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HomeMy WebLinkAbout2331 N Benton Way Unit# 2 - Plan2% 2% 2% 2% 2% 2% 2% 2% 5% 5% 5% 2% 2% 2% 2% 2% 2% 2% 2% W D G G G G G G G G G G G G G G G G G G G G G G CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW S S S EE E E E E E E E E E E E E E S S S S S S S S S S S S 5%5% 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 5% 5% 2% 2% 2% 2% 2% 2% 2% 2%2% 5% 5% 2% 2% PROPERTY LINE 48.68' PR O P E R T Y L I N E 1 4 5 . 3 7 ' BENTON WAY LINE OF CURB CENTER LINE OF STREET 2331 N BENTON WAY SANTA ANA, CA 92706 1,530 SF (E) KITCHEN (E) LIVING (E) BED 3 (E) BED 1 PRO PER T Y LI NE 14 5 . 7 1 ' 19 PROPERTY L I N E 5 9.50' 2 (E) BED 2 (E) DINING 16 18 20 (E) HOUSE ENTRY (E) GARAGE 215 SF (E) CLOSET (E) BATH 1 22 13 PULBIC PARKWAY (E) 3/4" WATER METER 8 22 13 2 2 PROPERTY LINE 21.32' 2 (E) DRIVEWAY (E) UTILITY POWER POLE (E) 5 ' TALL BL O C K WA L L 4 7 7 7 59 '-6" 14 5 ' - 4 1 / 2 " 21 ' - 6 1 / 2 " 18 ' - 0 " 37 ' - 9 " 18 ' - 3 " 49 ' - 1 0 " (E) 5 ' TALL BLOCK WALL (E ) 5 ' T A L L BL O C K W A L L (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE (E ) 1 3 : 1 2 SL O P E (E) 13:12 SLOPE (E ) 1 3 : 1 2 SL O P E (E) 5:12 SLOPE (E) 1/2 :12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE 9 (E) LAUNDRY (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE11.1 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S LOP E 2% S LO P E 2% S LOP E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2% S L O P E 2% SL O P E 2% SLOPE 1 1 1 1 1 1 1 1 1 1 1 MIN REA R SB 4' -0 " SIDEBACK 5'-0" PROPERTY LINE 48.68' PR O P E R T Y L I N E 1 4 5 . 3 7 ' BENTON WAY LINE OF CURB CENTER LINE OF STREET 2331 N BENTON WAY SANTA ANA, CA 92706 1,530 SF (E) KITCHEN (E) LIVING (E) BED 3 (E) BED 1 PRO PER T Y LI NE 14 5 . 7 1 ' 19 PROPERTY L I N E 5 9 . 5 0 ' 2 (E) BED 2 (E) DINING 18 20 (E) HOUSE ENTRY (E) GARAGE 215 SF (E) CLOSET (E) BATH 1 13 PULBIC PARKWAY (E) 3/4" WATER METER 13 2 2 PROPERTY LINE 21.32' 2 (E) DRIVEWAY (E) UTILITY POWER POLE (E) 5' T ALL BL OCK WAL L 4 7 7 (E) 5 ' TALL BLOCK WALL (E ) 5 ' T A L L BL O C K W A L L 28'-2" 24'-6" 22 ' - 1 0 " 430 SF FOR OPEN SPACE 950 SF FOR OPEN SPACE (E) 13:12 SLOPE (E) 13:12 SLOPE 2% S L O P E 2% S L O P E 2% S L O P E 5% S L O P E (E) 13:12 SLOPE (E ) 1 3 : 1 2 SL O P E (E) 13:12 SLOPE (E ) 1 3 : 1 2 SL O P E (E) 5:12 SLOPE (E) 1/2 :12 SLOPE (N ) 6 : 1 2 SL O P E (E) 13:12 SLOPE (E) 13:12 SLOPE (N ) 4 : 1 2 SL O P E (N) 6:12 SLOPE (N) 6:12 SLOPE (N) 6:12 SLOPE (N ) 6 : 1 2 SL O P E (N) 6:12 SLOPE *GAS P.O.C SEWER P.O.C WATER P.O.C 6 10 5 * * OPEN SPACE REQUIRED 1200 SF MIN PROVIDE 670SF +540 SF = 1210 SF 17 21 SEWER LATERAL V.I.F. (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 * 14 ' - 1 1 " 19 ' - 8 " 15 ' - 3 1 / 2 " 95 ' - 6 1 / 2 " 4'-6 1/2" 49'-4" SIDE BACK 5'-0" 6 ' SCE EASEMENT P. U.E 6 '-0 " (N) DINING (N ) C L O S E T (N) LIVING (N) BATH-1 (N) HALLWAY (N) KITCHEN (N) ADU ENTRY PORCH 51 SF (N) BED 2 (N) BATH-1 (N) BED 1 12 (N) W.I.C (N ) L A U N D R Y 1 CONSTRUCTION MEASUREMENT AT THIS CORNER 1.1 SCE MSR# 14 7'-4 1/2" 19'-1"18'-2"2'-11" 12'-3" 4'-8" 2% S L O P E 2% S L O P E 2% S LO P E 2'-0"18'-10" 2'-0" 24'-4" 5'-0"19'-2 1/2"18'-10" (E) DRIVEWAY APPROACH eave 4" eave 4" eave 4" eave 4" ea v e 4" eave 4" eave 4" ea v e 4" 9 2331 N BENTON WAY UNIT 2 SANTA ANA, CA 92706 1,000 SF 6'-0 " EX C E S S D R I V E W A Y T O B E RE M O V E D A T A L A T E R T I M E EX C E S S D R I V E W A Y T O B E RE M O V E D A T A L A T E R T I M E ADU OFF-STREET PARKING (E) LAUNDRY (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE11.1 eave 4" 4'-8" 1 ea v e 4" eave 4" ea v e 4" 1 1 23 1 231 4 '-7 1/2"1 2% SLOPE 2% S L O P E 2% SL O P E 2% SL OP E 2% SL OP E 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2% S L O P E 1 1 1 1 12 A.07 1 11 A.07 1 1 8' SCALE : 3/32" = 1'-0" 0 16' 24' VICINITY MAP GENERAL 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 2022 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 NOT LOCATED WITHIN ONE-HALF MILE WALKING DISTANCE OF A NEAREST PUBLIC TRANSIT. BUS STOP ID 6511 3/32" = 1'-0" 1 EXISTING SITE PLAN / ROOF PLAN 3/32" = 1'-0" 2PROPOSED SITE PLAN / ROOF PLAN PROJECT CONTACT OWNERSHIP DESCRIPTIONDATE DELTA A.01 TITLE SHEET / SITE PLANS / ROOF PLANS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 LEGAL DESCRIPTION ASSESSORS PARCEL NO. APN: 002-133-23 NOT IN FLOOD FEMA SHFA'S = FLOOD ZONE X LOT SIZE 9,135 SF ZONE R-1 RESIDENTIAL (E) SFR GARAGE 215 SF (E) SFR 1,530 SF (N) ADU PORCH 51 SF (N) PATIO COVER 115 SF (N) ADU 1,000 SF TOTAL 2,911 SF LOT COVERAGE = 2,911 SF / 9,135 SF = 31.8%< 35% OK OCCUPANCY GROUP R3 / U CONSTRUCTION TYPE V-B FIRE SPRINKLER SFR = NO; ADU = NO NUMBER OF STORIES SFR = 1; ADU = 1 SHEET INDEXPROJECT DATA A.01 TITLE SHEET / SITE PLANS / ROOF PLANS A.02 CALGREEN MANDATORY MEASURES A.03 CALGREEN MANDATORY MEASURES A.04 EXISTING MAIN HOUSE FLOOR PLAN AND ELEVATIONS 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 PREVENVENTION NOTES & FEATURES / ELECTRIC READY REQUIREMENTS A.10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN S-0.10 GENERAL NOTES & REQUIREMENTS S-0.11 GENERAL NOTES & REQUIREMENTS S0-1 SOIL REPORT S0-2 SOIL REPORT S0-3 SOIL REPORT S-0.20 TYPICAL DETAILS S-1.0 FOUNDATION PLAN & ROOF FRAMING PLAN SD1.0 FOUNDATION DETAILS SD2.0 STRUCTURAL DETAILS T24-1 TITLE 24 T24-2 TITLE 24 (CONT.) T24-3 TITLE 24 (CONT.) THE PROPOSED PROJECT IS A 1000 SF ONE-STORY DETACHED ACCESSORY DWELLING UNIT, 2 BEDROOMS, 2 BATHROOMS, LIVING, DINING, KITCHEN, LAUNDRY, ENTRY PORCH 51 SF. DEMOLITION OF ACCESSORY STRUCTURES THE PLANS FOR PV SYSTEM SHALL BE REQUIRED TO BE SUBMITTED PRIOR TO FRAMING INSPECTIONS. 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. SCOPE OF WORK 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 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 MAILBOX 16 (N) GAS METER17 (E) MAIN HOUSE ELEC. METER18 (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 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 OWNERSHIP: LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM TITLE 24: 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 TRACT MAP CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ISSUED AN ACCESSORY DWELLING UNIT HANDBOOK WITH UPDATES AND LAWS EFFECTIVE JANUARY 1, 2021(HTTPS://WWW.HCD.CA.GOV/POLICY-RESEARCH/DOCS/ADU_DECEMBER_2020 _HANDBOOK.PDF) "STATE ADU LAW DOES NOT ALLOW FOR THE LIMITATION ON THE NUMBER OF BEDROOMS OF AN ADU. A LIMIT ON THE NUMBER OF BEDROOMS COULD BE CONSTRUED AS A DISCRIMINATORY PRACTICE TOWARDS PROTECTED CLASSES, SUCH AS FAMILIAL STATUS, AND WOULD BE CONSIDERED A CONSTRAINT ON THE DEVELOPMENT OF ADUS." 3 VIEW 3D MAINHOUSE & ADU WATER P.O.C SEWER P.O.C TO BE DEMOLISHED 22 15 PARK & REC DEVELOPMENT FEE CALCULATION (ADU SF / SFD SF) 763 SF / 1115 SF = 0.68 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”. 11.1 (E) TANK WATER HEATER 1 03/28/2024 1ST CORRECTIONS SOLID FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE OF ROOF SHEATING. NO VENT HOLES ALLOWED, SEE DETAIL 11,12/A.07 23 1 1 SANG LUU BB BROTHERS CORP. 949 SOUTH COAST DR, STE 570 COSTA MESA, CA 92626 ENGINEER: PRIORITY ENGINEERING GROUP 335 E. BLUERIDGE AVE. ORANGE, CA 92865 DESIGNER: TAM VO BB BROTHERS CORP. 949 SOUTH COAST DR, STE 570 COSTA MESA, CA 92626 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. CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 1 Bldg# 101118534 APPROVALS Plng- PRaj Bldg- CSG Consultants Police- BMartin 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 (GAS) REF DW WH W D (E) 1-CAR GARAGE (E ) 13 ' - 0 " (E ) 5' - 1 " (E ) 39 ' - 1 1 1 / 2 " (E ) 9' - 6 " (E ) 6' - 4 " (E) 13'-6" (E) 5'-7" (E) 12'-3" (E) 5'-10" (E) 3'-0" (E ) 18 ' - 3 " (E) DINING (E) W.I.C A.04 2 A.04 3 A.04 4 A.04 5 (E) 14'-0 1/2" (E) 4'-6" (E) 1'-6" (E) 18'-2 1/2" (E) LAUNDRY (E ) 13 ' - 1 1 " (E ) 27 ' - 1 0 " (E) 12'-3" (E) (E) (E) (E) (E) (E) (E) (E) (E) KITCHEN (E) (E)(E) (E) (E) (E) (E) (E) (E) (E) (E)(E)(E) (E) (E) (E) (E) (E) (E) (E) BEDROOM #3 (E) TOILET (E) A/C UNIT (E) TANK W/H W/ ENCLOSURE (E) LIVING (E ) F I R E P L A C E (E) ENTRY (E) BEDROOM #1 (E) BEDROOM #2 (E ) L I N E N (E) (E) (E) (E)(E) BATH #1 (E) (E) (E) 38'-3" (E) 11'-4 1/2" (E ) 17 ' - 4 1 / 2 " (E ) H A L L W A Y (E) MAIN HOUSE (E) PORCH T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.16'-0" (E ) B U I L D I N G A P P X . H E I G H T 16 ' - 0 " (E) (E)(E)(E) 13" / 12"13" / 12" 13" / 12" 13" / 12" 5" / 12" 1/2" / 12" 13" / 12"13" / 12" (E) CHIMNEY 13 " / 1 2 " (E) MAIN HOUSE (E) GARAGE TYP. 4" TYP. 4" (E) A/C UNIT(E) TANK W/H W/ ENCLOSURE T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.16'-0" (E ) B U I L D I N G A P P X . H E I G H T 16 ' - 0 " (E)(E)(E)(E)(E) GARAGE DOOR (E) 13" / 12" 6" / 12" 13 " / 1 2 " 13" / 12"13" / 12" (E) CHIMNEY (E) MAIN HOUSE (E) GARAGE TYP. 4" TYP. 4" (E) 2'-0" T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.16'-0" (E) BUILDING APPX. HEIGHT 16 ' - 0 " (E)(E) (E)(E) (E)(E) 13 " / 1 2 " 6" / 1 2 " 6" / 1 2 " 13 " / 1 2 " 13 " / 1 2 " 13 " / 1 2 " 13" / 12" 13" / 12" (E) CHIMNEY (E) MAIN HOUSE (E) GARAGE TYP. 4" TYP. 4" T.O.PLATE 8'-0" T.O.SLAB 0'-0" T.O.RIDGE APPX.16'-0" (E) BUILDING APPX. HEIGHT 16 ' - 0 " (E)(E)(E)(E)(E) (E) (E)(E) 13 " / 1 2 " 13 " / 1 2 " 5" / 1 2 " 13 " / 1 2 " 13 " / 1 2 " 13 " / 1 2 " (E) CHIMNEY (E) MAIN HOUSE (E) GARAGE TYP. 4" TYP. 4" (E) A/C UNIT(E) TANK W/H W/ ENCLOSURE EXISTING MATERIAL & COLOR LEGEND (E) STUCCO COLOR = FOSSIL WHITE (E) WINDOW SHUTTER COLOR = CHARCOAL (E) FASICA COLOR = CHARCOAL (E) ROOF COLOR = GRAY *NOTE: FOR REFERENCE ONLY NOT FOR CONSTRUCTION 3/16" = 1'-0"1EXISTING MAIN HOUSE& GARAGE FLOOR PLAN 4' SCALE : 1/8" = 1'-0" 0 8'16' 3/16" = 1'-0"2EXISTING NORTH EAST ELEVATION -MAIN HOUSE& GARAGE 3/16" = 1'-0"3EXISTING SOUTH WEST ELEVATION -MAIN HOUSE& GARAGE 3/16" = 1'-0"4EXISTING SOUTH EAST ELEVATION -MAIN HOUSE& GARAGE 3/16" = 1'-0"5EXISTING NORTH WEST ELEVATION -MAIN HOUSE& GARAGE6VIEW 3D -EXISTING MAIN HOUSE& GARAGE 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.04 EXISTING MAIN HOUSE& GARAGE FLOOR PLAN/ ELEVATIONS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 GFCI AFCI VS 2 MS D (N) WH DWREF (G A S ) (N) WH REF AFCI AFCI GFCI GF C I AF C I AFCIAFCI AF C I AF C I AFCI GFCI GFCIGFCI AFCI AFCI AFCI AF C I AFCI AF C I AF C I AF C I AFCI AF C I AFCI VS MS GFCI GF C I GF C I VS D D MS GF C I GF C I GF C I GF C I (N) WH DWREF (G A S ) UNIT PLAN KEYNOTES WINDOW SCHEDULE (N) MAIN ELECTRICAL PANEL 200AMP DUAL METERS. MIN. 20' UFER GROUND, PROVIDE WITH A TYPE 1 SURGE- PROTECTIVE DEVICE (SPD) A VINYL SLIDER WINDOW: 5'-0"w x 4'-0"h UNIT PLAN LEGEND DOOR SCHEDULE L.E.D. RECESSED LIGHT FIXTURE RECESED LIGHTS SHALL BE AIR-TIGHT AND IC RATED SMOKE DETECTOR HARDWIRED w/ 10-YEAR BATTERY BACK UP 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% ALL BATHROOM EXHAUST FAN MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (CGDSC 4.506) 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) TWO-WAY SWITCH 3/4" HOSE BIBB WITH BACK-FLOW PREVENTOR 2 SINGLE FLUSH INTERIOR DOOR: 28"w x 80"h 2.1 SINGLE FLUSH INTERIOR DOOR: 30"w x 80"h 3 ENTRANCE DOOR: 36"w x 80"h 5 SINGLE FLUSH INTERIOR DOOR: 24"w x 80"h 6 SLIDING INTERIOR DOOR: 48"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. 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 10-YEAR LIFE BATTERY BACK-UP IN A SEALED COMPARTMENT 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 30" x 30" 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 0.3 U-FACTOR PER TITLE-24 0.22 SHGC 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. 280 CFM SHALL BE DUCTED TO THE OUTSIDE WHOLE BUILDING VENTILATION. CONTINUOUS FAN FLOW. 0.01 * 1000 SF + 7.5 * (2+1) = 32.5 CFM (MINIMUM) (N) AC / HEATING CONDENSER MOUNTED ON THE 3" MIN. CONC. PAD OR APPROVED MANUFACTURED PAD MOUNTED TO THE GROUND 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 (N) HEAT PUMP WATER HEATER 1'' GAS LINE REQ'D IF GAS LINE IS +20' (N) 22X30 ATTIC ACCESS (N) LANDING. 1 1/2" BELOW THRESHOLD. MINIMUM 36" IN DEPTH. UNO. MIN. 2% SLOPE AWAY FROM BUILDING. 32"MIN.CLR.INTERIOR DOOR SEE NOTE ON "AGING-IN-PLACE" ON SHEET A.09 (N) AC / HEATING CONDENSER MOUNTED ON THE 3" MIN. CONC. PAD OR APPROVED MANUFACTURED PAD MOUNTED TO THE GROUND PHOTOCELL CONTROL / MOTION SENSOR 120-V WATERPROOF RECEPTACLE W/COVER (INDICATES NEW DOORS ONLY) (INDICATES NEW WINDOWS ONLY) WHOLE HOUSE FAN; REFER TO T-24, (1400 CFM) B VINYL SLIDER WINDOW: 3'-0"w x 3'-0"h F VINYL SLIDER WINDOW: 36"w x 12"h (OBSCURED GLASS) (N) ADU ELECTRICAL SUB-PANEL 125AMP, PROVIDE WITH A TYPE 1 SURGE- PROTECTIVE DEVICE (SPD) 1.1 11 MIN. 4”DIA. SMOOT METAL DUCT TO THE OUTSIDE, EQUIPPED WITH A BACK-DRAFT DAMPER. DUCT LENGTH IS LIMITED TO 14’ WITH 2 ELBOWS. 12 LUMINAIRES LOCATED ABOVE A BATHTUB OR SHWR SHALL BE LISTED FOR WET LOCATIONS. 8 SLIDING DOOR W/ FROSTED GLASS: 72"w x 80"h 9 DOUBLE LOUVER DOOR: 48"w x 80"h 10 EXTERIOR DOOR: 28"w x 80"h 11 SINGLE FLUSH INTERIOR DOOR: 32"w x 80"h 1 1 2X8 BACKING FOR GRAB BAR INSTALLATION SEE NOTE ON "AGING-IN-PLACE" ON SHEET A.09 1 13 APPROVED PRE-FABRICATED SHOWER ENCLOSURES WALL PANELS WITH FACTORYINSTALLED REINFORCEMENT FOR GRAB BARS. 14 SMOOTH, NON-ABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 72 INCHES ABOVE THE DRAIN INLET 1 DIMMER SWITCH 1 1 A.06 5 A.06 2 A.06 1 A.06 6 BEDROOM-2 W.I.C BEDROOM-1 BATH-2 BATH-1 CL O S E T C L O S E T LIVING ROOM DINING ROOM KITCHEN A x 2' - 8 " w 6' - 8 " h RI G H T H A N D 11 17'-0 1/2" 5'-8"11'-4 1/2" EQ EQ 11 ' - 0 1 / 2 " 5' - 1 " 5' - 3 1 / 2 " 8' - 8 " 30 ' - 1 " 2 5 2.1 11 3 x 6' - 0 " w 6 ' - 8 " h SL I D I N G D O O R AA 6 6 x 2' - 4"w6' - 8"h RIGHT HAND F A x 2' - 0"w6' - 8"h LEFT HAND 10 x 2' - 8 " w 6 ' - 8 " h LE F T H A N D x 2' - 6 " w 6 ' - 8 " h RI G H T H A N D F A x 3' - 0"w6' - 8"h RIGHT HAND B x 4' - 0 " w 6 ' - 8 " h SL I D I N G D O O R x 4' - 0 " w 6 ' - 8 " h SL I D I N G D O O R 8 43'-3 1/2" 12'-10 1/2" 2'-8" 9'-6 1/2"18'-3" 1'-2" 1' - 6 " 1' - 6 " 1'-2" 1'-2" 1' - 6 " 19 ' - 8 " 9' - 1 0 " 9' - 1 0 " 8'-0"24'-2 1/2" 12'-4"5'-11" 5'-11 1/2"4'-0" 4'-0" 2'-8" 1'-6" 2' - 4 " EQ E Q 3' - 4 1 / 2 " 5 ' - 8 " 5 ' - 4 1 / 2 " 4'-0 1/2"14'-9"9'-0" x 2' - 4"w6' - 8"h LEFT HAND 4' - 8 1 / 2 " 4' - 6 " 10 ' - 3 " 15 " 1 5 " 15 " 1 5 " 27" 4 A.06 3 A.06 ENTRY PORCH 51 SF (N) PATIO COVER 115 SF (CLR.) 12'-6" (C L R . ) 10 ' - 4 1 / 2 " (C L R . ) 9' - 1 1 " 5' - 8 1 / 2 " (CLR.) 11'-0" 6 9 DOUBLE DOOR 4' 0" w X 6' 8"h CONC. LANDING 4 2% -3 " 2% -3 " 2% 1 7 1.1 TEMPERED TE M P E R E D EGRESS EG R E S S 2'-8" 3'-0" 3'-4 1/2" 8'-0"8'-0"18'-3" 1 5 5 8 30'' CLR. TOTAL AREA: 13,3 SF 8 26" 8 13 30'' CLR. TOTAL AREA: 13,3 SF 1 1 14 14 3' - 0 " DRYER EXHAUST TO OUTSIDE 11 LA U N D R Y 1 1 13 2'-6" 6'-0" 2'-6" 2' - 6 " 4' - 1 1 " 2' - 6 " EQ EQ 3' - 8 " 3' - 0 " 1' - 4 " 2'-2" 6'-8" 3'-8" 2' - 2 " 6 ' - 0 1 / 2 " 2 ' - 2 " 1'-6 1/2" 5'-5" 5'-5" 5'-0" 6'-0" 4'-0 1/2" 3' - 3 " 3 ' - 9 1 / 2 " 4 ' - 5 " 4 ' - 8 " 2 ' - 8 " 12 EQ EQ EQ EQ EQ EQ EQ EQ 2'-6 1/2" 12'-0 1/2" 3'-0" EQ E Q 12 EQ EQ 1 7 1.1 109 GAS EXHAUST CFM 280 3 1 1 D D D D D 1 1 TOTAL AREA = 1,000 SF PUBLIC AREA = 500 SF = 50% PRIVATE AREA = 500 SF = 50% REQUIRED 50:50 RATIO OF COMMON TO PRIVATE AREAS BEDROOM-2 BATH-2 W.I.C BEDROOM-1 BATH-1 LIVING ROOM DINING ROOM KITCHEN HALLWAY 2' SCALE : 1/4" = 1'-0" 0 4'8' FLOOR AREA IS MEASURED FROM THE FACE OF STUD OF THE EXTERIOR PERIMETER WALLS, EXCLUSIVE OF VENT SHAFTS AND NON- HABITABLE WATER HEATER CLOSET. 1/4" = 1'-0"1PROPOSED DETACHED ADU -FLOOR PLAN 1/4" = 1'-0"2PRO. DETACHED ADU -ELECT. / LIGHT. PLAN 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.05 ACCESSORY DWELLING UNIT FLOOR PLAN & ELECTRICAL / LIGHTING PLAN NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 CLOTHES DRYER MOISTURE EXHAUST SMOOTH METAL DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND HAVE A BACK-DRAFT DAMPER. EXHAUST DUCT IS LIMITED TO 14’ WITH TWO ELBOWS. THIS SHALL BE REDUCED 2’ FOR EVERY ELBOW IN EXCESS OF TWO OR IN ACCORDANCE WITH MANUFACTURER’S INSTALLATION INSTRUCTIONS. SHOW MINIMUM 4” DIAMETER, SMOOTH, METAL DUCT, AND SHOW DUCT ROUTE ON PLAN. [§504.4 CMC] SHOWERS AND WALLS ABOVE BATHTUBS WITH SHOWER HEADS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 6 FEET ABOVE THE FLOOR. [§R307.2 CRC] ALL WATER HEATER INSTALLATION LOCATIONS, REGARDLESS OF PROPOSED 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. 