2 " FF +1'2" TOP OF ROOF +13'3" FC +9'2" GRADE ±0' 13 ' - 3 " 12 3(E)COMP. SHINGLE ROOF 12 3 (E)COMP. SHINGLE ROOF (E)R.J. (E)C.J.(E) CEILING (N)R-30 INS. (TYP.)(E)R.J. (E)C.J.(E) CEILING(N)R-15 WALL (TYP.) (E) 4" CONCRETE SLAB (E)FINISHED FLOOR(N)ADU(N)KITCHEN (E)FAMILY(E)KITCHEN(E)LAUNDRY SECTION B-B SCALE : 1/4" = 1' ADDRESS NUMBER NOTES - SHOW LOCATION OF THE ADDRESS NUMBER ON SITE PLAN, ADDRESS NUMBER SHALL BE LEGIBLE AND PLACED IN A POSITION THAT IS VISIBLE FROM THE STREET OF ROAD FRONTING THE PROPERTY. - ADDRESS NUMBER SHALL BE ARABIC NUMBER OR ALPHABETICAL LETTERS. - NUMBER SHALL NOT BE SPELLED OUT. - EACH CHARACTER SHALL BE NOT LESS THAN 4 INCHES IN HIGH WITH A STROKE WTH OF NOT LESS THAN 55 INCH EXTERIOR FINISHES NOTES - ALL EXPOSED PLYWOOD TO BE EXTERIOR GRADE. - ALL EXPOSED WOOD TRIM, PLYWOOD, SHUTTERS, POSTS AND CORBELS TO BE "RESAVVN" AND SHALL BE PRIMED ON ALL SIDESPRIOR TO INSTALLATION/ASSEMBLY. - ALL EXPOSED POST TO BEAM HARDWARE TO HAVE HIDDEN INSTALLATION OR STRUCTURALLY APPROVED 'ORNAMENTAL' CONNECTORS \MTH A TEXTURED BLACK POWDER COAT FINISH. EXTERIOR PLASTER OF GRADED PAPER OVER ALL WOOD BASE SHEATHING ADHERED VENEER MATERIAL STONE VENEER, CLIFFSTONE CAMBRIA NATIONWIDE HEIGHT: 1.25"–5.5" LENGTH: 4"–21.25" THICKNESS: .625"–2.375" (OR EQUIVALENT TO MATCH EXISTING) NOTE: ON EXTERIOR STUD WALLS, ADHERED MASONRY VENEER SHALL BE INSTALLED: 1. MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH; 2. MINIMUM OF 2 INCHES (51 MM) ABOVE PAVED AREAS; OR 3. MINIMUM OF 1/2 INCH (12.7 MM) ABOVE EXTERIOR WALKING SURFACES THAT ARE SUPPORTED BY THE SAME FOUNDATION THAT SUPPORTS THE EXTERIOR WALL. STUCCO OVER 2 LAYERS GRADE 'D' PAPER WHEN WALL IS SHEATHED ON THE EXTERIOR, LAP BOTH LAYERS OF BUILDING PAPER OVER THE WEEP SCREED FLANGE CONCRETE SLAB MAINTAIN THIS CLEARANCE WHEN THE WEEP SCREED IS ADJACENT TO AN EXTERIOR CONCRETE SLAB CONCRETE SLAB + FOOTING OR CURB 3" M I N TO C O N C . 2" M I N 1" M I N 3. WEEP SCREED DETAILS MIN. 26 GA.G.S. PLASTER WEEP SCREED W/ 31 2" VERTICAL NAILING FLANGE EXTERIOR FINISH GRADE STUCCO OVER 2 LAYERS GRADE 'D' PAPER WHEN WALL IS SHEATHED ON THE EXTERIOR, LAP BOTH LAYERS OF BUILDING PAPER OVER THE WEEP SCREED FLANGE PRESSURE TREATED WOOD PLATE SEAL TO CONCRETE W/ CONT. BEAD OF SEALANT MIN.26 GA. G.S. PLASTER WEEP SCREED W/ 3-1/2" VERTICAL NAILING FLANGE 1" MI N . TO F I N . G R A D E 4" M I N . 8" M I N . CONC. SLAB FOOTING OR CURB MANUFACTURER: STUCCO SUPPLY CO. OF SAN JOSE THREE COAT STUCCO IS APPLIED IN THREE LAYERS: SUPERIOR PREMIUM CEMENT: 3/8-INCH THICK SCRATCH COAT, 3/8-INCH THICK BROWN COAT. EXTERIOR STUCCO: 1/8-INCH THICK FINISH COAT ICC-ES EVALUATION REPORT ESR-4644 4. THREE COAT STUCCO: THREE COAT STUCCO SYSTEM TYPICAL DETAIL GYPSUM WALLBOARD, GYPSUM SHEATHING, WOOD STUDS EXTERIOR SIDE: ONE LAYER 48" WIDE 5/8" TYPE X GYPSUM SHEATHING APPLIED PARALLEL TO 2 X 4 WOOD STUDS 24" O.C. WITH 13/4" GALVANIZED ROOFING NAILS 4" O.C. AT VERTICAL JOINTS AND 7" O.C. AT INTERMEDIATE STUDS AND TOP AND BOTTOM PLATES. JOINTS OF GYPSUM SHEATHING MAY BE LEFT UNTREATED. EXTERIOR CLADDING TO BE ATTACHED THROUGH SHEATHING TO STUDS. INTERIOR SIDE: ONE LAYER 5/8" TYPE X GYPSUM WALLBOARD, WATER-RESISTANT GYPSUM BACKING BOARD, OR GYPSUM VENEER BASE APPLIED PARALLEL OR AT RIGHT ANGLES TO STUDS WITH 6D COATED NAILS, 17/8" LONG, 0.0915" SHANK, 1/4" HEADS, 7" O.C. (LOAD-BEARING) GA FILE NO. WP 8105 GENERIC 1 HOUR FIRE EXTERIOR WALLS Thickness: Varies Approx. Weight: 7 psf Fire Test: See WP 3510 (UL R3501-47, -48, 9-17-65, UL Design U309; UL R1319-129, 7-22-70, UL Design U314) 5. 1 HOUR FIRE RATED EAVE DETAIL 6. 0' EAVE DETAIL MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW 03 12/26/2024 PLAN REVIEW PROPOSED ELEVATIONS SECTIONS A2.2 1. 1 HOUR RATED WALL AND STC 50 TO 54 STC SOUND 2. 1 HOUR FIRE RATED EXTERIOR WALL DETAIL 2019 W Camden Pl & Unit# 24/15/2025 CONCRETE NOTES All reinforcing to be accurately and securely located prior to pouring concrete. All horizontal reinforcement to have matching dowels at corners of walls. All vertical reinforcement to have matching dowels to footing, U.O.N. 2. 3. Concrete is reinforced and cast-in-place unless otherwise noted. Where reinforcing is not specifically shown or where details are not given, provide reinforcing similar to that shown for similar conditions, subject to review by the owner's representative. 1. All phases of work pertaining to the concrete construction shall conform to the latest edition of ACI318 "Building Code Requirements for Reinforced Concrete", and the latest edition of ACI117 "Specifications for tolerances for concrete construction and materials". 2. All structural concrete shall have a minimum compressive strength at 28 days shall be min 2500 psi, U.N.O. 3. No more than one grade of concrete shall be on the job site at any one time.4. Concrete mixes shall be prepared with type II/V portland cement conforming to ASTM C150.5. Concrete mix designs containing fly ash may be used where concrete is not visually exposed. Fly ash shall conform with ASTM C618 and may replace up to 20% porland cement by volume. 6. Concrete mix proportioning shall meet statistical strength requirements of ACI 301 and ACI 214R. Mix designs showing compliance with strength requirements to be submitted to E.O.R for review. 7. Normal weight concrete aggregates shall conform to ASTM C33. Light weight concrete aggregates shall conform to ASTM C330. 8. Concrete strength test reports shall be in compliance with ACI 318 and shall be submitted to E.O.R. 9. Water used in mixing concrete shall conform with ASTM C1602.10. Thoroughly clean and roughen all hardened concrete and masonry surfaces to receive new concrete. Interface shall be roughened to a full amplitude of 1/4", U.O.N. 11. REIFORCING STEEL NOTES Reinforcing steel shall conform to ASTM A615, Grade 60 for all sizes.1. 