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HomeMy WebLinkAboutHOLD - 1223 N Ross St - PlanSITE PLAN SCALE : 1/8" = 1' October 28, 2024 A101 PROJECT INFO SITE PLAN RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 DIGITAL STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER DIGITAL SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT PHOTO SURVEY SEE SITE PLAN LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ EANBROWN No. C18361 ENGINEER 10/28/24 DATE 10/28/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1. M.E.P. & STRUCTURAL 10.01.24 2. CSG & ELECTRICAL 10.28.24 6' - 9 " 1223 N ROSS ST, SANTA ANA, CA 92701 EXIST. BUILDING N. R O S S S T . 52 ' - 7 " 16 ' - 1 0 " 20 ' - 2 " 28'-4" 91'-6" 119'-10"14'-0" 132'-0" NO WORK PROPOSED IN RIGHT-OF-WAY 20 ' - 0 " 10 ' - 3 " ℄ ALLEY P1 P2 P3 P4 P6 P7 26 ' - 9 " P8 P5 A C C B C C UP UP F G J D 6' - 2 " 42 ' - 8 " 20 ' - 2 " 10 ' - 3 " 12'-2" K E I I I M K 3' - 8 " 16'-0" L L H H N O TA B L E TA B L E 2022 CALIFORNIA BUILDING CODE 2022 CALIFORNIA ELECTRICAL CODE 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA PLUMBING CODE 2022 CALIFORNIA ENERGY CODE 2022 CALIFORNIA FIRE CODE 2022 CALIFORNIA HISTORICAL BUILDING CODE 2022 CALIFORNIA EXISTING BUILDING CODE 2022 CALIFORNIA GREEN BUILDING CODE SANTA ANA MUNICIPAL CODE PROJECT INFORMATION VICINITY MAP PLANS DRAWN BY: PROJECT DATA ----------------------------------------------------------------------------------- PROJECT ADDRESS:1223 N ROSS ST, SANTA ANA, CA 92701 LEGAL DESCRIPTION:A TR HALESWORTHS ADD BLK LOT 10 HALESWORTHS ADD LOT 10 ALL EX E 48 FT- A.P.N.:398-541-04 ZONING:P OCCUPANCY:U, R-2 MUTI-FAMILY (5 OR MORE UNITS) EXIST. BLDG. USE:12-UNIT APT. w/DETACHED GARAGES YEAR BUILT:1961 SPRINKLERED:NO STORES:2-STORY HISTORIC:NO FLOOD ZONE:X-0602320163J SCHOOL ZONE:SANTA ANA UNIFIED SERVICES:NATURAL GAS, CITY WATER/SEWER LOT SIZE:15,464 S.F. F.A.R. EXISTING:7,853 S.F. / 15,464 S.F. = 51% (NO CHANGE) EXISTING 1ST FLOOR 3,937 S.F. EXISTING 2ND FLOOR 3,916 S.F. BUILDING FOOTPRINT(S):7,163 S.F. / 15,464 S.F. = 46% (NO CHANGE) EXIST. BUILDING 4,037 S.F. EXIST. BALCONY 464 S.F. EXIST. DETACHED GARAGE 2,662 S.F. PROJECT DESCRIPTION ---------------------------------------------------------------------------- 1. CODE ENFORCEMENT: CORRECT TO CODE AND INSPECT ALL INTERIOR AND EXTERIOR REMODEL WORK DONE TO THE APARTMENT BUILDING AND DETACHED MULTI-GARAGE BUILDING WITHOUT A PERMIT. 2. APARTMENT BUILDING REMODEL INCLUDES: 2.1. RE-ROOF OF ENTIRE BUILDING 2.2. ALL WINDOWS, AND DOORS ARE NEW AND WILL MAINTAIN THE SAME SIZE, OPERATION TYPE, AND SILL HEIGHT. 2.3. NEW WOOD SIDING ADDED TO EXTERIOR. 2.4. NEW 20 S.F. METAL AWNING ADDED OVER DOOR OF UNIT #1. 2.5. ADD GUTTERS TO NORTH SIDE OF BUILDING 2.6. NEW BALCONY RAILING AND STAIR RAILING. 2.7. ALL ELECTRICAL TO BE BROUGHT UP TO CURRENT CODE . 2.8. NEW EXTERIOR AND INTERIOR LIGHTING, SWITCHES, RECEPTACLES AND DEDICATED CIRCUITS. 2.9. UPGRADE ALL ELECTRIC PANELS IN UNITS AND HOUSE PANEL TO PROVIDE SPACE FOR FUTURE UPGRADES. 2.10. UPGRADE MAIN ELECTRICAL METER FROM 400A TO 600A. 2.11. NEW MINI-SPLIT SYSTEM FOR EACH UNIT. 2.12. ALL MECHANICAL TO BE BROUGHT UP TO CURRENT CODE. 2.13. ALL PLUMBING TO BE BROUGHT UP TO CURRENT CODE. 2.14. CAP OFF OLD WALL MOUNT GAS HEATER LINES. 2.15. INSTALL NEW LAUNDRY PLUMBING LINES IN EACH UNIT. 2.16. ALL WATER FIXTURES AND APPLIANCES ARE NEW. 2.17. REMOVAL OF KITCHEN PARTITION WALL TO CREATE AN OPEN CONCEPT . 2.18. VERIFY FIRE SEPARATION BETWEEN ADJOINING WALLS AND CEILING IN UNITS 3. DETACHED GARAGE REMODEL INCLUDES: 3.1. NEW EXTERIOR WOOD SIDING ON WEST SIDE OF BUILDING 3.2. NEW EXTERIOR LIGHTING 3.3. NEW INTERIOR SWITCHES, RECEPTACLES, AND GARAGE DOOR OPENERS IN EACH GARAGE 3.4. NEW METAL GARAGE DOORS 3.5. REPLACE WATER DAMAGED WOOD FRAMING IN KIND. 3.6. RE-ROOF GARAGE 4. NEW OUTDOOR BBQ GRILL AND GAS PLUMBING LINES IN COURTYARD. 5. PREVIOUS EXPIRED PERMIT REFERENCE: # 102102495 6. OBTAIN FRONT YARD FENCE PERMIT FOR EXISTING FENCE. DESIGNER/PROJECT MANAGER ADRIAN DEADWYLER 909.559.0774 ADEADWYLER@GMAIL.COM PROPERTY OWNER(S): MICHAEL CHEN 408.544.0927 MICHAEL@CAPEROBBIN.COM GOVERNING CODES UNDERGROUND SERVICE ALERT CALL 811 TWO WORKING DAYS BEFORE YOU DIG SECTION 4216/4217 OF THE GOVERNMENT CODE REQUIRES A DIG ALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A PERMIT TO EXCAVATE WILL BE VALID. FOR YOUR DIG ALERT IDENTIFICATION NUMBER CALL 1. ALL EXISTING CONDITIONS INDICATED ON THESE DRAWINGS, INCLUDING BUT NOT LIMITED TO SIZES AND LOCATIONS OF FOOTINGS, BEAMS, HEADERS, RAFTERS, JOISTS, TRUSSES, ETC, ARE BASED UPON INFORMATION PROVIDED BY THE CONTRACTOR AND/OR PROPERTY OWNER OR NONDESTRUCTIVE FIELD SURVEY. THESE EXISTING CONDITIONS MUST BE VERIFIED! 2. CONTRACTOR/OWNER TO NOTIFY BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN AND/OR INSPECTOR IMMEDIATELY IF DURING CONSTRUCTION, PRE-EXISTING OR UNFORESEEN CONDITIONS OCCUR THAT DIFFER FROM THE CONSTRUCTION DOCUMENTATION AND THAT MAY AFFECT CONSTRUCTION AND OR THE PERMITTED SCOPE OF WORK. 3. WALK THRU AND VERIFY PLUMBING AND ELECTRICAL LAYOUT WITH OWNER. CURRENT PLAN LAYOUT MAY VARY. EXISTING CONDITIONS SOME PRE-EXISTING CONDITION CANNOT BE VERIFIED BY VISUAL INSPECTION IN THE DESIGN PHASE OF CONSTRUCTION. FINAL FLOOR PLAN LAYOUTS MAY DIFFER DUE TO EXISTING CONDITIONS OR BY OWNER REQUEST. ARCHITECT DONNA J. BROWN 206.949.9939 DONNA@DJBARCHITECT.COM DEFERRED SUBMITTAL ITEMS BELOW WILL BE WILL BE PROCESSED AS A DEFERRED SUBMITTAL. NOTE, THE SUBMITTAL PROCESS MUST BE COMPLETED IN ORDER TO OBTAIN A FINAL INSPECTION. 1. LANDSCAPE PLAN: PURSUANT SAMC 41-609 (NS-3038), NEW LANDSCAPE PROJECTS WITH AN AGGREGATE LANDSCAPE AREA OF 500 SQUARE FEET OR MORE OR REHABILITATED LANDSCAPE PROJECTS WITH AN AGGREGATE LANDSCAPE AREA EQUAL TO OR GREATER THAN 2,500 SQUARE FEET ARE SUBJECT TO THE WATER EFFICIENCY LANDSCAPE ORDINANCE AND REQUIRE PLANS DRAFTED AND STAMPED BY A CERTIFIED LANDSCAPE PROFESSIONAL AND PERMITS. 1.1. TOTAL REHABILITATED LANDSCAPE AREA EQUALS 3,974. A101 PROJECT INFO / SITE PLAN A102 AC AUTHORIZATION LETTERS A201 EXIST. DEMO FLOOR PLANS A202 PROP. FLOOR PLAN A203 GARAGE FLOOR PLAN A204 ROOF PLAN A301 APARTMENT ELEVATIONS A302 GARAGE ELEVATIONS A401 GENERAL NOTES SN1 STRUCTURAL NOTES S1 STRUCTURAL FLOOR FRAMING PLAN S2 STRUCTURAL ROOF FRAMING PLAN S3 STRUCTURAL ROOF FRAMING GARAGE SD1 FRAMING DETAILS M001 MECHANICAL SCHEDULES & NOTES M002 MECHANICAL DETAILS M101 MECHANICAL PLAN, 1ST FLOOR M102 MECHANICAL PLAN, 2ND FLOOR M103 MECHANICAL ROOF PLAN M104 MECHANICAL PLAN, GARAGE MT01 TITLE-24, MECH PART 1 MT02 TITLE-24, MECH PART 2 MT03 TITLE-24, MECH PART 3 MT04 TITLE-24, MECH PART 4 SHEET INDEX 1. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND ALL CONDITIONS AT JOB SITE INCLUDING BUILDING AND SITE CONDITIONS BEFORE COMMENCING WORK AND BE RESPONSIBLE FOR SAME. ALL DISCREPANCIES SHALL BE REPORTED TO BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN. UNLESS EXPRESSLY STIPULATED, NO ADDITIONAL ALLOWANCE WILL BE MADE IN THE CONTRACTOR AND/OR MANUFACTURER'S FAVOR BY VIRTU OF ERRORS, AMBIGUITIES AND/OR OMISSIONS WHICH SHOULD HAVE BEEN DISCOVERED DURING THE PREPARATION OF THE BID ESTIMATE AND DIRECTED TO THE ATTENTION OF BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN IN A TIMELY MANNER. ANY ERRORS, AMBIGUITIES AN/OR OMISSIONS IN THE DRAWINGS OR SPECIFICATIONS SHALL BE REPORTED TO BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN IMMEDIATELY. NO WORK IS TO BE STARTED BEFORE CORRECTION(S) ARE MADE, UNLESS OTHERWISE DIRECTED BY BRIAN ENRIGHT DESIGN. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CORRECTIONS AND STIFFENERS HAVE BEEN INSTALLED. 2. THE CONTRACTOR SHALL COORDINATE WITH THE BUILDING DEPARTMENT FOR ALL BUILDING DIMENSIONS. THE DETAILS SHOWN ARE TYPICAL AND SHALL BE USED FOR LIKE OR SIMILAR CONDITIONS NOT SHOWN. VARIATIONS AND MODIFICATIONS TO WORK ON THESE DRAWINGS SHALL NOT BE CARRIED OUT WITHOUT WRITTEN PERMISSION FROM BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN. 3. PLAN DIMENSIONS ARE TO FACE OF FINISHED WALL OR FACE OF CONCRETE, U.O.N. 4. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING ANY LANDSCAPE ELEMENTS INDICATED TO REMAIN IF THEY ARE DAMAGED BY CONSTRUCTION. 5. DO NOT SCALE DRAWINGS FOR DIMENSIONS. WHERE THERE IS A DISCREPANCY BETWEEN WRITTEN DIMENSIONS AND ACTUAL DIMENSIONS OR CONDITIONS, CONTACT BRIAN ENRIGHT & ADRIAN DEADWYLER DESIGN FOR INTERPRETATION PRIOR TO COMMENCEMENT OF WORK. 6. ALL OUTDOOR LIGHTING SHALL COMPLY WITH THE CITY AND/OR COUNTY LIGHTING AND POLLUTION ORDINANCE 7. DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDE ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC SECTION 3315.1 8. BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. GENERAL NOTES HERS VERIFICATION SUMMARY REQUIRED SPECIAL FEATURES: THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE · DUCTS WITH HIGH LEVEL OF INSULATION · CEILING WITH HIGH LEVEL OF INSULATION HERS FEATURE SUMMARY: BUILDING-LEVEL VERIFICATIONS: · KITCHEN RANGE HOOD COOLING SYSTEM VERIFICATIONS: · -- NONE -- HEATING SYSTEM VERIFICATIONS: · VERIFIED HEAT PUMP RATED HEATING CAPACITY HVAC DISTRIBUTION SYSTEM VERIFICATIONS: · -- NONE -- DOMESTIC HOT WATER SYSTEM VERIFICATIONS: · -- NONE -- 1. PROPERLY COMPLETED AND SIGNED CERTIFICATES OF INSTALLATION (CF2R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. FOR PROJECTS REQUIRING HERS VERIFICATION, THE CF2R FORMS SHALL BE REGISTERED WITH A CALIFORNIA-APPROVED HERS PROVIDER DATA REGISTRY.” CF2R FORMS ARE AVAILABLE AT 2. PROPERLY COMPLETED CERTIFICATES OF VERIFICATION (CF3R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD FOR ITEMS REQUIRING HERS VERIFICATION. CF3R FORMS SHALL BE REGISTERED WITH A CALIFORNIA-APPROVED HERS PROVIDER DATA REGISTRY.” 1. STRUCTURAL ENGINEER - LAMAR ENGINEERING INC. ··PRINCIPLE ENGINEER: LUIS LABRADA ··619.370.9515 | LLABRADA@LAMARENG.COM ··809 BOWSPRIT ROAD, SUITE 105 CHULA VISTA, CA 91914 2. MECHANICAL, ELECTRICAL, PLUMBING ENGINEERs: PRO ENGINEERING CONSULTING INC. ··PROJECT MANAGER: MOHAN S ··888.776.1691 | MOHAN@PROENGC.COM ··2712 LOKER AVE WEST, #1063 CARLSBAD, CA. 92010 ENGINEER OF RECORD SEE SHEET MT01 1 2 E001 NON-RESIDENTIAL SCHEDULES, NOTES & DETAILS E002 RESIDENTIAL SCHEDULES, NOTES & DETAILS E003 PANEL SCHEDULES & 1-LINE E004 PANEL SCHEDULES E005 PANEL SCHEDULES E006 TITLE-24 LTS, PART 1 E007 TITLE-24 LTS, PART 2 E100 ELECTRICAL SITE PLAN E101 LIGHTING PLAN, GARAGE E102 POWER & EQUIPMENT PLAN, GARAGE E201 LIGHTING PLAN, FIRST FLOOR E202 POWER PLAN, FIRST FLOOR E203 EQUIPMENT PLAN, FIRST FLOOR E301 LIGHTING PLAN, SECOND FLOOR E302 POWER PLAN, SECOND FLOOR E303 EQUIPMENT PLAN, SECOND FLOOR P001 PLUMBING SCHEDULES & NOTES P002 PLUMBING DETAILS P003 PLUMBING DETAILS P100 PLUMBING SITE PLAN P101 WASTE & VENT PLAN, 1ST & 2ND FLOOR P102 WASTE & VENT PLAN, ISOMETRICS P201 HW & CW PLAN, 1ST & 2ND FLOOR P202 HW & CW PLAN, ISOMETRICS P301 GAS PLAN, 1ST & 2ND FLOOR P302 GAS PLAN, ISOMETRICS P401 ROOF PLUMBING GN1 CAL-GREEN GENERAL NOTES 2 PHOTO P1 PHOTO P2 PHOTO P3 PHOTO P4 PHOTO P5 PHOTO P6 PHOTO P7 PHOTO P8 · ALL STORM WATER RUNOFF FROM EXISTING, PROPOSED, AND/OR REPLACED IMPERVIOUS AREAS SHALL BE ROUTED TO PERVIOUS SURFACES OR LANDSCAPING PRIOR TO REACHING THE PUBLIC DRAIN SYSTEM. A. EXISTING APARTMENT BUILDING: 12 UNITS - 7,853 S.F. B. EXISTING GARAGE - 2,662 S.F. C. SIDEWALK / WALKWAY / PAVERS D. ELECTRIC METER BOX - 13 PANELS E. GAS METER F. EXISTING 7' HT SECURITY GATED ENTRY G. 3' HT WOOD FENCE PER FRONT YARD FENCE APPLICATION H. EXISTING 6'-8" HT BLOCK WALL I. EXISTING 6'-8" HT WOOD FENCE J. EXIST. 1 1 2" WATER METER K. DRIVEWAY(S) L. POWER LINE POLE M. NEW GAS LINE TO BBQ GRILL N. FIRE HYDRANT O. FIRE EXTINGUISHER / BOX A = SEE SITE PLAN SITE PLAN KEYNOTES SITE ID IMPERVIOUS ITEM DIMENSIONS NEW OR REPLACED AREA (S.F.) EXISTING AREA (S.F.) 1 APARTMENT BLDG VARIOUS 4,037 S.F. REP. FULL ROOF 4,037 S.F. 2 BALCONY VARIOUS 50S.F. REP. RAILING 464 S.F. 3 DET. GARAGE 20'-2"x132'-0"0 S.F.2,662 S.F. 4 CONC. WALKWAYS VARIOUS 0 S.F.1,904 S.F. 5 DRIVEWAY(S) 10'-0"x132'-0"0 S.F.1,320 S.F. IMPERVIOUS AREA TABLE LAND DISTURBANCE: 50 S.F. LOT SIZE: 15,464 S.F. TOTAL IMPERVIOUS AREA: 10,387 S.F. TOTAL PERVIOUS AREA: 5,077 S.F. AREA OF WORK DIRT - PERVIOUS FRONT YARD FENCE ELEVATION GROUND LINE 3' - 0 " WOOD FENCE NOT TO SCALE 4" M A X W I D T H 4" M I N . S P A C I N G EQ. 4' MAX SPACING EQ. 4' MAX SPACING 1 Bldg #105119822 Elect # 20583229 Mech # 40539238 Plumb # 30547435 APPROVALS: PLNG - C. Santana BLDG - CSG ELECT - M. Smith PLUMB/MECH - T. Luka HOLD - 1223 N Ross St3/4/2025 REN. 05-31-2025 DONNAJ E A NBROWN No. C18361 September 20, 2024 A102 PROJECT INFO SITE PLAN RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT LICENSED ARCHITECT STATE O OFCALIFRNIA DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 9/20/24 DATE 9/20/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 09.20.24 ROSS COMMONS APARTMENTS 1223 N ROSS ST, SANTA ANA, CA 92701 NEIGHBORING PROPERTY 1225 N ROSS ST, SANTA ANA, CA 92701 NEIGHBORING PROPERTY 424 W WASHINGTON AVE. SANTA ANA, CA 92701 NEIGHBORING PROPERTY 422 W WASHINGTON AVE. SANTA ANA, CA 92701 ⅊ 146.00 ⅊ 1 0 6 . 0 0 ⅊ 1 0 6 . 0 0 ⅊ 1 0 6 . 0 0 ⅊ 1 0 6 . 