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HomeMy WebLinkAbout1621 W Tenth St Unit #2 - PlanSection Identification Office 101 2 3 A-7 A A 1 A-4 A-3 Sht. Where Sect. is Drawn Detail Identification Sht. Where Sect. is Drawn Elevation Number Sht. Where Sect. Is Drawn Row Designation Elevation Symbol Room Number Room Name Detail Symbol 1 A 4 3 100 A Revision Number Revision Symbol Demolition Symbol Demolition Symbol Equipment Number Equipment Symbol Section Symbol Door Number Door Symbol Column or Reference Lines JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 8 A M T-0.0 COVER PAGE [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 3 B&S - REV 1 08 21 24 10TH ADU 1621 W 10TH ST. & #2 SANTA ANA, CA. CONTRACTOR TO VERIFY ALL DIMENSION WITH DESIGNER PRIOR TO COMMENCING WORK, DESIGNER WILL NOT BE LIABLE FOR ANY MISTAKES DONE ON SITE WITHOUT VERIFYING WITH DESIGNER. DRAWINGS SHOULD NOT BE SCALED AS THEY MAY DIFFER DUE TO REPROGRAPHICAL ERRORS. THESE DRAWINGS ARE PREPARED UNDER CALIFORNIA BUSINESS & PROFESSIONS CODE 5537: A. THIS CHAPTER DOES NOT PROHIBIT ANY PERSON FROM PREPARING PLANS, DRAWINGS, OR SPECIFICATIONS FOR ANY OF THE FOLLOWING: 1.1. SINGLE-FAMILY DWELLINGS OF WOODFRAME CONSTRUCTION NOT MORE THAN TWO STORIES AND BASEMENT IN HEIGHT. 1.2. MULTIPLE DWELLINGS CONTAINING NO MORE THAN FOUR DWELLING UNITS OF WOODFRAME CONSTRUCTION NOT MORE THAN TWO STORIES AND BASEMENT IN HEIGHT. HOWEVER, THIS PARAGRAPH SHALL NOT BE CONSTRUED AS ALLOWING AN UNLICENSED PERSON TO DESIGN MULTIPLE CLUSTERS OF UP TO FOUR DWELLING UNITS EACH TO FORM APARTMENT OR CONDOMINIUM COMPLEXES WHERE THE TOTAL EXCEEDS FOUR UNITS ON ANY LAWFULLY DIVIDED LOT. 1.3. GARAGES OR OTHER STRUCTURES APPURTENANT TO BUILDINGS DESCRIBED UNDER SUBDIVISION (A), OF WOODFRAME CONSTRUCTION NOT MORE THAN TWO STORIES AND BASEMENT IN HEIGHT 1.4. AGRICULTURAL AND RANCH BUILDINGS OF WOODFRAME CONSTRUCTION, UNLESS THE BUILDING OFFICIAL HAVING JURISDICTION DEEMS THAT AN UNDUE RISK TO THE PUBLIC HEALTH, SAFETY, OR WELFARE IS INVOLVED. B. IF ANY PORTION OF ANY STRUCTURE EXEMPTED BY THIS SECTION DEVIATES FROM SUBSTANTIAL COMPLIANCE WITH CONVENTIONAL FRAMING REQUIREMENTS FOR WOODFRAME CONSTRUCTION FOUND IN THE MOST RECENT EDITION OF TITLE 24 OF THE CALIFORNIA CODE OF REGULATIONS OR TABLES OF LIMITATION FOR WOODFRAME CONSTRUCTION, AS DEFINED BY THE APPLICABLE BUILDING CODE DULY ADOPTED BY THE LOCAL JURISDICTION OR THE STATE, THE BUILDING OFFICIAL HAVING JURISDICTION SHALL REQUIRE THE PREPARATION OF PLANS, DRAWINGS, SPECIFICATIONS, OR CALCULATIONS FOR THAT PORTION BY, OR UNDER THE RESPONSIBLE CONTROL OF, A LICENSED ARCHITECT OR REGISTERED ENGINEER. THE DOCUMENTS FOR THAT PORTION SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSEE WHO IS RESPONSIBLE FOR THEIR PREPARATION. SUBSTANTIAL COMPLIANCE FOR PURPOSES OF THIS SECTION IS NOT INTENDED TO RESTRICT THE ABILITY OF THE BUILDING OFFICIALS TO APPROVE PLANS PURSUANT TO EXISTING LAW AND IS ONLY INTENDED TO CLARIFY THE INTENT OF CHAPTER 405 OF THE STATUTES OF 1985.(AMENDED BY STATS. 1996, CH. 184, SEC. 8. EFFECTIVE JANUARY 1, 1997.) 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS PRIOR TO ANY WORK AND SHALL NOTIFY THE DESIGNER OF ANY DISCREPANCY. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS REQUIRED DUE TO HIS FAILURE TO DO SO. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING, COORDINATING, AND SCHEDULING OF ALL INSPECTIONS AND TESTS INDICATED ON THE PLANS AND SPECIFICATIONS RECOMMENDED BY THE SOILS REPORT AND/OR REQUIRED BY ANY GOVERNMENTAL AGENCY. CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL UTILITY LINES AND STUBS TO THE BUILDING (S) AS MAY BE INDICATED ON THE PLANS. CONTRACTOR SHALL BE REQUIRED TO BRING ALL UTILITY LINES (WATER, SEWER (S), GAS, AND ELECTRICAL), TO WITHIN 5'-0" OF THE BUILDING TO TERMINATION POINTS AS INDICATED ON THE PLANS READY FOR CONNECTION. 2. THE CONTRACTOR WILL PROVIDE THE OWNER WITH A LETTER OF CERTIFICATION PREPARED IMMEDIATELY AFTER FOOTINGS ARE PLACED, TO CONFIRM THAT THE LOCATION OF FOOTINGS COMPLY WITH THE APPROVED SITE DRAWINGS. THIS SHALL BE DONE BY THE SITE CIVIL ENGINEER AT THE CONTRACTORS EXPENSE. ANY DISCREPANCIES FROM THE APPROVED BUILDING LOCATION WILL BE REMOVED AT THE CONTRACTORS EXPENSE. 3. ALL REVISIONS TO THE DRAWINGS MUST PROCEED THROUGH NORMAL CHANNELS. 4. ALL WALL FRAMING SHALL BE 2 X 4 WOOD STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. 2X6 WOOD STUDS SHALL BE USED FOR WALLS RECEIVING HEAVY PLUMBING, ELECTRICAL PANELS, OR CONCEALING PIPE COLUMNS. ALL STUDS OVER 14"-0" HEIGHT SHALL BE 2 X 6. SEE STRUCTURAL. 5. NO ADDITIONAL ROOF OPENINGS OR ROOF MOUNTED EQUIPMENT ARE ALLOWED BEYOND THAT WHICH IS SHOWN ON THESE PLANS WITHOUT WRITTEN CONSENT OF THE DESIGNER AND THE STRUCTURAL ENGINEER. 6. BUILDING PADS CONSTRUCTED PER SOILS ENGINEERS SPECIFICATIONS ARE ASSUMED TO BE AT + 0.10 FT. OF THE ELEVATIONS SHOWN ON THE PLANS. CONTRACTOR SHALL NOTIFY DESIGNER/ENGINEER OF ANY DISCREPANCIES UPON VERIFICATION. 7. COVER ALL CONCRETE SLAB SURFACES WITH CURING PAPER BEFORE STARTING ADJACENT CONCRETE SLABS. CONCRETE CONTRACTOR SHALL BE RESPONSIBLE FOR SPLASHING OF FRESH CONCRETE SEE SPECIFICATIONS. 8. PAVING SHALL BE ACCOMPLISHED ACCORDING TO THE SITE PAVING SPECIFICATIONS AND THE SOILS REPORT AND SHALL BE OF THE SAME SECTION AND DRAINAGE SCHEME AS ADJACENT PAVED AREAS. THE BUILDING CONTRACTOR SHALL BE RESPONSIBLE FOR THE A.C. OR CONCRETE PAVING, ON AND OFF SITE. IF THE EXISTING PAVING FALLS SHORT OF THE BUILDING LINE, OR IF A PORTION OR SECTION OF THE EXISTING PAVING NEEDS TO BE REMOVED FOR CONSTRUCTION PURPOSE, THE BUILDING CONTRACTOR SHALL, AT THE APPROPRIATE TIME, REPLACE THE A.C. PAVING TO THE BUILDING LINE. THICKNESS OF THE A.C. PAVING BASE MATERIAL AND ALL OTHER ASPECTS SHALL MATCH EXISTING OTHER ASSOCIATED PERMANENT IMPROVEMENTS SUCH AS CONCRETE CURBS, WHEELSTOPS, PLANTING AND IRRIGATION OF DISTURBED OR DAMAGE DURING THE CONSTRUCTION PROCESS SHALL LIKEWISE BE REPLACED AND RESTORED INCLUDING PAVEMENT STRIPING. PER APWA STANDARD PLANS AND CITY STANDARDS. 9. ALL MATERIALS AND WORK SHALL CONFORM TO LATEST GOVERNING BUILDING CODES AND REGULATIONS. GENERAL NOTES BUILDING & SITE DATA FLOOR AREA BREAKDOWN APPLICABLE CODES ABBREVIATIONS SYMBOL DEFINITIONS SHEET INDEX SETBACKS & RESTRICTIONS VICINITY MAP CONSULTANT LIST SCOPE OF WORK • 215 SF CONVERSION FROM 1-CAR GARAGE TO ADU - ADD TO 278 SF EXISTING GUEST HOUSE • EXISTING GUEST HOUSE - BED & BATH ADDITION IN 1972 - #8394 • DEMO EXISTING COVERED PATIO - NON PERMITTED ABV. - Above A.B. - Anchor Bolt A/C - Air Conditioner A.D. - Access Door ADD. - Addition ADJ. - Adjust A.F.F. - Above Finished Floor A.F.G. - Above Finished Grade A.G. - Above Grade ALT. - Alternate APP'D. - Approved ARCH. - Architect, Architectural ASPH. - Asphalt B B.C. - Bookcase BD. - Board B.L. - Building Line BLDG. - Building BLK. - Block BM. - Beam B.N. - Boundary nailing B.O. - Bottom of B.O.F. - Bottom of footing B.O.W. - Bottom of wall BRG. - Bearing B.U. - Built up BTM. - Bottom C CSMNT. - Casement CABT. - Cabinet C.B. - Catch Basin C.D. - Construction document CEM. - Cement C.F.M. - Cubic Feet per Minute C.L. - Center Line CH. - Channel C.I. - Cast Iron C.I.P. - Cast in Place CL. - Closet CLG. - Ceiling C.O. - Clean Out C.O. - Cased Opening COL. - Column CONT. - Continuous CONTR. - Contractor CONC. - Concrete C.T. - Ceramic Tile D D.S. - Down spout D/W - Dishwasher DBL. - Double DEMO. - Demolition DIA. - Diameter DIM. - Dimension D.L. - Dead Load DN. - Down DR. - Door E EA. - Each E.F. - Exhaust fan E.J. - Expansion joint E.N. - End nailing ELEV. - Elevation ELECT. - Electric, electrical EQ. - Equal EQUIP. - Equipment EST. - Estimate E.W. - Each way EXH. - Exhaust EXIST. - Existing EXT. - Exterior N N.T.S. - Not to scale N.C.M. - Non-corrosive metal N.F.C. - Not for construction NLR. - Nailer NO. - Number NOM. - Nominal O O.C. - On center O.D. - Outside diameter O.R. - Outside radius O.H. - Overhead OPNG. - Opening P P. - Paint PART. - Partition PAV. - Pavement P.C. - Pre-Cast Concrete PERF. - Perforated PL. - Plaster PLT. - Plate P.L. - Property line PLAS. - Plastic P.L.V. - Plastic laminate veneer PLYWD. - Plywood PORC. - Porcelain P.S.F. - Pounds per square foot P.S.I. - Pounds per square inch P.V.C. - Polyvinyl chloride PWR. - Power Q Q.T. - Quarry tile QTY. - Quantity R RAD. - Radius R.D. - Roof drain R.D.L. - Roof drain leader R.O. - Rough Opening R.O.W. - Right of way REFG. - Refrigerator REF. - Reference REINF. - Reinforced RET. - Return REV. - Revision RM. - Room RMV. - Remove S SAN. - Sanitary S.C. - Solid core S.C. - Self-Closing SCHED. - Schedule S.D. - Smoke detector SECT. - Section SHT. - Sheet SHT'G. - Sheathing SIM. - Similar SPECS. - Specifications SQ.FT. - Square feet SQ. IN. - Square inches STD. - Standard STL. - Steel S.Y. - Square yard SYS. - System T T&G - Tongue and groove T.B. - Through bolt T.O. - Top of T.O.B. - Top of Beam T.O.C. - Top of curb T.O.F. - Top of footing T.O.J. - Top of joist T.O.M. - Top of masonry T.O.W. - Top of wall T.S. - Tube steel TH. - Threshold THR. - Threaded TYP. - Typical U UNF. - Unfinished F F.A. - Fire alarm F.C.O. - Floor clean out F.D. - Floor drain F.E. - Fire extinguisher F.N. - Field nailing FAB. - Fabricate FDN. - Foundation FIN. - Finish FLR. - Floor FLG. - Flooring FLUOR. - Fluorescent FURN. - Furnace G GA. - Gauge GALV. - Galvanized GAR. - Garage G.C. - General Contractor G.F.C.I. - Ground Fault Circuit Interrupt G.F.I. - Ground Fault Interrupt GL. - Glass G.M. - Grade mark GR. - Grille G.T. - Glazed tile GYP. - Gypsum H H.B. - Hose bib H.C. - Hollow core HDBD. - Hardboard HDW. - Hardware HGT. - Height HOR. - Horizontal HR. - Hour H.R. - Handrail HTR. - Heater H.V.A.C. - Heating, Venting and Air Conditioning H.W. - Hot water I I.C.F. - Insulated Concrete Form I.D. - Inside diameter I.F. - Inside Face INCL. - Inclusive, including INV. - Invert INSUL. - Insulation INT. - Interior J J-Box - Junction box JCT. - Junction JST. - Joist K K.