4.Coverage shall be: 3" clear for concrete cast against earth, 2" clear for concrete exposed to moisture but not cast against earth, and 1 1/2" for all other conditions. (U.N.O) Framing contractor should notify E.O.R. in writing if the roofing weight exceeds 10 psf prior to construction. Typical ceiling joists with dead load DL = 6.0 psf, live load LL = 10.0 psf: - Floor: 23/32" APA rated Sturd-I-Floor T&G Exp I with min. span rating of 24" o.c. with 10d common nails (B.N. @ 6" o.c., E.N. @ 6" o.c., F.N. @ 12" o.c.) All Versa-lam laminated veneer lumber members (LVL) shall be fabricated and erected in accordance with ICC ES ESR-1040 9.Stud walls perpendicular to a concrete or masonry wall shall be bolted to the concrete or masonry wall with 5/8" diameter x 8" A307 bolts at top, mid-height and bottom. 8. 6. 2x4 2x6 2x8 Spacing Max spanMax spanSpacingMax spanSpacing 12" 16" 24"7'-7" 8'-10" 9'-10"12" 16" 24"12'-6" 14'-5" 16'-0"12" 16" 24"15'-9" 18'-4" 20'-5" WOOD SPECIFICATIONS & NOTES - Beams/ Post/ Rafters & all other structural framing:2x, 4x members: No. 2 6x, 8x members: No. 1 - Beam/Headers with 1 3/4" wide:Fb = 2800 psi, Fv = 285 psi, E = 2.0E6 psi Sawn framing lumber - Douglas Fir-Larch U.N.O:1. Engineered lumber:2. Hold-down connector bolts into wood framing require approved plate washers; and hold-downs shall be finger tight and wrench turned just prior to covering the wall framing. Connector bolts into wood framing require steel plate washers on the post on the opposite side of the anchorage device. Plate size shall be a minimum of 0.299 inch by 3 inches by 3 inches.(2305.5) - Roof diaphragm nailing to be inspected before covering. Face grain of plywood shall be perpendicular to supports. Floor shall have tongue and groove or blocked panel edges. Plywood spans shall conform with Table 2304.8(1). - Studs: use Stud grade if height up to 9'-0" and No. 2 if taller than 9'-0". - Plates and blocking: No. 2 - All lumber in contact with concrete or masonry to be pressure preservative treated. - All framing lumber shall have 19% maximum moisture content at time of installation and fabrication. - Beam/Headers with 3 1/2" and wider:Fb = 3100 psi, Fv = 285 psi, E = 2.0E6 psi - Rimboard:Fb = 1750 psi, Fv = 225 psi, E = 1.3E6 psi - Roof: use 15/32" APA rated sheathing Exp 1 with a min. panel index of 32/16 with 8d common nails (B.N. @ 6" o.c., E.N. @ 6" o.c., F.N. @ 12" o.c.) Diaphragm (U.N.O. on plan):3. - All structural rated panels must be stamped by one of the following approved agencies, APA, PFS/TECO or Pittsburg. - Refer to NER 108 for installation and conditions of use Structural Glued laminated members:4. b. Adhesive shall be exterior type adhesive meeting requirements of US commercial standard PS-56 and ASTM D3737. a. All structural glued laminated members shall be combination 24F-V4 DF/DF (24F-V8 DF/DF at all continuous or cantilever applications) fabricated and erected in accordance with ANSI/ASTM standard A190.1 and ASTM D3737. c. The fabricator shall furnish AITC certificates to the structural engineer and the building inspection department prior to framing inspection. SIZE, HEIGHT AND SPACING OF WOOD STUDS Bearing Walls 10ft max.Non-Bearing Walls maximum spacing when supporting Stud Height Max. SpacingRoofOne floor & roof Two floor & roof One floor only Stud size Bearing walls exceeding 10'-0" must be designed case by case. 2x4 3x4 2x6 2-2x4 2-2x6 24 24 24 - - 16 24 24 - - 16 16 16 24 (inches)(inches)(inches)(inches)(inches)(feet) 24 24 24 14 14 20 24 24 24 not allowed -- - - - Typical stud wall table:5. - I-joists shall be manufactured by Weyerhaeuser or equivalent approved ICC manufactured product. 7. Install windows and doors in stud walls after dead loads are applied, and provide a 1/2" shim space at the head condition. 10. All posts shall be full height from foundation to roof. Where posts are discontinous at joist space and/or from top of beams/headers to lower top plate, block this space with stud post. 11. Blocking and bridging - provide as follows: - 2x solid blocking between joists and rafters over support. - 2x solid blocking between joists and rafter not over 8'-0" on center nor more than 8'-0" from support. - Omit blocking between ceiling joists and rafters 2x8 and smaller. 12. - Adhesive used to attach floor sheathing to framing elements shall conform with APA specification AFG-01. All vertical pipes through plates and/or solid rim beams must be drilled clean cut w/ 1/16" tolerance. do not notch or cut plates. 13. 14. NAILING SCHEDULE TABLE R602.3 (1) 1. Joist to sill or girder 2. Bridging to joist 3. 1" X 6" subfloor or less to each joist 4. Wider than 1" x 6" subfloor to each joist 5. 2" subfloor to joist or girder 6. Sole plate to joist or blocking Sole plate to joist or blocking at braced wall panel 7. Top plate to stud 8. Stud to sole plate 2x4 Stud 2x6 Stud 2x8 Stud 9. Double studs 6-8d 4-16d 8-8d 6-16d 11. Blocking between joist or rafters to top plate 12. Rim joist to top plate 13. Top plates, laps and intersections 14. Continuous header, two pieces 15. Ceiling joists to plate 16. Continuous header to stud 17. Ceiling joists, laps over partitions 18. Ceiling joists to parallel rafters 19. Rafter to plate 20. 1" diagonal brace to each stud and plate 21. 