0 0 ⅊ 55.00'⅊ 40.00'⅊ 49.50' SIDE YARD AUTHORIZATION LETTERS THE PROPERTY OWNER OF 1225 N. ROSS ST., HAS OBTAINED AUTHORIZATION FROM ALL NEIGHBORING NORTH PROPERTIES IN ORDER TO INSTALL AND MAINTAIN A/C UNITS WITHIN THE NORTH SIDE YARD SETBACK. SEE NOTARIZED AUTHORIZATIONS LETTERS FOR THE PROPERTIES BELOW. ·1223 N ROSS ST., SANTA ANA, CA 92701 ·424 W WASHINGTON AVE., SANTA ANA, CA 92701 ·422 W WASHINGTON AVE., SANTA ANA, CA 92701 HOLD - 1223 N Ross St3/4/2025 October 28, 2024 A201 EXIST / DEMO APT. FLOOR PLAN RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT 2ND FLOOR PLAN EXIST. / DEMO SCALE : 1/4" = 1' 1ST FLOOR PLAN EXIST. / DEMO SCALE : 1/4" = 1' LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 10/28/24 DATE 10/28/2024 EXTERIOR DOOR & WINDOW SCHEDULE SYM.LOCATION DESCRIPTION TEMP.SIZE QTY.GLAZING AREAW.HT.SF REPLACED WINDOWS - EXISTING SIZE OF WINDOWS UNCHANGED A BATHROOM VINYL SLIDING X 2'10''1'10''5.19 12 62.33 B LAUNDRY VINYL SLIDING X 5'10''2'10''16.53 1 16.53 C UNIT 6 LIVING RM VINYL SLIDING 3'10''2'10''10.86 1 10.86 D KITCHEN VINYL SLIDING X 2'10''3'2''8.97 8 71.78 E LIVING RM VINYL SLIDING 5'10''5'10''34.03 11 374.31 F BED #2 UNIT 1 & 8 VINYL SINGLE HUNG 2'10''6'0''17 2 34 G KITCHEN UNIT 2 & 7 VINYL SLIDING X 4'10''3'10''18.53 2 37.06 H KITCHEN UNIT 2 & 7 VINYL SLIDING X 2'10''2'10''8.03 2 16.06 1 ENTRY FULL LIGHT WOOD DOOR X 3'0''6'8''20 12 240 2 LAUNDRY SOLID WOOD 2'6''6'8''16.7 1 16.7 NEW - WINDOWS HEIGHT INCREASED TO MEET EGRESS J BEDROOM VINYL SLIDING 5'10''3'0''17.5 14 245.0 TOTAL REPLACED GLAZING 879.58 TOTAL NEW GLAZING 245.00 TOTAL GLAZING AREA 1124.58 CONTRACTOR TO VERIFY WINDOW SIZES BEFORE ORDERING NEW WINDOWS WINDOWS ARE ARGON FILLED, U = 0.30, DOORS U = 0.20, U.N.O. EGRESS: MIN. CLR. OPEN 5.7 SF: MIN. NET CLEAR HT. 24", W. 20"; 44" MAX. SILL HT. EG = EGRESS # = DOOR A = WINDOW DOOR HARDWARE: MINIMUM 1” THROW ON DEADBOLT OR DEAD LATCH FOR ALL EXTERIOR DOORS. ALL LOCKS MUST BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT. DOOR ROUGH OPENINGS TO BE 4-1/2” MIN. FROM ADJACENT WALL U.N.O. REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 CL O S E T BED #1 BED #2 CLOSET CLOSET CLOSET BED #1 BED #2 BATH #1 KITCHEN KITCHEN LIVING UNIT #1 UNIT #2 UNIT #3 CL O S E T CL O S E T BED #1 BED #1BATH#1BED #1 BATH#1 UNIT #4 BATH#1BED #1 UNIT #5 CL O S E T CL O S E T UNIT #6 BED #1 WH 52 ' - 7 " 119'-10" 38 ' - 9 " KITCHEN LIVING KITCHEN LIVING KITCHEN LIVING LIVING BATH#1 83'-2" A A A A A A B C 1 1 1 1 1 1 2 DDDDEEE E E F G G H 28'-4"8'-4" 119'-10" 12 ' - 0 " LAUNDRY E-PNL E-PNL E-PNL E-PNL E-PNL E-PNL LIVING RM 25 ' - 1 0 " 1 0 2 3 4 5 6 7 8 E-MTR BOX 13 - ELECTRIC METERS 0 1 2 3 4 5 6 7 8 UP UP KITCHEN CL O S E T CL O S E T CL O S E T CL O S E T CL O S E T DEMO WOOD AWING BALCONY ABOVE BB B B B B B LIVING RM CL O S E T BED #1 BED #2 CLOSET CLOSET BED #1 BED #2 BATH #1 KITCHEN KITCHEN LIVING UNIT #8 UNIT #7 UNIT #9 CL O S E T CL O S E T BED #1 BED #1BATH#1BED #1 BATH#1 UNIT #10 BATH#1BED #1 UNIT #11 CL O S E T CL O S E T BED #1 52 ' - 7 " 119'-10" 30 ' - 9 " KITCHEN LIVING KITCHEN LIVINGLIVING LIVING BATH#1 91'-6" A A A A A A 1 1 1 1 1DDDDEEE E F G H 28'-4" 119'-10" LAUNDRY FLAT ROOF E-PNL E-PNL E-PNL E-PNL E-PNL E-PNL E G CL O S E T UNIT #12 E 1 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4' - 0 " 4' - 0 " 26 ' - 9 " 4'-0" 6' - 0 " 7'-8" 15 ' - 1 0 " 75'-2"3'-6"8'-10" 0 1 2 3 4 5 6 7 8 9 10 11 12 13 15 DEMO WOOD AWING BELOW BALCONY BA L C O N Y DN DN 14 CL O S E T CL O S E T CL O S E T CL O S E T CL O S E T KITCHEN CL O S E T KITCHEN CL O S E T BB B B B B B DEMO NOTES ·THIS PLAN DOES NOT INDICATE ALL ITEMS (I.E. DUCTWORK, FLOOR IRREGULARITIES) THAT MAY REQUIRE DEMOLITION. PERFORM ALL DEMOLITION WORK AS REQUIRED FOR COMPLETION OF THIS PROJECT. ·THE CONTRACTOR SHALL VERIFY EXISTING/FIELD CONDITIONS AND INSPECT SITE CONDITIONS PRIOR TO SUBMIT A BID. NO ADDITIONAL COSTS WILL BE ACCEPTED FOR CONDITIONS THAT HAVE NOT BEEN FIELD VERIFIED PRIOR TO BIDDING. ·REMOVE EXISTING IRREGULARITIES IN FLOOR (I.E. ANCHOR BOLTS AND CONCRETE POURS). ANY AND ALL UNDER-SLAB LINES (PLUMBING OR ELECTRICAL) BEING ABANDONED ARE TO BE CLEANED AND CAPPED BENEATH THE SURFACE OF THE SLAB AND THE CONCRETE SLAB SHALL BE PATCHED. LEVEL FLOOR AS REQUIRED. ·REPAIR EXTERIOR SIDING TO MATCH BUILDING (TYPICAL IN AREAS OF WORK) ·REUSE MATERIALS WHEREVER FEASIBLE. ALL TRASH AND UN-REUSABLE MATERIALS CREATED AS A RESULT OF DEMOLITION WORK SHALL BE PROPERLY DISPOSED OF OFF-SITE. CONTRACTOR SHALL VERIFY RESTRICTIONS REGARDING THE DISPOSAL OF CONSTRUCTION DEBRIS PRIOR TO BIDDING. ·CONTRACTOR SHALL INSURE THERE IS NO INTERFERENCE WITH ROADS, STREETS, DRIVEWAYS, LOADING DOCKS, AND ADJACENT FACILITIES. CONTRACTOR SHALL OBTAIN PERMISSION FROM THE OWNER AND BUILDING DEPARTMENT BEFORE OBSTRUCTING THE ABOVE. ·CONTRACTOR TO REMOVE ALL DEBRIS FROM THE SITE AND DISPOSE OF OFF PREMISES PER LOCAL REQUIREMENTS. ·VERIFY ALL UTILITY, SEWER, OR OTHER SERVICES BEFORE CORE DRILLING, SAW-CUTTING, AND/OR TRENCHING. PROVIDE BACK-FILL COMPACTION INFORMATION TO THE BUILDING DEPARTMENT AS REQUIRED. ·PREPARE FLOOR SURFACE FOR STONE, VINYL, AND CARPET FLOORING. PROVIDE LEVELING CONCRETE AND GRINDING/SMOOTHING OF ANY EXISTING IRREGULARITIES. #= NOTE NUMBER REPAIR NOTES ·BELOW IS A LIST OF WORK THAT WAS PERFORMED IN ALL UNITS, WITHOUT A PERMIT. ALL WORK WILL NEED TO BE FULLY INSPECTED AND CERTIFIED BY ENGINEER(S), LICENCE CONTRACTOR(S) AND BUILDING DEPARTMENT INSPECTOR(S). ·NO BEARING WALLS ARE BEING REMOVED. INTERIOR WALLS BEING REMOVED ARE NON-BEARING BUILDING INTERIOR: 1.BATHROOMS: REMOVE/REPLACE ALL PLUMBING FIXTURES. 2.KITCHEN: REMOVE/REPLACE ALL APPLIANCES AND VENTILATION. MOVE GAS PLUMBING LINES TO NEW STOVE LOCATION. 3.REMOVE PARTITION WALLS IN KITCHEN TO CREATE AN OPEN FLOOR PLAN. KITCHEN WALL IS NON-BEARING. 4.REMOVE GAS WALL HEATER. VERIFY THAT GAS PLUMBING IS PROPERTY CAPPED. 5.ELECTRICAL: REMOVE/REPLACE ALL INTERIOR LIGHTING FIXTURES, LIGHT SWITCH AND OUTLETS LOCATIONS. 6.VERIFY 2-HR FIRE RATING BETWEEN UNITS IN SEPARATION WALLS AND FLOORS 7.ALL DOORS AND WINDOWS REPLACED EXTERIOR BUILDING AND SITE: 8.REMOVE AWNING AND POSTS FOR UNIT #1 ENTRY. 9.REMOVE AND REPLACE VERTICAL WOOD SIDING ON BUILDING 10.REMOVE AND REPLACE ALL ROOF SHEATHING. VERIFY MECHANICAL VENTILATION LOCATIONS AND INSTALLATION. 11.REMOVE BALCONY ROOF POSTS. 12.KEEP EXISTING STAIR AND REMOVE UNPERMITTED STAIR METAL RAILING AND BALCONY METAL RAILING. DETACHED GARAGE(S) 1.ADD LIGHTING TO EXTERIOR BUILDING 2.ADD MECHANICAL VENT IN TRASH STORAGE GARAGE 3.ADD GARAGE DOOR OPENER AND ELECTRICAL OUTLETS TO GARAGE 1 2 SD SMOKE DETECTOR/ LIGHT/EXHAUST FAN (80 CFM) INT. EXHAUST FAN (100 CFM) INT. CARBON MONOXIDE COMBO S C 2-HR FIRE SEPARATION BETWEEN UNITS AND FLOOR LEVELS EXIST WALLS NEW WALLS DEMOLISHED WALLS SINGLE POLE TOGGLE SWITCH 3WY,DOOR ACTIVATED,DIMMER GFI DED 4WAY STD. 6" RECESSED CAN LIGHT STD. OUTLET (GFI/DEDICATED AS NOTED) 2WAY 3WAY D.A. 4" 6" LEGEND EXTERIOR LIGHT E-PNL ELECTRIC PANEL GAS WALL HEATER HOLD - 1223 N Ross St3/4/2025 October 28, 2024 A202 PROP. APARTMENT FLOOR PLAN RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT 2ND FLOOR PLAN PROPOSED SCALE : 1/4" = 1' 1ST FLOOR PLAN PROPOSED SCALE : 1/4" = 1' EXTERIOR DOOR & WINDOW SCHEDULE SYM.LOCATION DESCRIPTION TEMP.SIZE QTY.GLAZING AREAW.HT.SF REPLACED WINDOWS - EXISTING SIZE OF WINDOWS UNCHANGED A BATHROOM VINYL SLIDING X 2'10''1'10''5.19 12 62.33 B LAUNDRY VINYL SLIDING X 5'10''2'10''16.53 1 16.53 C UNIT 6 LIVING RM VINYL SLIDING 3'10''2'10''10.86 1 10.86 D KITCHEN VINYL SLIDING X 2'10''3'2''8.97 8 71.78 E LIVING RM VINYL SLIDING 5'10''5'10''34.03 11 374.31 F BED #2 UNIT 1 & 8 VINYL SINGLE HUNG 2'10''6'0''17 2 34 G KITCHEN UNIT 2 & 7 VINYL SLIDING X 4'10''3'10''18.53 2 37.06 H KITCHEN UNIT 2 & 7 VINYL SLIDING X 2'10''2'10''8.03 2 16.06 1 ENTRY FULL LIGHT WOOD DOOR X 3'0''6'8''20 12 240 2 LAUNDRY SOLID WOOD 2'6''6'8''16.7 1 16.7 NEW - WINDOWS HEIGHT INCREASED TO MEET EGRESS J BEDROOM VINYL SLIDING 5'10''3'0''17.5 14 245.0 TOTAL REPLACED GLAZING 879.58 TOTAL NEW GLAZING 245.00 TOTAL GLAZING AREA 1124.58 CONTRACTOR TO VERIFY WINDOW SIZES BEFORE ORDERING NEW WINDOWS WINDOWS ARE ARGON FILLED, U = 0.30, DOORS U = 0.20, U.N.O. EGRESS: MIN. CLR. OPEN 5.7 SF: MIN. NET CLEAR HT. 24", W. 20"; 44" MAX. SILL HT. EG = EGRESS # = DOOR A = WINDOW DOOR HARDWARE: MINIMUM 1” THROW ON DEADBOLT OR DEAD LATCH FOR ALL EXTERIOR DOORS. ALL LOCKS MUST BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL EFFORT. DOOR ROUGH OPENINGS TO BE 4-1/2” MIN. FROM ADJACENT WALL U.N.O. WINDOW ELEVATION SCALE : 1/4" = 1' LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 10/28/24 DATE 10/28/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 CL O S E T BED #1 BED #2 CLOSET S CW/D UNIT W/D UNITCLOSET CLOSET BED #1 BED #2 BATH #1 SHELVES KITCHEN KITCHEN LIVING UNIT #1 UNIT #2 UNIT #3 CL O S E T CL O S E T BED #1 BED #1 BATH#1 W/D UNIT BATH #1 BATH#1 W/D UNIT UNIT #4 BATH#1 BED #1 UNIT #5 W/D UNIT CL O S E T CL O S E T W/D UNIT UNIT #6 BED #1 WH 52 ' - 7 " 119'-10" 38 ' - 9 " KITCHENLIVING KITCHENLIVINGKITCHENLIVING KITCHEN LIVING BATH#1 83'-2" A A A A A A B C 1 1 1 1 1 1 2 DDDDEEE E E F G G H 28'-4"8'-4" 119'-10" 12 ' - 0 " 31 2" LAUNDRY E-PNL S C S C S C S C S C S C S C S C LIVING RM 25 ' - 1 0 " S C S C 1 0 2 3 4 5 6 7 8 6' - 2 " 0 1 2 3 4 5 6 7 8 UP UP A A202 3'-0" 2 15 " 15 " 2 2 2 2 2 24" 3 4 E-PNL 60"30 "6 6 6 6 6 6 3 3 1 1 1 11 1 5 2'-10" 6' - 8 " J J SEC A204 32 2 2 2 2 2 2 2 2 2 2 2 2 2R 2 2R 2 J SD SD SD SD SD SD SD SD 8 8 8 8 8 8 1 1 4 1 E-PNL 4 1 E-PNL 4 1 E-PNL 4 1 E-PNL 4 1 J J J J LIVING RM CL O S E T BED #1 BED #2 S CW/D UNIT W/D UNITCLOSET CLOSET BED #1 BED #2 SHELVES KITCHEN KITCHEN LIVING UNIT #8 UNIT #7 UNIT #9 CL O S E T CL O S E T BED #1 BED #1BATH#1 W/D UNIT BED #1 BATH#1 W/D UNIT UNIT #10 BATH#1BED #1 UNIT #11 W/D UNIT CL O S E T CL O S E T W/D UNIT BED #1 52 ' - 7 " 119'-10" 30 ' - 9 " KITCHENLIVING KITCHENLIVINGKITCHENLIVING KITCHEN LIVING BATH#1 91'-6" A A A A A A J 1 1 1 1 1DDDDEEE E F G H 28'-4" 119'-10" LAUNDRY FLAT ROOF E-PNL E- P N L S C S C S C S C S C S C S C S C E G CL O S E T UNIT #12 E 1 0 2 3 4 5 6 7 8 9 10 11 12 13 14 15 4' - 0 " 4' - 0 " 26 ' - 9 " 4'-0" 6' - 0 " 7'-8" 15 ' - 1 0 " 75'-2"3'-6"8'-10" 3' - 6 " S C S C S C 0 1 2 3 4 5 6 7 8 9 10 11 12 13 15 BALCONY BA L C O N Y DN DN 14 4 BATH #1 2 6 6 6 6 6 6 2 2 222 1 1 1 11 1 7 3'-0" 6' - 8 " J J 2 2 2 2 2 2 2 2 2 2 2 2 2 2R 2 2R 2 SD SD SD SD SD SD SD SD 8 8 8 8 8 8 E-PNL 4 1 E-PNL 4 1 E-PNL 4 1 E-PNL 4 141 4 E-PNL 1 J J J J FLOOR PLAN NOTES ·EAVES AND DOWNSPOUTS AND ANY PORTION OF A FENCE OR OTHER STRUCTURES WITHIN 5'-0" OF THE BUILDING SHALL BE CONSTRUCTED OF METAL OR NON-COMBUSTIBLE MATERIAL OR APPROVED EXTERIOR FIRE-RETARDANT WOOD OR CAL-FIRE APPROVED MATERIAL THAT MEETS THE SAME FIRE RESISTIVE STANDARDS AS THE EXTERIOR WALLS OF THE BUILDING. PROVIDE DOCUMENTATION TO FIELD INSPECTOR AS THESE ITEMS ARE PROVIDED DURING CONSTRUCTION. ·REPAIR EXTERIOR SIDING TO MATCH BUILDING (TYPICAL IN AREAS OF WORK) ·SMOKE AND CARBON MONOXIDE DETECTORS OLDER THAN 10 YEARS SHALL BE REPLACED. (SEE SMOKE DETECTOR NOTES ON A401) ·ALL INSTALLED WATTAGES IN KITCHEN SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR. UNDER-CABINET LIGHTING SHALL BE SWITCHED SEPARATELY ·ALL KITCHEN & BATH RECEPTACLES SHALL BE GFCI PROTECTED AND LOCATED SO THAT NO POINT IS MORE THAN 24" FROM A RECEPTACLE OUTLET. COUNTER TOP AREAS WITH A MINIMUM DIMENSION OF 12" WIDTH SHALL BE PROVIDED WITH A RECEPTACLE. RECEPTACLES SHALL BE LOCATED NO MORE THAN 20" ABOVE COUNTER TOP. ISLANDS/PENINSULAS SHALL HAVE AT LEAST ONE RECEPTACLE. ···PROVIDE TWO 20-AMP SMALL APPLIANCE BRANCH CIRCUITS. PROVIDE SEPARATE CIRCUITS FOR THE GARBAGE DISPOSAL, DISHWASHER, AND REFRIGERATOR. ·ALL PLUMBING FIXTURES HAVE BEEN REPLACED IN EACH UNIT. 1.NEW STANDARD GAS RANGE OVEN WITH MICROWAVE AND RANGE HOOD. 2.WATER CLOSET: 1.28 GAL MAX. PROVIDE MIN. 24" CLEARANCE IN FRONT OF TOILET AND 30" WIDE MIN. CLEARANCE FROM CENTERLINE OF TOILET. 3.UPGRADE EXIST 400A TO 600A MAIN METER. ELECTRIC METER BOX WITH 13 ELECTRIC METERS INSIDE. 4.UPGRADE EXISTING ELECTRIC PANEL IN ALL UNITS TO 100A. 5.EXIST. CONC. STOOP 7" MAX STEP FROM GRADE 1" MAX DROP AT THRESHOLD OF OUT-SWINGING DOOR. SLOPE LANDING AT EACH DOOR SHALL NOT EXCEED A SLOPE OF 1/4 " UNIT VERTICAL IN 12 UNITS HORIZONTAL (2%) 6.NEW SHOWER COMPARTMENT 30"x60". TYPICAL IN ALL UNITS 7.NEW 20 FT METAL SUSPENDED AWNING 8.NEW VERTICAL WOOD SIDING. VERIFY THAT WINDOWS ARE NOT INSTALLED ON THE OUTSIDE OF WOOD SIDING. #= NOTE NUMBER #= NOTE NUMBERMECHANICAL NOTES 1.WATER HEATER - TANK (EXISTING) 1.1.BRADFORD WHITE - COMMANDER SERIES: ATMOSPHERIC VENT COMMERCIAL GAS WATER HEATER MODEL: UCG100H1993N BTU: 199,999 2.MINI-SPLIT SYSTEM - INDOOR UNITS (NEW) 2.1.SAMSUNG - WINDFREE 3.0e, WALL MOUNTED UNIT MODEL: AR12CSFCMWKNCV BTU: 12,000 3.MINI-SPLIT SYSTEM - OUTDOOR UNIT (NEW) 3.1.SAMSUNG - FJM SERIES 3-PORT HEATING AND COOLING SYSTEM MODEL: JXH24J3B BTU: 29,600 4.NOTE: ANY MINI SPLIT SYSTEM IS ACCEPTABLE AS LONG AS THE UNIT OUTPUT IS SIMILAR 5.F.A.U.'s & GAS FIRED STORAGE TANK WATER HEATERS IN GARAGES MUST BE INSTALLED ON 18" HT. PLATFORMS. WATER HEATERS IN UPPER FLOORS AND ATTICS TO BE INSTALLED WITH A DRIP PAN DRAINED TO THE OUTSIDE. 