-D. - Knock Down K.D. - Kiln dried K.O. - Knock out L LFT. - Linear feet LAM. - Laminate LAT. - Lateral LAV. - Lavatory LD. - Lead LIN. - Linear LINO. - Linoleum LT. - Light LTG. - Lighting L.V.L. - Laminated Veneer Lumber M M.B. - Machine bolt M.O. - Masonry opening MAR. - Marble MAS. - Masonry MTL. - Material MAX. - Maximum MECH. - Mechanical MED. - Medium MFG. - Manufacturing MIN. - Minimum MOD. - Modular MTL. - Metal (steel) MUL. - Mullion V V.B. - Vapor barrier V.I.F. - Verify in field VA. - Voltage VCT. - Vinyl composition tile W W.C. - Toilet (water closet) WDW. - Window WCT. - Wainscot WP. - Weatherproof WT. - Weight WTR. HTR. - Water Heater WD. - Wood W.I. - Wrought Iron W.I.C. - Walk In Closet Y YD. - Yard SHEET INDEX NUMBER SHEET NAME T-0.0 COVER PAGE T-0.1 RESIDENTIAL NOTES T-1.0 CODE ANALYSIS T-2.0 ATTACHMENTS ARCHITECTURAL A-0.0 SITE PLAN A-0.1 ROOF PLAN A-0.2 EXISTING RESIDENCE A-1.0 EXISTING / DEMO FLOOR PLAN A-2.0 PROPOSED FLOOR PLAN A-5.0 SECTIONS A-6.0 DOOR & WINDOW SCHEDULE AD-1.0 DETAILS STRUCTURAL S-1 STRUCTURAL S-2 STRUCTURAL S-3 STRUCTURAL S-4 STRUCTURAL S-5 STRUCTURAL T24 T-24.1 T24 COMPLIANCE FORMS T-24.2 T24 COMPLIANCE FORMS ALL WORK SHALL COMPLY WITH THE FOLLOWING CODES TO INCLUDE LOCAL AMENDMENTS" 2022 CALIFORNIA RESIDENTIAL CODE, PART 2.5 2022 CALIFORNIA BUILDING CODE, PART 2,8 & 10 2022 CALIFORNIA ELECTRICAL CODE PART 3 2022 CALIFORNIA MECHANICAL CODE PART 4 2022 CALIFORNIA PLUMBING CODE, PART 5 2022 CALIFORNIA ENERGY CODE PART 6 2022 CALIFORNIA FIRE CODE, PART 9 LOCATION EXISTING PROPOSED TOTAL (E) RESIDENCE 1601 SF (0 SF)1601 SF (E) CARPORT 252 SF (0 SF)252 SF (E) GUEST HOUSE 278 SF (0 SF)278 SF (E) GARAGE (CONV.) 215 SF (215 SF)215 SF FOOTPRINT 2,346 SF LOT SIZE 8,297 SF LOT COVERAGE 2346 SF / 8297 SF = .28 = 28% ADU / SFR 493/1601 = 31% DEVELOPMENT STANDARDS: SETBACKS: 20'-0" FRONT YARD 4'-0" SIDE YARD 4'-0" REAR YARD HEIGHT: 27'-0" - MAX 15'-0" ACTUAL LOT COVERAGE: 35% PARKING REQUIREMENTS: 1 SPACE PER UNIT UNLESS WITHING 1/2 MILE OF A TRANSIT STOP - SEE ATTACHEMENT ON T-2.0 PARKING SPACES PROVIDED: NO CHANGE IN PARKING PARKING DESIGN: AS EXISTING BUILDING SEPARATION: 10' - 0" MIN. 16' - 5" ACTUAL ZONE:R1 APN:405-141-13 LOT AREA:8,297 SF. BUILDING OCCUPANCY GROUP:R3 CONSTRUCTION TYPE:TYPE V-B SPRINKLER SYSTEM:NO, (E) SFR NON-SPRINKLERED BUILDING HEIGHT:15'-0" - 1 STORY HIGH FIRE SEVERITY ZONE:N/A PROJECTIONS:N/A LEGAL DESCRIPTION:N-TRACT: 1144 BLOCK:LOT: 4 FEMA DESIGNATED FLOOD ZONE:X Area Schedule (PROPOSED) Name Area 1ST FLOOR (E) GARAGE - CONVERSION 215 SF (E) GUEST HOUSE 278 SF (E) SFR - CARPORT 252 SF (E) SFR - HOUSE 1601 SF OWNER MCAR INVESTMENTS, LLC. MARCELO GIGLIO 315 VILLANOVA RD COSTA MESA, CA. 92626 DESIGNER BENNY ARIAS 3111 FRAZIER ST. BALDWIN PARK, CA. 91706 (T) 626.485.2843 [design group name] STRUCTURAL ENGINEER KTW SOLUTIONS TAEWON KIM, P.E. 28531 PALOS VERDES DR. #E RANCHO PALOS VERDES, CA. 90275 (T) 310.986.2185 (E) KTWENGCAL@GMAIL.COM T24 ENGINEER TITLE 24 GUYS 10964 MEMORY PARK AVE MISSION HILLS, CA. 91345 (E) GILBERTO@TITLE24GUYS.COM THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF” OF THE EXISTING RESIDENCE "REDGUARD IS REQUIRED IN THE GARAGE IF EXISTING WATERPROOFING IN NOT VERIFIED." BLDG # 101119850-51 APPROVALS BLDG - CSG Consultants PLNG - PRaj POLICE - BMartin 1621 W Tenth St & #29/30/2024 JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 8 A M T-0.1 RESIDENTIAL NOTES [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1621 W Tenth St & #29/30/2024 S CM S CM WH DryerWasher Re f r i g e r a t o r 278 SF (E) GUEST HOUSE 215 SF (E) GARAGE - CONVERSION 1601 SF (E) SFR - HOUSE 252 SF (E) SFR - CARPORT TO BE DEMOLISHED JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 9 A M T-1.0 CODE ANALYSIS [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 Area Schedule (PROPOSED) Name Area 1ST FLOOR (E) GARAGE - CONVERSION 215 SF (E) GUEST HOUSE 278 SF (E) SFR - CARPORT 252 SF (E) SFR - HOUSE 1601 SF EXISTING RESIDENCE EXISTING GUEST HOUSE / GARAGE 1621 W Tenth St & #29/30/2024 JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 9 A M T-2.0 ATTACHMENTS [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 3 B&S - REV 1 08 21 24 1621 W Tenth St & #29/30/2024 S CM S CM WH DryerWasher Re f r i g e r a t o r SITE DRAINAGE ROOF DRAINAGE SCOPE OF WORK PROPERTY LINE SETBACK FOOTPRINT OR AS PER NOTATION 2% AS PER ANNOTATION NOTES : 1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMER, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF HOOK-UP. THE CONSTRCUTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 2. AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN-STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170, 158 AND 180,670) SEPARATE PLUMBING PERMIT IS REQUIRED. 3. PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRCUTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 4. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM 5. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO APPROVED WATER SUPPLY. 6. BATHROOM AND SHOWERS, WALLS ABOVE BATHTUBS WITH A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. 7. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABEL AGENCY. SUCH LABEL SHAL STATE THE APPROVED LABEL AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING. 8. WATER HEATER MUST BE STRAPPED TO WALL. 9. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENEND. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH AMANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. 10. FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR ASME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR A SINGLE FAMILY DWELLINGS PER ASSEMBLY BILL 11. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN ACCORDANCE WITH UL325. 12. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIS, OR ADDITIONS. 13. WHERE A PERMIT IS REQUIRED FOR ALERATIONS, REPAIRS OR ADDITIONS,EXISTING DWELLINGS OT SLEEPING UNITS THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE ALARM. CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECFIC DWELLING UNITS OR SLEEPING UNIT FOR WHICHTHE PERMIT WAS OBTAINED. 14. EVERY SPACE INTEDNED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF THE EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THT IS ADEQUTE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. 15. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOBE SITE. SIDE SETBACKS (E) 14' - 8 1/2" REAR SETBACK (E ) 2 6 ' - 2 1 / 2 " 17 ' - 9 1 / 2 " 28' - 4" FR O N T S E T B A C K (E ) 2 0 ' - 0 " 26 ' - 3 " 16' - 11" PROPERTY LINE 95.40 ' PR O P E R T Y L I N E 90 . 2 5 ' PROPERTY LINE 89.26 ' PROPERTLY LINE 94.92 ' 23' - 4"12' - 0"6' - 6"7' - 6"14' - 0" 18 ' - 3 " 21' - 0" 4' - 0 " 2' - 6 " 1' - 6 " 1601 SF EXISTING RESIDENCE TO REMAIN 252 SF EXISTING COVERED PATIO TO BE DEMOLISHED EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN 278 SF EXISTING GUEST HOUSE TO REMAIN 215 SF CONVERT / ADD EXISTING GARAGE TO GUEST HOUSE EXISTING DRIVEWAY TO REMAIN EXISTING LANDSCAPE TO REMAIN W 10TH ST EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING CMU WALL TO REMAIN EXISTING GATE FENCE TO REMAIN EXCESS CONCRETE TO BE ADDRESSED AT A LATER TIME 10' - 0" EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING DRIVEWAY APPROACH SEPARATION (E) 15' - 0 1/2" SETBACK (E) 1' - 0" RE A R S E T B A C K (E ) 9 ' - 0 " EXISTING PERIMETER WALL: 6' HIGH MASONRY EXISTING PERIMETER WALL: 6' HIGH MASONRY 3' - 0" 5' - 0 " 4' - 0 " 4' - 8" JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com LEGEND PLAN NOTES KEYNOTES 8/ 2 7 / 2 0 2 4 7 : 4 3 : 4 9 A M A-0.0 SITE PLAN [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 SCALE 3/16" = 1'-0"1SITE PLAN NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT 1621 W Tenth St & #29/30/2024 SITE DRAINAGE ROOF DRAINAGE SCOPE OF WORK PROPERTY LINE SETBACK FOOTPRINT OR AS PER NOTATION 2% MIN. AS PER ANNOTATION 5 A-1.0 2 A-1.0 3 A-1.0 4 A-1.0 3 A-2.0 2 A-2.0 4 A-2.0 5 A-2.0 EXISTING RESIDENCE TO REMAIN EXISTING COVERED PATIO TO BE DEMOLISHED PROPERTY LINE 95.40 ' PR O P E R T Y L I N E 90 . 2 5 ' PROPERTY LINE 89.26 ' PROPERTLY LINE 94.92 ' 4 1 / 2 " / 1 ' - 0 " 4 1 / 2 " / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " 4" / 1'-0"4" / 1'-0" 4" / 1 ' - 0 " 4" / 1 ' - 0 " EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING DRIVEWAY TO REMAIN EXISTING LANDSCAPE TO REMAIN W 10TH ST ALL WALLS & EAVES <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 5' - 0" 12 AD-1.0 Sim 5 AD-1.0 Sim 4 AD-1.0 Sim 4" / 1 ' - 0 " 1/4" / 1'-0" 1/4" / 1'-0" EXCESS CONCRETE TO BE ADDRESSED AT A LATER TIME EXISTING LANDSCAPE TO REMAIN EXISTING LANDSCAPE TO REMAIN EXISTING DRIVEWAY APPROACH 1 2 A-5.0 Sim JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. LEGEND KEYNOTES [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 0 A M A-0.1 ROOF PLAN [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 SCALE 3/16" = 1'-0"1ROOF NOTE: THE APPLICANT/PROPERTY OWNER SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS AND /OR CLEARANCE ON-SITE THAT MAY AFFECT THE PROJECT ATTIC VENTILATION CALCS #1 493 SF (TOTAL) / 150 = 3.29 SF NEEDED PROVIDING 3.5 SF UP TO 2,800 SF USING GAF MATERFLOW POWER ATTIC VENT AS PER T-2.0 # NOTE 1 (N) ATTIC VENTILATION AS PER ATTIC VENT. CALCULATION A-0.1 1621 W Tenth St & #29/30/2024 WH DryerWasher Re f r i g e r a t o r 13 ' - 5 1 / 2 " 11 ' - 5 " 6' - 7 " 10 ' - 1 0 " 22' - 4"11' - 7 1/2"13' - 7 1/2" 10 ' - 1 1 " 13' - 8 1/2" 13' - 1"2' - 6"7' - 5" 17 ' - 3 " 7' - 5" 13' - 5 1/2"13' - 5 1/2" LIVING DINING KITCHEN BED BATH LIVING #2 BED BED HALLWAY HALLWAY BATH CLOSET CL O S E T CL O S E T CL O S E T EXISTING CMU WALL TO REMAIN EXISTING GATE FENCE TO REMAIN EXISTING PERIMETER WALL: 6' HIGH MASONRY EXISTING PERIMETER WALL: 6' HIGH MASONRY EXISTING WATER HEATER EXISTING WASHER & DRYER 4' - 8" 4' - 0 " TOILET CLEARANCE SLAB ELEVATION CHANGE SMOKE DETECTOR CO2 DETECTOR EXHAUST FAN (50 CFM MIN. REQ'D) CLEARANCE IN FRONT OF TOILET SHALL BE 24" DEPTH & 30" WIDTH REFER TO BUILDING ELEVATIONS & SITE PLAN FOR ADDT'L INFORMATION FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL NEW EXT. WALL -7/AD-1.0 EXISTING WALL CM SD 1. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATES SPECIFIED IN SECTION 5.303.3. 2. 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 2.0 GALLONS / MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. 3. A FINAL REPORT FOR THE RESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 4. AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF THE FINAL INSPECTION. 5. IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. 6. ALL DUCT AND OTHER RELATED AIR DISTRUBTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATION EQUIPMENT. 7. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATIVE ORGANIC COMPOUND LIMITS LISTED IN TABLES 5.04.41-5.504.4.3. 8. THE VOC CONENTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLTED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL.THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 9. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALVE (MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. 10. DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET FROM THE BUILDING ENTRIES, OUTDOOR AIR INTAKES OR OPERABLE WINDOWS. 11. THRESHOLDS MUST BE 1/2" MAX. HEIGHT. 12. ASSISTED LISTENING DEVICES - 4% MIN. IN CONFERENCE ROOM, BASED ON $ OF SEATS 13. DOOR HARDWARE TO COMPLY PER CBC SECTION 11B-404.2.7 & 11B-309.4. 14. ALL TABLES TO PROVIDE 28-34" CLEAR HEIGHT, KNEE & TOE CLEARNACE OF 27" HEIGHT AND 19-25" DEPTH. PROVIDE A 30" X 48: CLEAR FRONT APPROACH. 15. ALL FUTURE FURNITURE LAYOUT TO MAINTAIN 36" CLEAR ACCESSIBLE AISLES AT ALL TIMES. *SEE SHEET A-6.1 FOR WALL DETAILS NEW INT. WALL -9/AD-1.0 EXISTING CMU WALL NEW 1-HR FIRE RATED -8/AD-1.0 JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com LEGEND PLAN NOTES KEYNOTES 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 1 A M A-0.2 EXISTING RESIDENCE [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 2 PLANNING - REV 1 06 06 24 SCALE 1/4" = 1'-0"1(E) FLOOR PLAN 1621 W Tenth St & #29/30/2024 EXISTING CONSTRUCTION TO REMAIN AREA N.I.C. KEYNOTE TAG EXISTING TO BE DEMOLISHED REFER TO STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. ? 