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Home My WebLink About903 Sunset Blvd - 2023 -ARCHITECTURAL A-0.0 GENERAL NOTES/ PROJECT DATA A-0.1 CALGREEN REQ. A-0.2 CALGREEN REQ. A-0.3 CONDITIONS OF APPROVAL A-0.4 CONDITIONS OF APPROVAL A-1.0 SITE PLAN A-2.0 1ST FLOOR CONSTRUCTION PLAN A-2.1 2ND FLOOR CONSTRUCTION PLAN A-2.2 3RD FLOOR CONSTRUCTION PLAN A-3.0 1ST FLOOR REFLECTED CEILING PLAN A-3.1 2ND FLOOR REFLECTED CEILING PLAN A-3.2 3RD FLOOR REFLECTED CEILING PLAN A-4.0 ELEVATION A-5.0 SECTION A-6.0 ROOF PLAN A-7.0 ARCHITECTURAL DETAILS A-7.1 ARCHITECTURAL DETAILS STRUCTURAL SD0 STRUCTURAL SPECIFICATIONS S1 FOUNDATION PLAN S2 SECOND FLOOR FRAMING PLAN S3 THIRD FLOOR FRAMING PLAN S4 ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS SD4 STRUCTURAL DETAILS SD5 STRUCTURAL DETAILS ENERGY 1of4 CF-1R & MF-1R, MANDATORY MEASURES 2of4 CF-1R & MF-1R, MANDATORY MEASURES 3of4 CF-1R & MF-1R, MANDATORY MEASURES 4of4 CF-1R & MF-1R, MANDATORY MEASURES CIVIL C-1 GRADING AND DRAINAGE PLAN C-2 GRADING AND DRAINAGE PLAN C-3 EROSION CONTRO LANDSCAPE L-1 PLANTING PLAN L-2 IRRIGATION PLAN L-3 LANDSCAPE DETAILS SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 3 3 A M A-0.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 GENERAL NOTES/ PROJECT DATA 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14.15. 16. 17.18. 19.20. 21. A.B.C.D.E.F. THE ISSUANCE OF PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY CIOLATION OF THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONSTHE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED IN ACCORDANCE UNTIL THE PROJECT IS FINALIZED OR APPROVAL TO REMOVE THE FENCE HAS BEEN OBTAINED FROM THE CITY BUILDING DIVISION. 24 HOUR SECURITY SHALL BE PROVIDED AT TIME THE FENCE CANNOT BE MAINTAINED INTACT.BUILDING SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH CRC R 313.3 OR NFPA 13DAT TIME OF PERMIT ISSURANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKER'S COMPENSATION INSURANCE CERIFICATE.ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR THE REQUESTING INSPECTION.SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NUMBER (909) 396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR BY ANY OTHER MEANS.STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY WIND OR WATER.TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL NOR THE SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT [CBC 107.3.4.2), SEPARATE PERMIT WILL BE REQUIRED FOR:INSTALLATION OF NEW BLOCK WALL, NEW SWIMMING POOL, NEW SPA, OUTDOOR BBQ, FIREPLACE, AC UNIT DESIGN/LOCATION, ETC.SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY.DO NOT SCALE THE DRAWINGSGENERAL CONTRACTOR TO VERIFY FIELD CONDITION PRIOR TO COMMENCEMENT OF EACH PORTION OF WORK. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY: WHAT IS REQUIRED BY ONE IS AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE COR FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS.REFER TO TRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTE.ALL PENETRATIONS AND OPENINGS SHALL MEET WALL ASSEMBLY FIRE RATINGS.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHLLA BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTETHE DUTIES OF THE SOILS ENGINEER OF RECORD, AS INDICATED ON THE FIRST SHEETS OF THE APPROVED PLANS, SHALL INCLUDED THE FOLLOWING: OBSERVATION OF CLEARED AREAS AND BENCHES PREPARED TO RECEIVE FILL;OBSERVATION OF THE REMOVAL OF ALL UNSUITABLE SOILS AND OTHER MATERIALS;THE APPROVAL OF SOILS TO BE USED AS FILL MATERIAL;THE INSPECTION OF PLACEMENT AND COMPACTION OF FILL MATERIALS;THE TESTING OF COMPLETED FILLS;AND THE INSPECTION OR REVIEW OF DRAINAGE DEVICES. GENERAL NOTES SHEET INDEX OWNER: ARCHITECT: STRUCTURAL ENGINEER: ENERGY CALCULATION CONSULTANT: ERIC TSANG440 E. HUNTINGTON DR., SUITE 323, ARCADIA, CA 91006 TEL: 909.569.3737 EMAIL: MAIL@ERIC-DESIGN.COM PERFECT DESIGN & ENGINEERING INC. 2416 W. VALLEY BLVD., ALHAMBRA, CA 91803TEL: 626.289.8808EMAIL: PERFECTAAA@AOL.COM LANDSCAPE ARCHITECTTWO TREES DESIGNS, INC.1832 SAN DIEGO ST. WEST COVINA CA 91790TEL: 626.278.2766EMAIL: 2TREESDESIGN@GMAIL.COM CIVIL/ GEOTECHNICAL ENGINEER & SURVEYOR:CALLAND ENGINEERING, INC.576 E. LAMBERT RD., BREA, CA 92821TEL: 714.671.1050 EMAIL: LEE@CALLANDENG.COM JKL ENGINEERING 1529 W. LONGHILL DRIVE, MONTEREY PARK, CA 91754TEL: 626-524-2210EMAIL: JKLSTRUCTURAL@GMAIL.COM WENDY XU MO903 A&B, 905 A&B SUNSET BLVD., ARCADIA, CA 91006TEL: 909.569.3737 OWNER/ APPLICANT/ CONSULTANT LIST 903 A&B, 905 A&B SUNSET BLVD., ARCADIA, CA 91006 APPLICABLE CODES CODES:2022 CALIFORNIA BUILDING CODE- TITLE 24, PART 22022 CALIFORNIA RESIDENTIAL CODE- TITLE 24, PART 2.52022 CALIFORNIA ELECTRICAL CODE- TITLE 24, PART 32022 CALIFORNIA MECHANICAL CODE- TITLE 24, PART 42022 CALIFORNIA PLUMBING CODE- TITLE 24, PART 52022 CALIFORNIA ENERGY CODE- TITLE 24, PART 62022 CALIFORNIA GREEN BUILDING STANDARD CODE- TITLE 24, PART 11WITH CURRENT AMENDMENTS & ALL LOCAL ORDINANCES DEFFERED SUBMITTALS ••• •• AUTOMATIC FIRE SPRINKLER SYSTEMDEMOLITIONALARM SYSTEM TRUSS PACKAGESOLAR PV SYSTEM (2.53 kWdc)*DEFERRED SUBMITTALS SHOULD BE REVIEWED AND APPROVED BEFORE SUBMITTING TO THE CITY APPLICANT/ OWNEROWNER:WENDY XU MOADDRESS:903 SUNSET BLVD., ARCADIA, CA 91007TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COMAPPLICANT:ERIC TSANGADDRESS:440 E. HUNTINGTON DR., STE 323, ARCADIA, CA 91006TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COM PROJECT DESCRIPTIONPROJECT NAME:SUNSET CONDOMINIUMS PROJECT ADDRESS:903 A&B, 905 A&B SUNSET BLVD., ARCADIA, CA 91006APN:5379-029-012JOB DESCRIPTION:CONSTRUCT NEW (4) 3- STORY CONDOMINIUMZONING:R-3NUMBER OF STORY:3OCCUPANCY GROUP:R-3/UCONSTRUCTION TYPE:V-B EXISTING/DEMOLITIONEXISTING HOUSE:1,155 SF & 1,396 SFDEMOLITION:ALL EXISTING UNITS PROJECT INFORMATION FLOOR AREA SUMMARY:UNIT A & D:1ST FLOOR:213 SF 2ND FLOOR:762 SF3RD FLOOR:717 SFGARAGE:471 SFTOTAL LIVING AREA:1,692 SF UNIT B & C:1ST FLOOR:276 SF2ND FLOOR:841 SF3RD FLOOR:751 SF GARAGE:417 SFTOTAL LIVING AREA:1,868 SF GRAND TOTAL LIVING AREA: 7,120 SF PROJECT DATA LOT SIZE:8,840 SF MAXIMUM DENSITY:8,840 / 1,450 SF = 6 UNITSMINIMUM DENSITY:8,840 / 2,200 SF = 4 UNITSPROPOSED DENSITY:4 UNITS REQIRED PARKING SPACE:2 * 4 UNITS = 8 ENCLOSED4 UNITS / 2 = 2 GUESTPROVIDED PARKING SPACES:8 ENCLOSED & 2 GUEST PARKING TOTAL FRONT YARD AREA:1,708 SF HARDSCAPE AREA:488 SFHARDSCAPE RATIO:28.6%LADNSCAPE AREA:1,220 SF LANDSCAPE RATIO:71.4%REQUIRED OPEN SPACE:100 SF * 4 = 400 SFPROPOSED OPEN SPACE:CENTER YARD (COMMON):325 SF REAR YARD (COMMON):224 SF PROJECT DATA VICINITY MAP No.DESCRIPTION DATE SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 3 8 A M A-0.1 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 CALGREEN REQ. No.DESCRIPTION DATE SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 4 3 A M A-0.2 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 CALGREEN REQ. No.DESCRIPTION DATE SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 4 7 A M A-0.3 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 CONDITIONS OF APPROVAL No.DESCRIPTION DATE SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 5 0 A M A-0.4 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 CONDITIONS OF APPROVAL No.DESCRIPTION DATE DW D W D W D W 30 ' - 2 " 11 ' - 6 " 3' - 0 " 3' - 0 " 3' - 0 " 4' - 6 " 20 ' - 4 " 30 ' - 2 " BICYCLE PARKING 3' - 0 " 11 ' - 6 " UNIT A UNIT B UNIT D UNIT C 10 ' - 0 " 11' - 6" 22' - 3" 4' - 0 " RE Q ' D S I D E S E T B A C K 10 ' - 0 " REQ'D FRONT SETBACK 25' - 0" RE Q ' D S I D E S E T B A C K 10 ' - 0 " REQ'D REAR SETBACK 10' - 0" INTERLOCKING PAVER DRIVEWAY STAMPED CONCRETE DRIVEWAY 30 ' - 2 " GUEST PARKING GU E S T P A R K I N G CONCRETE WALKWAY LAWN AREA GRAVEL 14 ' - 6 " 1+1+4" LEMON TO BE REMOVED 2+2+3+4" LEMON TO BE REMOVED 2+2+4+4+6" ORANGE TO BE REMOVED 6+7+8" FIG TO BE REMOVED20" TREE OF HEAVEN TO BE REMOVED 13" MONDEL PINE TO BE REMOVED 22" CAMPHOR TO REMAIN N86°09'32"E 129.98' SU N S E T B L V D N86°09'32"E 129.98' N0 3 ° 4 9 ' 4 3 " W 68 . 0 0 ' N0 3 ° 4 9 ' 4 3 " W 68 . 0 0 ' UT I L I T Y WM WM (E) 4' HT IRON FENCE TO BE REMOVED(E) 5' HT CHAINLINK FENCE TO BE REMOVED(E) 6' HT WOOD FENCE TO BE REMOVED (E) 1' HT RETAINING WALL TO BE REMOVED (E ) 6 ' H T B L O C K W A L L T O R E M A I N (E) 6' HT BLOCK WALL TO REMAIN (N) 6' HT BLOCK WALL (N) 3' HT BLOCK WALL (E) POWERPOLE 40 0 S F O P E N S P A C E ( 2 2 4 S F U S A B L E ) 35 ' - 0 " 442 SF OPEN SPACE (325 SF USABLE) 38' - 3" BACKFLOW WM WMWM SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 7/ 2 2 / 2 0 2 3 3 : 4 5 : 5 3 P M A-1.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 SITE PLAN 1/8" = 1'-0"1 SITE PLAN APPLICANT/ OWNEROWNER:WENDY XU MOADDRESS:903 SUNSET BLVD., ARCADIA, CA 91007TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COMAPPLICANT:ERIC TSANGADDRESS:440 E. HUNTINGTON DR., STE 323, ARCADIA, CA 91006TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COM PROJECT DESCRIPTIONPROJECT NAME:SUNSET CONDOMINIUMSPROJECT ADDRESS:903 A&B, 905 A&B SUNSET BLVD., ARCADIA, CA 91006 APN:5379-029-012JOB DESCRIPTION:CONSTRUCT NEW (4) 3- STORY CONDOMINIUMZONING:R-3NUMBER OF STORY:3OCCUPANCY GROUP:R-3/UCONSTRUCTION TYPE:V-B EXISTING/DEMOLITIONEXISTING HOUSE:1,155 SF & 1,396 SFDEMOLITION:ALL EXISTING UNITS PROJECT INFORMATION FLOOR AREA SUMMARY: UNIT A & D:1ST FLOOR:213 SF2ND FLOOR:762 SF3RD FLOOR:717 SF GARAGE:471 SFTOTAL LIVING AREA:1,692 SF UNIT B & C:1ST FLOOR:276 SF2ND FLOOR:841 SF3RD FLOOR:751 SFGARAGE:417 SF TOTAL LIVING AREA:1,868 SF GRAND TOTAL LIVING AREA: 7,120 SF PROJECT DATA LOT SIZE:8,840 SF MAXIMUM DENSITY:8,840 / 1,450 SF = 6 UNITSMINIMUM DENSITY:8,840 / 2,200 SF = 4 UNITSPROPOSED DENSITY:4 UNITSREQIRED PARKING SPACE:2 * 4 UNITS = 8 ENCLOSED4 UNITS / 2 = 2 GUEST PROVIDED PARKING SPACES:8 ENCLOSED & 2 GUEST PARKING TOTAL FRONT YARD AREA:1,708 SF HARDSCAPE AREA:488 SFHARDSCAPE RATIO:28.6% LADNSCAPE AREA:1,220 SF LANDSCAPE RATIO:71.4%REQUIRED OPEN SPACE:100 SF * 4 = 400 SF PROPOSED OPEN SPACE:CENTER YARD (COMMON):325 SFREAR YARD (COMMON):224 SF PROJECT DATA 1. 2. 3. 4. 5. 