1" x 8" sheathing to each bearing 22. Wider than 1" x 8" sheathing to each bearing 24. Built-up girder and beams 20d at 32" O.C. 2-20d 2. Joist can be either sawn lumber or i-joist per plan Notes: 1. Common nails shall be used (u.n.o.) 3-8d 2-8d 2-8d 3-8d 2-16d 16d (box) at 16" O.C. (3) 16d (box) at 16" 2-16d 4-8d 2-16d 16d (box) at 24" O.C. 10. Doubled top plates 16d (box) at 16" O.C. Double top plates 8-16d 3-8d 8d at 6" O.C. 2-16d 16d 3-8d 4-8d 3-16d 3-16d 3-8d 2-8d 3-8d 3-8d 23. Built-up corner studs 16d 25. 2" planks 16d CONNECTION NAILING 26. Collar tie to rafter 27. Jack rafter to hip 28. Roof rafter to 2-by ridge beam 29. Joist to band joist 30. Ledger strip 3-10d 3-10d 2-16d 2-16d 2-16d 3-16d 3-16d LOCATION Toenail Toenail ea. end Face nail Face nail Blind and face nail Typical face nail Braced wall panels Blind and face nail Toenail End nail Toenail End nail Toenail End nail Face nail Typical face nail Toenail Toenail 24" O.C. 16" O.C. At each bearing Face nail Face nail 16" O.C. along edge Toenail Toenail Face nail Face nail Lap splice Toenail Face nail Face nail Face nail Face nail at top & bottom staggered on opposite sides Face nail at ends & ateach splice Toenail Face nail Toenail Face nail Face nail Face nail NAILING & HARDWARE NOTES All machine bolts shall conform to ASTM A307. At interior non-shear walls, use Simpson PHNW series 0.145∅ pins with a penetration of 1 1/4" into slab at 16" O.C. to be installed in accordance with ICC ESR-2138. All nails shall be sinker nails and staggered U.N.O., except as shown in Nailing Schedule. Connectors for wood construction noted on plans and details shall be Simpson company Strong-tie connectors or approved equal. All joist hangers shall be Simpson U hanger, all beam hangers shall be Simpson HU hangers U.N.O. on plan or detail. Follow manufacturer's recommendations for installation. 3. 4. 5. 6. 7. Fasteners penetrating pressure-preservative treated and fire-retardant treated wood shall be hot depped galvanized per ASTM A153, Class D. 2. All diaphragm and shear wall nailing shall utilize common nails or galvanized box. 1. Lag screws per ANSI/ASME standard B18.2.1 provide lead hole same diameter and depth as shank and then drill hole 60%-70% of shank diameter for threaded portions. Typically sills on concrete footing shall be anchored with 5/8" diameter x 12" min. length machine bolts with 7" embedment at 72" o.c.. Locate bolts 6" min. and 12" max. from each end of each stick. There shall be at least 2 bolts in each stick. Where notches for pipes, etc. , exceed 1/3 the width of the sill, place a bolt within 6" of each side of notch. Tiedown bolts shall not be considered as sill bolts. Bolt holes in wood and steel shall be the diameter of the bolt plus 1/16" At shear walls, anchor bolt spacing not over 48" o.c. See shear wall schedule for specific spacing of anchor bolts which may be noted as less than 48" o.c.. Anchor bolts shall be installed with plate washers of min. 3" sq. x 0.229" thick between sill plate and nut. Edge(s) of plate washers shall be 1/2" max. from inside face of shear panel(s) per detail 1/SD.0. At non shear wall, round washers shall be used on all bolts and should conform with ANSI/ASME B 18.22.1. Use min. 1 3/8" Ø x 7/64" thick washer for 1/2" Ø bolt, 1 3/4" Ø x 9/64" thick washer for 5/8" Ø bolt and 2 1/2" Ø x 11/64" thick washer for 1" Ø bolt. U.N.O. 8. 9. 10. 11. 13. 12. Provide #3 X 24" dowel at 24" o.c. and 12" from the corner at all concrete stoops and porches. Provide min. (1) #4 reinforcing for electrical ground, location to be verified with the electrical contractor. Verify min. foundation depth, width, reinforcing steel and additional expansive soil requirements with valid soils report and if more stringent, they shall supersede the above minimum requirements. See note #3 under reinforced concrete for concrete strength. Footings shall be examined and certified in writing by the project soil/geology engineer prior to inspection and placement of concrete. Concrete shall be to the strength and slump as specified per structural design, and consist of Portland cement ASTM C-150 Type V per soils engineer's recommendations and Building Code section 1904 (ACI 318 section 19.3.2.1) when exposed to sulfate containing solutions. Aggregates shall be per ASTM C-33. Water to be clean and potable. Placement shall be in one continuous operation unless otherwise specified. Slab surface shall be cured with 'Hunts' compound or equal or cured with other methods in accordance with good construction practice at contractor's option. Contractor shall dampen slab underlayment of sand/membrane just prior to concrete placement to assist uniform concrete curing. Slabs must not be poured during or immediately after rainstorms. The specified sand over visqueen should not be saturated at the time of the concrete pour. Any free water trapped in the sand layer must be removed prior to the concrete pour. The bottoms of footing excavations shall be level, clean and free of loose material or water when concrete is placed. Over excavation shall be filled with concrete or properly compacted fill that has been tested and approved by the soils engineer. Backfill shall not be placed until supporting foundations, walls and slab have attained sufficient strength to support lateral soil pressure. Concrete placement shall be monolithic in one continuous operation uniformly placed and must be vibrated and well consolidated unless shown otherwise on plans. Dual pour is defined by ACI as to when 1st. & 2nd. pour can not be vibrated together. Requirements for pre-saturation of subgrade soils and daylight setback of exterior footings from any descending slope shall comply with soil report recommendations. Finish grade around the perimeter of slab shall be constructed such that rain and irrigation water is