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HomeMy WebLinkAbout1313 N English St - PlanRE F (GAS) S S S S S S S S S S S S S S CW CW CW CW CW CW CW CW CW CW G G G G G G G G G G G G CW CW CW CW CW CW CW G G G G S S S 7 18 7 8 6' - 6 " 16 ' - 1 1 1 / 2 " 35 ' - 1 " 89 ' - 2 " 39 ' - 6 " 19 ' - 0 " 23 ' - 8 " 42 ' - 1 " 16 ' - 1 1 1 / 2 " 50'-0" 37'-0"3'-0" 10'-0" 3'-0" 27'-10" 19'-2" 3'-0" 5'-6" 36'-0" 8'-6" PROPERTY LINE 50.00' CENTER LINE OF STREET (E) MAIN HOUSE 1,135 SF 1313 ENGLISH ST (E) KITCHEN (E) LIVING (E) BED 1 (E) DRIVEWAY PR O P E R T Y L I N E 1 4 1 . 1 9 ' PROPERTY LINE 50.00' 2 2 (E) BED 2 (E) BATH 1 (E) DINING (E ) 5 : 1 2 SL O P E (E ) 5 : 1 2 SL O P E 20 (E) HOUSE ENTRY 65 SF (E) GARAGE 337 SF (E ) C L O S E T 13 (E) 3/4" WATER METER 2 (E ) C L O S E T (E) UTILITY POLE SIDEWALK LINE OF CURB (E) HALLWAY (E) LAUNDRY ENGLISH ST 19 5' TALL BLOCK WALL (E) ELEC METER (E) DRIVEWAY APPROACH PR O P E R T Y L I N E 1 4 1 . 1 9 ' 2 (E) BED 3 (E) 5:12 SLOPE (E) 5:12 SLOPE (E) 5:12 SLOPE (E) 5:12 SLOPE 4 14 1 ' - 2 1 / 2 " 5' T A L L B L O C K W A L L (E) GAS METER 9 P. U . E . 5' - 0 " 5FT EASEMENT 16 6' - 8 " 9'-7 1/2" 5' P . U . E . EASEMENT 5'-0" PROPERTY LINE 50.00' CENTER LINE OF STREET (E) MAIN HOUSE 1,135 SF 1313 ENGLISH ST (E) KITCHEN (E) LIVING (E) BED 1 (E) DRIVEWAY PR O P E R T Y L I N E 1 4 1 . 1 9 ' PROPERTY LINE 50.00' 2 2 (E) BED 2 (E) BATH 1 (E) DINING (E ) 5 : 1 2 SL O P E (E ) 5 : 1 2 SL O P E 23 (E) HOUSE ENTRY 65 SF (E) GARAGE 337 SF (E ) C L O S E T 13 (E) 3/4" WATER METER 2 (E ) C L O S E T (E) UTILITY POLE SIDEWALK LINE OF CURB (E) HALLWAY (E) LAUNDRY ENGLISH ST 19 5' TALL BLOCK WALL (E) ELEC METER (E) DRIVEWAY APPROACH PR O P E R T Y L I N E 1 4 1 . 1 9 ' 2 (E) BED 3 (E) 5:12 SLOPE (E) 5:12 SLOPE (E) 5:12 SLOPE (E) 5:12 SLOPE 4 50'-0" SIDE BACK 6'-0"40'-0" SIDE BACK 4'-0" 23 ' - 1 1 1 / 2 " 28 ' - 1 " 84 ' - 1 1 1 / 2 " SI D E S E T B A C K 4' - 3 " 13 ' - 1 0 " 3' - 1 1 / 2 " 42 ' - 1 " 23 ' - 8 " 19 ' - 0 " 16 ' - 0 " 19 ' - 3 1 / 2 " SE T B A C K 4' - 3 " (N) 5:12 SLOPE (N) 5:12 SLOPE (N ) 5 : 1 2 SL O P E (N ) 5 : 1 2 SL O P E 17 (E) SEWER LATERAL V.I.F. * 5% S L O P E 5% S L O P E 5% SLOPE 5% SLOPE 18 12 WATER P.O.C SEWER P.O.C 10 5 6 GAS P.O.C BEGIN CONSTRUCTION MEASUREMENT AT THIS CORNER SCE MSR# 1.1 1 14 REFER TO SECTION A-A GRADING DRAINAGE AROUND THE FOUNDATION A A 5% SLOPE 5% SLOPE 2% SLOPE 2% SLOPE 2% S L O P E 2% S L O P E 5% S L O P E 5% S L O P E eave 1'-0" eave 1'-0" ea v e 1' - 0 " eave 1'-0" eave 1'-0" ea v e 1' - 0 " (N) BED 1 (N) BED 2 (N) BATH 1 (N) LIVING (N) BATH 2 (N) W.I.C(N) KITCHEN (N) W.I.C (N) DINING 5' T A L L B L O C K W A L L (E) GAS METER 27'-10" 19'-2"3'-0" (N) ADU 893 SF 1313 ENGLISH ST UNIT 2 25 ' - 0 " FOR OPEN SPACE 695 SF FOR OPEN SPACE 332 SF 22'-2" 27'-10" ea v e 6" ea v e 6" 14 1 ' - 2 1 / 2 " 15 9 7 11 (N) 1'' WATER METER 3' AWAY FROM EDGE OF DRIVEWAY AND AT MINIMUM 2FT FROM THE EXISTING WATER METER 1.5 INCHES NEW WATER LINE, MIN. 18 INCHES BURIAL DEPTH AND TRACE WIRE IS REQUIRED FOR PVC WATER LINES 20 ** * (N) W/D (N) ADU ENTRY PORCH P. U . E . 5' - 0 " 5FT EASEMENT 16 5' P . U . E . EASEMENT 5'-0"10 A-07 10 A-07 LEGAL DESCRIPTION ASSESSORS PARCEL NO. APN: 405-101-31 P-BOOK: 385 PAGE: 16 PAR: 2 NOT IN FLOOD FEMA SHFA'S = FLOOD ZONE X LOT SIZE 7,060 SF ZONE R-1 RESIDENTIAL EXISTING SFR GARAGE 337 SF EXISTING SFR HOUSE 1,135 SF EXISTING SFR PORCH 65 SF NEW ADU PORCH 45 SF NEW ADU 893 SF TOTAL 2,475 SF LOT COVERAGE = 2,475 SF / 7,060 SF = 35% OK OCCUPANCY GROUP R3 / U CONSTRUCTION TYPE V-B FIRE SPRINKLER SFR = NO; ADU = NO VICINITY MAP PROJECT DATAGENERAL NOTESSITE PLAN NOTES 1. DEMOLITION CONTRACTOR SHALL RELOCATE REUSABLE MATERIALS TO DESIGNATED SALVAGE AREA, NON-USABLE MATERIALS SHALL BE PLACED APPROPRIATELY IN REFUSE BIN AND SHALL BE COVERED AT NIGHT AND DURING RELATIVE HIGH WINDS, RAIN, ETC...REFUSE BIN SHALL BE COVERED DURING TRANSFER TO AND FROM DUMP SITE. CONTRACTOR TO BE LIABLE FOR REFUSE SPILLING. ALL DEBRIS TO BE HAULED AWAY AND CLEAN-UP SHALL BE COMPLETED TO BROOM FINISH. EXISTING MATERIALS AND/OR STRUCTURE TO REMAIN SHALL BE PROTECTED FROM DUST, PAINT CHIPPING, ETC..., BY USE OF PLASTIC OR WHATEVER IS REQUIRED FOR PROPER PROTECTION. EXISTING STRUCTURES SHALL HAVE BRACING AND SHORING AS REQUIRED TO PROTECT THE EXISTING STRUCTURE. PROVIDE DE-WATERING FACILITIES FOR CONSTRUCTION AS REQUIRED. COORDINATE AS-BUILT INFORMATION, STRUCTURAL, ETC. TO DESIGNER/ENGINEER AS REQUIRED. 2. THE DISCHARGE OF POLLUTANTS TO ANY STORM DRAINAGE SYSTEM IS PROHIBITED. NO SOID WASTE, PETROLEUM BYPRODUCTS, SOIL PARTICULATE, CONSTRUCTION WASTE MATERIALS, OR WASTEWATER GENERATED ON CONSTRUCTION SITES OR BY CONSTRUCTION ACTIVITIES SHALL BE PLACED, CONVEYED OR DISCHARGED INTO THE STREET, GUTTER OR STORM DRAIN SYSTEM. 3. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOTCLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL- BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES. 4. WHEN UTILITIES METER ALTERATION / RELOCATION OCCUR, INSTALLATION PROCEDURES SHALL BE VERIFIED AND APPROVED BY THE BUILDING INSPECTOR PRIOR TO INSTALLATION. 5. NOTIFY AQMD FOR ASBESTOS REMOVAL PROCEDURE AND SUBMIT ASBESTOS REPORT TO BUILDING DIVISION PRIOR TO DEMOLITION PERMIT ISSUANCE. 6. THE APPLICANT SHALL BE RESPONSIBLE FOR CONFIRMING ALL EXISTING UTILITY EASEMENTS ON-SITE THAT MAY AFFECT THE PROJECT. THE SITE PLAN SHALL REFLECT ALL RECORDED (OR NON-RECORDED) UTILITY EASEMENTS AND ENSURE THERE ARE NO ENCROACHMENTS BY PROPOSED IMPROVEMENTS (WHICH INCLUDES ANY OVERHANGING ROOF EAVES). THE SITE PLAN SHALL SHOW ALL EXISTING ABOVE-GROUND UTILITIES SUCH AS POWER POLES/LINES OR OTHER. 1) THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, ETC) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ OR ADDITIONAL EXPENSES. 2) AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. 3) PROVIDE LOW CONSUMPTION WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION. 4) PROVIDE 72" HIGH NON-ABSORBENT WALL ADJACENT TO SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER ENCLOSURE. 5) ALL CONSTRUCTION WASTE AND DEBRIS MUST BE CONTAINERIZED AT ALL TIMES 7) FINAL APPROVAL REQUIRED BY THE PUBLIC WORKS DEPARTMENT FOR STREET IMPROVEMENTS, CURB CORES, CURB/GUTTERS, ETC. SEPARATE PUBLIC WORKS PERMIT REQUIRED FOR DRIVEWAYS, APPROACH TO DRIVEWAY, SEWER LATERALS AND ANY WORK IN RIGHT OF WAY. 8) ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL CODES AND AMENDMENTS. 9) A SURVEY SHALL BE PROVIDED BY A LICENSED SURVEYOR ON STRUCTURES WHICH DEFINE PROPERTY LINES, SET BACKS, DESIGNATED PARKLAND OR STREET RIGHT-OF-WAY. 10) DUST CONTROL MEASURES SHALL BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. 11) WATER HEATER MUST BE STRAPPED TO WALL; SEE DETAIL ON SHEET A-07. 12) PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR WATER CONSUMPTION. 13) LAG BOLTS: PROVIDE LEAD HOLE 40%-70% OF THREADED SHANK DIA. AND FULL DIA. FOR SMOOTH SHANK PORTION. 91 NDS 14) BLOCKING. ROOF RAFTERS AND CEILING JOINTS SHALL BE SUPPORTED LATERALLY TO PREVENT ROTATION & LATERAL DISPLACEMENT IN ACCORDANCE w/ THE PROVISIONS OF CH.8 & CH.6 15) CONTRACTOR AND/OR OWNER SHALL VERIFY CONSTRUCTION SITE TO CONFIRM THAT THERE IS NO TRACE OF DEMOLISHED SWIMMING POOL WITHIN 5 FT FROM PROPOSED PERIMETER OF THE CONSTRUCTION SITE. OTHERWISE, THEY NEED TO SUBMIT SOIL COMPACTION REPORT FROM LICENSED SOIL ENGINEER TO BUILDING INSPECTOR PRIOR TO FOUNDATION INSPECTION. 17) SHEAR WALLS, LATHING & PLASTER IN MATERIALS SHALL CONFORM TO THE STANDARDS LISTED IN CH.6 & CH.7 CRC 18) ALL BOLT HOLES SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED." ENGINEER MUST INCLUDE IN STRUCTURAL OBSERVATION NOTES. 19) PROVIDE RAIN GUTTERS AND CONVEY RAIN WATER TO THE STREET. 21) CONCRETE 3000 PSI 22) PARALLEL BEAM E.2.0 PSL 23) UFER GROUND IS REQUIRED AT NEW ELECTRICAL SERVICE. 24) UNDERGROUND UTILITIES REQUIRED ON SITE PLAN AND SHOW FOR ELECTRICAL, CABLE TV. AND TELEPHONE 25) ARC FAULT CIRCUIT INTERRUPTION PROTECTION IS REQUIRED FOR ALL BRANCH CIRCUITS PER 2019 CRC210.12 SHALL BE AFCI PROTECTED 26) BATHROOMS, KITCHEN, GARAGE & OUTSIDE OUTLETS WILL BE GFCI PROTECTED RECEPTACLE OUTLETS. 27) WATER SAVING WATER CLOSET w/ 1.28 GALLONS PER FLUSH. 28) PROVIDE MECHANICAL VENTILATION FOR BATHROOMS AND LAUNDRY ROOMS WITHOUT OPENABLE WINDOW. 29) GLAZING WHICH IS LESS THAN 60 INCHES FROM A FLOOR AND WITHIN A 24 INCH ARC OF A DOORWAY'S VERTICAL EDGE MUST COMPLY WITH CH. 3 CRC 30) LANDINGS AT DOOR. LANDINGS SHALL HAVE A WIDTH NOT LESS THAN THE WIDTH OF THE STAIRWAY OR THE DOOR, WHICHEVER IS GREATER. 31) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDE AN AVERAGE ILLUMINATION OF 6 FEET-CADLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR LEVEL. 32) THE CONTRACTOR SHALL EXAMINE AND BECOME FAMILIAR WITH ALL CONTRACT DOCUMENTS, SURVEY THE PROPERTY AND BECOME FAMILIAR WITH THE EXISTING CONDITIONS AND SCOPE OF WORK. ALL COST SUBMITTED SHALL BE BASED ON A THROUGH KNOWLEDGE OF ALL WORK AND MATERIALS REQUIRED. ANY DISCREPANCY AND/OR UNCERTAINTY AS TO WHAT MATERIALS OR PRODUCT IS TO BE USED SHOULD BE VERIFIED WITH THE OWNER OR ENGINEER OF RECORD. 33) DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE. 34) IN THE EVENT A DISCREPANCY IS FOUND IN THE CONTRACT DOCUMENTS, THE OWNER AND THE DESIGNERS/ENGINEERS SHALL BE NOTIFIED, IN WRITING, IMMEDIATELY. PARKING REQUIREMENTS NOTWITHSTANDING ANY OTHER LAW, A LOCAL AGENCY, WHETHER OR NOT IT HAS ADOPTED AN ORDINANCE GOVERNING ACCESSORY DWELLING UNITS IN ACCORDANCE WITH SUBDIVISION, SHALL NOT IMPOSE PARKING STANDARDS FOR AN ACCESSORY DWELLING UNIT IN ANY OF THE FOLLOWING INSTANCES: THE ACCESSORY DWELLING UNIT IS LOCATED WITHIN ONE-HALF MILE WALKING DISTANCE OF PUBLIC TRANSIT. BUS STOP ID 5898 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATE DELTA A-01 TITLE SHEET / SITE PLANS / ROOF PLANS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 3/32" = 1'- 0" 2 EXISTING SITE PLAN / ROOF PLAN 3/32" = 1'-0" 1 PROPOSED SITE PLAN / ROOF PLAN 8' SCALE : 3/32" = 1'-0" 0 16' 24' 3 VIEW-3D MAIN HOUSE & ADU THE PROPOSED PROJECT IS A 893 SF ONE-STORY DETACHED ACCESSORY DWELLING UNIT, 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY. LEGALIZE MAIN HOUSE CENTRAL AC UNIT (UNDER A SEPARATE PERMIT) SOLAR SYSTEM ON SEPARATE PERMIT. SHEET INDEX SCOPE OF WORK A-01 TITLE SHEET / SITE PLANS / ROOF PLANS A-02 CALGREEN MANDATORY MEASURES A-03 CALGREEN MANDATORY MEASURES A-04 MAIN HOUSE (E) FLOOR PLAN & (E) ELEVATION A-05 ADU FLOOR PLAN & ELECTRICAL/LIGHTING PLAN A-06 ADU ELEVATIONS & SECTIONS A-07 WALL AND ROOF DETAILS A-08 ARCHITECTURAL DETAILS A-09 AGING-IN-PLACE / FALL PREVENTION NOTES & FEATURES / ELECTRIC-READY REQUIREMENTS A.10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN A.11 SOIL REPORT A.12 SOIL REPORT A.13 SOIL REPORT S0 STRUCTURAL NOTES S1 FOUNDATION & FRAMING PLANS SD1 FOUNDATION DETAILS SD2 FRAMING DETAILS T24-1 TITLE 24 ADU T24-2 TITLE 24 ADU THIS PROJECT SHALL COMPLY WITH THE FOLLOWING CODES: 2022 EDITION OF THE CALIFORNIA BUILDING CODE, 2022 EDITION OF THE CALIFORNIA RESIDENTIAL CODE, 2022 EDITION OF THE CALIFORNIA MECHANICAL CODE, 2022 EDITION OF THE CALIFORNIA PLUMBING CODE, 2022 EDITION OF THE CALIFORNIA ELECTRIC CODE, 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE, 2022 CALIFORNIA ENERGY CODE (TITLE 24) AND, CITY AMENDMENTS AND MUNICIPAL CODE. APPLICABLE CODES 1 (N) MAIN ELEC PANEL 200AMP; DUAL GANG METER; MIN. 20' UFER GROUND SITE PLAN KEYNOTES 2 (E) PERIMETER FENCE / BLOCK WALL 3 (E) CONCRETE WALKWAY 4 (E) DRIVEWAY 5 6 GAS P.O.C 7 (E) LANDSCAPE 8 (E) TREE 9 (E) AC UNIT 10 11 (N) WATER HEATER 12 SPACE FOR SOLAR PANEL INSTALLATION (SEPARATE FUTURE PERMIT) SYMBOLS LEGEND DRAINAGE DIRECTION AND SLOPE PROPERTY LINE CORNER POINTS AND ELEVATION DATUM KEYNOTE CALLOUTS EXISTING WALL TO REMAIN AND NEW WALLS WALL TO BE DEMOLISHED 2% # 13 (E) GATE 14 15 (N) AC UNIT INVERTER / METERING EQUIPMENT & PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL. (N) MAILBOX FOR ACCESSORY DWELLING UNIT ADJACENT TO MAIN HOUSE MAILBOX16 PROPOSED LOCATION OF THE NATURAL GAS METER TYPICALLY WITHIN FIVE FEET OF THE STRUCTURE’S FRONT WALL BUT NOT CLOSER THAN ONE FOOT FROM THE FRONT EDGE 17 (E) MAIN HOUSE ELEC. METER TO BECOME 18 (E) GAS METER19 (E) WATER METER20 SETBACKS INDICATE REQUIRED MINIMUM DISTANCE FROM PROPERTY LINES. CONTRACTOR TO VERIFY ON SITE. PV SYSTEM WILL BE UNDER A SEPARATE PERMIT 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". SEPARATE PERMIT 1.1 (N) ADU SUB ELEC PANEL 125 AMP (N) MAIN HOUSE SUB ELEC PANEL 125 AMP NEW ELECTRIC PANEL ON THE NEW HOUSE IS UNDER SEPARATE PERMIT. 