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1512 N Baker St & Unit # 2-Truss Drawings - Plan
BAKER STREET NEW ADU 1512 N BAKER ST. & 1512 N BAKER ST. UNIT #2 SANTA ANA, CA 92706 GENERAL SYMBOLS SHEET ON WHICH DRAWN REVISION NUMBER WINDOW NUMBER DOOR NUMBER ROOM NUMBER COLUMN LINE LEGEND/KEY NOTE BUILDING ELEVATION INTERIOR ELEVATION DETAIL REFERENCE WALL SECTION CROSS REFERENCE DETAIL NUMBER (CONTINUOUS BLOCKING) BATT INSULATION RIGID INSULATION CARPET (LARGE SCALE) TILE (LARGE SCALE) ACOUSTICAL TILE (LARGE SCALE) PROTECTION BOARD CONCRETE MASONRY UNIT METAL STUDS STEEL (LARGE SCALE) (LARGE SCALE) GYPSUM WALL BOARD PLYWOOD (LARGE SCALE) BRICK VENEER SHINGLES STONE GLASS (TRIM/FINISH) WOOD (NON-CONTINUOS BLOCKING) WOOD GRAVEL/BALLAST WOOD GYM FLOOR STEEL PRECAST CONCRETE CONCRETE SAND EARTH CASEWORK ELEVATION SIMILAR OR TYPICAL REFERENCE SIMILAR OR TYPICAL REFERENCE ? Number ??? ? SIM BUILDING SECTION ? ROOM NAME ??? ??? ? ??? SIM ? ??? SIM ? ??? SIM ? ??? SIM XX/ A11.X ? ?Ea s t SPRAY FOAM INSULATION MINERAL WOOL INSULATION 1. GENERAL NOTES APPLY TO ALL DRAWINGS 2. ALL DIMENSIONS ARE ACTUAL AND ARE TO FACE OF WOOD STUDS, FACE OF MASONRY OR CENTERLINE OF COLUMN, UNLESS NOTED OTHERWISE. 3. GENERAL CONTRACTOR SHALL FURNISH AND INSTALL 2" X 10" CONTINUOUS WOOD BLOCKING IN STUD PARTITIONS FOR ANCHORAGE OF WALL ATTACHED ITEMS, INCLUDING BUT NOT LIMITED TO, THE FOLLOWING: GRAB BARS, VANITY UNITS, TOILET ACCESSORIES, WALL CABINETS, AND WALL MOUNTED FIXTURES, MARKER BOARDS, TACK BOARDS 4. GENERAL CONTRACTOR SHALL COORDINATE ALL MECHANICAL CHASE SIZES WITH MECHANICAL SUBCONTRACTOR. 5. GENERAL CONTRACTOR SHALL COORDINATE SIZES AND LOCATIONS OF 4" HIGH CONCRETE HOUSEKEEPING PADS WITH THE MECHANICAL AND ELECTRICAL EQUIPMENT SUPPLIERS. 6. LOCATE CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE (CJA) WHERE SHOWN ON THE DRAWINGS. SEE DETAILS 36/A10.2 AND STRUCTURAL DRAWINGS. ISOLATE GYPSUM BOARD SURFACES WITH CONTROL JOINTS WHERE: A) CEILING ABUTS A STRUCTURAL ELEMENT, DISSIMILAR WALL OR PARTITION OR OTHER VERTICAL PENETRATION. B) CONSTRUCTION CHANGES WITHIN PLANES OF THE CEILING. C) CEILING RUN EXCEEDS 30 LINEAL FEET. D) CONTROL JOINTS OCCUR IN STRUCTURAL ELEMENTS OF THE BUILDING. E) PARTITION OR FURRING RUN EXCEEDING 30 L.F. 7. ELECTRICAL PLANS INDICATE THE GENERAL DESIGN AND ARRANGEMENT OF PIPES, CONDUIT, WIRING, EQUIPMENT, SYSTEMS, ETC. INFORMATION SHOWN IS DIAGRAMMATIC IN CHARACTER AND DOES NOT NECESSARILY INDICATE EVERY REQUIRED OFFSET, FITTING AND EXISTING CONDITION. LOCATION OF THESE ITEMS MAY BE ADJUSTED CONDITIONAL UPON THE SATISFACTORY COMPLIANCE WITH ALL OTHER REQUIREMENTS. 8. THE GENERAL CONTRACTOR SHALL COORDINATE CUT- OUTS FOR CASEWORK, MILLWORK, OR OTHER EQUIPMENT AS REQUIRED. 9. ALL ASPECTS OF THE WORK AND ITEMS NOT SPECIFICALLY MENTIONED, BUT WHICH ARE NECESSARY TO MAKE A COMPLETE WORKING INSTALLATION, SHALL BE INCLUDED, AND INDICATED IN THE CONTRACTORS BID. 10. NO ASBESTOS OR PCB CONTAINING MATERIALS SHALL BE USED ON THIS PROJECT. 11. THE GENERAL CONTRACTOR AND ALL SUBCONTRACTORS ARE RESPONSIBLE FOR PROPER REMOVAL AND DISPOSAL OF ALL DEBRIS GENERATED BY CONSTRUCTION OF THIS PROJECT. THE REMOVAL AND DISPOSAL OF ALL CONSTRUCTION DEBRIS SHALL BE IN FULL COMPLIANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS. THE PREMISES SHALL BE KEPT CLEAN AND FREE FROM ALL WASTE MATERIALS. 12. GENERAL CONTRACTOR SHALL PROTECT NEW CONSTRUCTION FROM DAMAGE BY ALL TRADES. ALL SUCH DAMAGE CAUSED BY THE CONTRACTOR DURING THE COURSE OF THIS WORK SHALL BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 13. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO ORDERING OR INSTALLING MATERIALS OR EQUIPMENT. 14. ALL PIPING AND CONDUITS SHALL BE CONCEALED WITHIN WALLS, UNDERGROUND, ABOVE CEILINGS OR IN ARCHITECT APPROVED UTILITY SPACES IN ALL CASES UNLESS SPECIFICALLY NOTED OTHERWISE ON THE DRAWINGS. EXPOSED ITEMS MUST BE LOCATED IN AREAS APPROVED BY THE ARCHITECT. EXPOSED ITEMS SHALL BE INSTALLED AND FINISHED TO PROVIDE MINIMAL VISUAL IMPACT. ALL EXPOSED ITEMS ARE TO BE PAINTED TO MATCH THE ADJACENT SURFACES UNLESS SCHEDULED FOR AN ACCENT COLOR. 15. SCRIBE GYPSUM BOARD OF WALLS AND PARTITIONS TO IRREGULARITIES OF STRUCTURE AND ROOF DECK ABOVE. 16. DIG ALERT (811) IS TO BE CONTACTED AND COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY AXCAVATION TAKING PLACE. 17. “QUALITY INSULATION INSTALLATION” IS REQUIRED PER TITLE-24 ENERGY CALCULATIONS GENERAL NOTES ? BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 10 / 2 8 / 2 0 2 4 1 1 : 3 1 : 5 8 A M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t B A K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T CO V E R P A G E G-0.0 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 PROJECT SCOPE NEW CONSTRUCTION DETACHED 1,000 SF ACCESSORY DWELLING UNIT. DEMOLISH (E) ONE-CAR GARAGE AT MAIN RESIDENCE PROJECT DATA ASSESSOR'S PARCEL NO: 405-251-08 LEGAL DESCRIPTION: SEC 12 T 5 R 10 LOT 50 X 154.66 FT ZONE: R-1 FLOOD ZONE: X-0602320144J, NOT IN FEMA DESIGNATED ZONE LOT AREA: 7,733 SF OCCUPANCY: R-3 OCCUPANCY (E) MAIN HOUSE BUILDING AREA:786 SF (NON-SPRINKLERED) BEDROOM:2 BATHROOM:1 STORY:1-STORY (N) ACCESSORY DWELLING UNIT TYPE OF CONSTRUCTION: TYPE V-B BEDROOMS: 3 BATHROOMS: 2 STORY: 1-STORY PROPOSED ADU SF: 1,000 SF TOTAL RFA: 786 SF + 1000 SF = 1786 SF LOT COVERAGE: 786 SF + 1000 SF = 1786 SF ALLOWED COVERAGE: 35% = 7,733 (0.35) + 800 (SEC41-194.3E) = = 3,506 SF APPLICABLE CODES SHEET INDEX OWNER: NAME: AMY KONG ADDRESS: 3438 W 76th LOS ANGELES CA 90043 STRUCTURAL ENGINEER: NAME: JUSTIN NGUYEN LICENSE: C68232 .ARCHITECTURAL-ADU. G-0.0 COVER PAGE GN-1.0 GREEN BUILDING GN-2.0 GREEN BUILDING T-1.0 TITLE 24 T-2.0 TITLE 24 T-3.0 TITLE 24 A-1.1 EXISTING & PROPOSED SITE PLANS A-2.1 ENLARGED FLOOR PLAN & RCP A-3.1 ELEVATIONS AND SECTIONS A-5.1 DOOR AND WINDOW SCHEDULE VICINITY MAP SITE LOCATION 2022 CRC 2022 CBC 2022 CPC 2022 CMC 2022 CEC 2022 CGBSC SANTA ANA MUNICIPAL CODE DESIGNER: NAME: DUNG NGUYEN ADDRESS: 1512 N BAKER ST FULLERTON, CA 92706 17th STREET BR I S T O L S T R E E T LO U I S E S T R E E T BA K E R S T R E E T RO S E W O O D A V E N U E 17th STREET 15th STREET 15th STREET 16th STREET WE S T W O O D A V E N U E TO W N E R S T R E E T BR I S T O L S T R E E T CIVIL ENGINEER: NAME: TRUONG DONG ADDRESS: 12682 HOOVER ST GARDEN GROVE, CA 92841 LICENSE: C75466 .DRAINAGE + STRUCTURAL. C0.1 SITE DRAINAGE PLAN SN1 STRUCTURAL NOTES S1 ROOF AND FOUNDATION PLANS SD1 STRUCTURAL DETAILS 1 THE ADU SF / SFD SF RATIO = 786 / 1000 = 0.786 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. PARKS & REC FEE 1 1 1 DEFFERRED SUBMITTAL: ROOF TRUSS 1 1 1 TITLE 24 ENGINEER: NAME: RAYMOND ZHONG ADDRESS: 2416 W VALLEY BLVD ALHAMBRA, CA 91803 LICENSE: M-27635 SOILS ENGINEER: NAME: HOSS EFTEKHAN ADDRESS: 675 N ECKHOFF SUITE A ORANGE, CA 92868 LICENSE: C50121 1 BLDG 101120504 APPROVALS: PLNG-CSantana BLDG=CSG PD-BMartin PW_BSarlak 1512 N Baker St & Unit # 21/6/2025 (E) GARAGE TO BE REMOVED (E) MAIN HOUSE 1512 N BAKER ST SANTA ANA, 92706 2 BD + 1 BA 786 SF 9' - 10" 16 ' - 6 " 1 7 ' - 9 " 25 ' - 9 " 3 0 ' - 0 " 98 ' - 1 1 " (E) POWER POLE (E ) C U R B C U T A N D D R I V E W A Y (E) LANDSCAPE AND HARDSCAPE TO REMAIN TOTAL SITE : 7,733 SF (E) HOUSE: 786 SF ZONING: R1 EASEMENTS: 5' REAR PUE (E) 6' SOLID MASONRY WALL GRASS SAND 15 4 ' - 8 " 5' - 0" 5' - 3 1/2" (E) ELECTRICAL PANEL (E) TANKLESS WATER HEATER 50' - 0" EA S E M E N T 5' - 0 " P U E LIVING ROOM BEDROOM BEDROOMBATHKITCHEN 1-CAR GARAGE 5' - 0"26' - 11 1/4"13' - 0 3/4"5' - 0" 4' - 0 " 1 4 ' - 9 " 1 2 ' - 4 3 / 4 " 2 6 ' - 2 " 1,408 SF OPEN SPACE (REQ'D = 1,200 SF) (N) ACCESSORY DWELLING UNIT 1512 N BAKER ST UNIT #2 SANTA ANA, 92706 3 BD + 2 BA 1,000 SF (N) 100 AMP ELECTRICAL PANEL (N) CONDENSING UNIT ON CONCRETE PAD (E) POWER POLE IRRIGATION: (E) POP-UP SPRINKLER (E) 6' SOLID MASONRY WALL (E ) C U R B C U T A N D D R I V E W A Y (E) LANDSCAPE AND HARDSCAPE TO REMAIN CONCRETE PATHWAY GRASS SAND CONCRETE PATHWAY CO N C R E T E P A T H W A Y (N) RECESSED TANKLESS WATER HEATER. PROVIDE DEDICATED 125V, 20A GFCI RECEPTACLE CONNECTED TO PANEL WITH A 120/240V 3-CONDUCTOR 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3' OF THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER. TOTAL SITE : 7,733 SF (E) HOUSE: 786 SF (N) ADU: 1,000 SF (E) MAIN HOUSE 1512 N BAKER ST SANTA ANA, 92706 2 BD + 1 BA 786 SF V.I.F. APPROX. 