6.7. ALL NEW CONSTRUCTION REQUIRES RESIDENTIAL FIRE SPRINKLERS, FIRE SPRINKLER DESIGN AND INSTALLATION SHALL BE ACCORDINGLY TO THE STANDARDS APPROVED BY THE FIRE DEPARTMENT. PLANS SHALL BE SUBMITTED DIRECTLY TO THE FIRE DEPARTMENT FOR REVIEW AND FOR THE REQUIRED PERMITS PRIOR TO CONSTRUCTION OR INSPECTIONS. ALL CONCRETE BLOCK WALL FENCE SHALL BE SUBMITTED UNDER SEPARATE PERMIT.PEDESTRIANS SHALL BE PROTECTED DURING CONSTRUCTION, REMODELING AND DEMOLITION ACTIVITIES. SIGN SHALL BE PROVIDED TO DIRECT PEDESTRIAN TRAFFIC. BARRIERS SHALL BE CONSTRUCTED FOR CBC 3306.6. COVERED WALKWAYS SHALL COMPLY WITH CBC 3306.7TREE PROTECTION NOTES: FOR EXISTING TREES TO REMAIN ON SITE, NO DAMAGE ALLOWED TO CANOPY OR ROOT SYSTEMS, PROTECTIVE FENCING AS NECESSARY, AND TREES ARE TO BE DEEP-WATERED 1-2 TIMES PER MONTH OR AS PER REQUIRED TO KEEP THEM HEALTHY UNTIL IRRIGATION IS INSTALLED.LANDSCAPING REQUIRED (LANDSCAPING MUST BE PROVIDED AND MAINTAINED THROUGHOUT REQUIRED SETBACKS, IN UNIMPROVED CITY RIGHT-OF-WAY ADJACENT TO THE PROPERTY AND OTHER AREAS VISIBLE FROM A PUBLIC RIGHT OF WAY WHERE NOT USED FOR ACCESS. LANDSCAPING MUST CONSIST OF AN EFFECTIVE COMBINATION OF TREES, GROUND COVER AND SHRUBBERY. ALL LANDSCAPED AREAS MUST HAVE A PERMANENT AUTOMATED UNDERGROUND FULL COVERAGE IRRIGATION SYSTEM.NO EXISTING OAK OR SYCAMORE TREE PRESENT ON SITECURBS AND GUTTERS MAY BE REQUIRED TO BE REMOVED AND REPLACED PER CITY STANDARDS SITE PLAN NOTES No.DESCRIPTION DATE 2-CAR GARAGE 2-CAR GARAGE OFFICE 9' - 0" HT. 2-CAR GARAGE 2-CAR GARAGE OFFICE 9' - 0" HT. 4 16' - 0"X 8' - 0" GARAGE 9 16' - 0"X 8' - 0" GARAGE 1 3' - 0"X 8' - 0" ENTRY 5 3' - 0"X 8' - 0" ENTRY 3 2' - 8"X 8' - 0" SW 8 2' - 8"X 8' - 0" SW 5 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 9 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 1 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 4 2' - 0"x 4' - 6" FIXED RTSILL HT: 7' - 0" 6 2' - 6"x 5' - 0" CSSILL HT: 2' - 6" 8 2' - 6"x 5' - 0" CSSILL HT: 2' - 6" 7 6' - 0"X 8' - 0" DBL SC 6 6' - 0"X 8' - 0" SL 2 2' - 8"X 8' - 0" SW 3 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 2 2' - 6"x 5' - 0" CSSILL HT: 2' - 6" 7 2' - 6"x 4' - 6" FXSILL HT: 3' - 0" 9"10' - 4"11' - 2"8' - 7"11' - 0"11' - 6"10' - 6"9' - 0"11' - 2"10' - 4"9" 95' - 0" 4' - 9 " 4' - 3 " 6' - 0 " 6' - 0 " 2' - 3 " 2' - 9 " 2' - 1 " 1' - 9 " 1' - 9 " 6' - 2 " 5' - 9 " 43 ' - 6 " 5' - 4"11' - 2"6' - 3"2' - 9"9' - 0"7' - 3"11' - 6"7' - 3"9' - 0"2' - 9"6' - 3"11' - 2"5' - 4" 95' - 0" 12 ' - 2 " 1' - 6 " 1' - 9 " 4' - 1 0 " 2' - 3 " 6' - 0 " 6' - 0 " 4' - 3 " 4' - 9 " 43 ' - 6 " 3' - 6 " 10 ' - 6 " 10 ' - 4 " 9' - 2 " 9' - 6 " 3' - 6 " 10 ' - 6 " 10 ' - 4 " 9' - 2 " 9' - 6 " 9' - 6 " 11 ' - 0 " 7' - 6 " 3' - 6 " 1' - 0 " 11 ' - 0 " 20 ' - 6 " 3' - 0 " 6' - 4 " 1' - 8 " 1' - 0 " 3' - 0 " 8' - 0 " 4' - 0 " 2' - 0 " 4' - 6 " 13 ' - 1 0 " 20 ' - 1 0 " 21' - 6" 1' - 1"4' - 11"4' - 10"2' - 3"2' - 3"5' - 9"20' - 8" 4' - 6"5' - 10"3' - 6"6' - 7" 10' - 3"4' - 3"4' - 3"2' - 8"7' - 6"5' - 1"7' - 9" 9' - 6 " 11 ' - 0 " 7' - 6 " 3' - 6 " 1' - 0 " 11 ' - 0 " 20 ' - 6 " 3' - 0 " 6' - 4 " 1' - 8 " 1' - 0 " 2' - 9 " 8' - 0 " 4' - 0 " 2' - 0 " 4' - 6 " 13 ' - 1 0 " 20 ' - 1 0 " 21' - 6" 1' - 1"12' - 0"2' - 3"5' - 9"20' - 8" 4' - 6"5' - 10"3' - 6"6' - 7" 10' - 6"4' - 0"4' - 3"2' - 8"7' - 6"5' - 1"7' - 9" 2% 2% 2% 2 2 2 2 5 5 15 15 6 6 9 9 1111 17 17 21 21 7.75" MAX. 7. 7 5 " M A X . 7.75" MAX. 7.7 5 " M A X . 2% 1 2 2 2 2 5 5 15 15 6 6 9 9 11 11 17 17 21 21 7.75" MAX. 7. 7 5 " M A X . 7.75" MAX. 7. 7 5 " M A X . 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 16 A-7.0 TYP 5 A-7.0 TYP 15 A-7.1 TYP 2 A-7.1 TYP 1 A-7.1 TYP 4 A-7.1 TYP 19 A-7.1 TYP 5 A-7.1 TYP 6 A-7.1 TYP 1 1 1 11 1 1 1 1 FLOOR PLAN LEGENDS WP DUPLE WATERPROOF OUTLET/GFI GF I DUPLEX OUTLET W/ GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX CONVENIENCE OUTLET @ 12" ABOVE FLOOR & 9" ABOVE COUNTER @ KITCHEN & BATH DUPLEX OUTLET W/ ARC-FAULT INTERRUPTER AR C AC A/C CONDENSER UNIT. PROVIDE 36" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP PER ENERGY REPORT TV TELEVISION ANTENNA WITH CABLE READY TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: ALL HOSE BIBS MUST BE PROTECTED BY ANANTI SIPHON DEVICE [CPC 603.1] EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. (100 CFM MIN) ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALUE WASHER SPACE WITH HOSE BIBB PROVIDED DRYER SPACE WITH PROPER VENTILATION TO OUTSIDE AIR AND GAS HOOK-UP A 48" WID/ 72" HT REFIGERATOR SPACE WITH WATER LINE PROVIDED 36" STOVE WITH 30" CLEARANCE WITH PROPER VENTILATION TO OUTSIDE AIR (100CFM MIN.)PROVIDE EXHAUST HOOD ABOVE FOR A MAX. 3 SONES AT 100 CFM DW 24" WIDE DISHWASHER WATER CLOSET (1.28 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT. 200 AMP ELECTRICAL PANEL, LOCATION PER SCE PLANNER ELECTRICAL WATER HEATER 50 GALLON RHEEM XE50T10H22U0 OR EQUAL •FOR OUTLET LOCATED AT FIREWALL, PROTECT BOXES WITH LISTED 3M™ FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 1/4" = 1'-0"1 1ST FLOOR CONSTRUCTION PLAN SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 1 : 5 9 A M A-2.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 1ST FLOOR CONSTRUCTION PLAN DOOR SCHEDULE 1 HALFROUND ENTRY 3' - 0"8' - 0" 2 SINGLE FLUSH 2' - 8"8' - 0" 3 SINGLE FLUSH 2' - 8"8' - 0" 4 4- PANEL GARAGE 16' - 0"8' - 0" 5 HALFROUND ENTRY 3' - 0"8' - 0" 6 HORIZ. SLIDER 6' - 0"8' - 0" 7 DBL. FLUSH 6' - 0"8' - 0" 8 SINGLE FLUSH 2' - 8"8' - 0" 9 4- PANEL GARAGE 16' - 0"8' - 0" 10 SINGLE FLUSH 2' - 8"8' - 0" 11 SINGLE FLUSH 2' - 8"8' - 0" 12 SINGLE FLUSH 2' - 6"8' - 0" 13 SINGLE FLUSH 2' - 6"8' - 0" 14 SINGLE FLUSH 2' - 8"8' - 0" 15 HORIZ. SLIDER 6' - 0"8' - 0" 16 SINGLE FLUSH 2' - 8"8' - 0" 17 SINGLE FLUSH 2' - 8"8' - 0" 18 SINGLE FLUSH 2' - 6"8' - 0" 19 SINGLE FLUSH 2' - 6"8' - 0" 20 SINGLE FLUSH 2' - 6"8' - 0" 21 SINGLE FLUSH 2' - 8"8' - 0" 22 SINGLE FLUSH 2' - 6"8' - 0" 23 SINGLE FLUSH 2' - 6"8' - 0" 24 SINGLE FLUSH 2' - 8"8' - 0" 25 SINGLE FLUSH 2' - 6"8' - 0" WINDOW SCHEDULE #WINDOW TYPE WD HT SILL HT. 1 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 2 CASEM.2' - 6"5' - 0"2' - 6" 3 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 4 HALF ROUND 2' - 0"4' - 6"7' - 0" 5 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 6 CASEM.2' - 6"5' - 0"2' - 6" 7 FIXED3 2' - 6"4' - 6"3' - 0" 8 CASEM.2' - 6"5' - 0"2' - 6" 9 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 10 CASEM.2' - 3"5' - 0"3' - 0" 11 CASEM.2' - 3"5' - 0"2' - 0" 12 CASEM.2' - 3"5' - 0"2' - 0" 13 CASEM.2' - 3"5' - 0"3' - 0" 14 CASEM.2' - 3"5' - 0"2' - 0" 15 CASEM.2' - 6"4' - 6"3' - 0" 16 DBL. CASEMENT 5' - 0"5' - 0"2' - 0" 17 HALF ROUND 2' - 0"4' - 6"7' - 0" 18 CASEM.2' - 3"4' - 6"3' - 0" 19 CASEM.2' - 3"4' - 6"3' - 0" 20 CASEM.2' - 6"4' - 6"3' - 0" 21 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 22 FIXED3 2' - 6"4' - 6"3' - 0" 23 FIXED3 2' - 6"4' - 6"3' - 0" 24 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 25 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 26 DBL. CASEMENT 5' - 0"4' - 6"3' - 0" 27 CASEM.2' - 6"4' - 6"2' - 6" 28 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 29 AWNING1 2' - 0"2' - 0"5' - 0" 30 AWNING1 2' - 0"2' - 0"5' - 0" 31 CASEM.2' - 0"4' - 0"3' - 0" 32 CASEM.2' - 3"5' - 0"2' - 0" 33 CASEM.2' - 3"5' - 0"2' - 0" 34 CASEM.2' - 3"5' - 0"2' - 0" 35 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 36 CASEM.2' - 6"4' - 6"2' - 6" 37 AWNING1 2' - 0"2' - 0"6' - 0" 38 FIXED3 2' - 6"4' - 6"2' - 6" 39 FIXED3 2' - 6"4' - 6"2' - 6" 40 CASEM.2' - 6"4' - 6"2' - 6" 41 CASEM.2' - 6"4' - 6"2' - 6" 42 CASEM.2' - 6"4' - 6"2' - 6" 43 AWNING1 2' - 0"2' - 0"5' - 0" 44 AWNING1 2' - 0"2' - 0"5' - 0" 45 CASEM.2' - 0"4' - 0"3' - 0" ABBREVIATIONS AW AWNING CLST CLOSET CS CASEMENT DBL DOUBLE FD FRENCH DOOR RT HALFROUND TOP SC SWING SOLID CORE SH SINGLE HUNG SL SLIDER TG TEMPERED GLASS 1. 2.A.B. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.FOR ALL GLAZING AT DOOR AND WINDOW:U-FACTOR:0.30SHGC: 0.23 FLOOR PLAN KEYNOTE 1 ELECTRICAL WATER HEATER 50 GALLON RHEEMXE50T10H22U0 OR EQUAL 2 ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND 7/8"STUCCO AT ALL GARAGE SIDE WALL SEPARATINGHABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIREGARAGE CEILING USABLE SPACE UNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS ANDCEILING ON ALL WALLS AND CEILING ATWASHER/DRYER AND WATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.ED. TYPE 'X' ON ALL WALLS, CEILING, POSTS, ANDBEAMS ADJACENT TO OR SUPPORTING THEDWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.BD. TYPE 'X' ON ALL WALLS AND CEILING OFWATER HEATER WHERE THE OCCUPANCY SEPARATIONIS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTINGTHE SEPARATION SHALL BE PROTECTED BYEQUIVALENT FIRE-RESISTIVE CONSTRUCTION 3 DROPPED CEILING 4 HIGH CEILING, DOUBLE HEIGHT SPACE (DIAGONALHATCH) 5 STAIR WOOD OR IRON HANDRAIL- 34" TO 38" HIGHFROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL.REQUIRED GUARDS SHALL NOT HAVE OPENINGSFROM WALKING SURFACE TO REQUIRED GUARDHEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING ANDSELF-LATCHING DOOR WITH 20 MIN. S-RATING ANDTIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN &DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FORDRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITEDTO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOWIN EXCESS OF 2. 10 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6"MAX HT ABOVE FINISH FLOOR 11 PROVIDE A 36" SQ CONCRETE PAD FOR THE A/CCONDENSER UNIT AND A NEARBY POSITIVE MEANS OFDISCONECT AND 120 VOLT RECEPTACLE. EXTERIORPADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATER SHALL BEA MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 12 7/8" STUCCO ON ALL EXTERIOR WALLS W/ THREE COATAPPLICATIONS APPROVED BUILDING PAPER UNDER EXTERIORFINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALL WOODBASE SHEATHING. 13 WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT, FIBER-MATREINFORCED CEMENT, GLASS MAT GYPSUM ORFIBER-REINFORCED GYPSUM BACKERS, TO A HEIGHTOF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET,SHALL BE USED AS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILING PANELS INSHOWER AREAS. MATERIALS OTHER THANSTRUCTURAL ELEMENTS SHALL BE MOISTURERESISTANT. GLASS ENCLOSURE DOORS AND PANELSMUST BE SAFTY GLAZING, CATEGORY II. SWING DOOROUTWARD. NET AREA OF SHOWER RECEPTOR SHALLBE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE. 14 SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZING INHAZARDOUS LOCATIONS MUST BE IDENTIFIED BY ALABEL (PERMANENT IF TEMPERED) AS SAFETYGLAZING. [2406]-GLAZING IN ALL DOORS.