13.1 (N) GATE (N) 1" WATER METER MINIMUM PER CITY REQUIREMENTS 21 NEW (1) 24" BOX CANOPY TREE NEW (6) 5-GAL SHRUBS NEW (10) 1-GAL SHRUBS (E) GRASS NEW PERMEABLE HARDSCAPE STRUCTURE MATERIALS: EXTERIOR WALLS - WHITE STUCCO ROOF - GREY SHINGLES NOTE: ALL PLANT MATERIALS SELECTED FROM LA COASTAL GARDENS AND WWW.BEWATERWISE.COM ARE ACCEPTABLE DROUGHT TOLERANT PLANTS. PROJECT DIRECTORY DIG ALERT (811) IS TO BE CONTACTED AND THAT COMPLIANCE WITH EXCAVATION SAFETY IN ACCORDANCE WITH GOVERNMENT CODE 4216 WILL BE FOLLOWED PRIOR TO ANY EXCAVATION TAKING PLACE. OWNER / CONTRACTOR ACKNOLEDGEMENT SIGNATURE: _______________________________________________ DIG ALERT 811 LANDSCAPE LEGEND WATER P.O.C SEWER P.O.C TO BE DEMOLISHED22 PARK & REC DEVELOPMENT FEE CALCULATION (ADU SF / SFD SF) 893 SF / 1135 SF = 0.79 THE ADU SF / SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR THE GIVEN “SFR SF” OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY OF THE GIVEN “SFR SF”. MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION. ID 5898 OWNERSHIP: LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM DESIGNER: BB BROTHERS CORP. 949 SOUTH COAST DR., SUITE 570 COSTA MESA, CA 92626 714-299-4770 STRUCTURAL ENGINEER: MICHAEL PHILIPS 14161 HAMMON PL. WESTMINSTER, CA 92683 714-213-1608 SOIL ENGINEER: PRIORITY ENGINEERING GROUP 335 E. BLUERIDGE AVE. ORANGE, CA 92865 TITLE 24: TRANG HO 14161 HAMMON PL. WESTMINSTER, CA 92683 714-213-1608 03/30/2024 PLAN CHECK RESUBMITTAL THE BUILDING DIMENSIONS SHOWN ON THE SITE PLANS ARE MEASURED TO THE FACE OF THE WALL STUCCO FINISHES. WHEREAS THE BUILDING DIMENSIONS SHOWN ON THE FLOOR PLANS ARE MEASURED TO THE FACE OF STUDS/CONCRETE SLAB EDGES FOR CONSTRUCTION PURPOSES. BLDG# 101118232 APPROVALS PLNG - P. Raj BLDG - W. Lee PD - B. Martin 1313 N English St 8/28/2024 WH RE F (GAS) 22'-10 1/2"13'-0" 42 ' - 1 " A-04 3 A-04 4 A-04 5 A-04 2 (E) MAIN HOUSE 1,135 SF (E) KITCHEN (E) LIVING (E) BED 1(E) BED 2 (E) BATH 1 (E) DINING (E) HOUSE ENTRY (E) GARAGE 337 SF (E ) C L O S E T ( E ) C L O S E T (E) HALLWAY (E) LAUNDRY (E) BED 3 7' - 0 " 27 ' - 1 0 1 / 2 " 7' - 0 " 18'-3 1/2" 18 ' - 1 1 / 2 " LEGALIZE MAIN HOUSE CENTRAL AC UNIT (UNDER A SEPARATE PERMIT) T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.14'-6 1/2" GRADE -0'-6" 15 ' - 0 1 / 2 " T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.14'-6 1/2" GRADE -0'-6" 15 ' - 0 1 / 2 " T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.14'-6 1/2" GRADE -0'-6" 15 ' - 0 1 / 2 " T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.14'-6 1/2" GRADE -0'-6" 15 ' - 0 1 / 2 " EXISTING MATERIAL & COLOR LEGEND (E) STUCCO COLOR = FOSSIL WHITE (E) WINDOW SHUTTER COLOR = CHARCOAL (E) FASICA COLOR = CHARCOAL (E) ROOF COLOR = RED FOR REFERENCE ONLY NOT FOR CONSTRUCTION 2' SCALE : 1/4" = 1'-0" 0 4'8' 1/8" = 1'-0"1EXISTING MAIN HOUSE FLOOR PLAN 1/8" = 1'-0"3NORTH ELEVATION -MAIN HOUSE 1/8" = 1'-0"4EAST ELEVATION -MAIN HOUSE 1/8" = 1'-0"5WEST ELEVATION -MAIN HOUSE PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-04 MAIN HOUSE REMODEL FLOOR PLAN AND ELEVATIONS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1/8" = 1'-0"2SOUTH ELEVATION -MAIN HOUSE 03/30/2024 PLAN CHECK RESUBMITTAL 1313 N English St 8/28/2024 RE F (N) WH W/D (GAS) DW RE F (N) WH W/D AFCI AFCI AF C I AFCI AF C I AF C I AFCI AF C I AF C I AF C I AFCI AF C I AFCI AF C I AF C I GF C I GF C I D D D D GF C I GFCI GFCI GFCI GF C I GF C I GFCIGFCI GF C I MS MS GF C I GFCIGFCI GF C I AFCI AFCI GF C I GF C I GF C I GFCI GFCIGFCI RE F (N) WH W/D (GAS) DW GFCI AFCI VS 2 MS D 2 A-06 5 A-06 2 A-06 1 3 A-06 4 A-06 39'-9 1/2" 18'-0 1/2"11'-4 1/2"5'-0" 5'-4 1/2" 19 ' - 0 1 / 2 " 8' - 4 " 10 ' - 8 1 / 2 " 26 ' - 9 1 / 2 " 3' - 1 1 / 2 " 1 1 ' - 3 " 9' - 7 1 / 2 " 5 ' - 1 1 " 15'-7 1/2" 3'-7" 6'-4 1/2" 5'-8" BEDROOM 1 BA T H 2 LAUNDRY HALLWAY BEDROOM 2 W.I.C W.I.C BATH1 KITCHEN & DINING LIVING A x 3' - 0 " w 6' - 8 " h LE F T H A N D F A FAA B x 2' - 6 " w 6 ' - 8 " h LE F T H A N D x 2' - 6"w6' - 8"h LEFT HAND x 2' - 0 " w 6 ' - 8 " h LE F T H A N D x 2' - 0"w6' - 8"h RIGHT HAND x 2' - 4 " w 6 ' - 8 " h LE F T H A N D x 2' - 4 " w 6 ' - 8 " h RI G H T H A N D 3 x 5' - 0 " w 6 ' - 8 " h SL I D I N G D O O R 2 5 5 2.1 2.1 2 8 10 ' - 0 " 3' - 4 1 / 2 " 5' - 8 " 5'-5" 8'-4 1/2"10'-4 1/2" 4'-0 1/2" 4'-4"5'-0 1/2" 5'-4" 5'-10"5'-6 1/2" 5'-10"2'-6 1/2" 2'-10" 3'-0" 7' - 0 " CONC. LANDING 4 ADU ENTRY PORCH -3" 2% 2'-2 1/2" 15 " 1 5 " 28" 15" 15" 28 " 1 71.1 CLR. 11'-4 1/2" CL R . 9' - 7 1 / 2 " 4' - 0 1 / 2 " 4 ' - 3 1 / 2 " CLR. 10'-0" CL R . 10 ' - 4 " TEMPERED EGRESS TEMPEREDEGRESS -3 " 4 2% SCREENING AROUND MECH EQUIPMENT 15'-10" CONC. LANDING 24'-2" 7' - 9 " 4'-0" 6'-0" 6'-0" 1'-4 1/2"2'-2" 6'-8" 2'-6 1/2"2'-8 1/2" 2'-4"2'-6" 2'-6" 2' - 1 1 " 3 ' - 6 " 1 ' - 3 " 2' - 2 " 6' - 0 " 2' - 2 " 4'-5" 7 1/2"3'-0" 3'-9" 1'-4"2'-5" 5'-2" 2'-5" 2' - 6 " 4 ' - 0 " 6 ' - 0 " 5 ' - 4 1 / 2 " 5 ' - 0 " 3 ' - 3 " 3 EQ EQ 3' - 0 1 / 2 " 4 ' - 3 " 2 ' - 4 " EQ EQ 3'-0" 5'-5" 5'-5" 1'-1 1/2" GAS 250 CFM 2 2 10 12 12 IAQ FAN 56 CFM TOTAL AREA = 893 SF PUBLIC AREA = 457 SF = 51% PRIVATE AREA = 436 SF = 49% LIVING KITCHEN & DINING LAUNDRY HALLWAY BEDROOM 2 BATH 2 BATH1 BEDROOM 1 W.I.C W.I.C UNIT PLAN KEYNOTES WINDOW SCHEDULE (N) MAIN ELECTRICAL PANEL 225 AMP DUAL METERS A VINYL SLIDER WINDOW: 5'-0"w x 4'-0"h UNIT PLAN LEGEND DOOR SCHEDULE L.E.D. RECESSED LIGHT FIXTURE SUPPLY AIR VENT: EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68 DEGREES F AT 3 FT. ABOVE THE FLOOR & 2 FT. FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS. RETURN AIR VENT SMOKE DETECTOR HARDWIRED w/ BATTERY BACK UP (SMOKE DETECTORS SHALL HAVE A 10-YEAR BATTERY IN A SEALED COMPARTMENT) VANITY WALL LIGHT CEILING MOUNTED LINEAR BOX 1X4 LIGHT FIXTURE NEW 2X4 INTERIOR WALL NEW 2X4 EXTERIOR WALL / INFILL WITH INSULATION PER T-24 COMBINATION" SD/CM DETECTOR ALARM HARDWIRED w/ BATTERY BACK UP EXHAUST FAN SHALL BE ENERGY STAR RATED. CEILING MOUNTED LIGHT w/ VENT 50 CFM MIN. INTERMITTENT W/ HUMIDITY CONTROL PER CMC 402.5, BETWEEN 50%-80% GROUND FAULT CIRCUIT INTERRUPT PROTECTOR IN ALL WET AREAS (ENTIRE CIRCUIT) ARC FAULT CIRCUIT INTERRUPT PROTECTOR IN ALL BEDROOMS (ENTIRE CIRCUIT) SWITCH W/ MOTION SENSOR (VACANCY SENSOR) & SWITCH W/ DIMMER NORMAL TWO-WAY SWITCH / TWO WAY SWITCH W/ DIMMER 3/4" HOSE BIBB WITH BACK-FLOW PREVENTOR 2.2 SINGLE FLUSH INTERIOR DOOR: 34"w x 80"h 2 SINGLE FLUSH INTERIOR DOOR: 28"w x 80"h 3 ENTRANCE DOOR: 36"w x 80"h 4 CLOSET SLIDING DOOR: 60"w x 80"h 5 SINGLE FLUSH INTERIOR DOOR: 24"w x 80"h 6 GARAGE DOOR: 96"w x 84"h OR 192"w x 84"h PER PLAN 7 20MIN RATED SOLID CORE : 34"w x 80"h 1 2 3 4 1. VERIFY ALL APPLIANCE EQUIPMENT AND FIXTURE DIMENSIONS AND INSTALLATION REQUIREMENTS PRIOR TO CASEWORK FABRICATION INSTALLATION. 2. FINISH END WALLS OF CABINETS FLANKING OPENING TO MATCH CABINET FACE. PRIME & PAINT EXPOSED GYP. BD. WALL TO MATCH WALLS. INSTALL MATCHING BASE BD. 3. EXTEND FLOORING UNDER APPLIANCES RESTING ON FLOOR. 4. SHOWER COMPARTMENTS AND WALLS ABOVE BATH TUBS WITH INSTALLED SHOWER HEADS SHALL BE FINISHED WITH A SMOOTH, NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET. [CRC R307.2] 5. OFFSET ALL IMMEDIATELY ADJACENT DOOR OPENINGS 4" FROM PERPENDICULAR WALL, UNO. 6. CEILING HEIGHTS INDICATED ARE FROM TOP OF SLAB OR FLOOR FILL TO BOTTOM OF FINSH. 7. SMOKE DETECTORS WILL BE PROVIDED PER CHAPTER 3 CRC. THE SMOKE DETECTOR WILL BE HARD WIRED WITH BATTERY BACK-UP AND LOCATED (1) IN EACH BEDROOM, HALLWAYS OUTSIDE BEDROOMS, AND ON EACH STORY. SMOKE DETECTOR ALARM SOUND MUST BE AUDIBLE IN SLEEPING AREAS WHICH MAY REQUIRE INTERCONNECTED SMOKE DETECTORS WITHIN THE UNIT. SEE UTILITY PLANS FOR LOCATIONS. INSTALL AND LOCATE PER MFGR. LISTED REQUIREMENTS. 8. PROVIDE CARBON MONOXIDE DETECTOR ALARMS ON CEILINGS OR WALLS OUTSIDE SLEEPING ROOMS PER CHAPTER 3 CRC. 9. BATHROOM FANS MUST BE ENERGY STAR W/ HUMIDISTAT CONTROLLER AND MUST BE DUCTED TO THE EXTERIOR OF THE BUILDING. 10. ALL NEW WINDOWS TO BE DUAL PANES TO MEET CURRENT ENERGY STANDARD REQUIREMENTS. 11. USE 2x6 STUDS FOR PLUMBING WALL IF NECCESSARY 12. CEILING HEIGHTS INDICATED ARE MEASURED FROM FINISH FLOOR TO BOTTOM OF CEILING FINISH. 13. PROVIDE BACKING FOR ALL ACCESSORIES, FIXTURES AND WINDOW COVERINGS. 14.NO HEATING, COOLING, OR INSULATION IN GARAGE 15.PROVIDE TWO LAYERS OF GRADE D OR 60-MINUTE GRADE D PAPER OVER ALL WOOD BASE SHEATHING AT EXTERIOR WALLS. 16.A MINIMUM 26 GAUGE, CORROSION RESISTANT OR PLASTIC WEEP SCREED WITH A MINIMUM VERTICAL FLANGE OF 3½ INCHES SHALL BE PROVIDED AT OR BELOW FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS. SCREED SHALL BE A MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS. (CRC R703.7.2.1) 17.ACCESS TO ATTIC FURNACE MUST BE WITHIN 20' OF UNIT AND SHALL HAVE A CONTINUOUS SOLID WALKWAY AT LEAST 24" WIDE. A SWITCH CONTROL IS ALSO REQUIRED (CMC 304.4.1) 18.PROVIDE GFI PROTECTION TO ALL 120 VOLT, 15 AND 20 AMP RECEPTACLES INSTALLED AT OUTDOORS, IN BATHROOM, AT COUNTER TOP SURFACES AND GARAGES. (CEC2108(a)). 19.OUTLETS TO BE MAX. 12' APART ALONG WALLS AND 6' FROM DOORS AND CORNERS. GENERAL NOTES 5 6 U-FACTOR 0.3 PER TITLE-24 SHGC 0.22 PER TITLE-24 CONTRACTOR TO VERIFY SIZE ALL NEW WINDOWS IN NEW BEDROOMS SHALL HAVE EMERGENCY RESCUE WINDOWS OR DOORS (CHAPTER 3, 2022 CRC) a) MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. b) MINIMUM NET CLEAR OPENING WIDTH OF 20". c) MINIMUM NET CLEAR HEIGHT OF 24" d) WINDOW CLEAR OPENING LESS THAN 44" ABOVE THE FLOOR LIGHT: (2022 CRC) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED w/ NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE w/ CH3 CRC OR SHALL BE PROVIDED w/ ARTIFICAL LIGHT IN ACCORDANCE w/ CH3 CRC. EXTERIOR GLAZED OPENINGS SHALL OPEN DIRECTLY ONTO A PUBLIC WAY OR ONTO A YARD OR COURT IN ACCORDANCE w/ CH3 CRC. NATURAL VENTILATION: VENTILATION AREA REQUIRED. (2022 CRC) BATHROOMS (2022 CRC) EXTERIOR WALL SCONCE LIGHT NEW KITCHEN EXHAUST FAN MIN. 250 CFM SHALL BE DUCTED TO THE OUTSIDE WHOLE BUILDING VENTILATION. CONTINUOUS FAN FLOW. 0.01 * 1200 SF + 7.5 * (2+1) = 34.5 CFM (MINIMUM) 0.01 * 750 SF + 7.5 * (2+1) = 30 CFM (MINIMUM) NEW AC CONDENSER UNIT ON PAD INVERTER AND METERING EQUIPMENT AND PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL. 1-INCH CONDUIT LINE SHALL BE PROVIDED. 7 8 9 10 2.1 SINGLE FLUSH INTERIOR DOOR: 30"w x 80"h (N) 40 GAL TANK CONVENTIONAL WATER HEATER PER T24 (N) 22X30 ATTIC ACCESS (N) LANDING. 1 1/2" BELOW THRESHOLD. MINIMUM 36" IN DEPTH. UNO. MIN. 2% SLOPE AWAY FROM BUILDING. A SPACE AT LEAST 2.5 FT. BY 2.5 FT. WIDE AND 7 FT. TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT PUMP WATER HEATER (HPWH) (N) AC / HEATING CONDENSER MINIMUM OF SLAB 3”ABOVE THE GRADE. [§1105.2 CMC] DUCTLESS HEAT PUMP MULTI-ZONE WALL MOUNT UNIT PHOTOCELL CONTROL / MOTION SENSOR 120-V WATERPROOF RECEPTACLE W/COVER (INDICATES NEW DOORS ONLY) (INDICATES NEW WINDOWS ONLY) B VINYL SLIDER WINDOW: 3'-0"w x 3'-0"h C NOT USED D SINGLE-HUNG WINDOW: 2'-6"w x 5'-0"h E NOT USED F VINYL SLIDER WINDOW: 3'-0"w x 1'-4"h (OBSCURED GLASS) 8 SLIDING DOOR W/ GLASS: 60"w x 80"h (N) ADU ELECTRICAL SUB-PANEL 100 AMP1.1 11 MIN. 4”DIAMETER TO THE OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14’WITH 2 ELBOWS. 12 LUMINAIRES LOCATED ABOVE A BATHTUB / SHWR. SHALL BE LISTED FOR WET LOCATIONS D 2' SCALE : 1/4" = 1'-0" 0 4'8' 1/4" = 1'-0"1PROPOSED DETACHED ADU FLOOR PLAN 1/4" = 1'-0"2PROPOSED DETACHED ADU -ELECTRICAL / LIGHTING PLAN CA TITLE 24 2022 - RESIDENTIAL LIGHTING - ALL IN-UNIT FIXTURES TO BE HIGH EFFICACY. - ALL INSEPERABLE LED'S TO BE JA8 APPENDIX APPROVED. - ALL MEDIUM BASED + GU24 LED LAMPS TO BE JA8-2016-3 APPROVED (WITH MARKINGS) - ALL RESESSED DOWNLIGHTS TO BE JA8 APPENDIX APPROVED - DOCUMENATION FOR THE ABOVE JA8 + JA8-2016-E REQUIREMENTS SHALL BE PROVIDED DURING SUBMITTAL PROCESS. - ALL FORWARD PHASE CUT DIMMERS USED WITH LED SHALL COMPLY WITH NEMA SSL 7A R702.4.2 BACKER BOARDS MATERIALS USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS SHALL BE OF MATERIALS LISTED IN TABLE R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. TABLE R702.4.2 BACKER BOARD MATERIALS MATERIAL STANDARD GLASS MAT GYPSUM BACKING PANEL ASTM C1178 FIBER-REINFORCED GYPSUM PANELS ASTM C1278 NONASBESTOS FIBER-CEMENT BACKER BOARD ASTM C1288 OR ISO 8336, CATEGORY C NONASBESTOS FIBER MAT-REINFORCED ASTM C1325 CEMENTITIOUS BACKER UNITS CMC 304 & 904.10 A. ATTIC ACCESS OPENING MINIMUM 22 X 30 INCHES; B. ELECTRIC LIGHT FIXTURE AND OUTLET ADJACENT TO THE FURNACE, AND SWITCH LOCATED BY THE ACCESS OPENING; C. 24-INCH WIDE WALKWAY FROM THE ACCESS OPENING TO THE EQUIPMENT; D. ACTUAL WALKWAY LENGTH (MAXIMUM 20 FT); AND, E. WORK PLATFORM IN FRONT OF THE SERVICE PANEL AND 30 INCHES MINIMUM DEPTH. ADDITIONAL MECHANICAL / PLUMBING / ELECTRICAL NOTES ALL OUTLETS ARE TO BE AFCI WITH NO EXCEPTIONS. ALL LIGHTS ARE HIGH EFFICACY WITH NO EXCEPTIONS. ALL RECEPTACLES REQUIRED GFCI SHALL BE COMBINATION OF AFCI, GFCI (CEC 210.52(E)(1)) ALL NEW RECEPTACLES IN BATHROOM WET AREAS OR OVER THE COUNTER, SHALL BE COMBINATION OF GFCI AND AFCI PER 2022 CODE REQUIREMENTS. EXTERIOR RECEPTACLES REQUIRED FOR DECK/PORCH SHALL BE ON AFCI, GFCI, AND W.P. MINIMUM LIGHTING IS REQUIRED FOR LANDING, STEPS, DECK PER CODE, 1 FOOT CANDLE. LOCATE LIGHTING WITH SENSOR OR TIME SCHEDULE SWITCH PER CODE. ALL WATER HEATER INSTALLATION LOCATIONS, REGARDLESS OF PROPOSE WATER HEATING SYSTEM, SHALL HAVE: (BEES 150.0(N)1A-D) A. A 120V ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER. B. A CATEGORY III OR IV VENT, OR A TYPE B VENT WITH STRAIGHT PIPE. C. CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE FINISH SURFACE BELOW. D. A GAS SUPPLY LINE WITH AVAILABLE CAPACITY FOR NOT LESS THAN A 200,000 BTU/HR SYSTEM. ABOVE COOKING APPLIANCES LOCAL EXHAUST VENTILATION: (CMC 504.2 AND ASHRAE 62.2) A. MINIMUM RATE OF 100 CFM; B. MAXIMUM SOUND RATING OF 3 SONES @100 CFM THE INSTALLATION OF THE DOMESTIC DRYER SHALL COMPLY WITH THE FOLLOWING CODE REQUIREMENTS: A. WHERE A COMPARTMENT OR SPACE FOR DOMESTIC CLOTHES DRYER IS PROVIDED, NOT LESS THAN A 4 INCH DIAMETER MOISTURE EXHAUST DUCT OF APPROVED MATERIAL SHALL BE INSTALLED. [CMC 504.3.1] B. MOISTURE EXHAUST DUCTS FOR THE DRYER SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DUMPER. [CMC 504.3] C. ENVIRONMENTAL AIR DUCT EXHAUST FROM CLOTHES DRYER SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE AND 3 FEET FROM OPENINGS IN ANY DIRECTION FROM OPENINGS INTO THE BUILDING. [CMC 504.5] D. WHEN A DOMESTIC CLOTHES DRYER IS LOCATED IN A CLOSET, A MINIMUM OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE DOOR. (CMC 504.4.1) BATHROOM AND LAUNDRY CLOSET EXHAUST FAN SHALL HAVE A MINIMUM EXHAUST OF 50CFM WITH HUMIDISTAT, AT 3 SONES MAX, AND ENERGY STAR. EXHAUST FAN SHALL BE ON SEPARATE SWITCH. (CMC, CH. 4, CGBSC CH. 4, DIV.4.5 & CRC R303.3.1) ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHODS. (CGBSC 4.406.1) PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-05 ACCESSORY DWELLING UNIT FLOOR PLAN & ELECTRICAL / LIGHTING PLAN NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 4VIEW 3D -ADU [§304.4 CMC] HEATING/COOLING EQUIPMENT INSTALLED IN ATTIC: UNDER FLOOR ACCESS A MINIMUM OF 22”X30” NOT OVER 20’FROM THE EQUIPMENT. UNOBSTRUCTED PASSAGEWAY 24” X 30” IN CROSS SECTIONAL DIMENSION. THE PASSAGEWAY SHALL BE AT LEAST AS LARGE AS THE LARGEST COMPONENT OF THE APPLIANCE. A LEVEL, UNOBSTRUCTED WORK PLATFORM NOT LESS THAN 30” SQUARE IN FRONT OF THE EQUIPMENT WITH 30” HEADROOM. [§304 CMC] THE LOWEST PORTION OF THE FLOOR FURNACE SHALL HAVE AT LEAST A 6” CLEARANCE FROM THE GENERAL GROUND LEVEL. [§906.7 CMC] A 120V RECEPTACLE AND A LIGHT NEAR THE EQUIPMENT. THE LIGHT SWITCH SHALL BE LOCATED AT THE UNDER-FLOOR ACCESS. 03/30/2024 PLAN CHECK RESUBMITTAL THE BUILDING DIMENSIONS SHOWN ON THE SITE PLANS ARE MEASURED TO THE FACE OF THE WALL STUCCO FINISHES. WHEREAS THE BUILDING DIMENSIONS SHOWN ON THE FLOOR PLANS ARE MEASURED TO THE FACE OF STUDS/CONCRETE SLAB EDGES FOR CONSTRUCTION PURPOSES. 