15' - 1 1/2" PORCH (E) ELECTRICAL PANEL. UPGRADE TO 200 AMP (E) TANKLESS WATER HEATER 50' - 0" 15 4 ' - 8 " REFER TO CIVIL DRAWINGS FOR SAND BAG LAYOUT EA S E M E N T 5' - 0 " P U E NOTES: • LOT SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION.THE GRADE SHALL FALL NOT FEWER THAN 6 INCHES WITHIN THE FIRST 10 FEET. IMPERVIOUS SURFACE MAY BE MIN 2%SLOPE. DRAINS OR SWALES SHALL BE PROVIDED WHERE 10' DISTANCE CAN'T BE PROVIDED. • THE ADU SHALL HAVE ADDRESS NUMBERS/UNIT IDENTIFICAT ION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY AND AT THE ENTRY DOOR IF THE ENTRY DOOR IS NOT VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS AND LETTERS SHALL CONTRAST WITH BACKGROUND, BE NUMBERS OR ALPHABETICAL LETTERS AND BE A MINIMUM OF 4”HIGH WITH A MINIMUM STROKE OF ½” 1' - 8" FUTURE HEAT PUMP WATER HEATER LOCATION WITH BOTH ENDS OF UNUSED CONDUCTOR LABELED AS "SPARE" AND ELECTRICALLY ISOLATED, A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE PANEL WITH WORDS "FUTURE 240V USE", AND A CONDENSATE DRAIN NO MORE THAN 2" HIGHER THAN BASE OF INSTALLED WATER HEATER AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE 2.5'x2.5' 1/ 2 " W A T E R WA T E R M E T E R GAS METER 1 1 / 2 " G A S 3" M I N S E W E R , V . I . F ELECTRICAL LINE WA T E R L I N E SE W E R T O ( E ) L A T E R A L M I N 1 / 4 " P E R F O O T GA S T O ( E ) G A S M E T E R 4" / 12" 4" / 1 2 " 4" / 12" TOTAL SITE COVERAGE: 1,000 + 786 = 1,786 SF ALLOWED COVERAGE: 35% = 7,733 (0.35) + 800 (SEC41-194.3E) = 3,506 SF 4" / 1 2 " 4" / 12" TY P . 1' - 0 " 4" / 1 2 " 1' - 0" ROOFING MATERIAL: CLASS A -ASPHALT SHINGLE OWENS CORNING, TRU DEFINITION DURATION ESTATE GRAY OR EQUAL UL 790 CLASS A FIRE RESISTANCE ICC-ES AC438 INSTALLATION OF ROOFING SHALL BE IN ACCORDNACE WITH MANUFACTURER'S SPECIFICATIONS ATTIC VENT REQUIREMENT" ATTIC SF = 1,000 SF REQUIRED = 1000 X 1/150 = 6.67 SF OR 960 SQ IN PROVIDED = (5) 14x14 ROOF VENTS VENT OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH WITH 1/16" MIN TO 1/4" MAX OPENINGS. A MIN OF 1" AIRSPACE MUST BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATIONS OF THE VENTS 4' - 0" 1 HR UNDERSIDE 1' - 0" 1 HR UNDERSIDE 1' - 0" 4' - 0" BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 10 / 2 8 / 2 0 2 4 1 1 : 2 9 : 4 5 A M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T EX I S T I N G & P R O P O S E D SI T E P L A N S A-1.1 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 SCALE:1/8" = 1'-0"A-1.1 1 EXISTING SITE PLAN SCALE:1/8" = 1'-0"A-1.1 2 PROPOSED SITE PLAN SCALE:1/8" = 1'-0"A-1.1 3 PROPOSED ROOF PLAN NO R T H NO R T H NO R T H 1 1 1 1 1 1 1 1 1 1512 N Baker St & Unit # 21/6/2025 D TV TDAFF AF F AFF AFCI AFF AFCI AFF AF C I AF F AF C I AF F AF C I AF F AFCI AFF AF C I AF F AFCI AFF AFCI AFF AFCI AFF AFF AF C I AF F USB AFF GF C I AF F GF C I AF F GF C I AF F GF C I AF F GFCI AFF GFCI AFF GFCI AFF 5 A-3.1 6 A-3.1 2' - 6"2' - 6" 2' - 6 " 2' - 6 " 2' - 6"2' - 6" 2' - 6 " 2' - 6 " 3' - 2"3' - 2" 2' - 1 0 " EQ EQ 1' - 6 1 / 2 " 1' - 8" EQ E Q EQ EQ 4' - 5 " 3' - 4" 5' - 6" 5' - 6" 5' - 6" 3' - 4 " EQ EQ EQ E Q 2' - 0"4' - 0" 22"x30" MIN ACCESS PANEL +CO 20' MIN GAS COOKTOP: INCLUDE A DEDICATED 240V BRANCH CIRCUIT WIRING WITHIN 3' FROM THE COOKTOP AND ACCESSIBLE WITH NO OBSTRUCTIONS. CIRCUIT CONDUCTORS SHALL BE RATED AT 50A MIN. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." MAIN ELECTRICAL PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE KITCHEN HOOD WITH 85%CE OR 280 CFM DRYER: INCLUDE A DEDICATED 240V BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3' FROM THE DRYER AND ACCESSIBLEWITH NO OBSTRUCTIONS. CIRCUIT CONDUCTORS SHALL BE RATED AT 30A MIN. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." MAIN ELECTRICAL PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE." RECESSED LIGHT FIXTURE RCP / ELECTRICAL LEGEND SMOKE / CARBON MONOXIDE DETECTOR -HARDWIRE WITH BATTERY BACK UP. INSTALLED PER MANUFACTURERS SPECIFICATIONS CEILING RECESSED SPEAKERS DUPLEX CONVENIENCE OUTLET @ 14" ABOVE FINISHED FLOOR U.N.O. AFCI: DUPLEX OUTLET WITH ARC FAULT INTERRUPTER GFI/GFCI: DUPLEX CONVENIENCE OUTLET WITH GROUND FAULT INTERRUPTER USB: UNIVERSAL SERIAL BUS AFCI GFI SINGLE POLE ELECTRICAL SWITCH @ 42" ABOVE FINISH FLOOR S 3-WAY ELECTRICAL SWITCH @ 42" ABOVE FINISH FLOOR S 3 CEILING FAN WITH BUILT IN LIGHTING, INSTALLED PER MANUFACTURERS SPECIFICATIONS COMBINATION EXHAUST FAN AND LIGHT (50CFM TO OUTSIDE) FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF BUILDING. FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL 1. ALL SWITCHES UNLESS NOTED OTHERWISE SHALL BE LOCATED 42" A.F.F. 2. THE MAIN ELECTRICAL SERVICE PANEL RATING OF 200 AMPS. THE MAIN SERVICE PANEL SHALL HAVE A MINIMUM BUSBAR A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE SOLAR ELECTRIC INSTALLATION. THE RESERVED SPACE SHALL BE POSITIONED AT THE OPPOSITE (LOAD) END FROM THE INPUT FEEDER LOCATION OR MAIN CIRCUIT LOCATION AND SHALL BE PERMANENTLY MARKED AS “FOR FUTURE SOLAR ELECTRIC” 3. ENERGY STORAGE SYSTEM (ESS) READY. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: A) ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED -UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR B) A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANEL BOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH VACANCY SENSORS VS +CO PENDANT LIGHT FIXTURE SURFACE MOUNTED LIGHT FIXTURE WALL MOUNTED LIGHT FIXTURE EXTERIOR FLOOD LIGHT USB QUADRUPLEX CONVENIENCE OUTLET @ 14" ABOVE FINISHED FLOOR U.N.O. IN ETHERNET PORT TELEVISION DOORBELL THERMOSTAT TELEPHONE TV DB T H T S D DIMMER CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1 INCH. THE PANEL BOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED "SUBPANEL SHALL INCLUDE ALL BACKED -UP LOAD CIRCUITS." A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANEL BOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET. THE MAIN PANEL BOARD SHALL HAVE A MINIMUM BUS BAR RATING OF 225 AMPS. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANEL BOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANEL BOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. 4. SMOKE DETECTOR AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED TO EACH TYPE SUCH THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS A-3.1 1 A-3.14 A-3.1 3 A-3.1 2 5 A-3.1 6 A-3.1 MICROWAVE/HOOD ABOVE RANGE GARBAGE DISPOSAL DISHWASHER 4"6"EQ EQ 2" 0" 3' - 3 " 6' - 0" 2' - 10 1/2" 6' - 0 " W07 W08 W07 W07 W07W07W07 W03 101 10 2 10 4 10 3 10 7 10 5 10 6 108110 10 9 BEDROOM #1 BEDROOM #2 BEDROOM #3 BATHROOM BATHROOM LIVING ROOMKITCHEN AND DINING 11' - 0 1/2"11' - 10" 4' - 1 0 " 5' - 0" 3' - 2" DENOTES COMMON SPACE 456 SF LA U N D R Y DENOTES PRIVATE SPACE (EXCLUDES BATHROOMS) 450 SF CONC. PORCH 7' - 0" 03 8 2' - 0"1' - 3 1/2" W07 6" W07 4 1 / 2 " 8" 2' - 6" 1' - 6" 1' - 5" 2' - 10" 30" MIN 2' - 11" 1' - 3 " 1 ' - 3 " 30 " M I N 2' - 6 " 24" MIN24 " M I N T T T TEMPERED GLASS NOTES: • WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72" ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS OTHER THAN STRUCUGTRAL ELEMENTS ARE TO BE MOISTURE RESISTANT. NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 SF. IN. OF FLOOR AREA AND ENCOMPASS 30" DIAMETER CIRCLE • SEE AGING-IN-PLACE AND FALL PROTECTION GUIDELINES ON G-0.0 -4" CONCRETE LANDING 3' - 0 " 3' - 0" 5' - 0" 5' - 0" BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 10 / 2 8 / 2 0 2 4 1 1 : 2 9 : 4 6 A M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T EN L A R G E D F L O O R P L A N & R C P A-2.1 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 NO R T H NO R T H SCALE:1/4" = 1'-0"A-2.1 2 REFLECTED CEILING PLAN & ELECTRICAL PLAN SCALE:1/4" = 1'-0"A-2.1 1 PROPOSED FLOOR PLAN 1 1 1 GENERAL NOTES: • STUCCO IS TO BE APPLIED WITH A 3-COAT APPLICATION WHEN APPLIED OVER METAL LATH OR WIRE LATH PER CRC R703.6.2. • 2 LAYERS OF GRADE “D”PAPER UNDER CEMENT PLASTER COVERING WHEN APPLIED OVER WOOD SHEATHING PER CRC R703.6.3. • WEEP SCREED AT THE BOTTOM OF STUCCO WALLS WILL BE A MINIMUM OF 4”ABOVE EARTH OR 2”ABOVE PAVED AREAS PER CRC R703.6.2.1. 1 1 1 1 1 1512 N Baker St & Unit # 21/6/2025 LEVEL 01 0" (N) ROOF 9' - 0" 6 A-3.1 LEVEL 00 -6" 7' - 0 " 4' - 0 " 13 ' - 4 1 / 2 " 15 ' - 5 " (E) WALL/FENCE (E) WALL/FENCE ENTRY PORCH 2' - 2 " WOOD SIDING LEVEL 01 0" (N) ROOF 9' - 0" 5 A-3.1 LEVEL 00 -6" 4" 8 ' - 0 " 7' - 0 " AP P R O X . 1 5 ' - 5 " RETURN 1' - 2" WOOD SIDING LEVEL 01 0" (N) ROOF 9' - 0" 6 A-3.1 LEVEL 00 -6" 4" 8 ' - 0 " TY P . 2' - 2 " 13 ' - 4 1 / 2 " 15 ' - 5 " PLASTER TO MATCH MAIN HOUSE (N) CONDENSING UNIT (N) RECESSED TANKLESS WATER HEATER (N) ELECTRICAL PANEL(E) WALL/FENCE (E) WALL/FENCE 2' - 1 " 2' - 10" 2' - 2 " 6' - 8 " LEVEL 01 0" (N) ROOF 9' - 0" 5 A-3.1 LEVEL 00 -6" PLASTER 2' - 2 " 3' - 8 " TY P . 2' - 2 " AP P R O X . 