-GLAZING IN BATH AND SHOWER ENCLOSURES-GLAZING WITHIN A 24" ARC OF A DOOR EDGE-PANELS OVER 9 SQUARE FEET HAVING THE LOWESTEDGE LESS THAN 18" ABOVE THE FINISH-FLOOR AND HAVING A TOP EDGE GREATER THAN 36"ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYSWITH BOTTOM EDGE LESS THAN 60" ABOVE WALKINGSURFACE-WARDROBE DOORS. 15 STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRSMAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TO HAVE 6'-8"MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100CFM, BATHROOM ≥ 50 CFM) OR CONTINUOUS AIR(KITCHEN ≥ 5 AC/H) [CECE 150(o)] 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTHOF DOOR AND LENGTH IN THE DIRECTION OF TRAVELOF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ONEACH SIDE OF DOORS. THE ELEVATION OF LANDINGSHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THETHRESHOLD OF THE DOORWAY (7.75 INCH IF DOORDOES NOT SWING OVER LANDING OR STEPS) [CRCR311.3] 18 APPLIANCE FIREPLACE. SEE PLAN FOR F.P. BOX SIZE.PROVIDE F.G., IGNITOR SWITCH, DIRECT VENT ANDTERMINATION PER MFR., SPECS.. SEE MFR. SPECS.FOR RAISED HEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA 2.33-M98VENTED GAS FIREPLACE HEATERS. 19 THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDEAIR VENTILATION REQUIRED FOR GOOD HEALTH, THEFAN CONTROL SHOULD BE ON AT ALL TIMES WHENTHE BUILDING IS OCCUPIED, UNLESS THERE IS ASEVERE OUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN 20 1 HR FIRE RATED/ FIRE BLOCKING IS REQUIRED INCONCEALED SPACES 10' O.C. HORIZONTAL ANDVERTICALLY AT THE CEILING AND FLOOR LEVELS,CONNECTIONS BETWEEN HORIZONTAL AND VERTICALSPACES, CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES, DUCTS,CABLES WIRES, CHIMNEYS AND FIREPLACE/ ALLDUCTS AND ELEVATOR SHAFTS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH AMIUIMUM OPENING OF 100 SQUARE INCHES FORMAKEUP AIR IN THE DOOR OR BY OTHER APPROVEDMEANS. [CMC 504.3.2] 22 WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16"THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT,AND OVER 2.5 POUND PER SQUARE YARD GALVANIZED METAL LATH OVER PLYWOOD ROOFSHEATING (TYP.) 23 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLHAVE WALLS, UNDER-STAIR SURFACE AND ANYSOFFITS PROTECTED ON THE ENCLOSED SIDE WITH1/2-INCH GYPSUM BOARD. BUILDING CODE 1009.6.3 No.DESCRIPTION DATE 1 PCC#1 6/5/2023 GREAT ROOM 9' - 0" HT. BEDROOM 1 9' - 0" HT. BEDROOM 1 9' - 0" HT. GREAT ROOM 9' - 0" HT. GREAT ROOM 9' - 0" HT. BEDROOM 1 9' - 0" HT. BEDROOM 1 9' - 0" HT. GREAT ROOM 9' - 0" HT. 14 2' - 8"X 8' - 0" SW 13 2' - 6"X 8' - 0" SW 15 6' - 0"X 8' - 0" SL 26 5' - 0"x 4' - 6" DBL CSSILL HT: 3' - 0" 11 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 16 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 0" 20 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" 23 2' - 6"x 4' - 6" FXSILL HT: 3' - 0" 24 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 25 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 19 2' - 3"x 4' - 6" CSSILL HT: 3' - 0" 18 2' - 3"x 4' - 6" CSSILL HT: 3' - 0" 21 5' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6" 15 2' - 6"x 4' - 6" CSSILL HT: 3' - 0" 17 2' - 0"x 4' - 6" FIXED RTSILL HT: 7' - 0" 11 2' - 8"X 8' - 0" SW 10 2' - 8"X 8' - 0" SW 12 2' - 6"X 8' - 0" SW 14 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 12 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 22 2' - 6"x 4' - 6" FXSILL HT: 3' - 0" 13 2' - 3"x 5' - 0" CSSILL HT: 3' - 0" 10 2' - 3"x 5' - 0" CSSILL HT: 3' - 0" 9"12' - 6"1' - 8"5' - 2"5' - 2"1' - 8"8' - 5"6' - 7" 41' - 9"11' - 6"41' - 9" 6' - 7"8' - 5"1' - 8"5' - 1"5' - 2"1' - 8"12' - 6"9" 1' - 6 " 4' - 9 " 4' - 3 " 6' - 0 " 6' - 0 " 2' - 3 " 5' - 9 " 3' - 0 " 2' - 9 " 6' - 0 " 2' - 9 " 45 ' - 0 " 5' - 7"10' - 11"6' - 3"2' - 9"8' - 6"7' - 9" 41' - 9"11' - 6"41' - 9" 7' - 9"8' - 6"2' - 9"6' - 3"10' - 11"5' - 8" 2' - 9 " 6' - 0 " 2' - 9 " 3' - 0 " 5' - 9 " 2' - 3 " 6' - 0 " 6' - 0 " 4' - 3 " 4' - 9 " 1' - 6 " 45 ' - 0 " 1' - 8 " 5' - 2 " 8' - 3 " 7' - 3 " 17 ' - 0 " 5' - 3 " 6"6" 5' - 3 " 17 ' - 0 " 7' - 3 " 8' - 3 " 5' - 2 " 1' - 8 " 2' - 6 " 3' - 0 " 5' - 6 " 10 ' - 0 " 7' - 0 " 1' - 0 " 2' - 6 " 1' - 0 " 11 ' - 0 " 8' - 4 " 2' - 2 " 1' - 6 " 4' - 0 " 6' - 6 " 3' - 6 " 3' - 6 " 1' - 0 " 3' - 0 " 2' - 6 " 3' - 6 " 3' - 3 " 2' - 3 " 10 ' - 6 " 5' - 6 " 13 ' - 6 " 1' - 0 " 10 ' - 0 " 4' - 0 " 2' - 6 " 3' - 7 " 3' - 6 " 1' - 6 " 4' - 5 " 10 ' - 0 " 4' - 0 " 2' - 6"10' - 0"13' - 6" 3' - 3"3' - 6"3' - 0"3' - 6"3' - 0"2' - 6"3' - 0"5' - 0" 2' - 0"3' - 6"5' - 10"14' - 5"1' - 0"2' - 0"3' - 6"5' - 0"4' - 6" 4' - 5"4' - 5"5' - 6"10' - 0"15' - 0" 11' - 3"1' - 6"4' - 0"5' - 6"12' - 6"7' - 0" 2' - 6 " 3' - 0 " 5' - 6 " 10 ' - 0 " 7' - 0 " 1' - 0 " 2' - 6 " 1' - 0 " 11 ' - 0 " 8' - 4 " 2' - 2 " 1' - 6 " 4' - 0 " 6' - 6 " 3' - 6 " 3' - 6 " 1' - 0 " 3' - 0 " 2' - 6 " 3' - 3 " 3' - 6 " 2' - 3 " 10 ' - 0 " 5' - 6 " 13 ' - 6 " 1' - 0 " 10 ' - 0 " 3' - 6 " 2' - 6 " 3' - 7 " 3' - 6 " 1' - 6 " 4' - 5 " 10 ' - 0 " 4' - 0 " 2' - 6"10' - 0"13' - 6" 3' - 3"3' - 6"3' - 0"3' - 6"3' - 0"2' - 6"3' - 0"5' - 0" 1' - 0"3' - 6"5' - 10"14' - 5"1' - 0"2' - 0"3' - 6"5' - 0"4' - 6" 4' - 5"4' - 5"5' - 6"10' - 0"15' - 0" 11' - 3"1' - 6"4' - 0"5' - 6"12' - 6"7' - 0" 5 5 8 8 9 9 13 13 15 15 16 16 16 16 5 5 8 8 9 9 13 13 15 15 16 16 16 16 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 3 A-7.1 TYP 5 A-7.1 TYP FLOOR PLAN LEGENDS WP DUPLE WATERPROOF OUTLET/GFI GF I DUPLEX OUTLET W/ GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX CONVENIENCE OUTLET @ 12" ABOVE FLOOR & 9" ABOVE COUNTER @ KITCHEN & BATH DUPLEX OUTLET W/ ARC-FAULT INTERRUPTER AR C AC A/C CONDENSER UNIT. PROVIDE 36" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP PER ENERGY REPORT TV TELEVISION ANTENNA WITH CABLE READY TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: ALL HOSE BIBS MUST BE PROTECTED BY ANANTI SIPHON DEVICE [CPC 603.1] EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. (100 CFM MIN) ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALUE WASHER SPACE WITH HOSE BIBB PROVIDED DRYER SPACE WITH PROPER VENTILATION TO OUTSIDE AIR AND GAS HOOK-UP A 48" WID/ 72" HT REFIGERATOR SPACE WITH WATER LINE PROVIDED 36" STOVE WITH 30" CLEARANCE WITH PROPER VENTILATION TO OUTSIDE AIR (100CFM MIN.)PROVIDE EXHAUST HOOD ABOVE FOR A MAX. 3 SONES AT 100 CFM DW 24" WIDE DISHWASHER WATER CLOSET (1.28 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT. 200 AMP ELECTRICAL PANEL, LOCATION PER SCE PLANNER ELECTRICAL WATER HEATER 50 GALLON RHEEM XE50T10H22U0 OR EQUAL •FOR OUTLET LOCATED AT FIREWALL, PROTECT BOXES WITH LISTED 3M™ FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 1/4" = 1'-0"1 2ND FLOOR CONSTRUCTION PLAN SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 0 9 A M A-2.1 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 2ND FLOOR CONSTRUCTION PLAN DOOR SCHEDULE 1 HALFROUND ENTRY 3' - 0"8' - 0" 2 SINGLE FLUSH 2' - 8"8' - 0" 3 SINGLE FLUSH 2' - 8"8' - 0" 4 4- PANEL GARAGE 16' - 0"8' - 0" 5 HALFROUND ENTRY 3' - 0"8' - 0" 6 HORIZ. SLIDER 6' - 0"8' - 0" 7 DBL. FLUSH 6' - 0"8' - 0" 8 SINGLE FLUSH 2' - 8"8' - 0" 9 4- PANEL GARAGE 16' - 0"8' - 0" 10 SINGLE FLUSH 2' - 8"8' - 0" 11 SINGLE FLUSH 2' - 8"8' - 0" 12 SINGLE FLUSH 2' - 6"8' - 0" 13 SINGLE FLUSH 2' - 6"8' - 0" 14 SINGLE FLUSH 2' - 8"8' - 0" 15 HORIZ. SLIDER 6' - 0"8' - 0" 16 SINGLE FLUSH 2' - 8"8' - 0" 17 SINGLE FLUSH 2' - 8"8' - 0" 18 SINGLE FLUSH 2' - 6"8' - 0" 19 SINGLE FLUSH 2' - 6"8' - 0" 20 SINGLE FLUSH 2' - 6"8' - 0" 21 SINGLE FLUSH 2' - 8"8' - 0" 22 SINGLE FLUSH 2' - 6"8' - 0" 23 SINGLE FLUSH 2' - 6"8' - 0" 24 SINGLE FLUSH 2' - 8"8' - 0" 25 SINGLE FLUSH 2' - 6"8' - 0" WINDOW SCHEDULE #WINDOW TYPE WD HT SILL HT. 1 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 2 CASEM.2' - 6"5' - 0"2' - 6" 3 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 4 HALF ROUND 2' - 0"4' - 6"7' - 0" 5 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 6 CASEM.2' - 6"5' - 0"2' - 6" 7 FIXED3 2' - 6"4' - 6"3' - 0" 8 CASEM.2' - 6"5' - 0"2' - 6" 9 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 10 CASEM.2' - 3"5' - 0"3' - 0" 11 CASEM.2' - 3"5' - 0"2' - 0" 12 CASEM.2' - 3"5' - 0"2' - 0" 13 CASEM.2' - 3"5' - 0"3' - 0" 14 CASEM.2' - 3"5' - 0"2' - 0" 15 CASEM.2' - 6"4' - 6"3' - 0" 16 DBL. CASEMENT 5' - 0"5' - 0"2' - 0" 17 HALF ROUND 2' - 0"4' - 6"7' - 0" 18 CASEM.2' - 3"4' - 6"3' - 0" 19 CASEM.2' - 3"4' - 6"3' - 0" 20 CASEM.2' - 6"4' - 6"3' - 0" 21 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 22 FIXED3 2' - 6"4' - 6"3' - 0" 23 FIXED3 2' - 6"4' - 6"3' - 0" 24 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 25 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 26 DBL. CASEMENT 5' - 0"4' - 6"3' - 0" 27 CASEM.2' - 6"4' - 6"2' - 6" 28 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 29 AWNING1 2' - 0"2' - 0"5' - 0" 30 AWNING1 2' - 0"2' - 0"5' - 0" 31 CASEM.2' - 0"4' - 0"3' - 0" 32 CASEM.2' - 3"5' - 0"2' - 0" 33 CASEM.2' - 3"5' - 0"2' - 0" 34 CASEM.2' - 3"5' - 0"2' - 0" 35 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 36 CASEM.2' - 6"4' - 6"2' - 6" 37 AWNING1 2' - 0"2' - 0"6' - 0" 38 FIXED3 2' - 6"4' - 6"2' - 6" 39 FIXED3 2' - 6"4' - 6"2' - 6" 40 CASEM.2' - 6"4' - 6"2' - 6" 41 CASEM.2' - 6"4' - 6"2' - 6" 42 CASEM.2' - 6"4' - 6"2' - 6" 43 AWNING1 2' - 0"2' - 0"5' - 0" 44 AWNING1 2' - 0"2' - 0"5' - 0" 45 CASEM.2' - 0"4' - 0"3' - 0" ABBREVIATIONS AW AWNING CLST CLOSET CS CASEMENT DBL DOUBLE FD FRENCH DOOR RT HALFROUND TOP SC SWING SOLID CORE SH SINGLE HUNG SL SLIDER TG TEMPERED GLASS 1. 2.A.B. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.FOR ALL GLAZING AT DOOR AND WINDOW:U-FACTOR:0.30SHGC: 0.23 FLOOR PLAN KEYNOTE 1 ELECTRICAL WATER HEATER 50 GALLON RHEEMXE50T10H22U0 OR EQUAL 2 ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND 7/8"STUCCO AT ALL GARAGE SIDE WALL SEPARATINGHABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIREGARAGE CEILING USABLE SPACE UNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS ANDCEILING ON ALL WALLS AND CEILING ATWASHER/DRYER AND WATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.ED. TYPE 'X' ON ALL WALLS, CEILING, POSTS, ANDBEAMS ADJACENT TO OR SUPPORTING THEDWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.BD. TYPE 'X' ON ALL WALLS AND CEILING OFWATER HEATER WHERE THE OCCUPANCY SEPARATIONIS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTINGTHE SEPARATION SHALL BE PROTECTED BYEQUIVALENT FIRE-RESISTIVE CONSTRUCTION 3 DROPPED CEILING 4 HIGH CEILING, DOUBLE HEIGHT SPACE (DIAGONALHATCH) 5 STAIR WOOD OR IRON HANDRAIL- 34" TO 38" HIGHFROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL.REQUIRED GUARDS SHALL NOT HAVE OPENINGSFROM WALKING SURFACE TO REQUIRED GUARDHEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING ANDSELF-LATCHING DOOR WITH 20 MIN. S-RATING ANDTIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN &DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FORDRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITEDTO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOWIN EXCESS OF 2. 