drained away from the slab. All site and pad preparation, such as but not limited to shading, compacting of the fill, pre-saturation, and concrete slab base preparation, shall be performed in accordance with the soil engineer's recommendation and soils report. Foundation drawings prepared by E.O.R. reflect the structural requirements. Refer to architectural plans for dimensions, depressions, slope, shelves, patios, stoops and porches not shown in foundation drawings. Accuracy of the dimensions and final fit of the building shall be reviewed by the architect and the contractor prior to construction. Waiting period for concrete slabs-on-grade prior to start of construction is as follows: No pipes or conduits shall extend under isolated column footing or under continuous wall footings unless specifically detailed or approved by the architect, structural engineer and the building official. The contractor shall arrange for observation of the work by the soils engineer. The following are requirements of the soils engineer: a. All footing excavations shall be inspected and certified in compliance with the soils report by the soil engineer prior to placing of concrete or steel. b. Soil conditions, including compacting and moisture content, shall be inspected and certified to be in compliance with the soil report by the soils engineer prior to placing of concrete or steel. c. A certificate of compliance shall be submitted to the building official prior to his foundation inspection and to the architect and structural engineer. 1. 2. 3. 4. 5. 6. 7. 8. 9.Floor slab shall be poured level to 1/8" in 10'. 10. 11. 12. 13. 14. 15. 16. 17. a. Do not walk on slab until 24 hours after concrete has been poured. b. Begin wall framing 4-5 days after concrete poured. c. Begin roof/floor framing 7-10 days after concrete poured. d. Do not load roof prior to 14 days after concrete poured. Prior to the contractor requesting a Building Department foundation inspection, the soil engineer shall advise the building official in writing that: a. The building pad was prepared in accordance with the soil report. b. The utility trenches have been properly backfilled and compacted c. The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report. All grade beams shall be poured monolithically for their entire length. FOUNDATION NOTES Admixtures in concrete mix. containing calcium chlorides shall not be used. 18. 19. 20. SHEET INDEX S-0 General Notes & Requirements. S-1 Foundation & Roof Framing Plan. SD.0 Structural Details. GENERAL NOTES DESIGN CRITERIA Reference to codes, rules, regulations, standards, manufacturer's instructions or requirements of regulatory agencies is to the latest printed edition of each in effect at the date of submission of bid unless the document date is shown. Do not use scaled dimensions, use written dimensions. Where no dimension is provide, consult the architect for clarification before proceeding with the work. Field measure existing dimensions not noted. Omissions or conflicts between various elements of the drawings, notes, and details shall be brought to the attention of the architect and resolved before proceeding with the work. Details of construction not shown shall be of same nature as those shown for similar conditions. Refer to the typical detail sheets for typical details of construction. Typical details apply to all construction unless specifically noted or shown otherwise. Where conditions require modifications of a typical detail, the contractor shall submit modified detail for approval by the EOR to fabrication and installation. Drawings and specifications represent finished structure. Contractor shall be responsible for means and methods of construction, including but not limited to shoring and temporary bracing. The contractor shall take all necessary measures to insure safety of all persons and structures at the site and adjacent to the site. Observation visits to the site by the architect, engineer or construction manager shall not relieve the contractor of such responsibility. Structural information shown on framing plans is for the main structural elements. Non-structural elements shall be constructed per approved code requirements. Specifications related to waterproofing, including but not limited to membranes, waterstops, sealants, flashing, vapor barrier, are as specified by architect/water proofing consultant. 1. 4. 5. 3. 8. 9. 2. 1 Building code A. GENERAL 2022 CBC Risk category II Soil enginieer N/A Report number N/A Date N/A Allowable soil bearing pressure 1500 PSF Allowable passive pressure - Site class D Short period spectral acceleration, S 1 1st period spectral acceleration, S D-Default Short period acceleration parameter, S 1.296 1 second acceleration parameter, S 0.463 Seismic response coeffiecient, C 1.037 0.567 Response modification factor, R 6.5 Seismic design category 0.16 Seismic importance factor, I Design base shear V = 0.7C W 0.112W B. SOIL PARAMETERS D. SEISMIC DESIGN PARAMETERS S DS D1 S C. WIND DESIGN PARAMETERS Design speed Exposure category e 95 MPH C S The contractor shall verify the location of existing utilities before beginning work. Special care shall be taken to project utilities that are to remain in service during construction. 6. Construction materials shall be distributed when placed on the structure such that loads do not exceed design live loads or result in an unbalanced condition. 10. The contractor shall inform the engineer in writing of any deviation from the contract documents. 