1 5 ' - 5 " (N) CONDENSING UNIT (E) WALL/FENCE (E) WALL/FENCE RETURN 1' - 0" AL I G N CLASS A SHINGLES MATCH MAIN HOUSE LEVEL 01 0" (N) ROOF 9' - 0" 6 A-3.1 SEE STRUCTURAL 9' - 0 " LEVEL 00 -6" R19 WALL, TYP AT ALL EXT WALLS R30 ROOF ASSEMBLY LEVEL 01 0" (N) ROOF 9' - 0" 5 A-3.1 SEE STRUCTURAL LEVEL 00 -6" R19 WALL, TYP AT ALL EXT WALLS R30 ROOF ASSEMBLY RADIANT BARRIER UNDER TOP SIDE OF TRUSS AND UNDER SHEATHING. SHALL BE PROVIDED NO LESS THAN 30% UPPER VENTS AND INSTALLED ON VERTICAL ATTIC SURFACES AND GABLE ENDS BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 10 / 2 8 / 2 0 2 4 1 1 : 2 9 : 4 6 A M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T EL E V A T I O N S A N D SE C T I O N S A-3.1 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 SCALE:1/4" = 1'-0"A-3.1 1 EAST ELEVATION SCALE:1/4" = 1'-0"A-3.1 2 SOUTH ELEVATION SCALE:1/4" = 1'-0"A-3.1 3 WEST ELEVATION SCALE:1/4" = 1'-0"A-3.1 4 NORTH ELEVATION NOTES: ROOF: ASPHALT SHINGLE ROOF COLOR AND MATERIAL TO MATCH MAIN DWELLING. FASCIA TO MATCH EXISTING MAIN DWELLING OPENINGS: DOORS, WINDOW, WINDOW FRAMES, MULLIONS TO MATCH EXISTING MAIN DWELLING SCALE:1/4" = 1'-0"A-3.1 5 SECTION A1 SCALE:1/4" = 1'-0"A-3.1 6 SECTION B1 1 1 1 1 1 1512 N Baker St & Unit # 21/6/2025 BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 10 / 2 8 / 2 0 2 4 1 1 : 3 2 : 1 9 A M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T DO O R A N D W I N D O W SC H E D U L E A-5.1 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 _DOOR AND FRAME SCHEDULE_ NUMBER DOOR PANEL COMMENTSWIDTH HEIGHT GLAZING 101 3' - 0" 6' - 8" ENTRY DOOR TO MATCH MAIN HOUSE 102 2' - 10" 6' - 8" 103 2' - 10" 6' - 8" 104 2' - 10" 6' - 8" 105 CLOSET BI-PASS 106 CLOSET BI-PASS 107 2' - 8" 6' - 8" 108 2' - 10" 6' - 8" 109 YES SLIDING, TEMPERED 110 YES SLIDING, TEMPERED 118 1' - 10" 6' - 8" CLOSET Grand total: 11 _WINDOW SCHEDULE_ FRAME FRAME COMMENTSTYPE MATERIAL DEPTH Width Height W03 VINYL 6" 3' - 0" 4' - 0" SINGLE HUNG, DUAL GLAZING, LOW-E W07 VINYL 6" 3' - 0" 4' - 6" SINGLE HUNG, DUAL GLAZING, LOW-E, EMERGENCY ESCAPE W08 VINYL 6" 2' - 0" 3' - 0" SINGLE HUNG, DUAL GLAZING, LOW-E Grand total: 10 SCALE:12" = 1'-0" Window Flashing SCALE:6" = 1'-0" Door Head Flashing EMERGENCY ESCAPE/EXIT WINDOWS (R310.1) NOTE: WINDOW TRIM PROFILE, MATERIAL, COLOR AND GRID TO MATCH MAIN HOUSE'S NOTE: DOOR TRIM PROFILE AND COLOR TO MATCH MAIN HOUSE'S 6' - 0" 6' - 8" 6' - 0" 6' - 8" 1 1512 N Baker St & Unit # 21/6/2025 RO O F A N D F O U N D A T I O N P L A N S RE S I D E N T I A L P R O J E C T BEDROOM #1 BEDROOM #2 BEDROOM #3 BATHROOM BATHROOM LIVING ROOM KITCHEN AND DINING LA U N D R Y 1512 N Baker St & Unit # 21/6/2025 ST R U C T U R A L D E T A I L S RE S I D E N T I A L P R O J E C T 1512 N Baker St & Unit # 21/6/2025 ST R U C T U R A L N O T E S RE S I D E N T I A L P R O J E C T 1512 N Baker St & Unit # 21/6/2025 BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 6/ 2 8 / 2 0 2 4 4 : 0 0 : 4 2 P M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T GR E E N B U I L D I N G GN-1.0 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 1512 N Baker St & Unit # 21/6/2025 BE N J A M I N T A L P O S REVISIONS SH E E T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 6/ 2 8 / 2 0 2 4 4 : 0 0 : 4 3 P M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA K E R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T GR E E N B U I L D I N G GN-2.0 Is s u e D a t e : 0 5 / 0 9 / 2 0 2 4 15 1 2 N B A K E R S T U N I T S A N T A A N A , C A 9 2 7 0 6 15 1 2 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 GENERAL INFORMATION 01 Project Name 21199 02 Run Title Title 24 Analysis 03 Project Location 1512 BAKER ST 04 City SANTA ANA 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.3 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 3 14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3 18 Total Cond. Floor Area (ft2)1000 19 Glazing Percentage (%)25.40% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type All electric 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 This building incorporates one or more Special Features shown below 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Source Energy (EDR1) Efficiency1 EDR (EDR2efficiency) Total2 EDR (EDR2total) Standard Design 31 38.1 26.3 Proposed Design 30.6 35.7 25.2 0.4 2.4 1.1 RESULT3: PASS 1Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded •Standard Design PV Capacity: 2.30 kWdc •PV System resized to 2.30 kWdc (a factor of 2.296) to achieve 'Standard Design PV' PV scaling 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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 0.38 1.78 1.15 8.21 -0.77 -6.43 Space Cooling 1 26.49 0.52 21.02 0.48 5.47 IAQ Ventilation 0.46 4.85 0.46 4.85 0 0 Water Heating 2.03 21.44 1.65 17.06 0.38 4.38 Self Utilization/Flexibility Credit 0 0 0 0 Efficiency Compliance Total 3.87 54.56 3.78 51.14 0.09 3.42 Photovoltaics -2.52 -76.04 -2.52 -75.45 Battery 0 0 Flexibility 0 Indoor Lighting 0.86 8.06 0.86 8.06 Appl. & Cooking 2.27 25.84 2.25 25.59 Plug Loads 5.47 55.75 5.47 55.75 Outdoor Lighting 0.2 1.75 0.2 1.75 TOTAL COMPLIANCE 10.15 69.92 10.04 66.84 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 16.89 15.97 0.92 5.45 Net EUI2 4.09 3.16 0.93 22.74 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 PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 2.3 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •Cool roof •Insulation below roof deck •Non-standard duct location (any location other than attic) •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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 •Quality insulation installation (QII) •Indoor air quality ventilation •Minimum Airflow •Verified EER/EER2 •Verified SEER/SEER2 •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •Duct leakage testing •Ducts located entirely in conditioned space confirmed by duct leakage testing 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 21199 1000 1 3 1 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 (N) ADU Conditioned (N) HVAC1 1000 9 DHW Sys 1 New OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Front wall (N) ADU R-15 Wall 180 Front 279 60 90 Left wall (N) ADU R-15 Wall 270 Left 360 94 90 Rear wall (N) ADU R-15 Wall 0 Back 279 84 90 Right wall (N) ADU R-15 Wall 90 Right 360 36 90 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door Area (ft2)Tilt (deg) Roof Attic (N) ADU R-38 + R-13 Roof Attic n/a n/a 1000 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic (N) ADU Attic Roof(N) ADU Ventilated 5 0.21 0.92 Yes Yes FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading SLD 109 Window Front wall Front 180 1 40 0.3 NFRC 0.23 NFRC Bug Screen SLD 110 Window Left wall Left 270 1 40 0.3 NFRC 0.23 NFRC Bug Screen W07 Window Left wall Left 270 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 2 Window Left wall Left 270 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 3 Window Left wall Left 270 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 4 Window Rear wall Back 0 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 5 Window Rear wall Back 0 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 6 Window Rear wall Back 0 1 18 0.3 NFRC 0.23 NFRC Bug Screen W07 7 Window Rear wall Back 0 1 18 0.3 NFRC 0.23 NFRC Bug Screen W08 Window Rear wall Back 0 1 12 0.3 NFRC 0.23 NFRC Bug Screen W03 Window Right wall Right 90 1 18 0.3 NFRC 0.23 NFRC Bug Screen 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Source Exterior Shading W07 8 Window Right wall Right 90 1 18 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D101 Front wall 20 0.5 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade (N) ADU 1000 146 none 0 80%No 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 0.095 Inside Finish: Gypsum Board Cavity / Frame: R-15 / 2x4 Exterior Finish: 3 Coat Stucco Attic Roof(N) ADU Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-0.0 insul. 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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-38 + R-13 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 16 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board 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 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem Rheem HPLD40-1RH Outside (N) ADU (N) ADU 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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 Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type (N) HVAC1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback 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 Heat Pump System 1 Central split HP 1 HSPF 9 24400 22500 EERSEER 24 14 Not Zonal Single Speed Heat Pump System 1-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 Heat Pump System 1-hers-htpump Required 350 Required Required No Yes Yes Yes 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Name Type Design Type Duct Ins. R-value Duct Location Surface Area Bypass Duct Duct Leakage HERS Verification Supply Return Supply Return Supply Return Air Distribution System 1 Conditioned space-entirely Non-Verified R-6 R-6 Conditi oned Zone Conditi oned Zone n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Required Not Required Not Required Credit not taken Not Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.33 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.33 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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 IAQVentRpt 59 0.35 Exhaust No n/a / n/a No Yes 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E Project Name:21199 Calculation Date/Time:2024-07-02T10:32:26-07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:ADU NO GARAGE Z8.ribd22x 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: 2024-07-02 10:33:03 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: Truong Dong Dong Engineering 07/02/2024 10692 silver cir garden grove, CA 92843 (714) 204-2874 Truong Dong Dong Engineering 07/02/2024 10692 silver cir N/A garden grove, CA 92843 (714) 204-2874 424-P010120712A-000-000-0000000-0000 07/02/2024 10:49 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. 