10 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6"MAX HT ABOVE FINISH FLOOR 11 PROVIDE A 36" SQ CONCRETE PAD FOR THE A/CCONDENSER UNIT AND A NEARBY POSITIVE MEANS OFDISCONECT AND 120 VOLT RECEPTACLE. EXTERIORPADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATER SHALL BEA MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 12 7/8" STUCCO ON ALL EXTERIOR WALLS W/ THREE COATAPPLICATIONS APPROVED BUILDING PAPER UNDER EXTERIORFINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALL WOODBASE SHEATHING. 13 WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT, FIBER-MATREINFORCED CEMENT, GLASS MAT GYPSUM ORFIBER-REINFORCED GYPSUM BACKERS, TO A HEIGHTOF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET,SHALL BE USED AS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILING PANELS INSHOWER AREAS. MATERIALS OTHER THANSTRUCTURAL ELEMENTS SHALL BE MOISTURERESISTANT. GLASS ENCLOSURE DOORS AND PANELSMUST BE SAFTY GLAZING, CATEGORY II. SWING DOOROUTWARD. NET AREA OF SHOWER RECEPTOR SHALLBE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE. 14 SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZING INHAZARDOUS LOCATIONS MUST BE IDENTIFIED BY ALABEL (PERMANENT IF TEMPERED) AS SAFETYGLAZING. [2406]-GLAZING IN ALL DOORS.-GLAZING IN BATH AND SHOWER ENCLOSURES-GLAZING WITHIN A 24" ARC OF A DOOR EDGE-PANELS OVER 9 SQUARE FEET HAVING THE LOWESTEDGE LESS THAN 18" ABOVE THE FINISH-FLOOR AND HAVING A TOP EDGE GREATER THAN 36"ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYSWITH BOTTOM EDGE LESS THAN 60" ABOVE WALKINGSURFACE-WARDROBE DOORS. 15 STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRSMAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TO HAVE 6'-8"MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100CFM, BATHROOM ≥ 50 CFM) OR CONTINUOUS AIR(KITCHEN ≥ 5 AC/H) [CECE 150(o)] 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTHOF DOOR AND LENGTH IN THE DIRECTION OF TRAVELOF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ONEACH SIDE OF DOORS. THE ELEVATION OF LANDINGSHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THETHRESHOLD OF THE DOORWAY (7.75 INCH IF DOORDOES NOT SWING OVER LANDING OR STEPS) [CRCR311.3] 18 APPLIANCE FIREPLACE. SEE PLAN FOR F.P. BOX SIZE.PROVIDE F.G., IGNITOR SWITCH, DIRECT VENT ANDTERMINATION PER MFR., SPECS.. SEE MFR. SPECS.FOR RAISED HEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA 2.33-M98VENTED GAS FIREPLACE HEATERS. 19 THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDEAIR VENTILATION REQUIRED FOR GOOD HEALTH, THEFAN CONTROL SHOULD BE ON AT ALL TIMES WHENTHE BUILDING IS OCCUPIED, UNLESS THERE IS ASEVERE OUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN 20 1 HR FIRE RATED/ FIRE BLOCKING IS REQUIRED INCONCEALED SPACES 10' O.C. HORIZONTAL ANDVERTICALLY AT THE CEILING AND FLOOR LEVELS,CONNECTIONS BETWEEN HORIZONTAL AND VERTICALSPACES, CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES, DUCTS,CABLES WIRES, CHIMNEYS AND FIREPLACE/ ALLDUCTS AND ELEVATOR SHAFTS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH AMIUIMUM OPENING OF 100 SQUARE INCHES FORMAKEUP AIR IN THE DOOR OR BY OTHER APPROVEDMEANS. [CMC 504.3.2] 22 WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16"THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT,AND OVER 2.5 POUND PER SQUARE YARD GALVANIZED METAL LATH OVER PLYWOOD ROOFSHEATING (TYP.) 23 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLHAVE WALLS, UNDER-STAIR SURFACE AND ANYSOFFITS PROTECTED ON THE ENCLOSED SIDE WITH1/2-INCH GYPSUM BOARD. BUILDING CODE 1009.6.3 No.DESCRIPTION DATE BEDROOM 2 8' - 6" HT. M. BEDROOM 8' - 6" HT. BEDROOM 2 8' - 6" HT. M. BEDROOM 8' - 6" HT. BEDROOM 2 8' - 6" HT. M. BEDROOM 8' - 6" HT. BEDROOM 2 8' - 6" HT. M. BEDROOM 8' - 6" HT. 16 2' - 8"X 8' - 0" SW 24 2' - 8"X 8' - 0" SW 21 2' - 8"X 8' - 0" SW 17 2' - 8"X 8' - 0" SW 20 2' - 6"X 8' - 0" SW 18 2' - 6"X 8' - 0" SW 19 2' - 6"X 8' - 0" SW 22 2' - 6"X 8' - 0" SW 25 2' - 6"X 8' - 0" SW 36 2' - 6"x 4' - 6" CSSILL HT: 2' - 6" 39 2' - 6"x 4' - 6" FXSILL HT: 2' - 6" 40 2' - 6"x 4' - 6" CSSILL HT: 2' - 6" 27 2' - 6"x 4' - 6" CSSILL HT: 2' - 6" 31 2' - 0"x 4' - 0" CSSILL HT: 3' - 0" 28 5' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6" 35 5' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6" 23 2' - 6"X 8' - 0" SW 38 2' - 6"x 4' - 6" FXSILL HT: 2' - 6" 45 2' - 0"x 4' - 0" CSSILL HT: 3' - 0" 29 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 30 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 33 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 32 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 34 2' - 3"x 5' - 0" CSSILL HT: 2' - 0" 42 2' - 6"x 4' - 6" CSSILL HT: 2' - 6" 41 2' - 6"x 4' - 6" CSSILL HT: 2' - 6" 43 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 37 2' - 0"x 2' - 0" AWSILL HT: 6' - 0" 44 2' - 0"x 2' - 0" AWSILL HT: 5' - 0" 1' - 6"1' - 6"3' - 0"5' - 6"9' - 5"6' - 11"5' - 0"7' - 0"3' - 0"12' - 6"3' - 0"7' - 0"5' - 0"6' - 11"9' - 5"5' - 6"3' - 0"1' - 6"1' - 6" 42' - 9" 42' - 9" 4' - 9 " 3' - 9 " 1' - 9 " 1' - 8 " 2' - 8 " 2' - 8 " 1' - 8 " 9' - 3 " 12 ' - 6 " 2' - 0 " 42 ' - 6 " 1' - 6"2' - 6"2' - 9"8' - 0"3' - 3"9' - 0"8' - 6"5' - 3"2' - 0"12' - 6"2' - 0"5' - 3"8' - 6"9' - 0"3' - 3"8' - 0"2' - 9"2' - 6"1' - 6" 2' - 0 " 6' - 0 " 6' - 6 " 7' - 6 " 1' - 9 " 1' - 8 " 2' - 8 " 2' - 8 " 1' - 8 " 1' - 9 " 3' - 9 " 4' - 9 " 42 ' - 6 " 42' - 9"42' - 9" 2' - 9 " 10 ' - 3 " 4' - 2 " 6' - 2 " 9' - 0 " 2' - 9 " 4' - 0 " 3' - 6 " 2' - 9 " 10 ' - 3 " 4' - 2 " 6' - 2 " 9' - 0 " 2' - 9 " 4' - 0 " 3' - 6 " 3' - 2 " 2' - 5 " 3' - 6 " 1' - 9 " 9' - 1 0 " 3' - 3 " 3' - 9 " 2' - 0 " 9' - 5 " 2' - 1 " 3' - 6 " 3' - 6 " 1' - 0 " 6' - 6 " 5' - 6 " 16 ' - 6 " 7' - 0 " 4' - 0 " 1' - 0 " 3' - 9 " 2' - 9 " 1' - 9 " 1' - 9 " 4' - 0 " 2' - 7 " 5' - 5 " 11 ' - 3 " 2' - 9 " 3' - 6 " 4' - 0 " 8' - 0 " 14 ' - 0 " 7' - 6 " 6' - 0"5' - 6"13' - 3" 3' - 5"4' - 1"5' - 6"13' - 3" 2' - 0"12' - 6"1' - 7"2' - 2"3' - 11"5' - 1"1' - 0"4' - 6"4' - 6"5' - 7" 4' - 6"5' - 10"5' - 5"5' - 1"3' - 11"1' - 0"14' - 6" 10' - 9"4' - 0"4' - 6"5' - 0"1' - 8"12' - 10" 11' - 3"9' - 0"12' - 0"4' - 6" 3' - 2 " 2' - 5 " 3' - 6 " 1' - 9 " 9' - 1 0 " 3' - 3 " 3' - 9 " 2' - 0 " 9' - 5 " 2' - 1 " 3' - 6 " 3' - 6 " 6" 7' - 0 " 5' - 6 " 16 ' - 6 " 7' - 0 " 4' - 0 " 6" 4' - 3 " 2' - 9 " 1' - 9 " 1' - 9 " 4' - 0 " 2' - 7 " 5' - 5 " 11 ' - 3 " 2' - 6 " 3' - 9 " 4' - 0 " 8' - 0 " 14 ' - 0 " 7' - 6 " 6' - 0"5' - 6"13' - 3" 3' - 5"4' - 1"5' - 6"13' - 3" 2' - 0"12' - 6"1' - 7"2' - 2"3' - 11"5' - 1"1' - 0"9' - 0"5' - 7" 4' - 6"5' - 10"5' - 5"5' - 1"3' - 11"1' - 0"14' - 6" 10' - 9"4' - 0"4' - 6"5' - 0"1' - 8"12' - 10" 11' - 3"9' - 0"12' - 0"4' - 0" 8 8 8 8 5 5 15 15 13 13 13 13 16 16 16 16 8 8 8 8 5 5 15 15 13 13 13 13 16 16 16 16 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 7 A-7.1 TYP FLOOR PLAN LEGENDS WP DUPLE WATERPROOF OUTLET/GFI GF I DUPLEX OUTLET W/ GROUND FAULT CIRCUIT -INTERRUPTER DUPLEX CONVENIENCE OUTLET @ 12" ABOVE FLOOR & 9" ABOVE COUNTER @ KITCHEN & BATH DUPLEX OUTLET W/ ARC-FAULT INTERRUPTER AR C AC A/C CONDENSER UNIT. PROVIDE 36" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP PER ENERGY REPORT TV TELEVISION ANTENNA WITH CABLE READY TELEPHONE OUTLET G FUEL GAS VALVE HB HOSE BIB: ALL HOSE BIBS MUST BE PROTECTED BY ANANTI SIPHON DEVICE [CPC 603.1] EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. (100 CFM MIN) ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR A THERMOSTATIC MIXING VALUE WASHER SPACE WITH HOSE BIBB PROVIDED DRYER SPACE WITH PROPER VENTILATION TO OUTSIDE AIR AND GAS HOOK-UP A 48" WID/ 72" HT REFIGERATOR SPACE WITH WATER LINE PROVIDED 36" STOVE WITH 30" CLEARANCE WITH PROPER VENTILATION TO OUTSIDE AIR (100CFM MIN.)PROVIDE EXHAUST HOOD ABOVE FOR A MAX. 3 SONES AT 100 CFM DW 24" WIDE DISHWASHER WATER CLOSET (1.28 GALLONS PER FLUSH MAX)24" CLEAR IN FRONT AND 30" MIN WIDE COMPARTMENT. 200 AMP ELECTRICAL PANEL, LOCATION PER SCE PLANNER ELECTRICAL WATER HEATER 50 GALLON RHEEM XE50T10H22U0 OR EQUAL •FOR OUTLET LOCATED AT FIREWALL, PROTECT BOXES WITH LISTED 3M™ FIRE BARRIER MOLDABLE PUTTY PADS MPP+ 1/4" = 1'-0"1 3RD FLOOR CONSTRUCTION PLAN SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 1 7 A M A-2.2 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 3RD FLOOR CONSTRUCTION PLAN DOOR SCHEDULE 1 HALFROUND ENTRY 3' - 0"8' - 0" 2 SINGLE FLUSH 2' - 8"8' - 0" 3 SINGLE FLUSH 2' - 8"8' - 0" 4 4- PANEL GARAGE 16' - 0"8' - 0" 5 HALFROUND ENTRY 3' - 0"8' - 0" 6 HORIZ. SLIDER 6' - 0"8' - 0" 7 DBL. FLUSH 6' - 0"8' - 0" 8 SINGLE FLUSH 2' - 8"8' - 0" 9 4- PANEL GARAGE 16' - 0"8' - 0" 10 SINGLE FLUSH 2' - 8"8' - 0" 11 SINGLE FLUSH 2' - 8"8' - 0" 12 SINGLE FLUSH 2' - 6"8' - 0" 13 SINGLE FLUSH 2' - 6"8' - 0" 14 SINGLE FLUSH 2' - 8"8' - 0" 15 HORIZ. SLIDER 6' - 0"8' - 0" 16 SINGLE FLUSH 2' - 8"8' - 0" 17 SINGLE FLUSH 2' - 8"8' - 0" 18 SINGLE FLUSH 2' - 6"8' - 0" 19 SINGLE FLUSH 2' - 6"8' - 0" 20 SINGLE FLUSH 2' - 6"8' - 0" 21 SINGLE FLUSH 2' - 8"8' - 0" 22 SINGLE FLUSH 2' - 6"8' - 0" 23 SINGLE FLUSH 2' - 6"8' - 0" 24 SINGLE FLUSH 2' - 8"8' - 0" 25 SINGLE FLUSH 2' - 6"8' - 0" WINDOW SCHEDULE #WINDOW TYPE WD HT SILL HT. 1 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 2 CASEM.2' - 6"5' - 0"2' - 6" 3 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 4 HALF ROUND 2' - 0"4' - 6"7' - 0" 5 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 6 CASEM.2' - 6"5' - 0"2' - 6" 7 FIXED3 2' - 6"4' - 6"3' - 0" 8 CASEM.2' - 6"5' - 0"2' - 6" 9 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 10 CASEM.2' - 3"5' - 0"3' - 0" 11 CASEM.2' - 3"5' - 0"2' - 0" 12 CASEM.2' - 3"5' - 0"2' - 0" 13 CASEM.2' - 3"5' - 0"3' - 0" 14 CASEM.2' - 3"5' - 0"2' - 0" 15 CASEM.2' - 6"4' - 6"3' - 0" 16 DBL. CASEMENT 5' - 0"5' - 0"2' - 0" 17 HALF ROUND 2' - 0"4' - 6"7' - 0" 18 CASEM.2' - 3"4' - 6"3' - 0" 19 CASEM.2' - 3"4' - 6"3' - 0" 20 CASEM.2' - 6"4' - 6"3' - 0" 21 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 22 FIXED3 2' - 6"4' - 6"3' - 0" 23 FIXED3 