7. E. GRAVITY DESIGN PARAMETERS (PSF) Dead Roof live Live 15 20 8 10 Roof Ceiling Exterior wall Interior wall 17 - LOAD 10 SPECIAL INSPECTION: The owner shall employ one or more special inspectors to provide inspections during construction. The special inspector shall be a qualified person who shall demonstrate competence, to the satisfaction of the building official, for inspection of the particular type of construction or operation requiring special inspection. 1. 2. 3. 4. 5. 6. 7. 8. INSPECTION SCHEDULE Soil condition Concrete work Shotcrete work Reinforcing steel Post installed anchors Structural steel Structural steel welding High strength bolting Massonry work High load diaphragms Structural wood Cold formed steel Driven deep foundation element Cast in place deep foundation REQ'DINSPECTION ITEMS REMARKSCODE REFERENCE CBC Table 1705.3 CBC Table 1705.3 CBC Table 1705.2.2, 1705.3 CBC Table 1705.3 CBC 1705.2 CBC 1705.2 CBC 1705.2 CBC 1705.4 CBC 1705.1 CBC 1705.10.1, 1705.11.2 CBC 1705.10.2, 1705.11.3 CBC Table 1705.7 CBC Table 1705.8 CBC Table 1705.6 See also ICC approval See note #8 above See soils report for compliance Structural wood, periodic special inspection is required for wood shearwalls, shear panels, and diaphragms, including nailing, bolting, anchoring, and other fastening of components of the seismic force resisting system, including wood shearwalls, wood diaphragms, drag struts, braces, shear panels, and holdowns, exception: special inspection is not required for wood shearwalls, shear panels and diaphragms, including nailing, bolting, anchoring and other fastening to other components of the seismic force resisting system, where the fastener spacing of the sheathing is more than 4 inches on center. Inspections shall be performed befor covering. 9. Special inspection shall be provided per CBC section 1704 & 1707, see inspection schedule below, only checked items are required. Special inspections are not required where the work is done on the premises of a fabricator registered and approved to perform such work without special inspection. Approved fabricators must submit a certificate of compliance for offsite fabrications such as structural steel, precast concrete, glued laminated timber, etc. All inspections shall be performed by independent special inspectors. Job site visits by the structural engineer or building official do not constitute and are not a substitute for inspections by a special inspector. All inspection reports shall be submitted to building official and E.O.R. The final reports by the special inspectors must certify that the entire structural system complies with the approved plans and specifications. It is solely the contractor's responsibility to see that these inspections are performed. Work requiring special inspection shall be inspected by the special inspector who is present in the area where the work is performed and at the completion of work. Continuous inspection consists of full time inspection; Periodic inspection consists of part time or intermittent inspection. The following special inspections are in addition to inspections by the building official. This list is not intended to be all inclusive. Epoxy dowels ESR 2508 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA CONVERT 439 SQ.FT GARAGE TO JADU (1 BEDROOMS, 1 BATHROOMS, 1KITCHEN ) C NAHT NEYUGNC IVI L H . A LACF No. C81016 Exp. 9/30/23 OETTSA INROFI THANH NGUYEN 08/03/23 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN REGISTERED PROFESS IONAL ENGINEER DATE 2 11/22/2024 2nd Plan Check 20 1 9 W C a m d e n P l , Sa n t a A n a , C A 9 2 7 0 4 CO N V E R T G A R A G E TO J A D U S-0 GENERAL NOTES & REQUIREMENTS 2019 W Camden Pl & Unit# 24/15/2025 PROVIDE STAGGERED NAILING AT ALL PANEL EDGES. SHEAR CLIPS (A35 OR LTP4) SHEAR WALL SCHEDULE 2022 CALIFORNIA BUILDING CODE WALL TYPE SHEATHING APA-RATED EDGE (E.N.) FIELD (F.N.) ALLOWABLE SHEAR (PLF)FRAMED FLOOR CONCRETE SILL PLATE ATTACHMENT 3/8" sheathing 8d @ 6" O.C. 8d @ 12" O.C.1 15/32" Struc. I 8d @ 4" O.C. 8d @ 3" O.C. 8d @ 2" O.C. 10d @ 2" O.C. 8d @ 12" O.C. 8d @ 12" O.C. 8d @ 12" O.C. 10d @ 12" O.C. 2601/4"∅x6" SDS @ 16" O.C. 5/8" ∅ A.B. @ 48" O.C. @ 16" O.C. @ 24" O.C. @ 8" O.C. @ 8" O.C. @ 6" O.C. (1) (2)STUDS ARE SPACED @ 16" O.C. MAX., UNO. NAILING 2 3 4 5 3/8" sheathing 3/8" sheathing 3/8" sheathing 1/4"∅x6" SDS @ 12" O.C. 1/4"∅x6" SDS @ 8" O.C. 1/4"∅x6" SDS @ 6" O.C. 1/4"∅x6" SDS @ 5" O.C. 5/8" ∅ A.B. @ 42" O.C. 5/8" ∅ A.B. @ 36" O.C. 5/8" ∅ A.B. @ 24" O.C. 5/8" ∅ A.B. @ 18" O.C. 380 490 640 870 15/32" Struc. I BOTH SIDES 8d @ 3" O.C. 8d @ 2" O.C. 10d @ 2" O.C. 8d @ 12" O.C. 8d @ 12" O.C. 10d @ 12" O.C. @ 4" O.C. @ 4" O.C. @ 3" O.C. 3D 4D 5D 3/8" sheathing BOTH SIDES 3/8" sheathing BOTH SIDES 1/4"∅x6" SDS @ 4" O.C. 1/4"∅x6" SDS @ 3" O.C. 1/4"∅x6" SDS @ 2.5" O.C. 5/8" ∅ A.B. @ 18" O.C. 5/8" ∅ A.B. @ 12" O.C. 5/8" ∅ A.B. @ 9" O.C. 980 1280 1740 BLK'G & STUD SIZE AT ADJ. PANEL EDGES 2x NOTES: 3x 3x 3x 3x 3x 3x 3x SYMBOLS LEGEND FOUNDATION NOTES 1.REFER TO S-0 SHEET FOR MORE INFORMATION. 2.FOR SHEAR PANEL TYPES 3, 4 & 5 ON BOTH SIDES OF WALL, USE MIN. 3X6 SILL PLATES U.N.O. 3.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. 4.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. 5.HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION 6.ALL HOLDOWNS AND POST ANCHORS TO BE INSTALLED ACCORDING TO MOST CURRENT SIMPSON STRONG TIE SPECIFICATIONS AND REQUIREMENTS OF ICC-ER REPORTS & SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. DIMENSIONS ARE NOT FURNISHED TO SIMPSON HOLDOWNS. IT IS THE RESPONSIBILITY OF THE CONTRACTOR'S SUPERINTENDENT, THE FRAMING CONTRACTOR AND THE CONCRETE CONTRACTOR TO LOCATE THESE ANCHORS IN THE EXACT LOCATION. REFER TO DETAILS FOR PROPER INSTALLATION. 