6.EXHAUST DUCTS AND DRYER VENTS SHALL BE EQUIPPED WITH BACK-DRAFT DAMPERS. 7.REFER TO SHEETS: GENERAL NOTES, AND CALIFORNIA GREEN BUILDING NOTES (GN1) FOR ADDITIONAL PIPING INSULATION REQUIREMENTS 8.SEE MECHANICAL PLANS FOR CALCULATIONS 2 SD MOE ETETOR EUTET N M EUT N RBON MONOE OMBO S C 2R RE ERTON BETEEN UNT N OOR EE ET NE ERT OO N EMOE LEGEND E-PNL EETR NE J EGRESS 6'-0"2'-7" 6' - 8 " 4' - 0 " 8' - 0 " F L O O R T O C E I L I N G 2'-7" 11'-2" UNIT #1 BEDROOM #1 (TYP. IN ALL BEDROOMS) FIN. FLOOR 1' - 4 " 2' - 8 " 42 " M A X HOLD - 1223 N Ross St3/4/2025 October 2, 2024 A203 DETACHED GARAGE FLOOR PLAN RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT PROP. FLOOR PLAN DETACHED GARAGE SCALE : 1/4" = 1' EXIST. / DEMO FLOOR PLAN DETACHED GARAGE SCALE : 1/4" = 1' LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 10/2/24 DATE 10/2/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 GARAGE #1 GARAGE #2 GARAGE #3 GARAGE #4 GARAGE #5 TRASH / STORAGE GARAGE #6 GARAGE #7 GARAGE #8 GARAGE #9 GARAGE #10 GARAGE #11 GARAGE #12 20 ' - 2 " 132'-0" 8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"20'-2"11'-5" 20 ' - 2 " 1 132'-0" GARAGE #1 GARAGE #2 GARAGE #3 GARAGE #4 GARAGE #5 TRASH / STORAGE GARAGE #6 GARAGE #7 GARAGE #8 GARAGE #9 GARAGE #10 GARAGE #11 GARAGE #12 G G G G G G G G G G G G GG G G G G G G G 4GGGGGG G TRASH CONTAINER TRASH CONTAINER 132'-0" 20 ' - 2 " 8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"8'-6"20'-2"11'-5" 2 23 20 ' - 2 " 132'-0" SD SMOKE DETECTOR/ CARBON MONOXIDE COMBO S C EXIST WALLS NEW WALLS DEMOLISHED WALLS FLOOR PLAN NOTES ·REPAIR STUCCO OR WOOD SIDING TO MATCH BUILDING (TYPICAL IN AREAS OF WORK) ·ALL INSTALLED WATTAGES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR. ·SEE GARAGE ELECTRICAL PLANS ON SHEET E101 & E102 ·ANY ROTTEN PLATES AND STUDS MUST BE REPLACED WITH 2x WOOD MEMBERS. FIELD VERIFY DAMAGE, IF ANY. ·RE-ROOF GARAGE: VERIFY OR PROVIDE CLASS "A" ROOF AND RADIAN BARRIER PER WALL DETAIL ON SHEET A204 1.REMOVE EXISTING, MANUAL OPENING, WOOD GARAGE DOOR. REPLACE WITH METAL GARAGE DOOR w/ GARAGE DOOR OPENER. 2.NEW EXTERIOR LIGHTING ON EXTERIOR BUILDING 3.NEW INSET METAL MAILBOX NOTE NME GARAGE OPENER W/ LIGHTG GARAGE SWITCHG POWERED VENT 240 4 DUPLEX OUTLET EXTERIOR LIGHT LEGEND HOLD - 1223 N Ross St3/4/2025 November 21, 2024 A204 ROOF PLAN & SECTIONS RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT ROOF PLAN APARTMENT BLDG SCALE : 1/4" = 1' ROOF PLAN DETACHED GARAGE SCALE : 1/4" = 1' SECTION APARTMENT BLDG SCALE : 1/4" = 1' LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 11/21/24 DATE 11/21/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 1A1A1A1A1A1A1A1A1A1A 1A 1A 1A 1A 1A 1C1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1C 1B 1B 2A DN DN DS DS DS DS DS DS DS DS BALCONY DS BALCONY DS SEC A204 4 12 4 12 4 12 VENTING & CRAWL NOTES ATTIC VENTING 1.VENTING FOR ROOF OVER APARTMENT BUILDING: ATTIC AREA = 4,925 S.F. x 1 300 = 16.42 S.F. x 144 = 2364.48 IN2 NFVA REQUIRED. 2,905 IN2 NFVA PROVIDED 1.A.EXHAUST VENT: 15 - VULCAN 2"x120" CONTINUOUS VENT, VSC2120: 15(96IN2 NFVA) = 1,425 IN2 NFVA 1.B.EXHAUST VENT: 2 - VULCAN 14"x12" GABLE VENT, VG1412S: 2(58IN2 NFVA) = 116 IN2 NFVA 1.C.INTAKE VENT: 31 - VULCAN 5.5"x14" EAVE VENT, VE5514: 31(44IN2 NFVA) = 1,364 IN2 2.LAUNDRY ROOM VENT 2.A.EXHAUST VENT: 1 - 12" DIAMETER ROOF VENT WITH TAIL PIPE 3.TRASH ROOM VENT 3.A.EXHAUST VENT: GREENHECK MECHANICAL ROOF VENT 4.WHERE EAVES ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MIN. OF 1" OF AIR SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. TO ACCOMMODATE THE THICKNESS OF THE INSULATION PLUS THE REQUIRED 1" CLEARANCE, MEMBER SIZES MAY BE INCREASED FOR RAFTER-CEILING JOISTS. 5.RADIANT BARRIER IS REQUIRED FOR ALL NEW ROOF AREAS. CRAWL 1.EXISTING CONCRETE SLAB ON GRADE. #= NOTE NUMBERNO SCALETYPICAL WALL DETAIL GRADE 8" M I N 2" M I N @ C O N C 12 PER PLAN TYPICAL ROOFING SYSTEM: ·ENTIRE ROOF HAS BEEN RE-ROOF ·FRAMING PER STRUCTURAL PLAN ·5/8" CDX PLYWOOD OR PER STRUCTURAL ·R-38 MIN PAPER FACED BATT INSULATION MIN 1" AIRSPACE BETWEEN INSULATION AND ROOF SHEATHING ·APARTMENT GABLE ROOF & HIP PORTION OF GARAGE: CLASS 'A' FIRE RATING ··ROOF MATERIAL: ASPHALT SHINGLE ··UNDERLAYMENT: ROOFING FELT 2-LAYERS #15 ··LISTING REPORT #ESR-1389 CERTAINTEED ·FLAT ROOF PORTION OF GARAGE AND LAUNDRY: CLASS 'A' FIRE RATING ··ROOF MATERIAL: TPO MEMBRANE ROOFING (EVERGUARD EXTREME TPO) ··UNDERLAYMENT: ROOFING FELT 2-LAYERS #15 ··LISTING REPORT #ESR-4676 ·RADIANT BARRIER REQUIRED FOR NEW ROOF ·FOR ATTIC VENTING SEE ATTIC NOTES TYPICAL EAVE ASSEMBLY ·FOR EAVES WITHIN 5' OF PROPERTY LINE (NORTH SIDE OF BUILDING) ··NON-COMBUSTIBLE OR IGNITION RESISTANT MATERIAL ··FIRE RETARDANT PRESSURE TREATED LUMBER FASCIA ··FIRE RETARDANT LUMBER: USE EITHER EXTERIOR FIRE-X RETARDANT TREATED LUMBER, CA SFM LISTING 2520-1701:100, OR FRX FIRE RETARDANT TREATED WOOD, ESR-1159 ··ALL FIRE RETARDANT TREATED LUMBER SHALL NOT BE LEFT UNFINISHED ·2x FACIA ·2x6 @16" RAFTER TAILS TYPICAL. FOR EAVE WITH 4'-0" OVERHANG, SISTER NEW 2x6 ROOF RAFTERS. SEE STRUCTURAL ·REPLACE EXISTING STUCCO OVER EAVES IN AREAS OF REPAIR. TYPICAL ·METAL DRIP EDGE TYPICAL EXTERIOR WALL SYSTEM ·2x FRAMING @ 16" o.c. (OR PER SHEAR WALL SCHED.) ·R-10 MIN RIGID INSUL @ DOOR/WINDOW HEADERS ·R-15 PAPER FACED BATT INSULATION ON WALLS ·(2) LAYERS 15# BUILDING PAPER ·DRIP SCREED OF 26 GA. METAL w/31/2" FLANGE TO TOP OF CONCRETE (IF APPLICABLE) ·STUCCO SIDING TO MATCH EXISTING ·PTDF BOTTOM PLATE ·STUCCO TO TOP OF CONCRETE FOUNDATION ·ON AREAS WHERE WOOD SIDING EXISTS, USE COMPOSITE WOOD SIDING. NEWTECH WOOD - ICC ESR-3923 OR SIMILAR FLOOR & /FLOOR CEILING SYSTEM ·WOOD SUB FLOOR PER STRUCTURAL ·FLOOR FRAMING PER STRUCTURAL PLAN ·R-30 BATT INSULATION ·SEE FIRE/SOUND ASSEMBLY DETAIL 2HR-F SHEET A204 FOUNDATION SYSTEM: ·CONC. FOOTINGS PER FOUNDATION PER PLAN METAL DRIP EDGE 1 2 3 2ND FLR 1ST FLR 1 2 3 5 5 2 2'-0"4'-0" 8' - 0 " EXIST. S.O.G. EXIST. S.O.G. FINISHED FLOOR 8' - 0 " FINISHED FLOOR EIST ALL FRAMING R15 BATT INSULATION EIST ALL FRAMING R15 BATT INSULATION EIST ALL FRAMING R15 BATT INSULATION EIST ALL FRAMING R15 BATT INSULATION BATH #1 BATH #1 UNIT#7 UNIT#2 BED #2 BED #2 KITCHEN KITCHEN EXIST. ROOF FRAMING w/ R-30 BATT INSULATION CANTILEVER BALCONY 4'-0" NE METAL RAILING 3' - 6 " 4 12 1HR FIRE RATING COMPLETE RE-ROOF SISTER OVERHANGS SHEET S2 SD1 2 FLOOR FIRE RATING PER 2HRF2 FLOOR STC RATING PER FCS2 USE R15 BATT FOR SOUND INSULATION DS DS DS DS DS 3A GARAGE ROOF HAS BEEN REPLACED 4 12 4 12 FL A T R O O F S L O P E MI N 1 4" P E R F T . FL A T R O O F S L O P E MI N 1 4" P E R F T . 2HR 2HRF 1.STAIRWAYS SHALL BE NOT LESS THAN 36" IN WIDTH. LANDINGS WIDTH SHALL BE NO LESS THAN STAIRWAY AND A MIN 36" IN ALL DIRECTIONS. 2.THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT VARY MORE THAN 3 8" IN THE ENTIRE RUN OF THE STAIR. 3.HAND GRIPS OF ALL HAND RAILS SHALL NOT BE LESS THAN 11 4" NOR MORE THAN 2" IN CROSS SECTIONAL DIMENSION, SHALL PROJECT NO LESS THAN 11 2" FROM WALL SURFACES WHERE THEY OCCUR AND SHALL BE RETURNED OR HAVE ROUNDED TERMINATIONS OR BENDS @ ENDS OF HAND RAILS. 4.THERE SHALL BE A FLOOR OR LANDING AT THE TOP AND BOTTOM OF EACH STAIRWAY. THE MINIMUM WIDTH PERPENDICULAR TO THE DIRECTION OF TRAVEL SHALL BE NO LESS THAN THE WIDTH OF THE FLIGHT SERVED. LANDINGS OF SHAPES OTHER THAN SQUARE OR RECTANGULAR SHALL BE PERMITTED PROVIDED THE DEPTH AT THE WALK LINE AND THE TOTAL AREA IS NOT LESS THAN THAT OF A QUARTER CIRCLE WITH A RADIUS EQUAL TO THE REQUIRED LANDING WIDTH. 5.LANDINGS AT EACH SIDE OF DOORS SHALL BE LEVEL. THE WIDTH OF EACH LANDING SHALL BE NOT BE LESS THAN THE DOOR SERVED. 6.LANDINGS AT OUT-SWINGING DOORS SHALL MEASURE A MAXIMUM OF 1" BELOW THE TOP OF THE THRESHOLD OF THE DOOR. 7.STEPS OR LANDINGS AT IN-SWINGING DOORS SHALL MEASURE NO MORE THAN 7" TO THE TOP OF THE THRESHOLD OF THE DOOR. 8.AN ARTIFICIAL LIGHT SOURCE AT THE LANDINGS AND TREADS OF THE INTERIOR STAIRWAY. THE LIGHT SOURCE SHALL HAVE AN ILLUMINATION CAPACITY OF NOT LESS THAN ONE FOOT-CANDLE. FOR STAIRWAYS WITH 6 RISERS OR MORE, PROVIDE A WALL SWITCH AT EACH LANDING. 9.PROTECT THE ENCLOSED ACCESSIBLE SPACE UNDER THE STAIRS WITH ½ INCH GYPSUM BOARD ON THE ENCLOSED SIDE. 10.HANDRAILS WITH A CIRCULAR CROSS SECTION SHALL HAVE AN OUTSIDE DIAMETER OF NOT LESS THAN 11/4 INCHES (32 MM) AND NOT GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR, IT SHALL HAVE A PERIMETER OF NOT LESS THAN 4 INCHES (102 MM) AND NOT GREATER THAN 61/4 INCHES (160 MM) AND A CROSS SECTION OF NOT MORE THAN 21/4 INCHES (57 MM). EDGES SHALL HAVE A RADIUS OF NOT LESS THAN 0.01 INCH (0.25 MM). TYPICAL STAIR & RAIL NOTES 42"MIN HEIGHT LANDING GUARDRAIL REQUIRED IF MORE THAN 30" LESS THAN 4"Ø 11" MIN. RUN OPEN RISERS LESS THAN 4" 4" MIN. 7" MAX RISE 3 4" MIN. NOSING LANDING NOT LESS THAN WIDTH OF STAIRWAY GUARDRAILS AT DECKS OR SURFACES GREATER THAN 30" ABOVE THE A SURFACE BELOW SHALL BE CONSTRUCTED TO A 42" MIN HT ABOVE THE HIGHER SURFACE w/INTERMEDIATE RAILS CONSTRUCTED SO THAT A SPHERE NOT LESS THAN 4" IN Ø CANNOT PASS BETWEEN INDIVIDUAL MEMBERS AND THE DECK OR SURFACE. GUARD IS REQUIRED AT THE EDGE OF THE STAIR IN ADDITION TO THE 42" HIGH GUARD. CBC 1015. 34"-38" ABOVE NOSING GUARDRAIL HAND RAILS OR GUARDRAILS TO BE PROVIDED WITH FOUR OR MORE RISERS, BE CONTINUOUS & BE 34"-38" HT MEASURED ABOVE THE NOSING OF THE STAIR TREADS. HANDRAIL SHALL MEET GRASPIBILITY PER CBC 1014.3 LEGEND CONTINUOUS RIDGE VENT ROOF / BALCONY GUTTER DOWNSPOUT LOCATION DS ROOF DRAINAGE DIRECTION FCS HOLD - 1223 N Ross St3/4/2025 October 28, 2024 A301 APARTMENT ELEVATIONS RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT WEST ELEVATION APARTMENT BLDG.SCALE : 1/4" = 1' NORTH ELEVATION APARTMENT BLDG.SCALE : 1/4" = 1' EAST ELEVATION APARTMENT BLDG.SCALE : 1/4" = 1' SOUTH ELEVATION APARTMENT BLDG.SCALE : 1/4" = 1' LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 10/28/24 DATE 10/28/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 4'-0" 28'-4"83'-2"8'-4" 119'-10" 13'-10"38'-9" 52'-7" 119'-10" 52'-7" 22 ' - 2 " 2'-0" TYP.TYP. 2'-0" 22 ' - 2 " 2'-0" TYP. 22 ' - 0 " 2'-0" TYP. 2'-0" TYP. 2'-0" TYP. 22 ' - 2 " 22 ' - 0 " 22 ' - 2 " 22 ' - 2 " 22 ' - 0 " A A A A A A A A B A A 1 EG G E B C 1 G 1 EG 1111 111 1 DE DDDEE E D DEEEDDF F A H A H 4'-0" 400 AMP 4 4 12 4 2'-0" 4 4 4 4 4 4 4 4 4 4 5 6 7 8 8 6 66 BB B B BBB B B B B B B 4 4 12 12 4 3' - 6 " 3 3 3 33 9 9 9 9 9 9 GROUND LINE GROUND LINE GROUND LINE GROUND LINEGROUND LINE GROUND LINE GROUND LINE GROUND LINE 3'-3" 3 3 3' - 6 " ELEVATION PLAN NOTES ·REPAIR STUCCO SIDING TO MATCH BUILDING (TYPICAL IN AREAS OF REPAIR) ·ALL WINDOWS & DOORS ARE NEW. WINDOWS ARE DUAL PANE, VINYL, TYPICAL. 1.NEW WHITE PAINT ON EXISTING STUCCO SIDING 2.NEW VERTICAL COMPOSITE NEWTECH WOOD SIDING ICC ESR- 3.NEW 42" HT METAL RAILING. GUARDRAILS SHALL BE 42" HEIGHT ON BALCONY AND ON STAIRS. HANDRAILS ON STAIRS TO BE 36" HT. 4.NEW GUTTERS: PORTIONS OF GUTTERS ATTACHED TO TRIM WILL BE PAINTED THE SAME COLOR AS THE TRIM. VERTICAL PORTIONS OF GUTTERS THAT GO PAST THE TRIM WILL BE PAINTED THE SAME COLOR AS STUCCO SIDING. 5.NEW METAL AWNING 6.EXISTING ELECTRIC METER BOX 7.EXISTING GAS METER LOCATION 8.FIRE EXTINGUISHER / BOX LOCATION 9.RE-ROOF: VERIFY OR PROVIDE CLASS "A" ROOF AND RADIAN BARRIER PER WALL DETAIL ON SHEET A204 #= NOTE NUMBER 2 HOLD - 1223 N Ross St3/4/2025 October 28, 2024 A302 GARAGE ELEVATIONS RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 10/28/24 DATE 10/28/2024 REVISIONS SUBMIT DATE: PROJECT NUMBER 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 20'-2" 132'-0" 132'-0" 20'-2" MAILBOX 4 12 4 333 4 12 4 3 4 4 4 4 12 14 ' - 3 " 9' - 1 0 " 14 ' - 3 " GROUND LINE GROUND LINE GROUND LINE GROUND LINE GROUND LINE GROUND LINE GROUND LINEGROUND LINE 14 ' - 3 " 9' - 1 0 " 14 ' - 3 " ELEVATION PLAN NOTES ·REPAIR STUCCO SIDING TO MATCH BUILDING (TYPICAL IN AREAS OF REPAIR) ·ALL METAL GARAGE DOORS ARE NEW ·ALL EXTERIOR LIGHTING IS NEW ·RE-ROOF GARAGE: VERIFY OR PROVIDE CLASS "A" ROOF AND RADIAN BARRIER PER WALL DETAIL ON SHEET A204 1.NEW WHITE PAINT ON EXISTING STUCCO SIDING 2.NEW VERTICAL COMPOSITE NEWTECH WOOD SIDING ICC ESR-3923 OR SIMILAR 3.NEW GUTTERS: PORTIONS OF GUTTERS ATTACHED TO TRIM WILL BE PAINTED THE SAME COLOR AS THE TRIM. VERTICAL PORTIONS OF GUTTERS THAT GO PAST THE TRIM WILL BE PAINTED THE SAME COLOR AS STUCCO SIDING. 4.FLAT ROOF SLOPE MIN 1 4" PER FT. #= NOTE NUMBER HOLD - 1223 N Ross St3/4/2025 November 21, 2024 A401 REVISIONS GENERAL NOTES SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 STAMP Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT SHEET DATE BLDG. PERMIT 105119822 20583229 30547435 40539238 05-13-2024 1.M.E.P. & STRUCTURAL 10.01.24 2.CSG & ELECTRICAL 10.28.24 LICENSED ARCHITECT STATE O OFCALIFRNIAREN. 05-31-2025 DONNAJ E A NBROWN No. C18361 DIGITAL STAMP DESIGNER DIGITAL SIGNATURE 11/21/24 DATE 11/21/2024 1.VERIFY OR PROVIDE (1) LAYER 5 8" FIRE RATED GWB (TYPE X) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE UNDER STAIR STORAGE CEILING AND (1) LAYER 1 2" FIRE RATED GWB (TYPE X) ON ALL WALLS 2.VERIFY OR PROVIDE (1) LAYER 5 8" FIRE RATED GWB (TYPE X) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE GARAGE CEILING AND (1) LAYER 1 2" FIRE RATED GWB (TYPE X) ON ENTIRE WALL FLOOR TO ROOF SHEATHING ON GARAGE SIDE OF WALLS SEPARATING GARAGE AND DWELLING UNIT 3.VERIFY OR PROVIDE (1) LAYER 5 8" FIRE RATED GWB (TYPE X) (STAGGER BUTT JOINTS PERP. TO STUDS) ENTIRE SHAFT CEILING AND (1) LAYER 1 2" FIRE RATED GWB (TYPE X) ON ENTIRE WALL FLOOR TO ROOF SHEATHING ON STORAGE SIDE OF WALLS SEPARATING SHAFT AND DWELLING UNIT 4.