2' - 6"4' - 6"3' - 0" 24 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 25 DBL. CASEMENT 5' - 0"5' - 0"2' - 6" 26 DBL. CASEMENT 5' - 0"4' - 6"3' - 0" 27 CASEM.2' - 6"4' - 6"2' - 6" 28 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 29 AWNING1 2' - 0"2' - 0"5' - 0" 30 AWNING1 2' - 0"2' - 0"5' - 0" 31 CASEM.2' - 0"4' - 0"3' - 0" 32 CASEM.2' - 3"5' - 0"2' - 0" 33 CASEM.2' - 3"5' - 0"2' - 0" 34 CASEM.2' - 3"5' - 0"2' - 0" 35 DBL. CASEMENT 5' - 0"4' - 6"2' - 6" 36 CASEM.2' - 6"4' - 6"2' - 6" 37 AWNING1 2' - 0"2' - 0"6' - 0" 38 FIXED3 2' - 6"4' - 6"2' - 6" 39 FIXED3 2' - 6"4' - 6"2' - 6" 40 CASEM.2' - 6"4' - 6"2' - 6" 41 CASEM.2' - 6"4' - 6"2' - 6" 42 CASEM.2' - 6"4' - 6"2' - 6" 43 AWNING1 2' - 0"2' - 0"5' - 0" 44 AWNING1 2' - 0"2' - 0"5' - 0" 45 CASEM.2' - 0"4' - 0"3' - 0" ABBREVIATIONS AW AWNING CLST CLOSET CS CASEMENT DBL DOUBLE FD FRENCH DOOR RT HALFROUND TOP SC SWING SOLID CORE SH SINGLE HUNG SL SLIDER TG TEMPERED GLASS FLOOR PLAN KEYNOTE 1 ELECTRICAL WATER HEATER 50 GALLON RHEEMXE50T10H22U0 OR EQUAL 2 ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND 7/8"STUCCO AT ALL GARAGE SIDE WALL SEPARATINGHABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIREGARAGE CEILING USABLE SPACE UNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS ANDCEILING ON ALL WALLS AND CEILING ATWASHER/DRYER AND WATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.ED. TYPE 'X' ON ALL WALLS, CEILING, POSTS, ANDBEAMS ADJACENT TO OR SUPPORTING THEDWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8"GYP.BD. TYPE 'X' ON ALL WALLS AND CEILING OFWATER HEATER WHERE THE OCCUPANCY SEPARATIONIS HORIZONTAL, STRUCTURAL MEMBERS SUPPORTINGTHE SEPARATION SHALL BE PROTECTED BYEQUIVALENT FIRE-RESISTIVE CONSTRUCTION 3 DROPPED CEILING 4 HIGH CEILING, DOUBLE HEIGHT SPACE (DIAGONALHATCH) 5 STAIR WOOD OR IRON HANDRAIL- 34" TO 38" HIGHFROM TREAD. 42" MIN BALUSTER GUARD HANDRAIL.REQUIRED GUARDS SHALL NOT HAVE OPENINGSFROM WALKING SURFACE TO REQUIRED GUARDHEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4INCHES IN DIAMETER 6 PROVIDE A 1 3/8" THICK DOOR, SELF-CLOSING ANDSELF-LATCHING DOOR WITH 20 MIN. S-RATING ANDTIGHT FITTING 7 STRAIGHT OPENING 8 CABINETS OR SHELVES 9 PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN &DRYER. EXHAUST DUCT- 4" DIAMETER EXHAUST FORDRYER. 6" DIAMETER EXHAUST FOR KITCHEN. LIMITEDTO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOWIN EXCESS OF 2. 10 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6"MAX HT ABOVE FINISH FLOOR 11 PROVIDE A 36" SQ CONCRETE PAD FOR THE A/CCONDENSER UNIT AND A NEARBY POSITIVE MEANS OFDISCONECT AND 120 VOLT RECEPTACLE. EXTERIORPADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATER SHALL BEA MINIMUM OF 3" ABOVE GRADE. [MC909.3;PC 510.6] 12 7/8" STUCCO ON ALL EXTERIOR WALLS W/ THREE COATAPPLICATIONS APPROVED BUILDING PAPER UNDER EXTERIORFINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALL WOODBASE SHEATHING. 13 WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT, FIBER-MATREINFORCED CEMENT, GLASS MAT GYPSUM ORFIBER-REINFORCED GYPSUM BACKERS, TO A HEIGHTOF NOT LESS THAN 72 INCHES ABOVE DRAIN INLET,SHALL BE USED AS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILING PANELS INSHOWER AREAS. MATERIALS OTHER THANSTRUCTURAL ELEMENTS SHALL BE MOISTURERESISTANT. GLASS ENCLOSURE DOORS AND PANELSMUST BE SAFTY GLAZING, CATEGORY II. SWING DOOROUTWARD. NET AREA OF SHOWER RECEPTOR SHALLBE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE. 14 SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZING INHAZARDOUS LOCATIONS MUST BE IDENTIFIED BY ALABEL (PERMANENT IF TEMPERED) AS SAFETYGLAZING. [2406]-GLAZING IN ALL DOORS.-GLAZING IN BATH AND SHOWER ENCLOSURES-GLAZING WITHIN A 24" ARC OF A DOOR EDGE-PANELS OVER 9 SQUARE FEET HAVING THE LOWESTEDGE LESS THAN 18" ABOVE THE FINISH-FLOOR AND HAVING A TOP EDGE GREATER THAN 36"ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYSWITH BOTTOM EDGE LESS THAN 60" ABOVE WALKINGSURFACE-WARDROBE DOORS. 15 STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRSMAY NOT EXCEED THE SMALLEST BY MORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TO HAVE 6'-8"MIN FROM NOSING OF TREAD. 16 VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT (KITCHEN ≥ 100CFM, BATHROOM ≥ 50 CFM) OR CONTINUOUS AIR(KITCHEN ≥ 5 AC/H) [CECE 150(o)] 17 LANDING, WITH A WIDTH NOT LESS THAN THE WIDTHOF DOOR AND LENGTH IN THE DIRECTION OF TRAVELOF NOT LESS THAN 36 INCHES, WILL BE PROVIDED ONEACH SIDE OF DOORS. THE ELEVATION OF LANDINGSHALL NOT EXCEED 1 1/2 INCH DIFFERENCE THAN THETHRESHOLD OF THE DOORWAY (7.75 INCH IF DOORDOES NOT SWING OVER LANDING OR STEPS) [CRCR311.3] 18 APPLIANCE FIREPLACE. SEE PLAN FOR F.P. BOX SIZE.PROVIDE F.G., IGNITOR SWITCH, DIRECT VENT ANDTERMINATION PER MFR., SPECS.. SEE MFR. SPECS.FOR RAISED HEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA 2.33-M98VENTED GAS FIREPLACE HEATERS. 19 THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDEAIR VENTILATION REQUIRED FOR GOOD HEALTH, THEFAN CONTROL SHOULD BE ON AT ALL TIMES WHENTHE BUILDING IS OCCUPIED, UNLESS THERE IS ASEVERE OUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN 20 1 HR FIRE RATED/ FIRE BLOCKING IS REQUIRED INCONCEALED SPACES 10' O.C. HORIZONTAL ANDVERTICALLY AT THE CEILING AND FLOOR LEVELS,CONNECTIONS BETWEEN HORIZONTAL AND VERTICALSPACES, CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES, DUCTS,CABLES WIRES, CHIMNEYS AND FIREPLACE/ ALLDUCTS AND ELEVATOR SHAFTS 21 A DRYER COMPARTMENT SHALL BE PROVIDED WITH AMIUIMUM OPENING OF 100 SQUARE INCHES FORMAKEUP AIR IN THE DOOR OR BY OTHER APPROVEDMEANS. [CMC 504.3.2] 22 WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICK OVER1/16" THICK MIN TEXTURE & COLOR COAT OVER 1/16"THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST COAT,AND OVER 2.5 POUND PER SQUARE YARD GALVANIZED METAL LATH OVER PLYWOOD ROOFSHEATING (TYP.) 23 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALLHAVE WALLS, UNDER-STAIR SURFACE AND ANYSOFFITS PROTECTED ON THE ENCLOSED SIDE WITH1/2-INCH GYPSUM BOARD. BUILDING CODE 1009.6.3 1. 2.A.B. THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN COMPLETED.FOR ALL GLAZING AT DOOR AND WINDOW:U-FACTOR:0.30SHGC: 0.23 No.DESCRIPTION DATE G GFI G GF I GGFI G GF I CMS CM S CM S CM S TO 2ND FLR TO 2ND FLR TO 2ND FLR TO 2ND FLR - A SOUND RATING OF ONE SONE OR LESS AT THE REQUIRED VENTILATION FLOW RATE IS REQUIRED FOR EACH CEILING MOUNTED WHOLE BUILDING VENTILATION FAN -THE EXHAUST FAN CONTROL USED FOR WHOLE-BUILDING CONTINUOUS OPERATION IS REQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS THERE IS A SEVERE OUTDOOR AIR CONTAMINATION FAMILY DWELLING GUIDELINES A.B. C. D. E. F. G. ELECTRONIC BALLASTS IF 13 WATTS OR MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN TABLE 150-C. BALLAST FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 KHZALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN-BASED SOCKETS UNLESS SPECIFICALLY APPROVED BY THE NEERGY COMMISSION. [ENS 150 (K)]ALL HEATING SYSTEM SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [ENS 150i]ALL ELECTRICAL OUTLETS ON THE BUILDING SHALL BE OF AFIC TYPE U.N.O. FOR SPECIFIC LOCATIONS ON THE PLANALL THE BATHROOM SHALL HAVE AT LEAST 120 AMP. ELECTRICAL OUTLET VENTILATION NOTES 1. 2. 3.4.5.6. 7.8. PIN-BASED LINEAR FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PIN-BASED COMPACT FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PULSE-START METAL HALIDE LUMINAIRES.HIGH PRESSURE SODIUM LUMINAIRES.LUMINAIRES WITH GU-24 SOCKETS OTHER THAN LEDS.LUMINAIRES WITH HARDWIRED HIGH FREQUENCY GENERATOR AND INDUCTION LAMP.INSEPARABLE SSL LUMINAIRES INSTALLED OUTDOORS.INSEPARABLE SSL LUMINARIES WITH COLORED LIGHT SOURCES FOR DECORATIVE LIGHTING PURPOSE. HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL LUMINAIRES INSTALLED IN RESIDENTIAL CONSTRUCTION MUST QUALIFY AS “HIGH EFFICACY LUMINAIRES.” THIS ELIMINATES VARYING REQUIREMENTS BY ROOM AND TYPE OF CONTROLS. THIS ALSO ELIMINATES THE NEED TO CALCULATE THE WATTAGE OF LOW VERSUS HIGH EFFICACY LUMINAIRES IN THE KITCHEN.THE DEFINITION OF “HIGH EFFICACY LUMINAIRES” HAS BEEN EXPANDED. IT INCLUDES THE LIGHT SOURCES IDENTIFIED AS EFFICIENT IN 2022 (LINEAR FLUORESCENT, PIN BASED COMPACT FLUORESCENT, GU-24 BASE CFL, HID, AND INDUCTION LIGHTING), AND NOW ALSO INCLUDES ANY LUMINAIRE THAT CONTAINS A JA8 COMPLIANT LAMP OR OTHER LIGHT SOURCE THAT IS APPROPRIATELY MARKED. JA8 CONTAINS REQUIREMENTS THAT ENSURE THAT LIGHT SOURCES, INCLUDING LAMPS AND LUMINAIRES, PROVIDE SUFFICIENT COLOR QUALITY, LIFE, AND ENERGY EFFICIENCY. TABLE 150.0-A OF §150.0 CONTAINS THE DEFINITION.ALL PERMANENTLY INSTALLED LUMINAIRES WITH INTERCHANGEABLE LAMPS MUST CONTAIN LAMPS THAT COMPLY WITH THE REQUIREMENTS OF JOINT APPENDIX 8 (JA8) AND BE APPROPRIATELY MARKED TO BE CONSIDERED “HIGH EFFICACY LUMINAIRES.”THE MARKING “JA8-2022” IS REQUIRED FOR COMPLIANCE AND SHALL ONLY BE USED ON LAMPS THAT MEET THE REQUIREMENTS OF JOINT APPENDIX 8 AND ARE LISTED IN THE ENERGY COMMISSION JA8 DATABASE.THE MARKING “JA8-2022-E” INDICATES THAT IN ADDITION TO THE REQUIREMENTS ABOVE FOR A JA8-2022 LIGHT SOURCE, THE LIGHT SOURCE HAS BEEN TESTED TO PROVIDE LONG LIFE AT ELEVATED TEMPERATURES. LIGHT SOURCES MUST BE MARKED “JA 8-2022-E” IF THEY ARE TO BE USED IN ENCLOSED OR RECESSED LUMINAIRES.RECESSED DOWNLIGHT LUMINAIRES AND ENCLOSED LUMINAIRES ARE REQUIRED TO CONTAIN A JA8 COMPLIANT LAMP THAT MEETS THE ELEVATED TEMPERATURE REQUIREMENT. RECESSED DOWNLIGHT LUMINAIRES WITH SCREW BASED SOCKETS ARE NO LONGER PERMITTED TO BE INSTALLED.THE BUILDER MUST PROVIDE THE NEW HOMEOWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA CODE OF REGULATIONS, PART 1, §10-103(B)) THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES SO THAT THE HOMEOWNER KNOWS WHAT LIGHT SOURCES THEY ARE ENTITLED TO WHEN THEY TAKE POSSESSION OF THE NEW HOME.INSPECTIONS FOR LIGHTING ARE MORE STRAIGHTFORWARD AS ALL LUMINARIES HAVE A HIGH EFFICACY LIGHT SOURCE AND THERE IS A COMPLETED LUMINAIRE SCHEDULE FOR THE INSPECTOR TO REVIEW.THE NUMBER OF BLANK ELECTRICAL BOXES (J-BOX) INSTALLED MORE THAN FIVE FEET ABOVE THE FINIHED FLOOR SHALL NOT BE GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES SHALL BE SERVED BY A DIMMER, A VACANCY SENSOR, OR FAN SPEED CONTROL.MANUAL ON/AUTOMATIC OFF OCCUPANT SENSOR MOTION SENSORS, PHOTO-CONTROL ASTRONOMICAL TIME CLOCK CONTROLS AND IMMERS INSTALLED TO COMPLY WITH §150.0(K) MUST HAVE BEEN CERTIFIED TO THE ENERGY COMMISSION BY THEIR MANUFACTURER, PURSUANT TO THE PROVISIONS OF THE TITLE 20 APPLIANCE EFFICIENCY REGULATIONS (TITLE 20 CALIFORNIA CODE OF REGULATIONS, §1606), AS REQUIRED BY §110.9THE ENERGY STANDARDS REQUIRE VACANCY SENSORS TO CONTROL AT LEAST ONE LUMINAIRE IN THE FOLLOWING ROOM TYPES: BATHROOMS. UTILITY ROOMS. LAUNDRY ROOMS. GARAGES.ALL OUTDOOR LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT ARE HIGH EFFICACY, AND ARE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY PHOTOCELL AND MOTION SENSOR AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: 1. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. 2. ASTRONOMICAL TIME CLOCK CONTROLS THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) THAT FUNCTIONS AS AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 2022 TITLE 24, PART 6 RESIDENTIAL LIGHTING DESIGN GUIDE 1. 2. 3. THE SERIVCE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERFCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUITURE EV CHARGIN AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE.THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICERACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR A SUBPOANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET, BOX OR ENCLOSURE. FUTURE ELECTRIC VEHICLE NOTESREFLECTED CEILING PLAN LEGENDS CEILING RECESS LIGHT (HE=HIGH EFFICACY) SURFACE MOUNTING CEILING LIGHT (HE=HIGH EFFICACY) BRACKET MOUNTED WALL LIGHT (HE=HIGH EFFICACY) FAN- 15 AIR CHANGED PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. (50 CFM MIN.) -> FAN ARE NOT PARTS OF A WHOLE HOUSE SYSTEM ARE ENERGY STAR COMPLIANT AND EQUIP WITH HUMIDITY CONTROLS CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF <50 PERCENT TO A MAX. OF 80 PERCENT. TO BE CONTROLLED BY HUMIDITY SENSOR SWITCH * LEGEND:3 3 WAY SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY SENSOR * F SURFACE MOUNTED CEILING LIGHT (HIGH EFFICACY FLUORESCENT) S (UL 217 RATED) HARD WIRED SMOKE DETECTOR WITH BACKUP BATTERIES. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY SERVE. SMOKE ALARMS SHALL BE PRIOVIDED IN ALL NEW CONSTRUCTION LOCATED IN EACH SLEEPING AREA, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND AT EACH ADDITION FLOOR OR BASEMENT LEVEL [CRC R314.4] CM UL 2034/2075 UL RATED CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED IN NEW HOMES. [CRC R315.1.1 & R315.1.2], ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR BEDROOMS AND ON EVERY LEVEL INCLUDING BASEMENT [CRC R315.3] ATTIC ACCESS AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY. 200 AMP. MIN ELECTRICAL PANEL 2-4' LONG SURFACE MOUNTED FLUORESCENT LIGHT (HE=HIGH EFFICACY) WHOLE HOUSE EXHAUST FAN INSTALL PER MFR'S. SPECS. SEE FLOW RATE CALCULATION & ENERGY REPORT SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 2 4 A M A-3.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 1ST FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN No.DESCRIPTION DATE - A SOUND RATING OF ONE SONE OR LESS AT THE REQUIRED VENTILATION FLOW RATE IS REQUIRED FOR EACH CEILING MOUNTED WHOLE BUILDING VENTILATION FAN -THE EXHAUST FAN CONTROL USED FOR WHOLE-BUILDING CONTINUOUS OPERATION IS REQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS THERE IS A SEVERE OUTDOOR AIR CONTAMINATION FAMILY DWELLING GUIDELINES A.B. C. D. E. F. G. ELECTRONIC BALLASTS IF 13 WATTS OR MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN TABLE 150-C. BALLAST FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 KHZALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN-BASED SOCKETS UNLESS SPECIFICALLY APPROVED BY THE NEERGY COMMISSION. [ENS 150 (K)]ALL HEATING SYSTEM SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [ENS 150i]ALL ELECTRICAL OUTLETS ON THE BUILDING SHALL BE OF AFIC TYPE U.N.O. FOR SPECIFIC LOCATIONS ON THE PLANALL THE BATHROOM SHALL HAVE AT LEAST 120 AMP. ELECTRICAL OUTLET VENTILATION NOTES 1. 2. 3.4.5.6. 7.8. PIN-BASED LINEAR FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PIN-BASED COMPACT FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PULSE-START METAL HALIDE LUMINAIRES.HIGH PRESSURE SODIUM LUMINAIRES.LUMINAIRES WITH GU-24 SOCKETS OTHER THAN LEDS.LUMINAIRES WITH HARDWIRED HIGH FREQUENCY GENERATOR AND INDUCTION LAMP.INSEPARABLE SSL LUMINAIRES INSTALLED OUTDOORS.INSEPARABLE SSL LUMINARIES WITH COLORED LIGHT SOURCES FOR DECORATIVE LIGHTING PURPOSE. HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL LUMINAIRES INSTALLED IN RESIDENTIAL CONSTRUCTION MUST QUALIFY AS “HIGH EFFICACY LUMINAIRES.” THIS ELIMINATES VARYING REQUIREMENTS BY ROOM AND TYPE OF CONTROLS. THIS ALSO ELIMINATES THE NEED TO CALCULATE THE WATTAGE OF LOW VERSUS HIGH EFFICACY LUMINAIRES IN THE KITCHEN.THE DEFINITION OF “HIGH EFFICACY LUMINAIRES” HAS BEEN EXPANDED. IT INCLUDES THE LIGHT SOURCES IDENTIFIED AS EFFICIENT IN 2022 (LINEAR FLUORESCENT, PIN BASED COMPACT FLUORESCENT, GU-24 BASE CFL, HID, AND INDUCTION LIGHTING), AND NOW ALSO INCLUDES ANY LUMINAIRE THAT CONTAINS A JA8 COMPLIANT LAMP OR OTHER LIGHT SOURCE THAT IS APPROPRIATELY MARKED. JA8 CONTAINS REQUIREMENTS THAT ENSURE THAT LIGHT SOURCES, INCLUDING LAMPS AND LUMINAIRES, PROVIDE SUFFICIENT COLOR QUALITY, LIFE, AND ENERGY EFFICIENCY. TABLE 150.0-A OF §150.0 CONTAINS THE DEFINITION.ALL PERMANENTLY INSTALLED LUMINAIRES WITH INTERCHANGEABLE LAMPS MUST CONTAIN LAMPS THAT COMPLY WITH THE REQUIREMENTS OF JOINT APPENDIX 8 (JA8) AND BE APPROPRIATELY MARKED TO BE CONSIDERED “HIGH EFFICACY LUMINAIRES.”THE MARKING “JA8-2022” IS REQUIRED FOR COMPLIANCE AND SHALL ONLY BE USED ON LAMPS THAT MEET THE REQUIREMENTS OF JOINT APPENDIX 8 AND ARE LISTED IN THE ENERGY COMMISSION JA8 DATABASE.THE MARKING “JA8-2022-E” INDICATES THAT IN ADDITION TO THE REQUIREMENTS ABOVE FOR A JA8-2022 LIGHT SOURCE, THE LIGHT SOURCE HAS BEEN TESTED TO PROVIDE LONG LIFE AT ELEVATED TEMPERATURES. LIGHT SOURCES MUST BE MARKED “JA 8-2022-E” IF THEY ARE TO BE USED IN ENCLOSED OR RECESSED LUMINAIRES.RECESSED DOWNLIGHT LUMINAIRES AND ENCLOSED LUMINAIRES ARE REQUIRED TO CONTAIN A JA8 COMPLIANT LAMP THAT MEETS THE ELEVATED TEMPERATURE REQUIREMENT. RECESSED DOWNLIGHT LUMINAIRES WITH SCREW BASED SOCKETS ARE NO LONGER PERMITTED TO BE INSTALLED.THE BUILDER MUST PROVIDE THE NEW HOMEOWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA CODE OF REGULATIONS, PART 1, §10-103(B)) THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES SO THAT THE HOMEOWNER KNOWS WHAT LIGHT SOURCES THEY ARE ENTITLED TO WHEN THEY TAKE POSSESSION OF THE NEW HOME.INSPECTIONS FOR LIGHTING ARE MORE STRAIGHTFORWARD AS ALL LUMINARIES HAVE A HIGH EFFICACY LIGHT SOURCE AND THERE IS A COMPLETED LUMINAIRE SCHEDULE FOR THE INSPECTOR TO REVIEW.THE NUMBER OF BLANK ELECTRICAL BOXES (J-BOX) INSTALLED MORE THAN FIVE FEET ABOVE THE FINIHED FLOOR SHALL NOT BE GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES SHALL BE SERVED BY A DIMMER, A VACANCY SENSOR, OR FAN SPEED CONTROL.MANUAL ON/AUTOMATIC OFF OCCUPANT SENSOR MOTION SENSORS, PHOTO-CONTROL ASTRONOMICAL TIME CLOCK CONTROLS AND IMMERS INSTALLED TO COMPLY WITH §150.0(K) MUST HAVE BEEN CERTIFIED TO THE ENERGY COMMISSION BY THEIR MANUFACTURER, PURSUANT TO THE PROVISIONS OF THE TITLE 20 APPLIANCE EFFICIENCY REGULATIONS (TITLE 20 CALIFORNIA CODE OF REGULATIONS, §1606), AS REQUIRED BY §110.9THE ENERGY STANDARDS REQUIRE VACANCY SENSORS TO CONTROL AT LEAST ONE LUMINAIRE IN THE FOLLOWING ROOM TYPES: BATHROOMS. UTILITY ROOMS. LAUNDRY ROOMS. GARAGES.ALL OUTDOOR LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT ARE HIGH EFFICACY, AND ARE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY PHOTOCELL AND MOTION SENSOR AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: 1. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. 2. ASTRONOMICAL TIME CLOCK CONTROLS THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) THAT FUNCTIONS AS AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 2022 TITLE 24, PART 6 RESIDENTIAL LIGHTING DESIGN GUIDE 1. 2. 3. THE SERIVCE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERFCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUITURE EV CHARGIN AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE.THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICERACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR A SUBPOANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET, BOX OR ENCLOSURE. FUTURE ELECTRIC VEHICLE NOTES CMS S S CMS CM S S S CM S TO 1ST FLOOR TO 2ND FLOOR TO 1ST FLOOR TO 2ND FLOOR TO 1ST FLOOR TO 2ND FLOOR TO 1ST FLOOR TO 2ND FLOOR REFLECTED CEILING PLAN LEGENDS CEILING RECESS LIGHT (HE=HIGH EFFICACY) SURFACE MOUNTING CEILING LIGHT (HE=HIGH EFFICACY) BRACKET MOUNTED WALL LIGHT (HE=HIGH EFFICACY) FAN- 15 AIR CHANGED PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. (50 CFM MIN.) -> FAN ARE NOT PARTS OF A WHOLE HOUSE SYSTEM ARE ENERGY STAR COMPLIANT AND EQUIP WITH HUMIDITY CONTROLS CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF <50 PERCENT TO A MAX. OF 80 PERCENT. TO BE CONTROLLED BY HUMIDITY SENSOR SWITCH * LEGEND:3 3 WAY SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY SENSOR * F SURFACE MOUNTED CEILING LIGHT (HIGH EFFICACY FLUORESCENT) S (UL 217 RATED) HARD WIRED SMOKE DETECTOR WITH BACKUP BATTERIES. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY SERVE. SMOKE ALARMS SHALL BE PRIOVIDED IN ALL NEW CONSTRUCTION LOCATED IN EACH SLEEPING AREA, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND AT EACH ADDITION FLOOR OR BASEMENT LEVEL [CRC R314.4] CM UL 2034/2075 UL RATED CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED IN NEW HOMES. [CRC R315.1.1 & R315.1.2], ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR BEDROOMS AND ON EVERY LEVEL INCLUDING BASEMENT [CRC R315.3] ATTIC ACCESS AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY. 200 AMP. MIN ELECTRICAL PANEL 2-4' LONG SURFACE MOUNTED FLUORESCENT LIGHT (HE=HIGH EFFICACY) WHOLE HOUSE EXHAUST FAN INSTALL PER MFR'S. SPECS. SEE FLOW RATE CALCULATION & ENERGY REPORT SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 2 9 A M A-3.1 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 2ND FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"1 2ND FLOOR REFLECTED CEILING PLAN No.DESCRIPTION DATE REFLECTED CEILING PLAN LEGENDS CEILING RECESS LIGHT (HE=HIGH EFFICACY) SURFACE MOUNTING CEILING LIGHT (HE=HIGH EFFICACY) BRACKET MOUNTED WALL LIGHT (HE=HIGH EFFICACY) FAN- 15 AIR CHANGED PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. (50 CFM MIN.) -> FAN ARE NOT PARTS OF A WHOLE HOUSE SYSTEM ARE ENERGY STAR COMPLIANT AND EQUIP WITH HUMIDITY CONTROLS CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF <50 PERCENT TO A MAX. OF 80 PERCENT. TO BE CONTROLLED BY HUMIDITY SENSOR SWITCH * LEGEND:3 3 WAY SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY SENSOR * F SURFACE MOUNTED CEILING LIGHT (HIGH EFFICACY FLUORESCENT) S (UL 217 RATED) HARD WIRED SMOKE DETECTOR WITH BACKUP BATTERIES. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING UNIT WHICH THEY SERVE. SMOKE ALARMS SHALL BE PRIOVIDED IN ALL NEW CONSTRUCTION LOCATED IN EACH SLEEPING AREA, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND AT EACH ADDITION FLOOR OR BASEMENT LEVEL [CRC R314.4] CM UL 2034/2075 UL RATED CARBON MONOXIDE ALARMS: CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED IN NEW HOMES. [CRC R315.1.1 & R315.1.2], ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR BEDROOMS AND ON EVERY LEVEL INCLUDING BASEMENT [CRC R315.3] ATTIC ACCESS AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY. 200 AMP. MIN ELECTRICAL PANEL 2-4' LONG SURFACE MOUNTED FLUORESCENT LIGHT (HE=HIGH EFFICACY) WHOLE HOUSE EXHAUST FAN INSTALL PER MFR'S. SPECS. SEE FLOW RATE CALCULATION & ENERGY REPORT - A SOUND RATING OF ONE SONE OR LESS AT THE REQUIRED VENTILATION FLOW RATE IS REQUIRED FOR EACH CEILING MOUNTED WHOLE BUILDING VENTILATION FAN -THE EXHAUST FAN CONTROL USED FOR WHOLE-BUILDING CONTINUOUS OPERATION IS REQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS THERE IS A SEVERE OUTDOOR AIR CONTAMINATION FAMILY DWELLING GUIDELINES A.B. C. D. E. F. G. ELECTRONIC BALLASTS IF 13 WATTS OR MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN TABLE 150-C. BALLAST FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO LESS THAN 20 KHZALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN-BASED SOCKETS UNLESS SPECIFICALLY APPROVED BY THE NEERGY COMMISSION. [ENS 150 (K)]ALL HEATING SYSTEM SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [ENS 150i]ALL ELECTRICAL OUTLETS ON THE BUILDING SHALL BE OF AFIC TYPE U.N.O. FOR SPECIFIC LOCATIONS ON THE PLANALL THE BATHROOM SHALL HAVE AT LEAST 120 AMP. ELECTRICAL OUTLET VENTILATION NOTES 1. 2. 3.4.5.6. 7.8. PIN-BASED LINEAR FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PIN-BASED COMPACT FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.PULSE-START METAL HALIDE LUMINAIRES.HIGH PRESSURE SODIUM LUMINAIRES.LUMINAIRES WITH GU-24 SOCKETS OTHER THAN LEDS.LUMINAIRES WITH HARDWIRED HIGH FREQUENCY GENERATOR AND INDUCTION LAMP.INSEPARABLE SSL LUMINAIRES INSTALLED OUTDOORS.INSEPARABLE SSL LUMINARIES WITH COLORED LIGHT SOURCES FOR DECORATIVE LIGHTING PURPOSE. HIGH EFFICACY LIGHT SOURCES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. ALL LUMINAIRES INSTALLED IN RESIDENTIAL CONSTRUCTION MUST QUALIFY AS “HIGH EFFICACY LUMINAIRES.” THIS ELIMINATES VARYING REQUIREMENTS BY ROOM AND TYPE OF CONTROLS. THIS ALSO ELIMINATES THE NEED TO CALCULATE THE WATTAGE OF LOW VERSUS HIGH EFFICACY LUMINAIRES IN THE KITCHEN.THE DEFINITION OF “HIGH EFFICACY LUMINAIRES” HAS BEEN EXPANDED. IT INCLUDES THE LIGHT SOURCES IDENTIFIED AS EFFICIENT IN 2022 (LINEAR FLUORESCENT, PIN BASED COMPACT FLUORESCENT, GU-24 BASE CFL, HID, AND INDUCTION LIGHTING), AND NOW ALSO INCLUDES ANY LUMINAIRE THAT CONTAINS A JA8 COMPLIANT LAMP OR OTHER LIGHT SOURCE THAT IS APPROPRIATELY MARKED. JA8 CONTAINS REQUIREMENTS THAT ENSURE THAT LIGHT SOURCES, INCLUDING LAMPS AND LUMINAIRES, PROVIDE SUFFICIENT COLOR QUALITY, LIFE, AND ENERGY EFFICIENCY. TABLE 150.0-A OF §150.0 CONTAINS THE DEFINITION.ALL PERMANENTLY INSTALLED LUMINAIRES WITH INTERCHANGEABLE LAMPS MUST CONTAIN LAMPS THAT COMPLY WITH THE REQUIREMENTS OF JOINT APPENDIX 8 (JA8) AND BE APPROPRIATELY MARKED TO BE CONSIDERED “HIGH EFFICACY LUMINAIRES.”THE MARKING “JA8-2022” IS REQUIRED FOR COMPLIANCE AND SHALL ONLY BE USED ON LAMPS THAT MEET THE REQUIREMENTS OF JOINT APPENDIX 8 AND ARE LISTED IN THE ENERGY COMMISSION JA8 DATABASE.THE MARKING “JA8-2022-E” INDICATES THAT IN ADDITION TO THE REQUIREMENTS ABOVE FOR A JA8-2022 LIGHT SOURCE, THE LIGHT SOURCE HAS BEEN TESTED TO PROVIDE LONG LIFE AT ELEVATED TEMPERATURES. LIGHT SOURCES MUST BE MARKED “JA 8-2022-E” IF THEY ARE TO BE USED IN ENCLOSED OR RECESSED LUMINAIRES.RECESSED DOWNLIGHT LUMINAIRES AND ENCLOSED LUMINAIRES ARE REQUIRED TO CONTAIN A JA8 COMPLIANT LAMP THAT MEETS THE ELEVATED TEMPERATURE REQUIREMENT. RECESSED DOWNLIGHT LUMINAIRES WITH SCREW BASED SOCKETS ARE NO LONGER PERMITTED TO BE INSTALLED.THE BUILDER MUST PROVIDE THE NEW HOMEOWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA CODE OF REGULATIONS, PART 1, §10-103(B)) THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES SO THAT THE HOMEOWNER KNOWS WHAT LIGHT SOURCES THEY ARE ENTITLED TO WHEN THEY TAKE POSSESSION OF THE NEW HOME.INSPECTIONS FOR LIGHTING ARE MORE STRAIGHTFORWARD AS ALL LUMINARIES HAVE A HIGH EFFICACY LIGHT SOURCE AND THERE IS A COMPLETED LUMINAIRE SCHEDULE FOR THE INSPECTOR TO REVIEW.THE NUMBER OF BLANK ELECTRICAL BOXES (J-BOX) INSTALLED MORE THAN FIVE FEET ABOVE THE FINIHED FLOOR SHALL NOT BE GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES SHALL BE SERVED BY A DIMMER, A VACANCY SENSOR, OR FAN SPEED CONTROL.MANUAL ON/AUTOMATIC OFF OCCUPANT SENSOR MOTION SENSORS, PHOTO-CONTROL ASTRONOMICAL TIME CLOCK CONTROLS AND IMMERS INSTALLED TO COMPLY WITH §150.0(K) MUST HAVE BEEN CERTIFIED TO THE ENERGY COMMISSION BY THEIR MANUFACTURER, PURSUANT TO THE PROVISIONS OF THE TITLE 20 APPLIANCE EFFICIENCY REGULATIONS (TITLE 20 CALIFORNIA CODE OF REGULATIONS, §1606), AS REQUIRED BY §110.9THE ENERGY STANDARDS REQUIRE VACANCY SENSORS TO CONTROL AT LEAST ONE LUMINAIRE IN THE FOLLOWING ROOM TYPES: BATHROOMS. UTILITY ROOMS. LAUNDRY ROOMS. GARAGES.ALL OUTDOOR LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT ARE HIGH EFFICACY, AND ARE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY PHOTOCELL AND MOTION SENSOR AND ONE OF THE FOLLOWING AUTOMATIC CONTROL TYPES: 1. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. 2. ASTRONOMICAL TIME CLOCK CONTROLS THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. ENERGY MANAGEMENT CONTROL SYSTEM (EMCS) THAT FUNCTIONS AS AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 2022 TITLE 24, PART 6 RESIDENTIAL LIGHTING DESIGN GUIDE 1. 2. 3. THE SERIVCE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERFCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUITURE EV CHARGIN AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED EV CAPABLE.THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICERACEWAY SHALL ORIGINATE AT THE MAIN SERVICE OR A SUBPOANEL AND TERMINATE IN CLOSE PROXIMITY TO THE PROPOSED LOCATION OF THE CHARGING SYSTEM INTO A LISTED CABINET, BOX OR ENCLOSURE. FUTURE ELECTRIC VEHICLE NOTES CM S S S S S S S S S CMSCMS S CM TO 1ST FLOOR TO 1ST FLOOR TO 1ST FLOOR TO 1ST FLOOR 30x30 ATTIC ACCESS 30x30 ATTIC ACCESS 30x30 ATTIC ACCESS 30x30 ATTIC ACCESS 15 A-7.0 TYP SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 3 4 A M A-3.2 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 3RD FLOOR REFLECTED CEILING PLAN 1/4" = 1'-0"1 3RD FLOOR REFLECTED CEILING PLAN No.DESCRIPTION DATE 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 1 2356 7 8 9 10 3' - 3" PL PL 6' - 0 " 9' - 6"3' - 0" 6' - 0 " 6' HT X 9'-6" WIDE W.I. DRIVEWAY GATEBLACK6' HT X 3' WIDE W.I. PEDESTRIAN GATEBLACK 1 A-5.0 3 A-7.0 TYP 11 A-7.0 TYP 20 A-7.1 TYP 16 A-7.1 TYP 1 A-7.0 TYP 2 A-7.0 TYP DECORATIVE CHIMNEY 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 0' - 6 " 9' - 0 " 1' - 0 " 9' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 2' - 1 1 " 30 ' - 0 " 4 2 A-5.0 6 A-7.0 TYP 7 A-7.0 TYP DECORATIVE CHIMNEY 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 1 A-5.0 19 A-7.0 TYP 18 A-7.0 TYP 20 A-7.0 TYP DECORATIVE CHIMNEY 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 2' - 1 1 " 1' - 0 " 8' - 6 " 1' - 0 " 9' - 0 " 1' - 0 " 9' - 0 " 0' - 6 " 30 ' - 0 " 2 A-5.0 DECORATIVE CHIMNEY SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 3 8 A M A-4.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 ELEVATION 1/4" = 1'-0"1 FRONT ELEVATION 1/4" = 1'-0"2 REAR ELEVATION 1/4" = 1'-0"3 DRIVEWAY SIDE ELEVATION 1/4" = 1'-0"4 INTERIOR SIDE ELEVATION CONCRETE ROOFING:EAGLE ROOFING PRODUCTS ICC ER1900CAPISTRANO SUNSET BLEND EXTERIOR WALL STUCCO :MERLEXP100 20/30 FINISH FOAM MOULDING :MERLEXP100 ACID WASHED GARAGE DOOR :C.H.I. OVERLAY RECESSED PANELDUNN EDWARDS - BLACK WALNUT VINYL DOORS & WINDOWS:MILGARD TRINSIC, RECESSEDBRONZE WOOD WORK :TREATED WOOD PAINTEDDUNN EDWARDS BLACK WALNUT EXTERIOR WALL LIGHT :CHESTERHILL 4-LIGHT WALL LANTERNGRECIAN BRONZE WINDOW SHUTTER :ATLANTIC SHUTTER RECESSED PANELCHARLESTON GREEN CANVAS AWNING:GENERAL AWNINGMATCH SHUTTER COLOR BRICK VENEER:RIVERSIDE BRICK8601 SMOOTH 1 2 3 4 5 6 7 8 9 10 No.DESCRIPTION DATE 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 2 A-5.0 M. BEDROOM 8' - 6" HT. GREAT ROOM 9' - 0" HT. GREAT ROOM 9' - 0" HT. 2-CAR GARAGE A-7.0 14 TYP A-7.03 TYP A-7.013 TYP A-7.15 TYP A-7.1 6 TYP A-7.17 TYP A-7.0 10 TYP 1ST F.F. 1ST CLG NATURAL GRADE 2ND F.F. 2ND CLG 3RD F.F. 3RD CLG HEIGHT LIMIT 1 A-5.0 6" 9' - 0 " 1' - 0 " 9' - 0 " 1' - 0 " 8' - 6 " 1' - 0 " 2' - 1 1 " 30 ' - 0 " GREAT ROOM 9' - 0" HT. BEDROOM 1 9' - 0" HT. M. BEDROOM 8' - 6" HT. BEDROOM 2 8' - 6" HT. 2-CAR GARAGE A-7.18 TYP 1 SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 4 0 A M A-5.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 SECTION 1. 2. 3. A. B.C. 4. 5. 6. 7. PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON ALL WALLS AND CEILING PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON GARAGE WALLS AND CEILING, SEPARATING HABITABLE SPACE PROVIDE INSULATION TO ALL EXTERIOR WALLS, FLOORS ABOVE GARAGE AND CEILING SEPARATING THE ATTIC: EXTERIOR WALL:R-19 ROOF:R-30FLOOR:R-19 FIRST FLOOR W/ CONCRETE SLAB ON GRADE A RADIANT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN ACCORDANCE WITH ASTM E 96 SHALL BE INSTALLED ON THE WARM SIDE OF THE ATTIC INSULATION AT THE ROOF OF 1ST AND 2ND FLOOR. 1" GAP MIN. BETW. BOTTOM OF ROOF SHEATHING AND INSULATION REQUIRED PROVIDE QUALITY INSULATION INSTALLATION (QII) PER ENERGY REPORT SECTION NOTES 1/4" = 1'-0"1 LONGITUDINAL SECTION 1/4" = 1'-0"2 CROSS SECTION No.DESCRIPTION DATE 1 PCC#1 6/5/2023 3. 