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. WATER HEATING. SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING COMPONENTS [150.0(N)]: A. A DEDICATED 125V, 20A (10 AWG COPPER BRANCH CIRCUIT) ELECTRICAL RECEPTACLE THAT IS WITHIN 3 FEET FROM THE WATER HEATER AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS. THERE SHALL BE A RESERVED SINGLE POLE BREAKER SPACE IN THE ELECTRICAL PANEL LABELED "FUTURE 240V USE". 1) BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD “SPARE”AND BE ELECTRICALLY ISOLATED. A. A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE. B. DESIGNATE 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). 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) 3VIEW-3D -ADU PROPOSED AREA PLAN 1 03/28/2024 1ST CORRECTIONS 1 LIGHTING IN HABITABLE SPACES, INCLUDING BUT NOT LIMITED TO LIVING ROOMS, DINING ROOMS, KITCHENS, AND BEDROOMS, SHALL HAVE READILY ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS THAT ALLOW THE LIGHTING TO BE MANUALLY ADJUSTED UP AND DOWN. FORWARD PHASE CUT DIMMERS CONTROLLING LED LIGHT SOURCES IN THESE SPACES SHALL COMPLY WITH NEMA SSL 7A. CAL. ENERGY CODE SECTION 150.0(K)2F 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " HEADER 6'-8" 3 2 78 11 STUCCO WALL (N) TO MATCH (E) 1 GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " 3 2 HEADER 6'-8" STUCCO WALL (N) TO MATCH (E) 8 1 444 60" 48 " 32 " (N) EGRESS WINDOW 7.25 SF (N) WINDOW 7 7 GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" SETBACK 5'-0" 4'-8"4" 12 A.07 1 T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " 3 2 HEADER 6'-8" 7 STUCCO WALL (N) TO MATCH (E)(N) WINDOW 1 44 (N) WINDOW 11 7 GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" 11 A.07 1 SETBACK 5'-0" 4'-8" 4" 12 A.07 1 STUCCO WALL (N) TO MATCH (E) 1 4 (N) EGRESS WINDOW T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " HEADER 6'-8" 7.25 SF 48 " 32 " 60" 3 2 27 66.110 GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" 11 A.07 1 T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " HEADER 6'-8" E J F H R-15 R-30 R-13 F D B G CA (N) ATTIC FAU CRRC PRODUCT ID 0610-0018 9' - 0 " GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" 9' - 0 " B G C R-30 R-13 (N) ATTIC FAU CRRC PRODUCT ID 0610-0018 E J F H R-15 F F D T.O.PLATE 9'-0" T.O.SLAB 0'-0" T.O.RIDGE 1 APPX.18'-8" BD L G H E I G H T 19 ' - 1 1 1 / 2 " HEADER 6'-8" 13 12 A GRADE -0'-6" T.O.RIDGE 2 APPX.19'-11.5" SETBACK 5'-0" 4"4'-8" PR O P E R T Y L I N E 12 A.07 1 4' SCALE : 3/16" = 1'-0" 0 8'12' 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 INVERTER 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 (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 Y X Y:X INDICATES ROOF SLOPE ATTIC AREA: 1000 SF / USE BALANCE METHOD : NET VENT AREA REQUIRE : 1000 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.06 ACCESSORY DWELLING UNIT ELEVATIONS & SECTIONS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 3/16" = 1'-0"5SOUTH EAST ELEVATION -ADU 3/16" = 1'-0"2SOUTH WEST ELEVATION -ADU 3/16" = 1'-0"1NORTH EAST ELEVATION -ADU3/16" = 1'-0"6NORTH WEST ELEVATION -ADU 3/16" = 1'-0"4BUILDING SECTION 3/16" = 1'-0"3BUILDING SECTION 1 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 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 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 SEE PLAN ROOFING (SEE PLAN) OVER 2 LAYERS 30# BUILDING PAPER OVER ROOF SHEATHING OVER RADIANT BARRIER OVER ROOF FRAMING 2X BLK'G GUTTER WHERE OCCURS 1x4 OVER 2x6 FASCIA 1X4 ''V'' GROOVE T+G SOFFIT OVER 5/8'' TYPE 'X' GYP. BD SEALANT STUCCO SYSTEM ON LATH COPPER FLASHING 1/2" GYP. SEE FINISH SCHEDULE 1/2" GYP. WHERE SLOPE CEILING OCCURS. 2 -2x FULL HEIGH FIRE BLOCK NO VENT HOLE ALLOWED VAPOR BARRIER CLASS I 7/8" 3-COATS STUCCO/ OVER METAL LATH 2 LAYERS OF GRADE "D" BUILDING PAPER (VAPOR BARRIER) PLYWOOD SHEATHING (PER STRUCTURAL DESIGN) MIN. MIN. 3/8" CDX PLYWOOD 2X FRAMING INSULATION PER T-24 1/2" GYPSUM BOARD INTERIOR FINISH PER SCHEDULE EXTERIOR INTERIOR 1/2" GYPSUM BOARD INTERIOR FINISH PER SCHEDULE INTERIOR INTERIOR SLAB AND UNDER LAYER SEE STRUCT. DWGS INTERIOR FINISH, SEE SCHEDULE INTERIOR FINISH, SEE SCHEDULE 2x STUD WALL FLOOR FINISH, SEE SCHEDULE 6" = 1'-0"5HORIZ. JNT. @ CEM. PLASTER 6" = 1'-0"6HORIZ. JNT. WEEP @CEM. PLASTER 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"12WOOD -ASPHALT SHINGLE -RAKE 3" = 1'-0"13WOOD -STUCCO -WALL AT GARAGE NO INSULATION 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.07 WALL AND ROOF DETAILS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 1/2" = 1'-0"111HR FIRE RATED EAVE DETAIL 1 1 1" = 1'-0"10EXTERIOR WALL 1" = 1'-0"9INTERIOR WALL 1" = 1'-0"8NON-BEARING WALL 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.08 ARCHITECTURAL DETAILS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.09 AGE-IN-PLACE / FALL PREVENTION NOTES & FEATURES / ELECTRIC-READY REQUIREMENTS NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 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. ELECTRICAL RECEPTACLE OUTLET, SWITCH & CONTROL HEIGHTS 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. ELECTRIC-READY REQUIREMENTS 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.” DOCUMENTATION FOR GRAB BAR REINFORCEMENT 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. INTERIOR DOORS 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. KITCHEN EXHAUST REQUIREMENTS 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. 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. ELECTRICAL REQUIREMENTS DOORBELL BUTTONS [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. 1 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 THE CONTRACTOR SHALL CONFORM TO ALL STATE AND LOCAL LAWS GOVERNING THE WORK AND OBTAIN ALL NECESSARY LICENSES AND PERMITS. CONCRETE SHALL BE SUPPLIED AND PLACED IN ACCORDANCE WITH THE LATEST EDITION OF ACI 318 AND ACI 301 EXCEPT AS MODIFIED BY THE CONSTRUCTION DOCUMENTS. PORLAND CEMENT SHALL CONFORM TO ASTM C-150, TYPE V, U.N.O. REINFORCING STEEL SHALL CONFORM TO ASTM A615OR ASTM 716(WELDABLE STEEL) AND SHALL BE GRADE 60 DEFORMED BARS, TYP., U.N.O. REINFORCING IN SLAB ON GRADE MAYBE GRADE 40 STEEL FOR BARS #4 AND SMALLER U.N.O ON THE PLANS. THE CONCRETE COMPRESSIVE STRENGTH (28 DAYS), f'c: a. ALL LOCATIONS, U.N.O: MIN 4000 PSI, (W/C = 0.45) SPECIAL INSPECTION IS REQUIRED WHEN f'c > 2500 PSI. b. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.1% BY WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED. c. CONCRETE IN CONTACT WITH SOIL CONTAINING SULFATE So4 ≥ 0.2% BY WEIGHT: 4500 PSI, SPECIAL INSPECTION IS NOT REQUIRED. THE CONTRACTOR SHALL CONFORM TO ALL RECOMMENDATIONS AND CONDITIONS INDICATED IN THE GEOTECHNICAL REPORT. THE GEOTECHNICAL ENGINEER SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO PLACING CONCRETE OR STEEL. WAITING PERIOD FOR CONCRETE SLABS-ON-GRADE PRIOR TO START OF CONSTRUCTION IS AS FOLLOWS: a. DO NOT WALK ON SLAB UNTIL 24 HOURS AFTER CONCRETE HAS BEEN POURED. b. BEGIN WALL FRAMING 4-5 DAYS AFTER CONCRETE POURED. c. BEGIN ROOF/FLOOR FRAMING 7-10 DAYS AFTER CONCRETE POURED. d. DO NOT LOAD ROOF PRIOR TO 14 DAYS AFTER CONCRETE POURED. 1 1. 2. 1. AGGREGATE FOR STONE CONCRETE SHALL CONFORM TO ASTM C-33. FOR LOW SHRINKAGE AGGREGATE, USE LIMESTONE OR GRANITE. AGGREGATE FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. REINFORCING STEEL SHALL BE PLACED IN ACCORDANCE WITH ACI 315 AND ACI 318, AND CRSI'S MANUAL OF STANDARD PRACTICE. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO ASTM A185. LAPS IN WWF SHALL BE SUCH THAT THE OVERLAP MEASURED BETWEEN OUTERMOST CROSS WIRE OF EACH FABRICH SEET IS NOT LESS THAN THE SPACING OF CROSS WIRES PLUS 2 INCHES. 1. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE GEOTECHNICAL ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: a. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE REPORT. b. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED c. THE FOUNDATION EXCAVATIONS COMPLY WITH THE INTENT OF THE REPORT. ALL GRADE BEAMS SHALL BE POURED MONOLITHICALLY FOR THEIR ENTIRE LENGTH. PROJECT DESIGN CRITERIA BUILDING CODE 2022 CBC OCCUPANCY CATEGORY II GEOTECHNICAL ENGINIEER PRIORITY ENGINEERING GROUP REPORT NUMBER 23-312 DATE 12/24/2023 ALLOWABLE SOIL BEARING PRESSURE 1900 PSF SITE CLASS D SHORT PERIOD SPECTRAL ACCELERATION, S 1 1ST PERIOD SPECTRAL ACCELERATION, S D-Default SHORT PERIOD ACCELERATION PARAMETER, S 1.331 1 SECOND ACCELERATION PARAMETER, S 0.474 SEISMIC RESPONSE COEFFIECIENT, C 1.065 0.577 RESPONSE MODIFICATION FACTOR, R 6.5 0.164 SEISMIC DESIGN CATEGORY PLYWOOD SHEAR WALL SEISMIC IMPORTANCE FACTOR, I LATERAL FORCE RESISTING SYSTEM GEOTECHNICAL PARAMETERS SEISMIC DESIGN PARAMETERS S DS D1 S WIND DESIGN PARAMETERS BASIC DESIGN WIND SPEED EXPOSURE E 95 C VERTICAL (GRAVITY) DESIGN PARAMETERS: (PSF) (LIVE LOADS ARE REDUCIBLE, U.N.O.) Dead Roof live Snow Live 20 20 -Roof A.B. ANCHOR BOLT ABV. ABOVE BAR. REINF. BAR BD. BOARD BLK'G. BLOCKING BLW. BELOW BM. BEAM B.N. BOUNDARY NAIL B.O.B BOTTOM OF BEAM B.W. BOTH WAYS CANT.CANTILEVER CJ. CEILING JOIST COL. COLUMN CONC. CONCRETE CONT. CONTINUOUS DBL. DOUBLE D.F. DOUGLAS FIR DIA. DIAMETER (E) EXISTING E.W. EACH WAY E.J. EXPANSION JOINT E.N. EDGE NAIL E.Q. EQUAL F.G. FINISH GRADE F.J. FLOOR JOIST FL. FLUSH F.N. FIELD NAIL F.O.C. FACE OF CONCRETE F.O.M. FACE OF MASONRY F.O.S. FACE OF STUDS GA. GAUGE GALV. GALVANIZED ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST ARCHITECTURAL DIMENSIONS. DO NOT SCALE DRAWINGS. IF DIMENSIONS ARE OMITTED OR NOT CLEAR, CONTACT THE ARCHITECT OR STRUCTURAL ENGINEER OF RECORD FOR CLARIFICATIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL DRAWINGS WITH ARCHITECTURAL, PLUMPING, MECHANICAL, CIVIL AND ELECTRICAL DRAWINGS AS TO ALL LAYOUTS, DIMENSIONS AND ELEVATIONS. ANY DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT FOR PROPER ADJUSTMENT BEFORE PROCEEDING WITH THE WORK. 3. SUBSTITUTION REQUESTS FOR MATERIALS SPECIFIED ON THE STRUCTURAL DRAWINGS MAY BE CONSIDERED WITH MATERIALS HAVING EQUIVALENT OR GREATER CAPACITY AND PERFORMANCE. CURRENT EVALUATION REPORTS AND PRODUCT INFORMATION SHALL BE PROVIDED TO THE STRUCTURAL ENGINEER DEMONSTRATING THE REQUIRED CAPACITY AND PERFORMANCE OF THE MATERIAL TO BE SUBSTITUTED. WRITTEN APPROVAL FROM THE E.O.R SHALL BE OBTAINED PRIOR TO THE SUBSTITUTION OF ANY MATERIAL SPECIFIED ON THE STRUCTURAL CONSTRUCTION DOCUMENTS. 4. ANY DEVIATION, MODIFICATION & SUBSTITUTION FROM THE APPROVED SET OF STRUCTURAL DRAWINGS SHALL BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW/APPROVAL PRIOR TO ITS USE OR INCLUSION ON THE SHOP DRAWINGS & PRIOR TO PROCEEDING WITH THE WORK. 5. EXISTING CONDITIONS AS SHOWN ON THESE PLANS ARE FOR REFERENCE ONLY. CONTRACTOR IS REQUIRED TO FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO CONSTRUCTION. CONTRACTOR SHALL REPORT CONDITIONS THAT CONFLICT WITH THE CONTRACT DOCUMENTS TO THE OWNER'S REPRESENTATIVE. DO NOT DEVIATE FROM THE CONTRACT DOCUMENTS WITHOUT WRITTEN DIRECTION FROM THE OWNER'S REPRESENTATIVE. 6. THE CONTRACTOR IS RESPONSIBLE FOR LIMITING THE AMOUNT OF CONSTRUCTION LOAD IMPOSED UPON THE STRUCTURE. CONSTRUCTION LOADS SHALL NOT EXCEED THE DESIGN CAPACITY OF THE STRUCTURE AT THE TIME THE LOADS ARE IMPOSED. 7. SPECIFICATIONS RELATED TO WATERPROOFING, INCLUDING BUT NOT LIMITED TO MEMBRANES, WATERSTOPS, SEALANTS, FLASHING, VAPOR BARRIER, ARE AS SPECIFIED BY ARCHITECT/WATER PROOFING CONSULTANT. 8. FEATURES OF CONSTRUCTION SHOWN ARE TYPICAL AND SHALL APPLY GENERALLY THROUGHOUT SIMILAR CONDITIONS. ALL DETAILS REFERENCED, AND DETAILS NOT REFERENCED ON PLANS, SHALL BE CONSIDERED TYPICAL AND APPLY TO ALL SIMILAR CONDITIONS OF THE CONSTRUCTION. 9. UNLESS SHOWN OTHERWISE, DETAILS SHOWN ON "TYPICAL DETAIL" SHEETS SHALL BE USED WHEREVER APPLICABLE. SPECIFIC DETAILS ON THE STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER "TYPICAL DETAILS". SPECIFIC NOTES ON STRUCTURAL DRAWINGS TAKE PRECEDENCE OVER NOTES SHOWN IN "GENERAL NOTES". 10. THE STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, UNLESS OTHERWISE SHOWN THEY DO NOT INDICATE METHOD OF CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE CONSTRUCTION AND ALL ADJACENT PROPERTIES DURING CONSTRUCTION. SUCH MEASURES SHALL INCLUDE BUT ARE NOT LIMITED TO BRACING, SHORING OF LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. OBSERVATION VISITS TO THE SITE BY THE ARCHITECT OR E.O.R SHALL NOT INCLUDE OBSERVATION OF THE ABOVE ITEMS. 11. DO NOT USE ANY CONCRETE OR GROUT CONTAINING CHLORIDES. WATER USED IN MIXING CONCRETE SHALL CONFORM WITH ASTM C1602. CONCRETE MIX DESIGNS CONTAINING FLY ASH MAY BE USED WHERE CONCRETE IS NOT VISUALLY EXPOSED. FLY ASH SHALL CONFORM WITH ASTM C618 AND MAY REPLACE UP TO 20% PORTLAND CEMENT BY VOLUME. CONCRETE STRENGTH TEST REPORTS SHALL BE IN COMPLIANCE WITH ACI 318 AND SHALL BE SUBMITTED TO E.O.R. FOR REVIEW. ALL REINFORCING BARS, ANCHOR BOLTS AND ALL OTHER CONCRETE INSERTS SHALL BE WELL SECURED IN POSITION PRIOR TO PLACING CONCRETE. 2. 3. 4. 5. 6. 7. 8. CONDITION COVER A.CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B.EXPOSED TO EARTH OR WEATHER (INCLUDING SLABS ON GRADE) #6 AND LARGER 2" #5 AND SMALLER 1 1/2" C.NOT EXPOSED TO WEATHER OR IN CONTACT WITH SOIL: 1.STRUCTURAL SLABS, WALLS w/ #11 BARS AND SMALLER 3/4" #14 BARS AND LARGER 1 1/2" 2. BEAMS, COLULMNS 1 1/2" DOWELS BETWEEN FOOTING AND WALLS OR COLUMNS SHALL BE THE SAME GRADE, SIZE AND SPACING AS THE MAIN REINFORCING, UNO. CHAIRS OR SPACERS FOR REINFORCING SHALL BE NON-FERROUS OR PLASTIC COATED WHEN RESTING ON EXPOSED SURFACES. 1. 2. 3. 4. 11. 12. SEE ARCHITECTURAL PLANS FOR LOCATIONS OF SLAB SLOPES, DEPRESSIONS, CURBS, DRAINS, NON-STRUCTURAL PARTITIONS AND OTHER EMBEDDED ITEMS NOT SHOWN ON THE STRUCTURAL PLANS. ALL EXCAVATIONS SHALL BE PROPERLY BACKFILLED WITH NON-EXPANSIVE SOIL BUT NOT BEHIND RETAINING WALLS BEFORE CONCRETE OR MASONRY ATTAINS ITS FULL DESIGN STRENGTH. FOOTINGS SHALL BEAR ON NATIVE SOIL OR ENGINEERED FILL AS DIRECTED BY THE GEOTECHNICAL REPORT. THE GEOTECHNICAL INVESTIGATION REPORT AND ITS RECOMMENDATIONS SHALL BE FOLLOWED AND SHALL BE CONSIDERED MINIMUM REQUIREMENTS UNLESS MORE STRINGENT REQUIREMENTS ARE PRESENTED IN THE SPECIFICATIONS OR ON THE DRAWINGS. REMOVE LOOSE SOIL AND STANDING WATER FROM FOUNDATION EXCAVATIONS PRIOR TO PLACING CONCRETE. WHERE NEW CONCRETE IS PLACED AGAINST EXISTING CONCRETE, THE EXISTING CONCRETE SHALL BE ROUGHENED TO A MINIMUM 1/4" AMPLITUDE. ALUMINUM CONDUIT, ALUMINUM SLEEVES AND ALUMINUM EMBEDS ARE NOT PERMITTED IN CONCRETE. ALL CONDUITS SHALL BE PLACED WITHIN THE MIDDLE ONE-THIRD OF THE SLAB THICKNESS. THE MAXIMUM SIZE OF CONDUITS SHALL BE 1 1/4" DIAMETER AND SHALL BE SPACED NO CLOSER (TO EACH OTHER OR REINFORCING STEEL) THAN 4 INCHES UNLESS PRIOR APPROVAL IS OBTAINED FROM THE STRUCTURAL ENGINEER. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. ALL HOLDOWNS AND POST ANCHORS SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION. 12. 13. 9. 106Ceiling DESIGN CRITERIA COEFFICIENT OF FRICTION - EQUIVALENT LATERAL FORCE PROCEDUREANALYSIS PROCEDURE 0.115WDESIGN BASE SHEAR, V WIND IMPORTANCE FACTOR, I 1 ANALYSIS PROCEDURE W ENCLOSED SYSTEM/ANALYTICAL ALL HEIGHT DESIGN METHODOLOGY GENERAL NOTES CONCRETE TYPICAL ABBREVIATIONS FOUNDATION TIME BETWEEN CONCRETE BATCHING AND PLACEMENT SHALL BE IN ACCORDANCE WITH ASTM C94. 10.CONCRETE PLACEMENT/CURING/REDUCTION IN STRENGTH SHALL CONFORM TO ACI 305R AND 3065R REQUIREMENTS FOR HOT AND COLD WEATHER CONCRETING. 11.CONCRETE SHALL BE CURED PER ACI 308R, UNLESS ALTERNATE METHODS OF CURING HAVE BEEN APPROVED BY THE ARCHITECT OR ENGINEER. FOR SLAB CURING, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING COMPATIBILITY OF CURING COMPOUNDS WITH PROPOSED FINISHES PRIOR TO COMMENCING ANY WORK. MAX. SLUMP SHALL BE 5 INCHES EXCEPT WHERE ADMIXTURES/PLACITIZERS HAVE BEEN ADDED IN THE MIX DESIGN TO IMPROVE FLOWABILITY/WORKABILITY. THE SLUMP LIMIT SHALL BE BASED ON ADMIXTURE MANUFACTURER'S RECOMMENDATIONS. REINFORCING STEEL LAP SPLICES OF BARS SHALL CONFORM TO THE TYPICAL THE LAP SCHEDULE ON THE PLANS, U.N.O. NO TACK WELDING OF BARS ALLOWED. 5. MECHANICAL SPLICE COUPLERS MAY BE USED AND SHALL HAVE CURRENT ICC APPROVAL AND BE CAPABLE OF DEVELOPING 125% OF THE BAR'S YIELD STRENGTH. 