* NO OPENINGS TO EXTERIOR - FIRE TAPE AND TREAT JOINTS AND INTERIOR OPENINGS - AT LEAST 3 INCHES OF WOOD WHERE NO DRYWALL OCCURS, RIM JOIST, OUTSIDE CORNERS, BLOCKING BETWEEN JOISTS OR RAFTERS 5.DOORS BETWEEN GARAGES & LIVING SPACES & ALL SHAFTS TO BE SELF-CLOSING AND SELF-LATCHING: SOLID WOOD OF NOT LESS THAN 1-3/8" THICK, SOLID OR HONEYCOMB CORE STEEL OF NOT LESS THAN 1-3/8" THICK OR A 20-MINUTE RATED FIRE DOOR. 6.DUCTS IN THE GARAGE/UNDER-STAIR AREA AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE/UNDER-STAIR AREA SHALL BE CONSTRUCTED OF MIN NO. 26 GAUGE SHEET METAL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 7.FASTENERS FOR PRESERVATIVE TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICONE BRONZE, OR COPPER. SPARK ARRESTORS: ALL CHIMNEYS ATTACHED TO ANY APPLIANCE OR FIREPLACE THAT BURNS SOLID FUEL SHALL BE EQUIPPED WITH AN APPROVED SPARK ARRESTER. WHERE A SPARK ARRESTOR IS INSTALLED ON A MASONRY CHIMNEY, THE SPARK ARRESTOR SHALL MEET ALL OF THE FOLLOWING REQUIREMENTS: 1.THE NET FREE AREA OF THE ARRESTOR SHALL BE NOT LESS THAN FOUR TIMES 2.THE NET FREE AREA OF THE OUTLET OF THE CHIMNEY FLUE IT SERVES. 3.THE ARRESTOR SCREEN SHALL HAVE HEAT AND CORROSION RESISTANCE EQUIVALENT TO 12 GAGE WIRE, 19-GAGE GALVANIZED STEEL OR 24-GAGE STAINLESS STEEL. 4.OPENINGS SHALL NOT PERMIT THE PASSAGE OF SPHERES HAVING A DIAMETER GREATER THAN 1/2 INCH (12.7 MM) NOR BLOCK THE PASSAGE OF SPHERES HAVING A DIAMETER LESS THAN 3/8 INCH (9.5 MM). 5.THE SPARK ARRESTOR SHALL BE ACCESSIBLE FOR CLEANING AND THE SCREEN OR CHIMNEY CAP SHALL BE REMOVABLE TO ALLOW FOR CLEANING OF THE CHIMNEY FLUE. 1.LANDINGS @ EACH SIDE OF DOORS SHALL BE LEVEL. THE WIDTH OF EACH LANDING SHALL BE NOT BE LESS THAN THE DOOR SERVED. 2.EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36" MEASURED IN THE DIRECTION OF TRAVEL. 3.SLOPE TO DRAIN LANDING AWAY FROM STRUCTURE 1 4"/FT MIM 4.LANDINGS @ IN-SWINGING DOORS SHALL MEASURE A MAXIMUM OF 1" BELOW THE TOP OF THE THRESHOLD OF THE DOOR. 5.STEPS OR LANDINGS AT IN-SWINGING DOORS SHALL MEASURE NO MORE THAN 7" TO THE TOP OF THE THRESHOLD OF THE DOOR. 6.SWITCHED MOTION-CONTROLLED ARTIFICIAL LIGHTING SOURCE REQUIRED AT ALL LANDINGS (PHOTO-CONTROLLED AT EXTERIOR LOCATIONS). 2022 RESIDENTIAL - CALIFORNIA GREEN BUILDING STANDARDS CODE ELECTRIC VEHICLE CHARGING 1.A LISTED RACEWAY TO FACILITATE FUTURE INSTALLATION OF ELECTRIC VEHICLE CHARGER. 2.RACEWAY SHALL BE NOT LESS THAN TRADE SIZE 1 (NOMINAL 1-IN. DIAMETER) TO ACCOMMODATE A DEDICATED 208/240-VOLT BRANCH CIRCUIT. 3.RACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE INTO A LISTED CABINET, BOX OR OTHER ENCLOSURE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE EV CHARGER. 4.RACEWAY SHALL BE CONTINUOUS AT ENCLOSED, INACCESSIBLE OR CONCEALED AREAS AND SPACES. 5.THE SERVICE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPRE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE. 6.THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY: 6.a.THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) FOR FUTURE EV CHARGING AS "EV CAPABLE" 6.b.THE RACEWAY TERMINATION LOCATION AS "EV CAPABLE” GENERAL NOTES 1.NEW RESIDENTIAL DEVELOPMENTS WITH A LANDSCAPE AREA OVER 500 SQ. FT. SHALL COMPLY WITH ONE OF THE FOLLOWING [CALGREEN 4.304.1]: 1.a.1) LOCAL WATER EFFICIENT LANDSCAPE ORDINANCE OR CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES' MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). 1.b.2) LANDSCAPE AREAS LESS THAN 2500 SQ. FT. MAY COMPLY WITH MWELO'S APPENDIX D PRESCRIPTIVE COMPLIANCE OPTION. 2.JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. [CALGREEN 4.406.1]. 3.BEFORE FINAL INSPECTION, A COMPLETE OPERATION AND MAINTENANCE MANUAL SHALL BE PLACED IN THE BUILDING. A SAMPLE OF THE MANUAL IS AVAILABLE ON THE HOUSING AND COMMUNITY DEVELOPMENT (HCD) WEB SITE. THE MANUAL SHOULD INCLUDE THE ITEMS LISTED IN 2022 CALGREEN 4.410.1. 4.PAINTS, STAINS, COATINGS, ADHESIVES, SEALANTS AND CAULKS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN 2022 CALGREEN SECTION 4.504.2. 5.THE VOC CONTENT VERIFICATION SHALL BE MADE AVAILABLE TO THE CITY STAFF UPON REQUEST. 6.ALL NEW AND CARPET CUSHIONS INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING 6.a.1) CARPET AND RUG INSTITUTE'S GREEN LABEL PLUS PROGRAM 6.b.2) CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350 6.c.3) NSF/ANSI 140 AT THE GOLD LEVEL 6.d.4) SCIENTIFIC CERTIFICATION SYSTEMS INDOOR ADVANTAGETM GOLD 7.EIGHTY PERCENT OF THE FLOOR AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE FOLLOWING [CALGREEN 4.504.4]: 7.a.1) VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE 7.b.CERTIFIED UNDER UL GREENGUARD GOLD 7.c.CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM 7.d.MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350 8.NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD (MDF) COMPOSITE WOOD PRODUCT USED IN THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS LISTED IN 2022 CALGREEN TABLE 4.504.5. 9.BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED. WALLS AND FLOORS FRAMING SHALL NOT BE ENCLOSED WHEN FRAMING MEMBERS EXCEED 19% MOISTURE CONTENT. [CALGREEN 4.505.3]. 2022 RESIDENTIAL - CALIFORNIA ENERGY CODE LIGHTING 1.LIGHTING IN BATHROOMS SHALL HAVE ALL HIGH EFFICACY LUMINAIRE AND AT LEAST ONE LUMINAIRE MUST BE CONTROLLED BY A VACANCY SENSOR. 2.ALL THE INSTALLED WATTAGE OF LUMINAIRES IN KITCHENS SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. UNDER CABINET LIGHTING SHALL BE SWITCHED SEPARATELY. 3.LIGHTING IN GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS: ALL LUMINAIRES SHALL BE HIGH EFFICACY AND AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES SHALL BE CONTROLLED BY A VACANCY SENSOR. 4.ALL LUMINAIRES SHALL BE HIGH EFFICACY AND SHALL HAVE A MANUAL ON/OFF IN ADDITION TO A VACANCY SENSOR OR DIMMER. 5.OUTDOOR LIGHTING: ALL LUMINAIRES MOUNTED TO THE BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT SHALL BE HIGH EFFICACY LUMINAIRES AND MUST BE CONTROLLED BY A MANUAL ON AND OFF SWITCH, AND CONTROLLED BY ONE OF THESE AUTOMATIC CONTROL TYPES: PHOTOCONTROL AND A MOTION SENSOR, OR ASTRONOMICAL TIME CLOCK OR ENERGY MANAGEMENT CONTROL SYSTEM (EMCS). 6.PROVIDE AN EXTERIOR LIGHT AT NEW EXTERIOR EXITS. FOR DWELLING UNITS, ATTACHED GARAGES, AND DETACHED GARAGES WITH ELECTRIC POWER, AT LEAST ONE WALL SWITCH-CONTROLLED LIGHTING OUTLET SHALL BE INSTALLED TO PROVIDE ILLUMINATION ON THE EXTERIOR SIDE OF OUTDOOR ENTRANCES OR EXITS WITH GRADE LEVEL ACCESS. A VEHICLE DOOR IN A GARAGE SHALL NOT BE CONSIDERED AS AN OUTDOOR ENTRANCE OR EXIT. EXCEPTION: REMOTE, CENTRAL, OR AUTOMATIC CONTROL OF LIGHTING SHALL BE PERMITTED. 2022 RESIDENTIAL - MECHANICAL / PLUMBING MECHANICAL NOTES 1.ATTIC/UNDERFLOOR INSTALLATION MUST COMPLY WITH SECTIONS 904, 908, AND 909 OF THE CALIFORNIA MECHANICAL CODE (CMC). 2.WHEN A WATER HEATER COMPARTMENT IS OPENABLE TO AND IS ACCESSIBLE FROM A BEDROOM OR BATHROOM, FUEL BURNING WATER HEATERS SHALL BE SEPARATED IN A CLOSET PROTECTED WITH A LISTED, GASKETED SELF-CLOSING DOOR ASSEMBLY INSTALLED WITH A THRESHOLD/BOTTOM SEAL COMPLYING WITH SECTION 504.1.1 AND 504.1.2 OF THE CALIFORNIA PLUMBING CODE. COMBUSTION AIR SHALL BE SUPPLIED TO THE CLOSET FROM THE EXTERIOR IN ACCORDANCE WITH SECTION 506.4 OF THE CPC & THE WATER HEATER SHALL BE DIRECT VENTING. THE CLOSET SHALL BE USED EXCLUSIVELY FOR THE WATER HEATER. CPC 504.1 3.WHEN A CENTRAL HEATING FURNACE COMPARTMENT IS OPENABLE TO AND IS ACCESSIBLE FROM A SLEEPING ROOM SUCH AS A BEDROOM OR A BATHROOM THEY SHALL BE SEPARATED FROM BEDROOM IN A CLOSET PROTECTED WITH A LISTED, GASKETED SELF-CLOSING DOOR ASSEMBLY COMPLYING WITH SECTION 904.1.1 AND 904.1.2 OF THE CALIFORNIA MECHANICAL CODE. COMBUSTION AIR SHALL BE SUPPLIED TO THE CLOSET FROM THE EXTERIOR IN ACCORDANCE WITH SECTION 506.4 OF THE CPC. THE CLOSET SHALL BE USED EXCLUSIVELY FOR THE FURNACE. THE FURNACE SHALL BE OF THE DIRECT VENT TYPE. CMC 904.1 WATER METER/RESIDENTIAL FIRE SPRINKLER 1.WATER METERS FOR COMBINED DOMESTIC WATER AND FIRE SPRINKLER SYSTEMS SHALL NOT BE INSTALLED UNTIL THE FIRE SPRINKLER SYSTEM HAS BEEN SUBMITTED AND APPROVED BY THE BUILDING OFFICIAL. 2.AFTER THE BUILDING PERMIT HAS BEEN ISSUED, THE OWNER SHALL BE RESPONSIBLE FOR ANY COSTS INCURRED AS A RESULT OF CHANGES TO THE DESIGN OF THE FIRE SPRINKLER SYSTEM WHICH PRODUCE A HIGHER GPM AND A LARGER METER SIZE REQUIREMENT: OWNER SIGNATURE: ___NOT APPLICABLE___________________ 2022 RESIDENTIAL - GENERAL BUILDING / STRUCTURAL GENERAL/ SPECIAL SUBJECTS PROP D/ COASTAL HEIGHT LIMITATION OVERLAY ZONE (IF APPLICABLE TO PROJECT) 1.THE HIGHEST POINT OF THE ROOF, EQUIPMENT, OR ANY VENT, PIPE, ANTENNA OR OTHER PROJECTION SHALL NOT EXCEED 30 FEET ABOVE BASE OF MEASUREMENT (REFERENCE DATUM). 2.A PRE-CONSTRUCTION INSPECTION IS REQUIRED DUE TO THE HEIGHT OF THE PROPOSED STRUCTURE BEING WITHIN ONE FOOT OF THE MAXIMUM HEIGHT ALLOWED IN THE COASTAL HEIGHT LIMIT OVERLAY ZONE (PROPOSITION D). FAA PART 77 NOTIFICATION (IF APPLICABLE TO PROJECT) 1.FAA SELF CERTIFICATION OPTION: THE CITY WILL NOT REQUIRE NOTIFICATION TO THE FAA IF A PROFESSIONAL, LICENSED BY THE STATE OF CALIFORNIA TO PREPARE CONSTRUCTION DOCUMENTS, PROVIDES THE FOLLOWING CERTIFICATION ON THEIR PLANS, ALONG WITH THEIR SIGNATURE AND REGISTRATION STAMP: "I ___________________________DO HEREBY CERTIFY THAT THE STRUCTURE(S) OR MODIFICATION TO EXISTING STRUCTURE(S) SHOWN ON THESE PLANS DO NOT REQUIRE FEDERAL AVIATION ADMINISTRATION NOTIFICATION BECAUSE PER SECTION 77.15 (A) OF TITLE 14 OF THE CODE OF FEDERAL REGULATIONS CFR PART 77, NOTIFICATION IS NOT REQUIRED." 2.A PRE-CONSTRUCTION INSPECTION IS REQUIRED DUE TO THE HEIGHT OF THE PROPOSED STRUCTURE IN RELATION TO THE FAA PART 77 NOTIFICATION SURFACE REQUIREMENTS. THE PRE-CONSTRUCTION INSPECTION MUST BE SCHEDULED AND CLEARED BY THE FIELD INSPECTOR BEFORE ANY SUBSEQUENT INSPECTIONS CAN BE SCHEDULED. CALL (858) 581-7111 TO SCHEDULE THE PRE-CONSTRUCTION INSPECTION. CONTACT THE INSPECTION SERVICES OFFICE AT (858) 492-5070, IF YOU HAVE ANY QUESTIONS PERTAINING TO THE PRE-CONSTRUCTION INSPECTION. DEFERRED SUBMITTAL (GENERAL) 1.PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR TO INSTALLATION FOR CITY REVIEW AND APPROVAL. 2.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. 3.THE REGISTERED AND RESPONSIBLE DESIGN PROFESSIONAL SHALL REVIEW THE DEFERRED SUBMITTAL DOCUMENTS AND SUBMIT THEM TO THE BUILDING OFFICIAL, WITH ANNOTATION INDICATING THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND FOUND TO BE IN GENERAL CONFORMANCE TO THE DESIGN OF THE BUILDING. DEFERRED SUBMITTAL (NFPA 13D FIRE SPRINKLER) 1.THE SUBMITTAL OF RESIDENTIAL FIRE SPRINKLER PLANS REQUIRED BY CALIFORNIA RESIDENTIAL CODE SECTION R313 HAS BEEN DEFERRED. 2.TO AVOID DELAYS IN CONSTRUCTION, PLANS FOR FIRE SPRINKLER PLANS SHALL BE SUBMITTED NOT LESS THAN 30 CALENDAR DAYS PRIOR TO INSTALLATION OR PRIOR TO REQUESTING A FOUNDATION INSPECTION. A FRAMING/ROUGH INSPECTION SHALL NOT BE REQUESTED PRIOR TO APPROVAL OF THE FIRE SPRINKLER PLANS. SPECIAL INSPECTIONS (IF APPLICABLE TO PROJECT) 1.NOTICE TO THE APPLICANT/OWNER/ OWNER'S AGENT/ARCHITECT OR ENGINEER OF RECORD: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY'S JURISDICTIONS FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 2.NOTICE TO THE CONTRACTOR/BUILDER/INSTALLER/SUB-CONTRACTOR/OWNER-BUILDER: BY USING THIS PERMITTED CONSTRUCTION DRAWINGS FOR CONSTRUCTION/INSTALLATION OF THE WORK SPECIFIED HEREIN, YOU ACKNOWLEDGE AND ARE AWARE OF, THE REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS. YOU AGREE TO COMPLY WITH THE REQUIREMENTS OF THE CITY FOR SPECIAL INSPECTIONS, STRUCTURAL OBSERVATIONS, CONSTRUCTION MATERIAL TESTING AND OFF-SITE FABRICATION OF BUILDING COMPONENTS, CONTAINED IN THE STATEMENT OF SPECIAL INSPECTIONS AND, AS REQUIRED BY THE CALIFORNIA CONSTRUCTION CODES. 3.THE SPECIAL INSPECTOR MUST BE REGISTERED BY THE CITY'S JURISDICTION, DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. 4.THE SPECIAL INSPECTIONS IDENTIFIED ON PLANS ARE, IN ADDITION TO, AND NOT A SUBSTITUTE FOR, THOSE INSPECTIONS REQUIRED TO BE PERFORMED BY A CITY'S BUILDING INSPECTOR. 5.THE CONSTRUCTION MATERIALS TESTING LABORATORY MUST BE APPROVED BY THE CITY'S DEVELOPMENT SERVICES, FOR TESTING OF MATERIALS, SYSTEMS, COMPONENTS AND, EQUIPMENT. 6.OFFSITE FABRICATOR MUST BE APPROVED BY THE CITY'S DEVELOPMENT SERVICES FOR THE FABRICATION OF MEMBERS AND ASSEMBLIES ON THE PREMISES OF THE FABRICATOR'S SHOP. 7.OFFSITE FABRICATOR SHALL SUBMIT AN 'APPLICATION TO PERFORM OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION FOR APPROVAL PRIOR TO COMMENCEMENT OF FABRICATION. 