1313 N English St 8/28/2024 T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" (N) EGRESS WINDOW 1 STUCCO WALL (N) TO MATCH (E) (N) WINDOW 32 " 4 8 " 60" 7.81 SF 3 27 T.O.SLAB 0'-0" BU I L D I N G H E I G H T 15 ' - 3 " 4 4 6106.1 4 T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" (N) EGRESS WINDOW 1 STUCCO WALL (N) TO MATCH (E) 1112 3 28 60" 48 " 34 " 7.81 SF T.O.SLAB 0'-0" BU I L D I N G H E I G H T 15 ' - 3 " 4 4(N) WINDOW4 (N) WINDOW SCREENING AROUND MECH EQUIPMENT T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" 1 STUCCO WALL (N) TO MATCH (E) 3 2 T.O.SLAB 0'-0" BU I L D I N G H E I G H T 15 ' - 3 " 4 (N) WINDOW T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" 11 1 STUCCO WALL (N) TO MATCH (E) 3 2 8 T.O.SLAB 0'-0" BU I L D I N G H E I G H T 15 ' - 3 " 7 T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" E J F H R-15 10 ' - 0 " R-38 D B G C CRRC PRODUCT ID 0610-0018 R-15 5 12 (N) ATTIC FAU F T.O.SLAB 0'-0" BU I L D I N G H E I G H T 15 ' - 3 " KITCHEN & DINING HALLWAY BEDROOM 1 R-38 D E J F H B G CA CRRC PRODUCT ID 0610-0018 5 12 5 12 R-15 (N) ATTIC FAU 10 ' - 0 " T.O.PLATE 10'-0" T.O.SLAB 0'-0" HEADER 6'-8" T.O.RIDGE 1 APPX.14'-9" R-15 T.O.SLAB 0'-0" BUILDING HEIGHT 15 ' - 3 " LIVINGKITCHEN & DINING 2' SCALE : 1/4" = 1'-0" 0 4'8' ATTIC VENTILATION SECTION KEYNOTES (N) 2x RIDGE BOARD PER STRUCT. (N) 2x ROOF RAFTER PER STRUCT. (N) 2x CEILING JOISTS PER STRUCT. (N) CONCRETE SLAB PER STRUCT. (N) FOOTING PER STRUCT. (N) 2x STUD WALL PER STRUCT. A (N) ATTIC INSULATION PER T-24 (N) ROOF R.R. INSULATION PER T-24 (N) WALL INSULATION PER T-24 WEEP SCREED FOR STUCCO, 2" ABOVE PAVED AREAS GUTTER / DOWNSPOUT. SPLASH BLOCK ON GRADE SOFFIT VENT B C D E F G H J ELEVATION KEYNOTES (N) STUCCO, PAINT AND MATERIAL TO MATCH EXISTING (N) ASPHALT SHINGLES (ESR-1389) OVER 2-15# FELT PAPER OVER 1/2" PLYWOOD TO MATCH MAIN HOUSE (N) FASCIA & TRIMMING - PAINT TO MATCH MAIN HOUSE (N) 2 1/2" VINYL MOLDING TRIM FOR ALL WINDOWS TO MATCH MAIN HOUSE 1 (N) CONCRETE LANDING (N) ELEC. PANEL 200AMP (N) ELEC. SUBPANEL 125AMP (N) DORMER, LOUVER, OR SOFFIT VENTS (N) SOLAR PANELS (N) STUCCO WRAPPED 4X WOOD POST 2 3 4 5 6 7 8 9 K L 1-HR RATED WALL. 1/2" TYPE C OR 5/8" TYPE X GYPSUM BOARD ON THE GARAGE SIDE FULL HEIGHT TO THE GARAGE ROOF SHEATHING MINVERTER AND METERING EQUIPMENT PROPOSED LOCATION. PROVIDE PATHWAY FOR ROUTING FROM THE SOLAR ZONE TO THE MAIN SERVICE PANEL. 1-INCH CONDUIT LINE SHALL BE PROVIDED. 10 11 DEPTH OF EAVE TO MATCH MAIN DWELLING, TYP. N (N) AC UNIT 12 (N) WATER HEATER PER T-24 1 ) ROOF COVERING MATERIAL FOR NEW CONSTRUCTION SHALL BE MINIMUM CLASS A IN ACCORDANCE WITH UL 790 OR ASTM E108. (R902.1 CRC) TYPE: COOL SHINGLES MANUFACTURE: OWNENS CORNING (EQUAL OR SIMILAR) ICC-ES AC438 ASTM E108/UL 790 (CLASS A FIRE RESISTANCE) 2) THE TOP OF THE EXTERIOR FOUNDATION SHALL EXTEND ABOVE THE ELEVATION OF THE STREET GUTTER A MINIMUM OF 12” PLUS 2%. (CRC R403.1.7.3, CBC 1808.7.4) CONSTRUCTION NOTESLEGEND 5 12 INDICATES 5:12 ROOF SLOPE ATTIC AREA: 998 SF / USE BALANCE METHOD : NET VENT AREA REQUIRE : 998 SF / 300 x 144 SQ.IN. = 480 SQ.IN. 1/2 OF VENT AREA WILL BE PLACED AT HIGH PART OF ROOF (EXHAUST VENT) 1/2 OF VENT AREA WILL BE PLACED AT LOW PART OF ROOF (INTAKE VENT) 480/2 = 240 SQ.IN LOW: USE 2 UNITS O'HAGIN VENT (72 SQ.IN / UNIT) = 144 SQ.IN. HIGH: USE 2 UNITS O'HAGIN VENT (72 SQ.IN / UNIT) = 144 SQ.IN. TOTAL PROVIDED = 288 SQ.IN. ATTIC VENTS ARE REQUIRED TO BE PROTECTED WITH CORROSION RESISTANT WIRE CLOTH SCREENING, HARDWARE CLOTH, PERFORATED VINYL OR SIMILAR MATERIAL. THE OPENINGS SHALL BE A MINIMUM 1/16” AND SHALL NOT EXCEED ¼”. [§R806.1 CRC] WHEN THERE ARE INSULATION AT THE ROOF, A MINIMUM 1” CLEARANCE SHALL BE PROVIDED BETWEEN THE ATTIC INSULATION AND THE ROOF SHEATHING WHERE EAVE OR CORNICE VENTS ARE INSTALLED. [§R806.3 CRC] 6.1 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-06 ACCESSORY DWELLING UNIT ELEVATIONS & SECTIONS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1/4" = 1'-0"1EAST ELEVATION -ADU1/4" = 1'-0"6WEST ELEVATION -ADU 1/4" = 1'-0"2NORTH ELEVATION -ADU1/4" = 1'-0"5SOUTH ELEVATION -ADU 1/4" = 1'-0"3BUILDING SECTION1/4" = 1'-0"4BUILDING SECTION 03/30/2024 PLAN CHECK RESUBMITTAL 1313 N English St 8/28/2024 CEMENT PLASTER ASSEMBLY WEATHER RESISTANT BARRIER 12" CONT. S.A.M.F., OF CONTROL JOINT WD. STUD FRAMING, WHERE OCCUR DOUBLE "V" CONTROL JOINT WALL SHEATHING, S.S.D. WOOD BACKING FOR ALL CONTROL JOINTS AT ALL WOOD STUD LOCATIONS CUT WIRE LATH AND WIRE TIE WIRE LATH TO EACH FLANGE OF THE CONTROL JOIN. NO NAILS, SCREWS OR STAPLES ALLOWED AT CONTROL JOINT SO THAT THE CONTROL JOINT CAN EXPAND AND CONTRACT CEMENT PLASTER ASSEMBLY WEATHER RESISTANT BARRIER IN WATER SHED FASHION O/ S.A.M.F. AND SOLID LEG OF CONTROL JOINT S.A.M.F. O/ W.R.B. BELOW CONTROL JOINT, EXTEND 12" ABOVE SHEATHING WD. STUD FRAMING, WHERE OCCUR SOLID LEG DOUBLE "V" CONTROL JOINT WALL SHEATHING, S.S.D. CUT WIRE LATH AND WIRE TIE WIRE LATH TO BOTTOM FLANGE OF THE CONTROL JOIN. NO NAILS, SCREWS OR STAPLES ALLOWED. CUTTED WIRE LATH TO BE INSTALLED ABOVE LEG OF CONTROL JOINT WITHOUT CONNECTION (2 LAYERS) STANDARD STUD LENGTHS: 92-5/8" OR 104-5/8" UNLESS NOTED OTHERWISE UL DESIGN NO. U356 ONE HOUR RATED ASSEMBLY (EXPOSED TO FIRE ON INTERIOR FACE ONLY) CONSTRUCTION FROM EXTERIOR SIDE: 1. STUCCO: INSTALLED IN ACCORDANCE WITH MFR. INSTRUCTIONS. 2. WOOD STRUCTURAL PANEL SHEATHING:7/16" MINIMUM THICKNESS, MINIMUM GRADE C-D OR 'SHEATHING' WITH VERTICAL JOINTS CENTERED ON WOOD STUDS AND HORIZONTAL JOINTS BACKED WITH NOM 2 X 4 IN. WOOD BLOCKING. ATTACHED WITH 6D CEMENT COATED BOX NAILS AT 6" O.C. AT EDGES OF PANEL AND 12" O.C. ALONG SUPPORTING STUDS. 3. INSULATION: FRICTION FIT BETWEEN STUDS EITHER UNFACED MINERAL FIBER INSULATION (WITH MIN. DENSITY OF 3 PCF) OR ALUMINUM FOIL OR KRAFT PAPER FACED GLASS FIBER INSULATION (WITH MIN. DENSITY OF 0.9 PCF) R-13 MINIMUM. 4. WOOD STUDS: NOM 2 X 4 IN. SPACED 16" O.C. WITH DOUBLE TOP PLATES AND SINGLE BOTTOM PLATE. 5. GYPSUM BOARD: 5/8" THICK, 4 FT WIDE, APPLIED VERTICALLY AND NAILED TO STUDS AND BEARING PLATES 7" O.C. WITH 6D CEMENT COATED NAILS, 1-7/8" LONG WITH 1/4" DIAMETER HEAD. NOTE: RE: STRUCT. DRAWINGS FOR REQUIRED STUD SIZE, SPACING, SHEATHING, AND NAILING PATTERNS. WEATHER RESISTIVE BARRIER 2 3 45 1 ON MORTAR BED ON LATH ONE LAYER 5/8" GYPSUM WALL BOARD EACH SIDE 2X4 WOOD STUD, RE: STRUCTURAL FOR WALL LOCATIONS A B 2X6 WOOD STUD, RE: STRUCTURAL FOR WALL LOCATIONS ONE LAYER 5/8" GYPSUM WALL BOARD EACH SIDE AT ALL WET WALLS PROVIDE WATER RESISTANT GYPSUM BOARD UNFACED GLASS-FIBER BATT ACOUSTIC INSULATION; FIT SNUGLY IN GAPS AND FASTEN SECURELY TO HORIZONTAL BRACING, R-19 AT 2X6 WALLS, R-15 AT 2X4 WALLS (2) LAYERS WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING, LAP INTO WEEP SCREED P.T. WOOD SILL INSTALLED OVER CONTINUOUS BEAD OF SEALANT ALONG EXTERIOR EDGE OF CONCRETE AT SLAB ON GRADE INSTALLATIONS STUCCO SYSTEM ON LATH. INSTALL PER MFR. RECOMMENDATIONS GRADE WHERE OCCURS WEEP SCREED W/ 3-1/2" MIN. VERTICAL LEG EDGE OF FOUNDATION SELF ADHERED FLASHING, EXTEND UP WALL 12" MIN. CONTINUOUS SILL SEALER LOCATED TOWARD OUTER EDGE 8" M I N . 6" M I N . SELF ADHERED WATERPROOF WRB SYSTEMS TAPE THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS AND INSTALLATION PROCEDURE. REFER TO ACTUAL CONDITIONS AND KEYED DETAILS FOR DIMENSIONS, CONFIGURATIONS AND OTHER SPECIFICS OF THE WORK. EXTERIOR STUCCO ASSEMBLY. INSTALL PER MANUFACTURERS RECOMMENDATIONS GALVANIZED ZINC ALLOY WIRE CORNER REINFORCEMENT RIGHT ANGLE 12" SELF ADHERED FLASHING, WRAP 6" MIN. AT CORNERS (2) LAYERS WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING WALL TYPE PER PLANS AND SECTIONS FR A M I N G / S U B S T R A T E THIS DETAIL DESCRIBES TYPICAL GENERAL ASSEMBLY COMPONENTS AND INSTALLATION PROCEDURE. REFER TO ACTUAL CONDITIONS AND KEYED DETAILS FOR DIMENSIONS, CONFIGURATIONS AND OTHER SPECIFICS OF THE WORK. EXTERIOR STUCCO ASSEMBLY. INSTALL PER MANUFACTURERS RECOMMENDATIONS GALVANIZED/ZINC ALLOY WIRE CORNER REINFORCEMENT. RIGHT ANGLE OUTSIDE CORNER, PLAN VIEW PLASTER EDGE METAL TERMINATION CAULK SEAL BLDG. PAPER EDGE INTO CHANNEL SEALANT AND BACKER ROD - TO BE RESILIENT AND COMPATIBLE WITH THE MATERIALS BEING JOINED DISSIMILAR BUILDING MATERIAL OR BUILDING COMPONENT ADHERED TO SUBSTRATE OVER BITUTHENE SHINGLED INTO WRB. FRAMING / SUBSTRATE INSIDE CORNER, PLAN VIEW JOINT AT DISSIMILAR MATERIAL 3/ 8 " WALL PER PLAN SOFFIT FRAMING (1) LAYER OF 5/8" GYP. BD. 2-1/2" LIGHT GAUGE METAL FRAMING CONTINUE GYPSUM BOARD BEHIND SOFFIT CEILING ASSEMBLY DUCT OR PIPES ATTIC SPACE PIPE DIA. VARIES 22 GA. GALV. MTL. COUNTER FLASHING WEATHERBOARD W/ METAL FLANGE & RUBBER GASKET, LAP W/ ROOF SHINGLES. ASPHALT COMPOSITION SHINGLE OVER PIPE FLASHING LAP SHINGLE UNDER FLASHING GALV. METAL BASE FLASHING AT VENT ROOF FRAMING & SHEATHING, RE: STRUCT. NOTE: A 1/4" GAP TO BE PROVIDED BETWEEN EDGE OF SHINGLE AND RAISED PORTION OF PIPE FLASHING. RE : M E C H . ASPHALT SHINGLES INSTALL PER MFR. RECOMMENDATIONS WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING EXTERIOR MATERIALS VARY, RE: ELEVATIONS FIBER CEMENT SOFFIT BD. PREFINISHED METAL RAKE FLASHING ICE AND WATER SHIELD, EXTEND PAST PLANE OF WALL PER LOCAL BUILDING CODES TOP LAYER OF ROOFING UNDERLAYMENT 1" FIBER CEMENT BOARD FASCIA, PAINTED (2) LAYERS WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING, LAP INTO WEEP SCREED P.T. WOOD SILL INSTALLED OVER CONTINUOUS BEAD OF SEALANT ALONG EXTERIOR EDGE OF CONCRETE AT SLAB ON GRADE INSTALLATIONS STUCCO SYSTEM ON LATH. INSTALL PER MFR. RECOMMENDATIONS GRADE WHERE OCCURS WEEP SCREED W/ 3-1/2" MIN. VERTICAL LEG EDGE OF FOUNDATION SELF ADHERED FLASHING, EXTEND UP WALL 12" MIN. CONTINUOUS SILL SEALER LOCATED TOWARD OUTER EDGE 8" M I N . 6" M I N . SELF ADHERED WATERPROOF WRB SYSTEMS TAPE 6" = 1'-0"5HORIZ. JNT. @ CEM. PLASTER 6" = 1'-0"6HORIZ. JNT. WEEP @CEM. PLASTER2" = 1'9WOOD -1-HR WALL -STUCCO -EXTERIOR 2" = 1'8WOOD NON-RATED -INTERIOR PARTITION 3" = 1'-0"3WOOD -STUCCO -WALL TO CONCRETE AT FOUNDATION 3" = 1'-0"1WOOD -STUCCO -OUTSIDE CORNER TYP. 3" = 1'-0"2WOOD -STUCCO -ASSEMBLY 1 1/2" = 1'-0"4DUCT IN SOFFIT DETAIL1 1/2" = 1'-0"7WOOD -ASPHALT SHINGLE -VENT THROUGH ROOF 3" = 1'-0"11WOOD -ASPHALT SHINGLE -RAKE 3" = 1'-0"12WOOD -STUCCO -WALL AT GARAGE NO INSULATION 101-HR FIRE RESISTANT EAVE PROJECTION PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-07 WALL AND ROOF DETAILS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1313 N English St 8/28/2024 DOOR PER SCHEDULE WOOD STUD FRAME CEM. PLASTER EXT. FINISH 3/8" SEALANT O/ BACKER ROD PLYWD. SHEATHING WHERE OCCURS, S.S.D. PLASTER J MOLD 5/8" TYPE X GYPSUM SHEATHING S.A.M.F., 12" STRIP, 9" ON WALL FACE, 3" INTO R.O. & OVER PAN FLASHING W.R.B. S.A.M.F., 12" STRIP 2 X 4 STUD WALL WITH ONE LAYER OF GYPSUM BOARD ON EACH SIDE STANDARD PROFILE WOOD CASING; PRIMED AND PAINTED, RE: SPEC PREHUNG WOOD DOOR AND FRAME ASSEMBLY WOOD FRAMING PER STRUCTURAL RE: STRUCT. FOR SHEAR WALL REQUIREMENTS 4 3/4" STUCCO SYSTEM ON LATH, INSTALL PER MFR. RECOMMENDATIONS MFR. FACTORY FINISHED WINDOW AS SCHEDULED INTERIOR FINISH SELF ADHERED FLASHING OVER WINDOW FIN RE: TYPICAL WINDOW FLASHING DETAIL BACKER ROD AND SEALANT (2) LAYERS LAPPED WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING J-MOLD SELF ADHERED FLASHING UNDER NAILING FIN, WRAP BOTH CORNERS 6" MIN., LAP OVER BACK DAM VINYL WINDOW WITH NAILING FLANGES ON FOUR SIDES STUCCO SYSTEM ON LATH, INSTALL PER MFR. RECOMMENDATIONS PROVIDE SEALANT AT SIDES & BOTTOM OF WINDOW; PROVIDE BACKER ROD AS NEEDED (TYPICAL) J MOLD (2) LAYERS LAPPED WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING BACK DAM AT SILL, EXTEND END DAM UP JAMB 6" BACKER ROD AND SEALANT AS REQ'D. VINYL WINDOW WITH NAILING FLANGES ON FOUR SIDES BACKER ROD & SEALANT J MOLD FIBER CEMENT BOARD TRIM STUCCO SYSTEM ON LATH, INSTALL PER MFR. RECOMMENDATIONS (2) LAYERS LAPPED WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING SELF ADHERED FLASHING UNDER NAILING FIN, WRAP BOTH CORNERS 6" MIN., LAP OVER BACK DAM BACK DAM AT SILL OR CONT. SEALANT AT BACK OF WINDOW FRAME, EXTEND END DAM UP JAMB 6" STUCCO SYSTEM ON LATH, INSTALL PER MFR. RECOMMENDATIONS VINYL WINDOW WITH NAILING FLANGES ON FOUR SIDES; DO NOT NAIL FLANGE AT HEADER (2) LAYERS LAPPED WEATHER BARRIER ON EXTERIOR GRADE SHEATHING, LAP FIRST LAYER OVER METAL FLASHING, LAP SECOND LAYER INTO WEEP SCREED OR PER MFR. WEEP SCREED GALVANIZED METAL FLASHING W/ DRIP EDGE, SET IN BED OF SEALANT, EXTEND UP WALL 6" BACKER ROD AND SEALANT INTERIOR FINISH SELF ADHERED WATERPROOF WRB SYSTEMS TAPE FLEX. FLASHING OVER TOP NAILING FLANGE WITH BOTTOM EDGE INTO A CONTINUOUS, FULL CONTACT BED OF SEALANT RE: ELEVATIONS FOR EXTERIOR MATERIAL INTERIOR EXTERIOR SLOPE TO DRAIN SOLID SURFACE SILL TILE ON MORTAR BED WATER RESISTANT GYP. WRAP TILE INTO WINDOW JAMB WHERE TILE CONTINUES PAST SILL WEATHER RESISTANT BARRIER ON EXTERIOR GRADE SHEATHING BACK DAM AT SILL, EXTEND UP JAMB 6" SELF ADHERED FLASHING UNDER NAILING FIN, WRAP BOTH CORNERS 6" MIN., LAP OVER BACK DAM VINYL WINDOW WITH NAILING FLANGES ON FOUR SIDES PROVIDE SEALANT AT SIDES & BOTTOM OF WINDOW; PROVIDE BACKER ROD AS NEEDED (TYPICAL) BACKER ROD AND SEALANT, AS REQ'D. GARAGE 1 GA FILE NO. WP3660 GENERIC ONE HOUR RATED WALL CONSTRUCTION: 1. ONE LAYER 1/2 IN. TYPE 'X' GYPSUM WALLBOARD APPLIED AT RIGHT ANGLE TO EACH SIDE OF 2x WOOD STUDS 16 IN. O.C. WITH 2-1/4 IN. TYPE S OR W DRYWALL SCREWS 7 IN. O.C. VERTICAL JOINTS STAGGERED 16 IN. O.C. ON OPPOSITE SIDES. HORIZONTAL JOINTS STAGGERED 24 IN. O.C. ON OPPOSITE SIDES. UNIT 3" = 1'-0"3DOOR JAMB AT EXT WALL 3" = 1'-0"1DOOR HEAD / JAMB -INT. 2x4 STUD WALL 3" = 1'-0"6WOOD -WINDOW JAMB -STUCCO 3" = 1'-0"5WOOD -WINDOW SILL -STUCCO3" = 1'-0"8WOOD -WINDOW SILL -STUCCO W/ TRIM 3" = 1'-0"4WOOD -WINDOW HEAD -STUCCO 3" = 1'-0"9WOOD -WINDOW SILL -SHOWER -INTERIOR 2" = 1'7WOOD -1-HR WALL -INTERIOR TO GARAGE SEISMIC STRAPING OF WATER HEATER STRAPPING SHALL BE AT A POINT WITHIN THE UPPER 1/3 AND THE LOWER 1/3 OF THE WATER HEATER'S VERTICAL DIMENSIONS. AT THE LOWER POINT, A MINIMUM DISTANCE OF FOUR (4) INCHES SHALL BE MAINTAINED ABOVE THE CONTROLS TO THE STRAP. OTHER METHODS AND LOCATION MAY BE ACCEPTABLE, CHECK WITH THE BUILDING & SAFETY DIVISION. AC CONDENSER MOUNTING PAD EGRESS OPENINGS & FLOOD OPENING N.T.S.2 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-08 ARCHITECTURAL DETAILS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-09 AGING-IN-PLACE / FALL PREVENTION NOTES & FEATURES / ELECTRIC-READY REQUIREMENTS NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 REINFORCEMENT FOR GRAB BARS.[R327.1.1] AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH REINFORCEMENT INSTALLED IN ACCORDANCE WITH THIS SECTION. WHERE THERE IS NO BATHROOM ON THE ENTRY LEVEL, AT LEAST ONE BATHROOM ON THE 2ND OR 3RD FLOOR OF THE DWELLING SHALL COMPLY WITH THIS SECTION. 1. REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING AGENCY. 2. REINFORCEMENT SHALL NOT BE LESS THAN 2 BY 8 INCH NOMINAL LUMBER (1-1/2” X 7-1/4” ACTUAL DIMENSION) OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY. REINFORCEMENT SHALL BE LOCATED BETWEEN 32” AND 39-1/4” ABOVE THE FINISHED FLOOR, FLUSH WITH THE WALL FRAMING. 3. WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. 4. SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED. 5. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6” ABOVE THE BATHTUB RIM. 6. WHERE THE WATER CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR-MOUNTED, FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE ENFORCING AGENCY. REINFORCEMENT FOR GRAB BARS ELECTRICAL RECEPTACLE OUTLET, SWITCH & CONTROL HEIGHTS.[R327.1.2] ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48” MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15” MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. ELECTRICAL RECEPTACLE OUTLET, SWITCH & CONTROL HEIGHTS A. HEAT PUMP SPACE HEATER READY. SYSTEMS USING GAS OR PROPANE FURNACE TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FT. FROM THE FURNACE AND ACCESSIBLE TO THE FURNACE WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY”. 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE HEAT PUMP SPACE HEATER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” B. ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FT. FROM THE COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY”. 2. THE MAIN ELECTRICAL SERVICE 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.” C. ELECTRIC CLOTHES DRYER READY.CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE PLUMBING TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: 1. A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FT. FROM THE CLOTHES DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS “240V READY.” 2. THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS “FOR FUTURE 240V USE.” ELECTRIC-READY REQUIREMENTS ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING UNITS SHALL MEET THE FOLLOWING: [150.0(S)] A. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED: 1. ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM OF FOUR ESS-SUPPLIED BRANCH CIRCUITS; OR 2. A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH CIRCUITS IN SEC. 150.0(S)(2). ALL BRANCH 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 PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED “SUBPANEL SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS.” B. A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A SINGLE PANELBOARD 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. C. THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS. D. SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/ TRANSFER SWITCH WITHIN 3 FT. OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF BACKUP POWER SOURCE. ELECTRIC-READY REQUIREMENTS [R327.1.4] DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48” MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO BE PROVIDED AT A HEIGHT NOT EXCEEDING 48” ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON OR CONTROL. DOORBELL BUTTONS A KITCHEN IS DEFINED AS ANY ROOM CONTAINING COOKING APPLIANCES. EACH KITCHEN IS REQUIRED TO HAVE AN EXHAUST FAN DUCTED TO THE OUTSIDE WITH A MINIMUM VENTILATION RATE AND CAPTURE EFFICIENCY PER TABLE 150.0-G OR TABLE 160.2-G (MULTI-FAMILY). THE RANGE HOOD OVER THE STOVE MAY BE USED TO MEET THIS REQUIREMENT BUT THE RANGE HOOD MUST VENT TO THE OUTSIDE; RECIRCULATING RANGE HOODS CANNOT BE USED. THE DUCTING FOR THE EXHAUST FAN SHALL BE SIZED ACCORDING TO ASHRAE STANDARD 62.2 TABLE 7.1. THIS LOCAL EXHAUST FAN MAY OPERATE CONTINUOUSLY OR INTERMITTENTLY. INSTALLING THIS LOCAL EXHAUST FAN IN THE KITCHEN WILL ALLOW THE HOME OCCUPANT TO REGULATE THE INDOOR AIR QUALITY WHEN NEEDED. INCLUDE KITCHEN RANGE HOOD EXHAUST FAN SIZE TO MATCH CURRENT 2022 CEC TABLE 150.0-G REQUIREMENT. KITCHEN EXHAUST REQUIREMENTS INTERIOR DOORS. [R327.1.3] EFFECTIVE JULY 1, 2024, AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALL PROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32”, MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM THE CLOSED POSITION; OR, IN THE CASE OF A 2- OR 3- STORY SINGLE FAMILY DWELLING, ON THE 2ND OR 3RD FLOOR OF THE DWELLING IF A BATHROOM OR BEDROOM IS NOT LOCATED ON THE ENTRY LEVEL. INTERIOR DOORS DOCUMENTATION FOR GRAB BAR REINFORCEMENT.[R327.1.1.1] INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION & MAINTENANCE MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE, CH. 4, DIVISION 4.4. DOCUMENTATION FOR GRAB BAR REINFORCEMENT 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-11 SOIL REPORT NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 03/30/2024 PLAN CHECK RESUBMITTAL 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-12 SOIL REPORT NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 03/30/2024 PLAN CHECK RESUBMITTAL 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-13 SOIL REPORT NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 03/30/2024 PLAN CHECK RESUBMITTAL 1313 N English St 8/28/2024 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , U N I T # 2 SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : SHEET INDEX: SHEET TITLE S0 STRUCTURAL NOTES S1 FOUNDATION & ROOF FRAMING PLAN SD1 FOUNDATION DETAILS SD2 FRAMING DETAILS SINGLE/REPTITIVE 2X4 #2: Fb = 1350/1552 PSI ; Fv=180 PSI, E=1.6x106 2X6 #2: Fb = 1170/1345 PSI 2X8 #2: Fb = 1080/1242 PSI 2X10 #2: Fb = 990/1138 PSI 2X12 #2: Fb = 900/1150 PSI 2X14 #2: Fb = 810/ 931 PSI 1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20. 2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED DOUGLAS FIR (PTDF), U.N.O 3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER. 4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.) 5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT SHOWN. 6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.) 7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10" DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING. 8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY GRADE MARK OF D.F.P.A OR A.P.A. 9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER. 11. ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19% MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.: WALLS 2X4 STUDS (UP TO 10')"STANDARD" OR BETTER 2X4 STUDS (OVER 10')NO.2 OR BETTER 2X PLATES & 3X PLATES "CONSTRUCTION GRADE" OR BETTER 2X6 STUDS NO.2 2X JOIST NO.2 12.ALL NAILING TO BE PER TABLE NUMBER 2304.9.1 OF THE LATEST CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE. 13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD PANELS A MINIMUM OF 4'-0". 14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498. 15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR. 16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION: POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION). ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU', U.N.O. 17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft IN WIDTH. 18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING ABOVE. 19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE BALLOON FRAMED WITH CONTINUOUS STUDS TO BOT. CHORD OF TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O. 20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE USED AT EXTERIOR HORIZONTAL JOINTS. 21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES. FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF FIREBLOCKS SHALL INCLUDE: A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS. B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS. 22.FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES). FOUR OR MORE JOISTS; 1/2" DIA. M.B's AT 18" O.C STAGGERED. 4X OR LARGER BEAMS; 1/2" DIA. M.B's AT 12" O.C STAGGERED. 23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP LABELS AND FREE OF HEART CENTER (FOHC). 24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O. AND SIMPSON "IUS" FOR I-JOISTS, U.N.O. 25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE. 26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS, U.N.O. 27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP. 28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS, SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF PLYWOOD. 29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH SHEAR WALLS. 30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS THAN 4 in. O.C., U.N.O. 31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED W/ MIN. (12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN. 32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST. 33.PROVIDE SOLID BLK'G BETWEEN PERPENDICULAR JOIST AT BEARING AND AT SHEAR WALLS. 34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF HEART CENTER (FOHC). 35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/OR BC's MINIMUM, U.N.O. 36.ALL SIMP. HDU, HTT, HDQ, HHDQ, AND CB HOLDOWNS TO BE FASTENED TO 4x4 POST MIN., U.N.O. 37.ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA. FROM EACH END AND/OR SPLICE OF THE PIECE. 38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O. PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES. 39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE CONSTRUCTED PER SECTION 2308 OF THE CALIFORNIA BUILDING CODE (CBC), U.N.O. 40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER REVIEW. 41. PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING. 42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT CONCRETE IS USED AT THE FLOOR. 43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O. 44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES. BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. 45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1) 2X4 KING STUD AT EACH END, U.N.O. 46. AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK (16 GA.) AND 1 1 2 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS THAN (6) 16d NAILS. 47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS. 48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O. 49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O. 50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT. 51.FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A 153 LUMBER/CARPENTRY DESIGN LOADS SIMPSON ICC - ESR REPORTS 1.CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN CBC 2022 CHAPTER 17, SEE INSPECTION SCHEDULE BELOW ONLY CHECKED ITEMS ARE REQUIRED 2.APPROVAL BY THE INSPECTOR DOES NOT MEAN APPROVAL OF FAILURE TO COMPLY WITH THE PLANS OR SPECIFICATIONS. ANY DETAIL THAT FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE STRUCTURAL ENGINEER FOR INTERPRETATION OR CLARIFICATION 3.FOR VERIFICATION AND INSPECTION OF SOILS SEE SOILS REPORT 4.CONTINUOUS SPECIAL INSPECTION PER AWS D1.1 IS REQUIRED FOR ALL STRUCTURAL STEEL WELDING, EXCEPT FOR SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE WELDING INSPECTORS SHALL BE AWS Q.C.-1 CERTIFIED 5.STRUCTURAL WOOD. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD SHEAR WALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLDOWNS EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEAR WALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC-FORCE-RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER (O.C.) INSPECTIONS SHALL BE PERFORMED BEFORE COVERING 6.CONTRACTORS RESPONSIBLE FOR CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THIS STATEMENT OF SPECIAL INSPECTION SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC 1704.4. 7.WHERE FABRICATION OF MEMBERS AND ASSEMBLIES IS PERFORMED ON THE PREMISES OF A FABRICATOR'S SHOP, SPECIAL INSPECTION OF THE FABRICATED ITEMS SHALL BE REQUIRED BY THIS SECTION, UNLESS THE FABRICATOR IS REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. APPROVAL SHALL BE BASED UPON REVIEW OF THE FABRICATOR'S WRITTEN PROCEDURAL AND QUALITY CONTROL MANUALS AND PERIODIC AUDITING OF FABRICATION PRACTICES BY AN APPROVED SPECIAL INSPECTION AGENCY. AT COMPLETION OF FABRICATION, THE APPROVED FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE BUILDING OFFICIAL STATING THAT THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE OF VERIFYING APPROVAL OF FABRICATOR. ESR-1056 TITEN HD® SCREW ANCHOR ESR-1161 CONTINUOUS ROD TIE-DOWN SYSTEM UTILIZING URS UPLIFT ROD RUNS ESL-1168 SET-3G™ EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE ESR-1267 STRONG-WALL® SHEAR PANELS ESR-1396 WEDGE-ALL ANCHORS ESR-1472 WSNTL WOOD SCREWS ESR-1622 POST BASE CONNECTORS FOR WOOD CONSTRUCTION ESR-1679 STEEL STRONG-WALL SHEAR PANELS ESR-1772 SET EPOXY ESR-1958 ACRYLIC-TIE ADHESIVE ANCHOR SYSTEM ESR-2105 STRAPS ESR-2138 POWDER-ACTUATED FASTENERS, THREADED STUDS AND ASSEMBLIES ESR-2236 STRONG-DRIVE SDS SCREWS ESR-2320 COUPLING TAKE-UP DEVICE (CTUD), TAKE-UP DEVICE (TUD AND ATUD), RATCHETING TAKE-UP DEVICE (RTUD), AND TAKE-UP WASHER (TUW) ESR-2330 SCREW HOLD-DOWN (HOLDOWN) CONNECTORS ESR-2508 ALSO EN ESPAÑOL SET-XP EPOXY ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE ESR-2523 INDEX OF SIMPSON STRONG-TIE STAMPED AND WELDED COLD-FORMED STEEL PRODUCTS FOR WOOD OR COLD-FORMED STEEL CONSTRUCTION ESR-2549 FACE-MOUNT HANGERS FOR WOOD FRAMING ESR-2551 ADJUSTABLE HANGERS AND HIP CONNECTORS FOR WOOD FRAMING ESR-2552 FACE-MOUNT HANGERS SUPPORTING ENGINEERED WOOD PRODUCTS (STRUCTURAL COMPOSITE LUMBER [SCL], PREFABRICATED WOOD I-JOISTS AND GLULAM BEAMS) ESR-2553 TOP-FLANGE HANGERS FOR SAWN LUMBER ESR-2555 MASA/MASAP CAST-IN-PLACE FOUNDATION ANCHOR STRAPS ESR-2604 COLUMN CAPS FOR WOOD CONSTRUCTION ESR-2605 CONNECTORS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION ESR-2607 CONNECTORS FOR PANELIZED ROOF CONSTRUCTION ESR-2608 STUD SHOES, PLATE TIES, WALL BRACING, AND JOIST BRIDGING FOR WOOD CONSTRUCTION ESR-2611 SSTB SERIES AND SB SERIES CAST-IN-PLACE ANCHOR BOLTS ESR-2613 HURRICANE AND SEISMIC STRAPS AND TIES FOR WOOD FRAMING ESR-2615 TOP-FLANGE HANGERS FOR ENGINEERED WOOD PRODUCTS (EWP) ESR-2616 CONNECTORS ATTACHING WOOD MEMBERS TO CONCRETE CONSTRUCTION ESR-2652 STRONG-WALL® WOOD SHEARWALL PANELS (WSWS)STRONG-WALL® SB SHEARWALL PANELS (SWSBS) ESR-2705 TORQ-CUT™ SELF-UNDERCUTTING ANCHORS FOR CRACKED AND UNCRACKED CONCRETE ESR-2713 ALSO EN ESPAÑOL TITEN HD® SCREW ANCHOR AND TITEN HD® ROD HANGER FOR CRACKED AND UNCRACKED CONCRETE ESR-2762 METAL CONNECTOR PLATES FOR WOOD TRUSSES: AS-20 AND AS-18-HS ESR-2802 STRONG FRAME® SPECIAL MOMENT FRAME ESR-2811 GDP AND GDPS GAS-ACTUATED FASTENERS ESR-2877 WOOD FRAMING CONNECTORS FOR MASONRY CONSTRUCTION ESR-2920 CAST-IN-PLACE STRAP STYLE HOLDOWNS AND PURLIN ANCHORS IN CONCRETE ESR-3006 STRONG-DRIVE® X AND FPHSD SELF-DRILLING TAPPING SCREWS ESR-3037 ALSO EN ESPAÑOL STRONG-BOLT® 2 WEDGE ANCHOR ESR-3046 STRONG-DRIVE® SD AND SDWF SERIES SCREWS ESR-3050 EMBEDDED COLUMN BASES IN CONCRETE ESR-3096 CONNECTORS USING SD-SERIES SCREWS ESR-3372 ALSO EN ESPAÑOL ET-HP® EPOXY ADHESIVE ANCHORS FOR CRACKED AND UNCRACKED CONCRETE ESR-3403 ALSO EN ESPAÑOL COMPOSITE STRENGTHENING SYSTEMS (CSS) ESR-3638 ET-HP® ADHESIVE ANCHOR SYSTEMS FOR UNREINFORCED BRICK MASONRY ESR-3707 BLUE BANGER HANGER® CAST-IN-PLACE, INTERNALLY THREADED INSERTS IN CRACKED AND UNCRACKED CONCRETE ESR-4057 SET-3G™ EPOXY ADHESIVE ANCHORS IN CRACKED AND UNCRACKED CONCRETE ESR-4208 PPSD AND CBSDQ SELF-DRILLING TAPPING SCREWS GOVERNING CODES: 2022 CALIFORNIA BUILDING CODES SEISMIC DESIGN DATA IMPORTANCE FACTOR 1.0 SITE CLASS D SS 1.314 S1 0.468 SDS 1.051 SD1 0.572 SEISMIC DESIGN CAT.D SITE CLASSIFICATION D RISK FACTOR II CS 0.162 Fa 1.2 Fv 1.7 R 6.5 W 2.50 REDUNDANCY FACTOR 1.3 WIND DESIGN BASIC WIND SPEED 95 MPH RISK FACTOR 1.00 WIND EXPOSURE C INT. PRESSURE COEFF.0.18 ROOF DL =15 PSF LL =20 PSF CEILING DL =5 PSF LL =10 PSF EXTERIOR WALL DL =15 PSF INTERIOR WALL DL =10 PSF 2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH: BEAMS AND STRINGERS 4X10 AND SMALLER NO.2 4X12 AND LARGER NO.1 6X AND 8X NO.1 4x POST/TIMBERS AND LARGER NO.1 ROOF PLANKING AND DECKING COM.DEX. BOARD SHTG. AND STRIPPING SUITABLE FOR INTENDED USE. SPECIAL INSPECTION B. HIGH-STRENGTH AND ANCHOR BOLTS 1704, 1705 & 1707 FOR THE FOLLOWING CONDITIONS: 1. SPECIAL INSPECTION IS REQUIRED PER CBC SECTION 109, C. STEEL MOMENT FRAME CONNECTIONS A. FIELD WELDING D. EPOXY ANCHORS (Continuous) (Continuous) E. STRUCTURAL MASONRY (AS NOTED) (Continuous) (Continuous) (Sect. 1704.5.1.3) F. STRUCTURAL PLYWOOD (<=4" O.C.)