6. ALL REINFORCING BARS SHALL BE BENT COLD. DO NOT FIELD BEND OR UNBEND ANY BARS IN A MANNER THAT MAY DAMAGE REINFORCING. 7. REINFORCING SPACING SHOWN ON THE PLANS ARE THE MAXIMUM SPACING "ON CENTER SPACING". DO NOT EXCEED THIS. ANY DISCREPANCIES DURING CONSTRUCTION SHALL BE FORWARDED TO THE ENGINEER FOR REVIEW AND APPROVAL. 8. TYPICAL REINFORCING FOR CONCRETE SLAB ON METAL DECK SHALL BE 6x6-W1.4xW1.4 WELDED WIRE FABRIC, U.N.O. PLACE WWF MID-DEPTH OF THE SLAB OVER THE TOP OF THE FLUTE OF THE METAL DECK. 9. ALL DOWELS TO BE SET IN CONCRETE SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONCRETE. NO WET SETTING, STABBING, RODDING OR OTHER MOVEMENT OF EMBEDDED ITEMS SHALL BE PERFORMED DURING THE PLACEMENT OF CONCRETE. 10. 12. NAILING SCHEDULE, CONT. SHEET INDEX SHEET NO.SHEET TITLE S-0.10 GENERAL NOTES & REQUIREMENTS S-0.11 S-1.0 FOUNDATION PLAN & ROOF FRAMING PLAN SD1.0 FOUNDATION DETAILS SD2.0 STRUCTURAL DETAILS S-0.20 TYPICAL DETAILS GLB. GLUE-LAMINATED BEAM GR.BM.GRADE BEAM GWB. GYPSUM WALLBOARD HI. HIGH HDR. HEADER HFX HARDY FRAME HORIZ.HORIZONTAL K.P. KING POST LT.WT.LIGHT WEIGHT L.V.L. LAMINATED VENEER LUMBER MAS. MASONRY M.B. MACHINE BOLT (N) NEW N.G. NATURAL GRADE O/C ON CENTER P.J. POUR JOINT PSL. PARALLAM BEAM PLWD.PLYWOOD P.T. PRESSURE TREATED REINF.REINFORCING REQ'D REQUIRED RR. ROOF RAFTER T.O.B TOP OF BEAM UNO.UNLESS NOTED OTHERWISE V.I.F. VERIFY IN FIELD FLOOR 21. JOIST TO SILL, TOP PLATE OR GIRDER. 3-8d COMMON TOE NAIL 22. RIM JOIST, BAND JOIST OR BLOCKING TO SILL OR TOP PLATE 8d COMMON 6" o.c. TOE NAIL 23. 1"x6" SUBFLOOR OR LESS TO EACH JOIST. 3-8d COMMON FACE NAIL 24. 2" SUBFLOOR TO JOIST OR GIRDER.2-16d COMMON FACE NAIL 25. 2" PLANKS (PLANK & BEAM-FLOOR & ROOF). AT EACH BEARING, FACE NAIL. 26. BAND OR RIM JOIST TO JOIST.3-16d COMMON END NAIL 27. BUILT-UP GIRDERS AND BEAMS, 2-INCH LUMBER LAYERS. 10d COMMON 24" O.C. FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPSITE SIDES. AND: 3-10d COMMON FACE NAIL AT ENDS AND AT EACH SPLICE. 28. LEDGER STRIP SUPPORTING JOISTS OR RAFTERS. 3-16d COMMON END NAIL 29. BRIDGING OR BLOCKING TO JOIST. 2-8d COMMON EACH END, TOE NAIL A. NAILS ARE SMOOTH-COMMON, BOX OR DEFORMED SHANKS EXCEPT WHERE OTHERWISE STATED. NAILS FOR FRAMING AND SHEATHING CONNECTIONS SHALL HAVE MINIMUM AVERAGE BENDING YIELD STRENGTHS AS SHOWN: 90 ksi FOR SHANK DIAMETERS LARGER THAN 0.142 INCH BUT NOT LARGER THAN 0.177 INCH, AND 100 ksi FOR SHANK DIAMETERS OF 0.142 INCH OR LESS. B. NAILS SHALL BE SPACED AT NOT MORE THAN 6 INCHES ON CENTER AT ALL SUPPORTS WHERE SPANS ARE 48 INCHES OR GREATER. C. FOUR-FOOT BY 8-FOOT OR 4-FOOT BY 9 FOOT PANELS SHALL BE APPLIED VERTICALLY. D. SPACING OF FASTENERS NOT INCLUDED IN THIS TABLE SHALL BE BASED ON CHAPTER 23. E. FOR WOOD STRUCTURAL PANEL ROOF SHEATHING ATTACHED TO GABLE END ROOF FRAMING AND TO INTERMEDIATE SUPPORTS WITHIN 48 INCHES OF ROOF EDGES AND RIDGES, NAILS SHALL BE SPACED AT 6 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS LESS THAN 130 MPH AND SHALL BE SPACED 4 INCHES ON CENTER WHERE THE ULTIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER BUT LESS THAN 140 MPH. F. GYPSUM SHEATHING SHALL CONFORM TO ASTM C1396 AND SHALL BE INSTALLED IN ACCORDANCE WITH GA 253. FIBERBOARD SHEATHING SHALL CONFORM TO ASTM C208. G. SPACING OF FASTENERS ON FLOOR SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING AND AT FLOOR PERIMETERS ONLY. SPACING OF FASTENERS ON ROOF SHEATHING PANEL EDGES APPLIES TO PANEL EDGES SUPPORTED BY FRAMING MEMBERS AND REQUIRED BLOCKING. BLOCKING OF ROOF OR FLOOR SHEATHING PANEL EDGES PERPENDICULAR TO THE FRAMING MEMBERS NEED NOT BE PROVIDED EXCEPT AS REQUIRED BY OTHER PROVISIONS OF THIS CODE. FLOOR PERIMETER SHALL BE SUPPORTED BY FRAMING MEMBERS OR SOLID BLOCKING. H.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE, PROVIDE TWO TOE NAILS ON ONE SIDE OF THE RAFTER AND TOE NAILS FROM THE CEILING JOIST TO TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE. THE TOE NAIL ON THE OPPOSITE SIDE OF THE RAFTER SHALL NOT BE REQUIRED. I. RSRS-01 IS A ROOF SHEATHING RING SHANK NAIL MEETING THE SPECIFICATIONS IN ASTM F1667. 2-16d COMMON FOR NON-SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALL WITH ROUND WASHERS AND SHOULD CONFORM WITH ANSI/ASME B 18.22.1. USE MIN. 1 3/8" Ø X 7/64" THICK WASHER FOR 1/2" Ø BOLT, 1 3/4" Ø X 9/64" THICK WASHER FOR 5/8" Ø BOLT AND 2 1/2" Ø X 11/64" THICK WASHER FOR 1" Ø BOLT. U.N.O. NAIL SPACING TO BE NOT LESS THAN REQUIRED PENETRATION. EDGE AND END DISTANCES SHALL BE NOT LESS THAN HALF THIS SPACING. ALL SPACING AND EDGE AND END DISTANCES SHALL BE SUCH AS TO AVOID SPLITTING OF THE WOOD. HOLES FOR NAILS, WHERE NECESSARY TO PREVENT SPLITTING, SHALL BE BORED OF A DIAMETER SMALLER THAN THAT OF THE NAILS. ALL NAILS SHALL BE SINKER NAILS AND STAGGERED U.N.O., EXCEPT AS SHOWN IN NAILING SCHEDULE. STRUCTURAL GLUED-LAMINATED (GLULAM) TIMBER OF SOFTWOOD SPECIES SHALL BE IN CONFORMANCE WITH ANSI/AITC STANDARD A190.1 AND ASTM D3737, OR OTHER CODE APPROVED DESIGN, MANUFACTURING AND/OR QUALITY ASSURANCE PROCEDURES. MEMBERS SHALL BE MARKED WITH THE ENGINEERED WOOD SYSTEM APA EWS TRADEMARK INDICATING CONFORMANCE WITH THE MANUFACTURING, QUALITY ASSURANCE AND MARKING PROVISIONS OF ANSI/AITC STANDARD A190.1. THE MANUFACTURER OR SELLER SHALL SUBMIT CERTIFICATES OF CONFORMANCE TO THE FIELD INSPECTOR PRIOR TO INSTALLATION. ALL NON-STRUCTURAL ELEMENTS SHALL BE CONSTRUCTED PER APPROVED CODE REQUIREMENTS. FRAMING PLAN IS ONLY SHOWING FOR THE MAIN STRUCTURAL ELEMENTS IN ACCORDANCE WITH BUILDING CODE OR REQUIREMENTS ARE SPECIFIED OR REQUIRED BY THE LOCAL JURISDICTION. ALL CEILING JOISTS ARE TO BE 2x JOISTS. REFER TO FRAMING FOR ACTUAL SIZE AND SPACING. USE 5/8" DIA. X MIN. 12" ANCHOR BOLTS W/ MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72" O.C. MAX. FOR SILL PLATE TO FOUNDATION UNLESS NOTED OTHERWISE ON SHEARWALL SCHEDULE. A BOLT BETWEEN 6" TO 12" FROM THE END OF EACH PIECE OF SILL (2 BOLTS MIN EACH PIECE). PIECE OF SILL SHALL BE CONSIDERED ENDED WHERE PLATE IS CUT OUT OVER ONE-THIRD OF CROSS SECTION. THE FOLLOWING BEAMS/HEADERS/RIMS CAN BE FROM ANY MANUFACTURER WITH CURRENT APPROVED ICC-ES EVALUATION REPORT WITH THE FOLLOWING MECHANICAL PROPERTIES: ALL WALLS SHALL BE CONSTRUCTED USING 2x STUDS @ 16" O.C. REFER TO FRAMING PLANS FOR ACTUAL STUD SIZE AND SPACING. TYPICAL UNBLOCKED DIAPHRAGM, UNO ON PLANS4. 5. HOT DIP GALVANIZED FASTENERS SUCH AS (BUT NOT LIMITED TO) NAILS, SCREWS, BOLTS, THREADED ROD, ETC., SHALL BE USED WHEN IN CONTACT WITH PRESERVATIVE OR FIRE RETARDANT TREATED LUMBER. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. STUD WALLS PERPENDICULAR TO A CONCRETE OR MASONRY WALL SHALL BE BOLTED TO THE CONCRETE OR MASONRY WALL WITH 5/8" DIAMETER X 8" A307 BOLTS AT TOP, MID-HEIGHT AND BOTTOM. FRAMING MEMBER BEAMS/ POST/ RAFTERS & ALL OTHER STRUCTURAL FRAMING 2x FRAMING: #2 DF 4x FRAMING: #2 DF 6x FRAMING: #1 DF 8x FRAMING: #1 DF STUDS DFL STUD GRADE (UP TO 9'-0") DFL #2 (TALLER THAN 9'-0") TOP PLATES & MUD SILLS DFL CONSTRUCTION GRADE OR BETTER ALL STRUCTURAL WOOD SHALL BE OF DOUGLAS FIR LARCH SPECIES, (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF CONSTRUCTION U.N.O.). FRAMING MEMBER BEAM/ HEADERS SIZE (WIDTH)Fb Fc perp F Fv Ft Ec parallel TYPE MATERIAL RIM BOARD 3 1/2" & WIDER 1 3/4" & 2 5/8" WIDE 1 1/4" THICK (MIN) 3100 PSI 2800 PSI 1750 PSI 750 PSI 525 PSI 285 PSI 285 PSI 225 PSI 2150 PSI 2150 PSI 1100 PSI 2.0E6 PSI 3000 PSI 2500 PSI (MIN) SPEC CAMBER CONDITION LVL LVL LVL 24F-V4 24F-V8 2400 PSI 1850 PSI Fb @ BOT @ TOP Fb Fv (MIN) E (MIN) 265 PSI 2.0E6 PSI 1.3E6 PSI 1.8E6 PSI1600' RADIUS, UNO SINGLE SPAN 2400 PSI 2400 PSI 265 PSI 1.8E6 PSI1600' RADIUS, UNO ALL OTHERS NAIL SIZE 8d COMMON 10d COMMON 16d COMMON 0.131"2 1/2" 0.148" 0.162" 3" 3 1/2" SPECIFICATION SAWN LUMBER1. STRUCTURAL COMPOSITE LUMBER2. GLUED LAMINATED LUMBER3. 750 PSI 3000 PSI SHANK DIAMETER LENGTH ROOF FLOOR SHEATHING APA RATED SHEATHING 15/32 PERFORMANCE CATEGORY 32/16 EXPOSURE 1 NAILING 8d's @ 6" B.N. 8d's @ 6" E.N. 8d's @ 12" F.N. APA RATED STURD-I-FLOOR 19/32 PERFORMANCE CATEGORY 20" OC EXPOSURE 1 10d's @ 6" B.N. 10d's @ 6" E.N. 10d's @ 12" F.N. USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK DRIVE SCREWS (ICC-ER-1472) FOR SHEAR WALL APPLICATIONS, ANCHOR BOLT SHALL BE INSTALLED WITH PLATE WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT. EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR PANEL. ALL METAL FRAMING CONNECTORS SHALL BE MANUFACTURED BY SIMPSON STRONG TIE COMPANY (CURRENT CATALOG), OR "USP" WITH EQUIVALENT ICC PUBLISHED VALUES AND SHALL BE INSTALLED PER SPECIFICATIONS, NO EXCEPTIONS. 1. 2. 3. 4. SILL PLATE SHALL BE PRESSURE-TREATED AND UNDER SHEAR WALLS OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS. 6. 7. 8. 10. STUD BEARING WALLS AND PARTITIONS SHALL HAVE HAVE DOUBLE TOP PLATES LAPPED AT WALL AND PARTITION INTERSECTIONS. JOINTS IN UPPER AND LOWER MEMBERS OF DOUBLE TOP PLATES SHALL BE STAGGERED AT LEAST 4'-0". HOLES IN WOOD MEMBERS FOR BOLTS SHALL BE THE NOMIAL BOLT DIAMETER PLUS 1/16". LAG SCREWS SHALL BE TURNED, NOT DRIVEN, INTO PRE DRILLED HOLES. HOLES IN WOOD FOR LAG SCREW SHANK SHALL BE BORED TO THE SAME DIAMETER AND DEPTH AS THE SHANK, AND FOR THE THREADED PORTION BORED WITH A BIT NOT LARGER THAN 40% TO 70% OF THE SHANK DIAMETER. I-JOISTS SHALL BE MANUFACTURED BY WEYERHAEUSER OR EQUIVALENT APPROVED ICC MANUFACTURED PRODUCT. 9. WOOD COLUMNS SHALL HAVE SOLID VERTICAL BLOCKING THROUGH THE FLOORS TO THE SUPPORT BELOW. FOR WALLS 10'-0" AND GREATER PROVIDE BLOCKING AT MID-HEIGHT FOR CONSTRUCTION STABILITY. ALL WALLS SHALL HAVE SINGLE BOTTOM PLATE AND DOUBLE TOP PLATE, UNO. ALL EXTERIOR LUMBER AND ALL LUMBER IN CONTACT WITH CONRETE OR MASONRY, OR EXPOSED TO THE EXTERIOR SHALL BE TREATED LUMBER. DO NOT CUT, BORE, COUNTERSINK OR NOTCH WOOD MEMBERS EXCEPT WHERE SHOWN IN THE DETAILS. PROVIDE DOUBLE JOISTS BENEATH ALL PARALLEL WALLS AND SOLID BLOCKING BENEATH ALL WALLS PERPENDICULAR TO JOISTS. WOOD NAILERS: UNO. ON PLANS AND DETAILS, WHERE WOOD MEMBERS ARE TO BE CONNECTED TO STEEL ELEMENTS, OR WHERE WOOD NAILERS CONNECTED TO STEEL MEMBERS ARE NEEDED FOR PROPER INSTALLATION OF FINISH MATERIALS, AS A MINIMUM PROVIDE WOOD NAILERS AS SPECIFIED BELOW WITH 5/8"Ø WELDED THREADED STUDS @ 24" O.C.: A. WOOD NAILERS NEEDED ONLY FOR INSTALLATION OF FINISH MATERIAL: 2X WOOD NAILERS, COUNTERSINKING OF THREADED STUDS BOLT IS ACCEPTABLE IF NEEDED FOR FLUSH INSTALLATION OF FINISH MATERIAL. B. WOOD NAILERS NEEDED TO SUPPORT OTHER WOOD ELEMENTS: 2X OR 3X WOOD NAILERS WITH OR WITHOUT COUNTERSINKING OF THREADED STUDS BOLT RESPECTIVELY. 1. 2. 3. 4. 5. 6. 7. 8. 9. 12. 10. 13. 14. WOOD SCREWS SHALL BE TURNED, NOT DRIVEN, INTO LEAD HOLES. SOAP OR OTHER LUBRICANTS SHALL BE PERMITTED AS NEEDED TO FACILITATE THE INSERTION AND PREVENT DAMAGE OF THE WOOD SCREW. LEAD SCREWS SHALL BE ABOUT 7/8 THE DIAMETER OF THE SCREW. THE MINIMUM PENETRATION OF WOOD SCREWS SHALL BE 10 TIMES THE SCREW DIAMETER OR 1.5", WHICHEVER IS GREATER. PENETRACTION IS MEASURED INTO THE PIECE RECEIVING THE NAIL POINT. 15. 11. 16. 17. NAILING & HARDWARE WOOD FRAMING WOOD (MIN)(MIN)(MIN)(MIN)(MIN) WOOD FRAMING, CONT. ALL WOOD CONSTRUCTION CONNECTORS SHOWN ON THE PLANS OR DETAILS SHALL BE SIMPSON STRONG-TIE OR EQUIVALENT, U.N.O. ALL CONNECTORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS IN CONJUNCTION WITH APPROVED ICC REPORTS. NOTIFY EOR FOR ANY POTENTIAL SUBSTITUTION PRIOR TO COMMENCING WORK. 18. - ALL SHEATHING SHALL BE LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, SHALL BE C-D OR C-C SHEATHING CONFORMING TO CBC 2303.1.5. SDS SCREWS SPECIFIED ON PLANS SHALL BE MANUFACTURED BY SIMPSON STRONG-TIE WITH ICC ESR-2236. ALTERNATES MAYBE USED ONLY WITH PRIOR APPROVAL BY EOR. 19. 1. BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 2. CEILING JOISTS TO PLATE 3. CEILING JOIST NOT ATTACHED TO PARALLEL RAFTER, LAPS OVER PARTITION 4. CEILING JOIST ATTACHED TO PARALLEL RAFTER 5. COLLAR TIE TO RAFTER, FACE NAIL OR 1 1/4"X20 GA.RIDGE STRAP TO RAFTER 6. RAFTER OR ROOF TRUSS PLATE 7. ROOF RAFTER TO RIDGE, VALLEY OR HIP RAFTERS OR ROOF RAFTER TO MINIMUM 2" RIDGE BEAM 3-8d COMMON 3-16d COMMON PER TABLE 2308.7.3.1 DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER TOE NAIL FACE NAIL FACE NAIL EACH RAFTER (2) TOE NAILS ON ONE SIDE AND (1) TOE NAIL ON OPP. SIDE OF EACH RAFTER OR TRUSS 3-8d COMMON PER JOIST, TOE NAIL 3-10d COMMON FACE NAIL 3-10d COMMON 3-10d COMMON TOE NAIL SPACING AND LOCATION ROOF WALL 8. STUD TO STUD(NOT AT BRACED WALL PANELS)16d COMMON 24" o.c. FACE NAIL 9. STUD TO STUD AND ABUTTING STUDS AT INTERSECTING WALL CORNERS ( AT BRACED WALL PANELS) 16" o.c. FACE NAIL16d COMMON 10. BUILT-UP HEADER( 2" TO 2" HEADER WITH 1/2" SPACER)16d COMMON 16" o.c. FACE NAIL 11. CONTINUOUS HEADER TO STUD 4-8d COMMON TOE NAIL 12. TOP PLATE TO TOP PLATE 16d COMMON 16" o.c. FACE NAIL 13. DOUBLE TOP PLATE SPLICE 8-16d COMMON FACE NAIL ON EA. SIDE OF END JOINT (MINIMUM 24" LAP SPLICE LENGTH EA. SIDE OF END JOINT) 14. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(NOT AT BRACED WALL PANELS) 16d COMMON 15. BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST OR BLOCKING(AT BRACED WALL PANELS) 2-16d COMMON 20. 1"x8" AND WIDER SHEATHING TO EACH BEARING.FACE NAIL 19. 1"x 6" SHEATHING TO EACH BEARING.2-8d COMMON FACE NAIL 18. 1" BRACE TO EACH STUD AND PLATE.2-8d COMMON FACE NAIL 17. TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS.2-16d COMMON FACE NAIL 16. TOP OR BOTTOM PLATE TO STUD.4-8d COMMON NAILING SCHEDULE END NAIL 2-8d COMMON 16" o.c. FACE NAIL 16" o.c. FACE NAIL REDUNDANCY FACTOR, 1.3 GENERAL NOTES & REQUIREMENTS MAX. STUD HEIGHT SPACING (FEET)(INCHES) USE THIS SPAN TABLE FOR STUD SPACING (U.N.O. ON PLANS):20. ONE FLOOF ONLY (INCHES) TWO FLOOF ROOF & CLN'G (INCHES) ONE FLOOF ROOF & CLN'G ROOF & CLN'G ONLY (INCHES)(INCHES) STUD HEIGHT STUD SIZE 24 MAXIMUM SPACING WHEN SUPPORTING NON-BEARING WALLSBEARING WALLS SIZE, HEIGHT AND SPACING OF WOOD STUDS 24 24 - - 14 14 20 - - 24 24 24 - - NOT ALLOWED 16 16 16 24 16 24 24 - - 24 24 24 - - 10 10 2x4 10 10 10 3x4 2x6 2-2x4 2-2x6 - NO MULTIPLES OF 2X4"S ARE ALLOWED TO SPAN MORE THAN 14'-0". BEARING WALLS EXCEEDING 10'-0" MUST BE DESIGNED CASE BY CASE. * SHALL NOT BE USED IN EXTERIOR WALLS. * REFER TO PLANS FOR STUD HEIGHTS EXEEDING THIS TABLE. FOR INTERIOR NON-SHEAR WALLS USE SIMPSON 0.157"Ø SERIES PDPAWL SHOT PINS WITH A PENETRATION OF 3/4" INTO SLAB AT 16" O.C. TO BE INSTALLED IN ACCORDANCE WITH ICC ESR-2138. ALL DIMENSIONS SHOWING THE LOCATION OF REINFORCING BARS/STEEL ARE TO THE CENTER OF STEEL U.N.O. ON THE PLANS OR DETAILS: SO-1 SOIL REPERT SO-2 SO-3 SOIL REPERT SOIL REPERT 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 GE N E R A L N O T E S & RE Q U I R E M E N T S S-0.10 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 PREFABRICATED OR SPECIALTY ITEMS AND THEIR COMPONENTS, WHICH ARE INDICATED BY THE STRUCTURAL DRAWINGS TO BE DESIGNED BY OTHERS, MAY BE SUBMITTED TO THE ARCHITECT AND/OR ENGINEER OF RECORD FOR REVIEW AS A DEFERRED SUBMITTAL PROVIDED THAT SUCH SUBMITTAL IS AUTHORIZED BY THE BUILDING DEPARTMENT. DEFERRED SUBMITTALS REQUIRED TO BE SUBMITTED TO THE STRUCTRURAL ENGINEER OF RECORD SHALL INCLUDE BUT NOT BE LIMITED TO: A. MECHANICAL, ELECTRICAL AND PLUMPING EQUIPMENT B. SELF SUPPORTING, PRE-MANUFACTURED STAIR ASSEMBLY C. PREFABRICATED ROOF & FLOOR TRUSSES D. HVAC STRUCTURAL SUPPORT REQUIREMENTS E. AWNINGS, SIGNAGE, FASCIAS, ETC. F. FIRE SPRINKLERS G. CONTINUOUS TIE DOWN SYSTEM H. CONCRETE MIX DESIGN CONTINUOUS AND PERIODIC SPECIAL INSPECTION IS REQUIRED FOR THE WORK AS DESCRIBED IN IBC/CBC CHAPTER 17, SEE INSPECTION SCHEDULE BELOW, ONLY CHECKED ITEMS ARE REQUIRED. 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. 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. STRUCTURAL WOOD, PERIODIC SPECIAL INSPECTION IS REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS, AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING, AND OTHER FASTENING OF COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, INCLUDING WOOD SHEARWALLS, WOOD DIAPHRAGMS, DRAG STRUTS, BRACES, SHEAR PANELS, AND HOLD-DOWNS, EXCEPTION: SPECIAL INSPECTION IS NOT REQUIRED FOR WOOD SHEARWALLS, SHEAR PANELS AND DIAPHRAGMS, INCLUDING NAILING, BOLTING, ANCHORING AND OTHER FASTENING TO OTHER COMPONENTS OF THE SEISMIC FORCE RESISTING SYSTEM, WHERE THE FASTENER SPACING OF THE SHEATHING IS MORE THAN 4 INCHES ON CENTER. INSPECTIONS SHALL BE PERFORMED BEFORE COVERING. 