1512 N Baker St & Unit # 21/6/2025 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 21199 AD U 15 1 2 B A K E R S T , U N I T # 2 SA N T A A N A , C A 9 2 7 0 6 DATE REVISIONSNO: 1512 N Baker St & Unit # 21/6/2025 RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: TEL- 714-617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 21199 AD U 15 1 2 B A K E R S T , U N I T # 2 SA N T A A N A , C A 9 2 7 0 6 DATE REVISIONSNO: 1512 N Baker St & Unit # 21/6/2025 SS SS SS SS SS W W W W W W SS SS SS SS SS SS SS SS W W W W W B B A A RESTRICTIVE NOTICE DATE REVISIONS SHEET DESCRIPTION PROJECT OWNER PROJECT ADDRESS STAMP NO: REVISIONS THESE DESIGNS, DRAWINGS, AND SPECIFICATIONS ARE THE EXCLUSIVE PROPERTY OF DONG ENGINEERING. THESE DRAWINGS CANNOT BE COPIED, TRANSFERRED, OR REPRODUCED NOR CAN ANY OTHER STRUCTURES BE BUILT FROM THEM WITHOUT WRITTEN CONSENT. SHEET DE#: 21199 TEL- (714) 617-5979 GARDEN GROVE, CA 92841 7661 GARDEN GROVE BLVD., DONG ENGINEERING, INC. INFO@DONGENGINEERING.COM 15 1 2 N B A K E R S T , S A N T A A N A , C A 9 2 7 0 6 DR A I N A G E P L A N 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 SANTA ANA CITY COUNCIL Mayor vamezcua@santa-ana.org Mayor Pro Tem, Ward 1 tphan@santa-ana.org Ward 2 bvazquez@santa-ana.org Ward 3 jessielopez@santa-ana.org Ward 4 pbacerra@santa-ana.org Ward 5 jryanhernandez@santa-ana.org MAYOR Valerie Amezcua MAYOR PRO TEM Thai Viet Phan COUNCILMEMBERS Phil Bacerra Johnathan Ryan Hernandez Jessie Lopez David Penaloza Benjamin Vazquez CITY OF SANTA ANA PLANNING AND BUILDING AGENCY 20 Civic Center Plaza ● P.O. Box 1988 Santa Ana, California 92702 www.santa-ana.org ACTING CITY MANAGER Alvaro Nuñez CITY ATTORNEY Sonia R. Carvalho CITY CLERK Jennifer L. Hall June 10, 2024 Also sent via email to: syquocdo@gmail.com Dung Nguyen 1512 N. Baker Street, Santa Ana, CA 92706 Subject: Address Assignment for new detached Accessory Dwelling Unit (ADU) located at 1512 N. Baker Street (405-251-08) in Santa Ana, CA Dear Mr. Nguyen, The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for new attached ADU located at 1512 N. Baker Street (405-251-08). Notice is hereby given that the following assigned address(es) shall be posted onsite per the approved address plan, attached hereto as Exhibit A. Address(es) to be Activated/Posted To subdivide commercial and/or residential units into multiple units, a building permit (and all other associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified during inspections by the Building Safety Division. Please update your records accordingly. Should you have any questions, feel free to contact me by phone at 714-667-2728 or by email at CSantana@santa-ana.org. Sincerely, Cristian Santana Assistant Planner I Exhibit A – Address Plan 1512 N Baker St & Unit # 21/6/2025 Address Letter for 1512 N. Baker Street Page 2 of 2 c: Vencent Quaglia, United States Post Office Chris Tuiolosega, United States Post Office Cipriano Corona, Marketing Manager, United States Post Office Alex Alvarez, Postmaster Santa Ana, United States Post Office Federal Express, Administration Cathy Joseph, Garden Grove Unified School District Christine Hy, Garden Grove Unified School District Cathy Slader, Orange Unified School District Orin Williams, Santa Ana Unified School District Yvette Miranda, Santa Ana Unified School District Cristina Bernal, Tustin Unified School District Orange County Fire Authority Neal Kelly, Registrar of Voters Members, Board of Supervisors Southern California Gas Company Southern California Edison Company Claude Parrish, County Assessor's Office SAG, AT&T UPS, Administration City Manager’s Office Beverly Martin, Police Community Services Specialist Boris Duran, Police Systems Manager Jennifer Mendoza, Police Communications Manager Chris Hubbard, Police Systems Support Analyst Alejandra Gutierrez, Treasury & Customer Services Manager Hector Jimenez, Revenue Supervisor Alfonso Chavez, Utilities Customer Services Supervisor Judson Brown, Housing & Neighborhood Development Manager Rudy Rosas, Principal Civil Engineer Zdenek (Zed) Kekula, Principal Civil Engineer Jason Kwak, Building Safety Manager Evelyn LaRocca, Permit Supervisor Kathy Hernandez, Permit Technician Julie Amsden, Permit Technician Ali Pezeshkpour, Planning Manager Jerry Guevara, Senior Planner Yvette Portugal, Code Enforcement Principal Sergio Verino, Code Enforcement Principal 1512 N Baker St & Unit # 21/6/2025 (E) GARAGE TO BE REMOVED (E) MAIN HOUSE 1512 N BAKER ST SANTA ANA, 92706 2 BD + 1 BA 786 SF 9' - 10" 16 ' - 6 " 17 ' - 9 " 25 ' - 9 " 30 ' - 0 " 98 ' - 1 1 " (E) POWER POLE (E ) C U R B C U T A N D D R I V E W A Y (E) LANDSCAPE AND HARDSCAPE TO REMAIN TOTAL SITE : 7,733 SF (E) HOUSE: 786 SF ZONING: R1 EASEMENTS: 5' REAR PUE (E) 6' SOLID MASONRY WALL GRASS SAND 15 4 ' - 8 " 5' - 0" 5' - 3 1/2" (E) ELECTRICAL PANEL (E) TANKLESS WATER HEATER 50' - 0" EASE MENT 5' - 0 " PUE 5' - 0"26' - 11 1/4"13' - 0 3/4"5' - 0" 4' - 0 " 14' - 9 " 12' - 4 3 /4 " 26 ' - 2" 1,408 SF OPEN SPACE (REQ'D = 1,200 SF) (N) ACCESSORY DWELLING UNIT 1512 N BAKER ST UNIT #2 SANTA ANA, 92706 3 BD + 2 BA 1,000 SF (N) ELECTRICAL PANEL (N) CONDENSING UNIT ON CONCRETE PAD (E) POWER POLE IRRIGATION: (E) POP-UP SPRINKLER (E) 6' SOLID MASONRY WALL (E ) C U R B C U T A N D D R I V E W A Y (E) LANDSCAPE AND HARDSCAPE TO REMAIN CONCRETE PATHWAY GRASS SAND CONCRETE PATHWAY CO NC R E T E P A T H W A Y (N) RECESSED TANKLESS WATER HEATER TOTAL SITE : 7,733 SF (E) HOUSE: 786 SF (N) ADU: 1,000 SF (E) MAIN HOUSE 1512 N BAKER ST SANTA ANA, 92706 2 BD + 1 BA 786 SF V.I.F. APPROX. 15' - 1 1/2" PORCH (E) ELECTRICAL PANEL (E) TANKLESS WATER HEATER 50' - 0" 15 4' - 8 " REFER TO CIVIL DRAWINGS FOR SAND BAG LAYOUT EASE MENT 5' - 0" PUE 4" / 12" 4" / 1 2 " 4" / 12" TOTAL SITE COVERAGE: 1,000 + 786 = 1,786 SF ALLOWED COVERAGE: 35% = 7,733 (0.35) + 800 (SEC41-194.3E) = 3,506 SF 4" / 1 2 " 4" / 12" TYP. 1' - 0" 4" / 1 2 " 1' - 0" ROOFING MATERIAL: CLASS A -ASPHALT SHINGLE OWENS CORNING, TRU DEFINITION DURATION ESTATE GRAY OR EQUAL UL 790 CLASS A FIRE RESISTANCE ICC-ES AC438 INSTALLATION OF ROOFING SHALL BE IN ACCORDNACE WITH MANUFACTURER'S SPECIFICATIONS ATTIC VENT REQUIREMENT" ATTIC SF = 1,000 SF REQUIRED = 1000 X 1/150 = 6.67 SF OR 960 SQ IN PROVIDED = (5) 14x14 ROOF VENTS VENT OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANT WIRE MESH WITH 1/16" MIN TO 1/4" MAX OPENINGS. A MIN OF 1" AIRSPACE MUST BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT THE LOCATIONS OF THE VENTS BE N JA M I N T A L P O S REVISIONS SH EE T N A M E : 3438 W. 76th ST LOS ANGELES, CA 90043 5/ 9/ 2 0 2 4 1 : 5 0 : 2 5 P M C: \ U s e r s \ a k o n g \ D r o p b o x \ a s A R C H I T E C T S \ 1 5 1 2 N B a k e r S t ( J i m m y A D U ) \ 1 5 1 2 B a k e r A D U _ R 2 0 2 2 _ 2 4 0 5 0 9 . r v t BA KE R S T R E E T N E W A D U BU I L D I N G P E R M I T SE T EX I S T I N G & P R O P O S E D SI TE P L A N S A-1.1 Is su e D a t e : 0 5 / 0 9 / 2 0 2 4 15 12 N B A K E R S T U N I T # 2 . S A N T A A N A , C A 9 2 7 0 6 SCALE:1/8" = 1'-0"A-1.1 1 EXISTING SITE PLAN SCALE:1/8" = 1'-0"A-1.1 2 PROPOSED SITE PLAN SCALE:1/8" = 1'-0"A-1.1 3 PROPOSED ROOF PLAN NO RT H NO RT H NO RT H TBD TBD Remove Watermark Wondershare PDFelement Exhibit A 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 O R A N G E C O U N T Y F I R E A U T H O R I T Y Plan Submittal Criteria Form Required for Single Family or Duplex Residences (Use Commercial form for lots with 3+ dwelling units or new residential tracts) Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification. Project Information New Single Family Residence/Duplex Addition/Remodel ADU Other Address: Unit #: City or Unincorporated County Area: ZIP: Scope of Work: Existing Area to Total Resulting Stories: Area Added in Past 2 Years Yes No Questionnaire OCFA Plan Type if “Yes” 1. New – Is this a new single family residence or duplex? *(PR160) Residential Site with Water Availability 2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire sprinkler retrofit based on a threshold set by local ordinance? (PR400-402) Fire Sprinkler 4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than *(PR160) Residential Site 5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non- sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all *(PR160) Residential Site with Water Availability 6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed (PR400-402) Fire Sprinkler Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold *(PR160) Residential Site (PR400-402) Fire Sprinkler 8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department access roadway, or a driveway or road that serves more than a single home/duplex? (PR180) Gate 9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000 *(PR160) Residential Site *(PR172-174) Methane Test/Mitigation Plans 10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation, or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as *(PR125) Fuel Modification (PR182) Accessory Structure *OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals. Applicant Certification I certify, under penalty of perjury, under the laws of the State of California, that the information above is true: Print Name:_______________________________________ Signature:___________________________________________ Date:______________ Phone Number:_____________________________________________ Email:_____________________________________________________________ Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required. ______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes” and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination. For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100 SFR 1512 N Baker St & Unit # 21/6/2025 1512 N Baker St & Unit # 21/6/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 MiTek, Inc. Re: The truss drawing(s) referenced below have been prepared by MiTek USA, Inc. under my direct supervision based on the parameters provided by World International Truss. April 21,2025 Zhao, Xiaoming Pages or sheets covered by this seal: R87778788 thru R87778796 My license renewal date for the state of California is September 30, 2026. 