(Periodic) G. CONCRETE (OVER 2500 psi)(Continuous) H. POST-TENSION (WHEN OCCURS)(Continuous) I. CAST-IN-PLACE CAISSONS (Continuous) J. SOILS COMPLIANCE (Per Soils Report) 4X4 #2: Fb = 1350 PSI 4X6 #2: Fb = 1170 PSI 4X8 #2: Fb = 1170 PSI 4X10 #2: Fb = 1080 PSI 4X12 #1: Fb = 1100 PSI ; Fv=180 PSI, E= 1.7x106 4X14 #1: Fb = 1000 PSI 4X16 #1: Fb = 1000 PSI 6X10 #1: Fb = 1350 PSI ; Fv=170 PSI, E=1.6x106 6X12 #1: Fb = 1350 PSI S0 1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING STARTING ANY WORK. THE ENGINEER SHALL BE NOTIFIED OF ANY AND ALL DISCREPANCIES. 2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN OTHERWISE. 3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON PROJECT. 4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE 2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN THESE NOTES AND SPECIFICATIONS. 5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO THE ENGINEER FOR INTERPRETATION OR CLARIFICATION. 6. SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON STRUCTURAL DRAWINGS. 7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN CONSIDERED BY ENGINEER. 8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL OBSERVATION JOBSITE VISITS BY THE ENGINEER SHALL NOT INCLUDE INSPECTION OF THE ABOVE ITEMS. 9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC. IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY. 10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH. 11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET" DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH. 12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF LOAD MAY BE USED. 13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY FROM THE ACTUAL CONSTRUCTION. 14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE. 15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL NOTES AND THE STRUCTURAL GENERAL NOTES (SHT SGN), THE MORE STRINGENT REQUIREMENT SHALL GOVERN. 1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5 BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2 SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND LARGER TO BE ASTM A-615 GRADE 60 2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M. 3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 4.ALL BENDS SHALL BE MADE COLD. 5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0" MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND 48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O. 6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE. 7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW: CONCRETE MASONRY A.POURED AGAINST EARTH 3"2" B.POURED AGAINST FORM BELOW GRADE 2"2" #6 AND LARGER 2"2' #5 AND SMALLER 1 1 2"1 1 2" C.FORMED SLABS 1"1" D.SLABS ON GRADE (FROM TOP OF SLAB) 1"1" E.COLUMNS AND BEAMS TO MAIN BARS 1 1 2"2" F.WALLS EXPOSED TO WEATHER 1 1 2"1 1 2" NOT EXPOSED TO WEATHER, #11 AND SMALLER 3 4"3 4" #14 AND #18 1 1 2"1 1 2" 1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE SUPERVISION OF THE LICENSE CONTRACTOR AND THE SOIL ENGINEER (IF APPLICABLE) 2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS REQUIRED. 3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD. 4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO STREET. 5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM OUTSIDE CORNER OF ANY FOOTING. 6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY OF ENGINEER OF RECORD. 7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE PRIOR TO FOUNDATION INSPECTION. 8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE FLOOR BY ELECTRIC SERVICE METERS. 9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED. 10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O. 11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN OCCURS). 12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE LOCAL AHJ REQUIREMENTS OR THE SOILS ENGINEER'S RECOMMENDATIONS (IF APPLICABLE) FOUNDATION/SITEWORK REINFORCING STEEL GENERAL NOTES EXPOSURE REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS (ACI 318-19, Table 19.3.2.1) CLASS MAX. W/C MIN. F'c (PSI) ADDITIONAL REQUIREMENTS AIR CONTENT LIMITS ON CEMENT. MAT'L. F0 N/A 2,500 N/A N/A F1 0.45 4,500 ACI 318-19 TABLE 19.3.3.1 N/A F2 0.45 4,500 N/A F3 0.45 4,500 ACI 318-19 TABLE 19.2.1.1 EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) CEMENTITIOUS MATERIAL TYPE ASTM C150 S0 N/A 2,500 S1 0.50 4,000 S2 0.45 4,500 S3 0.45 4,500 ASTM C595 ASTM C1157 CALCIUM CHLORIDE ------------ II V V+POZZOLAN or SLAG IP(MS), IS(<70), (MS) IP(HS), IS(<70), (HS) IP(HS)+POZ.orSLAG IS(<70), (HS)+POZ. MS HS HS+POZZOLAN or SLAG --- NOT PERMITTED NOT PERMITTED EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) P0 N/A 2,500 P1 0.50 4,000 NONE NONE EXPOSURE CLASS MAX. W/C MIN. F'c (PSI) MAX. CHLORIDE ION CONTENT % BY WT. REINFORCED CONC. C0 N/A 2,500 C1 N/A 2,500 C2 0.40 5,000 RELATED PROVISIONS 1.00 --- 0.30 0.15 --- ACI 19.3.2.1 & 20.6.1.4.2 PRESTRESSED CONC. 0.06 0.06 0.06 ADDITIONAL REQUIREMENTS 1 2 3 4 5 5 5 5 6 1 1 1 FREEZING/THAWING SULFATE LOW PERMEABILITY CORROSION ACI 318-19 TABLE 19.3.3.1 ACI 318-19 TABLE 19.3.3.1 NOTES: 1. FOR LIGHT WEIGHT CONCRETE, SEE ACI 318-19, SECTION 19.2.4.2 2.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MATERIAL OF THOSE LISTED IN TABLE 19.3.2.1 SHALL BE PERMITTED WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN SECTION 19.3.1.1 3.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10% ARE PERMITTED IF THE W/C DOES NOT EXCEED 0.40 4.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE III OR TYPE I ARE PERMITTED IN EXPOSURE CLASSES S1 or S2 IF C3A CONTENTS ARE LESS THAN 8% or 5%, RESPECTIVELY 5.THE AMOUNT OF THE SPECIFIC SOURCE OF POZZOLAN or SLAG TO BE USED SHALL NOT BE LESS THAN THE AMOUNT DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALT: THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN or SLAG TO BE USED SHALL NOT BE LESS THAN THE AMOUNT TESTED PER ASTM C1012 AND MEETING CRITERIA OF ACI 318-08, SECTION 19.3.1.1 6.WATER SOLUBLE CHLORIDE ION CONTENT THAT IS CONTRIBUTED FROM THE INGREDIENTS INCLUDING WATER, AGGREGATES, CEMENT AND ADMIXTURES SHALL BE DETERMINED PER ASTM C1218 BETWEEN 28 AND 42 DAYS. 1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE CALIFORNIA RESIDENTIAL CODE (CRC 2022) 2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS. 3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE CEMENT TYPE TYPE V 4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT CONCRETE. 5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS, U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM C-94. 6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. 7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE. 8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR 10-DAYS OR BY AN APPROVED CURING COMPOUND. 9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC. 10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS, A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS. 11.ALL STRUCTURAL CONCRETE f'c = 4000 PSI ALL SLAB-ON-GRADE f'c = 4000 PSI ALL CONTINUOUS FOOTINGS AND PADS f'c = 4000 PSI ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH 28 - DAYS (MIN. W/C RATIO=0.5). CONCRETE 1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR LARCH (DF) LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.). 2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI 3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A MOISTURE CONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE. 4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS. 5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS. A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING DEPARTMENT PRIOR TO INSTALLATION. 6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A RADIUS = 3500, UNLESS NOTED OTHERWISE. 7.PARALLAM PSL 2.2E BY I-LEVEL PER ESR-1387 & LARR-25202 fb = 2900 PSI; fv = 290 PSI; E = 2.2x106 PSI TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202 fb = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202 fb = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI 8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING BY ENGINEER PRIOR TO INSTALLATION. 9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST) (OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL. 10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538 LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176 BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999 ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439 11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE NAILING (SPN) IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE. 12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED. GLULAMS/MFR. WD. PROD. 1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d 2.CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d 3.CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d 4.CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL TABLE R802.5(9) 5.COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 2-16d 6.RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d 7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d 8.STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C. 16d BOX @ 16" O.C. 9.STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 10.BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C. 16d BOX @ 12" O.C. 11.CONTINUOUS HEADER TO STUD, TOE NAIL 4-8d 12.TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C. 10d BOX @ 12" O.C. 13.DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 12-16d 14.BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C. 16d BOX @ 12" O.C. 15.BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d 16.TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d 17.TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d 18.1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d 19.1X6 SHEATHING TO BEARING, FACE NAIL 2-8d 20.1X8 SHEATHING TO BEARING, FACE NAIL 3-10d 21.JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d 22.RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C. 8d BOX @ 4" O.C. 23.1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d 24.2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d 25.2" PLANKS 2-16d AT EACH BEARING 26.BAND/RIM JOIST TO JOIST, END NAIL 3-16d 27.BUILT-UP GIRDERS AND BEAMS FACE NAIL 2-20d AT ENDS & SPLICE 28.LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d 29.BRIDGING TO JOIST, TOE NAIL 2-10d CONNECTION NAILING NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.) 2.JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN NAILING SCHEDULE STRUCTURAL NOTES SOIL SOIL REPORT BY PRIORITY ENGINEERING GROUP ADDRESS: 335 E. BLUERIDGE AVE., ORANGE, CA 92865 PHONE: 949-391-8200 PROJECT NO.: 23-308 DATE: 12/20/2023 SOIL ENGINEER: GEORGE BACH SOIL BEARING PRESSURE 2800 PSF 1 1 1313 N English St 8/28/2024 B 9'-8" A 8' - 0 " B 8'-3" B 5' - 3 " B 8' - 0 " B 3'-2" HD U 2 5SD1 3SD1 HD U 2 5SD1 HD U 2 5SD1 HDU2 5SD1 3 SD1 P1 P1 HDU2 5SD1 3SD1 HDU2 5SD1 HDU 2 5SD1 HD U 2 5SD1 3SD1 HDU2 5SD1 7SD1 7SD1 5" CONCRETE SLAB ON GRADE W/ #4 @ 18" OC EW CENTERED IN SLAB OVER 10 MIL VISQUEEN OVER 4" OF 1/2" OR LARGER CLEAN AGGREGATE HD U 2 5SD1 3SD1 3SD1 4SD1 4SD1 4x6 HDR 4x6 HDR 4x6 HDR 4x6 HDR4x6 HDR 4x6 HDR 4x6 HDR 4x 6 H D R 4 x 6 H D R 2x6 R.R. @ 16" o.c. 2x6 R.R. @ 24" o.c. 2x6 R.R. @ 24" o.c. 2x 6 R . R . @ 2 4 " o . c . 2x 6 R . R . @ 2 4 " o . c . 2x 8 C . J . @ 2 4 " o . c . 2x8 C.J. @ 24" o.c. 2x10 RIDGE BOARD B 9'-8" 1SD2 4x 4 4x 4 A 8' - 0 " 12SD2 4x4 4x4 B 8'-3" 1SD2 4x 4 B 5' - 3 " 1SD2 4x4 4x4 4x8 H I P B M 4x8 H I P B M B 8' - 0 " 1 SD2 B 3'-2"19 SD2 4x 4 4x 4 4x 4 4x44x4 4x4 4x4 K.P. 4x4 DR A G J O I S T D R A G J O I S T 2x 1 0 RI D G E B O A R D 3 SD2 3.5x9.25 PSL CLG BM 3. 5 x 9 . 2 5 P S L C L G B M 1 1 2 3 HU 410 4x 6 DR O P B M 4x 6 DR O P B M 4 4 1SD2 11SD2 2 SD2 14SD213SD2 DRAG JOISTDRAG JOIST 15ASD2 10SD2 4x6 DROP BM 17 SD2 16 SD2 16 SD2 18ASD2 18ASD2 12SD2 3SD2 S1 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : REFER TO DETAILS 5/SD1 FOR INSTALLATION OF HOLDOWNS. REFER TO S.0 SHEET FOR MORE INFO. FOUNDATION NOTES 2. 1. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. 3. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG. OF RECORD FOR ALL DISCREPANCIES. 4. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING. 5. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING FOUNDATION INSPECTION. 6. SEE DETAIL 9/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL & TOP PLATES OF SHEAR WALLS. 7. SCALE: FOUNDATION PLAN 1/4" = 1'-0" FRAMING NOTES: CLEAR SPAN, L L ≤ 6'-0" 6'-0" < L ≤ 10'-0" L ≥ 10'-0" 2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN CONSTRUCTION KEY NOTES:X 1 2 3 4 5 FOUNDATION & FRAMING PLAN REBAR DETAIL SHEET NUMBERSDX X DETAIL NUMBER FOUNDATION LEGEND: FOOTING / SLAB FRAMING LEGEND: X X'-X" X SDX X DESCRIPTION MATERIAL SIZE EDGE NAILING 1,2 FIELD 6 8d 10d 6" 6" 4" 12" 12" 12" 6"12" 8" 10" 48" 36" 24" SHEAR WALL SCHEDULE FOOTNOTES: 1. ALL NAILS TO BE COMMON NAILS. 2. SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS. 3. SHT'G APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND NAILS ON EACH SIDE SHALL BE STAGGERED. 4. STAGGER NAILS 1/2" & SHT'G. ONE SIDE ONLY. 5. SHEETS SHALL NOT BE LESS THAN 4FT X 8FT, EXCEPT AT BOUNDARIES AND CHANGES WHERE SHEET SHALL BE 24" MINIMUM. 6. SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS. 2X4 WALL: 3" X 3" X 0.229" 2X6 WALL: 4-1/2" SQ. X .229" 12"6"16" LTP4 OR A35 16" 12" 10" 8" P 8d 6" 12" 6"16"--32" 12" --4"12"6" 4" 3/8" PLYWD/OSB, STRUCT. IW/ 8d @ 6", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 6", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 4", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 3", 12", BLOCKED 15/32" PLYWD/OSB, STRUCT. IW/ 10d @ 2", 12", BLOCKED SIMP. SDS 1/4"Ø X 6"16d A.B.'S 5/8" SEISMIC &WINDVALUE CONFORMING TO ANSI/AF&PA, SDPWS-2018/CBC 2022 3"STAGG. 2" STAGG. PANEL JOINT SILL 2X 2X 2X 2X 2X 2X 2X 2X SILL TO RIM/BLK'G RIM/BLK'G TO TOP PLATE SILL TO FOUND. A B C D E 10d 10d 10d X FRAMING 3" STAGG. 2"STAGG. 2,5 4 4 4 4 72" 2X 3X 3X 3X 200 / 280 plf 340 / 476 plf 665 / 931 plf 870 / 1218 plf 510 / 714 plf 3/8" CDX (EXTERIOR NON-SHEARWALL) PAD SCHEDULE 1'-6" SQ. X 18" DEEP PAD W/ (2) #4 E.W. BOTT. PAD TYPESYM. P1 PX SCALE: ROOF FRAMING PLAN 1/4" = 1'-0" 1 1313 N English St 8/28/2024 SD1 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : FOUNDATION DETAILS SINGLE LAYER INTERSECTION & CORNER L L L L L L L L L L = 30 BAR DIAM. MIN. IN CONCRETE. 40 BAR DIAM. MIN. IN MASONRY. DOUBLE LAYER INTERSECTION & CORNER CONCRETE FOOTING INTERSECTION REINF. MAY BE CONT. OR ADD BARS WITH SAME SIZE & SPACING AS WALL/FOOTING REINF. BEND LAP SPLICE STIRRUP TIE OR HOOK NOTES: CROSSTIE WIRE TIE END D D 90° BEND R 180° BEND R12 " 4 db 2 12" MIN. 6 d b 4" M I N . 6db 3" M I N . * INCREASE LENGTH BY 30% FOR TOP BARS (HORIZONTALBARS SO PLACED THAT MORE THAN 12" OF FRESH CONC.IS CAST IN THE MEMBER BELOW, EXCLUDE WALLS) DE T A I L I N G DI M E N S I O N DE T A I L I N G DI M E N S I O N 6 d b 4" M I N . 12 d b F O R # 6 T H R U # 8 3" M I N " D= 4db FOR #3 THRU #5 D= 6db FOR #6 THRU #8 8db 8db 48 db R= 3db FOR #3 THRU #8R= 4db FOR #9 THRU #11R= 5db FOR #14 THRU #18 1. PUT CROSSTIE W/ EACH STIRRUP ALT. 135° BENDS (90° FOR CIRCULAR TIE) 2. ALL BENDS SHALL BE MADE COLD TYP. REBAR DETAIL 1' - 0 " M I N . 6" M I N . SEE PLAN (3" MIN.) ℄ POST & PAD WOOD POST F.G. SEE PLAN (3" MIN.) OPT. CONC. SLAB PAD & REINF. SEE PLANS SIMP. COLUMN BASE CB/ CBSQ (U.N.O.) PER PLAN 12" 12" THRU STIRRUP #3 MIN. "V" BAR BENT ALT. COND. 12" 12" THRU STIRRUP #3 MIN. "V" BAR BENT COLUMN BASE D W 2" MI N . PORCH SLAB SLOPE TO DRAIN 6" MIN. F.G. 6" MI N . NOTE: INFORMATION NOT SHOWN.SEE DETAIL #3 FOR LEGEND ANDFACE OF STUDS #3 X 24" DOWELS @ 24" O.C. HOUSE FOOTING TO PORCH SLAB NOTE: SEE DETAIL #3 FOR LEGEND & INFORMATION NOT SHOWN CONC. SLAB SHOT PIN SEE SHEET S-0 NON-BEARING INTERIOR WALL SO I L : 8 " M I N . CO N C . : 4 " M I N . 12" 7" MI N . EM B E D 1. 2X STUD WALL 2. SHEAR WALL AS OCCURS, SEE PLAN AND SHEAR WALL SCHEDULE 3. P.T.D.F. SILL PLATE W/ 5/8"Ø ANCHOR BOLTS PER SHEAR WALL SCHEDULE, (2) BOLTS PER PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7db. FROM EACH END AND/OR SPLICE OF THE PIECE. 4. (2) #4 BARS, TOP AND BOTTOM 5. #3 DOWELS @ 18" O.C 6. SLAB PER PLAN 7. SUBGRADE AND VAPOR BARRIER PER PLAN 8. SCREED @ STUCCO FINISH 18 " 1 2 3 4 6 5 7 8 7" FO R 2 PO U R S ON L Y FOOTING DETAIL HDU 5" MIN. 16 " MI N . RE T U R N 3" CL R . le 1 3/4" MIN. E E le 18" 18 " 1. REBAR PER TABLE, CENTERED @ "HD" (BEND REBAR @ CORNER). FOR COND. B, LOCATE TOP REBAR 3" TO 5" FROM TOP OF CONCRETE. 2. EDGE OF DEEPENED SLAB/FTG FOR HOLDOWN @ INT. SHEAR WALL. 3. CONCRETE STEM/FOOTING WIDTH (8" MIN. FOR 7/8"Ø BOLT, 6" MIN. FOR 5/8"Ø BOLT) ENTIRE EMBED. LENGTH. 4. SS BOLTS PER SCHEDULE. 5. FTG WIDTH (13" FOR 7/8"Ø BOLT, 9" FOR 5/8"Ø BOLT). 6. EXTERIOR FOOTING EDGE. 7. CONCRETE CORNER. 8. CONCRETE END. 9. DEEPEND FOOTING AS REQUIRED TO ENSURE PROPER EMBEDMENT 10.USE 16D SINKER NAILS. (0.148"X3 1/4"). NOTES: - SEE PLANS FOR HOLDOWN TYPES. - SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN. - REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT SHOWN. - WHEN 3-2X MEMBER IS USED FOR HDQ8 & HDU, 1/4"Øx4 1/2" SDS SCREWS SHOULD BE USED. SIMPSON HOLDOWN SB BOLTS #4 BAR X 8'-0" CENTERED @ HD*le (in.) IN LIEU OF #4 USE #5 BAR X 8'-0" CENTERED @ HD * HDU2 SS5/8x24 (2) TOP & BOT. (1) TOP & (1) BOT. HDU4 (2) TOP & BOT. (1) TOP & (1) BOT. HDU5 / HTT5 (2) TOP & BOT. (1) TOP & (1) BOT. HDU8 / HDQ8 (2) TOP & BOT. (1) TOP & (1) BOT. * CONT. FOOTING REINFORCEMENT CAN BE COUNTED AS PART OF REBAR REQUIREMENT IFBAR SIZE ARE SAME AS THOSE REQUIRED PER SCHEDULE; OTHERWISE, BARS PERSCHEDULE ARE ADDITIONAL. SB BOLTS INSTALLATION @ SW @ EXT. FOOTING SB BOLT INSTALLATION @ SW @ INT. FTG/SLAB PLAN VIEW SB @ CONC. CORNER PLAN VIEW SB @ CONC. END 1 2 53 4 9 6 4 1 7 4 8 5" MIN. 3" CL R . 24" NOTES: - 4x4 POSTS CAN BE REPLACED W/ 2-2x4 AS LONG AS NAILS ARE MAINTAINED W/ MIN. EDGE DISTANCE AS REQUIRED BY THE MANUF. SPEC. & S.W. EDGE NAILS STAGGERED ON BOTH STUDS. - FOR NON-MONOPOUR FOUNDATIONS, USE (2) #5 DOWELS PER EACH SB BOLT, PLACED WITHIN 2" FROM THE BOLT. HOLD DOWN 8"8" E-E SECTION le 3" CL R . 9 9 SS5/8x24 SS5/8x24 SS7/8x24 24" 24" 24" 1313 N English St 8/28/2024 CALIFORNIA FRAMING FRAMING PER PLAN B.N. 2X CONT. W/ 2-16d @ EACH RAFTER CALIFORNIA FRAMING 2X6 PURLIN @ 9'-0" O.C. & 2X4 KICKER @ 4'-0" O.C. 2X6 RIDGE BM. W/ 2-16d TOE NAIL. TYP. EA. FACE AND EA. SIDE 2X6 RAFTERS @ 24" O.C. ROOF SHEATHING SIMPSON "DTC" @ 48" OC MAX. 2X BLK'G. @ 48" O.C. W/ (3) 16d'S @ EA. END JOIST OR TRUSS BOTT. CHORD 14" C L R . 14" C L R . NON-BRG. WALL NON BEARING WALL TYP. AT RIDGE 3 3 NAILS SHALL BE STAGGERED & AT LEAST 2 1/4" APART. SINKER OR 10d COMMON FULLY NAIL STRAP W/ 16d NOTE: - - 4'-0" LAP MIN. 1 1. MIN. TWO ROWS 16d's, TOTAL (24) 16d's @ TYP. PLATE SPLICES OR BREAKS. 2. MSTA36. 3. LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUDS W/ (3) 16d'S EACH SIDE. 4. PLATE TO STUD NAILING PER C.B.C. MIN. REQUIREMENTS. 2 4 TOP PLATE SPLICE TYP. No BLOCKING, E.N. E.N.(E.N.) PER PLAN CONTINUOUS PANEL EDGE (E.N.) PER PLAN PANEL BOUNDARY &BOUNDARY NAILING (B.N.)PER PLAN DISCONTINUOUS PANEL EDGE, NOTE: - STAGGER JOINTS AS SHOWN - MIM. SIZE OF SHEET SHALL BE 2 FT. X 2 FT.- NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURESURFACE OF SHEATHING - TOLERANCE ON NAILING SHALL BE 3/4" W/ THE AVERAGE NAIL SPACING OVER ANY 4 FT. LENGTH BEING AT LEAST THAT NOTED ON THE PLAN PER PLAN DIRECTION OF FACE GRAINPERPENDICULAR TO SUPPORT FRAMING @ 24" O.C.. SHOWN(16" O.C.. SIMILAR) PANEL BOUNDRY & BOUNDARY NAILING (B.N.) FIELD NAILING PLYWOOD SHEATHING LAYOUT NOTCH SIMP. "MSTA36" W/ (11) 10d COMMONS EA. END (STRAP NOT REQ.'D @ SILL PLT.) BORED HOLE NOTE: ONLY ONE NOTCH OR HOLE ALLOWED PER EACH STUD. (EXCLUDING LET-IN BRACES). NOTCHES BORED HOLES 2-2X TOP PLT. 2X OR 3X SILL PLT. 2x4 2x6 2x8 6' 6' 6' MIN. SPACING "L" MAX. MAX. "W" 3-1/2" 5-1/2" 5-1/2" 1-1/2" 2" 3" 2" 3" 1-1/4" 12" MIN.12" MIN. 'L' MAX. EQ . EQ . 'W ' MA X . PLATE NOTCHING AND BORING 2'-0" MIN. PANEL WIDTH EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES SHEAR WALL INDICATED TO SHEAR WALL SCHEDULE WALL SCHEDULE TRIMMER WHERE OCCURS FIELD NAIL @ 12" O.C. KING STUD OR POST PER PLAN. EDGE NAIL (E.N.) SHEAR PANEL TO POST INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILINGNOTES: 1. PROVIDE 3 8" EDGE DISTANCE FOR NIALS; 2. PROVIDE MIN. 2X BLK'G. @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHEDULE; 3. STAGGER NAILS THAT ARE SPACED 2" O.C.; 4. FOR SPECIFIC SHEARWALL CONDITIONS SEE PLAN & SCHEDULE; 5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS; 6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL LENGTH. MAX. LENGTH OF EA. OPENING IS 4-12" IN ANY DIRECTION. BY ON PLAN REFERS SHEAR PANEL 3 8" TYP. C PANEL JOINTL LC NAIL SHT'G. 2x4 W 16d'S @ 12" O.C. JOIST OFFSET EDGE SUPPORT OFFSET EDGE SUPPORT 2x4 FLAT W/ (2) - 10d @ EACH END C PANEL JOINTL C NAILL SHT'G BLOCKING AT EDGE SUPPORT STRAP PER CHART BELOW (TO EACH JOIST WHEN EQ.EQ. PLYWD. SHT'G W/E.N. DROP BEAM, OR DBL. JST. SEE PLAN FOR BRG. CONDITION FLUSH BEAM OR DBL. JST. DBL. FLR. JST.) 8d BOX/SINKER @ 4-1/8"CS16 STRAP LENGTH END NAILS/SPACING 3'-6" 3'-6" 5'-6" LOAD 1700# 3400# 4500# (2)CS16 CMSTC16 A B C 8d BOX/SINKER @ 4-1/8" 16d SINKER @ 4-1/2" ALT. STRAP LOCATION DRAG DETAIL 2X FLAT BLK'G. W/ E.N. SEE PLAN FOR NO. OF BAYS (MIN. 4 BAYS). SIMPSON CS16 W/ 8d SINKER NAILS @ 2 116" O.C. CUT TO FIT OVER ALL BAYS OF BLK'G. WHERE APPLICABLE END L E N G T H TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS HIP BM. OR TOP CHORD OF HIP TRUSS END L E N G T H END LENGTH TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS ROOF SHT'G. W/ E.N. ALONG LINE OF DRAG SIMPSON CS16 W/ 8d SINKER NAILS @ 2 116" O.C. CUT TO FIT OVER ALL BAYS OF BLK'G. WHERE APPLICABLE DBL. TOP PLATE OR BEAM B A STRAP CS16 (2)CS16 CAPACITY 1700# 3400# END LENGTH 3'-6" 3'-6" * ADD 2"x4"x48" LONG MEMBER TO RECEIVE 2ND CS16 & NAIL W/16d'S @ 4" O.C. STAGGERED. DRAG DETAIL SHEAR TRANSFER 5 6 3 8 1 4 7 B.N. 2 5 63 8 1 4 7 B.N. 2 9 PARALLELPERPENDICULAR 1. RAFTER PER PLAN 2. ROOF SHEATHING 3. LTP4 @ 48" O.C. OR SEE SHEAR WALL SCHEDULE 4. SHEAR WALL AS OCCURS 5. (8) 10d NAILS 6. DBL. TOP PLATE 7. BEAM AS OCCURS 8. CEILING JOIST PER PLAN 9. CS14 W/ 2X BLK'G FOR 4 BAY MIN, U.N.O. SD2 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : FRAMING DETAILS OR ST6224 OR ST6224 (3)16d E/S SIMPSON MSTI 36 FLUSH BEAM POST OR MULT. 2X STUDS (3)16d E/S SIMPSON MSTI 36 BEAM EQ. ALT. CONDITION EQ. EQ. EQ. (2)2X TOP PLATE SIMP. A35 @ TOP.& BOTT. POST SILL PLATESIMP. A35 @ BM PER PLAN TOP & BOTT. POST OR MULT. STUD. STUD PER PLAN BEAM POCKET SHEAR TRANSFER B.N.B.N. B. N . B. N . X 18" MIN. ROOF SHEATHING FLAT 2X4 @ 24" O.C. (2) 16d FASCIA BOARD LTP4 @ 48" O.C. OR SEE SHEAR WALL SCHEDULE MATCH SHEAR WALL BELLOW 2X STUD 2X BLK'G LTP4 @ 48" O.C. OR SEE SHEAR WALL SCHEDULE SHEAR WALL PER PLAN RIM JOIST SIMP. A34 (2) 16d RAFTER PER PLAN 2X BLK'G W/ SIMP. CS16, 6 BAYS MIN.2X STRUT @ 24" O.C. (2) 16d 2X BLK'G @ 48" O.C. DBL. TOP PLATE CEILING JOIST PER PLAN DBL. TOP PLATE OR BEAM 2X ROO F R A F T E R LSTA30 @ 24" O.C. 2X ROO F R A F T E R SEE PLAN RIDGE BEAM. B.N. A35 @ EA RAFTER CONNECTION DETAIL 3 6 12 HIP-RIDGE CONNECTION 7 4 5 1. SIMP. HHRC, 3.11k PER HIP 2. HIP BEAM PER PLAN 3. RIDGE BEAM PER PLAN (4X10 MIN.) 4. KING POST PER PLAN 5. (2) SIMP. A34 6. SIMP. LPCZ 7. CEILING BEAM PER PLAN 1 2 ELEVATIONPLAN A SUR/L46 3 1/2" 1265# 5.5" B SUR/L410 3 1/2" 2245# 7.25" C SUR/L414 3 1/2" 2400# 9.25" MIN. WOOD MEMBER THICKNESS MIN. RAFTER DEPTH HD TYPE CAPACITYSKEW U HANGER HIP BEAM TO CEILING BEAM 1. TOP PLATE 2. HIP BEAM PER PLAN 3. CEILING BEAM PER PLAN 4. SIMP. SUR/L HANGER, SEE TABLE BELOW 1 2 3 4 POST TO BEAM 1. BEAM PER PLAN 2. SIMP. ECCLRQ 3. POST PER PLAN 4. SIMP. ECCLLQ 5. SIMP. CCTQ 5 3 1 6 3 1 2 3 1 CONNECTION DETAIL MATCH SLOPE OF ROOF4. 3. DBL. TOP PLATE, BEAM OR POST. 2. OVERALL BEAM DEPTH. FLUSH BEAM NOTCHED AS SHOWN.1. NOTE: DO NOT OVERCUT MIN. 5" FOR 14" DEEP BEAM &5. MIN. 4" FOR 11 7/8" DEEP BEAM. SEE PLANS HIGHER HEEL STAND IS REQ'D TS12 EA. SIDE6. POST OR STUD WALL PER PLAN 7. 1. BEAM PER PLAN 2. SIMP. A34, EACH SIDE, TOP & BOT. 3. POST PER PLAN 4. DBL TOP PLATE OR DROP BEAM PER PLAN 2 1 3 4 HIP BEAM 2 2 4 4 1 PLANSECTION 1. CEILING JOIST 2. DBL. TOP PLATE 3. SHEARWALL PER PLAN 4. 2X BLK'G 5. 2X STUD @ 16" O.C. 6. RAFTER PER PLAN 7. WALL SHEATHING, SAME AS BELOW 8. FASTENER & SILL PER SHEARWALL SCHEDULE. 9. SIMP A35 @ 16" O.C. 10. ROOF SHEATHING 11. SIMP A35 @ 16" O.C. 12. 2X BLK'G @ 48" O.C., BOTH SIDES OF COLLECTOR BEAM B. N . B. N . B. N . B.N. 5 2 9 9 8 7 10 5 4 3 6 1 SHEAR TRANSFER 12 12 6 B. N . B.N. 9 6 4 PERPENDICULAR RAFTERS PARALLEL RAFTERS 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-02 CALGREEEN MANDATORY MEASURES NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1313 N English St 8/28/2024 PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-03 CALGREEEN MANDATORY MEASURES NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 1313 N English St 8/28/2024 DETACHED ADU - TITLE 24 T24-1 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , U N I T # 2 SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : 1313 N English St 8/28/2024 DETACHED ADU - TITLE 24 T24-2 Job # Sheet No.: Scale Date Pr o j e c t f o r : DE T A C H E D A D U 13 1 3 E N G L I S H S T , SA N T A A N A , C A 9 2 7 0 6 Pl a n C h e c k # : __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ SEAL: SHEET DESCRIPTION : 01/27/2024 S2413 Co n t a c t : 1313 N English St 8/28/2024 S S S S S S S S S S S S S S S S W W W W W W W W W W S S S W W W W W W S S S S S S S S W W W W W W W W W W W W W W W W W W PROPERTY LINE 50.00' (E) MAIN HOUSE 1,135 SF 1313 ENGLISH ST (E) LIVING (E) DRIVEWAY PR O P E R T Y L I N E 1 4 1 . 1 9 ' PROPERTY LINE 50.00' (E) DINING (E) GARAGE 337 SF (E) HALLWAY ENGLISH ST PR O P E R T Y L I N E 1 4 1 . 1 9 ' (E) SEWER LATERAL V.I.F. * (N) ADU 998 SF 1313 ENGLISH ST UNIT 2 7 5FT EASEMENT (N) CLEAN OUT (N) PROPOSED WATER METTER EXIST WATER METTER V.I.F (E) EXIST DRIVEWAY APPROACH WM 8 EXIST LANSCAPE 1%MI N SE6 HIGHT POINT SE6 SE6 NS10 SE10 WM 9 SE10 1% MIN 1%MI N HIGHT POINT 2%MI N 2%MI N 2%MI N 2%MI N 2%MI N 2%MI N 2% MIN 2% MIN 2% MIN 2% MIN (N) CLEAN OUT EXIST LANSCAPE 1%MI N A A PROJECT CONTACT OWNERSHIP IT IS THE SUBCONTRACTORS RESPONSIBILITY PRIOR TO OR DURING CONSTRUCTION TO NOTIFY THE DESIGNERS OR JOB FOREMAN IN WRITING OR IN VERBAL OF ANY PERCEIVED ERRORS OR OMISSIONS IN THE PLANS AND SPECIFICATIONS OF WHICH A SUBCONTRACTOR THOROUGHLY KNOWLEDGEABLE WITH THE BUILDING CODES AND METHODS OF CONSTRUCTION SHOULD REASONABLY BE AWARE. WRITTEN OR VERBAL INSTRUCTIONS ADDRESSING SUCH PERCEIVED ERRORS OR OMISSIONS SHALL BE RECEIVED FROM THE DESIGNERS OR JOB FOREMAN PRIOR TO THE SUBCONTRACTORS BEFORE PROCEEDING WITH THE WORK. THE OWNERS WILL NOT BE RESPONSIBLE FOR ANY DEFECTS IN CONSTRUCTION IF THESE PROCEDURES ARE NOT BEING FOLLOWED. DESCRIPTIONDATEDELTA A-10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN NE W D E T A C H E D A D U 13 1 3 E N G L I S H S T U N I T 2 SA N T A A N A , C A 9 2 7 0 6 EX I S T I N G M A I N H O U S E 13 1 3 E N G L I S H S T . SA N T A A N A , C A 9 2 7 0 6 DETACHED ADU: 2 BEDROOMS, 2 BATHROOMS, LIVING, KITCHEN, DINING, AND LAUNDRY 01/31/2024 PLAN CHECK SUBMITTAL LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM KHANH DAO 10448 SALINAS RIVER CIR FOUNTAIN VALLEY, CA 92708 PHONE: (714) 390-5154 SE6: PLACE GRAVEL BAG BERM BMP PER CASQA STANDARDS. SE7: IMPLEMENT STREET SWEEPING AND VACUUMING BMP PER CASQA STANDARDS SE10: INSTALL STORM DRAIN INLET PROTECTION BMP PER CASQA STANDARDS. WM8: IMPLEMENT CONCRETE WASHOUT AREA PER CASQA STANDARDS. WM9: SANITARY / SEPTIC WASTE MANAGEMENT PER CASQA STANDARDS. WE1: IMPLEMENT VEHICLE AND EQUIPMENT FLUEING PER CASQA STANDARDS. NS10: IMPLEMENT VEHICLE AND EQUIPMENT MAINTENANCE PER CASQA STANDARDS. 