1. 1. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL STRUCTURAL ITEMS. SHOP DRAWINGS ARE REVIEWED ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS. DESIGN ACCURACY OF SUCH PRODUCT, DIMENSIONS AND QUANTITY OF THE PRODUCT IS NOT REVIEWED BY EOR. RESPONSIBILITY FOR CORRECTNESS SHALL REST WITH THE CONTRACTOR. ANY CHANGES, SUBSTITUTIONS, OR DEVIATIONS FROM CONTRACT DRAWINGS SHALL BE CLOUDED ANY OF THE AFOREMENTIONED SHALL NOT BE CONSIDERED APPROVED AFTER ENGINEER'S REVIEW UNLESS SPECIFICALLY NOTED ACCORDINGLY. 3. THE SHOP DRAWINGS DO NOT SUPERSEDE OR REPLACE THE ORIGINAL CONTRACT DRAWINGS. ANY ENGINEERING PROVIDED BY OTHERS AND SUBMITTED FOR REVIEW SHALL BEAR THE SEAL OF AN APPROPRIATELY REGISTERED ENGINEER. ENGINEERING SYSTEM SOLUTIONS SHALL NOT BE RESPONSIBLE FOR THE ADEQUACY OF ENGINEERING DESIGNS PERFORMED BY OTHERS. 4. SHOP DRAWINGS SHALL REFERENCE DATE AND DELTA (IF ANY) OF CONTRACT DRAWINGS.5. ALL DEFERRED SUBMITTALS SHALL INCLUDE CALCULATIONS AND DRAWINGS PREPARED IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AND STAMPED BY AN APPROPRIATELY LICENSED PROFESSIONAL ENGINEER. SUBMITTALS SHALL SHOW LOCATION AND MAGNITUDE OF LOADS, SIZE AND CONFIGURATIONS OF MEMBERS, AND COMPATIBILITY WITH THE PRIMARY STRUCTURAL SYSTEM. 2. CONTRACTOR 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 BUILDING OFFICIAL AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK ON SUCH A SYSTEM OR COMPONENT PER SEC 1704.4. 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. 2. 3. 4. 5. 6. SUBMITTALS AND SHOP DRAWINGS STATEMENT OF SPECIAL INSPECTION: THE SPECIAL INSPECTOR SHALL BE A QUALIFIED INDIVIDUAL WHO WILL DEMONSTRATE COMPETENCE, AND KNOWLEDGE TO THE BUILDING OFFICIAL, FOR THE SPECIFIC TYPE OF SPECIAL INSPECTION REQUIREMENT REQUIRED PER SCHEDULE BELOW. 7. WOOD SPECIAL INSPECTIONS SHALL BE PER CBC SECTION 1705.5.8. SPECIAL INSPECTIONS FOR WIND AND SEISMIC RESISTANCE SHALL BE PER SECTION 1705.11 AND 1705.12 RESPECTIVELY. 9. REQ'D(?) STATEMENT OF SPECIAL INSPECTIONS (ONLY INDICATED ITEMS ARE REQUIRED) INSPECTION ITEMS SPECIAL INSPECTIORS (NAME, PHONE#, REGISTRATION#) STRUCTURAL STEEL (1705.2.1) STEEL FRAME JOINT DETAILS COLD-FORMED STEEL DECK (1705.2.2) OPEN-WEB STEEL JOISTS AND JOISTS GIRDERS (1705.2.3) REINFORCING STEEL AND PRE-STRESSING STEEL TENDONS SHOTCRETE (CURING TEMPERATURE, DESIGN MIX, PLACEMENT, STRENGTH ETC. PER TABLE 1705.3) COLD-FORMED STEEL TRUSSES SPANNING >= 60 FT CONCRETE CONSTRUCTION (DESIGN MIX, FORMWORK, PLACEMENT, ETC. PER TABLE 1705.3) (SEE 1705.3 EXCEPTIONS) STRUCTURAL WELDING/REBAR WELDING ALL MASONRY CONSTRUCTION (1705.4) WOOD FOR HIGH LOAD DIAPHRAGMS (1705.5.1) METAL-PLATE-CONNECTED WOOD TRUSSES SPANNING >=60 FT SOILS (EXCAVATION, FILL, ETC. PER 1705.6) (SEE 1705.6 EXCEPTIONS) DRIVEN PILES PER 1705.7 CAST IN PLACE PILES PER 1705.8 HELICAL PILE FOUNDATIONS PER 1705.9 ERECTION OF PRE- CAST CONCRETE MEMBERS BOLTS INSTALLED IN CONCRETE HIGH STRENGTH BOLTING/MATERIAL VERIFICATION WOOD DIAPHRAGM AND SHEAR WALLS* *: FOR SPECIAL INSPECTION OF WOOD DIAPHRAGMS AND SHEAR WALLS, CONTACT EOR FOR SCHEDULE. EPOXY/ POST INSTALLED ANCHORS YES YES YES 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 GE N E R A L N O T E S & RE Q U I R E M E N T S S-0.11 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 S-0.20 TY P I C A L D E T A I L S EXTERIOR SHEATHING SEE ARCH. FOR INSULATION AND MEMBRANE STEEL ANGLE SCHEDULE SIZE SPAN MAX. L4x3 1/2x3/8 L6x3 1/2x1/2 L7x4x5/8 8'-0" 14'-0" 16'-0" ADD 9 GAUGE WIRE JOINT REINF. @24" O.C. VERTICAL FOR BUILDING IN SEISMIC DESIGN CATEGORIES C, D, E, F. FERO PAC-TIE WITH 2-#6 x 2" DECK SCREW AND WASHERS AS FOLLOWS: - TYPICAL AT 16" HORIZONTAL AND AT 24" VERTICAL - AROUND OPENINGS AT 12" HORIZONTAL AND AT 16" VERTICAL - NOT MORE THAN 12" FROM EDGE OF OPENINGS. - LOCATE ROW OF TIES MAX 12" ABOVE BEARING LEVEL AND 8" FROM TOP OF WALL. LLV STEEL ANGLE SUPPORT 3'-6" VENEER HEIGHT MAX AND NEED TO EXTENT AND BEAR ON EACH SIDE OF OPENING 4" MIN. SEE SCHEDULE FOR SIZE STUD WALL PER PLAN BEAM OR HEADER PER PLAN 1/2" DIA. LAG SCREW @12" O.C. WITH 2.5" MIN. EMBED TO BEAM OR HEADER OPENING VENEER TO WOOD WALL 4 2 3 5 6 TY P I C A L D E T A I L S 1 810 11 7 8 9 12 CONCRETE FLOOR CONDITION WOOD FLOOR CONDITION 1' MIN.PARTIAL SHEET AT WALL END ONLY 1' MI N . WH E R E RE Q ' D 7" MI N . STAGGER HORIZ. PANEL JOINTS, TYP OR USE FULL HEIGHT SHEETS WHERE POSSIBLE FULL SIZE PLYWOOD SHEET TYP. U.O.N. END POST AT HD EDGE NAIL TO HOLD DOWN END POST ANCHOR BOLTS PER SHEAR WALL SCHEDULE EDGE NAIL TO SILL BLK'G AT PANEL EDGES SAME SIZE AS PANEL EDGE STUD WITH STAGG. E.N. FIELD NAILING @12" O.C. EDGE NAIL AT PANEL EDGES TYP. STUDS PLYWOOD FACE GRAIN PARALLEL TO STUD EDGE NAIL TO SOLE PLATE SOLE PLATE NAILING A35 PER SHEAR WALL SCHEDULENOTES: 1.PROVIDE STAGGERED NAILING AT ALL PANEL EDGES. 2. STUDS ARE SPACED @ 16" O.C. MAX. U.O.N. 3. PROVIDE 1/8" GAP BETWEEN ADJACENT PANELS. EDGE NAIL TO TOP PLATES STAGGER NAILS EDGE NAIL AT ALL VERTICAL PANEL SPLICES (STAGG.). POST SIZE AT SPLICE PER SHEAR WALL SCHEDULE NOTES. SHEAR WALL FRAMING ELEVATION 1/ 2 " GA P FLOOR LINE H TOP OF PARTITION PARALLEL TO JOISTS 1/ 2 " GA P FLOOR LINE H TOP OF PARTITION PERPENDICULAR TO JOISTS 1/2 "GAP TOP OF PARTITION TO CONC. SLAB 1/ 2 " GA P 4x W/ 1/2" Ø HILTI KH-EZ @48" O.C. W/ 5" EMBED EA SIDE DBL. TOP PLATES CEILING WHERE OCCURS SLAB PER PLAN 2-16d TOE NAIL 2x4 FLAT @ 48" O.C. DBL. TOP PLATES 2x6 BRACING W/ (3)16d EA END @ 8'-0" WHERE WALL IS: 2x4 AND H> 14'-0" 2X6 AND H> 22'-0" PROVIDE 2x6 CONT. @ MIDSPAN WHERE BRACE EXCEEDS 6'-0" W/(2) 16dCEILING WHERE OCCURS SIMPSON DTC (SLOT VERTICAL) AT EA JOIST OR RAFTER DBL. TOP PLATES CEILING WHERE OCCURS SIMPSON DTC (SLOT VERTICAL) CLIP @ EA RAFTER CEILING WHERE OCCURS SIMPSON STCT CLIP (SLOTS VERTICAL) WHERE REQUIRED @ EA RAFTER PARTITION WALL (NON-BEARING/ NON-SHEARWALL) FRAMING AT NON BEARING WALLS NON BEARING WALLS FLOOR JOIST PER PLAN SIMPSON Z CLIP EA. END 2X BLOCKING @16" O.C. SIMPSON Z CLIP EA. END 2X BLOCKING @16" O.C. WALL PARALLEL TO JOIST WALL PERPENDICULAR TO JOIST NON BEARING WALLS PROVIDE DOUBLE JOISTS UNDER NON BEARING WALLS NON BEARING WALLS PROVIDE FULL HEIGHT BLK'G UNDER NON BEARING WALLS 2x SAWN LUMBER 1 3/4" ENGINEERED LUMBER WEB STIFFENER WALL PARALLEL TO JOIST OPTION NOTES: 1. NAILS SHALL BE DRIVEN TIGHT BUT SHALL NOT FRACTURE SURFACE OF SHEATHING. 2. PLYWOOD OSB PIECES SHALL CONTAIN NOT LESS THAN 8 SQ. FT. NOR BE LESS THAN 2-0" WIDE. 3. MAXIMUM UNSUPPORTED SHEATHING TO BE 24". 4. FRAMING AT ADJOINING PANEL EDGE SHALL BE 3" NOMINAL OR WIDER AND NAILS AT ALL PANEL EDGES SHALL BE STAGG. WHERE PANEL EDGE NAILING IS SPECIFIED AT 2 1/2" 0.C. OR LESS. 5. ALL PANEL EDGES OF THE FLOOR SHEATHING SHALL HAVE APPROVED T AND G JOINTS OR SHALL BE SUPPORTED BY BLK'G. PER IBC/CBC TABLE 2304.8 (3) FOOTNOTE D. 6. DIAPHRAGM BOUNDARY SHALL BE SUPPORTED BY FRAMING MEMBERS WITH BOUNDARY NAILING. SECTION A-A PLAN 1/8" GAP 4'-0"x8-0" SHEETS, STAGG. AS SHOWN FIELD NAINILG SHEATHING EDGE NAILS 2x MIN. FRAMING DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT DISCONTINUOUS EDGE W/2x MIN. FRAMING BLK'G. CONT. EDGE W/2x MIN. BLK'G. AT BLOCKED DIAPHRAGM JOIST PER PLAN CONT. EDGE W/O BLK'G. @ UNBLK'G. DIAPHRAGMEDGE NAILING STAGG. AA PANEL JOINT ROOF OR FLOOR SHEATHING LAYOUT 4' - 0 " M A X 1" MIN PENETRATION SECTION OF DOUBLE JOISTS PLAN VIEW NOTES: SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS FOR SIZE AND LOCATION OF OPENING WOOD JOISTS PER PLAN SHEATHING PER PLAN MSTA30 W/2x BLOCK TYP. @ CORNER DOUBLE JOISTS TAIL JOIST HANGER PER PLAN EDGE NAILING COMMON NAILS @ 6" O.C. EACH FACE TOP AND BOTTOM WEB STIFFENER AT HANGER (I-JOIST ONLY) TYP. FLOOR AND ROOF OPENING 1. 1/2" 3D MAX. L/3 MIN. D MIN. D/ 4 MA X . 2" M I N 2" M I N D/ 5 MA X . D ℄ JOIST AND HOLE NOTE: 1. D = DEPTH OF JOIST OR BEAM D1= STUD WIDTH L = CLEAR SPAN 2. PERDRILL CORNERS OF NOTCHES 3. NOTCH MAY OCCUR TOP OR BOTTOM, NOT BOTH. 4. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVER PORTION OF JOISTS. 5. MAX. ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES IN L/3 SPAN. D/ 6 MA X . RAFTER, JOIST OR BEAM DRILLING HOLES AND NOTCHING OF THE JOIST ROOF TRUSSES OR RAFTER PER PLAN NOTE: - USE PRE-FAB. STEP-DOWN TRUSSES PERPENDICULAR TO ROOF TRUSSES IN-LIEU OF 2x JACK RAFTERS 2x4 OR 2X6 RAFTERS @ 24" O.C. MAX. MAX. SPAN: 2x4 = 4'-0" 2x6 = 8'-0" 2x VALLEY PLATE W/(3) 16d INTO EACH RAFTER OR TRUSS ADD 2x4 STRUT FROM JACK RAFTER TO RAFTER OR TRUSS BELOW TO LIMIT OVER FRAMING RAFTER SPAN 2x RIDGE BOARD W/ DEPTH GREATER THAN JACK RAFTER OVER FRAMING INTERSECTION w/ POST INTERSECTION w/o POST OUTSIDE CORNER w/ POST OUTSIDE CORNER w/o POST NOTE: SEE FRAMING PLAN FOR SHEAR WALL LOCATIONS, ORIENTATIONS AND SCHEDULE REFERENCES 16d @ 12" O.C. FOR 2x STUD 20d @ 6" O.C. FOR 3x STUD PLYWOOD AT DOUBLE-SIDED WALL POST AT PER PLAN 16d @ 12" O.C. POST AT PER PLAN 2x OR 3x STUD AS REQ'D., TYP. PER S.W. SCHED. PLY. CONT. THRU WALL INTERSECTION ATDOUBLE-SIDED WALL 16d @ 12" O.C. FOR 2x STUD 20d @ 6" O.C. FOR 3x STUD DOUBLE 2x, MIN. 16d @ 12" O.C. SHEAR WALL/ INTERSECTION DOUBLE STUDS 16d @24" O.C. TYP. WALL INTERSECTION DOUBLE TOP PLATES SILL PLATE NOTE : WHERE NOTCH IS GREATER THAN 1" PROVIDE 10 GA STRAP W/ WIDTH SAME AS DBL TOP PL.TOP PL OF SHEAR WALLS SHALL NOT BE NOTCHED UNLESS SPECIFICALLY DETAILED. NOTE : WHERE DEPTH OF NOTCH "B" OS GREATER THAN D/5 PROVIDE ANCHOR BOLT EA SIDE OF NOTCH PER END REQUIREMENT. NO MORE THAN ONE NOTCH IS PERMITTED IN EVERY 12'-0" @ SHEAR WALL 5" MIN. 9" MAX. 5" MIN. 9" MAX. 5" MIN. 9" MAX. 2D MIN. D D/ 2 D/ 2 "B" 8" MAX @ SHEAR WALL "B " D/ 3 8) 16D SIDE OF NOTCH (4PL) 5" 3" MAX.5"NOTCH D/ 2 MA X . 2D MIN. D/ 3 D/ 2 D/ 2 D DRILLED HOLE END OF SILL PL END OF SILL PL PLATE NOTCH AT NON SHEAR WALL NON BEARING STUDS BEARING STUDS NOTES: 1. NOTCHING AND BORING SHOULD NOT OCCUR IN SAME STUD SECTION 2. NO MORE THAN TWO SUCCESSIVE DOUBLE STUDS MAY HAVE 60% MAX BORING HOLES 5/8" MIN. DISTANCE TYP. ALL STUD 5/8" MIN. DISTANCE TYP. ALL STUD 1-1/2" 1-1/2" 40% MAX. STUD WIDTH NOTCH 60% MAX. STUD WITH BORE NOTCH SCHEDULE 25% 40% 60% 7/8" 1-3/8" 2" 2 x 4 % OF STUDS NOTCH/BORE 1-3/4" 2-1/8" 4-1/4" 2 x 8 60% MAX. STUD WITH BORE STUD NOTCHING/BORING LIMITS 1-3/8" 2-1/8" 3-1/4" 2 x 6 POST SEE PLAN OR SOLID BLK'G. SEAT ON HEADER (2)2x TOP PL'S PROVIDE FULL WIDTH BLK'G. UNDER POST ABOVE JOIST SEE PLAN FOR DIRECTION POST SEE PLAN SIMP. A34 EACH SIDE 2x SOLE PL. PLYWOOD SHEATHING SEE PLAN BLOCKING AT POSTS/TRIMMERS13 NOTES: 1. INSTALL SOLE PLATE ANCHORAGE AS SHOWN AND AT SPACING INDICATED IN WOOD SHEARWALL BASE CONNECTION SCHEDULE. 2. STAGGER ANCHORS AT DOUBLE SIDE OF SHEARWALL SHEARWALL WHERE OCCURS SOLE PLATE ANCHORAGE PER SHEARWALL SCHEDULE 1/2" MAX. SHEARWALL WHERE OCCURS CONCRETE SLAB PLATE WASHER 0.229"x3"x3"- MIN. @SHEARWALL APPLICABLE NOTE 2@SHEARWALL APPLICABLE NOTE 2 WOOD SHEARWALL SILL PLATE ANCHORAGE 1/2" MAX. 14 SPLICE LENGTH OF REINFORCEMENT REBAR TENSION SPLICE LENGTH (PROVIDED MASONRY COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN COMPLIANCE WITH ACI 530-13, SECTION 9.3.3.3 ) fy f'm 1500 3 4 5 6 7 8 9 SPLICE LENGTH IN INCHES 19 34 45 54 63 72 81 18 30 45 54 63 72 81 18 26 41 54 63 72 81 18 24 38 54 63 72 81 BAR SIZE (psl)(psl) 2000 2500 3000 60000 CLASS B REBAR TENSION SPLICE LENGTH (PROVIDED CONCRETE COVER, CLEAR BAR SPACING AND TRANSVERSE REINFORCEMENT ARE IN COMPLIANCE WITH ACI 318-19, CHAPTER 25) f'c 25 0 0 P S I NO R M A L WE I G H T CO N C R E T E 30 0 0 P S I NO R M A L WE I G H T CO N C R E T E LOCATION *TOP BARS AND HORIZONTAL WALL STEEL OTHER BARS *TOP BARS AND HORIZONTAL WALL STEEL OTHER BARS Fy 40 60 40 60 40 60 40 60 3 4 5 6 7 8 9 10 11 SPLICE LENGTH IN INCHES 20 27 34 41 59 68 76 86 95 30 41 51 61 89 101 114 129 143 16 21 26 31 46 52 59 66 73 23 31 39 47 68 78 88 99 110 19 25 31 37 54 62 70 78 87 28 37 46 56 81 93 104 118 131 14 19 24 28 42 47 54 60 67 21 28 36 43 62 71 80 90 100 45 0 0 P S I NO R M A L WE I G H T CO N C R E T E *TOP BARS AND HORIZONTAL WALL STEEL OTHER BARS 40 60 40 60 17 22 28 33 49 55 63 70 78 25 33 42 50 73 83 94 105 117 13 17 22 26 37 43 48 54 60 19 26 32 38 56 64 72 81 90 15 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 FOOTING SCHEDULE LEGEND FOUNDATION NOTES 1.REFER TO SHEET S-0.10 FOR MORE INFORMATION. 2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS. 3.TOP OF ALL EXTERIOR FOOTING, GRADE BEAM FOOTING, PAD FOOTING, OR FLAG POLE FOOTING TO BE MIN. 6" BELOW FINISH GRADE. 4.FOR NON-SHEAR WALLS, MASA/MASAP MUDSILL ANCHORS CAN BE USED IN LIEU OF ANCHOR BOLTS WITH END DISTANCE OF 4" MIN. PER ESR #2555. 5.FOR DOUBLE SHEAR PANEL TYPES SW3, SW4, SW5 USE MIN. 3X6 SILL PLATES U.N.O. DENOTES HOLDOWN PER SCHEDULE DENOTES PAD NUMBER PER SCHEDULE DENOTES SLAB STEP PER ARCH. (VERIFY PRIOR TO CONSTRUCTION) DENOTES FOOTING HOLDOWN SCHEDULE DENOTES DETAIL SHEET NUMBER DENOTES DETAIL NUMBER DENOTES PAD REFER TO DETAIL 10/SD1.0 PAD SIZESYMBOL SYMBOL SIMPSON HOLDOWN USP HOLDOWN NOTES HDU2 X SDX DENOTES SHEAR PANEL LENGTH DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE STEP REINFORCEMENT X X X X'-X" HD1 DENOTES POST OR TRIMMER AS NOTED #X DENOTES PAD NUMBER IN CALCULATIONS CF1 CONT. W=12", D=16"CONT. (2) #4 TOP & BOTTOM - 2'-6" SQ. x 16" THICK (4) #5 E.W.P2 HDU4HD2 - HDU5HD3 - 2022 CALIFORNIA BUILDING CODE (1), (3) (4) (2) (1) 870 (PLF) SHEAR ALLOWABLE 220 PANEL TYPE SHEAR 8 d's 10 d's @ 2" O.C. 8 d's @ 2" O.C. @ 3" O.C. 15/32" APA Structural I rated 3/8" APA rated 10 d's @ 12" O.C. 8 d's @ 12" O.C. 8 d's @ 12" O.C. 8 d's @ 4" O.C. NAILING (COMMON) EDGE 8 d's@ 6" O.C. 3/8" APA rated rated3/8" APA SHEATHING 8 d's @ 12" O.C. @ 12" O.C.8 d's FIELD (COMMON) NAILING PERIODIC SPECIAL INSPECTION IS REQUIRED. (4) (2) (5) (6) USE CLIPS @ 6" O.C. ON SIMPSON STRONG WALL & HARDY FRAME (U.N.O.). SINKER 16d's CONNECTION SILL PLATE @ 4" O.C. @ 6" O.C. @ 3" O.C. @ 2" O.C. @ 16" O.C. @ 12" O.C. @ 8" O.C. @ 6" O.C. @ 5" O.C. SHEATHING PANEL JOINT AND SILL PLATE NAILING SHALL BE STAGGERED IN ALL CASES. PROVIDE 3" NOMINAL OR WIDER FRAMING AT ADJOINING PANEL EDGES WITH NAILS STAGGERED. USE SPACING PER SCHEDULE IF NUMBER OF FRAMING CLIPS ARE NOT SPECIFIED ON FRAMING PLANS. FRAMING CLIPS A35's, LS50's OR LTP4's (5), (6) 2 ROWS STAGG. @ 3" O.C. 1/4"Øx6" SCREWS SDS (8) 260 320 380 410 490 (7)ALLOWABLE SHEAR ARE FOR STUDS SPACED @ 24" O.C. MAX. (8)SHEATHING CONFORMS TO EITHER DOC PS 1 OR PS 2 STANDARDS. (9)NAILING @ 6" O.C. WHEN STUDS ARE SPACED @ 24" O.C. (9) (7) (7) (7) 3/8" APA rated 530 640 (7) (10)FOR DOUBLE SIDED SHEAR PANELS: (10)(10)(10) (10)(10)(10) (10)(10)(10) a. USE HALF THE SPACING OF SILL PLATE ANCHOR BOLTS FOR TYPES SW3, SW4 & SW5. c. SEE SHEAR TRANSFER DETAIL ON PLAN FOR FRAMING CLIP TYPES AND HALF THE SPACING, FOR TYPES SW3, SW4 & SW5. 5/8" Ø 2X A.B. SPC'G @ 24" O.C. @ 16" O.C. @ 8" O.C. @ 8" O.C. @ 6" O.C. 48" 42" 36" 24" 18" SHEAR WALL SCHEDULE (4) (2) (4) (2) (4) (2) (3)STUDS ARE SPACED @ 16" O.C. MAX. UNLESS NOTED OTHERWISE ON PLAN. b. USE ONLY 1/4"Øx6" SDS SCREWS IN SCHEDULE AND WITH HALF THE SPACING, FOR TYPES SW4 & SW5. SW1 SW2 SW3 SW4 SW5 BEDROOM-2 W.I.C BEDROOM-1 BATH-2 BATH-1 CL O S E T CL O S E T LIVING ROOM DINING ROOM KITCHEN A B C SW2 4'-4" HD3 HD3 SW1 8'-0" HD1 HD1 SW2 8'-0" HD2 HD2 1 2 3 SW 1 8' - 0 " HD1 HD1 SW 2 8' - 0 " HD1 HD1 SW 1 8' - 0 " HD1 HD1 ST E P 1 SD1.0 1 SD1.0 1 SD1.0 1 SD1.0 1 SD1.0 1 SD1.0 3 SD1.0 3 SD1.0 3 SD1.0 3 SD1.0 3 SD1.0 6 SD1.0 6 SD1.0 6 SD1.0 6 SD1.0 12 SD1.0 12 SD1.0 12 SD1.0 4 SD1.0 CB44 STEP THICK CONVENTIONAL AND UNDERLAYMENT 5" PER DETAIL 1/SD1.0 SLAB w/#4 @ 18" O.C. E.W. 1' - 0 " CF1, TYP. 1' - 0 " CF1, TYP. 1'-0" CF1, TYP. 1'-0" CF1, TYP. 1'-0" CF1, TYP. 1' - 0 " CF1, TYP. 9 SD1.0 TYP. P2 P2 P2 12 SD1.0 2'-6" 3' - 8 " BEDROOM-2 W.I.C BEDROOM-1 BATH-2 BATH-1 CL O S E T CL O S E T LIVING ROOM DINING ROOM KITCHEN 4x6 HDR 4x6 HDR 4x6 HDR 4x 6 H D R 4x6 HDR 4x 6 H D R 4x6 HDR4x6 HDR 4x 6 H D R 4x 6 H D R 5 3 1 / 2 " x 1 1 7 / 8 " L V L C L ' G B M 2x 1 0 R I D G E B O A R D RR1 4x 6 H D R RR1 2 6 3 1 / 2 " x 1 1 1 / 4 " L V L C L ' G B M 3 4 7 10 4x 8 H D R 8 4x 8 H D R 4x6 DR BM 4x6 DR BM 9 4x8 RIDGE BM R.R. W/E.N.R.R. W/E.N. R.R. W/E.N.R.R. W/E.N. 1 4x8 DR BM RR 1 RR 1 RR 1 A B C 4x 4 4x4 F.H. SW2 4'-4"4x 4 4x 4 SW1 8'-0" 4x 4 4x 4 SW2 8'-0"4x 4 4x 4 10 1 2 3 SW 1 8' - 0 " 4x4 4x4 SW 2 8' - 0 " 4x4 4x 4 4x4 CJ1 CJ 2 CJ1 4x8 RIDGE BM 3 1/2"x11 7/8" LVL RIDGE BM 4x8 RIDGE BM 4x4 4x4 K.P. K.P. 4x4 K.P. 4x 4 2- 2 x 4 2- 2 x 4 2-2x4 2-2x4 2- 2 x 4 2- 2 x 4 2-2x4 4x4 4x4 K.P. 1B SD2.0 17B SD2.0 1B SD2.0 2B SD2.0 1B SD2.0 2B SD2.0 1B SD2.0 1B SD2.0 1B SD2.0 TRIM TRIM TR I M 1B SD2.0 TRIM 1B SD2.0 5 SD2.0 4 SD2.0 5 SD2.0 4 SD2.0 4 SD2.0 4 SD2.0 5 SD2.0 R. R . W / E . N . R. R . W / E . N . R. R . W / E . N . R. R . W / E . N . 