8.OFFSITE FABRICATOR SHALL SUBMIT A 'CERTIFICATE OF COMPLIANCE FOR OFF-SITE FABRICATION' TO THE INSPECTION SERVICES DIVISION PRIOR TO ERECTION OF FABRICATED ITEMS AND ASSEMBLIES. SOILS AND FOUNDATION 1.WHEN NO GEOTECHNICAL INVESTIGATION REPORT IS PROVIDED: THE STRUCTURE(S) WILL BE LOCATED ENTIRELY ON UNDISTURBED NATIVE SOIL. SIGNATURE ___SEE STRUCTURAL_____OWNER/LICENSED ENGINEER OR ARCHITECT 2.WHEN NO GEOTECHNICAL INVESTIGATION REPORT IS PROVIDED: AS A CALIFORNIA LICENSED ARCHITECT/ENGINEER, I HAVE CLASSIFIED THE UNDISTURBED NATIVE SOILS TO BE ___________ AND PER TABLE 1806.2 OF THE 2022 CBC I HAVE ASSIGNED A FOUNDATION PRESSURE OF ___________ PSF. FOR THE DESIGN OF FOUNDATIONS RELATED TO THIS PROJECT. SIGNATURE ______SEE STRUCTURAL________OF LICENSED ARCHITECT/ENGINEER 3.IF THE BUILDING INSPECTOR SUSPECTS FILL, EXPANSIVE SOILS OR ANY GEOLOGIC INSTABILITY BASED UPON OBSERVATION OF THE FOUNDATION EXCAVATION, A SOILS OR GEOLOGICAL REPORT, AND RESUBMITTAL OF PLANS TO PLAN CHECK TO VERIFY THAT REPORT RECOMMENDATIONS HAVE BEEN INCORPORATED, MAY BE REQUIRED. FIRE NOTES 1.DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC 3315.1. 2.BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35. CALIFORNIA RESIDENTIAL CODE 1.DUCTS IN THE GARAGE AND DUCTS PENETRATING WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF MINIMUM NO. 26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 2.SHOWER COMPARTMENTS AND BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE THAT EXTENDS TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 3.SMOKE ALARMS AND SMOKE DETECTORS SHALL BE INSTALLED A MINIMUM OF 20 FEET HORIZONTAL DISTANCE FROM A PERMANENTLY INSTALLED COOKING APPLIANCE. 4.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN A 3-FOOT HORIZONTAL DISTANCE FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY OTHER SECTIONS OF THE CBC. 5.SMOKE ALARMS AND SMOKE DETECTORS SHALL NOT BE INSTALLED WITHIN A 36-INCH HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW OF THOSE REGISTERS. 6.SMOKE ALARMS SHALL BE INTERCONNECTED SO THAT ACTUATION OF ONE ALARM WILL ACTIVATE ALL THE ALARMS WITHIN THE INDIVIDUAL DWELLING UNIT. IN NEW CONSTRUCTION SMOKE ALARMS SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH BATTERY BACKUP AND LOW BATTERY SIGNAL. 7.SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SHALL BE LISTED IN ACCORDANCE WITH UL 217. 8.COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 217 AND UL 2034. 9.SMOKE ALARM SYSTEMS AND COMPONENTS SHALL BE CALIFORNIA STATE FIRE MARSHAL LISTED AND APPROVED IN ACCORDANCE WITH CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1 FOR THE PURPOSE FOR WHICH THEY ARE INSTALLED. 10.WINDOW OPENING CONTROL DEVICES SERVING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL COMPLY WITH ASTM F2090. 11.ADD NOTE ON PLANS: "WINDOW FALL CONTROL DEVICE SHALL COMPLY WITH ASTM F2090. AT THE EMERGENCY ESCAPE WINDOWS, THE DEVICE AFTER OPERATION SHOULD RELEASE THE CONTROL DEVICE ALLOWING THE WINDOWS TO FULLY OPEN PROVIDING THE CLEAR NET OPENING AREA REQUIRED FOR EMERGENCY ESCAPE WINDOW IN ACCORDANCE WITH CBC PLUMBING/MECHANICAL 1.A PLUMBING FIXTURE CERTIFICATION MUST BE COMPLETED AND SIGNED BY EITHER A LICENSED GENERAL CONTRACTOR, A PLUMBING SUBCONTRACTOR, OR THE BUILDING OWNER CERTIFYING THE FLOW RATE OF THE FIXTURES INSTALLED. A COPY OF THE CERTIFICATION CAN BE OBTAINED FROM THE DEVELOPMENT SERVICES DEPARTMENT. 2.ALL PLUMBING FIXTURES AND FITTINGS WILL BE WATER CONSERVING AND WILL COMPLY WITH THE 2022 CGBSC 3.PER 2022 CGBSC, PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC). 4.PROVIDE LAVATORY FAUCETS WITH A MAXIMUM FLOW OF 1.2 GALLONS PER MINUTE (GPM). 5.PROVIDE KITCHEN FAUCETS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MINUTE (GPM). 6.PROVIDE WATER CLOSETS WITH A MAXIMUM FLOW OF 1.28 GALLONS FLUSH (GPF). 7.PROVIDE SHOWER HEADS WITH A MAXIMUM FLOW OF 1.8 GALLONS PER MINUTE (GPM). 8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL SHOWERHEADS AND/OR OTHER SHOWER OUTLETS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 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. HANDHELD SHOWERS ARE CONSIDERED SHOWERHEADS. 9.PERMANENT VACUUM BREAKERS SHALL BE INCLUDED WITH ALL NEW HOSE BIBBS. 10.PLUMBING FIXTURES (WATER CLOSETS AND URINALS) AND FITTINGS (FAUCETS AND SHOWERHEADS) SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA PLUMBING CODE (CPC). 11.ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY INSTALLED WOODSTOVE OR PELLET STOVE SHALL COMPLY WITH U.S. EPA PHASE II EMISSION LIMITS WHERE APPLICABLE. WOODSTOVES, PELLET STOVES AND FIREPLACES SHALL ALSO COMPLY WITH APPLICABLE LOCAL ORDINANCES. 12.MECHANICAL EXHAUST FANS WHICH EXHAUST DIRECTLY FROM BATHROOMS SHALL COMPLY WITH THE FOLLOWING: 12.a.1) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE THE BUILDING. 12.b.2) UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE. HUMIDISTAT CONTROLS SHALL BE CAPABLE OF ADJUSTMENT BETWEEN A RELATIVE HUMIDITY RANGE OF 50 TO 80 PERCENT. 13.HEATING AND AIR CONDITIONERS SHALL BE SIZED, DESIGNED AND HAVE THEIR EQUIPMENT SELECTED USING THE FOLLOWING METHODS: 13.a.1. THE HEAT LOSS AND HEAT GAIN IS ESTABLISHED ACCORDING TO ANSI/ACCA 2 MANUAL J - 2004 (RESIDENTIAL LOAD CALCULATION), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 13.b.2. DUCT SYSTEMS ARE SIZED ACCORDING TO ANSI/ACCA 1 MANUAL D - 2009 (RESIDENTIAL DUCT SYSTEMS), ASHRAE HANDBOOKS OR OTHER EQUIVALENT DESIGN SOFTWARE OR METHODS. 13.c.3. SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S - 2004 (RESIDENTIAL EQUIPMENT SELECTION). 14.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED DURING WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING COOLING, AND VENTILATION EQUIPMENT. [CALGREEN 4.504.1]. 15.NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE OUTSIDE OF THE BUILDING. UNLESS FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, FANS MUST BE CONTROLLED BY A HUMIDISTAT WHICH CAN ADJUST BETWEEN 50 TO 80 PERCENT. [CALGREEN 4.506.1]. OUTDOOR SHOWERS 1.OUTDOOR SHOWER DRAINS AND SINKS ARE NOT PERMITTED TO CONNECT TO THE PUBLIC SEWER SYSTEM UNLESS EQUIPPED WITH AN APPROVED COVER. COLD WATER CONNECTION ONLY. 2.STORM/RAINWATER IS NOT PERMITTED IN THE PUBLIC SEWER CONVEYANCE SYSTEM 2022 RESIDENTIAL - VERY HIGH FIRE HAZARD ZONE SEVERITY ZONE 1.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. ALL ROOF GUTTERS AND DOWNSPOUTS SHALL BE CONSTRUCTED OF NON-COMBUSTIBLE MATERIALS. 2.DRIP EDGE FLASHING USED AT THE FREE EDGES OF ROOFING MATERIALS SHALL BE NON-COMBUSTIBLE. 3.VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH (NO. 26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A MINIMUM 36-INCH-WIDE UNDERLAYMENT CONSISTING OF ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY. 4.CHIMNEYS, FLUES OR STOVEPIPES ATTACHED TO ANY FIREPLACE, STOVE, BARBEQUE OR OTHER SOLID OR LIQUID FUEL BURNING EQUIPMENT OR DEVICE SHALL BE EQUIPPED WITH AN APPROVES SPARK ARRESTOR. 5.TURBINE ATTIC VENTS SHALL BE EQUIPPED TO ALLOW ONE-WAY DIRECTION ROTATION ONLY AND SHALL NOT FREE SPIN IN BOTH DIRECTIONS. 6.GLAZING FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL REINFORCEMENT IN THE INTERLOCK AREA, AND BE CERTIFIED TO THE MOST CURRENT EDITION OF ANSI/AAMA/NWWDA 101/I.S.2 STRUCTURAL REQUIREMENTS. 1.REINFORCEMENT FOR GRAB BARS 1.1.AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. 1.2.PROVIDE 2X8 MINIMUM BLOCKING BETWEEN 32" AND 39-1/4" INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL FRAMING. 1.3.WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 1.4.SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 1.5.BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6" ABOVE THE BATHTUB RIM. 2.EXCEPTIONS TO PROVIDING REINFORCED FRAMING 2.1.PROVIDE 2X8 BLOCKING IN FLOOR FRAMING FOR FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS 2.2.PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH INTEGRAL FACTORY- INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT FOR GRAB BARS IS PROVIDED. 2.3.REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON CONCRETE SLAB FLOORS. 3.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS 3.1.ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48" MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15" MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. 4.INTERIOR DOORS 4.1.AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32" MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A TWO- OR THREE-STORY SINGLE FAMILY DWELLING, ON THE SECOND OR THIRD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. 5.DOORBELL BUTTONS 5.1.DOORBELL BUTTONS OR CONTROLS SHALL NOT EXCEED 48" ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. 1.GLAZING IN DOORS: 1.1.GLAZING IN ALL FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BI-FOLD DOORS SHALL BE CONSIDERED A HAZARDOUS LOCATION 1.2.EXCEPTIONS: 1.2.1.GLAZED OPENINGS OF A SIZE THROUGH WHICH A 3" Ø SPHERE IS UNABLE TO PASS 1.2.2.DECORATIVE GLAZING 2.GLAZING ADJACENT DOORS: 2.1.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR SHALL BE CONSIDERED TO BE HAZARDOUS LOCATION WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE FLOOR AND MEETS EITHER OF THE FOLLOWING CONDITIONS: 2.1.1.WHERE GLAZING IS WITHIN 24" OF EITHER SIDE OF THE DOOR IN A CLOSED POSITION 2.1.2.WHERE THE GLAZING IS PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24" OF THE HINGE SIDE OF AN IN-SWINGING DOOR 2.1.3.EXCEPTIONS: 2.1.3.1.DECORATIVE GLAZING 2.1.3.2.WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER BETWEEN THE DOOR AND GLAZING 2.1.3.3.WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR STORAGE AREA 3' OR LESS IN DEPTH. GLAZING HERE SHALL COMPLY WITH NOTE #3 BELOW 2.1.3.4.GLAZING THAT IS ADJACENT TO THE FIXED PANEL OF PATIO DOORS 3.GLAZING IN WINDOWS: 3.1.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: 3.1.1.THE EXPOSED AREA OF AN INDIVIDUAL PANE IS LARGER THAN 9 SQUARE FEET 3.1.2.THE BOTTOM EDGE OF GLAZING IS LESS THAN 18" ABOVE THE FLOOR 3.1.3.THE TOP EDGE OF THE GLAZING IS MORE THAN 36" ABOVE THE FLOOR 3.1.4.ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, OF THE GLAZING 3.1.5.EXCEPTIONS: 3.1.5.1.DECORATIVE GLAZING 3.1.5.2.WHERE A HORIZONTAL RAIL IS INSTALLED 34" TO 38" 4.GLAZING AND WET SURFACES: 4.1.GLAZING IN WALLS, ENCLOSURES OR FENCES, CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, INDOOR AND OUTDOOR SWIMMING POOLS WHERE THE BOTTOM OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. THIS SHALL APPLY TO SINGLE GLAZING AND EACH PANE IN MULTIPLE GLAZING 4.2.EXCEPTION: 4.2.1.GLAZING THAT IS MORE THAN 60" MEASURED HORIZONTALLY, FROM THE WATER’S EDGE OF A BATHTUB, HOT TUB, WHIRLPOOL, SWIMMING POOL, SHOWER, SAUNA, OR STEAM ROOM 5.GLAZING ADJACENT TO STAIRS AND RAMPS: 5.1.GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS 5.2.EXCEPTIONS: 5.2.1.WHERE GLAZING IS ADJACENT TO A WALING SURFACE AND A HORIZONTAL RAIL IS INSTALLED AT 34" TO 38" ABOVE THE WALKING SURFACE 5.2.2.GLAZING 36" OR MORE MEASURED HORIZONTALLY FROM THE WALKING SURFACE 6.GLAZING ADJACENT TO BOTTOM STAIR LANDING: 6.1.GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAYS WITHIN 60" HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AGING-IN-PLACE & FALL PREVENTION SAFETY GLAZING LANDINGS FIRE SEPARATION AND PREVENTION HOLD - 1223 N Ross St3/4/2025 STRUCTURAL CALCULATIONS PROJECT: ROSS COMMON APARTMENT REMODEL 1223 N Ross Street, Santa Ana, CA 9207 October 23, 2023 Project No.: 23L2127 HOLD - 1223 N Ross St3/4/2025 Contents APPENDIX I ................................................................................................................................................................. 3 Main Department ................................................................................................................................................... 3 I.I Guardrail Calculations ....................................................................................................................................... 4 I.II Awning Attachment Calculation .................................................................................................................... 10 I.III Roof Rafter Verification ................................................................................................................................. 13 APPENDIX II .............................................................................................................................................................. 15 Garage .................................................................................................................................................................... 15 II.I Beams Verifications ........................................................................................................................................ 16 Page 2 of 19 HOLD - 1223 N Ross St3/4/2025 APPENDIX I Main Department Page 3 of 19 HOLD - 1223 N Ross St3/4/2025 I.I Guardrail Calculation Page 4 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com Guard Post Spacing =4.83 Ft. P =200 Lbs. Height =42 In. Moment = M = 200 Lbs. * 42 In. =8400 In.-Lbs. Use = Section Modulus (S) = ( 2In.*2In.*2In./6)-(1.75In.* 1.75 In.*1.75 In./6) =0.44 In.3 Bending Stress = M/S = 8400 In.-Lbs. / 0.4411 In.3 =19043 Psi. Allowable Bending Stress = 0.66 Lbs.*36000 Psi. =23760 Psi. 19043 Psi. (Calc.)<23760 Psi. Allowable OK Distance to Center of Fasteners = H1 =41.00 In. Distance between Fasteners = H2 =3.50 In. Moment = 200 Lbs. * 41 In. =8200 In.-Lbs. F = M / d =8200 In.