7.MIN. CONCRETE WIDTH TO BE 8" FOR RECEIVING PA, HPA & STHD'S. VERIFY LOCATIONS OF HOLDOWNS AND ANCHOR BOLTS WITH ROUGH FRAMING TO ASSURE ACCURATE INSTALLATION. 8.HOLDOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229"x3" PLATE WASHERS ON THE POST OPPOSITE THE HOLDOWN AND HOLDOWN SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE HALF WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION) DETAIL SHEET NUMBER DETAIL NUMBER SHEAR PANEL LENGTH AND NUMBER. REFER TO SHEARWALL SCHEDULE FOR PANEL TYPE X SD.X X SHEARWALL GRID LINE, REFER TO E.O.R. CALCULATIONS X X POST OR TRIMMER AS NOTED X HOLDOWN TYPE, SEE 10/SD.0 FOR CONNECTION DETAIL (U.N.O.) SHEARWALL NOTES 1.REFER TO S-0 SHEET FOR MORE INFORMATION. 2.SHEAR WALLS CANNOT BE USED AS PLUMBING WALLS, UNLESS APPROVED BY E.O.R IN WRITING. 3.AT DOUBLE SIDED SHEAR WALLS, POST W/E.N. PER PLAN TO RECEIVE E.N. FROM BOTH SIDES. 4.DO NOT BREAK SHEAR WALL AT PERPENDICULAR WALL LOCATIONS UNLESS SPECIFICALLY DETAILED ON PLANS. INSTALL SHEAR WALL PRIOR TO FRAMING OF PERPENDICULAR WALLS. 5.CONTRACTOR IS RESPONSIBLE FOR VERIFYING HARDY FRAMES MATCH TOP PLATE HEIGHT & NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS. 6.ALL SHEAR PANELS SHALL HAVE CONTINUOUS SHEATHING MATERIAL FROM ONE END TO THE OTHER AND FROM PLATE TO PLATE AS SPECIFIED ON THE DRAWINGS. CONTRACTOR SHALL COORDINATE FRAMING SUCH THAT CONTINUITY OF SHEAR PANELS IS ASSURED. 1.REFER TO S-0 SHEET FOR MORE INFORMATION. 2.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. 3.USE 2x TRIMMER FOR HEADERS LESS THAN 6'-0" AND 2-2x TRIMMER FOR 6'-0" TO 10'-0" LONG SPAN IN BEARING WALLS, U.N.O. ON THE PLAN. SEE PLANS FOR HEADERS LARGER THAN 10'-0" LONG. 4.TYPICAL HEADERS: USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS WITHOUT POINT LOADS. FOR NON-BEARING WALLS USE 2x4 FOR OPENINGS UP TO 3'-0" MAX. USE 2-2x4 FOR OPENINGS UP TO 6'-0" MAX. USE 4x6 FOR OPENINGS UP TO 12'-0" MAX. U.N.O. 5.ALL LEDGERS SHOULD BE SPLICED WITH ST22 STRAP, U.N.O. FRAMING NOTES EXISTING FOOTING DIRECTION OF FRAMING MEMBER PER SCHEDULEX FRAMING AREA DIVISION BEAM NUMBER, REFER TO E.O.R. CALCULATIONS HEADER OR DROP BEAM PER PLAN FLUSH BEAM PER PLAN X X X FRAMING SCHEDULE MARK MEMBER TYPE EXISTING FRAMING(E) NEW PAD PAD SCHEDULE PAD SIZEMARK 2'-0" SQ. X 18" DEEP2018 REBARS (3) #4 E.W. dish washer (N)BATH (N)KITCHEN (E)W (E)D (E)WH (N)BEDROOM (N)JADU di s h wa s h e r (N)C.L.(E)PORCH (E)LAUNDRY22X30 ATTIC ACCESS 1 (E) (E) (E) 1 4' - 0 " HDU2 HDU2 10 SD.0 10 SD.0 9 SD.0 11 SD.0 12 SD.0 TYP. EXISTING CONC. SLAB EXISTING CONC. SLAB (E) SLAB ON GRADE w/ (N) LATICRETE Hydro Ban (ESR-2417) 2 14 SD.0 14 SD.0 NOTE: V.I.F. (VERIFY IN FIELD) IF NO EXISTING FOOTING AT GARAGE DOOR, PROVIDE NEW FOOTING PER DETAIL 15/SD.0. 2 22 2018 2018 3 3 dish washer (N)BATH (N)KITCHEN (E)W (E)D (E)WH (N)BEDROOM (N)JADU di s h wa s h e r (N)C.L.(E)PORCH (E)LAUNDRY22X30 ATTIC ACCESS (N ) 6 x 6 H D R (N ) 6 x 6 H D R (E) HDR (E) HDR (N) 6x6 HDR 1 (E) (E) (E) 1 4' - 0 " 4x6 4x6 13 SD.0 3 SD.0 TYP. (E)EXISTING ROOF RAFTER & CEILING JOISTS SYSTEM EXISTING FRAMING SYSTEM EXISTING FRAMING SYSTEM FOUNDATION PLAN SCALE : 1/4" = 1'-0" PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA CONVERT 439 SQ.FT GARAGE TO JADU (1 BEDROOMS, 1 BATHROOMS, 1KITCHEN ) C NAHT NEYUGNC IVI L H . A LACF No. C81016 Exp. 9/30/23 OETTSA INROFI THANH NGUYEN 01/12/25 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN REGISTERED PROFESS IONAL ENGINEER DATE 2 11/22/2024 2nd Plan Check 3 12/26/2024 3rd Plan Check 20 1 9 W C a m d e n P l , Sa n t a A n a , C A 9 2 7 0 4 CO N V E R T G A R A G E TO J A D U ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" S-1 FOUNDATION & ROOF FRAMING PLAN 3 2019 W Camden Pl & Unit# 24/15/2025 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA CONVERT 439 SQ.FT GARAGE TO JADU (1 BEDROOMS, 1 BATHROOMS, 1KITCHEN ) C NAHT NEYUGNC IVI L H . A LACF No. C81016 Exp. 9/30/23 OETTSA INROFI THANH NGUYEN 01/12/25 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN REGISTERED PROFESS IONAL ENGINEER DATE 2 11/22/2024 2nd Plan Check 3 12/26/2024 3rd Plan Check 20 1 9 W C a m d e n P l , Sa n t a A n a , C A 9 2 7 0 4 CO N V E R T G A R A G E TO J A D U DOUBLE TOP PLATE SILL PLATE NOTE : WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED. 8" MAX @ SHEAR WALL END OF SILL PL END OF SILL PL NOTE : WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @ SHEAR WALL 5" MIN. 9" MAX. 5" MIN. 9" MAX. 5" MIN. 9" MAX. 2D MIN. D D/ 2 D/ 2 DRILLED HOLE "B" "B " D/ 3 8) 16D SIDE OF NOTCH (4PL) 5"3"5" MAX. NOTCH D/ 2 MA X . 2D MIN. D/ 3 D/ 2 D/ 2 D PLATE NOTCH AT NON SHEARWALL DBL. TOP PLATE2-16d TOE NAIL 1/ 2 " GA P 2x4 FLAT @ 48" O.C. CEILING WHERE OCCURS 2x6 BRACING W/ (3)16d EA END @ 8'-0" WHERE WALL IS: 2x4 AND H> 14'-0" 2X6 AND H> 22'-0" PROVIDE 2x6 CONT. @ MIDSPAN WHERE BRACE EXCEEDS 6'-0" W/(2) 16d FLOOR LINE H TOP OF PARTITION PARALLEL TO JOISTS DBL. TOP PLATE 1/ 2 " GA P CEILING WHERE OCCURS FLOOR LINE H TOP OF PARTITION PERPENDICULAR TO JOISTS SIMPSON DTC (SLOT VERTICAL) AT EA JOIST OR RAFTER GAP CEILING WHERE OCCURS 1/2" SIMPSON DTC (SLOT VERTICAL) CLIP @ EA RAFTER SIMPSON STCT CLIP (SLOTS VERTICAL) WHERE REQUIRED @ EA RAFTER TOP OF PARTITION TO CONC. SLAB 1/ 2 " GA P CEILING WHERE OCCURS 4x W/ 1/2" Ø HILTI KH-EZ @48" O.C. W/ 5" EMBED EA SIDE DBL. TOP PLATE SLAB PER PLAN PARTITION WALL (NON-BEARING/NON-SHEARWALL) CONCRETE FLOOR CONDITION WOOD FLOOR CONDITION 1'-0" MIN PARTIAL SHEET AT WALL END ONLY STAGGER HORIZ. PANEL JOINTS, TYP OR USE FULL HEIGHT SHEETS WHERE POSSIBLE 1' - 0 " MI N . WH E R E RE Q ' D 7"MI N . EDGE NAIL TO TOP PLATES STAGGER NAILS FULL SIZE PLYWOOD SHEET TYP. U.N.O. POST AT HD EDGE NAIL TO HOLD DOWN POST ANCHOR BOLTS SEE SCHEDULE EDGE NAIL TO SILL BLK'G AT PAN EDGES SAME SIZE AS PANEL EDGE STUD FIELD NAILING @12" O.C. EDGE NAIL AT PANEL EDGES TYP STUDS PLYWOOD FACE GRAIN PARALLEL TO STUD EDGE NAIL TO SILL PLATE SILL PLATE NAILING A35 SEE SHED. TYPICAL SHEARWALL FRAMING ELEVATION SHEARWALL WHERE OCCURS 1/2"1/2" SILL PLATE ANCHORAGE PER SHEARWALL SCHEDULE CONCRETE SLAB OR PRECAST PLANK MAX. @SHEARWALL APPLICABLE NOTE 2 MAX. @SHEARWALL APPLICABLE NOTE 2 SHEARWALL SHEATHING SEE PLAN AND SCHEDULE PLATE WASHER 3 GA x 3 x 3- .23 MIN THICKNESS NOTES: 1. INSTALL SILL PLATE ANCHORAGE AS SHOWN AND AT SPACING INDICATED IN WOOD SHEARWALL BASE CONNECTION SCHEDULE. 