6 SD2.0 7 SD2.0 13 SD2.0 7 SD2.0 13 SD2.0 16 SD2.0 8 S-0.20 TYP. 4 SD2.0 10B SD2.0 R. R . W / E . N . R. R . W / E . N . R.R. W/ E.N. 3 1/2"x11 1/4" LVL RIDGE BM4x6 F.H. 1B SD2.0 12 SD2.0 HIGH LOW 11 SD2.0 13 SD2.0 (T.O.B=13'-7") (T.O.B=13'-7") 14 SD2.0 15 SD2.0 11 SD2.0 15 SD2.0 2B SD2.0 SW 1 8' - 0 " 9 SD2.0 9 SD2.0 9 SD2.0 9 SD2.0 9 SD2.0 4 SD2.0 1B SD2.0 11 SD2.0 8 SD2.0 4x4 K.P.7 SD2.0 13 SD2.0 4x4 RR 1 2- 2 x 4 2-2x4 1B SD2.0 2B SD2.0 4 SD2.0 5 MIN 4 BAYS 2x6 F.H. WALL STUD @16" O.C. CJ 1 CJ 2 18 SD2.0 19 SD2.0 FRAMING NOTES 1.REFER TO SHEET S-0.10 FOR MORE INFORMATION. 2.CONTRACTOR IS RESPONSIBLE FOR VERIFYING PREFABRICATED SHEAR WALLS AND MATCH TOP PLATE HEIGHT AND WALL WIDTH AND NOTIFY ENGINEER OF RECORD IF DIFFERENT THAN PLANS. 3.USP CONNECTORS CAN BE USED IN LIEU OF SIMPSON STRONG TIE IN THIS PROJECT. CONTACT E.O.R. FOR CONVERSION TABLE OR SUBMIT SHOP DRAWINGS TO E.O.R. FOR REVIEW AND APPROVAL. 4.ALL BEAM HANGERS SHALL BE SIMPSON HU HANGERS, UNO. ON PLAN OR DETAIL. 5.USE ST6224 STRAP FOR THE TOP PLATES SPLICE AT ALL FRAMING LEVELS (3B/SD2.0), UNO ON PLANS. 6.USE ST22 STRAP FOR LEDGER SPLICES, UNO. 7.USE (1)CS16 x 3'-0" STRAP AT RIM JOISTS SPLICE, U.N.O ON PLANS. 1¼” MIN. LVL RIM JOISTS SHOULD BE USED AT ALL FLOOR FRAMING EDGES. 8.HEADER AT NON-BEARING WALLS, USE 2x4 FOR OPENINGS UP TO 3'-0" MAX., (2)2x4 FOR OPENINGS UP TO 6'-0" MAX., 4x6 FOR OPENINGS UP TO 12'-0" MAX., (UNO). USE 4x4 FOR OPENINGS LESS THAN 16" AT BEARING WALLS WITHOUT POINT LOADS. 9.WOOD HEADER OR POSTS MADE UP OF 2 OR MORE 2X'S SHALL BE SPIKED TOGETHER PER THE NAILING SCHEDULE. 10.SHEARWALL PANEL TO BE NAILED TO ALL MULTIPLE STUDS RECEIVING HOLDOWNS AND DO NOT BREAK AT PERPENDICULAR WALL LOCATIONS, UNO. FRAMING SCHEDULE DENOTES POST OR TRIMMER AS NOTED LEGEND KEY NOTES DENOTES SHEAR PANEL LENGTH DENOTES PANEL TYPE, REFER TO SHEARWALL SCHEDULE DENOTES BEAM NUMBER, REFER TO E.O.R. CALCULATIONS DENOTES DIRECTION OF FRAMING MEMBER PER FRAMING SCHEDULE DENOTES DETAIL SHEET NUMBER DENOTES KEY NOTE NUMBER DENOTES BEARING WALL DENOTES OVER FRAMING DENOTES POST OR TRIMMER FROM FLOOR ABOVE DENOTES DETAIL NUMBER DENOTES DROP BEAM OR HEADER PER PLAN DENOTES FLUSH BEAM PER PLAN MARK MEMBER TYPE RR1 2 X 8 ROOF RAFTERS @ 16" O.C. X X X X SDX DENOTES DRAG DIRECTION BLOCKED ROOF DIAPHRAGM 8d's @ 4" B.N. 8d's @ 6" E.N. 8d's @ 12" F.N. 10 X X'-X" X X CJ1 2 X 6 CEILING JOISTS @ 16" O.C. DENOTES FRAMING ZONE DIVISION X DENOTES SHEARWALL LINE IN CALCULATIONS CJ2 2 X 8 CEILING JOISTS @ 16" O.C. LINE OF 2x FLAT BLOCKING W/E.N.5 FOUNDATION PLAN SCALE : 1/4" = 1'-0" 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 S-1.0 FO U N D A T I O N P L A N & ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" RO O F F R A M I N G P L A N 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 2 3 CONT. REBAR PER PLAN MIN. 10 MIL VAPOR BARRIER 4" GRAVEL OR AS RECOMMENDED BY GEOTECHNICAL REPORT TOP OF NATURAL GRADE OR COMPACT FILL MIN. 6" OVERLAP (U.N.O.) "D " M I N . E M B E D M E N T PE R S C H E D U L E MI N . 7" PLYWOOD OR OSB PER PLAN EXTERIOR FINISH (SEE ARCHITECTURAL DETAILS FOR WATER RESISTANT BARRIER/WEEP SCREED) MI N . 8" INTERIOR FINISH 2x STUDS PER PLAN 2x PTDF SILL (USE 3x WHERE REQUIRED PER PLANS) w/ 5/8" DIA. ANCHOR BOLTS CONC. SLAB PER PLAN SLAB REINF. PER PLAN PER PLAN ALT.1 ALT.2 TOP OF NATURAL GRADE 2" MIN. CLR. COVER POSSIBLE COLD JOINT SEE NOTES NOTES: 1.FOR TWO POUR CONSTRUCTION, SEE FOOTING COLD JOINT DETAIL. 2.MAXIMUM WATER CEMENT RATIO FOR SLAB CONCRETE SHALL BE W/C=0.45. 3.EMBEDMENT DEPTH, "D" SHALL BE MEASURED FROM THE LOWEST ADJACENT GRADE. TYPICAL EXTERIOR FOOTING FOR DUAL POUR, 7" EMBED. INTO THE 1st POUR START FROM THE COLD JOINT 2" SAND LAYER 2x STUDS PER PLAN INTERIOR FINISH 2x PTDF SILL & ANCHOR PER PLAN CONC. SLAB PER PLAN TOP OF NATURAL GRADE OR COMPACT FILL W PER PLAN D PE R P L A N 2" MIN. CLR. COVER, TYP.REINFORCING PER PLAN SLAB REINF. PER PLAN NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN. TYPICAL INTERIOR FOOTING REBAR CONT. T&B (U.N.O.) PER PLAN CONC. SLAB PER PLAN TOP OF NATURAL GRADE OR COMPACT FILL D PE R P L A N 4" 2" M I N . (P E R A R C H . ) ISOLATE SLAB FROM STEM WALL (USE 1/2" FIBERBOARD MATERIAL) PORCH SLAB SLOPE TO DRAIN PER ARCH PLANS STUD BEYOND 2" MIN. CLR. COVER, TYP. W PER PLAN NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN. 8" M I N . HOUSE TO PORCH TIE BEAM PER PLAN (WHERE OCCUR) 6" MIN. 6" M I N . 12" MIN. 12 " M I N . ±6 " DE P T H T O M A T C H BO T T O M O F F T G . 8" M I N . PE R A R C H . 2" 6" MIN. PER ARCH. (1) 4# CONT. #4 VERT. @18" O.C. AT CENTER WHERE H >18" ±6 " DE P T H T O M A T C H BO T T O M O F F T G . FINISH GRADE (2)#5-TOP &BOTT. CONT. EXTEND MIN. 24" TO THE CONNECTING FOOTING OR TERMINATE W/ STANDARD HOOK AT FAR SIDE. 12" MIN. 12 " M I N . 2" MIN. CLR. COVER, TYP.2" MIN. CLR. COVER, TYP.(2)#5-TOP &BOTT. CONT. EXTEND MIN. 24" TO THE CONNECTING FOOTING OR TERMINATE W/ STANDARD HOOK AT FAR SIDE. WITH CURB BELOW GRADE H TIE BEAM NON-BEARING INTERIOR WALL CONC. SLAB PER PLAN USE SIMPSON 0.157"Ø PDPAWL SHOT PINS @ 16" O.C. OR APPROVED EQUIVALENT FOR NON-SHEAR WALLS, ICC-ES ESR-2138 2x STUDS PER PLAN INTERIOR FINISH NOTE: SEE DETAIL 1/SD1.0 AND NAILING & HARDWARE NOTE 10/S0.10 FOR ADDITIONAL INFORMATION NOT SHOWN. COLUMN & SPANDREL TIE BEAM & JOIST STIRRUP 6d bNOT E 1 135° SPANDREL & BEAM SUPPLEMENTARY TIE CROSS TIE db dbdb db db D D D 6db 3" MIN . 6db FOR #3 THRU #5 CROSS TIE 6d b F O R # 3 ~ # 5 12 d b F O R # 6 ~ # 8 12 d b DETAILING DIMENSION DETAILING DIMENSION D = 6db FOR #3 THRU. #8 BARS D = 8db FOR #9 THRU #11 BARS D = 10DB FOR #14 AND #18 BARS BEND BAR DIAMETER, D ALT. CROSS TIE END IN ALL CASES 6d b NOTE 1: BUT NOT LESS THAN 3" (SEISMIC HOOK) 90° STANDARD HOOK 180° STANDARD HOOK 6db 3" MIN . D D 2 1/2" MIN. BAR BENDING & STANDARD HOOKS STD. HOOK MI N . L A P 48 d b TYP. CONT. FTG. REBAR 0" 0" STD. HOOK TYP. CONT. FTG. REBAR 0" 0" 0" 0" MI N . L A P 4 8 d b MIN. LAP 48db T CONDITION CORNER CONDITION REINF. DETAILS AT FOOTING JUNCTIONS 8" M I N . SIMPSON COLUMN BASE CB/CBS/CBSQ PER PLAN MULTI-STUD OR POST PER PLAN DE P T H P E R P L A N ±6 " 3" BATTER 2" MIN. CLR. COVER, TYP. BATTER PEDESTAL PER PLAN 8" M I N . SIMPSON COLUMN BASE CB/CBS/CBSQ PER PLAN MULTI-STUD OR POST PER PLAN DE P T H P E R P L A N ±6 " PAD REINF. PER PLAN 2" MIN. CLR. COVER, TYP. FLAT PEDESTAL PER PLAN 1" SE E N O T E TOP OF NATURAL GRADE OR COMPACT FILL TOP OF NATURAL GRADE OR COMPACT FILL PAD REINF. PER PLAN NOTE: 1" STANDOFF REQUIRED AT SIMPSON CB, OTHERWISE USE PRESSURE TREATED WOOD. ISOLATED PAD FOOTING (1)#3 "V" BAR BENT 12"Λ12" THRU STIRRUP OF COLUMN BASE (1)#3 "V" BAR BENT 12"Λ12" THRU STIRRUP OF COLUMN BASE 2" CLR. COVER MIN. 2" CLR. COVER MIN. 10 9 1" SAW CUT JOINT R 1 / 8 " MAX .1" 1/8" 1" HAND TOOL JOINT CONC. SLAB & REINF. PER PLAN1" CONC. SLAB & REINF. PER PLAN NOTES: ·PROVIDE CONTROL JOINT AT 10'-0" EACH WAY (U.N.O). ·SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN. ·PROVIDE SAW CUT WITHIN 24 HOURS OF POUR. NOTES: ·PROVIDE CONTROL JOINT AT 10'-0" EACH WAY (U.N.O). ·SEE DETAIL #1 FOR LEGEND & INFORMATION NOT SHOWN. TYPICAL CONTRACTION JOINT FTG. REINF. PER TYP. EXTERIOR FTG. DETAIL 12 " M I N . 7" M I N . 2" M I N . C L R . C O V E R TOP OF CONC. SLAB PER PLAN SLAB REINF. PER PLAN 0" 18" MIN. ADD #4@18" DOWELS (NOTE 1) 18" MIN. CONC. SLAB PER PLAN SLAB REINF. 7" M I N . 12 " M I N . 2" M I N . C L R . C O V E R 0" FTG. REINF PER PLAN FOR PAD FTG./ TYP. EXTERIOR FTG. DETAIL FOR CONT. FTG. COLD JOINT (ROUGHENED TO 1/4" AMPLITUDE) ANCHOR BOLT ANCHOR BOLT ADD #4@18" EXTERIOR FOOTING INTERIOR / PAD FOOTING NOTES: 1.DOWELS ARE REQUIRED WHERE ANCHOR BOLTS EMBEDMENT IS LESS THAN 7" IN FIRST POUR. 2.SLAB REBAR CAN BE BENT INTO THE FIRST POUR AND COUNTED TOWARDS REQUIRED DOWELS CROSSING COLD JOINT. 3.FOR BALANCE OF INFORMATION SEE TYPICAL FOOTING DETAILS. TYPICAL COLD JOINT IN FOOTING COLD JOINT (ROUGHENED TO 1/4" AMPLITUDE) 1468 2 1 / 4 " 1-3/4" MIN. STANDOFF (SO) PER MANUF. de F F TO T A L R O D L E N G T H 2F MIN. SQUARE PAD SIZE PER SCHEDULE EXTERIOR CONDITION FINISH GRADE EXT. FTNG. REBAR PER PLAN CONC. SLAB & REINF. PER PLAN CENTERLINE OF A.B., POST & PAD FOOTING CL HOLDOWN PER PLAN TOP OF NATURAL GRADE OR COMPACT FILL 2 1 / 4 " 1-3/4" MIN. STANDOFF (SO) PER MANUF. de F F TO T A L R O D L E N G T H 2F MIN. SQUARE PAD SIZE PER SCHEDULE CONC. SLAB & REINF. PER PLAN CENTERLINE OF A.B., POST & PAD FOOTING CL HOLDOWN PER PLAN FTNG. REBAR PER PLAN ALT. EXTERIOR CURB CONDITION CL TO T A L R O D L E N G T H ALT. INTERIOR CURB CONDITION CL TO T A L R O D L E N G T H 1-3/4" MIN. SEE HOLDOWN MANUF. SPECS. FOR REQUIRED BOLT STANDOFF le SS T B E M B E D M E N T L E N G T H 2" MIN. CLR. COVER, TYP. PER PLAN FINISH GRADE FTG. REBAR PER PLAN CONC. SLAB & REINF. PER PLAN CENTERLINE OF A.B. & POST CL HOLDOWN PER PLAN 3" - 5 " (1)#4 BAR L=100" CENTERED AT SSTB PAB ANCHOR AT EXTERIOR FTG.PAB ANCHOR AT INTERIOR FTG.SB/SSTB ANCHOR BOLT HOLDOWN ANCHOR BOLT FOR MONOLITHIC CAST-IN-PLACE CONCRETE FOOTING PAB ANCHOR BOLT CURB CONDITION PAB ANCHOR BOLT 45° 24 ANCHORBOLT (TYP.) OUTEREDGEOFCONCRETE(TYP.) 0° 135°/90°/45° 0° 45°45° 0° 135° 1.BOLTS SHALL BE SECURED IN PLACE PRIOR TO FOUNDATION POUR, U.O.N. 2.REFER TO MANUF. REQUIREMENTS, SPECIFICATIONS, AND APPLICABLE ICC-ESR REPORT. 3.POST TENSION CABLE MAY NOT BE COUNTED AS REQ'D HOLDOWN REBAR. 4.FOOTING TOP REBAR(S) MAY BE COUNTED AS REQ'D HOLDOWN REBAR(S). 5.HOLDOWNS MAY BE RAISED OFF MUD-SILL TO ACCOMMODATE MIS-LOCATED ANCHOR BY1-1/2" MAX. REFER TO MANUF. SPECS. 6.FOR ALL INFORMATION NOT SHOWN, REFER TO DETAIL1. 7.USE OF MULTIPLE WASHERS TO ACCOMPLISH TOTAL REQ'D THICKNESSIS NOT PER MITTED. 8.REBAR IS REQUIRED AT TOP OF STEM WALL FOUNDATION, BUT IS NOT REQUIRED FOR SLAB ON GRADE EDGE AND GARAGE CURB IF FOOTING WIDTH IS 12" OR GREATER. REFER TO MANUFACTURER FOR MIN. END DISTANCES. 24 PLAN VIEW OF SB/SSTB PLACEMENT INCONCRETE ANCHOR ORIENTATION 24 NOTES: 9.CURB SHALL BE 6" WIDE AT HTT5 AND HDU5 AND 8" WIDE AT HDU8 AND BEYOND CORNER INSTALLATION (INSTALL WITH ARROW ON TOP OF THE BOLT ORIENTED AS SHOWN) NON-CORNER INSTALLATION (BOLT MAY BE INSTALLED @ 45° TO 135° AS SHOWN) CORNER INSTALLATION (INSTALL WITH ARROW ON TOP OF THE BOLT ORIENTED AS SHOWN) 3" #4 CONT. 3" #4 CONT. 2" MIN. CLR. COVER, TYP. 2" MIN. CLR. COVER, TYP. HDU4 HDU5 HDU8 HDU11 HDU14 SLAB ON GRADE SSTB24 - SB5/8x24 EMBEDMENT (de) 11" TYPE PAB8 SLAB ON GRADE CURB/ STEMWALL SQUARE SSTB24 SSTB28 SB5/8x24 SB7/8x24 SB1x30 34" HOLDOWN SIMPSON TYPE CURB/ STEMWALL - SSTB28 - - - -- - SB5/8x24 SB5/8x24 SB1x30 - - - - - - - - - SIMPSON "SSTB" ANCHOR BOLT SIMPSON "SB" ANCHOR BOLT SIMPSON "PAB" PRE-ASSEMBLED ANCHOR BOLT PAD SIZE (2F) HDU2 SSTB24 SB5/8x24-SB5/8x24 -- 5 7 11 MI N . 1 8 " PER PLAN (MIN. 18") ISOLATED SLAB FROM STEM WALL (USE 1/2" FIBERBOARD MATERIAL) EXTERIOR FINISH w/ G.I. BASE SCREED. SEE ARCHITECTURAL REINF. REBAR PER PLAN PORCH SLAB SLOPE TO DRAIN 2" MIN. PLYWOOD WHERE OCCURS PER PLAN EXTERIOR FINISH w/ G.I. BASE SCREED. SEE ARCHITECTURAL NOTE: SEE DETAIL 1/SD1.0 FOR ADDITIONAL INFORMATION NOT SHOWN. CONNECTION DETAIL 2x STUD OR POST PER PLAN 8" M I N . 6" MIN.6" MIN. 12 1 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 SD1.0 FO U N D A T I O N DE T A I L S 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 SIMPSON STRAP PER SCHEDULE BEAM PER PLAN POST PER PLAN STRAP SCHEDULE STRAP END LENGTH A ST12 6" B ST18 9" C ST6215 8" - 2900# 5600# CAPACITYMARK EA. SIDE END VIEWISOMETRIC VIEW EN D LE N G T H EN D LE N G T H EN D LE N G T H NOTES: 1.ADD SHIMS EA. SIDE WHERE BEAM & POST WIDTH ARE DIFFERENT (MIN. 10D PENETRATION INTO MAIN MEMBER IS REQ'D, WHERE "D" IS THE SHANK DIAMETER OF NAIL) 2.PROVIDE FULL NAILING PER MANUF. REQUIREMENTS. 3.INCREASE STRAP LENGTH ON POST SIDE WHERE THERE IS DBL. TOP PLATE BETWEEN POST AND BEAM. SIMPSON STRAP PER SCHEDULE EN D LE N G T H BEAM/POST CONNECTION STRAP SCHEDULE END LENGTH A CS16 18" B (2) CS16 18" 1700# 3400# CAPACITYMARK END LEN G T H END L E N G T H 2ND STRAP (WHERE OCCURS) SIMPSON CS16 PER SCHEDULE AT CONDITION B, ADD 2x4x48" LONG MEMBER TO RECEIVE 2ND CS16 & NAIL. SISTER w/ 16d @ 4" O.C. STAGG. TO ROOF RAFTER ROOF RAFTER w/ E.N. PER PLAN DBL. TOP PLATE TYP. R/R STUD/POST SIMPSON STRAP FULL DEPTH BLK'G NOTES: 1.PROVIDE FULL NAILING PER MANUFACTURER TO PROVIDE STRAP FULL CAPACITY. 2.ROOF SHEATHING NOT SHOWN FOR CLARITY. DBL. T O P P L A T E TYP. R / R BLK'G DRAG AT REENTRANT CORNER NOTE: APPLICATION OF STRAP OVER PLYWOOD SHEATHING IS ACCEPTABLE. E.N. NOT REQUIRED OVER THE STRAP LENGTH WHERE STRAP APPLIED OVER PLYWOOD. DBL. ROOF RAFTERS OR BM. W/ EDGE NAILING TO ROOF SHEATHING RIDGE PER PLAN HANGER PER PLAN DBL. ROOF RAFTERS W/ EDGE NAILING TO ROOF SHEATHING. SIMPSON CS14x30"LONG STRAP FULLY NAILED PER MANUF. ROOF SHEATHING w/ EDGE NAILING TO DBL. ROOF RAFTERS DRAG DETAIL AT FLUSH RIDGE CONNECTION E.Q.E.Q. STRAP SCHEDULE SIMPSON STRAP MIN BEAM/JOIST WIDTH END LENGTH A (1) CS16 2x 18" (2) CS16 2-2x OR 3x 18" C 24" CMST14 4x 36" 1700# 3400# 4585# 6490# CAPACITY TO RECEIVE STRAP MARK D B FLUSH BEAM CONDITION FLUSH BEAM/JOIST(S) W/ LINE OF E.N. PER PLAN POST OR MULTISTUD PER PLAN DBL. TOP PL. CONT. BEAM/BLK'G PER FRAMING PLAN EQ.EQ. STUD SIMPSON STRAP PER SCHEDULE NOTE: PROVIDE FULL NAILING PER MANUF. TO DEVELOP FULL CAPACITY OF THE STRAP. DRAG STRAP AT WALL END DROP BEAM CONDITION DROP BEAM PER PLAN POST OR MULTISTUDS PER PLAN SIMPSON STRAP PER SCHEDULE EQ.EQ. DBL. TOP PL. STUD ALT. STRAP LOCATION 2-2x OR 3x(2) CS14 B.N.ROOF SHEATHING 2x R.R. OR L.V.L. RIM PER PLAN SIMPSON CLIP PER SHEAR WALL SCHEDULE (@48" O.C. MAX.) E.N. SHEAR PANEL PER PLAN ALT. LOCATION OF SIMPSON A35/LTP4 ROOF SHEATHING 2x R.R. OR L.V.L. RIM PER PLAN 2x STUD WALL2x STUD WALL ALIGNED CONDITION OFFSET CONDITION INTERIOR SHEAR TRANSFER AT ROOF RAFTER BM. PER PLAN ST18 AT POST TO BEAM BELOW, TYP OF (2) 16d NAILS @ 4" O.C. STAGGERED EACH SIDE KING POST BM. PER PLAN 2x KING STUD AT EITHER SIDE OF POST SIMPSON ST18 EACH SIDE OF KING POST TO BEAM. ALT1: w/ KING STUD ALT 2: w/ STRAPS KING POST KING POST CONNECTION NOTES: - ROOF FRAMING NOT SHOWN FOR CLARITY - PROVIDE FULL HEIGHT POST PER PLAN WHERE NO BEAM BELOW OCCURS STRAP KING STUDS ABOVE & BELOW WITH (1)CS16 (MIN. 18" END LENGTH) EA. STUD - AT LOCATIONS WHERE KING POST IS BEARING ON SOLE PLATE; PROVIDE SIMPSON A35 EACH SIDE OF POST RIDGE BEAM PER PLAN TYPICAL ROOF RAFTER PER PLAN PLYWOOD SHEATHING USE SIMPSON LRUZ HANGERS WHEN SPAN OF RAFTERS EXCEED 10'-0" OTHERWISE USE MIN. (5) 16d TOE NAILS @ EACH RAFTER TO RIDGE ST22 @ 48" O.C. B.N. ROOF RAFTER TO FLUSH RIDGE CONNECTION SHEAR PANEL PER PLAN FULL HEIGHT BLK'G. ROOF SHEATHING SIMPSON A35 PER SHEAR WALL SCHEDULE MAX.48" O.C. SIMPSON H2.5A @ 48" O.C. U.N.O. DBL. TOP PLATE OR BM. PER PLAN ROOF RAFTERS PER PLAN POST/STUD VAULTED CEILING CONDITION B.N. E.N. 2x CONT. FASCIA w/ 2-16d FACE NAILS TO EACH RAFTER SHEAR TRANSFER AT R/R PER. TO EXTERIOR WALL SIMPSON H2.5A @ 48" O.C. U.N.O. DBL. TOP PLATE OR BM. PER PLAN ROOF RAFTERS PER PLAN POST/STUD SIMPSON A35 PER SHEAR WALL SCHEDULE MAX. 48" O.C. CJ w/ 8-16d FACE NAILS TO R/R PER PLAN. SHEAR PANEL PER PLAN w/ CEILING JOISTS CONDITION FULL HEIGHT BLK'G. ROOF SHEATHING B.N. E.N. 2x CONT. FASCIA w/ 2-16d FACE NAILS TO EACH RAFTER 18" MAX.24" MIN. B.N. (2) 16d's TO EA. OUTRIGGER SHEAR WALL PER PLAN BALLOON FRAMED STUDS TYPICAL ROOF RAFTER PER PLAN (2) 16d's PER CONNECTION 2x4 FLAT OUTRIGGER @ 24" O.C. ROOF SHEATHING2x FLAT BLOCKS W/ 16d's @ 4" O.C. TO PLATE BELOW. 