1. CONTRACTOR TO REVIEW ALL GENERAL NOTES AND SPECIFICATIONS BEFORE COMMENCING WORK. 2. COMPLY WITH APPLICABLE LOCAL, STATE AND FEDERAL CODES AND REGULATIONS PERTAINING TO SAFETY OF PERSON, PROPERTY AND ENVIRONMENTAL PROTECTION. 3. DEMOLITION PLAN IS INTENDED TO INDICATE MINIMUM DEMOLITION WORK. CONTRACTOR SHALL VERIFY IN FIELD THE FULL EXTENT OF THE WORK. SEE ENGINEER'S DRAWINGS FOR ADDITIONAL INFORMATION. 4. UNLESS NOTED OTHERWISE ON DRAWINGS OR SPECIFICATIONS, ALL EXISTING SURFACES DISTURBED BY ANY DEMOLITION WORK SHALL BE PATCHED TO MATCH ORIGINAL WORK WHERE: A. NEW WORK IS ADDED TO EXISTING WORK B. EXISTING WORK IS TO BE REMOVERD C. NEW OPENINGS OCCUR IN EXISTING WORK 5. REMOVE, RELOCATE, RE-ROUTE, TERMINATE OR CAP AS REQUIRED ALL PLUMBING, MECHANICAL, ELECTRICAL OR OTHER ENGINEERED WORK LOCATED IN EXISTING WALL, PARTITIONS, FLOORS OR CEILINGS TO BE REMOVED AND WHERE NEW OPENINGS ARE TO BE CUT. 6. WHERE WALLS AND/OR FLOORS ARE REMOVED, CONTRACTOR SHALL INSURE THAT ALL NEW FINISHED SURFACES ARE LEVEL WITH ADJACENT EXISTING SURFACES. 7. ALL EMERGENCY EXITS SHALL BE KEPT CLEAR AND ACCESSIBLE AT ALL TIMES. 8. CONTRACTOR SHALL RELOCATE TO NEW LOCATION ANY CONTROL DEVICES FOR CEILING MOUNTED EQUIPMENT DESIGNATED TO BE REMOVED AND/OR RELOCATED WITHIN AREA OF DEMOLITION. 9. PROVIDE AND MAINTAIN BARRICADES, LIGHTING AND GUARDRAIL AS REQUIRED BY APPLICABLE CODES AND REGULATIONS TO PROTECT WORKERS AND OCCUPANTS OF THE BUILDING. 10. IF DEMOLITION IS PERFORMED IN EXCESS OF THAT WHICH IS REQUIRED, RESTOR AFFECTED AREAS AT NO ADDITIONAL COST TO THE OWNER. 11. REMOVE ABANDONED HVAC EQUIPMENT INCLUDING DUCTWORK. 12. REMOVE ABANDONED, ELECTRICAL, TELEPHONE AND DATA CABLING AND DEVICES, INCLUDING THE CONTENTS OF THE FLOOR CELL RACEWAY SYSTEMS, UNLESS OTHERWISE NOTED. 13. REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-FLOOR AS REQUIRED TO RECEIVE NEW FLOOR FINISHES, UNLESS OTHERWISE NOTED. 14. REMOVE EXISTING CEILINGS, DUCTWORK, LIGHTING AND OTHER CEILING MOUNTED DEVICES, UNLESS OTHERWISE NOTED. 15. REFER TO MECHANICAL, ELECTRICAL, FIRE PROTECTION, PLUMBING AND STRUCTURAL DRAWING FOR ADDITIONAL DEMOLITION INFORMATION FOR THOSE TRADES. 16. ALL WORK AND OR SHUTDOWNS SHALL BE SCHEDULED WITH THE BUILDING OWNER AND G.C. 17. EXISTING ELECTRO/MECHANICAL SYSTEMS SHALL BE DEMOLISHED ACCORDING TO SCOPE OF WORK DESCRIBED ON ENGINEERING CONSTRUCTION DOCUMENTS. DEMOLISHED ITEMS SHALL BE REMOVED IN ITS ENTIRETY AND APPROPRIATELY SAFED-OFF. DE- ENERGIZE ELECTRICAL WIRING AND REMOVE ALL WIRES, CABLES, CONDUIT AND DEVICES. CAP ALL REMOVED PIPING AT RISERS TO REMAIN. 18. THE FOLLOWING SPECIFIC ITEMS SHALL REMAIN: FIRE ALARM SYSTEM WIRING AND DEVICES; ELECTRICAL RISERS; MAIN FEEDERS AND DISTRIBUTION PANELS; PLUMBING STACKS AND RISERS; MAIN DUCT WORK AND HVAC PIPING. HVAC RISERS UNLESS OTHERWISE NOTED ON ENGINEER'S CONSTRUCTION DOCUMENTS. 5 A-1.0 2 A-1.0 3 A-1.0 4 A-1.0 24' - 4" PROPERTY LINE 1' - 0" TO 9' - 11" 11 ' - 8 " 8' - 0" 5' - 6 1 / 2 " 7' - 2 1 / 2 " 1 A-5.0 3 A-2.0 2 A-2.0 4 A-2.0 5 A-2.0 2 A-5.0 (E) BATH (E) BED #1 (E )KITCHEN (E) 1 GARAGE CONVERT TO BE PART OF EXISTING ADU EXISTING PERIMETER WALL: 6' HIGH MASONRY EXISTING WASHER & DRYER 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 8' - 4 " HE I G H T (E ) 1 3 ' - 0 " 1 A-5.0 SIDE SETBACK (E) 1' - 0" 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 2 A-5.0 REAR SETBACK (E) 9' - 0" 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 1 A-5.0 SIDE SETBACK (E) 1' - 0" 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 2 A-5.0 1 2 EMERGENCY EGRESS FOR SLEEPING ROOMS, REQUIRED MIN. DIMENSIONS ARE; 24" CLEAR HEIGHT (R310.1.2) 20" CLEAR WIDTH (R310.1.3) 5 SQ. FT. AT GRADE LEVEL AND 44" MAX TO THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR (R310.1) 1' - 8" 3' - 0 " 2' - 0 " 2' - 6" (E)(E) 3' - 8 " M A X 1. CONTRACTOR TO CONSTRUCT AND CRITY THAT EXTERIOR OPENING EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROFF PER C.B.C SECTION 1405.3, FLASHING. 2. REFER TO UNIT FLOOR PLANS AND DOOR AND WINDOW SCHEDULE FOR TEMPERED GLAZING LOCATIONS AND REQUIREMENTS. 3. PROVIDE WATERPROOF BACKING AT LIGHTING PENETRATION LOCATIONS 3A.REFER TO UTILITY PLAN FOR LIGHTING LOCATIONS AND ADDITIONAL INFORMATION 4. ALUMINUM RAILING AND CANOPIES SHALL BE MADE OF NON- REFLECTIVE-MATTE FINISH METAL. 5.BUILDING SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (R319.1) 6.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com LEGEND PLAN NOTES KEYNOTES 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 3 A M A-1.0 EXISTING / DEMO FLOOR PLAN [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date # NOTE SCALE 1/4" = 1'-0"1(E) GARAGE & LIVING QTRS.SCALE 1/4" = 1'-0"2(E) NORTH ELEVATION SCALE 1/4" = 1'-0"3(E) EAST ELEVATION SCALE 1/4" = 1'-0"4(E) SOUTH ELEVATION SCALE 1/4" = 1'-0"5(E) WEST ELEVATION KEYNOTES EGRESS NOTES ELEVATION NOTES # NOTE 1 EXISTING SHINGLE ROOFING TO REMAIN 2 EXISTING WOOD SIDING TO REMAIN - ANY PORTION <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 1621 W Tenth St & #29/30/2024 S CM S CM TOILET CLEARANCE SLAB ELEVATION CHANGE SMOKE DETECTOR CO2 DETECTOR EXHAUST FAN (50 CFM MIN. REQ'D) CLEARANCE IN FRONT OF TOILET SHALL BE 24" DEPTH & 30" WIDTH REFER TO BUILDING ELEVATIONS & SITE PLAN FOR ADDT'L INFORMATION FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL NEW EXT. WALL -7/AD-1.0 EXISTING WALL CM SD 1. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATES SPECIFIED IN SECTION 5.303.3. 2. 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 2.0 GALLONS / MINUTE AT 80 PSI, OR THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME. 3. A FINAL REPORT FOR THE RESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. 4. AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF THE FINAL INSPECTION. 5. IF THE NEW HVAC SYSTEM IS USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MERV OF 8. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY. 6. ALL DUCT AND OTHER RELATED AIR DISTRUBTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC OR SHEET METAL UNTIL THE FINAL STARTUP OF THE HEATING, COOLING AND VENTILATION EQUIPMENT. 7. ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATIVE ORGANIC COMPOUND LIMITS LISTED IN TABLES 5.04.41-5.504.4.3. 8. THE VOC CONENTENT VERIFICATION CHECKLIST, FORM GRN 2, SHALL BE COMPLTED AND VERIFIED PRIOR TO FINAL INSPECTION APPROVAL.THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION. 9. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALVE (MERV) OF 8 OR HIGHER SHALL BE INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. 10. DESIGNATED OUTDOOR SMOKING AREA SHALL BE AT LEAST 25 FEET FROM THE BUILDING ENTRIES, OUTDOOR AIR INTAKES OR OPERABLE WINDOWS. 11. THRESHOLDS MUST BE 1/2" MAX. HEIGHT. 12. ASSISTED LISTENING DEVICES - 4% MIN. IN CONFERENCE ROOM, BASED ON $ OF SEATS 13. DOOR HARDWARE TO COMPLY PER CBC SECTION 11B-404.2.7 & 11B-309.4. 14. ALL TABLES TO PROVIDE 28-34" CLEAR HEIGHT, KNEE & TOE CLEARNACE OF 27" HEIGHT AND 19-25" DEPTH. PROVIDE A 30" X 48: CLEAR FRONT APPROACH. 15. ALL FUTURE FURNITURE LAYOUT TO MAINTAIN 36" CLEAR ACCESSIBLE AISLES AT ALL TIMES. *SEE SHEET A-6.1 FOR WALL DETAILS NEW INT. WALL -9/AD-1.0 EXISTING CMU WALL NEW 1-HR FIRE RATED -8/AD-1.0 5 A-1.0 2 A-1.0 3 A-1.0 4 A-1.0 1 A-5.0 3 A-2.0 2 A-2.0 4 A-2.0 5 A-2.0 2 A-5.0 4' - 8" (E) BATH (E) BED #1 7' - 11 1/2"9' - 11" 23' - 4" 19 ' - 3 " 11 ' - 8 " 7' - 2 1 / 2 " (E )KITCHEN (N) LIVING 24' - 4" TO PROPERTY LINE 1' - 1" 101 102 02 03 04 01 103 104 20 ' - 3 " REAR YARD SETBACK (E ) 9 ' - 0 " 3' - 0" 7 AD-1.0 Sim ALL WALLS & EAVES <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 5' - 0" 8 AD-1.0 Sim 05 EXISTING PERIMETER WALL: 6' HIGH MASONRY WASHER & DRYER LOCATION / CONNECTION TO BE PROVIDED NEW HVAC SYSTEM -SEE T24 5' - 0 " NEW WATER HEATER -SEE T24 3' - 0 " 2' - 6" 2' - 6 " 30"x30" ATTIC ACCESS 280 CFM MIN. FOR HOOD 10 AD-1.0 Sim EMERGENCY EGRESS FOR SLEEPING ROOMS, REQUIRED MIN. DIMENSIONS ARE; 24" CLEAR HEIGHT (R310.1.2) 20" CLEAR WIDTH (R310.1.3) 5 SQ. FT. AT GRADE LEVEL AND 44" MAX TO THE BOTTOM OF THE CLEAR OPENING NOT GREATER THAN 44 INCHES MEASURED FROM THE FLOOR (R310.1) 1' - 8" 3' - 0 " 2' - 0 " 2' - 6" (E)(E) 3' - 8 " M A X 1. CONTRACTOR TO CONSTRUCT AND CRITY THAT EXTERIOR OPENING EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROFF PER C.B.C SECTION 1405.3, FLASHING. 2. REFER TO UNIT FLOOR PLANS AND DOOR AND WINDOW SCHEDULE FOR TEMPERED GLAZING LOCATIONS AND REQUIREMENTS. 3. PROVIDE WATERPROOF BACKING AT LIGHTING PENETRATION LOCATIONS 3A.REFER TO UTILITY PLAN FOR LIGHTING LOCATIONS AND ADDITIONAL INFORMATION 4. ALUMINUM RAILING AND CANOPIES SHALL BE MADE OF NON- REFLECTIVE-MATTE FINISH METAL. 5.BUILDING SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. (R319.1) 6.PROTECTION OF WOOD AND WOOD BASED PRODUCTS FROM DECAY SHALL BE PROVIDED IN THE LOCATIONS SPECIFIED PER SECTION R317.1 BY THE USE OF NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN ACCORDANCE WITH AWPA U1 FOR THE SPECIES, PRODUCT, PRESERVATIVE AND END USE. PRESERVATIVES SHALL BE LISTED IN SECTION 4 OF AWPA U1. 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 1 A-5.0 SIDE SETBACK (E) 1' - 0" 5' - 0" ALL WALLS & EAVES <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 2 A-5.0 REAR SETBACK (E) 9' - 0" 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 1 A-5.0 SIDE SETBACK (E) 1' - 0" 5' - 0" ALL WALLS & EAVES <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 2 A-5.0 1 2 REAR SETBACK (E) 9' - 0" TANKLESS WATER HEATER -ENCLOSED TO MATCH EXTERIOR MATERIOR -WOOD FRAMED STUCCO w/ROOF JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com LEGEND PLAN NOTES KEYNOTES 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 5 A M A-2.0 PROPOSED FLOOR PLAN [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 # NOTE SCALE 1/4" = 1'-0"1(N) ADU KEYNOTES EGRESS NOTES ELEVATION NOTES # NOTE 1 EXISTING SHINGLE ROOFING TO REMAIN 2 EXISTING WOOD SIDING TO REMAIN - ANY PORTION <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED SCALE 1/4" = 1'-0"2(N) NORTH ELEVATION SCALE 1/4" = 1'-0"3(N) EAST ELEVATION SCALE 1/4" = 1'-0"4(N) SOUTH ELEVATION SCALE 1/4" = 1'-0"5(N) WEST ELEVATION 1621 W Tenth St & #29/30/2024 THESE BUILDING SECTIONS ARE PROVIDED TO ILLUSTRATE THE ARCHITECTURAL RELATIONSHIPS BETWEEN STRUCTURAL ELEMENTS, INTERIOR VOLUME CONFIGURATIONS, AND BUILDING PROFILE. REFER TO THE STRUCTURAL PLANS AND TRUSS MANUFACTURER'S PLANS AND CALCULATIONS FOR ALL FRAMING AND TRUSS INFORMATION. 