250065-A 250065 1512 N Baker ADU IMPORTANT NOTE: The seal on these truss component designs is a certification that the engineer named is licensed in the jurisdiction(s) identified and that the designs comply with ANSI/TPI 1. These designs are based upon parameters shown (e.g., loads, supports, dimensions, shapes and design codes), which were given to MiTek or TRENCO. Any project specific information included is for MiTek's or TRENCO's customers file reference purpose only, and was not taken into account in the preparation of these designs. MiTek or TRENCO has not independently verified the applicability of the design parameters or the designs for any particular building. Before use, the building designer should verify applicability of design parameters and properly incorporate these designs into the overall building design per ANSI/TPI 1, Chapter 2. Deferred submittal to #101120504 Trusses permit #101122958 APPROVALS: BLDG - CSG 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 412 =3x10 =3x10 =2.5x4 =3x4 =3x8 =M18AHS 7x14 = 4x6 = 3x6 =M18AHS 7x14 =2.5x4 =4x8 = 7x10 =4x8 =3x4 =2.5x4 =3x12 9 81 33 16 34 15 35 36 14 37 13 38 39 12 40 41 11 42 10 43 32213122 2 7 4 25 26 27 28 5 24 29 30 233 6 0-0-5 18-11-9 0-0-5 8-0-0 1-0-0 27-11-4 3-3-9 18-11-4 3-3-9 11-3-9 3-11-5 3-11-5 3-11-5 26-11-4 4-4-3 15-7-11 4-0-6 22-11-15 4-0-6 7-11-11 3-0-1 6-11-6 3-0-1 22-11-15 3-11-5 3-11-5 3-11-5 26-11-4 4-4-3 19-11-14 4-4-3 15-7-11 4-4-3 11-3-9 3- 3 - 9 0- 3 - 1 5 0- 3 - 9 2- 8 - 4 2- 8 - 4 0- 3 - 9 2- 1 1 - 1 3 Scale = 1:50.6 Plate Offsets (X, Y): [1:0-10-1,0-0-2], [1:0-7-10,0-3-3], [3:0-4-10,0-3-0], [6:0-4-8,Edge] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.32 Vert(LL) -0.18 12-14 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.50 Vert(CT) -0.67 12-14 >480 240 M18AHS 169/162 BCLL 0.0 * Rep Stress Incr NO WB 0.36 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-MS Wind(LL) 0.19 12-14 >999 240 Weight: 310 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G *Except* 3-6:2X8 DF SS G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied or 4-8-15 oc purlins, except 2-0-0 oc purlins (6-0-0 max.): 3-6. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1= Mechanical, 8=0-5-8 Max Horiz 1=-43 (LC 10) Max Uplift 1=-408 (LC 12), 8=-412 (LC 12) Max Grav 1=2800 (LC 1), 8=3053 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-7946/1400, 2-3=-7840/1316, 3-4=-7440/1273, 4-5=-10127/1554, 5-6=-7755/1187, 6-7=-8170/1226, 7-8=-8399/1264, 8-9=0/25 BOT CHORD 1-16=-1261/7508, 15-16=-1261/7508, 14-15=-1410/10127, 12-14=-1384/10190, 11-12=-1384/10190, 10-11=-1136/7937, 8-10=-1136/7937 WEBS 2-16=-85/46, 2-15=-247/343, 3-15=-151/1766, 6-11=-138/1796, 7-11=-284/235, 7-10=-16/115, 4-15=-3091/382, 4-14=0/463, 5-14=-149/19, 5-12=0/391, 5-11=-2810/444 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc, 2x8 - 2 rows staggered at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-12 to 3-0-12, Interior (1) 3-0-12 to 6-11-6, Exterior(2R) 6-11-6 to 11-3-9, Interior (1) 11-3-9 to 19-11-14, Exterior(2R) 19-11-14 to 24-2-13, Interior (1) 24-2-13 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) Bearings are assumed to be: , Joint 8 DF SS . 11) Refer to girder(s) for truss to truss connections. 12) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 408 lb uplift at joint 1 and 412 lb uplift at joint 8. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 585 lb down and 297 lb up at 7-11-12, 198 lb down and 139 lb up at 10-0-12, 198 lb down and 143 lb up at 12-0-12, 198 lb down and 143 lb up at 13-5-10, 198 lb down and 143 lb up at 14-10-8, and 198 lb down and 139 lb up at 16-10-8, and 664 lb down and 263 lb up at 18-11-8 on top chord, and 87 lb down and 24 lb up at 2-0-12, 16 lb down at 4-0-12, 17 lb down and 9 lb up at 6-0-12, 111 lb down at 8-0-12, 112 lb down at 10-0-12, 112 lb down at 12-0-12, 112 lb down at 13-5-10, 112 lb down at 14-10-8, 112 lb down at 16-10-8, 111 lb down at 18-10-8, 97 lb down at 20-10-8, and 84 lb down at 22-10-8, and 174 lb down and 26 lb up at 24-10-8 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-76, 3-6=-76, 6-9=-76, 1-8=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778788 A California Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:21 Page: 1 ID:oeAYToKnHAPVRxcZ5uwrA8zmaJU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Vert: 16=-1 (F), 10=-47 (F), 23=-569, 24=-198, 25=-198, 27=-198, 28=-198, 29=-198, 30=-649, 33=-87 (F), 34=9 (F), 35=-87 (F), 36=-89 (F), 37=-89 (F), 38=-89 (F), 39=-89 (F), 40=-89 (F), 41=-87 (F), 42=-64 (F), 43=-174 (F) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778788 A California Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395,Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:21 Page: 2 ID:oeAYToKnHAPVRxcZ5uwrA8zmaJU-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 412 =3x8 =1.5x4 =3x4 = 3x4 =6x8 =4x6 =1.5x4 =3x8 = 3x4 =3x4 = 6x8 =3x4 =3x4 =1.5x4 =3x8 9 16 15 14 13 12 11 10 81 33 23 723224 3 25 4 26 272829 5 30 31 6 0-0-5 16-11-9 0-0-5 10-0-0 1-0-0 27-11-4 2-1-7 12-1-7 2-1-7 16-11-4 2-8-7 14-9-13 4-11-5 4-11-5 4-11-5 26-11-4 5-0-6 21-11-15 5-0-6 9-11-11 2-8-7 17-6-4 2-8-7 14-9-13 2-8-7 12-1-7 4-5-11 9-5-0 4-5-11 21-11-15 4-11-5 4-11-5 4-11-5 26-11-4 3- 1 1 - 9 0- 3 - 1 5 0- 3 - 9 3- 4 - 4 3- 4 - 4 0- 3 - 9 3- 7 - 1 3 Scale = 1:50.7 Plate Offsets (X, Y): [3:0-4-0,0-1-12], [6:0-4-0,0-1-12] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.24 Vert(LL) -0.14 12-13 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.45 Vert(CT) -0.52 12-13 >625 240 BCLL 0.0 * Rep Stress Incr YES WB 0.22 Horz(CT) 0.15 8 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.14 12-13 >999 240 Weight: 123 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-11-4 max.): 3-6. BOT CHORD Rigid ceiling directly applied. REACTIONS (size) 1= Mechanical, 8=0-5-8 Max Horiz 1=-54 (LC 10) Max Uplift 1=-161 (LC 12), 8=-209 (LC 12) Max Grav 1=1291 (LC 1), 8=1374 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3369/890, 2-3=-2813/782, 3-4=-2812/826, 4-5=-2812/826, 5-6=-2812/822, 6-7=-2809/788, 7-8=-3348/889, 8-9=0/25 BOT CHORD 1-16=-770/3166, 15-16=-770/3166, 13-15=-593/2631, 12-13=-643/2812, 11-12=-604/2627, 10-11=-774/3145, 8-10=-774/3145 WEBS 2-15=-573/233, 3-15=-37/315, 6-11=-35/313, 7-11=-555/226, 6-12=-101/394, 4-13=-197/111, 3-13=-98/389, 5-13=-81/79, 5-12=-259/108, 2-16=0/183, 7-10=0/180 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 9-6-12, Exterior(2R) 9-6-12 to 13-9-11, Interior (1) 13-9-11 to 17-4-8, Exterior(2R) 17-4-8 to 21-7-7, Interior (1) 21-7-7 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) Bearings are assumed to be: , Joint 8 DF No.1&Btr . 8) Refer to girder(s) for truss to truss connections. 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 161 lb uplift at joint 1 and 209 lb uplift at joint 8. 10) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 11) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 12) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 56 lb down and 131 lb up at 9-11-12, 64 lb down and 101 lb up at 12-0-12, 67 lb down and 105 lb up at 13-5-10, and 64 lb down and 101 lb up at 14-10-8, and 67 lb down and 131 lb up at 16-11-8 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-76, 3-6=-76, 6-9=-76, 17-20=-20 Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778789 A1 California 1 1250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1 ID:r6tGWzkMTkLgde1JTEM6nkzmagB-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 4 12 = 3x10 =1.5x4 =3x4 =5x10 = 5x8 =4x8 =3x8 =3x4 =1.5x4 =3x10 7 2625 11 10 9 8 61 24 18 2 5 2319 3 20 21 22 4 0-0-5 12-0-0 0-0-5 14-11-9 1-0-0 27-11-4 2-11-4 14-11-4 5-11-5 5-11-5 5-11-5 26-11-4 6-0-6 11-11-11 6-0-6 20-11-15 4-1-4 15-6-4 5-5-11 20-11-15 5-5-11 11-5-0 5-11-5 5-11-5 5-11-5 26-11-4 4- 7 - 9 0- 3 - 1 5 0- 3 - 9 4- 0 - 4 4- 0 - 4 0- 3 - 9 4- 3 - 1 3 Scale = 1:50.8 Plate Offsets (X, Y): [1:0-5-2,0-1-8], [3:0-4-0,0-1-4], [6:0-10-5,Edge], [10:0-4-4,0-3-0] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.54 Vert(LL) -0.15 9-10 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.61 Vert(CT) -0.55 9-10 >584 240 BCLL 0.0 * Rep Stress Incr NO WB 0.49 Horz(CT) 0.18 6 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.21 10 >999 240 Weight: 114 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-5-6 max.): 3-4. BOT CHORD Rigid ceiling directly applied. REACTIONS (size) 1=0-5-8, 6=0-5-8 Max Horiz 1=-66 (LC 39) Max Uplift 1=-497 (LC 47), 6=-544 (LC 48) Max Grav 1=1481 (LC 1), 6=1563 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3867/1685, 2-3=-3175/1274, 3-4=-2842/949, 4-5=-3050/1216, 5-6=-3846/1631, 6-7=0/25 BOT CHORD 1-11=-1648/3631, 9-11=-1648/3631, 8-9=-1575/3610, 6-8=-1575/3610 WEBS 2-11=0/224, 2-10=-720/260, 3-10=-41/399, 3-9=-253/128, 4-9=-101/483, 5-9=-833/254, 5-8=0/230 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 11-6-12, Exterior(2E) 11-6-12 to 15-6-4, Exterior(2R) 15-6-4 to 19-9-3, Interior (1) 19-9-3 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) The Fabrication Tolerance at joint 3 = 10% 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) All bearings are assumed to be DF No.1&Btr . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 497 lb uplift at joint 1 and 544 lb uplift at joint 6. 10) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 750.0 plf. 11) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 24-11-4 to 26-11-4 for 750.0 plf. 12) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 13) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 14) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 131 lb down and 212 lb up at 12-4-8, and 165 lb down and 68 lb up at 13-5-10, and 125 lb down and 212 lb up at 14-6-12 on top chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-76, 3-4=-76, 4-7=-76, 12-15=-20 Concentrated Loads (lb) Vert: 20=-107, 21=-165, 22=-107 Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778790 A2 California 2 1250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1 ID:jj_crY2a6MP73r?qrqJoxlznWSe-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 4 12 =3x8 =1.5x4 = 3x6 =3x6 =5x6 =3x6 =1.5x4 =3x8 6 9 8 7 51 19 16 2 4 17 18 3 1-0-0 27-11-4 6-3-15 13-5-10 6-3-15 19-9-9 7-1-11 7-1-11 7-1-11 26-11-4 8-5-4 17-8-4 9-3-0 9-3-0 9-3-0 26-11-4 5- 1 - 9 0- 3 - 1 5 4- 9 - 1 3 Scale = 1:50.1 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.43 Vert(LL) -0.13 9-12 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.60 Vert(CT) -0.62 9-12 >520 240 BCLL 0.0 * Rep Stress Incr YES WB 0.36 Horz(CT) 0.13 5 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.14 9-12 >999 240 Weight: 101 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size) 1= Mechanical, 5=0-5-8 Max Horiz 1=-76 (LC 10) Max Uplift 1=-147 (LC 12), 5=-195 (LC 12) Max Grav 1=1291 (LC 1), 5=1374 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-3140/750, 2-3=-2757/676, 3-4=-2749/667, 4-5=-3129/745, 5-6=0/25 BOT CHORD 1-9=-607/2941, 7-9=-336/1950, 5-7=-614/2929 WEBS 3-7=-134/865, 4-7=-601/272, 3-9=-139/875, 2-9=-607/274 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-0-0 to 3-0-0, Interior (1) 3-0-0 to 13-5-10, Exterior(2R) 13-5-10 to 16-5-10, Interior (1) 16-5-10 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) Bearings are assumed to be: , Joint 5 DF No.1&Btr . 7) Refer to girder(s) for truss to truss connections. 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 147 lb uplift at joint 1 and 195 lb uplift at joint 5. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778791 A3 Common 3 1250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1 ID:QN3yN9yBmCW7jmzUxsh98GznWSl-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 412 = 3x8 =1.5x4 =3x4 =3x4 =6x8 =4x8 =3x10 =1.5x4 =6x8 =3x4 =3x4 =1.5x4 =3x8 111 17 16 15 14 13 12 102 3324 3 9 25 32426 27 28 6 29 30 31 7 5 8 1-0-0 -1-0-0 1-0-0 27-11-4 3-5-15 13-5-10 3-5-15 16-11-9 4-2-4 4-2-4 4-2-4 26-11-4 5-9-7 22-9-0 5-9-7 9-11-11 3-2-12 7-5-0 3-2-12 22-9-0 4-2-4 4-2-4 4-2-4 26-11-4 6-0-10 13-5-10 6-0-10 19-6-4 3- 1 1 - 9 0- 3 - 1 5 0- 1 1 - 9 2- 8 - 4 2- 8 - 4 0- 1 1 - 9 3- 7 - 1 3 Scale = 1:52.3 Plate Offsets (X, Y): [4:0-3-13,0-2-7], [7:0-3-13,0-2-7] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.61 Vert(LL) -0.18 14 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.47 Vert(CT) -0.75 13-14 >431 240 BCLL 0.0 * Rep Stress Incr YES WB 0.39 Horz(CT) 0.17 10 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.25 14-16 >999 240 Weight: 121 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied, except 2-0-0 oc purlins (3-0-0 max.): 4-7. BOT CHORD Rigid ceiling directly applied. REACTIONS (size) 2=0-5-8, 10=0-5-8 Max Horiz 2=-56 (LC 10) Max Uplift 2=-300 (LC 12), 10=-300 (LC 12) Max Grav 2=1459 (LC 1), 10=1459 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-3603/1540, 3-4=-3462/1775, 4-5=-68/0, 4-6=-4034/1905, 6-7=-4034/1905, 7-8=-68/0, 7-9=-3462/1776, 9-10=-3603/1542, 10-11=0/25 BOT CHORD 2-17=-1503/3383, 16-17=-1503/3383, 14-16=-1762/3313, 13-14=-1624/3313, 12-13=-1366/3383, 10-12=-1366/3383 WEBS 4-16=0/240, 4-14=-519/959, 6-14=-470/261, 7-14=-520/959, 7-13=0/240, 3-16=-273/67, 3-17=0/96, 9-13=-271/67, 9-12=0/96 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior (1) 1-11-7 to 9-11-11, Exterior(2R) 7-6-12 to 10-6-12, Interior (1) 10-6-12 to 19-4-8, Exterior(2R) 16-11-9 to 19-11-9, Interior (1) 19-11-9 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) Provide adequate drainage to prevent water ponding. 4) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 5) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 6) A plate rating reduction of 20% has been applied for the green lumber members. 7) All bearings are assumed to be DF No.1&Btr . 8) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 300 lb uplift at joint 2 and 300 lb uplift at joint 10. 9) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778792 A4 California 1 1250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:22 Page: 1 ID:TV1B9Fnf0UuiEUBIut4HXhznW39-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 412 = 3x10 =2.5x4 =3x4 =3x4 =M18AHS 7x14 =4x8 =1.5x4 =7x8 WB =2.5x4 =3x8 =4x10 =3x8 =3x4 =2.5x4 =3x10 101 92 33 17 34 16 35 36 15 37 14 38 39 13 40 41 12 42 11 43 3222 3123 3 8 4 24 25 5 26 27 28 6 29 30 7 0-0-5 18-11-9 0-0-5 8-0-0 1-0-0 -1-0-0 1-0-0 27-11-4 3-4-10 11-4-10 3-4-10 18-11-4 4-1-15 15-6-10 3-11-5 3-11-5 3-11-5 26-11-4 4-0-6 22-11-15 4-0-6 7-11-11 3-5-11 7-5-0 3-5-11 22-11-15 3-11-10 19-6-4 3-11-10 11-4-10 3-11-5 3-11-5 3-11-5 26-11-4 4-1-15 15-6-10 3- 3 - 9 0- 3 - 1 5 0- 3 - 9 2- 8 - 4 2- 8 - 4 0- 3 - 9 2- 1 1 - 1 3 Scale = 1:52.2 Plate Offsets (X, Y): [4:0-7-2,0-1-6], [7:0-5-0,0-1-6] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.55 Vert(LL) -0.22 13-15 >999 360 M18AHS 169/162 TCDL 18.0 Lumber DOL 1.25 BC 0.53 Vert(CT) -0.84 13-15 >387 240 MT20 220/195 BCLL 0.0 * Rep Stress Incr NO WB 0.47 Horz(CT) 0.16 9 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-MS Wind(LL) 0.23 13-15 >999 240 Weight: 280 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X6 DF SS G WEBS 2X4 DF Std G OTHERS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied or 4-6-15 oc purlins, except 2-0-0 oc purlins (3-10-11 max.): 4-7. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 9=0-5-8 Max Horiz 2=-43 (LC 10) Max Uplift 2=-431 (LC 12), 9=-431 (LC 12) Max Grav 2=3217 (LC 1), 9=3217 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-8965/1305, 3-4=-8999/1318, 4-5=-10506/1530, 5-6=-10506/1530, 6-7=-8115/1229, 7-8=-8552/1267, 8-9=-8936/1315, 9-10=0/25 BOT CHORD 2-17=-1174/8472, 16-17=-1174/8472, 15-16=-1143/8599, 13-15=-1417/10607, 12-13=-1417/10607, 11-12=-1186/8446, 9-11=-1186/8446 WEBS 3-17=0/186, 3-16=-354/448, 4-16=0/539, 4-15=-337/2307, 5-15=-947/326, 6-15=-171/41, 6-13=0/422, 6-12=-2966/442, 7-12=-154/2004, 8-12=-394/210, 8-11=0/190 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Bottom chords connected as follows: 2x6 - 2 rows staggered at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=27ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior (1) 1-11-7 to 7-6-12, Exterior(2R) 7-6-12 to 11-9-11, Interior (1) 11-9-11 to 19-6-4, Exterior(2R) 19-6-4 to 23-9-3, Interior (1) 23-9-3 to 27-11-13 zone; cantilever left and right exposed ; end vertical left and right exposed;C-C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) Provide adequate drainage to prevent water ponding. 6) All plates are MT20 plates unless otherwise indicated. 7) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 8) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 9) A plate rating reduction of 20% has been applied for the green lumber members. 10) All bearings are assumed to be DF SS . 11) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 431 lb uplift at joint 2 and 431 lb uplift at joint 9. 12) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 682 lb down and 262 lb up at 7-11-12, 198 lb down and 139 lb up at 10-0-12, 266 lb down and 162 lb up at 12-0-12, 287 lb down and 167 lb up at 13-5-10, 266 lb down and 162 lb up at 14-10-8, and 198 lb down and 139 lb up at 16-10-8, and 676 lb down and 262 lb up at 18-11-8 on top chord, and 174 lb down and 26 lb up at 2-0-12, 84 lb down at 4-0-12, 97 lb down at 6-0-12, 111 lb down at 8-0-12, 112 lb down at 10-0-12, 112 lb down at 12-0-12, 112 lb down at 13-5-10, 112 lb down at 14-10-8, 112 lb down at 16-10-8, 111 lb down at 18-10-8, 97 lb down at 20-10-8, and 84 lb down at 22-10-8, and 174 lb down and 26 lb up at 24-10-8 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-76, 4-7=-76, 7-10=-76, 2-9=-20 Concentrated Loads (lb) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778793 A5 California Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:23 Page: 1 ID:2rFLGzw6kgxnDaFfESJd9jznW4G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f Continued on page 2 April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) Vert: 17=-47 (B), 11=-47 (B), 24=-642, 25=-198, 26=-266, 27=-287, 28=-266, 29=-198, 30=-642, 33=-174 (B), 34=-64 (B), 35=-87 (B), 36=-89 (B), 37=-89 (B), 38=-89 (B), 39=-89 (B), 40=-89 (B), 41=-87 (B), 42=-64 (B), 43=-174 (B) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778793 A5 California Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395,Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:23 Page: 2 ID:2rFLGzw6kgxnDaFfESJd9jznW4G-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 4 12 = 3x6 =1.5x4 =3x4 =4x4 =3x4 =1.5x4 =3x6 1 7 20 21 9 22 23 24 8 25 26 2 6 16 19 3 51817 4 1-0-0 15-9-0 1-0-0 -1-0-0 3-3-6 10-7-14 3-3-6 7-4-8 4-1-2 14-9-0 4-1-2 4-1-2 4-4-8 9-6-12 5-2-4 14-9-0 5-2-4 5-2-4 3- 1 - 3 0- 3 - 1 5 2- 9 - 7 Scale = 1:32.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.14 Vert(LL) -0.04 8-9 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.40 Vert(CT) -0.18 8-9 >983 240 BCLL 0.0 * Rep Stress Incr NO WB 0.15 Horz(CT) 0.05 6 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-MS Wind(LL) 0.04 9 >999 240 Weight: 114 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 2=0-5-8, 6=0-5-8 Max Horiz 2=-42 (LC 10) Max Uplift 2=-252 (LC 12), 6=-252 (LC 12) Max Grav 2=1689 (LC 1), 6=1689 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-4066/777, 3-4=-3879/715, 4-5=-3879/715, 5-6=-4066/777, 6-7=0/25 BOT CHORD 2-9=-679/3841, 8-9=-508/3186, 6-8=-677/3841 WEBS 3-9=-307/206, 4-9=-51/743, 4-8=-51/743, 5-8=-307/206 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-3-0 oc. Bottom chords connected as follows: 2x4 - 1 row at 0-9-0 oc. Web connected as follows: 2x4 - 1 row at 0-9-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior (1) 1-11-7 to 7-4-8, Exterior(2R) 7-4-8 to 10-4-8, Interior (1) 10-4-8 to 15-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 6) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 7) A plate rating reduction of 20% has been applied for the green lumber members. 8) All bearings are assumed to be DF No.1&Btr . 9) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 252 lb uplift at joint 2 and 252 lb uplift at joint 6. 10) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1187 lb down and 358 lb up at 7-4-8 on top chord, and 192 lb down and 36 lb up at 2-0-12, 75 lb down at 4-0-12, 89 lb down at 6-0-12, 99 lb down at 7-4-8, 89 lb down at 8-8-4, and 75 lb down at 10-8-4, and 192 lb down and 36 lb up at 12-8-4 on bottom chord. The design/ selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-4=-76, 4-7=-76, 10-13=-20 Concentrated Loads (lb) Vert: 4=-1131 (F), 20=-192 (F), 21=-43 (F), 22=-62 (F), 23=-78 (F), 24=-62 (F), 25=-43 (F), 26=-192 (F) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778794 B Common Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:23 Page: 1 ID:uUWdJF8AYd4dBTLcVI_Sx8znWTo-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 4 12 = 3x4 =1.5x4 =3x4 =4x4 =3x4 =1.5x4 =3x4 71 9 8 62 16 19 53 1817 4 1-0-0 15-9-0 1-0-0 -1-0-0 3-3-2 10-7-10 3-3-2 7-4-8 4-1-6 14-9-0 4-1-6 4-1-6 4-4-8 9-6-12 5-2-4 5-2-4 5-2-4 14-9-0 3- 1 - 3 0- 3 - 1 5 2- 9 - 7 Scale = 1:32.2 Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.12 Vert(LL) -0.03 8-9 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.24 Vert(CT) -0.13 8-9 >999 240 BCLL 0.0 * Rep Stress Incr YES WB 0.18 Horz(CT) 0.04 6 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-AS Wind(LL) 0.04 8-9 >999 240 Weight: 57 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X4 DF No.1&Btr G WEBS 2X4 DF Std G BRACING TOP CHORD Structural wood sheathing directly applied. BOT CHORD Rigid ceiling directly applied. REACTIONS (size) 2=0-5-8, 6=0-5-8 Max Horiz 2=-42 (LC 10) Max Uplift 2=-127 (LC 12), 6=-127 (LC 12) Max Grav 2=788 (LC 1), 6=788 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=0/25, 2-3=-1614/559, 3-4=-1436/506, 4-5=-1436/506, 5-6=-1614/559, 6-7=0/25 BOT CHORD 2-9=-469/1509, 8-9=-267/1046, 6-8=-467/1509 WEBS 4-9=-118/432, 4-8=-118/432, 5-8=-294/189, 3-9=-294/189 NOTES 1) Unbalanced roof live loads have been considered for this design. 2) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) -1-0-9 to 1-11-7, Interior (1) 1-11-7 to 7-4-8, Exterior(2R) 7-4-8 to 10-4-8, Interior (1) 10-4-8 to 15-9-9 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 3) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 4) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 5) A plate rating reduction of 20% has been applied for the green lumber members. 6) All bearings are assumed to be DF No.1&Btr . 7) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 127 lb uplift at joint 2 and 127 lb uplift at joint 6. 8) This truss design requires that a minimum of 7/16" structural wood sheathing be applied directly to the top chord and 1/2" gypsum sheetrock be applied directly to the bottom chord. LOAD CASE(S) Standard Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778795 B1 Common 2 1250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:23 Page: 1 ID:Qq?6FXYsmmEyeXMyxj4Bm5znWTH-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 400 Sunrise Ave., Suite 270 Roseville, CA 95661 916.755.3571 / MiTek-US.com Design valid for use only with MiTek® connectors. This design is based only upon parameters shown, and is for an individual building component, not a truss system. Before use, the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent buckling of individual truss web and/or chord members only. Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication, storage, delivery, erection and bracing of trusses and truss systems, see ANSI/TPI1 Quality Criteria and DSB-22 available from Truss Plate Institute (www.tpinst.org) BCSI Building Component Safety Information WARNING - Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE MII-7473 rev. 1/2/2023 BEFORE USE. and available from the Structural Building Component Association (www.sbcscomponents.com) 4 12 =4x8 =6x8 =6x6 =3x6 =6x8 =7x10 =3x6 =3x12 =5x8 =4x8 1 5 16 17 18 8 19 20 7 21 6 22 14 15 2 4 3 3-3-0 10-7-8 3-3-0 7-4-8 4-1-8 4-1-8 4-1-8 14-9-0 3-3-0 10-7-8 3-3-0 7-4-8 4-1-8 4-1-8 4-1-8 14-9-0 2- 9 - 7 0- 3 - 1 5 0- 7 - 4 0- 7 - 4 2- 2 - 3 2- 9 - 7 Scale = 1:29.8 Plate Offsets (X, Y): [1:0-0-4,Edge], [1:0-9-10,0-2-13], [5:0-7-12,Edge], [5:0-8-11,0-2-7], [7:0-4-12,0-1-15], [8:0-2-15,0-3-8] Loading (psf) Spacing 2-0-0 CSI DEFL in (loc) l/defl L/d PLATES GRIP TCLL (roof)20.0 Plate Grip DOL 1.25 TC 0.60 Vert(LL) -0.12 7-8 >999 360 MT20 220/195 TCDL 18.0 Lumber DOL 1.25 BC 0.76 Vert(CT) -0.44 7-8 >388 240 BCLL 0.0 * Rep Stress Incr NO WB 0.43 Horz(CT) 0.09 5 n/a n/a BCDL 10.0 Code IBC2021/TPI2014 Matrix-MS Wind(LL) 0.14 7-8 >999 240 Weight: 155 lb FT = 20% LUMBER TOP CHORD 2X4 DF No.1&Btr G BOT CHORD 2X8 DF SS G WEBS 2X4 DF Std G *Except* 7-3:2X4 DF No.1&Btr G WEDGE Right: 2x4 SP No.3 SLIDER Left 2x4 DF No.1&Btr G-- 2-2-12 BRACING TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. REACTIONS (size) 1=0-5-8, 5=0-5-8 Max Horiz 1=-161 (LC 39) Max Uplift 1=-1158 (LC 49), 5=-1039 (LC 48) Max Grav 1=5797 (LC 1), 5=4993 (LC 1) FORCES (lb) - Maximum Compression/Maximum Tension TOP CHORD 1-2=-13296/3305, 2-3=-10567/2508, 3-4=-10564/2525, 4-5=-13772/3198 BOT CHORD 1-8=-3157/12725, 7-8=-3221/12571, 6-7=-3116/13007, 5-6=-3116/13007 WEBS 2-7=-2766/571, 3-7=-1213/6253, 4-7=-3230/538, 4-6=-264/2138, 2-8=-254/1733 NOTES 1) 2-ply truss to be connected together with 10d (0.131"x3") nails as follows: Top chords connected as follows: 2x4 - 1 row at 0-6-0 oc. Bottom chords connected as follows: 2x8 - 3 rows staggered at 0-8-0 oc. Web connected as follows: 2x4 - 2 rows staggered at 0-2-0 oc. 2) All loads are considered equally applied to all plies, except if noted as front (F) or back (B) face in the LOAD CASE(S) section. Ply to ply connections have been provided to distribute only loads noted as (F) or (B), unless otherwise indicated. 3) Unbalanced roof live loads have been considered for this design. 4) Wind: ASCE 7-16; Vult=130mph (3-second gust) Vasd=103mph; TCDL=9.0psf; BCDL=6.0psf; h=25ft; B=45ft; L=24ft; eave=4ft; Cat. II; Exp C; Enclosed; MWFRS (directional) and C-C Exterior(2E) 0-2-12 to 3-2-12, Interior (1) 3-2-12 to 7-4-8, Exterior(2R) 7-4-8 to 10-7-8, Interior (1) 10-7-8 to 14-6-4 zone; cantilever left and right exposed ; end vertical left and right exposed;C- C for members and forces & MWFRS for reactions shown; Lumber DOL=1.60 plate grip DOL=1.60 5) The Fabrication Tolerance at joint 8 = 5% 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) * This truss has been designed for a live load of 20.0psf on the bottom chord in all areas where a rectangle 3-06-00 tall by 2-00-00 wide will fit between the bottom chord and any other members. 