2x FASCIA BOARD CONDITION I - TRANSFER THROUGH BLOCKING E.N. SHEAR TRANSFER R/R PARALLEL TO EXTERIOR WALL TYPICAL ROOF RAFTER PER PLAN (2) 16d's PER CONNECTION 2x4 FLAT OUTRIGGER @ 24" O.C. ROOF SHEATHING 18" MAX.24" MIN. B.N. (2) 16d's PER CONNECTION. SHEAR WALL PER PLAN BALLOON FRAMED STUDS 2x FLAT BLK'G 2x FASCIA BOARD CONDITION II - TRANSFER THROUGH R.R. 16d's @ 4" O.C. 2x R.R. ADJACENT TO WALL NOTCHED AT OUTRIGGERS (DO NOT OVER-CUT) E.N. B.N. ALT 1: STRAP SPLICE SIMPSON STRAP PER SCHEDULE EQ.EQ. ALT 2: LAP SPLICE LAP SPLICE LENGTH PER SCHEDULE 2x STUDS (PLACE AT JOINT TYP.) 16d SEE SCHEDULE FOR REQ'D # 2x STUDS (PLACE AT JOINT TYP.) 2 1/2" (MIN.) 16d NAIL PATTERN TOP PLATE (PLAN VIEW @ LAP ZONE) NOTES: 1.NAILING SHOULD BE PER MANUFACTURER TO DEVELOP 100% CAPACITY OF THE STRAP. 2.FOR NAIL SIZE AND SPACING OUTSIDE THE LAP LENGTH REFER TO NAILING SCHEDULE OF GENERAL NOTES. 3.STAGGER NAILS AND SPACE EVENLY TO AVOID SPLITTING. TOTAL STRAP LENGTH TOP PLATE SPLICE 2x STUDS (PLACE AT JOINT TYP.)2x STUD (PLACE AT JOINT TYP.) SIMPSON STRAP PER SCHEDULE EQ.EQ. EQ.EQ. HIP CONDITION VALLEY CONDITION SIMPSON STRAP PER SCHEDULE NO. OF 16d LAP SPLICE LENGTH SIMPSON STRAP A 18 4'-0"ST22 B 28 4'-0"ST6224 C 40 6'-0" 42 ST6236 MARK E 8'-0"MSTC52 D 62 8'-0"MSTC37 (NOTE 1) SPLICE SCHEDULE @ EACH LAP (NOTE 2) LAP SPLICE STRAP SPLICE 1 2 3 8 4 5 6 12 13 9 11 7 10 FLUSH BEAM SIMPSON A34 (TYP.) MULTIPLE STUDS (SISTER w/FACE NAILS PER NAILING SCHEDULE) OR POST, PER PLAN DBL. TOP PLATES SILL/SOLE PLATE FRONT VIEW SIDE VIEW CONT. FLUSH BEAM WHERE OCCURS FLUSH BEAM TO DBL TOP PLATES CONNECTION BEAM & POST CONNECTION BEAM PER PLAN FULL HEIGHT POST PER PLAN W/ A35 EA. SIDE @ TOP & SILL PLATE "HUCQ" HANGER (U.N.O.) SIMPSON A35 PROVIDE SOLID SHIM UNDER AND AT THE SIDE AS REQUIRED SIMPSON MSTC 28, U.N.O. POST PER PLAN w/ SIMPSON CCQ OR CC EQ.EQ. SIMPSON ECCQ OR SIMILAR POST PER PLAN w/ SIMPSON ECCQ OR ECC END CONDITION MIDDLE CONDITION (EQUAL BEAM HEIGHTS) MIDDLE CONDITION (UNEQUAL BEAM HEIGHTS) LARGER BEAM SMALLER BEAMFIRST BEAM SECOND BEAMBEAM EQ.EQ. NOTES: 1.BEAMS SHALL BE ALIGNED TO RECEIVE STRAP. ALTERNATIVELY STRAP MAY BE PLACED OVER THE TOP OF BEAM. 2.SHIM TIGHT WHERE REQUIRED. 3.STRAP NOT REQUIRED AT INTERIOR SUPPORT OF CONTINUOUS BEAMS. BEAM TO POST CONNECTION ALT. CONDITION SIMPSON ECCL OR SIMILAR BEAM POST PER PLAN WOOD BEAM SEE PLAN SIMPSON ECCLQ/CCCQ/CCT OR SIMILAR BEAM POST PER PLAN BEAM WOOD BEAM SEE PLAN EQ.EQ.SIMPSON MSTC 28, U.N.O. ROOF RAFTERS PER PLAN BEAM PER PLAN USE SIMPSON HANGER WHERE RAFTER SPAN EXEED 8'-0" ROOF RAFTERS PER PLAN SIMPSON STRAP ST22 @ 48" O.C. ROOF SHEATHING CONNECTION DETAIL B.N. (5) 16d TOE NAILS E.A. END TO BEAM 14 BE A M D E P T H PE R P L A N NO T C H T O M A T C H RO O F S L O P E , (D O N O T O V E R C U T ) NOTCH @ BEAM DBL. TOP PLATES, BEAM OR POST BEAM PER PLAN TO BE NOTCHED AS SHOWN A34 EACH SIDE OF BEAM TO TOP PLATES (2) TOTAL HEADER WHERE OCCURS 15 COLLAR TIE CONNECTION DETAIL EQ EQ H E.N.E.N. SIMPSON ST22 STRAP @ EACH R.R. 6-16d FACE NAILS RAFTER TIES/ CEILING JOIST @ 16" O.C. (*) 2x4 COLLAR TIE @ 48" O.C.6-16d FACE NAILS AT EA. ENDS H / 3 L=17'-3" MAX. E.N.E.N. ROOF SHEATHING NOTE: (*) RAFTER TIES SHALL BE INSTALLED AT LOWER THIRD OF THE ROOF SYSTEM AND CAN BE USED AS CEILING JOISTS AS SHOWN. NOTIFY E.O.R. WHERE CEILING JOISTS ARE CONFLICTED WITH RAFTER TIES 2X RIDGE BOARD PER PLAN 2X R.R. PER PLAN REFER TO DETAIL 4/S-D2.0REFER TO DETAIL 4/S-D2.0 16 DRAG DETAIL STRAP END LENGTH NAIL SIZE & SPACING *CAPACITY 1650# 3300# 4700# 1000#8d @ 2 1/16" 16d @ 3" 8d @ 2 1/16" 8d @ 2 1/16"3'-6" 3'-6" 4'-4" 2'-0"CS16 CMSTC16 (2) CS16 CS16A B C D * NAILS ARE ALL SINKER NAILS END LENGTH PLYWOOD SHEATHING 2x6 BLK'G MIN. 22" LONG OR ADD ADJACENT BLOCK. SIMPSON STRAP TO EXTEND TO ALL BAYS. STRAP PER TABLE BELOW. DBL. TOP PLATE PER PLAN. ROOF RAFTER PER PLAN CEILING JOISTS PER PLAN 2x FLAT BLOCKING 17 SHEAR TRANSFER DETAIL ROOF SHEATHING ROOF RAFTERS DBL TOP PLATE OR SHEAR PANEL FULL HEIGHT BLOCKING SIMPSON H2.5A B.N.SIMPSON A35 PER SHEAR WALL SCHEDULE BM. PER PLAN PER PLAN. (WHERE OCCURS) @ 48" O/C (U.N.O.) PER PLAN. ALT. SHEAR PANEL LOCATION (WHERE OCCURS) E.N.E.N. CL'G JOISTS W/ APPROVED HANGER CL'G JOISTS W/ APPROVED HANGER CONT. 2x LEDGER W/ (4) 16d's @ EACH STUD 18 19 SILL/SOLE PLATE MULTIPLE-STUDS (SISTER w/FACE NAILS PER NAILING SCHEDULE) OR POST, PER PLAN SIMPSON A34 TYP. SIMPSON ST6224 STRAP TYP. U.O.N. ON PLAN 16d@3" O.C. (MIN. 3) EACH SIDE TO BEAM 2x STUD AT EACH SIDE (SISTER w/FACE NAILS PER NAILING SCHEDULE) MIDDLE / END CONDITION STUD STUD SILL/SOLE PLATE MULTIPLE-STUDS (SISTER w/FACE NAILS PER NAILING SCHEDULE) OR POST, PER PLAN SIMPSON A34 TYP. DBL. TOP PLATES ALT. END CONDITION STUD EQ.EQ.EQ.EQ. TOP PLATE SPLICE AT DROP BEAM 16d's @ 6" O.C. 54312 R E V I S I O N DA T E SHEET NO.: PROJECT MANAGER: P.P. DATE: JOB NO.: 231226 01/02/2024 Pr o j e c t A d d r e s s : 23 3 1 N . B E N T O N W A Y U N I T 2 23 3 1 N . B E N T O N W A Y , S A N T A A N A , C A 9 2 7 0 6 Pr o j e c t N a m e : DE S C R I P T I O N 6 01/02/2024 SD2.0 ST R U C T U R A L DE T A I L S 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.02 CALGREEEN MANDATORY MEASURES NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.03 CALGREEEN MANDATORY MEASURES NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 T24.1 TITLE 24 1 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 T24.2 TITLE 24 (CONT.) 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 Tam Vo Tam Vo 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 T24.3 TITLE 24 (CONT.) 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 W W W W W W W W W W W W W W W W W W W W W W W W S S S S S S S S S S S S S S S S W W W W S S S S S S S S S S S S S S W W W W W WATER P.O.C 2% S L O P E 2321 N BENTON WAY UNIT 2 SANTA ANA, CA 92706 1,000 SF PROPERTY LINE 48.68' PR O P E R T Y L I N E 1 4 5 . 3 7 ' BENTON WAY 2321 N BENTON WAY SANTA ANA, CA 92706 1,530 SF PROPERTY LINE 145.71' PROPERTY LINE 59.50' (E) GARAGE 215 SF PROPERTY LINE 21.32' (E) DRIVEWAY (N) CLEAN OUT (E) EXIST DRIVEWAY APPROACH WM 8 SE6 SE6 NS10 SE10 WM 9 1% MIN HIGHT POINT 2%MI N (N) CLEAN OUT 2%MI N (N) PROPOSED WATER METTER EXIST WATER METTER V.I.F 1%MI N SE6 2%MI N 2%MI N 2% MIN SE10 1%MI N AA (E) EXIST CLEA N OUT V.I.F (E) EXIST CLEA N OUT V.I.F 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 12/16/2023 PLANNING REVIEW 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. 1 03/28/2024 1ST CORRECTIONS 1 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Structural Calculations Amir Deihimi, Principal 2331 N. BENTON WAY UNIT 2331 N. BENTON WAY, SANTA ANA, CA 92706 Project No.: 231226 December 28, 2023 2331 N Benton Way Unit# 2 - 1011185346/4/2024 January, 18, 2023 Project: 23011 Location: 5463 Wadean PI Oakland, CA 94601, USA Client: N/A TABLE OF CONTENTS December 28, 2023 Project: 231226 Location: 2331 N. Benton Way, Santa Ana, CA 92706 Client: N/A Design Criteria Lateral Design Framing Design Foundation Design Collar Tie 1­4 5­15 16­22 23 24­end 2331 N Benton Way Unit# 2 - 1011185346/4/2024 1/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 12/28/23, 2:57 PM ATC Hazards by Location https://hazards.atcouncil.org/#/wind?lat=33.7700948&lng=-117.8713756&address=2331 n. benton way%2C santa ana%2C ca 92706 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:2331 n. benton way, santa ana, ca 92706 Coordinates:33.7700948, -117.8713756 Elevation:145 ft Timestamp:2023-12-28T07:56:48.147Z 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. 145 ft Map data ©2023 Google, INEGI Report a map error 2/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 BUILDING INFORMATION A.General: Number of stories 1 Building risk category II Design Code 2022 CBC Load standard ASCE 7-16 Design Load Combination ASD B.Lateral Loads Data: WIND STANDARD ASCE 7-16(Directional Procedure) Exposure C Wind Speed V 95 Enclosure Enclosed Building Velocity pressure qz 0.00256KzKztKdKeV2 (26.10-1) Velocity pressure exposure coefficient Kz from (Table 26.10-1) Directionality Factor Kd 0.85 (Table 26.6-1) Topographic factor defined Kzt 1 (26.8.2) Gust Effect Factor G 0.85 (26.11) Pressures for MWFRS p qGCp – qi(GCpi)(27.3-1) External pressure coefficient Cp from (Fig. 27.3-1) Internal pressure coefficient (GCpi)0.18 (Table 26.13-1)} SEISMIC STANDARD ASCE 7-16(Equivalent Lateral Force Procedure) Seismic Design Category D (Table 11.6-1) Importance factor Ie 1 (Table 1.5-2) Soil Site Class D-Default (Table 20-3-1) Response Spectral Acc. (0.2 sec) Ss 1.331 Response Spectral Acc. (1.0 sec) S1 0.474 TL (sec)8 Fa 1.2 (Table 11.4-1) Fv 1.826 (Table 11.4-2) Max. Considered earthquake acc. SMS 1.597 (11.4-1) Max. Considered earthquake acc. SM1 .866 (11.4-2) Design spectral acc. At short period SDS 1.065 (11.4-3) Design spectral acc. at 1s period SD1 0.577 (11.4-4) Response modification coefficient R 6.5 (Table 12.2-1) System overstrength coefficient Ω2.5 (Table 12.2-1) Approximate fundamental period parameters Ct = 0.02 x = 0.75 (Table 12.8-2) Building Height (ft)18.5 Building period T=Ta (sec)0.178 (12.8-7) Base Shear Adjustment Factor 1 Minimum Cs 0.047 (12.8-5 & 12.8-6) Maximum Cs 0.498 (12.8-3 & 12.8-4) Seismic response coefficient Cs 0.164 (12.8-2) Adjusted Cs 0.164 For allowable stress design V = 0.7CsW 0.115W vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 3/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Roof Loads (Load_Roof) Clay Tile 10 psf Framing 2.5 psf Sheathing (1/2" CDX)1.5 psf Ceiling 2.5 psf Insulation 1.5 psf Misc.+Solar 2 psf Total De ad Load 20 psf Liv e Load 20 psf Total Load 40 psf Interior Wall (Wall_In) Insulation 1 psf Drywall 5 psf Studs 1 psf Misc.3 psf Total De ad Load 10 psf Exterior Wall (Wall_Ex) 7/8" Stucco 10 psf Insulation 1 psf Drywall 2.5 psf Studs 1 psf Misc.2.5 psf Total De ad Load 17 psf Ceiling Loads (Load_Ceiling) Ceiling 6 psf Total De ad Load 6 psf Liv e Load 10 psf Total Load 16 psf DESIGN LOADS vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 4/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 D1 D2 SHEARWALL LAYOUT Company : Project : 2331 N BENTON WAY UNIT 2 Job No. : 231226 Plan : N/A Designed : T.M. Checked : P.P. Date : 12/28/2023 Client : N/A 3 B C 1 2 A 5/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SECTION D1 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 23.5 L = 52.75 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 30 Depth = 17.25 Wi nd Hei ght = 18.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =52.75/23.5=2.24, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.29, qh = 17.48 PSF Wal l (LW) P = GCplqh = 4.28 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 15.63 16.29 16.83 17.36 18.16 18.83 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=30', L=17.25', Sl ope = 47.29° WW Hi p W=30', L=17.25', Sl ope = 47.29° LW -26.74 128.91 26.74 75.42 128.91 -26.74 75.42 26.74 D1X_ROOF = 106.38 = 0.6 x 177.3 PLF M AX T OT AL = 106.38 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 556 / 30 = 370.67 Wal l _Ex (DL)= 17 x 41 x (10/2) / 30 = 116.17 Wal l _In (DL)= 10 x 29 x (10/2) / 30 = 48.33 Cs*W = 0.1147 x (370.67 + 116.17 + 48.33)= 61.38 T OT AL SEISM IC LOAD 61.38 = 61.38 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D1X_ROOF 535.17 10 1 61.38 61.38 535.17 61.38 81.41 162.81 81.41 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D1X_ROOF 3 0 17.2 5 7 0 .8 530.9 92.5 693.8 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e SECTION D1 – DIRECTION Y Bui l di ng Di m ensi on (ft):B = 52.75 L = 23.5 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 17.25 Depth = 30 Wi nd Hei ght = 13 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =23.5/52.75=0.45, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 17.48 PSF Wal l (LW) P = GCplqh = 7.43 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 18.78 19.45 19.98 20.52 21.32 21.98 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Gabl e W=17.25', L=30' WW Gabl e W=17.25', L=30' LW 26.22 31.72 45.09 12.85 31.72 26.22 12.85 45.09 D1Y_ROOF = 89.3 = 0.6 x 148.83 PLF M AX T OT AL = 89.3 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 556 / 17.25 = 644.64 Wal l _Ex (DL)= 17 x 34 x (10/2) / 17.25 = 167.54 Wal l _In (DL)= 10 x 32 x (10/2) / 17.25 = 92.75 Cs*W = 0.1147 x (644.64 + 167.54 + 92.75)= 103.80 T OT AL SEISM IC LOAD = 103.80 = 103.8 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D1Y_ROOF 904.93 10 1 103.8 103.8 904.93 103.8 137.65 275.31 137.65 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D1Y_ROOF 17.25 30 3 9 .6 170.7 25.7 110.7 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 6/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SECTION D2 – DIRECTION X Bui l di ng Di m ensi on (ft):B = 23.5 L = 52.75 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 20 Depth = 32.5 Wi nd Hei ght = 14.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =52.75/23.5=2.24, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.29, qh = 17.48 PSF Wal l (LW) P = GCplqh = 4.28 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 15.63 16.29 16.83 17.36 18.16 18.83 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Gabl e W=20', L=32.5' WW Gabl e W=20', L=32.5' LW 39.33 33.4 67.64 5.08 33.4 39.33 5.08 67.64 D2X_ROOF = 88.71 = 0.6 x 147.86 PLF M AX T OT AL = 88.71 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 660 / 20 = 660.00 Wal l _Ex (DL)= 17 x 19.5 x (10/2) / 20 = 82.88 Cs*W = 0.1147 x (660.00 + 82.88)= 85.21 T OT AL SEISM IC LOAD 85.21 = 85.21 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D2X_ROOF 742.88 10 1 85.21 85.21 742.88 85.21 113 226.01 113 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D2X_ROOF 2 0 3 2 .5 3 4 .8 173.8 27.3 136.5 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e SECTION D2 – DIRECTION Y Bui l di ng Di m ensi on (ft):B = 52.75 L = 23.5 M ean Hei ght = 18.5 Base Hei ght = 0.5 Sec ti on Di m ensi on (ft):Wi dth = 32.5 Depth = 20 Wi nd Hei ght = 19.5 Base Hei ght = 0.5 Pl ate Hei ght:ROOF = 10' WIND LOAD: L/B =23.5/52.75=0.45, Wi ndward Wal l Cpw = 0.8, Leeward Wal l Cpl = -0.5, qh = 17.48 PSF Wal l (LW) P = GCplqh = 7.43 PLF WIND HEIGHT (FT ):15 20 25 30 40 50 qz=0.00256KzKztKdV2 16.69 17.67 18.46 19.25 20.42 21.41 Wal l (WW) P = GCpwqz 11.35 12.02 12.55 13.09 13.89 14.56 Wal l P = GCpwqz+GCplqh 18.78 19.45 19.98 20.52 21.32 21.98 ROOF ELEM ENT WDi r+WDi r-OWDi r+OWDi r- Hi p W=32.5', L=20', Sl ope = 47.29° WW Hi p W=32.5', L=20', Sl ope = 47.29° LW -29.89 144.07 29.89 84.3 144.07 -29.89 84.3 29.89 D2Y_ROOF = 123.05 = 0.6 x 205.08 PLF M AX T OT AL = 123.05 PLF SEISMIC LOAD:V = 0.1147W W_ROOF: Load_Roof (DL)= 20 x 660 / 32.5 = 406.15 Wal l _Ex (DL)= 17 x 65 x (10/2) / 32.5 = 170.00 Cs*W = 0.1147 x (406.15 + 170.00)= 66.08 T OT AL SEISM IC LOAD = 66.08 = 66.08 PLF Story Wx (PLF)Hx (ft) Wxxhx /su m (Wixh i) Fx (PLF) Sum (Fi)Sum (Wi)Fpx(PL F) Fpx M i n Fpx M ax Fpx Desi g n D2Y_ROOF 576.15 10 1 66.08 66.08 576.15 66.08 87.64 175.28 87.64 DIAPHRAGM DESIGN: Story Wi dth (ft) Depth (ft) Sei sm i c Wi nd Di aphra g m ChordShear (p l f)Ch o rd (l b )Sh e a r (pl f)Chord (l b) D2Y_ROOF 32.5 20 7 1 .2 578.6 100 812.3 15/32 Sheathi ng and Si ngl e-Fl oor Unbl oc ked w/8d COM M ON NAILS at 6”, 6 ”, 12” O.C. (Shear Ca p a c i ty: E=1 8 0 /W=2 5 2 ) (10 ) 16d si nker per top pl ate spl i c e vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 7/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SHEARWALL AND HARDWARE SCHEDULES (De sign Code : 2022 CBC) A. SHEARWALL SCHEDULE Pane l Type She athing Edge Nail Fie ld Nail Se ismic Allowable (plf) Wind Allowable (plf)Sole Plate Nailing She ar Clip M udsill Anchors Ga (k/in)2x Mudsill 3x Mudsill SW1 3/8" Sheathing 8d @ 6 8d @ 12 260 364 16d Nails @ 6 A35 @ 24 5/8 x 10 @ 48 -13 SW2 3/8" Sheathing 8d @ 4 8d @ 12 380 532 16d Nails @ 4 A35 @ 16 5/8 x 10 @ 42 -19 SW3 3/8" Sheathing 8d @ 3 8d @ 12 490 686 16d Nails @ 3 A35 @ 8 5/8 x 10 @ 36 -25 SW4 3/8" Sheathing 8d @ 2 8d @ 12 640 896 16d Nails @ 2 A35 @ 8 5/8 x 10 @ 24 -39 SW5 15/32" Structural I 10d @ 2 10d @ 12 870 1218 (2) Rows Stagg, 16d Nails @ 3 A35 @ 6 5/8 x 10 @ 18 -51 SW3D 3/8" Sheathing 8d @ 3 8d @ 12 980 1372 SDS1/4x6 @ 4 (Both Sides)A35 @ 8 -5/8 x 12 @ 22 50 SW4D 3/8" Sheathing 8d @ 2 8d @ 12 1280 1792 SDS1/4x6 @ 3 (Both Sides)A35 @ 8 -5/8 x 12 @ 16 78 SW5D 15/32" Structural I 10d @ 2 10d @ 12 1740 2436 SDS1/4x6 @ 2 (Both Sides)A35 @ 6 -5/8 x 12 @ 8 102 B. HOLDOWN SCHEDULE Holdown M in. Post Conne ctors Anchor Bolt Allowable (lbs)Displace me nt all da (in)Re marks HDU2 4X4 6-SDS1/4x2 1/2 5/8"3075 0.088 HD1 HDU4 4X4 10-SDS1/4x2 1/2 5/8"4565 0.114 HD2 HDU5 4X4 14-SDS1/4x2 1/2 5/8"5645 0.115 HD3 HDU8 4X6 20-SDS1/4x2 1/2 7/8"7870 0.113 HD4 C. HOLDOWN STRAP SCHEDULE Strap M in. Post Conne ctors Allowable (lbs)Displace me nt all da (in)Re marks CS16 2X4 22-10d 1705 0.026 A (2)CS16 2-2X4 22-10d 3410 0.026 B (2)CS14 2-2X4 30-10d 4980 0.031 C CMST14 4X4 80-16d 6490 0.052 D (3)CS14 3-2X4 30-10d 7470 0.031 C* CMST12 4X6 104-16d 9200 0.069 E (2)CMST14 4X8 80-16d 12980 0.052 F (2)CMST12 6X8 104-16d 18400 0.069 G D. PLATE SPLICE STRAP SCHEDULE Straps Alt. Nails pe r top plate splice Allowable Te nsion Loads Re marksTypeGaFasteners Simpson ST22 16 18-16d 10-16d sinker 1420 A Simpson ST6224 16 28-16d 16-16d sinker 2540 B Simpson ST6236 14 40-16d 22-16d sinker 3845 C Simpson MST37 12 42-16d 24-16d sinker 5080 D Simpson MSTC52 16 62-16d 32-16d sinker 5649 E Simpson MST60 10 68-16d 36-16d sinker 6730 F Simpson CMST12x72"12 74-16d 42-16d sinker 9215 G vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 8/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 OVERTURNING LOAD COMBINATIONS (De sign Code : 2022 CBC) ULIFT DOWN 1. 