-Lbs. / 3.5 in. =2,343 Lbs. Use = Area =0.11 In.2 σ = F/Area = 2,343 Lbs. /0.11 in2 = 21300 Psi 36000 Psi. Allow.>21300 Psi (Calc.)OK Use:4 3/8 In. ø A307 BOLTH Embedment ( p ω ) =4 In. Lateral Design Value ( Z ) =710 Lbs, (Per NDS 2018 Table 12.B) Kf =3.32 CM =1.00 ϕ =0.65 Ceg =1.00 λ =0.80 CΔ =1.00 Cg =1.00 Z' = 2357 Lbs. 1172 Lbs. (Calc)<2357 OK NDS 2018 (ASD) Table 11.3.1 Z' = Z * CD* CM * Ct * Cg * Ceg * Cdi * Ctn * CΔ Lbs. (Allowable) Plate Connection GUARDRAIL CALCULATION - LONG SIDE POST DESIGN 2'' x 2'' x 0.125'' Thk. Tube (36ksI) POST TO BEAM ATTACHMENT CALCULATION (4) 3/8'' Ø Thru Bolt 3.5'' Apart P HH1 H2 H2 Page 5 of 19 HOLD - 1223 N Ross St3/4/2025 Use:Spacing=16 '' O.C. Uplift value =438 Lbs/in, (Per Simpson Strong Tie Catalog ) 226 Lbs. (Calc)<438 OK Use =1/4 " fillet Area Aw = 0.707 * 0.25 In. = 0.18 In./In. Weld Section Modulus = (b*d) + (d2/3) = 5.33 In.2 f = 8400 In.-Lbs. / 5.33 In2. = 1576 #/In. Shear Stress = f/Aw = 1576 #/In. / 0.18 In/In. = 8917 Psi. Allowable Tension Stress = Base Metal = 30000 Psi. 8917 Psi. (Calc.)<30000 OK SIZE FILLET WELD @ BASE Psi. Allowable 'H2.5' SIMPSON TIE @ TOP AND BOTTOM Lbs. (Allowable) Blocking Connection Page 6 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com Guard Post Spacing =5.25 Ft. P =200 Lbs. Height =42 In. Moment = M = 200 Lbs. * 42 In. =8400 In.-Lbs. Use = Section Modulus (S) = ( 2In.*2In.*2In./6)-(1.75In.* 1.75 In.*1.75 In./6) =0.44 In.3 Bending Stress = M/S = 8400 In.-Lbs. / 0.4411 In.3 =19043 Psi. Allowable Bending Stress = 0.66 Lbs.*36000 Psi. =23760 Psi. 19043 Psi. (Calc.)<23760 Psi. Allowable OK Distance to Center of Fasteners = H1 =41.00 In. Distance between Fasteners = H2 =3.50 In. Moment = 200 Lbs. * 41 In. =8200 In.-Lbs. F = M / d =8200 In.-Lbs. / 3.5 in. =2,343 Lbs. Use = Area =0.20 In.2 σ = F/Area = 2,343 Lbs. /0.2 in2 = 11715 Psi 36000 Psi. Allow.>11715 Psi (Calc.)OK Use:4 3/8 In. ø A307 BOLTH Embedment ( p ω ) =4 In. Lateral Design Value ( Z ) =710 Lbs, (Per NDS 2018 Table 12.B) Kf =3.32 CM =1.00 ϕ =0.65 Ceg =1.00 λ =0.80 CΔ =1.00 Cg =1.00 Z' = 2357 Lbs. 1172 Lbs. (Calc)<2357 OK Plate Connection GUARDRAIL CALCULATION - SHORT SIDE POST DESIGN 2'' x 2'' x 1/8 '' Thk. Tube (36ksI) POST TO BEAM ATTACHMENT CALCULATION (4) 3/8'' Ø Thru Bolt 3.5'' Apart NDS 2018 (ASD) Table 11.3.1 Z' = Z * CD* CM * Ct * Cg * Ceg * Cdi * Ctn * CΔ Lbs. (Allowable) P HH1 H2 H2 Page 7 of 19 HOLD - 1223 N Ross St3/4/2025 Use:Spacing =16 '' O.C. Uplift value =438 Lbs/in, (Per Simpson Strong Tie Catalog ) 208 Lbs. (Calc)<438 OK Use =1/4 " fillet Area Aw = 0.707 * 0.25 In. = 0.18 In./In. Weld Section Modulus = (b*d) + (d2/3) = 5.33 In.2 f = 8400 In.-Lbs. / 5.33 In2. = 1576 #/In. Shear Stress = f/Aw = 1576 #/In. / 0.18 In/In. = 8917 Psi. Allowable Tension Stress = Base Metal = 30000 Psi. 8917 Psi. (Calc.)<30000 OK Blocking Connection 'H2.5' SIMPSON TIE @ TOP AND BOTTOM Lbs. (Allowable) SIZE FILLET WELD @ BASE Psi. Allowable Page 8 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com Guard Post Spacing =4.4 Ft.P P =200 Lbs. Height =42 In.H Moment = M = 200 Lbs. * 42 In. =8400 In.-Lbs. Use = Section Modulus (S) = ( 2In.*2In.*2In./6)-(1.75In.* 1.75 In.*1.75 In./6) =0.44 In.3 Bending Stress = M/S = 8400 In.-Lbs. / 0.4411 In.3 =19043 Psi. Allowable Bending Stress = 0.66 Lbs.*36000 Psi. =23760 Psi. 19043 Psi. (Calc.)<23760 Psi. Allowable OK Use =1/4 " fillet Area Aw = 0.707 * 0.25 In. = 0.18 In./In. Weld Section Modulus = (b*d) + (d2/3) = 5.33 In.2 f = 8400 In.-Lbs. / 5.33 In2. = 1576 #/In. Shear Stress = f/Aw = 1576 #/In. / 0.18 In/In. = 8917 Psi. Allowable Tension Stress = Base Metal = 30000 Psi. 8917 Psi. (Calc.)<30000 Psi. Allowable OK GUARDRAIL CALCULATION - STAIR POST DESIGN 2" x 2" x 1/8" Thk. Tube (36ksi) SIZE FILLET WELD @ BASE Page 9 of 19 HOLD - 1223 N Ross St3/4/2025 I.II Awning Attachment Calculation Page 10 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com TRIBUTARY LENGTH =5.3 Ft.C CANOPY TRIBUTARY AREA =16.0 Sq.Ft. W 30.00 Psf. 479.7 Psf.2.4 A B SHEAR (W) =239.85 Lbs 3.0 SUM M @ A = 239.85 * 3 - 2.44 = 0 295 LbsUPLIFT (C) = WORST CASE AWNING WIND LOAD MAX. NET OUTWARD PRESSURE = TOTAL FORCE CANOPY =` Page 11 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 N= Number of Bolts Bolt Dia.= 1/2" Dia. A307 BOLT N= 4 Ref. Table 12B Lateral Design Value * Per NDS 2018 Capacity =510 Lbs. 74 Lbs. 510 >74 OK N= Number of Bolts Bolt Dia.= 5/8" Dia. N= 4 Ref. Table 12.B * Per NDS 2018 Capacity =830 Lbs.1/2" Dia., 5" Embeded, 4" Apart 74 Lbs. 830 >74 OK Use: Bolt Uplift = C / N = 294.9 Lbs.= 4 (4) - 1/2" φ THRU BOLTS AWNING ATTACHMENT CALCULATION SHEAR VERIFICATION Bolt Shear = W / N = 294.9 Lbs.= 4 TENSION VERIFICATION sZ Page 12 of 19 HOLD - 1223 N Ross St3/4/2025 I.III Roof Rafter Verification Page 13 of 19 HOLD - 1223 N Ross St3/4/2025 Multiple Simple Beam LIC# : KW-06018780, Build:20.23.08.30 GED CONSULTANTS, INC. (c) ENERCALC INC 1983-2023 Project File: Ross common.ec6 Project Title: Engineer: Project ID: Project Descr: ROOF RAFTER VERIFICATIONDescription : BEAM Size :2x6, Sawn, Fully Unbraced Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 DouglasFir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.20 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf ROOF RAFTER Applied Loads Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 1.330 ft .Design Summary Max fb/Fb Ratio =0.444 : 1 Max Reactions (k)HEWSLLr +D+Lr+HLoad Comb : Span # 1 Left Support D in 6.000 inft 33.81 psi Fb : Allowable : 1,369.90 psi Right Support Fv : Allowable :Span # 1 Load Comb : +D+Lr+H 212.50 psi fb : Actual : Max fv/FvRatio =0.159 : 1 5.550 ft 607.80 psi at atfv : Actual : Ratio 9999 Ratio 6201 Max Deflections Transient Downward 0.102 in Transient Upward -0.006 in Total Downward 0.183 in Total Upward -0.012 in 0.04 0.04 0.18 0.22 Ratio 942 522Ratio LC: Lr Only LC: +D+Lr+H LC: Lr Only LC: +D+Lr+H Page 14 of 19 HOLD - 1223 N Ross St3/4/2025 APPENDIX II Garage Page 15 of 19 HOLD - 1223 N Ross St3/4/2025 II.I Beams Verifications Page 16 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Garage Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com 1 1)FLAT ROOF 2 Asphalt Shingle 6.0 3 1/2" OSB Sheathing 1.5 4 5/8" Thick Drywall 3.2 5 Insulation 1.0 6 [E] 2x R.R. @ 16'' O.C.2.8 7 Misc. 0.5 8 Total 15.0 Lb/Sq.ft 9 2)CEILING DL 10 5/8" Thick Drywall 3.2 11 Insulation 1.0 12 [E] 2x C.J. @ 16'' O.C.2.8 13 Misc.1.0 14 Total 8.0 Lb/Sq.ft 15 3)EXTERIOR WALL DL 16 Studs 2X6 @ 16" O.C.2.0 17 Siding 3.0 18 1/2" OSB Sheathing 1.5 19 5/8" Thick Drywall 3.2 20 Insulation 1.0 21 Misc.0.8 22 Total 11.5 Lb/Sq.ft 23 4)ROOF DL 24 Asphalt Shingle 6.0 25 1/2" OSB Sheathing 1.5 26 [E] 2x R.R. @ 16'' O.C.3.9 27 Misc.0.6 28 Total 12.0 Lb/Sq.ft 29 30 31 32 FLAT ROOF = 20.0 lb/sq.ft 5 CEILING =10.0 lb/sq.ft 6 ROOF =20.0 lb/sq.ft 7 8 LIVE LOADS LOAD ESTIMATES DEAD LOADS Page 17 of 19 HOLD - 1223 N Ross St3/4/2025 Luis Labrada 809 Bowsprit, Suite 105 Project: Ross Common Garage Chula Vista, CA 91914 Engineer: A.H. Phone: (619) 370-9515 Date : 10/19/2023 www.lamareng.com Use: Units = ft FLAT ROOF EXTERIOR WALL DL1 = 15psf *10ft+11.5psf *0.66ft = 155.04 Lbs/ft Lr1 = 20psf *9.83ft = 196.6 Lbs/ft 1 Use: Units = ft FLAT ROOF EXTERIOR WALL DL1 = 15psf *9.58ft+11.5psf *1.9ft = 165.55 Lbs/ft Lr1 = 20psf *9.58ft = 191.6 Lbs/ft 1 DB 1 ROOH HEADER 4x8 D.F. #2 RH 2 ROOF HEADER 4x6 D.F. #2 D1 8.58.58.58.58.58.58.58.58.58.58.58.5 D1 9.8 0.7 D1 2.72.72.72.72.72.72.72.72.72.72.72.7 D1 9.6 1.9 X Y Z X Y Z Page 18 of 19 HOLD - 1223 N Ross St3/4/2025 Multiple Simple Beam LIC# : KW-06018780, Build:20.23.08.30 GED CONSULTANTS, INC. (c) ENERCALC INC 1983-2023 Project File: Ross Commons- GARAGE.ec6 Project Title: Engineer: Project ID: Project Descr: DB1 - RH 2Description : BEAM Size :4x8, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, ASCE 7-16 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf DB 1 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.1550, Lr = 0.1960 k/ft, Trib= 1.0 ft .Design Summary Max fb/Fb Ratio =0.799 : 1 Max Reactions (k)HEWSLLr +D+Lr+HLoad Comb : Span # 1 Left Support D in 4.000 inft 71.93 psi Fb : Allowable : 1,397.16 psi Right Support Fv : Allowable :Span # 1 Load Comb : +D+Lr+H 212.50 psi fb : Actual : Max fv/FvRatio =0.339 : 1 0.000 ft 1,116.19 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.126 in Transient Upward 0.000 in Total Downward 0.229 in Total Upward 0.000 in 0.64 0.78 0.64 0.78 Ratio 763 419Ratio LC: Lr Only LC: +D+Lr+H LC: LC: BEAM Size :4x6, Sawn, Fully Unbraced Using Allowable Stress Design with IBC 2021 Load Combinations, Major Axis Bending Wood Beam Design : Calculations per NDS 2018, IBC 2021, ASCE 7-16 Douglas Fir-Larch No.2 875.0 875.0 600.0 625.0 1,300.0 470.0 170.0 425.0 31.210 Eminbend - xx ksi Wood Species : Wood Grade : Fb - Tension psi psi Fv psi Fb - Compr Ft psi Fc - Prll psi psiFc - Perp Ebend- xx ksi Density pcf RH 2 Applied Loads Beam self weight calculated and added to loads Unif Load: D = 0.1790, Lr = 0.1910 k/ft, Trib= 1.0 ft .Design Summary Max fb/Fb Ratio =0.164 : 1 Max Reactions (k)HEWSLLr +D+Lr+HLoad Comb : Span # 1 Left Support D in 1.350 inft 26.24 psi Fb : Allowable : 1,416.11 psi Right Support Fv : Allowable :Span # 1 Load Comb : +D+Lr+H 212.50 psi fb : Actual : Max fv/FvRatio =0.123 : 1 2.250 ft 231.87 psi at atfv : Actual : Ratio 9999 Ratio 9999 Max Deflections Transient Downward 0.004 in Transient Upward 0.000 in Total Downward 0.007 in Total Upward 0.000 in 0.25 0.26 0.25 0.26 Ratio 8901 4544Ratio LC: Lr Only LC: +D+Lr+H LC: LC: Page 19 of 19 HOLD - 1223 N Ross St3/4/2025 STRUCTURAL FLOOR FRAMING PLAN S1 SHEET: ISSUE DATES: DATE: PROJECT NUMBER: SUBMITTAL SET STAMP: CONSULTANT: 1 2 3 4 5 RO S S C O M M O N A P T R E M O D E L SA N T A A N A , C A 9 2 0 7 23L2127 10-23-23 12 2 3 N . R O S S S T R E E T , 1 2 3 4 5 6 C B A HOLD - 1223 N Ross St3/4/2025 STRUCTURAL ROOF FRAMING PLAN S2 SHEET: ISSUE DATES: DATE: PROJECT NUMBER: SUBMITTAL SET STAMP: CONSULTANT: 1 2 3 4 5 RO S S C O M M O N A P T R E M O D E L SA N T A A N A , C A 9 2 0 7 23L2127 10-23-23 12 2 3 N . R O S S S T R E E T , 1 2 3 4 5 6 C B A HOLD - 1223 N Ross St3/4/2025 STRUCTURAL ROOF FRAMING PLAN - GARAGE S3 SHEET: ISSUE DATES: DATE: PROJECT NUMBER: SUBMITTAL SET STAMP: CONSULTANT: 1 2 3 4 5 RO S S C O M M O N A P T R E M O D E L SA N T A A N A , C A 9 2 0 7 23L2127 10-23-23 12 2 3 N . R O S S S T R E E T , A B A B 1 2 3 4 5 6 7 8 9 10 11 12 13 HOLD - 1223 N Ross St3/4/2025 FRAMING DETAILS SD1 SHEET: ISSUE DATES: DATE: PROJECT NUMBER: SUBMITTAL SET STAMP: CONSULTANT: 1 2 3 4 5 RO S S C O M M O N A P T R E M O D E L SA N T A A N A , C A 9 2 0 7 23L2127 10-23-24 12 2 3 N . R O S S S T R E E T , HOLD - 1223 N Ross St3/4/2025 STRUCTURAL NOTES SN1 SHEET: ISSUE DATES: DATE: PROJECT NUMBER: SUBMITTAL SET STAMP: CONSULTANT: 1 2 3 4 5 RO S S C O M M O N A P T R E M O D E L SA N T A A N A , C A 9 2 0 7 23L2127 10-23-24 12 2 3 N . R O S S S T R E E T , · · · · · · · · · REMODEL/ADDITION PROJECT ADDRESS: Description of Work: Owner:Architect:Engineer: PERMIT APPL. NO.: STRUCTURAL OBSERVATION (ONLY CHECKED ITEMS ARE REQUIRED) Firm or Individual to be responsible for the Structural Observation: Name: FOUNDATION WALL FRAME DIAPHRAGM Concrete Masonry Wood Others: Footing, Stem Walls, Piers Mat Foundation Caisson, Piles, Grade Beams Stepp'g/Retain'g Foundation, Hillside Special Anchors Others: Concrete Steel Deck Wood Others: Steel Moment Frame Steel Braced Frame Concrete Moment Frame Masonry Wall Frame Others: HFX DECLARATION BY OWNER I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date Phone:Calif. Registration: NOTE: STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY SITE MEETING OR STRUCTURAL OBSERVATION AT LEAST 48 HRS IN ADVANCE OF APPOINTMENT DATE. 1223 N. ROSS STREET SANTA ANA CA 92701 LUIS A. LABRADA LUIS A. LABRADA 65416619-370-9515 HOLD - 1223 N Ross St3/4/2025 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 the Department of Forestry and Fire Protection on maintenance of defensible space around residential structures. 12. Information and/or drawings identifying the location of grab bar reinforcements. 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 Section 4.106.4.1 or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code. 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 local utility power supply or the local utility is unable to supply adequate power. 1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 4.106.4, may adversely impact the construction cost of the project. 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. The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking facilities or the addition of new parking facilities serving existing multifamily buildings. See Section 4.106.4.3 for application. Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing lighting fixtures are not considered alterations for the purpose of this section. 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, hotels and motels and new residential parking facilities. When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at least one standard automobile parking space only 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 Reserved. 4.106.4.2.2 Multifamily dwellings, hotels and motels 1. EV ready parking spaces with receptacles. a.Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by this section shall be located in at least one assigned parking space per dwelling unit where assigned parking is provided but need not exceed forty (40) percent of the total number of assigned parking spaces provided on the site. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless determined as infeasible by the project builder or designer and subject to concurrence of the local enforcing agency. Exception: Areas of parking facilities served by parking lifts, including but not limited to automated mechanical-access open parking garages as defined in the California Building Code; or parking facilities otherwise incapable of supporting electric vehicle charging. d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of the following configurations: 1. For 20-ampere receptacles, NEMA 6-20R 2.For 30-ampere receptacles, NEMA 14-30R 3. For 50-ampere receptacles, NEMA 14-50R 2. EV ready parking spaces with EV chargers. a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped with J1772 connectors. Where common use parking or unassigned parking is provided, EV chargers shall be located in common use or unassigned parking areas and shall be available for use by all residents or guests. Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond the minimum required, an automatic load management system (ALMS) may be used to reduce the maximum required electrical capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not less than 30 amperes. 4.106.4.2.2.1 Electric vehicle charging stations (EVCS). Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall comply with Section 4.106.4.2.2.1.1. Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable requirements. 4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions and location. EVCS spaces shall be designed to comply with the following: 1. The minimum length of each EVCS space shall be 18 feet (5486 mm). 2. The minimum width of each EVCS space shall be 9 feet (2743 mm). 3. One in every 25 EVCS spaces, but not less than one, shall also 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 EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also comply with at least one of the following: a. The EVCS 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. b. The EVCS 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 4.106.4.2.2.1.1. 4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces. In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A. 4.106.4.2.3 Reserved. 4.106.4.2.4 Reserved. 4.106.4.2.5 Electric vehicle ready space signage. Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s). 4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing multi-family buildings. Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE.” 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. 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. Y N/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 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, 2019 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 GN1 HOLD - 1223 N Ross St3/4/2025 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/AY N/AY N/AY N/A RESPON. PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES N/A = NOT APPLICABLE RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.) GN2 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: NON-RESIDENTIAL SCHEDULES, NOTES & DETAILS NONE NON-RESIDENTIAL SCHEDULES, NOTES & DETAILS SCALE: NONE E001 HOLD - 1223 N Ross St3/4/2025 “ ” - ”” ” - -” - “”. · “” REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: RESIDENTIAL SCHEDULES, NOTES & DETAILS NONE RESIDENTIAL SCHEDULES, NOTES & DETAILS SCALE: NONE E002 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 11-20-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 PANEL SCHEDULES & 1-LINE NONE PANEL SCHEDULES & 1-LINE SCALE: NONE E003 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: PANEL SCHEDULES NONE PANEL SCHEDULES SCALE: NONE E004 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: PANEL SCHEDULES NONE PANEL SCHEDULES SCALE: NONE E005 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: TITLE-24 LTS, PART 1 NONE TITLE-24 LTS, PART 1 SCALE: NONE E006 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: TITLE-24 LTS, PART 2 NONE TITLE-24 LTS, PART 2 SCALE: NONE E007 HOLD - 1223 N Ross St3/4/2025 · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 11-20-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 ELECTRICAL SITE PLAN 1/8"=1'-0" ELECTRICAL SITE PLAN SCALE: 1/8"=1'-0" E100 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: LIGHTING PLAN, GARAGE 1/4"=1'-0" LIGHTING PLAN, GARAGE SCALE: 1/4"=1'-0" E101 HOLD - 1223 N Ross St3/4/2025 · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 11-20-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 POWER & EQUIPMENT PLAN, GARAGE 1/4"=1'-0" POWER & EQUIPMENT PLAN, GARAGE SCALE: 1/4"=1'-0" E102 HOLD - 1223 N Ross St3/4/2025 • • • • · · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: LIGHTING PLAN, FIRST FLOOR 1/4"=1'-0" LIGHTING PLAN, FIRST FLOOR SCALE: 1/4"=1'-0" E201 HOLD - 1223 N Ross St3/4/2025 · · · · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: POWER PLAN, FIRST FLOOR 1/4"=1'-0" POWER PLAN, FIRST FLOOR SCALE: 1/4"=1'-0" E202 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: EQUIPMENT PLAN, FIRST FLOOR 1/4"=1'-0" EQUIPMENT PLAN, FIRST FLOOR SCALE: 1/4"=1'-0" E203 HOLD - 1223 N Ross St3/4/2025 • • • • · · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: LIGHTING PLAN, SECOND FLOOR 1/4"=1'-0" LIGHTING PLAN, SECOND FLOOR SCALE: 1/4"=1'-0" E301 HOLD - 1223 N Ross St3/4/2025 · · · REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: POWER PLAN, SECOND FLOOR 1/4"=1'-0" POWER PLAN, SECOND FLOOR SCALE: 1/4"=1'-0" E302 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: EQUIPMENT PLAN, SECOND FLOOR 1/4"=1'-0" EQUIPMENT PLAN, SECOND FLOOR SCALE: 1/4"=1'-0" E303 HOLD - 1223 N Ross St3/4/2025 1 1 PROJECT DATA ----------------------------------------------------------------------------------- PROJECT ADDRESS: DESIGNER/PROJECT MANAGER ADRIAN DEADWYLER 909.559.0774 ADEADWYLER@GMAIL.COM PROPERTY OWNER(S): MICHAEL CHEN 408.544.0927 MICHAEL@CAPEROBBIN.COM ARCHITECT DONNA J. BROWN 206.949.9939 DONNA@DJBARCHITECT.COM 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL SCHEDULES & NOTES MECHANICAL SCHEDULES & NOTES NONE SCALE: NONE M001 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL DETAILS MECHANICAL DETAILS NONE SCALE: NONE M002 HOLD - 1223 N Ross St3/4/2025 1 1 1 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL PLAN, 1ST FLOOR MECHANICAL PLAN, 1ST FLOOR 1/4"=1'-0" SCALE: 1/4"=1'-0" M101 HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL PLAN, 2ND FLOOR MECHANICAL PLAN, 2ND FLOOR 1/4"=1'-0" SCALE: 1/4"=1'-0" M102 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL ROOF PLAN MECHANICAL ROOF PLAN 1/4"=1'-0" SCALE: 1/4"=1'-0" M103 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: MECHANICAL PLAN, GARAGE MECHANICAL PLAN, GARAGE 1/4"=1'-0" SCALE: 1/4"=1'-0" M104 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: NONE TITLE-24, MECH PART 1 SCALE: NONE MT01TITLE-24, MECH PART 1 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: NONE TITLE-24, MECH PART 2 SCALE: NONE MT02TITLE-24, MECH PART 2 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: NONE TITLE-24, MECH PART 3 SCALE: NONE MT03TITLE-24, MECH PART 3 HOLD - 1223 N Ross St3/4/2025 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: NONE TITLE-24, MECH PART 4 SCALE: NONE MT04TITLE-24, MECH PART 4 HOLD - 1223 N Ross St3/4/2025 2022 RESIDENTIAL MANDATORY MEASURES TABLE 4.303.2 FIXTURE FLOW RATES MAXIMUM FLOW RATE AT 20 percent REDUCTION FIXTURE TYPE Showerheads 1.8 gpm @ 80 psi Lavatory faucets, residential 1.2 gpm @ 60 psi2 Kitchen faucets 1.8 gpm @ 60 psi Gravity tank-type water closets 1.28 gallons/flush1 Flushometer tank water closets 1.28 gallons/flush1 Flushometer valve water closets 1.28 gallons/flush1 Electromechanical hydraulic water closet 1.28 gallons/flush1 Urinals .5 gallon/flush Includes single and dual flush water closets with an effective flush of 1.28 gallons or less. Single flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8liters).The effective flush volume is the average flush volume when tested in accordance with ASME A112.19.233.2. Dual flush toilets—The effective flush volume shall not exceed 1.28 gallons (4.8 liters). The effective flush volume is defined as the composite, average flush volume of two reduced flushes and one full flush. Flush volumes will be tested in accordance with ASME A112.19.2 and ASME A112.19.14. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. PLUMBING WASTE & VENT SIZE CHART PIPE SIZING PER CPC 2022, 703.2 PIPE SIZE MAX. UNIT (WASTE)MAX. UNIT (VENT) 1 1/2"1 8 2"8 24 2 1/2"14 48 3"35 84 4"216 256 CLEANOUT SIZING PERC CPC 2022, TABLE 707.1 PIPE SIZE SIZE OF CLEANOUT THREADS PER INCH 1 1/2"1 1/2"11 1/2" 2"1 1/2"11 1/2" 2 1/2"2 1/2"8 3"2 1/2"8 4" & LARGER 3 1/2"8 PROJECT INFORMATION PLANS DRAWN BY: PROJECT DATA ----------------------------------------------------------------------------------- PROJECT ADDRESS:1223 N ROSS ST, SANTA ANA, CA 92701 LEGAL DESCRIPTION: A TR HALESWORTHS ADD BLK LOT 10 HALESWORTHS ADD LOT 10 ALL EX E 48 FT- A.P.N.: 398-541-04 ZONING:P OCCUPANCY:U, R-2 MUTI-FAMILY (5 OR MORE UNITS) EXIST. BLDG. USE:12-UNIT APT. w/DETACHED GARAGES YEAR BUILT:1961 SPRINKLERED: NO STORES:2-STORY HISTORIC:NO FLOOD ZONE:X-0602320163J SCHOOL ZONE:SANTA ANA UNIFIED SERVICES:NATURAL GAS, CITY WATER/SEWER LOT SIZE:15,464 S.F. F.A.R. EXISTING:7,853 S.F. / 15,464 S.F. = 51% (NO CHANGE) EXISTING 1ST FLOOR 3,937 S.F. EXISTING 2ND FLOOR 3,916 S.F. BUILDING FOOTPRINT(S):7,163 S.F. / 15,464 S.F. = 46% (NO CHANGE) EXIST. BUILDING 4,037 S.F. EXIST. BALCONY 464 S.F. EXIST. DETACHED GARAGE 2,662 S.F. PROJECT DESCRIPTION ---------------------------------------------------------------------------- 1.CODE ENFORCEMENT: CORRECT TO CODE AND INSPECT ALL INTERIOR AND EXTERIOR REMODEL WORK DONE TO THE APARTMENT BUILDING AND DETACHED MULTI-GARAGE BUILDING WITHOUT A PERMIT. 2.APARTMENT BUILDING REMODEL INCLUDES: 2.1.RE-ROOF OF ENTIRE BUILDING 2.2.ALL WINDOWS, AND DOORS ARE NEW AND WILL MAINTAIN THE SAME SIZE, OPERATION TYPE, AND SILL HEIGHT. 2.3.NEW WOOD SIDING ADDED TO EXTERIOR. 2.4.NEW 20 S.F. METAL AWNING ADDED OVER DOOR OF UNIT #1. 2.5.ADD GUTTERS TO NORTH SIDE OF BUILDING 2.6.NEW BALCONY RAILING AND STAIR RAILING. 2.7.ALL ELECTRICAL TO BE BROUGHT UP TO CURRENT CODE . 2.8.NEW EXTERIOR AND INTERIOR LIGHTING, SWITCHES, RECEPTACLES AND DEDICATED CIRCUITS. 2.9.UPGRADE ALL ELECTRIC PANELS IN UNITS AND HOUSE PANEL TO PROVIDE SPACE FOR FUTURE UPGRADES. 2.10.UPGRADE MAIN ELECTRICAL METER FROM 400A TO 600A. 2.11.NEW MINI-SPLIT SYSTEM FOR EACH UNIT. 2.12.ALL MECHANICAL TO BE BROUGHT UP TO CURRENT CODE. 2.13.ALL PLUMBING TO BE BROUGHT UP TO CURRENT CODE. 2.14.CAP OFF OLD WALL MOUNT GAS HEATER LINES. 2.15.INSTALL NEW LAUNDRY PLUMBING LINES IN EACH UNIT. 2.16.ALL WATER FIXTURES AND APPLIANCES ARE NEW. 2.17.REMOVAL OF KITCHEN PARTITION WALL TO CREATE AN OPEN CONCEPT . 2.18.VERIFY FIRE SEPARATION BETWEEN ADJOINING WALLS AND CEILING IN UNITS 3.DETACHED GARAGE REMODEL INCLUDES: 3.1.NEW EXTERIOR WOOD SIDING ON WEST SIDE OF BUILDING 3.2.NEW EXTERIOR LIGHTING 3.3.NEW INTERIOR SWITCHES, RECEPTACLES, AND GARAGE DOOR OPENERS IN EACH GARAGE 3.4.NEW METAL GARAGE DOORS 3.5.REPLACE WATER DAMAGED WOOD FRAMING IN KIND. 3.6.RE-ROOF GARAGE 4.NEW OUTDOOR BBQ GRILL AND GAS PLUMBING LINES IN COURTYARD. 5.PREVIOUS EXPIRED PERMIT REFERENCE: # 102102495 6.OBTAIN FRONT YARD FENCE PERMIT FOR EXISTING FENCE. DESIGNER/PROJECT MANAGER ADRIAN DEADWYLER 909.559.0774 ADEADWYLER@GMAIL.COM PROPERTY OWNER(S): MICHAEL CHEN 408.544.0927 MICHAEL@CAPEROBBIN.COM ARCHITECT DONNA J. BROWN 206.949.9939 DONNA@DJBARCHITECT.COM 1 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 09-30-24 CHECKED BY: RP SCALE: CONSULTANT: NONE PLUMBING SCHEDULES & NOTES SCALE: NONE P001PLUMBING SCHEDULES & NOTES HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1. -- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: NONE PLUMBING DETAILS SCALE: NONE P002PLUMBING DETAILS HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: NONE PLUMBING DETAILS SCALE: NONE P003PLUMBING DETAILS HOLD - 1223 N Ross St3/4/2025 1 1 4 4 2 2 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 12-27-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 4 PLAN CHECK 12272024 1/8"=1'-0" PLUMBING SITE PLAN SCALE: 1/8"=1'-0" P100PLUMBING SITE PLAN HOLD - 1223 N Ross St3/4/2025 48.0000 1 1 2 2 4 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 12-27-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 4 PLAN CHECK 12272024 1/4"=1'-0" WASTE & VENT PLAN, 1ST & 2ND FLOOR SCALE: 1/4"=1'-0" P101WASTE & VENT PLAN, 1ST & 2ND FLOOR HOLD - 1223 N Ross St3/4/2025 4 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1 PLAN CHECK 09302024 SHEET NO.: PLOT DATE: 12-27-24 CHECKED BY: RP SCALE: CONSULTANT: 2 PLAN CHECK 10252024 3 PLAN CHECK 11202024 4 PLAN CHECK 12272024 1/4"=1'-0" WASTE & VENT PLAN, ISOMETRICS SCALE: 1/4"=1'-0" P102WASTE & VENT PLAN, ISOMETRICS HOLD - 1223 N Ross St3/4/2025 1 1 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: 1/4"=1'-0" HW & CW PLAN, 1ST & 2ND FLOOR SCALE: 1/4"=1'-0" P201HW & CW PLAN, 1ST & 2ND FLOOR HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: 1/4"=1'-0" HW & CW PLAN, ISOMETRICS SCALE: 1/4"=1'-0" P202HW & CW PLAN, ISOMETRICS HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: 1/4"=1'-0" GAS PLAN, 1ST & 2ND FLOOR SCALE: 1/4"=1'-0" P301GAS PLAN, 1ST & 2ND FLOOR HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: 1/4"=1'-0" GAS PLAN, ISOMETRICS SCALE: 1/4"=1'-0" P302GAS PLAN, ISOMETRICS HOLD - 1223 N Ross St3/4/2025 REVISIONS SHEET TITLE: SUBMIT DATE: PROJECT NUMBER RO S S C O M M O N A P A R T M E N T R E M O D E L 12 2 3 N R O S S S T , S A N T A A N A , C A 9 2 7 0 1 Br i a n E n r i g h t & Ad r i a n D e a d w y l e r De s i g n D r a f t i n g 34 7 2 M e a d e A v e Sa n D i e g o , C A 9 2 1 1 6 61 9 . 