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 2 A-5.0 1 2 1ST FLOOR 0' -2" ROOF 8' -6" SITE PLAN 0' -0" T.O.R. 13' -0" 1 A-5.0 1' - 0" 5' - 0" ALL WALLS & EAVES <5' FROM PROPERTY LINE TO BE 1 HR FIRE RATED 1 2 EXISTING PROJECTION IS A 2x ON THE EDGE OF BULIDING JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. LEGEND KEYNOTES [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 6 A M A-5.0 SECTIONS [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 SCALE 1/4" = 1'-0"1Section 1 SCALE 1/4" = 1'-0"2Section 2 # NOTE 1 ROOFING INSULATION TO BE R-38 2 WALL INSULATION TO BE R-15 1621 W Tenth St & #29/30/2024 JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 6 A M A-6.0 DOOR & WINDOW SCHEDULE [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 ALL DOOR & WINDOW DIMENSIONS ARE NOMINAL FIELD VERIFY DIMENSIONS PRIOR TO ORDERING VERIFY SIZES WITH MANUFACTURER PRIOR TO CONSTRUCTION WINDOW TYPES TYPE: A -SLIDING WINDOW TYPE: B -FIXED WINDOW TYPE: C -SINGLE HUNG WINDOW TYPE: D -AWNING WINDOW TYPE: E -BAY WINDOW TYPE: F -CASEMENT WINDOW TYPE: G -CUSTOM WINDOW WINDOW NOTES 1. EXTERIOR GLAZED OPENINGS IN WINDOWS AND DOORS, INCLUDING GARAGE DOORS, SHALL BE CONSTRUCTED OF MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED (SAFETY GLAZED) PANE DOOR TYPES TYPE: A -HOLLOW CORE WOOD DOOR TYPE: B -SOLID CORE WOOD DOOR TYPE: C -FRENCH DOOR TYPE: D -POCKET DOOR TYPE: E -FOLDING DOOR TYPE: F -GLASS SHOWER DOOR TYPE: G -SLIDING DOOR TYPE: H -GARAGE DOOR TYPE: I -OPENING DOOR NOTES 1. DOOR HEIGHT DIMENSIONS ARE FROM THE FLOOR LINE TO THE FRAME OPENING EXCLUSIVE OF THRESHOLDS AND CLEARANCE UNLESS NOTED OTHERWISE 2. DOOR AND FRAME FINISHES SHALL BE AS INDICATED ON FINISH SCHEDULE. 3. WOOD DOORS SHALL BE SOLID CORE WITH 3-PLY WOOD CROSS BANDING, FACED AND EDGE BAND PER DOOR SCHEDULE. 4. PROVIDE FIRE RATED DOORS WHERE REQUIRED. 5. FACTORY REFIT DOORS TO FRAME WHERE SPECIFIED. 6. ALL GLASS ON DOORS TO BE (TG) TEMPERED GLASS ABBREVIATIONS AL Aluminum FF Factory Finish G Glass GLB Glass Block MTL Metal PL Plastic PR Pair P-1 Painted P-2 Primer Ready For Finish TG Tempered glass VL Vinyl W Wood GENERAL SECURITY REQUIREMENTS 1. ALL ENTRY DOORS TO DWELLING UNITS OR GUEST ROOMS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA. IMMEDIATELY OUTSIDE THE DOOR WITHOUT OPENING THE DOOR. SUCH VIEW MAY BE PROVIDED BY A DOOR VIEWER, THROUGH WINDOWS LOCATED IN THE VICINTY OF THE DOOR OR THROUGH VIEW PORTS IN THE DOOR OR ADJOINING WALL. 2. ALL PIN-TYPE DOOR HINGES ACCESSIBLE FROM OUTSIDE SHALL HAVE NON-REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4" DIA. STEEL JAMB STUD WITH 1/4" MIN. PROTECTION. THE STRIKE PLATE FOR LATCHES AND HOLDING DEVICE FOR PROJECTING DEAD BOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB OF THE WALL FRAMING SCREWS NO LESS THAN 2-1/2" LONG. 3. PROVIDE DEAD BOLTS WITH HARDENED INSERTS, DEADLOCKING LATCH WITH KEY- OPERATED LOCKS ON EXTERIOR. DOORS MUST BE OPERABLE FROM THE INSIDE WITHOUT A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT (LATCH NOT REQUIRED IN B, F, M, AND S OCCUPANCIES.) 4. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8", AND A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MIN. THROW OF 3/4" 5. WOOD PANEL TYPE DOORS MUST HAVE PANELS AT LEAST 9/16 INCH THICK WITH SHAPED PORTIONS OF THE PANELS NOT LESS THAN 1/4 INCH THICK, AND INDIVIDUAL PANELS MUST BE NO MORE THAN 300 SQ. IN. IN AREA. MULLIONS SHALL BE CONSIDERED A PART OF ADJACENT PANELS EXCEPT MULLIONS NOT OVER18 INCHES LONG MAY HAVE AN OVERALL WIDTH OF NOT LESS THAN 2 INCHES. STILES AND RAILS SHALL BE SOLID LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN 1-3/8 INCHES AND 3 INCHES IN WIDTH. 6. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED AND LOCKED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY- RESISTANT MATERIAL, OR SHALL BE PROTECTEDBY METAL BARS, SCREENS OR GRILLES HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS. GLAZING SAFETY 1. FIXED AND OPERABLE PANELS OF SWINING, SLIDING, AND BI-FOLD DOOR ASSEMBLIES. 2. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24-INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THAN 60 INCHES ABOVE THE FLOOR OR WALKING SURFACE. 3. GLAZING IN A N INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS: -EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. -BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. -TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. -ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING. 4. GLAZING IN GUARDS AND RAILING. 5. GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRPOOL,SUANAS, STEAM ROOMS, BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE. 6. GLAZING IN WALLS AND FENCES ADJACENT TO INDOOR ABD OUTDOOR SWIMMING POOLS, HOT TUBS AND SPAS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES ABOVE A WALKING SURFACE WITHIN 60 INCHES, MEASURE HORIZONTALLY AND IN A STRAIGHT LINE,OF THE WATER'S EDGE. 7. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHT OF STAIRS AND RAMPS. 8. GLAZING ADJACENT TO THE LANDING AT THE BOTTOM OF A STAIRWAY WHERE THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LANDING AND WITHIN A 60 INCH HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING WINDOW SCHEDULE MARK WIDTH HEIGHT SILL HEIGHT TYPE MEETS EGRESS LEVEL EXISTING/NEW REMARKS 1ST FLOOR 01 2' - 0" 3' - 0" 3' - 0" C NO 1ST FLOOR EXISTING U FACTOR = 0.3 & SHGC = .23 02 2' - 0" 2' - 0" 6' - 0" C NO 1ST FLOOR EXISTING U FACTOR = 0.3 & SHGC = .23 03 3' - 0" 5' - 0" 1' - 8" C YES 1ST FLOOR EXISTING U FACTOR = 0.3 & SHGC = .23 04 3' - 0" 3' - 0" 3' - 8" C NO 1ST FLOOR EXISTING U FACTOR = 0.3 & SHGC = .23 - TEMPERED 05 6' - 0" 3' - 6" 3' - 2" C NO 1ST FLOOR NEW U FACTOR = 0.3 & SHGC = .23 DOOR SCHEDULE MARK WIDTH HEIGHT EXISTING/NEW TYPE LEVEL REMARKS 1ST FLOOR 100 3' - 0" 6' - 8" NEW B 1ST FLOOR 101 2' - 6" 6' - 8" EXISTING B 1ST FLOOR 102 2' - 8" 6' - 8" EXISTING A 1ST FLOOR 103 2' - 6" 6' - 8" EXISTING A 1ST FLOOR 104 0' - 0" 0' - 0" EXISTING I 1ST FLOOR 1621 W Tenth St & #29/30/2024 1. FRAMING 2. BOTTOM FLASHING 3. SILL FLASHING 4. SIDE FLASHING 5. WINDOW INSTALLATION 6. TOP FLASHING 7. BLDG. PAPER ALL BUILDING PAPER TO BE "SUPER JUMBO-TEX" BY FORTIFIBER OR APPROVED EQUAL. ALL WINDOW FLASHING TO BE "MOISTOP" BY FORTIFIBER OR APPROVED EQUAL. SELF ADHERING . SHEET FLASHING TO BE "ICE AND WATER SHIELD" OR APPROVED EQUAL. 1. FRAMING -WHERE THE OPENING OCCURS IN A WALL ITHOUT EXTERIOR SHEATHING, THE BLOCKING MEMBER (A) SHOULD BE INSTALLED AS NECESSARY TO SUPPORT THE OUTSIDE EDGES OF SIDE FLASHING. INSTALL APPROXIMATELY 16" O.C. BLOCKING MAY B E OMITTED WHEN A STUD IS INSTALLED TO SUPPORT THE OUTSIDE EDGE OF THE SIDE FLASHING. 2. BOTTOM (SILL) FLASHING -APPLY THE FIRST STRIP OF FLASHING (B) HORIZONTAL, TIGHT TO THE BOTTOM OF THE WINDOW OPENING. EXTEND FLASHING GREATER THAN 12" PAST THE SIDES OF THE OPENING AND ATTACH TO THE NEXT AVAILABLE STUD. FASTEN ONLY THE TOP EDGE SO THAT SUBSEQUENT LAYERS OF BUILDING PAPER MAY BE LAPPED UNDER (SHINGLED). 3. INSTALL SELF ADHERING SHEET FLASHING (C) CONTINUOUS INTO THE FULL DEPTH OF THE FRAMED OPENING ALONG THE SILL AND UP THE JAMBS 6" MINIMUM. 4. INSTALL THE TWO SIDE (JAM) FLASHING STRIPS (D) VERTICAL, TIGHT TO THE SIDES OF THE WINDOW OPENING. EXTEND FLASHING ABOVE THE TOP AND BELOW THE BOTTOM OF THE OPENING FOR A DISTANCE EQUAL TO AT LEAST THE WIDTH OF THE FLASHING STRIP. THE BOTTOMS OF THE VERTICAL SIDE STRIPS SHOULD LAP OVER THE BOTTOM HORIZONTAL STRIP AND SHOULD NOT BE NAILED SO THAT SUBSEUENT LAYERS OF BUILDING PAPER MAY BE LAPPED UNDER (SHINGLED). 5. INSTALL THE WINDOW BY FIRMLY PRESSING THE NAIL FLANGE ONTO A CONTINUOUS, FULL CONTACT BED OF SEALANT (E) EXTENDING AROUND ALL FOUR SIDES OF THE WINDOW FLANGE. THE SEALANT BEAD (APPROX. 3/8" DIA.) SHOULD BE APPLIED TO THE BACK SIDE OF THE NAILING FLANGE PRIOR TO MOUNTING THE WINDOW UNIT. PLACE THE SEAANT IN THE LINE WITH PRE-PUNCHED HOLES AND SLOTS. THE WINDOW SHOULD THEN BE TRUED AND LEVELED. NAIL INTO PLACE PER MFR. INSTRUCTIONS. 6. INSTALL THE TOP (HEAD) FLASHING TO LAP OVER THE TOP NAILING FLANGE. PRESS THE BOTTOM EDGE OF THE FLASHING STRIP INTO A CONTINUOUS, FULL CONTACT BED OF SEALANT (F) ON THE OUTSIDE FACE OF THE NAILING FLANGE. PLACE THE SEALANT IN LINE WITH PRE- PUNCHED HOLES AND SLOTS. EXTEND THE ENDS OF THE TOP FLASHING STRIP SO THAT IT AT LEAST OVERLAPS THE OUTER EDGES OF THE SIDE FLASHING STRIPS. 7. STARTING AT THE BOTTOM OF THE WALL, INSTALL THE WATERPROFF BUILDING PAPER IN "SHINGLE" FASHION UP THE WALL. THE LAYER WHICH FALLS AT THE BOTTOM OF THE WINDOW OPENING SHOULD BE LAPPED UNDER THE BOTTOM OF THE WINDOW OPENING SHOULD BE LAPPED UNDER THE BOTTOM FLASHING, SUCCESSIVE LAYERS OF BUILDING PAPER SHOULD LAP OVER THE SIDE NAILING FLANGES. A A B C D D E E E E F EXTERIOR PORTLAND CEMENT PLASTER: 3 COAT ASSEMBLY PER UBC/CBC CHAPTER 25A. WEATHER-RESISTIVE BARRIER: APPROVED 60 MINUTE BUILDING PAPER; -ONE LAYER OVER STUD FRAMING -2 LAYERS OVER SHEATHING GALVANIZED METAL LATH APPROVED FOR USE ON VERTICAL SURFACES SCRATCH COAT BROWN COAT FINISH COAT GALVANIZED EXPANDED METAL LATH APPROVED FOR USE ON HORIZONTAL SURFACES BUILDING PAPER MAY BE OMITTED AT APPLICATION TO THE UNDERSIDE OF ROOF AND EAVE PROJECTS (IF ALLOWED) THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS AND INSTALLATION PROCEDURE. REFER TO ACTUAL CONDITIONS AND KEYED DETAILS FOR DIMESIONS, CONFIGURATIONS AND OTHER SPECIFICS OF THE WORK (2) -#4 BAR, TOP (2) -#3 BAR , BOTTOM 2x P.T. SILL w 1/2" x 10" A.B. #6' O.C., .229" x 3" x 3" PLATE WASHERS #3 DOWELS @24" O.C., EXTEND 36" INTO SLAB (FOR TWO POUR) 2x STUD WALL @16" O.C. (DF STUD GRADE -MIN.) 2x DOUBLE TOP PLATE 2x SOLID BLOCKING w/APPROVED FRAMING ANCHOR CLIPS EA. BLOCK GYP. BOARD. 1/2" WOOD STR. PANEL w/ 8d @ 6"/6"/12" oc (COMMON NAILS) 2x ROOF RAFTERS 2x CEILING JOISTS w/ R-30 BATT. INSUL. WHERE STUCCO IS APPLIED OVER SHEATHING PROVIDE 2-LAYERS GRADE 'D' PAPER UNDER LATH 15/32" WOOD STR. PANEL OR STUCCO SHEAR PANEL 3-1/2" CONC. SLAB, #4 DEFORMED REINF. @16" O.C. EA. WAY 2" SAND BED, 6 MIL VAPOR RETARDER INTERIOR PLYWOOD ROOF SHEATHING 2x ROOF RAFTERS SEE STRUCTURAL 2x CEILING JOISTS w/ R-30 BATT. INSUL. SEE T-24 SHINGLE ROOFING w/ 2-LAYER #30 ROOF UNDERLAYMENT PLYWOOD ROOF SHEATHING 2x ROOF RAFTERS SEE STRUCTURAL RIDGE SHINGLE SHINGLE ROOFING w/ 2-LAYER #30 ROOF UNDERLAYMENT CONT. RIDGE. ,RIDGE BLOCKING, OR HIP BEAM (SEE STRUCT.) NOTE: THIS DETAIL SHOWS GENERAL CONSTRUCTION. REFER TO MANUFACTURER'S WATERPROOFING INSTRUCTION & RECOMMENDATIONS STUCCO SYSTEM ASSEMBLY GALV. WEEP SCREED w/ 3-1/2" VERTICAL FLANGE OVER S.A.S.F. OVER WOOD TO CONCRETE JOINT PAVING WHERE OCCURS GRADE WHERE OCCURS 2% SLOPE 2% SLOPE WHERE ACCESSIBLE EDGE OF FOUNDATION 15 " M I N DUPLEX ELECTRICAL OUTLET PER PLAN DATA OUTLET PER PLAN HARDWARE SET AS SCHEDULED LIGHT SWITCH PER PLAN THERMOSTAT PER PLAN SCHEDULED DOOR 48 " M A X 38 " T Y P 18 " T Y P 5/8" GYP. BOARD BATT INSUL. STRUCTURAL SHEATING AS REQUIRED 7/8" CEMENT PLASTER WALL ASSEMBLY OVER SIDING AS PER 2/AD-1.0 INTERIOREXTERIOR 5/8" GYP. BOARD BATT INSUL. INTERIORINTERIOR 5/8" TYPE X GYP. BD. STRUCTURAL SHEATING AS REQUIRED 7/8" CEMENT PLASTER WALL ASSEMBLY OVER SIDING AS PER 2/AD-1.0 INTERIOREXTERIOR WATER RESITIVE BARRIER CEMENT BACKER BOARD STRUCTURAL SHEATING AS REQUIRED 7/8" CEMENT PLASTER WALL ASSEMBLY OVER SIDING AS PER 2/AD-1.0 INTERIOREXTERIOR TILE o/THIN MORTAR INTERIOR PLYWOOD ROOF SHEATHING 2x ROOF RAFTERS SEE STRUCTURAL 2x CEILING JOISTS w/ R-30 BATT. INSUL. SEE T-24 SHINGLE ROOFING w/ 2-LAYER #30 ROOF UNDERLAYMENT 2 -5/8" TYPE X GYPSUM SHEATHING o/FRAMING w/VENT REQ. TO PROTECT ROOF OVERHANG AS REQ. WITHIN 5'-0" OF P.L., EVERYWHERE ELSE TO BE NON FIRE RATED (EXPOSED) WITH VENT -SEE A-0.0 FOR INFORMATION 5/8" TYPE X GYPSUM BOARD STUCCO SYSTEM o/WOOD SIDING FOR 1-HR FIRE RATING 4" MAX WHERE SIDE YARD DISTANCE TO PROPERTY LINE IS LESS THAN 30" EAVE LENGTH = 16" MAX OR 5/8" GYP. BOARD BATT INSUL. 