0.6D - 0.6W 1. D + 0.6W 2. (0.6 - 0.14Sds)D - 0.7ρE 2. D + 0.75(L + Lr + 0.6W) 3. D + 0.75(L + S + 0.6W) 4. (1+0.105Sds)D + 0.75(L + S + 0.7ρE) 5. (1+0.14Sds)D + 0.7ρE vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 9/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE A 1st Floor Passe d Exterior Wall Drection X Location:(0.45, -30.53) Loads SECTION D1X_ROOF: W=1609 LB, E=928 LB (30.25ft) Wall Self-Weight Seismic = 175 LB Strap She arwall De sign USE TYPE: SW2 Total Length (ft): 17.00 Total panel Length (ft): 4.38 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 4.38 10.00 2.28 367 316 380 513 367 SW2 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 372 226 0 0 0 3936 2601 372 226 0 0 0 3936 2601 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 4.38 10.00 3712 4162 HDU5/4X4 0.66/0.54 3712 4162 HDU5/4X4 0.66/0.54 2.241 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 10/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE B 1st Floor Passe d Exterior Wall Drection X Location:(17.20, -19.86) Loads SECTION D2X_ROOF: W=865 LB, E=831 LB (19.5ft) Wall Self-Weight Seismic = 291 LB Strap She arwall De sign USE TYPE: SW1 Total Length (ft): 32.00 Total panel Length (ft): 8.00 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 8.00 10.00 1.25 108 171 260 364 260 SW1 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 680 226 0 0 0 1122 1368 680 226 0 0 0 1122 1368 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 8.00 10.00 1472 2039 HDU2/4X4 0.48/0.27 1472 2039 HDU2/4X4 0.48/0.27 1.082 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 11/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE C 1st Floor Passe d Exterior Wall Drection X Location:(0.45, -0.45) Loads SECTION D1X_ROOF: W=1609 LB, E=928 LB (30.25ft) SECTION D2X_ROOF: W=865 LB, E=831 LB (19.5ft) Wall Self-Weight Seismic = 549 LB Strap She arwall De sign USE TYPE: SW2 Total Length (ft): 49.00 Total panel Length (ft): 8.00 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 8.00 10.00 1.25 309 355 380 532 380 SW2 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 680 226 0 0 0 3210 2830 680 226 0 0 0 3210 2830 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 8.00 10.00 3373 3939 HDU4/4X4 0.74/0.51 3373 3939 HDU4/4X4 0.74/0.51 1.736 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 12/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE 1 1st Floor Passe d Exterior Wall Drection Y Location:(0.45, 0.45) Loads SECTION D1Y_ROOF: W=770 LB, E=895 LB (17.25ft) Wall Self-Weight Seismic = 344 LB Strap She arwall De sign USE TYPE: SW1 Total Length (ft): 30.00 Total panel Length (ft): 8.00 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 8.00 10.00 1.25 96 189 260 364 260 SW1 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 680 226 0 0 0 999 1505 680 226 0 0 0 999 1505 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 8.00 10.00 1650 2216 HDU2/4X4 0.54/0.29 1650 2216 HDU2/4X4 0.54/0.29 1.196 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 13/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE 2 1st Floor Passe d Exterior Wall Drection Y Location:(17.49, 0.45) Loads SECTION D1Y_ROOF: W=770 LB, E=895 LB (17.25ft) SECTION D2Y_ROOF: W=1615 LB, E=867 LB (26.25ft) Wall Self-Weight Seismic = 252 LB Strap She arwall De sign USE TYPE: SW2 Total Length (ft): 30.00 Total panel Length (ft): 8.00 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 8.00 10.00 1.25 298 318 380 532 380 SW2 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 680 226 0 0 0 3094 2538 680 226 0 0 0 3094 2538 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 8.00 10.00 2993 3560 HDU2/4X4 0.97/0.46 2993 3560 HDU2/4X4 0.97/0.46 1.627 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 14/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 SW_LINE 3 1st Floor Passe d Exterior Wall Drection Y Location:(43.74, -19.86) Loads SECTION D2Y_ROOF: W=2399 LB, E=1289 LB (39ft) Wall Self-Weight Seismic = 216 LB Strap She arwall De sign USE TYPE: SW1 Total Length (ft): 19.00 Total panel Length (ft): 8.00 ρ = 1.3 Pane l Width (ft)Ne t He ight (ft)H/W Actual (plf)Allowable (plf) Adjuste d Allowable (plf)SW Type Re marksWindSeismicWindSeismic A 8.00 10.00 1.25 300 236 260 364 260 SW1 Ov e rturning Force s Pane l Le ft Force s (lb)Right Force s (lb) Dup Ddown L Lr S W E Dup Ddown L Lr S W E A 680 226 0 0 0 3113 1887 680 226 0 0 0 3113 1887 Holdown & De fle ction Che ck Pane l Width (ft) Ne t He ight (ft) Le ft Ratio Right Ratio Pane l De fle ction (in) Uplift (LB) Down (LB)Holdown/Post Uplift (LB) Down (LB)Holddown/Post Actual Allowable A 8.00 10.00 2705 3339 HDU2/4X4 0.88/0.44 2705 3339 HDU2/4X4 0.88/0.44 1.920 2.400 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 15/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 LOAD COMBINATIONS (Load Standard: ASCE 7-16) id Load case De ad Sds*De ad Liv e Roof Liv e Snow Wind Se ismic Dire ction Load Dur ation Factor CD 1 D 1 0.9 2 D + L 1 1 1 3 D + Lr 1 1 1.25 4 D + S 1 1 1.15 5 D + 0.75L + 0.75Lr 1 0.75 0.75 1.25 6 D + 0.75L + 0.75S 1 0.75 0.75 1.15 7 D + 0.6W (N)1 0.6 N_S 1.6 8 D + 0.6W (S)1 0.6 S_N 1.6 9 D + 0.6W (E)1 0.6 E_W 1.6 10 D + 0.6W (W)1 0.6 W_E 1.6 11 D + 0.75(0.6W) (N) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 N_S 1.6 12 D + 0.75(0.6W) (S) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 S_N 1.6 13 D + 0.75(0.6W) (E) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 E_W 1.6 14 D + 0.75(0.6W) (W) + 0.75L + 0.75Lr 1 0.75 0.75 0.45 W_E 1.6 15 D + 0.75(0.6W) (N) + 0.75L + 0.75S 1 0.75 0.75 0.45 N_S 1.6 16 D + 0.75(0.6W) (S) + 0.75L + 0.75S 1 0.75 0.75 0.45 S_N 1.6 17 D + 0.75(0.6W) (E) + 0.75L + 0.75S 1 0.75 0.75 0.45 E_W 1.6 18 D + 0.75(0.6W) (W) + 0.75L + 0.75S 1 0.75 0.75 0.45 W_E 1.6 19 0.6D + 0.6W (N)0.6 0.6 N_S 1.6 20 0.6D + 0.6W (S)0.6 0.6 S_N 1.6 21 0.6D + 0.6W (E)0.6 0.6 E_W 1.6 22 0.6D + 0.6W (W)0.6 0.6 W_E 1.6 23 (1.0 + 0.14Sds)D + 0.7ΩE (N)1 0.14 0.7 N_S 1.6 24 (1.0 + 0.14Sds)D + 0.7ΩE (S)1 0.14 0.7 S_N 1.6 25 (1.0 + 0.14Sds)D + 0.7ΩE (E)1 0.14 0.7 E_W 1.6 26 (1.0 + 0.14Sds)D + 0.7ΩE (W)1 0.14 0.7 W_E 1.6 27 (1.0 + 0.105Sds)D + 0.525ΩE (N) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 N_S 1.6 28 (1.0 + 0.105Sds)D + 0.525ΩE (S) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 S_N 1.6 29 (1.0 + 0.105Sds)D + 0.525ΩE (E) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 E_W 1.6 30 (1.0 + 0.105Sds)D + 0.525ΩE (W) + 0.75L + 0.75S 1 0.105 0.75 0.75 0.525 W_E 1.6 31 (0.6 - 0.14Sds)D + 0.7ΩE (N)0.6 -0.14 0.7 N_S 1.6 32 (0.6 - 0.14Sds)D + 0.7ΩE (S)0.6 -0.14 0.7 S_N 1.6 33 (0.6 - 0.14Sds)D + 0.7ΩE (E)0.6 -0.14 0.7 E_W 1.6 34 (0.6 - 0.14Sds)D + 0.7ΩE (W)0.6 -0.14 0.7 W_E 1.6 vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 16/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: RR1 Section type:Douglas Fir-Larch No.2 Section name:2x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 53.4PLF =2.67 x (20+20)/2 @ 0' to 8.5' SELF WEIGHT 2.55PLF From 0' to 8.5' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.2 Cfu = 1 Ci = 1 Cr = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 124 0 113 0 0 0 0 0 238/0 2 124 0 113 0 0 0 0 0 238/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)505 4.25 1478 34 1.25 Shear (lbs)202 0 1631 12 1.25 Live Deflection 0.041 4.25 0.283 14 - Total Deflection 0.086 4.25 0.425 20 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 1 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 8.54 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 145PLF =7.25 x (20+20)/2 @ 0' to 8.54' Load_Ceiling 58PLF =7.25 x (6+10)/2 @ 0' to 8.54' SELF WEIGHT 5.95PLF From 0' to 8.54' Factors: Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 428 0 464 0 0 0 0 0 892/0 2 428 0 464 0 0 0 0 0 892/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1905 4.27 3681 52 1.25 Shear (lbs)757 0 3806 20 1.25 Live Deflection 0.073 4.27 0.285 26 - Total Deflection 0.141 4.27 0.427 33 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 17/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: 2 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 275PLF =13.75 x (20+20)/2 @ 0' to 8.54' SELF WEIGHT 5.95PLF From 0' to 8.54' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 613 0 587 0 0 0 0 0 1200/0 2 613 0 587 0 0 0 0 0 1200/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)2561 4.27 3737 69 1.25 Shear (lbs)1016 0 3806 27 1.25 Live Deflection 0.093 4.27 0.285 33 - Total Deflection 0.189 4.27 0.427 44 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 3 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 275PLF =13.75 x (20+20)/2 @ 0' to 18.06' SELF WEIGHT 9.74PLF From 0' to 18.06' Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1330 0 1242 0 0 0 0 0 2571/0 2 1330 0 1242 0 0 0 0 0 2571/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)11609 9.03 26563 44 1.25 Shear (lbs)2571 18.06 9871 26 1.25 Live Deflection 0.337 9.03 0.602 56 - Total Deflection 0.698 9.03 0.903 77 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 18/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: 4 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 275PLF =13.75 x (20+20)/2 @ 0' to 6.19' SELF WEIGHT 5.95PLF From 0' to 6.19' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 444 0 426 0 0 0 0 0 870/0 2 444 0 426 0 0 0 0 0 870/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1346 3.1 3737 36 1.25 Shear (lbs)686 0 3806 18 1.25 Live Deflection 0.026 3.1 0.206 13 - Total Deflection 0.052 3.1 0.31 17 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 5 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 7/8 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 330PLF =16.5 x (20+20)/2 @ 0' to 14.38' Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 14.38' POINT supp#1 of Beam 2 @ 4.5ft, (D=613 Lr=587) SELF WEIGHT 9.74PLF From 0' to 14.38' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.00 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1773 0 1685 0 0 0 0 0 3458/0 2 1544 0 1466 0 0 0 0 0 3009/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)12361 6.18 26563 47 1.25 Shear (lbs)3458 0 9871 35 1.25 Live Deflection 0.228 7.05 0.479 48 - Total Deflection 0.468 7.05 0.719 65 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 19/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: 6 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 1/4 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Ceiling 21.36PLF =2.67 x (6+10)/2 @ 0' to 14.08' POINT supp#2 of Beam 2 @ 4.5ft, (D=613 Lr=587) POINT supp#1 of Beam 3 @ 4.5ft, (D=1330 Lr=1242) SELF WEIGHT 9.23PLF From 0' to 14.08' Point Load Location Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.01 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 1443 0 1338 0 0 0 0 0 2781/0 2 742 0 678 0 0 0 0 0 1421/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)12205 4.5 23840 51 1.25 Shear (lbs)2781 0 9352 30 1.25 Live Deflection 0.199 6.48 0.469 42 - Total Deflection 0.414 6.48 0.704 59 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 7 Section type:Ve rsa Lam 3100 Section name:3 1/2x11 1/4 Fb(+)/Fb(-) (psi): 3100/3100 Fv (psi): 285 E (psi): 2000000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 190PLF =9.5 x (20+20)/2 @ 0' to 17.92' SELF WEIGHT 9.23PLF From 0' to 17.92' Factors: Ct = 1 Cm = 1 CL = 1.00 Cr = 1 Cv = 1.01 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 934 0 851 0 0 0 0 0 1785/0 2 934 0 851 0 0 0 0 0 1785/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)7997 8.96 23840 34 1.25 Shear (lbs)1785 17.92 9352 19 1.25 Live Deflection 0.265 8.96 0.597 44 - Total Deflection 0.557 8.96 0.896 62 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 20/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: 8 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 7.81 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 7.81' SELF WEIGHT 5.95PLF From 0' to 7.81' Factors: Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 75 0 52 0 0 0 0 0 127/0 2 75 0 52 0 0 0 0 0 127/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)248 3.9 3687 7 1.25 Shear (lbs)109 0 3806 3 1.25 Live Deflection 0.006 3.9 0.26 2 - Total Deflection 0.015 3.9 0.39 4 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr Be am ID: 9 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 0 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 190PLF =9.5 x (20+20)/2 @ 0' to 6.34' SELF WEIGHT 5.95PLF From 0' to 6.34' Factors: Ct = 1 Cm = 1 CL = 1.00 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 320 0 301 0 0 0 0 0 621/0 2 320 0 301 0 0 0 0 0 621/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)985 3.17 3737 26 1.25 Shear (lbs)494 0 3806 13 1.25 Live Deflection 0.019 3.17 0.211 9 - Total Deflection 0.040 3.17 0.317 13 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 21/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Be am ID: 10 Section type:Douglas Fir-Larch No.2 Section name:4x8 Fb(+)/Fb(-) (psi): 900/900 Fv (psi): 180 E (psi): 1600000 Lu (ft): 7.83 Ignore shear within (d): True Repetitive member : False Applie d Loads: Load_Roof 26.6PLF =1.33 x (20+20)/2 @ 0' to 7.83' POINT supp#2 of Beam 9 @ 4ft, (D=320 Lr=301) SELF WEIGHT 5.95PLF From 0' to 7.83' Point Load Location Factors: Ct = 1 Cm = 1 CL = 0.99 CF = 1.3 Cfu = 1 Ci = 1 Cr = 1 CT = 1 Re actions: Support D L Lr S WSN WWE ESN EWE M ax. LC (Down/Up) 1 232 0 199 0 0 0 0 0 431/0 2 239 0 206 0 0 0 0 0 445/0 Code che ck: Actual Loc.