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 1313 N English St 8/28/2024 DATE:1/27/2024 CLIENT: Project: DETACHED ADU STRUCTURAL CALCULATIONS FOR ADU AT: 1313 ENGLISH ST., UNIT #2 SANTA ANA, CA 92706 1313 N English St 8/28/2024 PAGE:2 DATE: 01/27/24 Project #:2130 ADU ROOF:SHINGLE Slope 4:12 Live Load 20 psf Roof'g Material 5 psf Sheathing 2.0 psf Trusses / Rafters 2.0 psf Ceiling Joists 2.0 psf Drywall 2.0 psf Sprinkler 0.5 psf Miscellaneous 1.5 psf Total D.L.15 psf Total Load 35 psf EXTERIOR WALL: EXTERIOR:9 DRYWALL:3.0 STUDS:2.0 MISC.:1.0 DL=15.0 PSF INTERIOR WALL: DRYWALL:3 DRYWALL:3.0 STUDS:2.0 MISC.:2.0 DL=10.0 PSF LOADING CONDITIONS 1 1313 N English St 8/28/2024 Level Member Name Results Current Solution Comments 2x6 @ 24" O.C. R.R. Check Passed 1 piece(s) 2 x 6 DF No.2 @ 24" OC 2x8 @ 24" O.C. C.J Check Passed 1 piece(s) 2 x 8 DF No.2 @ 24" OC Header Check Passed 1 piece(s) 4 x 6 DF No.2 BM1 - Hip Beam Passed 1 piece(s) 4 x 8 DF No.2 BM2 - Ceiling Beam Passed 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL BM3 - Ceiling Beam Passed 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL BM4 - Drop Beam Passed 1 piece(s) 4 x 6 DF No.2 1313 English St JOB SUMMARY REPORT ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6 File Name: 1313 English St Page 1 / 8 2 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)361 @ 2 1/2"3281 (3.50")Passed (11%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)309 @ 8 11/16"1238 Passed (25%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)837 @ 5' 1/2"1060 Passed (79%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.262 @ 5' 1/2"0.509 Passed (L/466)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)0.470 @ 5' 1/2"0.679 Passed (L/260)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 4/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - DF 3.50"3.50"1.50"159 202 361 Blocking 2 - Beveled Plate - DF 3.50"3.50"1.50"159 202 361 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)8' 2" o/c Bottom Edge (Lu)10' 8" o/c Dead Roof Live Vertical Load Location (Side)Spacing (0.90)(non-snow: 1.25)Comments 1 - Uniform (PSF)0 to 10' 1"24"15.0 20.0 Roof Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 10' 9 3/8" MEMBER REPORT PASSED Level, 2x6 @ 24" O.C. R.R. Check 1 piece(s) 2 x 6 DF No.2 @ 24" OC ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 2 / 8 3 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)283 @ 2 1/2"2109 (2.25")Passed (13%)--1.0 D + 1.0 L (All Spans) Shear (lbs)259 @ 10 3/4"1305 Passed (20%)1.00 1.0 D + 1.0 L (All Spans) Moment (Ft-lbs)1307 @ 9' 6 1/2"1360 Passed (96%)1.00 1.0 D + 1.0 L (All Spans) Live Load Defl. (in)0.717 @ 9' 6 1/2"0.933 Passed (L/312)--1.0 D + 1.0 L (All Spans) Total Load Defl. (in)1.075 @ 9' 6 1/2"1.244 Passed (L/208)--1.0 D + 1.0 L (All Spans) System : Roof Member Type : Joist Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •A 15% increase in the moment capacity has been added to account for repetitive member usage. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"95 191 286 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"95 191 286 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 4" o/c Bottom Edge (Lu)18' 11" o/c Dead Floor Live Vertical Load Location (Side)Spacing (0.90)(1.00)Comments 1 - Uniform (PSF)0 to 19' 1"24"5.0 10.0 Ceiling Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, 2x8 @ 24" O.C. C.J Check 1 piece(s) 2 x 8 DF No.2 @ 24" OC ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 3 / 8 4 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1045 @ 2"4922 (2.25")Passed (21%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)794 @ 9"2888 Passed (27%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Moment (Ft-lbs)1339 @ 2' 9 1/2"2151 Passed (62%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in)0.046 @ 2' 9 1/2"0.175 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.086 @ 2' 9 1/2"0.262 Passed (L/736)--1.0 D + 0.75 L + 0.75 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"504 258 516 1085 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"504 258 516 1085 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)5' 5" o/c Bottom Edge (Lu)5' 5" o/c Dead Floor Live Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments 0 - Self Weight (PLF)1 1/4" to 5' 5 3/4"N/A 4.9 ---- 1 - Uniform (PSF)0 to 5' 7" (Front)9' 3"5.0 10.0 -Ceiling Load 2 - Uniform (PSF)0 to 5' 7" (Front)9' 3"14.0 -20.0 Roof Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, Header Check 1 piece(s) 4 x 6 DF No.2 ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 4 / 8 5 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1055 @ 15' 7/16"5206 (3.50")Passed (20%)--1.0 D + 1.0 Lr (Alt Spans) Shear (lbs)852 @ 14' 3 7/8"3806 Passed (22%)1.25 1.0 D + 1.0 Lr (Alt Spans) Moment (Ft-lbs)2518 @ 9' 7 5/16"3737 Passed (67%)1.25 1.0 D + 1.0 Lr (Alt Spans) Live Load Defl. (in)0.230 @ 8' 10 13/16"0.656 Passed (L/684)--1.0 D + 1.0 Lr (Alt Spans) Total Load Defl. (in)0.428 @ 8' 10 3/4"0.875 Passed (L/368)--1.0 D + 1.0 Lr (Alt Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 2.83/12 •Deflection criteria: LL (L/240) and TL (L/180). •Overhang deflection criteria: LL (2L/240) and TL (2L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Roof Live Factored Accessories 1 - Beveled Plate - SPF 3.50"3.50"1.50"313 329 642 Blocking 2 - Beveled Plate - SPF 3.50"3.50"1.50"482 573 1055 Blocking •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 7" o/c Bottom Edge (Lu)15' 7" o/c Dead Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(non-snow: 1.25)Comments 0 - Self Weight (PLF)0 to 15' 2 7/16"N/A 6.4 -- 1 - Tapered (PLF)0 to 2' 1 7/16"N/A 0.0 to 32.6 0.0 to 42.4 Generated from Roof Geometry 2 - Tapered (PLF)2' 1 7/16" to 15' 2 7/16"N/A 0.0 to 98.0 0.0 to 130.8 Generated from Roof Geometry Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.Member Length : 15' 9 1/8" MEMBER REPORT PASSED Level, BM1 - Hip Beam 1 piece(s) 4 x 8 DF No.2 ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 5 / 8 6 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)1278 @ 2"4922 (2.25")Passed (26%)--1.0 D + 1.0 Lr (All Spans) Shear (lbs)1258 @ 1' 3/4"7824 Passed (16%)1.25 1.0 D + 1.0 Lr (All Spans) Moment (Ft-lbs)10764 @ 9' 3"15519 Passed (69%)1.25 1.0 D + 1.0 Lr (All Spans) Live Load Defl. (in)0.552 @ 9' 3"0.938 Passed (L/408)--1.0 D + 1.0 Lr (All Spans) Total Load Defl. (in)1.129 @ 9' 5 5/8"1.250 Passed (L/199)--1.0 D + 1.0 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"688 191 591 1279 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"658 191 555 1217 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)18' 11" o/c Bottom Edge (Lu)18' 11" o/c Dead Floor Live Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments 0 - Self Weight (PLF)1 1/4" to 18' 11 3/4"N/A 10.1 ---- 1 - Uniform (PSF)0 to 19' 1" (Front)2'5.0 10.0 -Ceiling Load 2 - Point (lb)9' 3" (Front)N/A 482 -573 Hip bm 1 3 - Point (lb)9' 3" (Front)N/A 482 -573 Hip bm 1 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, BM2 - Ceiling Beam 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 6 / 8 7 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)3212 @ 15' 5"4922 (2.25")Passed (65%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)2958 @ 14' 6 1/4"7824 Passed (38%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Moment (Ft-lbs)12778 @ 9' 3"15519 Passed (82%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in)0.511 @ 8' 3/4"0.762 Passed (L/358)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)1.007 @ 8' 7/8"1.017 Passed (L/182)--1.0 D + 0.75 L + 0.75 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/240) and TL (L/180). •Allowed moment does not reflect the adjustment for the beam stability factor. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"1071 798 728 2215 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"1582 834 1354 3224 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)15' 5" o/c Bottom Edge (Lu)15' 5" o/c Dead Floor Live Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments 0 - Self Weight (PLF)1 1/4" to 15' 5 3/4"N/A 10.1 ---- 1 - Uniform (PSF)0 to 15' 7" (Front)9' 3"5.0 10.0 -Ceiling Load 2 - Tapered (PSF)0 to 9' 3" (Front)0 to 4' 7 1/2"15.0 -20.0 Roof Load 3 - Point (lb)9' 3" (Front)N/A 658 191 591 Clg beam 2 4 - Uniform (PSF)9' 3" to 15' (Front)9' 3"15.0 -20.0 Roof Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, BM3 - Ceiling Beam 1 piece(s) 3 1/2" x 9 1/4" 2.2E Parallam® PSL ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 7 / 8 8 1313 N English St 8/28/2024 Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern) Member Reaction (lbs)533 @ 2"4922 (2.25")Passed (11%)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Shear (lbs)329 @ 9"2888 Passed (11%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Moment (Ft-lbs)417 @ 1' 9 1/2"2151 Passed (19%)1.25 1.0 D + 0.75 L + 0.75 Lr (All Spans) Live Load Defl. (in)0.005 @ 1' 9 1/2"0.108 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) Total Load Defl. (in)0.010 @ 1' 9 1/2"0.162 Passed (L/999+)--1.0 D + 0.75 L + 0.75 Lr (All Spans) System : Roof Member Type : Flush Beam Building Use : Residential Building Code : IBC 2021 Design Methodology : ASD Member Pitch : 0/12 •Deflection criteria: LL (L/360) and TL (L/240). •Allowed moment does not reflect the adjustment for the beam stability factor. •Applicable calculations are based on NDS. • Rim Board is assumed to carry all loads applied directly above it, bypassing the member being designed. Bearing Length Loads to Supports (lbs) Supports Total Available Required Dead Floor Live Roof Live Factored Accessories 1 - Stud wall - DF 3.50"2.25"1.50"264 134 269 566 1 1/4" Rim Board 2 - Stud wall - DF 3.50"2.25"1.50"264 134 269 566 1 1/4" Rim Board •Maximum allowable bracing intervals based on applied load. Lateral Bracing Bracing Intervals Comments Top Edge (Lu)3' 5" o/c Bottom Edge (Lu)3' 5" o/c Dead Floor Live Roof Live Vertical Loads Location (Side)Tributary Width (0.90)(1.00)(non-snow: 1.25)Comments 0 - Self Weight (PLF)1 1/4" to 3' 5 3/4"N/A 4.9 ---- 1 - Uniform (PSF)0 to 3' 7" (Front)7' 6"5.0 10.0 -Ceiling Load 2 - Uniform (PSF)0 to 3' 7" (Front)7' 6"14.0 -20.0 Roof Load Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator Weyerhaeuser Notes All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal. MEMBER REPORT PASSED Level, BM4 - Drop Beam 1 piece(s) 4 x 6 DF No.2 ForteWEB Software Operator Job Notes 1/28/2024 5:16:31 AM UTC Trang Ho LT Designs (714) 213-1608 onetrang10@gmail.com ForteWEB v3.6, Engine: V8.3.1.5, Data: V8.1.4.1 File Name: 1313 English St Page 8 / 8 9 1313 N English St 8/28/2024 1/27/24, 8:20 PM ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=33.7563257&lng=-117.8964497&address=1313 English St%2C Santa Ana%2C CA 92706%2C USA 1/1 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address:1313 English St, Santa Ana, CA 92706, USA Coordinates:33.7563257, -117.8964497 Elevation:93 ft Timestamp:2024-01-28T04:20:34.961Z Hazard Type:Wind ASCE 7-16 MRI 10-Year 66 mph MRI 25-Year 71 mph MRI 50-Year 77 mph MRI 100-Year 81 mph Risk Category I 89 mph Risk Category II 95 mph Risk Category III 102 mph Risk Category IV 106 mph ASCE 7-10 MRI 10-Year 72 mph MRI 25-Year 79 mph MRI 50-Year 85 mph MRI 100-Year 91 mph Risk Category I 100 mph Risk Category II 110 mph Risk Category III-IV 115 mph ASCE 7-05 ASCE 7-05 Wind Speed 85 mph The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. Please note that the ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Disclaimer Hazard loads are interpolated from data provided in ASCE 7 and rounded up to the nearest whole integer. Per ASCE 7, islands and coastal areas outside the last contour should use the last wind speed contour of the coastal area – in some cases, this website will extrapolate past the last wind speed contour and therefore, provide a wind speed that is slightly higher. NOTE: For queries near wind-borne debris region boundaries, the resulting determination is sensitive to rounding which may affect whether or not it is considered to be within a wind-borne debris region. Mountainous terrain, gorges, ocean promontories, and special wind regions shall be examined for unusual wind conditions. While the information presented on this website is believed to be correct, ATC and its sponsors and contributors assume no responsibility or liability for its accuracy. The material presented in the report should not be used or relied upon for any specific application without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. ATC does not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the report provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described by latitude/longitude location in the report. 