2 6 9 . 6 4 6 0 DESIGNER SIGNATURE DOCUMENT JOB NO.: 23-515 WINDOW PERMIT ---------- 00-00-2023 1.-- SHEET NO.: PLOT DATE: 11-13-23 CHECKED BY: RP SCALE: CONSULTANT: 1/4"=1'-0" ROOF PLUMBING SCALE: 1/4"=1'-0" P401ROOF PLUMBING HOLD - 1223 N Ross St3/4/2025 YES NO INSTRUCTIONS: ORAN GE COUNTY FI RE AUTHORI TY Plan Submittal Criteria COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects and RESIDENTIAL TRACT developments · Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place. · Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section. · If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA. · In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations. · Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602. Address Suite City Project Scope/Business Description 1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways, curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within 300 feet of an active or proposed oil well? Fire Master Plan (PR145) 2. Property is adjacent to a wildland area or non-irrigated native vegetation? Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124) 3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170) 4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475) 5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000 sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285) 6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card, button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520) 7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment; industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations? Special Equipment Plan (PR315, PR340-PR382) 8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240) 9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330) 10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335) Initial each of the following two items indicating that you have read and understand the statement: 11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications. 12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327— Initials the building department will determine specific requirements. I certify under penalty of perjury under the laws of the State of California that the above is true: Print Name Signature Phone Number ( ) Date / / Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the appropriate plans and fees for OCFA review. 10-08-14 EE COM HOLD - 1223 N Ross St3/4/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Referral Form Required for OCFA to review plans upon the request of the Building Department when the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”. City / County Official Requesting Review: City / County Reference #: Date: __________________________________ City / County: _____________________________________ E-Mail: __________________________________ Contact Name: _____________________________________ Phone #: _________________________________ Title: _____________________________________ ** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. ** Reason(s) for Review: Please describe why OCFA Plan Review is or may be required by the City/County : OCFA COMMENTS:  No further action required on this specific plan type, based on information provided on: ____/______/______.  Project to be taken in for OCFA Review. Other: Name: _________________________________________ Contact #: ______________________________________ Date: _________________________________ OCFA Authorization Updated: 06/02/2020 rs HOLD - 1223 N Ross St3/4/2025 We protect what mat ters most™ Installation: Explore installation options. EverGuard Extreme® TPO Fleece-Back Membrane can be installed with a wide range of applications: n Mechanically attached — quick, cost-effective, and available practically year-round n Adhered — effective with EverGuard® WB 181 Bonding Adhesive (water- based) or hot asphalt for a smooth appearance and excellent wind uplift n LRF Adhesive O — low-rise foam that’s low-VOC, suitable for minor surface irregularities, and available in a cartridge or 5-gallon container n LRF Adhesive M — low-rise foam that’s similar to LRF-O and can also be used for ISO insulation applications n GAF LRF Adhesive XF — 2-part low-rise foam that’s low-VOC, suitable for minor or surface irregularities, and can adhere up to 24 squares of Fleece-Back Membrane n OlyBond500® Adhesive Fastener — 2-part low-rise foam that’s low-VOC, suitable for minor surface irregularities, and can adhere up to 24 squares of Fleece-Back Membrane Description: Durable. Efficient. Proven. GAF knows thermoplastic polyolefin (TPO). In fact, we’ve sold more than 6 billion square feet. Specialized training from GAF Roofing It Right videos and CARE classes add to GAF’s unmatched technical support. GAF EverGuard Extreme® TPO Fleece-Back Membrane includes an enhanced weathering package that allows GAF to offer a guarantee of up to 35 years*, the longest in the industry. Great for high-heat and solar applications. Integral polyester fleece backing lets you offer the proven performance of EverGuard Extreme® TPO, while increasing durability and reducing labor: n Suitable for re-cover applications or where strong protection against foot traffic, punctures, and hail* is paramount n Offers inherent flexibility, excellent heat-sealable properties, long-term heat and UV resistance, fungal resistance,† and high reflectivity (white only) n Does not require a slip sheet when installed over a variety of existing roof systems n Guarantees available with coverage up to 35 years‡ Labor-Saving Tip: GAF 50 mil EverGuard Extreme TPO Fleece-Back Membrane can be installed without T-Joint patches and still qualify for 30-year guarantee.‡ Easy-to-Install Accessories: Fabricating details on-site can be time-consuming, costly, inconsistent, and even unreliable. EverGuard® TPO prefabricated accessories save you time and labor, deliver consistent performance, and create a uniform aesthetic. EverGuard Extreme® TPO Split Pourable Sealer Pocket The low-profile design requires less sealant and can be cut down to size to more tightly fit around penetrations. EverGuard Extreme® TPO Vent Boot One standard size of the molded membrane Vent Boot accommodates 1”– 6” (25.4 mm – 152 mm) pipes and conduits. Vent Boots come with stainless steel clamping rings for the top of the penetration. EverGuard Extreme® TPO Corner Wrap Constructed from proven, durable EverGuard Extreme® TPO single-ply reinforced membrane and available in four convenient sizes from 13.5” (343 mm) to 31.5” (800 mm).* GAF warranties and guarantees do not provide coverage against traffic except where GAF walkways are applied, or against hail or other impact. Refer to gaf.com for more information on warranty and guarantee coverage and restrictions. Hail or puncture resistance coverage may be available for purchase for eligible systems. Contact GAF for more information. † Meets ASTM G21. GAF warranties and guarantees do not provide coverage against fungi or other biological growth. Refer to gaf.com for more information on warranty and guarantee coverage and restrictions. ‡ Additional requirements apply. Contact GAF for more information. See applicable guarantee, available at gaf.com, for complete coverage and restrictions. § Excludes TPO accessories. For additional information, contact GAF Design Services at 1-877-423-7663 or designservices@gaf.com See our complete line of time-saving prefabricated TPO Accessories For TPO membrane rolls only§ 50, 60, 70, 80 mil HOLD - 1223 N Ross St3/4/2025 We protect what mat ters most™ For additional information, contact GAF Design Services at 1-877-423-7663 or designservices@gaf.com Physical Properties (ASTM D 6878-21) — See notes below1 Type ASTM Test Method ASTM Minimum Values EverGuard Extreme® TPO Fleece-Back Membrane Test Values (approx.)2 50 60 70 80 TPO Nominal Thickness ASTM D751 0.039”0.049" (1.24 mm)0.056" (1.42 mm)0.066" (1.68 mm)0.076" (1.93 mm) Thickness over Scrim ASTM D7635 0.015”20 mil (nominal)25 mil (nominal)27 mil (nominal)33 mil (nominal) Breaking Strength ASTM D751 Grab Method MD 220 lbf 480 lbf x 415 lbf (714 x 618 kg/m) 500 lbf x 425 lbf (744 x 632 kg/m) 545 lbf x 465 lbf (811 x 692 kg/m) 570 lbf x 490 lbf (848 x 729 kg/m) Elongation at Break ASTM D751 15%30.60%30.20%31.80%30.60% Tear Strength ASTM D751 (8” x 8” Sample)55 lbf 95 lbf x 160 lbf (141 x 238 kg/m) 80 lbf x 162 lbf (119 x 241 kg/m) 62 lbf x 155 lbf (92 x 231 kg/m) 75 lbf x 165 lbf (112 x 246 kg/m) Brittleness Point ASTM D2137 -40°F -40°F Ozone Resistance ASTM D1149 No cracks @ 7x magnification Pass Pass Pass Pass Properties after Heat Aging ASTM D573 ≤1.5% Weight change after 8 weeks @ 275°F; No cracks @ 7x magnification Pass Pass Pass Pass Linear Dimensional Change ASTM D1204 ±1%0.39%0.22%0.27%0.16% Water Absorption ASTM D471 ±3%0.14%0.14%0.38%0.17% Factory Seam Strength (Membrane Failure) ASTM G751 66 lbf 127 lbf (189 kg/m)145 lbf (216 kg/m)155 lbf (231 kg/m)157 lbf (234 kg/m) Weather Resistance ASTM G155 10,080 kJ/m² at 340 nm; No cracks @ 7x magnification >48,000 kj/m2 >51,000 kj/m2 1 Certain data is provided in MD (machine direction) x CMD (cross machine direction) format. 2 Values stated are approximate and subject to normal manufacturing variation. These values are not guaranteed and are provided solely as a guide. Additional Physical Properties: Testing and Aging FTM 101C Method 2031 Not Established 570 lb. (259 kg)605 lb. (274 kg)505 lb. (229 kg)660.5 lb. (300 kg) Puncture Resistance UAWS Total radiation @ 8400 MJ/m2 UV, no cracking Pass Pass Pass Pass Guarantee* Guarantees up to 25 Years 30 Years 30 Years 35 Years * Additional requirements apply. Contact GAF for more information. See sample guarantees at gaf.com for complete coverage and restrictions. 50, 60, 70, 80 mil Sustainability Ratings/Certifications Cool Roof Rating Council (CRRC) Color Rated Product ID# Initial Aged Solar Reflectance (ASTM C1549) Thermal Emittance (ASTM C1371) Solar Reflectance Index (ASTM E1980) Solar Reflectance (ASTM C1549) Thermal Emittance (ASTM C1371) Solar Reflectance Index (ASTM E1980) White 0676-0094 0.83 0.84 104 0.72 0.91 90 LEED Information Manufacturing Locations Mount Vernon, IN New Columbia, PA Cedar City, UT Gainesville, TX Note: Product-specific EPD contributes toward satisfying Environmental Product Declaration credit under LEED®. HOLD - 1223 N Ross St3/4/2025 We protect what matters most™ Applicable Standards/Approvals CRRC Rated — Can be used to comply with Title 24, Part 6, Cool Roof Requirements of the California Code of Regulations (white only). FM Approved (Refer to roofnav.com for actual assemblies.) UL ER1306-01 Miami-Dade County Product Control Approved (Cedar City, UT, Mt Vernon, IN only) Texas Department of Insurance Report RC-122 Classified by UL in accordance with ANSI/UL790. Refer to UL Product iQ for specific assemblies. State of Florida Approved For additional information, contact GAF Design Services at 1-877-423-7663 or designservices@gaf.com ©2 0 2 4 G A F • C O M E G 9 9 3 - P D F - 0 3 2 4 Visit gaf.com 50, 60, 70, 80 mil Product Data Roll Size 10’ Roll Size 10’ Roll Weight (Average)5’ Roll Size 5’ Roll Weight (Average) EverGuard Extreme® TPO Fleece-Back Membrane 50 mil 10’ x 100’ (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq.m])350 lb. (159 kg)5’ x 100’ (1.52 x 30.5 m) (500 sq. ft. [46.5 sq.m])180 lb. (82 kg) EverGuard Extreme® TPO Fleece-Back Membrane 60 mil 10’ x 100’ (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq.m])322 lb. (146 kg)5’ x 100’ (1.52 x 30.5 m) (500 sq. ft. [46.5 sq.m])162 lb. (73.5 kg) EverGuard Extreme® TPO Fleece-Back Membrane 70 mil 10' x 100' (3.05 x 30.5 m) (1,000 sq. ft. [92.9 sq.m])450 lb. (204 kg)5’ x 100’ (1.52 x 30.5 m) (500 sq. ft. [46.5 sq.m])225 lb. (102 kg) EverGuard Extreme® TPO Fleece-Back Membrane 80 mil 10' x 50' (3.05 x 15.24 m) (500 sq. ft. [46.5 sq.m])230 lb. (104 kg)5’ x 50’ (1.52 x 15.24 m) (250 sq. ft. [23.23 sq.m])116 lb. (53 kg) Colors White, Energy Gray (Cedar City only) Storage Store on pallets in a clean, dry area at temperatures below 100°F (38°C). Safety Warning Membrane rolls are heavy. Employ at least two people to position and install. Note: Membrane rolls shipped horizontally on pallets, stacked pyramid-style, and banded. HOLD - 1223 N Ross St3/4/2025