(ft)Allowe d Ratio (%)CD Moment (lbs-ft)1465 4 3687 40 1.25 Shear (lbs)427 7.83 3806 11 1.25 Live Deflection 0.036 3.91 0.261 14 - Total Deflection 0.076 3.91 0.392 19 - Passe d Max Moment: D + Lr Max Shear: D + Lr Max Deflection: D + Lr vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 22/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Weight of Footing Wall_Ex Load_Roof Footing/Pad ID: CF1 Footing De sign Soil Bearing: SB = 1900 PSF Post with parallel to footing: Bp = 3.5 in Loads: 150.00 PLF = 150 x 1.00' x 1.00' 170PLF =10 x 17 400PLF =20 x (20+20)/2 Design Footing: Total Weight: Wtotal = 720 PLF Footing Width Required: Bf = Wtotal / SB = 720/1900 x 12 = 4.55 in USE 12" WIDE X 12" DEEP Continuous Footing with #4 Cont. @ T & B (U.N.O) Design Pad: Total Point Load (Ptotal) = 0 LB NO PAD IS NEED ! vG23.06.30 : : : : Com pany Project 2331 N BENTON WAY UNIT 2 Job No.231226 Plan N/A : : : : Designed T.M. Checked P.P. Date 12/27/2023 Client N/A TIC Structure Design 2023 23/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 Project: Location: CT1 page of StruCalc Version 10.0.1.5 12/28/2023 3:04:30 PM Collar Tie [2016 California Building Code(2015 NDS)] 1.5 IN x 7.25 IN x 8.75 FT (8.5 + 0.2) @ 16 O.C. #2 - Douglas-Fir-Larch - Dry Use 1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575 Section Adequate By: 190.7% Controlling Factor: Moment DEFLECTIONS Live Load Dead Load Total Load Live Load Deflection Criteria: L/240 Total Load Deflection Criteria: L/180 0.06 0.06 0.12 IN L/1982 in IN L/991 Center -0.01 -0.01 -0.01 IN 2L/1236 in IN 2L/618 Right RAFTER REACTIONS Lower Live Load @ A & B Lower Dead Load @ A & B Lower Total Load @ A & B Collar Tie Tension LOADS 196 196 392 plf plf plf REACTIONS 261 261 522 507 lb lb lb lb RAFTER SUPPORT DATA Bearing Length B 0.56 in RAFTER DATA Span Length Unbraced Length-Bottom Rafter Pitch Collar Tie Location Roof Duration Factor Peak Notch Depth Base Notch Depth 8.5 9.5 6 4.7 1.15 0.00 0.00 ft ft Interior :12 ft 0.25 0 ft ft Eave MATERIAL PROPERTIES Bending Stress: Shear Stress: Modulus of Elasticity: Comp. ┴ to Grain: Controlling Moment: 4.249 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Controlling Shear: 8.944 Ft from left support of span 2 (Center Span) Created by combining all dead loads and live loads on span(s) 2 Comparisons with required sections: Section Modulus: Area (Shear): Moment of Inertia (deflection): Moment: Shear: Fb = Cd=1.15 CF=1.20 Cr=1.15 Fv = Cd=1.15 E = Fc - ┴ = 538 ft-lb -453 lb 900 180 1600 625 psi psi ksi psi Base Values Fb' = Fv' = E' = Fc - ┴' = 1428 207 1600 625 psi psi ksi psi Adjusted 4.52 3.29 13.87 538 -453 in3 in2 in4 ft-lb lb Req'd 13.14 10.88 47.63 1564 1501 in3 in2 in4 ft-lb lb Provided RAFTER LOADING Uniform Floor Loading Roof Live Load: Roof Dead Load: Slope Adjusted Spans And Loads Interior Span: Eave Span: Rafter Live Load: Eave Live Load: Rafter Dead Load: Rafter Total Load: Eave Total Load: LL = DL = L-adj = L-Eave-adj = wL-adj = wL-Eave-adj = wD-adj = wT-adj = wT-Eave-adj = 20 20 9.5 0.28 21 21 24 45 45 psf psf ft ft plf plf plf plf plf LOADING DIAGRAM 0.25 ft 8.5 ft 4.7 ft 17 ft 0.23 ft COLLAR TIE DESIGN 1.5 x 5.5 Solid Sawn Lumber with minimum Ft = 575 Tension Parallel to Grain Collar Tie Location Collar Tie Tension Collar Tie Capacity Nailing Required @ Both Ends 16d Common 16d Sinker 16d Box Ft = Cd=1.15 Cf=0.00 575 4.7 507 8183 4 Nails 4 Nails 5 Nails psi ft lb lb Base Values Ft' = 992 psi Adjusted 24/24 2331 N Benton Way Unit# 2 - 1011185346/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 GENERAL INFORMATION 01 Project Name 2331 N Benton Way Unit 2 02 Run Title Title 24 Analysis 03 Project Location 2331 N Benton Way 04 City Santa Ana 05 Standards Version 2022 06 Zip code 92706 07 Software Version EnergyPro 9.2 08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)225 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)1000 19 Glazing Percentage (%)15.94% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 No Dwelling Unit:No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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 35.6 37 26.5 Proposed Design 35 36.1 26 0.6 0.9 0.5 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: 2.12 kWdc •PV System resized to 2.12 kWdc (a factor of 2.118) to achieve 'Standard Design PV' PV scaling 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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 0.3 1.4 0.86 6.25 -0.56 -4.85 Space Cooling 1.07 26.49 0.79 24.25 0.28 2.24 IAQ Ventilation 0.4 4.22 0.4 4.22 0 0 Water Heating 1.83 19.14 1.39 15.23 0.44 3.91 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 3.6 51.25 3.44 49.95 0.16 1.3 Photovoltaics -2.32 -69.92 -2.32 -69.45 Battery 0 0 Flexibility Indoor Lighting 0.86 8.06 0.86 8.06 Appl. & Cooking 5.2 33.59 5.18 33.3 Plug Loads 4.54 46.26 4.54 46.26 Outdoor Lighting 0.2 1.75 0.2 1.75 TOTAL COMPLIANCE 12.08 70.99 11.9 69.87 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 ENERGY USE INTENSITY Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage Gross EUI1 18.6 17.81 0.79 4.25 Net EUI2 6.79 6 0.79 11.63 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 (%) 2.12 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. •Whole house fan •Insulation below roof deck •Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood •Minimum Airflow •Verified EER/EER2 •Verified SEER/SEER2 •Fan Efficacy Watts/CFM •Verified HSPF2 •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 2331 N Benton Way Unit 2 1000 1 2 1 1 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 Living Area Conditioned HVAC System1 1000 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) NorthEast Wall Living Area R-15 Wall 0 n/a 433 40 90 SouthWest Wall Living Area R-15 Wall 180 n/a 433 52 90 NorthWest Wall Living Area R-15 Wall 270 n/a 301 40 90 SouthEast Wall Living Area R-15 Wall 90 n/a 301 47.4 90 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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 Living Area R-38 + R-19 Roof Attic n/a n/a 1000 n/a n/a ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Living Area Attic RoofLiving Area Ventilated 4 0.1 0.85 No 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 WA-5040 Window NorthEast Wall 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen WA-5040 2 Window NorthEast Wall 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen WF-3010 Window SouthWest Wall 180 1 3 0.3 NFRC 0.23 NFRC Bug Screen WA-5040 3 Window SouthWest Wall 180 1 20 0.3 NFRC 0.23 NFRC Bug Screen WA-5040 4 Window SouthWest Wall 180 1 20 0.3 NFRC 0.23 NFRC Bug Screen WB-3030 Window SouthWest Wall 180 1 9 0.3 NFRC 0.23 NFRC Bug Screen WA-5040 5 Window NorthWest Wall 270 1 20 0.3 NFRC 0.23 NFRC Bug Screen D-6868 Window SouthEast Wall 90 1 44.4 0.3 NFRC 0.23 NFRC Bug Screen 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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 WF-3010 2 Window SouthEast Wall 90 1 3 0.3 NFRC 0.23 NFRC Bug Screen OPAQUE DOORS 01 02 03 04 Name Side of Building Area (ft2)U-factor D3-3068 NorthWest 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 Living Area 1000 108 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 RoofLiving Area Attic Roofs Wood Framed Ceiling 2x4 @ 24 in. O. C.R-19 None / 0 0.059 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-38 + R-19 Roof Attic Ceilings (below attic) Wood Framed Ceiling 2x4 @ 24 in. O. C.R-38 None / None 0.025 Over Ceiling Joists: R-28.9 insul. Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating System Compact Distribution HERS Verification Water Heater Name (#) DHW Sys 1 Domestic Hot Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1) WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal)NEEA Heat Pump Brand NEEA Heat Pump Model Tank Location Duct Inlet Air Source Duct Outlet Air Source DHW Heater 1 1 40 Rheem PROPH40 T2 RH37530 (40 gal, JA13) Outside Living Area Living Area 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Count Cooling Unit Name Cooling Equipment Count Fan Name Distribution Name Required Thermostat Type HVAC System1 Heat pump heating cooling Heat Pump System 1 1 Heat Pump System 1 1 HVAC Fan 1 Air Distribution System 1 Setback HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS VerificationHeating Efficiency Type HSPF/HS PF2/COP Cap 47 Cap 17 Cooling Efficiency Type SEER/SE ER2 EER/EER 2/CEER Heat Pump System 1 Central split HP 1 HSPF2 9.5 36000 22000 EER2SEER2 18 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 450 Required Required No Yes Yes Yes 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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 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 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM)Fan Efficacy (W/CFM)IAQ Fan Type Includes Heat/Energy Recovery? IAQ Recovery Effectiveness - SRE/ASRE Includes Fault Indicator Display?HERS Verification Status SFam IAQVentRpt 52 0.35 Exhaust No n/a / n/a No Yes COOLING VENTILATION 01 02 03 04 05 06 07 08 09 Name Airflow Rate (CFM/ft2)Cooling Vent CFM Cooling Vent Watts/CFM Total Watts Number of Fans CFVCS Type Exhausts to HERS Verification Whole House Fan 1.5 1500 0.14 210 1 Not a CFVCS Attic 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name:2331 N Benton Way Unit 2 Calculation Date/Time:2023-12-27T17:02:15+07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:2331 N Benton Way Unit 2.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: 2023-12-27   02:03:18 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:   2331 N Benton Way Unit# 2 - 101118534 6/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 2331 N Benton Way Unit# 2 - 101118534 6/4/2024 Page 1 of 1 EXISTING ONE & TWO FAMILY DWELLINGS ELECTRICAL SERVICES UNDERGROUND EXCEPTION CEC 2019 ELC-04 All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41- 626(b). There is a standing exception for one and two family dwellings. This exception applies only when the new electrical service is designed to be fed from below grade as well as overhead. This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the circuit breaker side of this cabinet. Only listed combination overhead and underground feed service boxes may be used to connect to an overhead utility drop. This exception to an underground fed service applies only to existing single family and two family residences. Planning & Building Agency Permits & Plan Check Section 20 Civic Center Plaza P.O. Box 1988 (M-19) Santa Ana, CA 92702 (714) 647-5800 Rigid Conduit Service Entrance Conductor Riser Underground Service Lateral METER Rev. 1/21/2020 2331 N Benton Way Unit# 2 - 1011185346/4/2024 2% 2% 2% 2% 2% 2% 2% 2% 5% 5% 5% 2% 2% 2% 2% 2% 2% 2% 2% W D E E E E E G G G G G G G G G G CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW CW S S EEE E E E E S S S S S S S S 5%5% S S S S S S S S G G G G G G G G 2% 2% 2% 2% 2% 2% 2% 2% 2% 2% 5% 5% 5% 2% 2% 2% 2% 2% 2% 2% 2%2% 5% 5% 2% 2% PROPERTY LINE 48.68' PR O P E R T Y L I N E 1 4 5 . 3 7 ' BENTON WAY LINE OF CURB CENTERLINE OF STREET 2331 N BENTON WAY SANTA ANA, CA 92706 1,530 SF (E) KITCHEN (E) LIVING (E) BED 3 (E) BED 1 PRO PER T Y LI N E 14 5 . 71 ' 19 PROPERTY L I NE 59.50' 2 (E) BED 2 (E) DINING 16 18 20 (E) HOUSE ENTRY (E) GARAGE 215 SF (E) CLOSET (E) BATH 1 22 13 PULB IC PARKWAY (E) 3/4" WATER METER 8 22 13 2 2 PROPERTY LINE 21.32' 2 (E) DRIVEWAY (E) UTILITY POWER POLE (E) 5' T AL L BLO C K WALL 4 7 7 7 59 '-6" 145 ' - 4 1 /2 " 21 '- 6 1 /2 " 18'- 0 " 37' - 9 " 18'- 3 " 49 '- 1 0" (E) 5' TALL BLOCK WALL (E ) 5 ' T A L L BL O C K W A L L (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE (E ) 1 3:1 2 SL O P E (E) 13:12 SLOPE (E ) 1 3:1 2 SL O P E (E) 5:12 SLOPE (E) 1/2 :12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE 9 (E) LAUNDRY (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE11.1 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% S L O P E 2% SLOPE 2% SL OP E 2% SL OP E 2% SL O P E 2% SL OP E MI N RE A R SB 4'-0" SIDEBACK 5'-0" PROPERTY LINE 48.68' PR O P E R T Y L I N E 1 4 5 . 3 7 ' BENTON WAY LINE OF CURB CENTER LINE OF STREET 2331 N BENTON WAY SANTA ANA, CA 92706 1,530 SF (E) KITCHEN (E) LIVING (E) BED 3 (E) BED 1 PRO PER T Y LI NE 14 5 . 7 1 ' 19 PROPERTY L I NE 59.50' 2 (E) BED 2 (E) DINING 18 20 (E) HOUSE ENTRY (E) GARAGE 215 SF (E) CLOSET (E) BATH 1 13 PULBIC PARKWAY (E) 3/4" WATER METER 13 2 2 PROPERTY LINE 21.32' 2 (E) DRIVEWAY (E) UTILITY POWER POLE (E) 5 ' T AL L BLOC K W A L L 4 7 7 (E) 5' TALL BLOCK WALL (E ) 5 ' T A L L BL O C K W A L L 28'-2" 44'-8" 18'- 1 0" 300 SF FOR OPEN SPACE 1120 SF FOR OPEN SPACE (E) 13:12 SLOPE (E) 13:12 SLOPE 2% S L O P E 2% S L O P E 2% S L O P E 5% S L O P E (E) 13:12 SLOPE (E ) 1 3:1 2 SL O P E (E) 13:12 SLOPE (E ) 1 3:1 2 SL O P E (E) 5:12 SLOPE (E) 1/2 :12 SLOPE (N ) 6 :1 2 SL O P E (E) 13:12 SLOPE (E) 13:12 SLOPE (N ) 4 : 1 2 SL O P E (N) 6:12 SLOPE (N) 6:12 SLOPE (N) 6:12 SLOPE (N ) 6 :1 2 SL O P E (N) 6:12 SLOPE *GAS P.O.C SEWER P.O.C WATER P.O.C 6 10 5 ** OPEN SPACE REQUIRED 1200 SF MIN PROVIDE 1120 SF + 300 SF = 1420 SF 17 21 SEWER LATERAL V.I.F. (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 * 18'- 1 1" 19'- 8 " 10'- 1 1 1 /2 " 95' - 1 0 1 /2 " 4'-6 1/2" 49'-4" SIDE BACK 5'-0" 6 ' SCE EASEMENT P. U . E 6'- 0" (N) DINING (N ) C L O S E T (N) LIVING (N) BATH-1 (N) HALLWAY (N) KITCHEN (N) ADU ENTRY PORCH 51 SF (N) BED 2 (N) BATH-1 (N) BED 1 12 (N) W.I.C (N ) L A U N D R Y 1 CONSTRUCTION MEASUREMENT AT THIS CORNER 1.1 SCE MSR# 14 7'-4 1/2" 19'-1" 18'-2"2'-11" 12'-3" 4'-8" 2% S L O P E 2% S L O P E 2% S LOP E 2'-0"18'-10" 2'-0" 24'-4"5'-0"19'-2 1/2"18'-10" (E) DRIVEWAY APPROACH eave 4" eave 4" eave 4" eave 4" ea v e 4" eave 4" eave 4" ea v e 4" 9 2331 N BENTON WAY UNIT 2 SANTA ANA, CA 92706 1,000 SF 6'- 0" EX C E S S D R I V E W A Y T O B E RE M O V E D A T A L A T E R T I M E EX C E S S D R I V E W A Y T O B E RE M O V E D A T A L A T E R T I M E ADU OFF-STREET PARKING (E) LAUNDRY (E) 13:12 SLOPE (E) 13:12 SLOPE (E) 13:12 SLOPE11.1 eave 4" 4'-8" ea v e 4" eave 4" ea v e 4" 23 23 4'-11" 2% SLOPE 2% S L O P E 2% SL OP E 2% SL OP E 2% SL OP E 2% S L O P E 12 A.0711 A.07 1 1 1 1 1 1 8' SCALE : 3/32" = 1'-0" 0 16' 24' VICINITY MAP GENERAL 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 2022 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 NOT LOCATED WITHIN ONE-HALF MILE WALKING DISTANCE OF A NEAREST PUBLIC TRANSIT. BUS STOP ID 6511 3/32" = 1'-0" 1 EXISTING SITE PLAN / ROOF PLAN 3/32" = 1'-0" 2PROPOSED SITE PLAN / ROOF PLAN 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 CONSTRUCTION DOCUMENTS TECHNOLOGIST TAM VO, CDT, LEED AP SIGNATURE DATE: 04/16/2024 A.01 TITLE SHEET / SITE PLANS / ROOF PLANS LEGAL DESCRIPTION ASSESSORS PARCEL NO. APN: 002-133-23 NOT IN FLOOD FEMA SHFA'S = FLOOD ZONE X LOT SIZE 9,135 SF ZONE R-1 RESIDENTIAL (E) SFR GARAGE 215 SF (E) SFR 1,530 SF (N) ADU PORCH 51 SF (N) PATIO COVER 115 SF (N) ADU 1,000 SF TOTAL 2,911 SF LOT COVERAGE = 2,911 SF / 9,135 SF = 31.8% < 35% OK OCCUPANCY GROUP R3 / U CONSTRUCTION TYPE V-B FIRE SPRINKLER SFR = NO; ADU = NO NUMBER OF STORIES SFR = 1; ADU = 1 SHEET INDEXPROJECT DATA A.01 TITLE SHEET / SITE PLANS / ROOF PLANS A.02 CALGREEN MANDATORY MEASURES A.03 CALGREEN MANDATORY MEASURES A.04 EXISTING MAIN HOUSE FLOOR PLAN AND ELEVATIONS 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 PREVENVENTION NOTES & FEATURES / ELECTRIC READY REQUIREMENTS A.10 DRAINAGE PLAN / CONSTRUCTION MANAGEMENT PLAN P.01 PLUMBING PLAN P.02 GAS PLAN S-0.10 GENERAL NOTES & REQUIREMENTS S-0.11 GENERAL NOTES & REQUIREMENTS S0-1 SOIL REP RT S0-2 SOIL REP RT S0-3 SOIL REP RT S-0.20 TYPICAL DETAILS S-1.0 FOUNDATION PLAN & ROOF FRAMING PLAN SD1.0 FOUNDATION DETAILS SD2.0 STRUCTURAL DETAILS T24-1 TITLE 24 T24-2 TITLE 24 (CONT.) T24-3 TITLE 24 (CONT.) REVISIONS TO PERMIT NO. 101118534 TO MODIFY REAR SETBACK 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. SCOPE OF WORK 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 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 MAILBOX 16 (N) GAS METER17 (E) MAIN HOUSE ELEC. METER18 (E) GAS METER19 (E) WATER METER 20 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 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 OWNERSHIP: LOAN PHAM 17021 BOLERO LN HUNTINGTON BEACH, CA 92649 PHONE: 714-614-6344 EMAIL: LOANPHAM8888@YAHOO.COM DESIGNER: TESSA HO 13880 HARBOR BLVD. SUITE 6D GARDEN GROVE, CA 92844 ENGINEER: PRIORITY ENGINEERING GROUP 335 E. BLUERIDGE AVE. ORANGE, CA 92865 TITLE 24: TESSA HO 13880 HARBOR BLVD. SUITE 6D GARDEN GROVE, CA 92844 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 TRACT MAP CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT THE CALIFORNIA DEPARTMENT OF HOUSING AND COMMUNITY DEVELOPMENT ISSUED AN ACCESSORY DWELLING UNIT HANDBOOK WITH UPDATES AND LAWS EFFECTIVE JANUARY 1, 2021(HTTPS://WWW.HCD.CA.GOV/POLICY-RESEARCH/DOCS/ADU_DECEMBER_2020 _HANDBOOK.PDF) "STATE ADU LAW DOES NOT ALLOW FOR THE LIMITATION ON THE NUMBER OF BEDROOMS OF AN ADU. A LIMIT ON THE NUMBER OF BEDROOMS COULD BE CONSTRUED AS A DISCRIMINATORY PRACTICE TOWARDS PROTECTED CLASSES, SUCH AS FAMILIAL STATUS, AND WOULD BE CONSIDERED A CONSTRAINT ON THE DEVELOPMENT OF ADUS." 3VIEW 3D MAINHOUSE & ADU WATER P.O.C SEWER P.O.C TO BE DEMOLISHED22 15 PARK & REC DEVELOPMENT FEE CALCULATION (ADU SF / SFD SF) 763 SF / 1115 SF = 0.68 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”. 11.1 (E) TANK WATER HEATER SOLID FIRE BLOCKING FROM TOP PLATE TO UNDERSIDE OF ROOF SHEATING. NO VENT HOLES ALLOWED, SEE DETAIL 11,12/A.07 23 NE W D E T A C H E D A D U 23 3 1 N B E N T O N W A Y 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 23 3 1 N B E N T O N W A Y 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 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 09/03/2024 REVISION 1 1 Bldg #101120800 (rev) REV to 101118534 APPROVALS: PLNG - P. Raj BLDG - CSG 2331 N Benton Way Unit# 21/28/2025