93 ft Map data ©2024 Google, INEGI Report a map error 10 1313 N English St 8/28/2024 WIND LOAD (ASCE 7-16 MWFRS) Analysis Method Analytic Directional Procedure Basic Wind Speed (ultimate) 95.00 MPH Topography Factor Kzt =1.00 Directionality Factor Kd =0.85 Gust Effect Factor G = 0.85 Internal Pressure Coefficients (GCpi) =0.18 -0.18 Roof Pitch 4.00 :12 18.43 DEG Roof Eve Height 10.000 ft Peak Roof Height 14.750 ft Mean Roof Height 12.375 ft Terrain Exp. Category C Building Length, Parallel to wind direction, L= 30 ft L/B = 0.75 Builing Width, Perpendicular to wind direction, B = 39.75 ft h/L =0.41 Elevation Ht. 93.00 ft Ke =1.00 α = 9.5 zg = 900 Velocity Pressures q z =.00256 z z Height (ft)Kz Kzt Kd Ke V (MPH)qz 10.00 0.849 1.00 0.85 1.00 95.00 16.61 12.38 0.849 1.00 0.85 1.00 95.00 16.61 12.375 0.849 1.00 0.85 1.00 95.00 16.61 0.849 1.00 0.85 1.00 95.00 16.61 0.849 1.00 0.85 1.00 95.00 16.61 0.849 1.00 0.85 1.00 95.00 16.61 Design Pressures p = qGC p - q h (GC pi ) Note: Pressures are limit state design pressures for strength design. Multiple by 0.6 for ASD. Transverse Direction: z (ft)qz (psf)Cp qGCp (+GCpi) (-GCpi) 12.38 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 12.38 16.61 -0.50 -7.06 -10.05 -4.07 Windward Roof (Positive)12.38 16.61 0.01 0.16 -2.83 3.15 Windward Roof (Negative)12.38 16.61 -0.45 -6.33 -9.32 -3.34 12.38 16.61 -0.57 -8.03 -11.02 -5.04 -8.19 -8.19 8.00 Longitudinal Direction: z (ft)qz (psf)Cp qGCp (+GCpi) (-GCpi) 12.38 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 0.00 16.61 0.80 11.30 8.31 14.29 12.38 16.61 -0.44 -6.14 -9.13 -3.15 Windward Roof (Positive)12.38 16.61 0.09 1.27 -1.72 4.26 Windward Roof (Negative)12.38 16.61 -0.39 -5.58 -8.57 -2.59 12.38 16.61 -0.57 -8.03 -11.02 -5.04 -9.30 -9.30 8.00 Longitudinal Transverse 1 12.375 2.375 10.00 106 114 Windward Wall Leeward Wall Leeward Roof Total Roof load, pr = MIN (SIN* pr , 8) = Level Height Height Above Below Wind Load (plf) Windward Wall Leeward Wall Leeward Roof Total Roof load, pr = MIN (SIN* pr , 8) = 11 1313 N English St 8/28/2024 1/27/24, 8:21 PM ATC Hazards by Location https://hazards.atcouncil.org/#/seismic?lat=33.7563257&lng=-117.8964497&address=1313 English St%2C Santa Ana%2C CA 92706%2C USA 1/2 This is a beta release of the new ATC Hazards by Location website. Please contact us with feedback. The ATC Hazards by Location website will not be updated to support ASCE 7-22. Find out why. Hazards by Location Search Information Address:1313 English St, Santa Ana, CA 92706, USA Coordinates:33.7563257, -117.8964497 Elevation:93 ft Timestamp:2024-01-28T04:21:00.538Z Hazard Type:Seismic Reference Document:ASCE7-16 Risk Category:II Site Class:D-default Basic Parameters Name Value Description SS 1.314 MCER ground motion (period=0.2s) S1 0.468 MCER ground motion (period=1.0s) SMS 1.577 Site-modified spectral acceleration value SM1 * null Site-modified spectral acceleration value SDS 1.051 Numeric seismic design value at 0.2s SA SD1 * null Numeric seismic design value at 1.0s SA * See Section 11.4.8 Additional Information Name Value Description SDC * null Seismic design category Fa 1.2 Site amplification factor at 0.2s Fv * null Site amplification factor at 1.0s CRS 0.926 Coefficient of risk (0.2s) CR1 0.923 Coefficient of risk (1.0s) PGA 0.558 MCEG peak ground acceleration FPGA 1.2 Site amplification factor at PGA PGAM 0.669 Site modified peak ground acceleration TL 8 Long-period transition period (s) SsRT 1.314 Probabilistic risk-targeted ground motion (0.2s) SsUH 1.419 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) SsD 1.7 Factored deterministic acceleration value (0.2s) S1RT 0.468 Probabilistic risk-targeted ground motion (1.0s) S1UH 0.507 Factored uniform-hazard spectral acceleration (2% probability of exceedance in 50 years) S1D 0.6 Factored deterministic acceleration value (1.0s) PGAd 0.701 Factored deterministic acceleration value (PGA) * See Section 11.4.8 The results indicated here DO NOT reflect any state or local amendments to the values or any delineation lines made during the building code adoption process. Users should confirm any output obtained from this tool with the local Authority Having Jurisdiction before proceeding with design. 93 ft Map data ©2024 Google, INEGI Report a map error 12 1313 N English St 8/28/2024 SEISMIC LOAD ASCE 7-16 Risk Category II Importance Factor (I) 1.00 Site Class D - Default Seismic Design Category D Response Spectral Acc. (0.2 sec) (Ss) =1.314 Response Spectral Acc. (1.0 sec) (S1) =0.468 Fa =1.200 Fv =1.832 Max. Considered earthquake acc. SMS 1.577 Max. Considered earthquake acc. SM1 0.857 Design spectral acc. At short period S DS 1.051 Design spectral acc. at 1s period SD1 0.572 Response modification coefficient (R) 6.5 System overstrength coefficient (Ω)2.5 Building period coeficient (CT) =0.02 Building Height (ft) 14.75 (65ft maximum) Building period T=Ta (sec)0.151 Long Period Transition Period (TL) =8 Minimum Cs 0.046 Maximum Cs 0.584 Seismic response coefficient C s 0.162 Adjusted Cs 0.162 Design Base Shear V = 0.162W 13 1313 N English St 8/28/2024 14 1313 N English St 8/28/2024 BUILING WEIGHT Section A Roof Roof/ Floor Weight: P floo = A*(Q partion + Q floor/roo )Wall Weight Pwall = Qwall * hwall *L perimeter Area (A) = 1075 sqft Qwall = 15 psf Q partion = 5 psf hwall = 6.1875 ft Q floor/roof = 14 psf Lperimeter = 139 ft P floo =20425 lbs Pwall = 12901 lbs Cs =0.162 ta =0.151 Total Weight, W = 33326 lbs k =1.000 V = CsW = 5389 lbs SDS =1.051 Shear Wall Force Linear Forces for Shear Wall hxwx Area Qe (psf) Section hx (ft)wx (lbs)hxwx (ft-lbs)hxwx CvxV A 10.0 33,326 333259 1.00 5,389 927.0 5.81 0 0 0.00 0 0.00 0 0 0 15 1313 N English St 8/28/2024 SHEAR LINE LOAD Story Section Qe (psf)Long. (plf) Tran. (plf) 1 A 5.81 106 114 0 Longitudinal Seismic Wind Line Section Tributary Width (ft) Tributary Depth Shear Line Above Offset (ft)Distance to shear wall (ft)Seismic (psf)Diaphragm Load (lbs) Load from Above (ft) Load on Wall (lbs) Total Load (lbs)Wind (plf)Diaphragm Load (lbs) Load from Above (ft) Load on Wall (lbs) Total Load (lbs) L1 A 9.54 39.75 5.81 2204 0 0 2204 106 1013 0 1013 L2 A 9.54 39.75 5.81 2204 0 0 2204 106 1013 0 0 1013 L2 A 3.88 15.58 5.81 351 0 0 351 106 412 0 0 412 L3 A 3.88 15.58 5.81 351 0 0 351 106 412 0 0 412 L3 A 3.08 15.58 5.81 279 0 0 279 106 327 0 0 327 Transvers Seismic Wind Line Section Tributary Width (ft) Tributary Depth Shear Line Above Offset (ft)Distance to shear wall (ft)Seismic (psf)Diaphragm Load (lbs) Load from Above (ft) Load on Wall (lbs) Total Load (lbs)Wind (plf)Diaphragm Load (lbs) Load from Above (ft) Load on Wall (lbs) Total Load (lbs) T1 A 7.79 29.92 5.81 1355 0 0 1355 114 885 0 0 885 T2 A 7.88 29.92 5.81 1370 0 0 1370 114 895 0 0 895 T2 A 12.08 19.08 5.81 1340 0 0 1340 114 1372 0 0 1372 T3 A 12.08 19.08 5.81 1340 0 0 1340 114 1372 0 0 1372 Seismic Wind, Long Seismic Wind, Tran Line lbs lbs Line lbs lbs L1 2204 1013 T1 1355 885 L2 2555 1425 T2 2709 2267 L3 630 739 T3 1340 1372 Wind Load 16 1313 N English St 8/28/2024 SHEAR WALLS Longitudinal Note: For "Special Case", lateral analysis are provided on following pages E W LINE Total Length Shear Shear per ft.Shear Shear per ft. SD, v (plf)Model # lbs Min. Thickness Strap lbs Min. Thickness L1 9.670 2204 228 1013 105 A 200 SDS =1.051 HDU2 3075 3.5 CS16 1705 1.5 L2 8.250 2555 310 1425 173 B 340  =1.3 HDU4 4565 3.5 CS14 2490 3 L3 3.170 630 199 739 233 C 510 0 =2.50 HDU5 5645 3.5 CMST16 4990 3 D 665 Cd =4 HDU8 5980 3.5 CMST14 6475 3.5 E 870 HDU8 6970 3.5 CMST12 9215 3.5 b h h / b MIN [ 2 b / h , 1 ] Q w Q f d D w = Q w * d * b / 2 D f = Q f * h * b / 2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - (0 . 6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Line Length Height Aspect Ratio Reduction Factor Wall Load Floor Load Tributary Depth Resisting Dead Load Wall Resisting Dead Load Floor Shear ASD Shear Uplift Uplift From Above Net Uplift Shear ASD Shear Uplift Uplift From Above Net Uplift Shear Type Floor To Floor Foundation Hold Down L1 9.67 10.00 1.03 1.00 15 14 1.33 725 90 228 207 2280 1705 105 63 1048 140 B CS14 HDU2 L2 8.25 10.00 1.21 1.00 15 14 1.33 619 77 310 282 3097 2504 173 104 1727 619 B CMST16 HDU2 L3 3.17 10.00 3.15 0.63 15 14 1.33 238 30 199 181 1987 1687 233 140 2330 1238 B CS16 HDU2 Transverse VE VW LINE Total Length Shear Shear per ft.Shear Shear per ft.Note: For "Special Case", lateral analysis are provided on following pages T1 5.25 1355 258 885 169 Maximum capacity of 5/8" SET-XP w/ 5/8" Dia F1554 Gr. 36 = 2800 lbs T2 8.00 2709 339 2267 283 See attached Simpson Strong Tie Anchor Design T3 8.00 1340 167 1372 172 b h h / b MIN [ 2 b / h , 1 ] Q w Q f d D w = Q w * d * b / 2 D f = Q f * h * b / 2 E 0.7  E U i = h *  E U i + 1 U n = ( .7  U i + U i + 1 ) - ( 0 . 6 - .14 S DS )( D w + D f )  W 0.6 n W U i = h *  W U i + 1 U n = .6 U i + U i + 1 - .6 ( D w + D f ) Line Length Height Aspect Ratio Reduction Factor Wall Load Floor Load Tributary Depth Resisting Dead Load Wall Resisting Dead Load Floor Shear ASD Shear Uplift Uplift From Above Net Uplift Shear ASD Shear Uplift Uplift From Above Net Uplift Shear Type Floor To Floor Foundation Hold Down T1 5.25 10.00 1.90 1.00 15 14 10.25 394 377 258 235 2581 2000 169 101 1686 549 B CS14 HDU2 T2 8.00 10.00 1.25 1.00 15 14 10.25 600 574 339 308 3387 2550 283 170 2834 996 B CMST16 HDU2 T3 8.00 10.00 1.25 1.00 15 14 10.25 600 574 167 152 1675 992 172 103 1715 325 A CS16 HDU2 17 1313 N English St 8/28/2024 FOUNDATION: ADU 2800 psf Trib Trib Wall Height DL(psf) LL(psf) roof(ft) DL(psf) LL(psf) floor(ft) DL(psf) wall(ft) 14 20 9.25 15 10 Roof: (DL+LL) (Trib) = 314.5 plf Floor: (DL+LL) (Trib) = 0 plf Wall: DL (Height)= 150 plf 464.5 plf 464.5 /(12"/12) = 464.5 psf< 2800 psf P(allowable) P(allowable) = 13395.57 # 12 " Allowable soil bearing value: Roof Floor use 12" wide cont. ftg w/ 2-#4 top & bott. 18 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 1 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 GENERAL INFORMATION 01 Project Name 1313 English St - ADU 02 Run Title Title 24 Analysis 03 Project Location 1313 English St 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.1 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 2 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)893 19 Glazing Percentage (%)19.50% 20 ADU Bedroom Count n/a 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 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 2 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 37.1 39.9 27.7 Proposed Design 36.7 39.8 27.7 0.4 0.1 0 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: 2.10 kWdc •PV System resized to 2.10 kWdc (a factor of 2.102) to achieve 'Standard Design PV' PV scaling 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 3 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 0.03 0.16 0.68 4.86 -0.65 -4.7 Space Cooling 1.16 28.53 0.9 28.16 0.26 0.37 IAQ Ventilation 0.42 4.44 0.42 4.44 0 0 Water Heating 2.01 21.24 1.52 16.81 0.49 4.43 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 3.62 54.37 3.52 54.27 0.1 0.1 Photovoltaics -2.58 -77.79 -2.58 -77.37 Battery 0 0 Flexibility Indoor Lighting 0.9 8.4 0.9 8.4 Appl. & Cooking 5.84 37.75 5.81 37.41 Plug Loads 5.09 51.8 5.09 51.8 Outdoor Lighting 0.2 1.78 0.2 1.78 TOTAL COMPLIANCE 13.07 76.31 12.94 76.29 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 4 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 20.41 19.81 0.6 2.94 Net EUI2 7.28 6.68 0.6 8.24 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 (%) 2.1 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. •Insulation below roof deck •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 5 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Minimum Airflow •Verified EER/EER2 •Fan Efficacy Watts/CFM •Verified HSPF •Verified heat pump rated heating capacity •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 1313 English St - ADU 893 1 2 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 ADU Area Conditioned Heat Pump1 893 10 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) North Wall ADU Area R-15 Wall 0 Left 154 42.35 90 South Wall ADU Area R-15 Wall 180 Right 154 44 90 East Wall ADU Area R-15 Wall 90 Back 218 44 90 West Wall ADU Area R-15 Wall 270 Front 218 64 90 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 6 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 ADU Area R-38 + R-15 Roof Attic n/a n/a 893 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 ADU Area Attic RoofADU Area Ventilated 4 0.1 0.85 Yes No 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-5068 Window North Wall Left 0 1 33.35 0.3 NFRC 0.22 NFRC Bug Screen WB-3030 Window North Wall Left 0 1 9 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 Window South Wall Right 180 1 20 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 2 Window South Wall Right 180 1 20 0.3 NFRC 0.22 NFRC Bug Screen WF-3014 Window South Wall Right 180 1 4 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 3 Window East Wall Back 90 1 20 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 4 Window East Wall Back 90 1 20 0.3 NFRC 0.22 NFRC Bug Screen WF-3014 2 Window East Wall Back 90 1 4 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 5 Window West Wall Front 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen WF-3014 3 Window West Wall Front 270 1 4 0.3 NFRC 0.22 NFRC Bug Screen WA-5040 6 Window West Wall Front 270 1 20 0.3 NFRC 0.22 NFRC Bug Screen 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 7 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D3-3068 West 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 ADU Area 893 114 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 RoofADU Area Attic Roofs Wood Framed Ceiling 2x6 @ 24 in. O. C.R-15 None / 0 0.066 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-15 / 2x6 R-38 + R-15 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x6 @ 16 in. O. C.R-38 None / None 0.026 Over Ceiling Joists: R-23.7 insul. Cavity / Frame: R-14.3 / 2x6 Inside Finish: Gypsum Board 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 8 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 50 AOSmith AOSmithFPTU50 Outside ADU Area ADU Area 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 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 9 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 Heat Pump1 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 VerificationEfficiency Type HSPF / HSPF2 / COP Cap 47 Cap 17 Efficiency Type SEER / SEER2 EER / EER / CEER Heat Pump System 1 Central split HP 1 HSPF 9.5 24000 20000 EERSEER 15 12.5 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 Not Required No Yes Yes Yes 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 Unconditioned attic Non-Verified R-8 R-8 Attic Attic n/a n/a No Bypass Duct Sealed and Tested Air Distribution System 1-hers-dist 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 10 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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 Not 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 0.45 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 0.45 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 Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 49 0.35 Exhaust No n/a No Yes 1313 N English St 8/28/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:1313 English St - ADU Calculation Date/Time:2024-01-27T22:11:29-08:00 (Page 11 of 11) Calculation Description:Title 24 Analysis Input File Name:1313 English St - T24.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: 2024-01-27   22:12:02 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:   1313 N English St 8/28/2024