7/8" CEMENT PLASTER WALL ASSEMBLY AS PER 8/AD-1.0 INTERIOREXTERIOR 4" DIA. DRYER EXHAUST VENT w/HOOD TO OUTSIDE EXHAUST SHALL NOT BE LESS THAN 3 FEET FROM OPERABLE WINDOW/DOOR OPENINGS 1" 1/2"FASTENER FIXED TO EACH STUD AT 90 DEGREES TO FACE, FINISH FLUSH WEATHER BARRIER o/WOOD SHEATING HORIZONTAL SIDING 1-HR RATED (AS REQ.) INTERIOREXTERIOR 5/8" GYP. BOARD BATT INSUL. STRUCTURAL SHEATING AS REQUIRED JOB NO.SCALE AS NOTED SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 8/ 2 7 / 2 0 2 4 7 : 4 3 : 5 7 A M AD-1.0 DETAILS [DGN-2200] 1621 w 10th ST. & #2 SANTA ANA, CA. 10th ADU No. Description Date 1 PLANNING - REV 1 05 06 24 SCALE 1 1/2" = 1'-0"1FLASHING DETAILS SCALE 1 1/2" = 1'-0"2STUCCO SYSTEM SCALE 1/2" = 1'-0"3WALL SECTION - SLOPED ROOF w/ SLAB FOUNDATION SCALE 1 1/2" = 1'-0"4ROOF - SLOPED SCALE 1 1/2" = 1'-0"5ROOF - RIDGE SCALE 1 1/2" = 1'-0"6FOUNDATION - WEEP SCREEDSCALE 3" = 1'-0"11MOUNTING HEIGHTS TYP. SCALE 1 1/2" = 1'-0"7WALL DETAIL - EXTERIOR SCALE 1 1/2" = 1'-0"9WALL DETAIL - INTERIOR SCALE 1 1/2" = 1'-0"8WALL DETAIL - EXTERIOR 1 HR. SCALE 1 1/2" = 1'-0"10WALL DETAIL - TILE INTERIOR SCALE 1 1/2" = 1'-0"121HR FIRE RATED EAVE SCALE 1 1/2" = 1'-0"13DRYER VENT DETAIL SCALE 1 1/2" = 1'-0"14SIDING - CONCEALED FIXING 1621 W Tenth St & #29/30/2024 CODE REPORTS MATERIAL ICC-ES ESR CITY OF LOS ANGELES ® STATEMENT OF SPECIAL INSPECTIONS · · · · FASTENING SCHEDULE DESIGN LOAD CRITERIA GENERAL NOTES ADDITIONAL NOTE (PER BUILDING DEPARTMENT) NAILING SCHEDULE CONNECTION NAILING GENERAL NOTE FOR STRUCTURAL OBSERVATION ’’ ” “” “ ” “ ” “ ABBREVIATIONS ∅ STRUCTURAL GENERAL NOTES S - 0.0 NO.DATE REMARK AD EETTTE EDREED DATE EETNO. 6/10/2024 KTW SOLUTIONS, INC. 24328 S VERMONT AVE STE #233 HARBOR CITY, CA 90710 T: 310.986.2185 E-MAIL: TKIM@KTW-SOLUTIONS.COM 6/10/2024 16 2 1 W 1 0 t h S t , S a n t a A n a , C A 9 2 7 0 3 [] 1610 W. 7TH ST. # 505 LOS ANGELES, CA 90017 GRAVITY DESIGN CRITERIA WIND DESIGN CRITERIA TIMBER 1621 W 10th St, Santa Ana, CA 92703 1621 W Tenth St & #29/30/2024 STRUCTURAL PLAN S - 1 NO.DATE REMARK AD EETTTE EDREED DATE EETNO. 6/10/2024 KTW SOLUTIONS, INC. 24328 S VERMONT AVE STE #233 HARBOR CITY, CA 90710 T: 310.986.2185 E-MAIL: TKIM@KTW-SOLUTIONS.COM 6/10/2024 16 2 1 W 1 0 t h S t , S a n t a A n a , C A 9 2 7 0 3 [] 1610 W. 7TH ST. # 505 LOS ANGELES, CA 90017 LEGENDS NOTES SHEET S-0 1/ SD-1 WALL STUD SCHEDULE FLOOR LEVEL WALL TYPE MEMBER SIZE FOUNDATION PLAN SCALE: 1/4" = 1'-0" N ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" N APPROVAL STAMP 1621 W Tenth St & #29/30/2024 NO.DATE REMARK AD EETTTE EDREED DATE EETNO. 6/10/2024 KTW SOLUTIONS, INC. 24328 S VERMONT AVE STE #233 HARBOR CITY, CA 90710 T: 310.986.2185 E-MAIL: TKIM@KTW-SOLUTIONS.COM 6/10/2024 16 2 1 W 1 0 t h S t , S a n t a A n a , C A 9 2 7 0 3 [] 1610 W. 7TH ST. # 505 LOS ANGELES, CA 90017 7 8 BORING / NOTCHING DETAILS INTERIOR NON-BEARING WALL EXTERIOR & BEARING WALL JOISTSWALLS NOTCH / BORE % OF STUD 2 x 4 STUD 2 x 6 STUD NOTE : 1 PLATE WITH OF NOTCHING "A" DEPTH OF NOTCHING "B" EDGE DIST FOR HOLE "C" MAX. HOLE DIAMETER "D" NO.OF 16d *PER EACH END STRAP NOTE : 2 ELEVATION DBL. TOP PLATE SPLICE DETAIL5 [ NON-BEARING WALL ] [ BEARING WALL AND WALL ALONG WITH SHEAR WALL ] TYPICAL HEADER DETAIL & SCHEDULE OPENING WIDTH LESS THAN 6FT OPENING WIDTH MORE THAN 6FT OPENING WIDTH LESS THAN 6FT OPENING WIDTH MORE THAN 6FT HEADER SCHEDULE (D.F.L #1, U.N.O) MAX. OPENING WIDTH MIN. HEADER SIZE ROOF BEARING WALLS FLOOR BEARING WALL NON-BEARING WALL 6 TYPICAL STUD WALL CORNER LEGEND TYPICAL MULTI STUD DETAIL ELEVATION VIEW PLAN VIEW TYPICAL SILL PLATE DETAIL NOTE : STRUCTURAL DETAILS SD - 1 4 TYP. NON-BEARING WALL DETAIL EXTERIOR WALL BASE CONNECTION3 ROOF TO WALL9 1621 W Tenth St & #29/30/2024 JOB NO.SCALE SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 3/ 8 / 2 0 2 4 9 : 2 5 : 5 6 A M [DGN-2200] 1621 w 10th ST. SANTA ANA, CA. 10th ADU No.Description Date T-24 COMPLIANCE FORMS T-24.1                      4  */*  20*02 3  . 5  !"      "                     !!!"# $%   & '   #  #(( ) )  *       &+ )  + ,     )  ,    %  -  + .     */* !!!  #         $      %        &' ( ))! *!  +," )- 01 -./ *! 0  , /1     2)34 ) 5  6) 3 '"  (  7 . / 3 8 ! $  "        % 7 . 6)! &))  )9   2.$5 2 ( 7 . ! +:! 3  )9   2.$5 0/- ! ;3 8 .1 0   )9   2.$5 -1 1 #< 3  3 2=5 3 $8 6)  $8  ) )   -1 $$ '" $%  / 3 8     8   6) 3 "! /> " .  $ >! 7) 3  "! .! > ? .) ! 3  )4;. 7'  .)    ) > !";! .   "";)  ";)9 % 6) 3 )!   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F  424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 JOB NO.SCALE SHEET NO. SHEET TITLE. APPROVALS: THIS DRAWING IS AN INSTRUMENT OF SERVICE, IS THE PROPERTY OF THE DRAFTER AND MAY NOT BE REPRODUCED WITHOUT THE DESIGNERS PERMISSION AND UNLESS THE REPRODUCTION CARRIES THE DRAFTERS NAME. ALL DESIGN AND OTHER INFORMATION SHOWN ON THE DRAWINGS ARE FOR USE ON THE SPECIFIC PROJECT ONLY AND SHALL NOT BE USED OTHERWISE WITHOUT WRITTEN PERMISSION FROM THE DRAFTER. [DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME][DESIGN GROUP NAME] 1610 W. 7TH ST. LOS ANGELES, CA. 90017 benny@designgroupname.com marino@designgroupname.com 3/ 8 / 2 0 2 4 9 : 2 5 : 5 6 A M [DGN-2200] 1621 w 10th ST. SANTA ANA, CA. 10th ADU No.Description Date T-24 COMPLIANCE FORMS T-24.2                      4  */*0/1/*1 2 3  . 5  !"      "                     !!!"# $%   & '   #  #(( ) )  *       &+ )  + ,     )  ,    %  -  + .     */*0!!!/1/ 8   8H       4 )  (    &  ( ) ( &+ ) )    ))  )+   )     )       &+     &# "# &  ( )  4  ( )  54( ++ ) 6 &   ? +$    6   H      4 )  (  ( 7    +   ( + FG    7 (   ( & (   4       %   / (  '    $(   &  )) +  +   (          (     &  ( ) ( &+ )   4 )  (     (    + () + ) ( )    (     &  ( ) ( &+ ) )(    =    (   G $   $  (  & (  & (     /        (         (     (     &  ( ) ( &+ )  )   7   (  +%      ++ ) )+ ) ) G 7@ G ) )  G +   + ) ( )       ()    ) ( ++% 7       +   ++ )   +        +         &+     : )   &   ? +$  ! )          Gilberto Carrillo Title 24 Guys, LLC 03/18/2024 10964 Memory Park Ave RCN13187 Mission Hills, CA 91345 818-850-3385 Marino Vega-Paez Design Group Name 03/18/2024 1610 W 7th St #505 Los Angeles, CA 90017 310-892-2452 424-P010046743A-000-000-0000000-0000 03/18/2024 03:19 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content ofthis registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 2022 Single-Family Residential Mandatory Requirements Summary NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1:Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. * § 110.6(a)5:Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a). § 110.6(b):Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. * § 110.7:Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be caulked, gasketed, or weather stripped. § 110.8(a):Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household Goods and Services (BHGS). § 110.8(g):Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i):Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified on the CF1R. § 110.8(j):Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer Affairs. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation.Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. * § 150.0(b):Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102. Masonry walls must meet Tables 150.1-A or B. * § 150.0(d):Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. * § 150.0(f): Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g). § 150.0(g)1:Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to §150.0(d). § 150.0(g)2:Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation. § 150.0(q):Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e)Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1:Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2:Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. * § 150.0(e)3:Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. * Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification.Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other regulated appliances must be certified by the manufacturer to the California Energy Commission. * § 110.2(a):HVAC Efficiency.Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N.* § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. * § 110.2(c):Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a setback thermostat. * § 110.3(c)3: Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank surface heat loss rating. § 110.3(c)6:Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed. 2022 Single-Family Residential Mandatory Requirements Summary § 110.5: Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and spa heaters. * § 150.0(h)1: Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook, Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2. § 150.0(h)3A:Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any dryer. § 150.0(h)3B:Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the manufacturer’s instructions. § 150.0(j)1: Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water piping must be insulated as specified in § 609.11 of the California Plumbing Code. * § 150.0(j)2: Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment` maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and non-crushable casing or sleeve. § 150.0(n)1: Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no more than 2” higher than the base of the water heater § 150.0(n)3: Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in these spaces must not be compressed. * § 150.0(m)2: Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction, connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive duct tapes unless such tape is used in combination with mastic and draw bands. § 150.0(m)3:Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes, mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7:Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic dampers. § 150.0(m)8:Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible, manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents. § 150.0(m)9: Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating. § 150.0(m)10: Porous Inner Core Flex Duct.Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and outer vapor barrier. § 150.0(m)11: Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13 or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the filter. * 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must EH•&)0SHU ton of nominal cooling capacity, and an air-handling unit fan efficacy ” 0.45 watts per CFM for gas furnace air handlers and ” 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow • 250 CFM per ton of nominal cooling capacity, and an air-KDQGOLQJXQLWIDQHIILFDF\”ZDWWVSHU&)0)LHOGYHULILFDWLRQWHVWLQJLVUHTXLUHGLQDFFRUGDQFHZLWK Reference Residential Appendix RA3.3.