8) A plate rating reduction of 20% has been applied for the green lumber members. 9) All bearings are assumed to be DF SS . 10) Provide mechanical connection (by others) of truss to bearing plate capable of withstanding 1158 lb uplift at joint 1 and 1039 lb uplift at joint 5. 11) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 0-0-0 to 2-0-0 for 750.0 plf. 12) This truss has been designed for a total drag load of 1500 lb. Lumber DOL=(1.33) Plate grip DOL=(1.33) Connect truss to resist drag loads along bottom chord from 12-9-0 to 14-9-0 for 750.0 plf. 13) Hanger(s) or other connection device(s) shall be provided sufficient to support concentrated load(s) 1272 lb down and 159 lb up at 1-1-12, 1271 lb down and 159 lb up at 3-9-4, 1271 lb down and 159 lb up at 4-8-4, 1491 lb down and 509 lb up at 6-8-4, 1271 lb down and 173 lb up at 8-8-4, and 2780 lb down and 420 lb up at 10-7-8, and 90 lb down at 12-8-4 on bottom chord. The design/selection of such connection device(s) is the responsibility of others. LOAD CASE(S) Standard 1) Dead + Roof Live (balanced): Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (lb/ft) Vert: 1-3=-76, 3-5=-76, 1-5=-20 Concentrated Loads (lb) Vert: 6=-2780 (B), 16=-1272 (B), 18=-1271 (B), 19=-1271 (B), 20=-1461 (B), 21=-1271 (B), 22=-90 (B) Job Truss Truss Type Qty Ply 250065 1512 N Baker ADU R87778796 B2 Common Girder 1 2250065-A Job Reference (optional) World International Truss, Victorville, CA - 92395, Run: 8.73 S Feb 19 2025 Print: 8.730 S Feb 19 2025 MiTek Industries, Inc. Mon Apr 21 10:48:23 Page: 1 ID:BwY_3u2DtfX_h_a1PYq1TyznWSd-RfC?PsB70Hq3NSgPqnL8w3uITXbGKWrCDoi7J4zJC?f April 21,2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 LA T E R A L B R A C I N G L O C A T I O N In d i c a t e s l o c a t i o n w h e r e b e a r i n g s (s u p p o r t s ) o c c u r . I c o n s v a r y b u t re a c t i o n s e c t i o n i n d i c a t e s j o i n t nu m b e r / l e t t e r w h e r e b e a r i n g s o c c u r . M i n s i z e s h o w n i s f o r c r u s h i n g o n l y . In d i c a t e d b y s y m b o l s h o w n a n d / o r by t e x t i n t h e b r a c i n g s e c t i o n o f t h e ou t p u t . U s e T o r I b r a c i n g if i n d i c a t e d . Th e f i r s t d i m e n s i o n i s t h e p l a t e wi d t h m e a s u r e d p e r p e n d i c u l a r to s l o t s . S e c o n d d i m e n s i o n i s th e l e n g t h p a r a l l e l t o s l o t s . Ce n t e r p l a t e o n j o i n t u n l e s s x , y of f s e t s a r e i n d i c a t e d . Di m e n s i o n s a r e i n f t - i n - s i x t e e n t h s . Ap p l y p l a t e s t o b o t h s i d e s o f t r u s s an d f u l l y e m b e d t e e t h . 1. A d d i t i o n a l s t a b i l i t y b r a c i n g f o r t r u s s s y s t e m , e . g . d i a g o n a l o r X - b r a c i n g , i s a l w a y s r e q u i r e d . S e e B C S I . 2. T r u s s b r a c i n g m u s t b e d e s i g n e d b y a n e n g i n e e r . F o r w i d e t r u s s s p a c i n g , i n d i v i d u a l l a t e r a l b r a c e s t h e m s e l v e s m a y r e q u i r e b r a c i n g , o r a l t e r n a t i v e T o r I b r a c i n g s h o u l d b e c o n s i d e r e d . 3. N e v e r e x c e e d t h e d e s i g n l o a d i n g s h o w n a n d n e v e r s t a c k m a t e r i a l s o n i n a d e q u a t e l y b r a c e d t r u s s e s . 4. P r o v i d e c o p i e s o f t h i s t r u s s d e s i g n t o t h e b u i l d i n g d e s i g n e r , e r e c t i o n s u p e r v i s o r , p r o p e r t y o w n e r a n d a l l o t h e r i n t e r e s t e d p a r t i e s . 5. C u t m e m b e r s t o b e a r t i g h t l y a g a i n s t e a c h o t h e r . 6. P l a c e p l a t e s o n e a c h f a c e o f t r u s s a t e a c h j o i n t a n d e m b e d f u l l y . K n o t s a n d w a n e a t j o i n t l o c a t i o n s a r e r e g u l a t e d b y A N S I / T P I 1 . 7. D e s i g n a s s u m e s t r u s s e s w i l l b e s u i t a b l y p r o t e c t e d f r o m t h e e n v i r o n m e n t i n a c c o r d w i t h A N S I / T P I 1 . 8. U n l e s s o t h e r w i s e n o t e d , m o i s t u r e c o n t e n t o f l u m b e r s h a l l n o t e x c e e d 1 9 % a t t i m e o f f a b r i c a t i o n . 9. U n l e s s e x p r e s s l y n o t e d , t h i s d e s i g n i s n o t a p p l i c a b l e f o r u s e w i t h f i r e r e t a r d a n t , p r e s e r v a t i v e t r e a t e d , o r g r e e n l u m b e r . 10 . C a m b e r i s a n o n - s t r u c t u r a l c o n s i d e r a t i o n a n d i s t h e r e s p o n s i b i l i t y o f t r u s s f a b r i c a t o r . G e n e r a l p r a c t i c e i s t o c a m b e r f o r d e a d l o a d d e f l e c t i o n . 11 . P l a t e t y p e , s i z e , o r i e n t a t i o n a n d l o c a t i o n d i m e n s i o n s i n d i c a t e d a r e m i n i m u m p l a t i n g r e q u i r e m e n t s . 12 . L u m b e r u s e d s h a l l b e o f t h e s p e c i e s a n d s i z e , a n d i n a l l r e s p e c t s , e q u a l t o o r b e t t e r t h a n t h a t s p e c i f i e d . 13 . T o p c h o r d s m u s t b e s h e a t h e d o r p u r l i n s p r o v i d e d a t s p a c i n g i n d i c a t e d o n d e s i g n . 14 . B o t t o m c h o r d s r e q u i r e l a t e r a l b r a c i n g a t 1 0 f t . s p a c i n g , o r l e s s , i f n o c e i l i n g i s i n s t a l l e d , u n l e s s o t h e r w i s e n o t e d . 15 . C o n n e c t i o n s n o t s h o w n a r e t h e r e s p o n s i b i l i t y o f o t h e r s . 16 . D o n o t c u t o r a l t e r t r u s s m e m b e r o r p l a t e w i t h o u t p r i o r a p p r o v a l o f a n e n g i n e e r . 17 . I n s t a l l a n d l o a d v e r t i c a l l y u n l e s s i n d i c a t e d o t h e r w i s e . 18 . U s e o f g r e e n o r t r e a t e d l u m b e r m a y p o s e u n a c c e p t a b l e e n v i r o n m e n t a l , h e a l t h o r p e r f o r m a n c e r i s k s . C o n s u l t w i t h p r o j e c t e n g i n e e r b e f o r e u s e . 19 . R e v i e w a l l p o r t i o n s o f t h i s d e s i g n ( f r o n t , b a c k , w o r d s a n d p i c t u r e s ) b e f o r e u s e . R e v i e w i n g p i c t u r e s a l o n e i s n o t s u f f i c i e n t . 20 . D e s i g n a s s u m e s m a n u f a c t u r e i n a c c o r d a n c e w i t h A N S I / T P I 1 Q u a l i t y C r i t e r i a . 21 . T h e d e s i g n d o e s n o t t a k e i n t o a c c o u n t a n y d y n a m i c o r o t h e r l o a d s o t h e r t h a n t h o s e e x p r e s s l y s t a t e d . Fa i l u r e t o F o l l o w C o u l d C a u s e P r o p e r t y Da m a g e o r P e r s o n a l I n j u r y ( D r a w i n g s n o t t o s c a l e ) © 2 0 2 3 M i T e k ® A l l R i g h t s R e s e r v e d Mi T e k E n g i n e e r i n g R e f e r e n c e S h e e t : M I I - 7 4 7 3 r e v . 1 / 2 / 2 0 2 3 ed g e o f t r u s s . fr o m o u t s i d e " 16 /1 -0 IC C - E S R e p o r t s : ES R - 1 9 8 8 , E S R - 2 3 6 2 , E S R - 2 6 8 5 , E S R - 3 2 8 2 ES R - 4 7 2 2 , E S L - 1 3 8 8 JO I N T S A R E G E N E R A L L Y N U M B E R E D / L E T T E R E D C L O C K W I S E AR O U N D T H E T R U S S S T A R T I N G A T T H E J O I N T F A R T H E S T T O TH E L E F T . CH O R D S A N D W E B S A R E I D E N T I F I E D B Y E N D J O I N T NU M B E R S / L E T T E R S . W4- 6 W3-6 W3- 7 W2-7 W1-7 C1-8 C5 - 6 C6 - 7 C7 - 8 C4-5 C3 - 4 C2 - 3 C1 - 2 TOP CHORD TOP CHORD 8 7 6 5 4 3 2 1 BO T T O M C H O R D S TO P C H O R D S BE A R I N G 4 x 4 PL A T E S I Z E Th i s s y m b o l i n d i c a t e s t h e re q u i r e d d i r e c t i o n o f s l o t s i n co n n e c t o r p l a t e s . " 16 /1 Fo r 4 x 2 o r i e n t a t i o n , l o c a t e pl a t e s 0 - 2/1 PL A T E L O C A T I O N A N D O R I E N T A T I O N * Pl a t e l o c a t i o n d e t a i l s a v a i l a b l e i n M i T e k so f t w a r e o r u p o n r e q u e s t . In d u s t r y S t a n d a r d s : AN S I / T P I 1 : N a t i o n a l D e s i g n S p e c i f i c a t i o n f o r M e t a l P l a t e C o n n e c t e d W o o d T r u s s C o n s t r u c t i o n . DS B - 2 2 : D e s i g n S t a n d a r d f o r B r a c i n g . BC S I : B u i l d i n g C o m p o n e n t S a f e t y I n f o r m a t i o n , G u i d e t o G o o d P r a c t i c e f o r H a n d l i n g , I n s t a l l i n g , R e s t r a i n i n g & B r a c i n g o f M e t a l P l a t e C o n n e c t e d W o o d T r u s s e s . 6- 4 - 8 WE B S Tr u s s e s a r e d e s i g n e d f o r w i n d l o a d s i n t h e p l a n e o f t h e tr u s s u n l e s s o t h e r w i s e s h o w n . Lu m b e r d e s i g n v a l u e s a r e i n a c c o r d a n c e w i t h A N S I / T P I 1 se c t i o n 6 . 3 T h e s e t r u s s d e s i g n s r e l y o n l u m b e r v a l u e s es t a b l i s h e d b y o t h e r s . di m e n s i o n s s h o w n i n f t - i n - s i x t e e n t h s L Jo i n t I D ty p . 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025 1512 N Baker St & Unit # 2-Truss Drawings 5/8/2025