2. STAGGER ANCHORS AT DOUBLE SIDE SHEARWALL WOOD SHEARWALL SILL PLATE ANCHORAGE 16d @24" O.C. TYP. DOUBLE STUDS DOUBLE STUDS WALL INTERSECTION NOTCHING & BORING - CONV. JOIST NOTES: 1) FOR SOLID SAWN JOISTS, NOTCHED TO BE @ OUTER 1/3 SPAN ONLY. 2) MAINTAIN MIN. 6" SPACING BETWEEN NOTCHES/ BORED HOLES. JOIST DEPTH MAX 2" CLEAR TO EDGE OF JOIST. 1/3 OF JOIST DEPTH MAX. 1/6 OF JOIST DEPTH MAX. 1/3 OF JOIST SPAN MAX. PIPE OR CONDUIT.1/6 OF JOIST DEPTH MAX. 1/3 OF JOIST DEPTH MAX. 1/3 OF JOIST SPAN MAX. JOIST DEPTH. 40% MAX. STUD WIDTH NOTCH 60% MAX. STUD WITH BORE 40% MAX. STUD WIDTH NOTCH 60% MAX. STUD WITH BORE NON BEARING STUDS BEARING STUDS NOTCH/BORE % OF STUDS 25% 40% 60% 2 x 4 2 x 6 7/8" 1 3/8" 2" 1 3/8" 2 1/8" 3 1/4" NOTES: 1. NOTCHING AND BORING SHOULD NOT OCCUR IN SAME STUD SECTION 2. NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX BORING HOLES 5/8" MIN. DISTANCE TYP. ALL STUD 1 1/2" 1 1/2" STUD NOTCHING/BORING LIMITS 5/8" MIN. DISTANCE TYP. ALL STUD 4' - 0 " M A X WOOD JOISTS PER PLAN SHEATHING PER PLAN MSTA30 W/2x BLOCK TYP. @ CORNER DOUBLE JOISTS TAIL JOIST HANGER PER PLAN BOUNDARY NAILING 1" MIN PENETRATION COMMON NAILS @ 6" O.C. EACH FACE TOP AND BOTTOM WEB STIFFENER AT HANGER (I-JOIST ONLY) SECTION OF DOUBLE JOIST PLAN VIEW NOTE: SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF OPENING TYPICAL DIAPHRAGM OPENING 1 2 3 4 5 6 7 811 10 9 13 SD.0 STRUCTURAL DETAILS EQ.EQ. REPLACEMENT ANCHORS FOR EACH MISSING ANCHOR BOLT SIMPSON TITEN HD SCREW ANCHORS 1-POUR OR 2-POUR W/ DOWEL (ICC ESR#2713, LA RR#25741) WALL TYPE QUANTITY & SIZE N.A. (1) 5/8"Ø 2X4 SILL/3X4 SILL 2X6 SILL/3X6 SILL 2X & 3X SILL EXT. INT. 1-POUR & 2-POUR N.A. (2) 1/2"Ø SIMPSON SET-XP-EPOXY ADHESIVE WITH A307 GRADE C ANCHORS QUANTITY & SIZE 1-POUR QUANTITY & SIZE 1-POUR & 2-POUR 1-POUR OR 2-POUR W/ DOWEL (ICC ESR#2508, LA RR#25744) EMBED. 4" 5 1/4" BOLT SIZE 1/2"Ø 5/8"Ø (2) 1/2"Ø EMBED. 2", 2X4 WALL 3 1/2", 2X6 WALL POST-INSTALLED ANCHOR PER TABLE. SPACING BETWEEN ANCHORS AND MIN. DISTANCE FROM EXIST. A.B. TO BE 4". EMBED. PLATE WASHER PER NAILING & HARDWARE NOTES ON S-0 SHEETS. PLATE WASHER PER NAILING & HARDWARE NOTES ON S-0 SHEETS. POST-INSTALLED ANCHOR PER TABLE. SPACING BETWEEN ANCHORS AND MIN. DISTANCE FROM EXIST. A.B. TO BE 4". _ LOCATE ANCHORS @ 12" MIN. FROM CONC EDGE PERPENDICULAR TO WALL. _ FOR NON-SHEAR WALL, INSTALL (1) 1/2"Øx4" EMBEDMENT TITEN HD ANCHOR FOR EACH MISSING OR MISPLACED A.B. _ PERIODIC SPECIAL INSPECTION IS REQUIRED FOR ANCHOR INSTALLATION. _ IF MIN. SPACING AND EDGE DISTANCE CAN NOT BE MET, CONTACT ENGINEERING FOR SPECIFIC FIX. NOTES: MISSING OR MISSPLACE AB. (E)CONC. SLAB PER PLAN 3 1/2" THK PORCH/PATIO SLAB W/ #4 BAR @ 16" O.C.E.W 2" SAND OVER 10 MIL VISQUEEN OVER 2" SAND (E)2X STUDS WALL WHERE OCCURS PLYWOOD SHEAR PANEL PER PLAN 2" MI N . CONNECTION DETAIL (E)CONC. FOOTING MIN. 5" EMBEDMENT OF DOWELS INTO EXISTING CONCRETE W/ SIMPSON SET-XP EPOXY, ESR #2508. PERIODIC SPECIAL INSPECTION IS REQ'D. 24" #4 DOWELS @ 18" O.C. BENT AS SHOWN IN FOOTING & OVERLAP MIN. 24" AS SHOWN IN SLAB NOTES: SIMPSON "SET-XP" EPOXY ANCHORS REQUIRE SPECIAL INSPECTION ICC ESR-2508 1 3 / 4 " MI N . FINISH GRADE 1' - 6 " #4 T&B 8"6" 2x F.H. BLOCKING (E)SHEAR PANEL WHERE OCCURS (E)DBL TOP PLATE (E)ROOF SHEATHING 16d TOE NAILS @ 8" O.C. TYP. U.O.N CEILING JOISTS PER PLAN EXISTING CONENCTION SYSTEM SHEAR TRANSFER HDR WHERE OCCURS (E)2x STUD B.N. A35 PER SHEAR WALL SCHEDULE (N)SHEAR PANEL PER PLAN E.N. (E)ROOF RAFTER PER PLAN 5-16d NAILS RAFTERS TO C.J. STUD WALL SIMPSON PHNW SERIES 0.145Ø PINS @ 16" O.C. INSTALLED IN ACCORDANCE WITH ICC ESR - 2138 NON - BEARING INTERIOR WALL EXISTING CONC. SLAB 12 (2)#4 TOP & BOT. 18 " M I N . 3" C L R . , TY P . PLYWOOD OR OSB PER PLAN (WHERE OCCURS) MI N . 8" 2x STUDS WALL PER PLAN 2x PTDF SILL (USE 3x WHERE REQUIRED PER PLANS) w/ 5/8" DIA. ANCHOR BOLTS (E) SLAB PER PLAN 12" TOP OF NATURAL GRADE 3" CLR., TYP.NOTES: 1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DETAIL. 2.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45. 3.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE. 4. SEE DETAIL 1/SD1.0 FOR MORE INFORMATION NOT SHOWN EXTERIOR FOOTING DETAIL 6" NEW FOUNDATION PER PLAN #4 DOWEL @ 18"o.c. (MIN. 24" LENGTH) w/6" MIN. EMBED INTO EXISTING CONCRETE SLAB W/ SIMPSON SET-3G EPOXY, ESR #4057. PERIODIC SPECIAL INSPECTION IS REQ'D. 7" MA X CONCRETE CURB PER ARCH. (WHERE OCCURS) 6" E.N. EMBED. A.B.,HD.B. & STRAPS LONG ENOUGH FOR MIN. 5" EMBED. INTO (E)SLAB OR (E)FOOTINGS EXISTING FOOTING P.T. SILL PLATE W/ A.B.'S PER SHEAR WALL SCHEDULE (N)STUD WALL (E)CONC. SLAB INTERIOR FINISH #4 BAR CONTINUOUS (N)SHEAR WALL PER PLAN SIMPSON SET-XP EPOXY ICC ESR-2508 (SPECIAL INSP. REQ'D.) NEW CONC. CURB CONT. G.I. WEEP SCREED TYP. NEW CURB TO EXISTING FOOTING14 15 2 2 HOLDOWN TO EXISTING FOUNDATION SEE PLAN NEW PAD FOOTING AND REINFORCING WHERE OCCURS PER PLAN 3" C L R SE E P L A N E.N. CONT. G.I. WEEP SCREED TYP. EXTERIOR FINISH (E) P.T. SILL PLATE PAB7 IF HDU8 PAB8 IF HDU11 (E) SLAB ON GRADE POST W/ HD PER PLAN SHEAR WALL PER PLAN 8" (N) 2x BLK'G. IN BET. STUDS FOR SHEAR WALL TYPE 3D, 4D, 5D W/ A.B.'S PER SHEAR WALL SCHED. (MIN. EMBD. = 9") HDU BOLT Ø EMBED.E.D. HDU5 0'-0 5/8"0'-7"0'-1 7/8" HDU8 0'-0 7/8"0'-9"1'-1 1/2" HDU11 0'-1"0'-11"1'-4 1/2" CAPACITY 5645# 7870# 11175# ICC-ESR #2330 FOR SIMPSON HOLDOWN E.D. PER TABLE MI N E M B E D PE R T A B L E PAD CONDITION MIN PAD 24" SQ x 12" DEEP 36" SQ x 18" DEEP (E) FOOTING HDU2 0'-0 5/8"0'-7"0'-1 7/8"3075# 24" SQ x 12" DEEP 24" SQ x 12" DEEP 3 2019 W Camden Pl & Unit# 24/15/2025 MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW CG.1 CALGREEN BUILDING CHECKLIST 2019 W Camden Pl & Unit# 24/15/2025 MARK OWNER: SHEET TITLE: NOTES: PROJECT NUMBER: DRAWN BY: CHECK BY: DATE DESCRIPTION GRAPHIC SCALE: 14572 HARPER STREET - MIDWAY CITY, CA 92655 Tel.: +1 909 534 7760 | Email. Tyke7074@yahoo.com THANH NGUYEN AD U CO N V E R S I O N 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 KAMI NGUYEN 2019 W CAMDEN PL, SANTA ANA, CA 92704 01 02 11/22/2024 PLAN REVIEW CG.2 CALGREEN BUILDING CHECKLIST 2019 W Camden Pl & Unit# 24/15/2025 TITLE 24 T24-1 Job # Sheet No.: Scale Date Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 06/25/2024 S24133 RE S I D E N C E 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 Pr o j e c t f o r : 1 1 2019 W Camden Pl & Unit# 24/15/2025 TITLE 24 T24-2 Job # Sheet No.: Scale Date Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 06/25/2024 S24133 RE S I D E N C E 20 1 9 W C A M D E N P L , SA N T A A N A , C A 9 2 7 0 4 Pr o j e c t f o r : 1 2019 W Camden Pl & Unit# 24/15/2025 2019 W Camden Pl & Unit# 24/15/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 2019 W Camden Pl & Unit# 24/15/2025 Planning & Building Agency Building and Safety Division 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714)-647-5800 www.santa-ana.org DETACHED ADU - GRADING PERMIT EXEMPTION CHECKLIST PCC-16 REV: 11/10/2020 Page 1 of 1 THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER. Instructions: In order to qualify for the grading permit exemption for detached Accessory Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall complete all sections, check all boxes and sign the certification section below. A copy of this checklist shall be attached to each of TWO sets of plans. If answering NO to any of the questions, a grading plan and permit shall be required. Project Address: Yes No 1. ☐☐I have verified that the project address is NOT located on a FEMA designated flood zone (Zone A or AE). 2. ☐☐I have provided two sets of site drainage plans that is stamped, signed and dated by a California professional civil engineer, to be submitted with the building submittal package. 3. ☐☐I have calculated the total amount of soil being cut or filled on this project is less than 50 cubic yards. 4. ☐☐ The site drainage plans include the following, but not limited to, location of all existing and proposed structures, property lines, right-of-way lines, and easements, including dimensions and setbacks; drainage slopes and flow patterns, drainage systems such as swales, french drains, water collection and disposal systems, etc. 5. ☐☐I have designed drainage such that surface water flows away from buildings and adjoining property lines, in accordance with all applicable codes. 6. ☐☐I have designed grading such that it will not adversely affect the adjoining properties. 7. ☐ ☐ I have designed the grade to fall not fewer than 6 inches within the first 10 feet from the foundation walls except where lot lines, walls, slopes or other physical barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales to ensure drainage away from the buildings. Any impervious surfaces within 10 feet of the building foundation are sloped not less than 2 percent away from the building. 8. ☐ ☐ I will provide a final certification letter stating that the grades were constructed per the approved site drainage plan, and will submit this certification letter to the building inspector prior to final inspection. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name: Signature: Licensed Number: Date: Phone Number: Email Address: 2019 W Camden Pl & Unit# 24/15/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org Ward 6 dpenaloza@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org INTERIM CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall June 18, 2024 Also sent via email to: tyke7074@yahoo.com Kami Nguyen 2019 West Camden Place Santa Ana, CA 92704 Subject: Address Assignment for an Attached Accessory Dwelling Unit located at 2019 West Camden Place (APN: 408-372-12) in Santa Ana, CA Dear Kami, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a 366-square-foot garage-conversion ADU located at 2019 West Camden Place (APN: 408- 372-12). Notice is hereby given that the following assigned address shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address to be Activated/Posted 2019 West Camden Place To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. The address will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at (714) 664-2753 or by email at PRaj@santa-ana.org. Sincerely, Punkaj Raj Planning Technician Exhibit A – Address Plan 2019 W Camden Pl & Unit# 24/15/2025 Address Letter for 2019 West Camden Place Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Mishele Richards, Orange County Fire Authority, GEO Files Coordinator Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager 2019 W Camden Pl & Unit# 24/15/2025 CAMDEN PLACE (N) ADU2019 W. CAMDEN PLACE UNIT 2 (E) SINGLE-FAMILY DWELLING2019 W. CAMDEN PLACE Exhibit A: Address Plan 2019 W Camden Pl & Unit# 24/15/2025