* Ventilation and Indoor Air Quality: § 150.0(o)1:Requirements for Ventilation and Indoor Air Quality.All dwelling units must meet the requirements of ASHRAE Standard 62.2, Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B:Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole- dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for compliance with §150.0(o)1C. § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses .Single-family detached dwelling units, and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. § 150.0(o)1G: Local Mechanical Exhaust.Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand- controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per §150.0(o)1Gvi.* § 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems.The airflow required per §150.0(o)1C must be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the minimum airflow rate required by §150.0(o)1C. § 150.0(o)2: Field Verification and Diagnostic Testing.Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating, and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow rates and sound requirements per §150.0(o)1G Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers.Any pool or spa heating system or equipment must be certified to have all of the following:compliance with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not use electric resistance heating.* § 110.4(b)1:Piping.Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater,or dedicated suction and return lines,or built-in or built-up connections to allow for future solar heating. § 110.4(b)2:Covers.Outdoor pools or spas that have a heat pump or gas heater must have a cover. § 110.4(b)3:Directional Inlets and Time Switches for Pools.Pools must have directional inlets that adequately mix the pool water, and a time switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods. § 110.5:Pilot Light.Natural gas pool and spa heaters must not have a continuously burning pilot light. § 150.0(p):Pool Systems and Equipment Installation.Residential pool systems or equipment must meet the specified requirements for pump sizing,flow rate, piping, filters, and valves. * Lighting: § 110.9: Lighting Controls and Components.All lighting control devices and systems,ballasts,and luminaires must meet the applicable requirements of § 110.9. * § 150.0(k)1A:Luminaire Efficacy.All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen closets with an efficacy of at least 45 lumens per watt. § 150.0(k)1B:Screw based luminaires.Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.* § 150.0(k)1C:Recessed Downlight Luminaires in Ceilings.Luminaires recessed into ceilings must not contain screw based sockets, must be airtight, and must be sealed with a gasket or caulk.California Electrical Code § 410.116 must also be met. § 150.0(k)1D:Light Sources in Enclosed or Recessed Luminaires.Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1E:Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor control, low voltage wiring, or fan speed control. § 150.0(k)1F:Lighting Integral to Exhaust Fans.Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust hoods) must meet the applicable requirements of § 150.0(k). * 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(k)1G:Screw based luminaires.Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8.* § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires.Lamps and other separable light sources that are not compliant with the JA8 elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I:Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or linen closet is closed. § 150.0(k)2A:Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B:Interior Switches and Controls.Exhaust fans must be controlled separately from lighting systems.* § 150.0(k)2A:Accessible Controls.Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned on and off. * § 150.0(k)2B:Multiple Controls.Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed to comply with § 150.0(k). § 150.0(k)2C:Mandatory Requirements.Lighting controls must comply with the applicable requirements of § 110.9. § 150.0(k)2D: Energy Management Control Systems.An energy management control system (EMCS) may be used to comply with dimming, occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified in § 150.0(k)2A. § 150.0(k)2E: Automatic Shutoff Controls.In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with opaque fronts or doors must have controls that turn the light off when the drawer or door is closed. § 150.0(k)2F:Dimmers.Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall- mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light sources in these spaces must comply with NEMA SSL 7A. § 150.0(k)2K: Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting. § 150.0(k)3A: Residential Outdoor Lighting.For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all applicable requirements may be used to meet these requirements. § 150.0(k)4:Internally illuminated address signs.Internally illuminated address signs must either comply with § 140.8 or consume no more than 5 watts of power. § 150.0(k)5:Residential Garages for Eight or More Vehicles.Lighting for residential parking garages for eight or more vehicles must comply with the applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0. Solar Readiness: § 110.10(a)1: Single-family Residences.Single-family residences located in subdivisions with 10 or more single-family residences and where the application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e). §110.10(b)1A: Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth.All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north. § 110.10(b)3A:Shading.The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof mounted equipment. * § 110.10(b)3B: Shading.Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the solar zone, measured in the vertical plane. * § 110.10(b)4:Structural Design Loads on Construction Documents.For areas of the roof designated as a solar zone, the structural design loads for roof dead load and roof live load must be clearly indicated on the construction documents. § 110.10(c): Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system. § 110.10(d):Documentation.A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be provided to the occupant. § 110.10(e)1: Main Electrical Service Panel.The main electrical service panel must have a minimum busbar rating of 200 amps. § 110.10(e)2:Main Electrical Service Panel.The main electrical service panel must have a reserved space to allow for the installation of a double pole circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” Electric and Energy Storage Ready: 2022 Single-Family Residential Mandatory Requirements Summary § 150.0(s)Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source. § 150.0(t)Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(u)Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” § 150.0(v)Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently marked as “For Future 240V use.” *Exceptions may apply. 1621 W Tenth St & #29/30/2024 BUILDING ENERGY ANALYSIS REPORT Project Address: 1621 W 10th St Santa Ana, CA 92703 Project Client: Marc Giglio 1621 W 10th St Santa Ana, CA 92703 Report Prepared by: Gilberto Carrillo, CEA Title 24 Guys LLC 10964 Memory Park Ave Los Angeles, CA 91345 818-850-3385 Job Number: 24030903 Date: 03/18/24 The CBECC-Res computer program used to perform the calculations summarized in this compliance report are approved and authorized by the California Energy Commission for use with the residential 2022 Building Energy Efficiency Standards. 1621 W Tenth St & #29/30/2024 REPORT SUMMARY Project ID: 24030903 Project Address: 1621 W 10th St • Existing water heater to serve conversion + addition • New ductless mini-split heat pump with 8 HSPF2, 14 SEER2, 8 EER2 • Attic ceiling insulated at R-38 • Walls insulated at R-15 (2x4 framing) • Vinyl windows with dual glaze and low-e (or equivalent) • Slab on grade foundation • HERS rater verification/testing of the following: - proper refrigerant fill of HVAC system(s) - minimum indoor air quality (IAQ) fan capacity - verification of heat pump capacity To better help you understand what is required for proper energy compliance, we have generated the following report summary. It summarizes the requirements of your project's Title 24 energy report (CF-1R) for ease of reading only and is not exhaustive nor is meant to replace an official CF-1R. For final details and requirements, please refer directly to your final CF-1R document. The report summary above has been automatically generated and briefly reviewed, but may still contain errors. Details about specific features and/or requirements should be discussed with Title 24 Guys staff or with the appropriate contractor, HERS rater, and/or plan designer. Be sure to review the included Mandatory Measures sheet provided for additional details on the mandatory requirements for your project. If you would like clarification on any documents, feel free to contact the Title 24 Guys office at 818-850-3385 or info@title24guys.com 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 1 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 GENERAL INFORMATION 01 Project Name 10th ADU 02 Run Title Title 24 Analysis 03 Project Location 1621 W 10th St 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92703 07 Software Version 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)0 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 1 14 Addition Cond. Floor Area (ft2)215 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)278 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)493 19 Glazing Percentage (%)11.16% 20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 493 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 Building does not incorporate Special Features 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. CBECC-Res 2022.3.1 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 2 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ft2 -yr) Standard Design TDV Energy (EDR2) (kTDV/ft2 -yr) Proposed Design Source Energy (EDR1) (kBtu/ft2 -yr) Proposed Design TDV Energy (EDR2) (kTDV/ft2 -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0 2.84 0 3.01 0 -0.17 Space Cooling 0 56.35 0 49.51 0 6.84 IAQ Ventilation 0 4.93 0 4.93 0 0 Water Heating 0 172.25 0 172.25 0 0 Self Utilization/Flexibility Credit Efficiency Compliance Total 0 236.37 0 229.7 0 6.67 Photovoltaics 0 0 Battery 0 Flexibility Indoor Lighting 0 11.04 0 11.04 Appl. & Cooking 0 126.18 0 126.13 Plug Loads 0 74.58 0 74.58 Outdoor Lighting 0 1.98 0 1.98 TOTAL COMPLIANCE 0 450.15 0 443.43 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 3 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 81.28 80.71 0.57 0.7 Net EUI2 81.28 80.71 0.57 0.7 Notes     1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.     2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •NO SPECIAL FEATURES REQUIRED HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Indoor air quality ventilation •Kitchen range hood •Verified Refrigerant Charge •Verified heat pump rated heating capacity BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 10th ADU 493 1 1 2 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Existing Zone Conditioned HVAC System 278 8.33333 DHW System Existing Unchanged 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 4 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status Addition Zone Conditioned HVAC System 215 8.33333 DHW System New OPAQUE SURFACES 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing Condition Front Existing Zone Existing Wall 0 Front 116 19 90 none Existing No Back Existing Zone Existing Wall 180 Back 116 0 90 none Existing No Right Existing Zone Existing Wall 270 Right 169 26 90 none Existing No Front Addition Zone R-15 Wall 0 Front 87 25.7 90 Ex. w/ Siding New n/a Left Addition Zone R-15 Wall 90 Left 169 0 90 Ex. w/ Siding New n/a Back Addition Zone R-15 Wall 180 Back 87 21 90 Ex. w/ Siding New n/a To Add Existing Zone>>Addition Zone Interior Wall n/a n/a 142 0 n/a Altered No Ceiling Existing Zone Existing Ceiling n/a n/a 278 n/a n/a Existing No Ceiling Addition Zone R-38 Ceiling n/a n/a 215 n/a n/a New n/a ATTIC 01 02 03 04 05 06 07 08 09 10 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Status Verified Existing Condition Attic Asphalt Shingle Roof Ventilated 4.5 0.1 0.85 No No Existing No Attic Asphalt Shingle Roof Ventilated 4.5 0.1 0.85 No No New n/a 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 5 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 Name Type Surface Orientatio n Azimuth Width (ft) Heigh t (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading Status Verified Existing Condition W02 Window Front Front 0 2 2 1 4 0.3 NFRC 0.23 NFRC Bug Screen New NA W03 Window Front Front 0 3 5 1 15 0.3 NFRC 0.23 NFRC Bug Screen New NA W01 Window Right Right 270 2 3 1 6 0.3 NFRC 0.23 NFRC Bug Screen New NA W04 Window Front Front 0 3 3 1 9 0.3 NFRC 0.23 NFRC Bug Screen New NA W05 Window Back Back 180 6 3.5 1 21 0.3 NFRC 0.23 NFRC Bug Screen New NA OPAQUE DOORS 01 02 03 04 05 06 Name Side of Building Area (ft2)U-factor Status Verified Existing Condition D-100 Right 20 0.2 New n/a D-101 Front 16.7 0.2 New n/a SLAB FLOORS 01 02 03 04 05 06 07 08 09 10 Name Zone Area (ft2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Status Verified Existing Condition Slab Existing Zone 278 48 none 0 80%No Existing No Slab Addition Zone 215 41.1 none 0 80%No New n/a 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 6 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.087 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Sheathing / Insulation: Wood Siding/sheathing/decking Exterior Finish: 3 Coat Stucco Existing Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-13 None / None 0.093 Inside Finish: Gypsum Board Cavity / Frame: R-13 / 2x4 Sheathing / Insulation: Wood Siding/sheathing/decking Exterior Finish: 3 Coat Stucco Interior Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277 Inside Finish: Gypsum Board Cavity / Frame: no insul. / 2x4 Other Side Finish: Gypsum Board Asphalt Shingle Roof Attic Roofs Wood Framed Ceiling 2x6 @ 16 in. O. C.R-0 None / None 0.624 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: no insul. / 2x6 R-38 Ceiling Ceilings (below attic) Wood Framed Ceiling 2x8 @ 16 in. O. C.R-38 None / None 0.026 Over Ceiling Joists: R-19.1 insul. Cavity / Frame: R-18.9 / 2x8 Inside Finish: Gypsum Board Existing Ceiling Ceilings (below attic) Wood Framed Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.033 Over Ceiling Joists: R-11.2 insul. Cavity / Frame: R-18.9 / 2x8 Inside Finish: Gypsum Board 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 7 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Not Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#)Status Verified Existing Condition Existing Water Heating System DHW System Domestic Hot Water (DHW)Standard Exs Water Heater 1 n/a None n/a Exs Water Heater (1)Existing No WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Heating Efficiency Type Efficiency Rated Input Type Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate Tank Location Status Verified Existing Condition Exs Water Heater Gas Small Storage 1 50 EF 0.6 Btu/Hr 75000 0 70 n/a Existing No WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW System - 1/1 Not Required Not Required Not Required None Not Required Not Required 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 8 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Existing HVAC System HVAC System Heat pump heating cooling Ductless Mini-Split Heat Pump 1 Ductless Mini-Split Heat Pump 1 Ductless Indoor Fan Coil n/a Setback New No HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Ductless Mini-Split Heat Pump Ductless MiniSplit HP 1 HSPF2 8 18000 9000 EER2SEER2 14 8 Not Zonal Single Speed Ductless Mini-Split Heat Pump-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified SEER/SEER2 Verified Refrigerant Charge Verified HSPF/HSPF2 Verified Heating Cap 47 Verified Heating Cap 17 Ductless Mini-Split Heat Pump-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name Ductless Indoor Fan Coil HVAC Fan 0.3 Ductless Indoor Fan Coil-hers-fan 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 9 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) Ductless Indoor Fan Coil-hers-fan Not Required 0 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam ADU IAQVentRpt 30 0.35 Exhaust No n/a / n/a No Yes 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. 1621 W Tenth St & #29/30/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:10th ADU Calculation Date/Time:2024-08-21T10:41:57-07:00 (Page 10 of 10) Calculation Description:Title 24 Analysis Input File Name:1621 W 10th St.ribd22 Registration Number:Registration Date/Time:    HERS Provider: CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Schema Version: rev 20220901 Report Generated: 2024-08-21   10:42:14 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone:   Gilberto Carrillo Title 24 Guys, LLC 08/21/2024 10964 Memory Park Ave RCN13187 Mission Hills, CA 91345 818-850-3385 Marino Vega-Paez Design Group Name 08/21/2024 1610 W 7th St #505 Los Angeles, CA 90017 310-892-2452 424-P010182161A-000-000-0000000-0000 08/21/2024 10:43 CHEERS NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for, and cannot guarantee, the accuracy or completeness of the information contained in this document. Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 1621 W Tenth St & #29/30/2024 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach used. Review the respective section for more information. (04/2022) Building Envelope: § 110.6(a)1: Air Leakage. Labeling. § 110.6(b): Field fabricated exterior doors and fenestration * § 110.7: Air Leakage. § 110.8(a): Insulation Certification by Manufacturers. Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g). § 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified § 110.8(j): Radiant Barrier. § 150.0(a): Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration * Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value. § 150.0(c): Wall Insulation. framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U- * § 150.0(d): Raised-floor Insulation. * § 150.0(f): Slab Edge Insulation. without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from § 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to § 150.0(g)2: Vapor Retarder. § 150.0(q): Fenestration Products. * Fireplaces, Decorative Gas Appliances, and Gas Log: § 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces. § 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox. § 150.0(e)2: Combustion Intake. * § 150.0(e)3: Flue Damper. Space Conditioning, Water Heating, and Plumbing System: § 110.0-§ 110.3: Certification. * HVAC Efficiency. § 110.2(b): Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and * § 110.2(c): Thermostats. * Insulation. surface heat loss rating. § 110.3(c)6: Isolation Valves. 1621 W Tenth St & #29/30/2024 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 110.5: Pilot Lights. (except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool * § 150.0(h)1: Building Cooling and Heating Loads. Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation Clearances. § 150.0(h)3B: Liquid Line Drier. Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. § 150.0(j)2: Insulation Protection. maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and § 150.0(n)1: Gas or Propane Water Heating Systems. designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no § 150.0(n)3: Solar Water-heating Systems. Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO R&T), or by a listing agency that is approved by the executive director. Ducts and Fans: § 110.8(d)3: Ducts. contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement. § 150.0(m)1: CMC Compliance. Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8) do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723. The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in . * § 150.0(m)2: Factory-Fabricated Duct Systems. connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive § 150.0(m)3: Field-Fabricated Duct Systems. mastics, sealants, and other requirements specified for duct construction. § 150.0(m)7: Backdraft Damper. § 150.0(m)8: Gravity Ventilation Dampers. § 150.0(m)9: Protection of Insulation. Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic Porous Inner Core Flex Duct. § 150.0(m)11: Duct System Sealing and Leakage Test. occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in accordance with Reference Residential Appendix RA3.1. § 150.0(m)12: Air Filtration. or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A. Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the 1621 W Tenth St & #29/30/2024 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(m)13: Space Conditioning System Airflow Rate and Fan Efficacy. a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with Reference Residential Appendix RA3.3. * Ventilation and Indoor Air Quality: § 150.0(o)1: Requirements for Ventilation and Indoor Air Quality Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. * § 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems. dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for § 150.0(o)1C: Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii. Local Mechanical Exhaust. controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the § 150.0(o)2: Field Verification and Diagnostic Testing. and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow Pool and Spa Systems and Equipment: § 110.4(a): Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not § 110.4(b)1: Piping. Covers. § 110.4(b)3: Directional Inlets and Time Switches for Pools. Pilot Light. § 150.0(p): Pool Systems and Equipment Installation. * Lighting: § 110.9: Lighting Controls and Components. * § 150.0(k)1A: Luminaire Efficacy. range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen Screw based luminaires. § 150.0(k)1C: Recessed Downlight Luminaires in Ceilings. § 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires. § 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor § 150.0(k)1F: Lighting Integral to Exhaust Fans. * 1621 W Tenth St & #29/30/2024 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 Screw based luminaires. § 150.0(k)1H: Light Sources in Enclosed or Recessed Luminaires. elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires. § 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A. § 150.0(k)2B: Interior Switches and Controls. * § 150.0(k)2A: Accessible Controls. § 150.0(k)2B: Multiple Controls. Mandatory Requirements. § 150.0(k)2D: Energy Management Control Systems. occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified § 150.0(k)2E: Automatic Shutoff Controls. must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with § 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light § 150.0(k)2K: Independent controls. § 150.0(k)3A: Residential Outdoor Lighting. other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch control) or an astronomical time clock. An energy management control system § 150.0(k)4: Internally illuminated address signs. § 150.0(k)5: Residential Garages for Eight or More Vehicles. Solar Readiness: § 110.10(a)1: Single-family Residences. application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency, §110.10(b)1A: Minimum Solar Zone Area. access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5 feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160 square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be located on the roof or overhang of the building and have a total area no less than 250 square feet. * § 110.10(b)2: Azimuth. § 110.10(b)3A: Shading. * § 110.10(b)3B: Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the * § 110.10(b)4: Structural Design Loads on Construction Documents. § 110.10(c): Interconnection Pathways. pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family § 110.10(d): Documentation. provided to the occupant. Main Electrical Service Panel. § 110.10(e)2: Main Electrical Service Panel. circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.” 1621 W Tenth St & #29/30/2024 2022 Single-Family Residential Mandatory Requirements Summary 5/6/22 § 150.0(s) Energy Storage System (ESS) Ready. equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of 225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ § 150.0(t) Heat Pump Space Heater Ready. unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker § 150.0(u) Electric Cooktop Ready. 240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently § 150.0(v) Electric Clothes Dryer Ready. dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole *Exceptions may apply. Electric and Energy Storage Ready: 1621 W Tenth St & #29/30/2024 KTW Solutions, Inc. 24328 Vermont Ave Ste 233 Harbor City, CA 90710 (310) 986-2185 Email:tkim@ktw-solutions.com ACCESSORY DWELLING UNIT Project Address: 861 Pelanconi Ave, Glendale, CA 91202 Structural Calculation 1/20/2023 Prepared by 1038 S Berendo Street, Los Angeles, CA 90006 4/14/2023 RESIDENTIAL 04/01/2024 1621 W 10th St 1621 W 10th St, Santa Ana, CA 92703 1621 W 10th St, Santa Ana, CA 92703 04/16/24 1 of 8 04/16/24 1621 W Tenth St & #29/30/2024 GRAVITY DESIGN 1621 W 10th St, Santa Ana, CA 92703 04/16/24 2 of 8 1621 W Tenth St & #29/30/2024 Roof psf DL Asphalt shingle =6 Sheathing =3 1.456 Framing =5 0.532 Misc =1 15 LL 20 Ceiling DL Framing =6 Gypsum board 3 Misc =1 10 LL 10 Flooring DL Finish Floor =5 Sheathing =3 Framing =7 Misc =3 18 LL 40 Exterior Wall DL 20 ** DL Dead Load LL Live Load psf Pound per square feet Design Load (Gravity Loads) 1621 W 10th St, Santa Ana, CA 92703 04/16/24 3 of 8 1621 W Tenth St & #29/30/2024 STRUCTURAL PLAN S - 1 NO.DATE REMARK AD EETTTE EDREED DATE EETNO. 4/1/2024 KTW SOLUTIONS, INC. 24328 S VERMONT AVE STE #233 HARBOR CITY, CA 90710 T: 310.986.2185 E-MAIL: TKIM@KTW-SOLUTIONS.COM 4/1/2024 16 2 1 W 1 0 t h S t , S a n t a A n a , C A 9 2 7 0 3 [] 1610 W. 7TH ST. # 505 LOS ANGELES, CA 90017 LEGENDS NOTES SHEET S-0 1/ SD-1 WALL STUD SCHEDULE FLOOR LEVEL WALL TYPE MEMBER SIZE FOUNDATION PLAN SCALE: 1/4" = 1'-0" N ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" N APPROVAL STAMP 1621 W 10th St, Santa Ana, CA 92703 04/16/24 4 of 8 KEYMAP - GRAVITY (E ) C J - 1 2 X 1 0 @ 1 6 " O C 19 ' - 3 " 1621 W Tenth St & #29/30/2024 Wood Beam LIC# : KW-06020275, Build:20.23.11.13 KTW engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:(E)CJ Project File: 1621 W 10th St_Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: CODE REFERENCES Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combination Set : ASCE 7-16 Material Properties Beam Bracing :Beam is Fully Braced against lateral-torsional buckling Repetitive Member Stress Increase Allowable Stress Design Douglas Fir-Larch No.2 900 900 1350 625 1600 580 180 575 31.21 Analysis Method : Eminbend - xx ksi Wood Species : Wood Grade : Fb + psi psi Fv psi Fb - Ft psi Fc - Prll psi psiFc - Perp E : Modulus of Elasticity Ebend- xx ksi Density pcf Load Combination :ASCE 7-16 .Applied Loads Service loads entered. Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load : D = 0.010, Lr = 0.010 ksf, Tributary Width = 1.333 ft, (CJ) .DESIGN SUMMARY Design OK Maximum Bending Stress Ratio 0.539: 1 Load Combination +D+Lr Span # where maximum occurs Span # 1 Location of maximum on span 9.600 ft 28.32 psi= = 1,423.13 psi 2x10Section used for this span Span # where maximum occurs Location of maximum on span Span # 1= Load Combination +D+Lr = = = 225.00 psi== Section used for this span 2x10 Maximum Shear Stress Ratio 0.126 : 1 18.429 ft= = 766.91 psi Maximum Deflection 0 <360 399 Ratio =0 <240 Max Downward Transient Deflection 0.259 in 889Ratio =>=360 Max Upward Transient Deflection 0 in Ratio = Max Downward Total Deflection 0.576 in Ratio =>=240 Max Upward Total Deflection 0 in fb: Actual F'b fv: Actual F'v Span: 1 : Lr Only n/a Span: 1 : +D+Lr n/a .Maximum Forces & Stresses for Load Combinations Span # Moment ValuesLoad Combination C iCLx CCCMCF rt Shear ValuesMax Stress Ratios M CDV fbM fvF'b V F'vSegment Length Cfu D Only 0.0 0.00 0.00.0 1.00Length = 19.20 ft 1 0.412 0.096 0.90 1.100 1.151.00 1.00 0.75 422.3 1,024.7 0.14 162.01.00 15.61.00 1.00+D+Lr 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.20 ft 1 0.539 0.126 1.25 1.100 1.151.00 1.00 1.37 766.9 1,423.1 0.26 225.01.00 28.31.00 1.00+D+0.750Lr 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.20 ft 1 0.478 0.112 1.25 1.100 1.151.00 1.00 1.21 680.8 1,423.1 0.23 225.01.00 25.11.00 1.00+0.60D 1.100 1.151.00 1.00 0.0 0.00 0.01.00 0.01.00 1.00Length = 19.20 ft 1 0.139 0.032 1.60 1.100 1.151.00 1.00 0.45 253.4 1,821.6 0.09 288.01.00 9.41.00 . 1621 W 10th St, Santa Ana, CA 92703 04/16/24 5 of 8 1621 W Tenth St & #29/30/2024 Wood Beam LIC# : KW-06020275, Build:20.23.11.13 KTW engineering (c) ENERCALC INC 1983-2023 DESCRIPTION:(E)CJ Project File: 1621 W 10th St_Calcs.ec6 Project Title: Engineer: Project ID: Project Descr: Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl Overall Maximum Deflections +D+Lr 1 0.5764 9.670 0.0000 0.000 . Load Combination Support 1 Support 2 Vertical Reactions Support notation : Far left is #1 Values in KIPS Max Upward from all Load Conditions 0.285 0.285 Max Upward from Load Combinations 0.285 0.285 Max Upward from Load Cases 0.157 0.157 D Only 0.157 0.157 +D+Lr 0.285 0.285 +D+0.750Lr 0.253 0.253 +0.60D 0.094 0.094 Lr Only 0.128 0.128 1621 W 10th St, Santa Ana, CA 92703 04/16/24 6 of 8 1621 W Tenth St & #29/30/2024 INTERIOR WIND LOAD : 5 psf H =8 ft 8 ft x 5 psf 16 12F = 40 lbs >20 plf plf x =26.7 lbs OK! CHECK INTERIOR NON-BEARING WALL Simpson "STC" @ THE TOP OF THE WALL "STC" @ 16" o/c R =2 =20 1621 W 10th St, Santa Ana, CA 92703 04/16/24 7 of 8 1621 W Tenth St & #29/30/2024 C- C - 2 0 1 9 © 2 0 1 9 S I M P S O N S T R O N G - T I E C O M P A N Y I N C . Simpson Strong-Tie® Wood Construction Connectors 226 Pl a t e d T r u s s C o n n e c t o r s Roof Truss Clips STC/STCT/DTC STC DTC STCT For alignment control between a roof truss and nonbearing walls; the 1 1/2" slot permits vertical truss chord movement when loads are applied. Material: 18 gauge Finish: Galvanized Installation: •Use all specified fasteners; see General Notes. •Use STC or DTC depending on required loads. STC, installed with DS drywall stop, helps prevent fasteners tearing through the ceiling drywall (see illustration). •Use STCT where truss or rafter is separated from the top plate of the nonbearing wall. •Install slot nails in the middle of the slot. •Products not intended for floor applications due to the frequency of floor joist deflections and potential for squeaks. Codes: See p. 12 for Code Reference Key Chart Gap To first f a s t e n e r ⅝" drywa l l ( m i n . 1 6 " ) Typical STC Installation with DS Nails should not be driven completely flush against the connector, to allow vertical truss movement. Allow 1⁄16" gap between nail head and truss clip to help prevent squeaking. Model No. Fasteners (in.)Allowable Loads (160) Code Ref.Base Slot Without Gap 1/4" Max. Gap 1/4" < Gap ≤ 1/2" F1 F2 F1 F2 F1 F2 STC (2) 0.131 x 2 1/2 (1) 0.131 x 2 1/2 85 55 35 35 30 40 —STCT (2) 0.131 x 2 1/2 (1) 0.131 x 2 1/2 —————— DTC (4) 0.131 x 2 1/2 (2) 0.131 x 2 1/2 125 210 85 135 55 70 1. Loads may not be increased for duration of load. 2. Truss or rafter must bear on top plate to achieve the allowable loads under “Without Gap.” 3. Clips are required on both sides of the truss to achieve F1 loads in both directions (stagger parts to avoid nail interferences). 4. Fasteners: Nail dimensions in the table are listed diameter by length. See pp. 21–22 for fastener information. 1621 W 10th St, Santa Ana, CA 92703 04/16/24 8 of 8 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information  New Single Family Residence/Duplex  Addition/Remodel  ADU  Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area: Area to be Added: Total Resulting Area: Stories: Area Added in Past 2 Years (excluding this project): Yes No Questionnaire OCFA Plan Type if “Yes” 1.   New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability (PR400-402) Fire Sprinkler 2.   ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has fire sprinklers or a house that will have fire sprinklers added as part of this project? (PR400-402) Fire Sprinkler 3.   Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4.   Distance – Is the most remote portion of the addition, ADU or other detached structure greater than 140-feet from the fire access roadway? *(PR160) Residential Site 5.   Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet? *(PR160) Residential Site with Water Availability 6.   Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed contractor to determine if a fire sprinkler modification is needed. (PR400-402) Fire Sprinkler 7.   Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold set by local ordinance? *(PR160) Residential Site (PR400-402) Fire Sprinkler 8.   Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9.   Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 sf, and ADU’s). *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10.   Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as defined by the State, or (D) near an area that could be affected by a wildfire in the open space. *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 1621 W Tenth St & #29/30/2024 1621 W Tenth St & #29/30/2024