0 : 1 2 3. 0 : 1 2 3.0:12 3.0:12 3. 0 : 1 2 3.0:12 3.0:12 3. 0 : 1 2 3.0:12 3.0:12 3. 0 : 1 2 3. 0 : 1 2 3. 0 : 1 2 3.0:12 3.0:12 3. 0 : 1 2 3. 0 : 1 2 3. 0 : 1 2 3.0:12 3.0:12 3.0:12 3. 0 : 1 2 3.0:12 3. 0 : 1 2 3.0:12 3. 0 : 1 2 3.0:12 3. 0 : 1 2 3.0:12 3.0:12 3.0:12 3.0:12 3.0:123.0:12 1 A-5.0 1 A-5.0 2 A-5.0 2 A-5.0 PV SYSTEM AREAPV SYSTEM AREA PV SYSTEM AREA PV SYSTEM AREA 3 A-7.0 TYP 9 A-7.0 TYP 17 A-7.0 TYP SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 4 2 A M A-6.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 ROOF PLAN 1/4" = 1'-0"1 ROOF PLAN RADIANT BARRIER O'HAGIN'S VENT, S MODEL (ICC-ES 9650A)-12" MIN ABOVE INSULATION LINE-NET FREE VENTILATION AREA: 97.50 S.I.-OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH OPENINGS -NFVA* - 97.50 sq. in. (629.0 sq. cm.)-WEIGHT PER VENT -GALVANIZED 26 ga • 6.00 - 6.50 Lbs, (2.24 - 2.43) Kg-ALUMINUM .032 • 3.25 - 3.75 Lbs, (1.21 -1.40) Kg-COPPER 16 oz • 9.00 - 9.50 Lbs, (3.36 - 3.55) Kg EAGLE ROOFING PRODUCTS5MC#8616 ER-1900CONCRETE ROOF TILE CLASS 'A': PRODUCT CAPISTRANO, SAN MATEO ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCYi. SEE ROOF PLAN FOR ROOF SLOPES No.DESCRIPTION DATE 1. 2.3.4.5.6.7. 8.9.10.11.12. EXTERIOR FINSIH PER ELEVATIONS 2 LAYERS GRADE 'D' PAPERINTERIOR FINISHINSULATION PER T-24'MOISTOP' FLASHING PAPERPRECAST DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLANWOOD CASINGAPPROVED WEATHRE STRIPPINGDOOR PER DOOR SCHEDULEONE PIECE MILLED DOOR FRAME WITH DRIP CUT 1 32 45 6 7 8 9 10 11 12 1 3 2 4 5 6 7 891011 12 1.2.3. 4.5.6.7.8.9.10.11.12. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPERINTERIOR FINISH INSULATION PER T-24'MOISTOP' FLASHING PAPERPRECAST DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLANWOOD CASINGAPPROVED WEATHRE STRIPPINGDOOR PER DOOR SCHEDULEONE PIECE MILLED DOOR FRAME WITH DRIP CUT 1.2.3.4.5. 6. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER'MOISTOP' FLASHING PAPER6" WOOD DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLAN 1 2 3 4 5 6 1.2.3.4.5. 6. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER'MOISTOP' FLASHING PAPERGARAGE DOOR OPENING24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPPOST PER STR PLAN 123 4 56 8 7 1.2.3.4.5.6.7.8. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2- 2X4 FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULE 12345 6 2" R E C E S S `3" 1.2.3.4.5.6.7.8.• • CONCRETE SPANISH ROOF TILE "S" TILE U.N.O.2X3 RIDGER NAILER CONTINUOUSWEAVED UNDERLAYMENT 30 LB. FELT MIN.ROOF SHEATINGCONCRETE RIDGE TILEROOF RAFTER OR TRUSS PER PLAN TYP.RIDGE BOARD OR 2X BLOCKING PER PLAN TYP.CEMENT GROUT FILL TYP.PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION RECOOMENDATIONSAPPLY CONT. BEAD OF ROOF MASTIC OVER NOSE ENDS OF EACH RIDGE TILE 1 2 3 4 5 6 7 8 PROVIDE NAILING, BATTENSAND WIND CLIPS PER MFR.INSTALLATION RECOMMENDATIONS 6" M I N . 1. 2. 3. 4.5. 6. 7. CONCRETE SPANISH ROOF TILE "S" TILE U.N.O.26 GA. G.I. CORROSION-RESISTANT WEEP SCREED 4" MIN ON TILE TYP.WEAVED UNDERLAYMENT 30 LB. FELT MIN. ROOF SHEATING60 MINUTE GRADE 'D' PAPERROOF RAFTER OR TRUSS PER PLAN TYP.10" X 1/4" LUAN BOARD 1 2 3 3 4 5 6 7 12" MIN. 1 23 45 6 1.2.3.4.5.6. 7.• CONCRETE SPANISH ROOF TILE "S" TILE U.N.O.26 GA. G.I. VALLEY FLASHING W/ CRIMPED EDGE TYP.WEAVED UNDERLAYMENT 30 LB. FELT MIN.ROOF SHEATING30 LB. SWEAT SHEET UNDER FLASHING, MIN. 36" WIDEROOF RAFTER OR TRUSS PER PLAN TYP. VALLEY BOARD OR BLOCKING PER PLAN TYP.PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION RECOOMENDATIONS 7 1 2 3 5 1.2.3.4.5. EXTERIOR FINSIH PER ELEVATIONSEXTERIOR SHEATHING2X STUD WALL PER STR. PLANINSULATION PER T-24INTERIOR SHEATHING 4 1.2.3.4. 5. 6. 7.8.9.10.11. EXTERIOR FINSIH PER ELEVATIONSROOF SHEATHING2X FASCIA BOARD PER ELEVATIONUNDERLAYMENT 30 LB. FELT MIN. (DOUBLE UNDERLAYMENT REQ'D FOR ROOF SLOPE <4:12) 24 GUAGE SHEET METAL FLASHING WITH 1/4" DRIPEAVE RISER TYP. 2 LAYER GRADE 'D' PAPERROOF FRAMING PER STR PLANMETAL STRIP VENT PER ROOF PLANPRECAST-FOAM CROWN MOULDINGBLOCKING WITH (3) 3" DIA. HOLES (21 S.I.)ON EVERY OTHER BLOCK PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION RECOMMENDATIONS 1 2 3 4 5 6 7 8 9 10 11 1.2.3.4.5.6.7.8. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULE 8 7 1 2 3 4 5 6 2" RECESS `3 " 1.2.3. GYPSUM BOARDINSULATION PER T-242X STUD WALL 1 2 3 A. B. C. NOTE: LINE-WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH (NETTING) FOR PORTLAND CEMENT PLASTER (STUCCO), SHALL BE INSTALLED AS FOLLOWS:WIRE GAUGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OFPERIPHERAL FLASHING, AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE BACKING.NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE FLASHING MATERIAL. WINDOW FLASHINGSECTION 1402.2 OF THE CODE STATES THAT "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF." 1. ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH ROUGH SILL - EXTEND BEYOND EDGE OF ROUGH OPENING AT LEAST 8".SECURE ALL MOISTSTOP (OR EQUAL) WITH GALBANIZED NAILS OR POWER STAPLES. WINDOW R.O. 8" SILL LINTEL 2. ATTACH JAMB STRIP WITH SIDE EDGE EVEN WITH ROUGH JAMB FRAMING. START STRIP 1" BELOW LOWER EDGE OF SILL STRIP AND EXTEND 4" ABOVE LOWER EDGE OF LINTEL. WINDOW R.O. 4" 1" 3. INSTALL WINDOW JAMB NAILING FLANGES OVER A CONTINUOUS BEAD OF SEALANT ON THE MOISTSTOP (OR EQUAL). INSTALL THE WINDOW HEAD MOISTSTOP (OR EQUAL) ON A CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW HEAD NAILING FLANGE.THE ABOVE METHOD APPLIES ONLY TO MOST COMMONLY USED TYPE OIF METAL FRAME (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMS SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURER'S RECOMMENDATIONS 4. COMMENCING AT THE BOTTOM (SOLE PLATE) OF THE WALL, LAY BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE. DO NOT SLICE BUILDING PAPER HORIOZONTALLY SO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS. INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B, C, D, ETC.) OVER JAMB AND HEAD FLANGES. LAPPING EACH COURSE. 2" M I N . L A P A B C 8" M I N . 4" M I N 2" M I N . 1.2.3.4.5. 6.7.8. EXTERIOR FINISH PER ELEVATION2 LAYERS GRADE 'D' PAPERFINISH GRADEOUTDOOR CONCRETE SLAB26 GA CORROSION RESISTANT WEEP SCREEDPRESSURE TREATED SILL PLATECONTINUOUS ROPE CAULKINGCONCRETE FOOTING WEEP SCREED INSTALL PER C.B.C. 2506.5 2 1 3 4 5 6 7 8 1.2.3.4.5. FLOOR JOISTS PER STR PLANPLYWOOD SUBFLOOR3/4" GYPCRETE, ICC ESR-2540FLOOR FINISH5/8" GYPSUM CEILING 1 2 3 4 5 5 1. 2. 3. 4. 5.6.7.8. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULE SLOPE: 1":12" 8 7 1 2 3 4 5 6 2" RECESS SE E E L E V A T I O N 0' - 1 " 0' - 1"3 1/2" TYP. 3 1/2" TYP. 1. 2. 3. 1 1/4" EXTERIOR GRADE M.D.F FRAME W/ BEVELED CUT INTERIOR EDGE 5/8" RECESS EXTERIOR GRADE M.D.F PANEL PRIMED AND PAINTED ON ALL 6-SIDES PRIOR TO ATTACHMENT 1.2.3.4. 5. 6. MIN. 30" X 30" ATTIC ACCESS OR PER C.M.C. 908LIHGTING FIXTURE AND SWITCH BY ATTIC ACCESS110 V ELECTRICAL OUTLET5/8" CDX 24" MIN. WIDE PLYWOOD PASSAGEWAY. TRAVEL DISTANCE SHALL NOT EXCEED 20'-0"5/8" CDX PLYWOOD LEVEL WORKING PLATFORM FOR FAU UNIT (IF APPLICABLE)FAU SHALL BE LISTED FOR INSTALLATION IN ATTICS AND ON COMBUSTABLE FLOORING. CLEARANCES SHALL BE AS SPECIFICED IN THE LISTING 3 0 " M I N . 24 " MI N . 1 2 3 4 5 SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 4 3 A M A-7.0 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 ARCHITECTURAL DETAILS N.T.S.1 DOOR HEAD N.T.S.2 DOOR JAMB N.T.S.6 GARAGE DOOR HEAD N.T.S.7 GARAGE DOOR JAMB N.T.S.18 RECESS WINDOW JAMP N.T.S.9 RIDGE CAP DETAIL N.T.S.13 ROOF /WALL FLASHING N.T.S.17 VALLEY FLASHING1 N.T.S.5 EXTERIOR WALL N.T.S.3 EAVE WITH CROWN MOULDING N.T.S.19 RECESS WINDOW HEAD N.T.S.16 INTERIOR WALL N.T.S.12 VAPOR BARRIER DETAIL N.T.S.14 WEEP SCREED N.T.S.10 GYPCRETE FLOOR N.T.S.20 WINDOW SILL AT RECESS WINDOW 6" = 1'-0"11 SHUTTER DESIGN No.DESCRIPTION DATE N.T.S.15 ATTIC ACCESS 1 1/2"1 1/4" 2" M A X . 1.2.3.4. WOOD RAIL WITH EASED EDGESINTERIOR WALL FINISH2X SOLID BACKING FOR SUPPORTMETAL SUPPORT BRACKETS HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS PER C.B.C 1003.3.3.6 AND SHALL BE CAPABLE OF WITHSTANDING A LOAD OF AT LEASE 200 LB. APPLIED IN ANY DIRECTION AT ANY POINT ON THE RAIL PER C.B.C. TABLE 16-B. GUARDRAILS SHALL RESIST A 20LB. PER LINEAR FOOT HORIZONTAL FORCE APPLIED AT RIGHT ANGLE TO TOP RAIL PER C.B.C. TABLE 16-B 1 2 3 4 1. 2. 3.4.5.6.7. 8. 9. 10.11.12. 1" SQUARE WROUGHT IRON POST AT 48" O.C.1/2" SQUARE A36 STEEL POST AT 4" O.C.2X SILL PLATECONTINUOUS WOOD CAPDOUBLE SILL PLATEDOUBLE FLOOR JOIST OR STIINGERSTOP OF PLYWOOD AT TREAD OR LANDING3/8" DIA. X 4 1/2" LONG LAG SCREWS AT 8" O.C. STAGGERED. PENETRATE MIN. 3" INTO GRAMING.COUNTERSUNK AT CAP, GLUE AT BALUSTER TO WOOD CAP3/8" DIA. X 8" LONG LAG SCREW AT 12" O.C. STAGGERTED2X PLATE AS REQ'D1.5" WIDE HANDRAIL3/8" THICK STEEL PLATEWITH (4) 1/2" X 6" LAG SCREW NOTES:HAND RAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PELF APPLIED IN ANY DIRECTION AND AT THE TOP. HAND RAILS ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 IBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. INTERMEDIATE RAILS SHALL BE DESIGNED TO WITHSTAND HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS, ON AN AREA EQUAL TO 1 SQUARE FOOT.THE CONNECTION BETWEEN ALL STRUCTURAL MEMBERS AND ALL ELEMENTS WITHIN STRUCTURE 5 1/2" 1" 1 1 / 2 " 1"1"3 1/2"1" 1 1/2" MA X 2" 34 " - 3 8 " A T H A N D R A I L 6" @ H A N D R A I L / 1 0 " @ G U A R D R A I L 1 2 3 4 5 6 7 8 9 10 11 12 12 3 1 / 2 " 5/8" 1.2.3.4.5.6. 7. 2X STUD WALL PER STR PLAN2X DRYWALL BACKING3/4" THICK PLYWOOD STAIR TREAD2X STAIR RISERMIN. 2X4 LEDGERCRIPPLE WALL NAILED TO STUD BELOW LEDGERTREAD BEYOND LEDGER 1 2 3 4 5 67 10" MIN. 6" M I N . 1" M I N . 7 3 / 4 " M A X . 1.2.3.4.5. 6. 3/4" PLYWOOD TREADS AND RISERS (TYP.)NOTCH STRINGER FOR SILL PLATE AND SET ON SISALKRAFT PAPERCONCRETE SLAB2x14 STRINGER2x4 PRESSURE TREATED SILL PLATE WITH (4) SHOT PINS INTO CONCRETE5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS 2 3 4 5 6 1 10" MIN. 7 3 / 4 " M A X . 6" M I N . 1.2.3.4.5.6. 7. 5/8" PLYWOOD TREADS AND RISERS (TYP.)FLOOR FRAMING PER STR PLANDOUBLE JOIST, HEADER, OR BEAM PER STR PLAN2x14 STRINGERMETAL HANGER AT EACH STRINGER5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS3/8" CHAMFER TYP. AT EACH STEP 1 2 3 5 4 6 7 1. 2.3. 4. 5.6. 7. VENT WITH GRAVITY DAMPERROOF LINESTUD WALL FRAMING PER STR PLANREVERSE TEE-WYE CONNECTIONCLEANOUT BOX WITH DOORFLEX CONNECTION FROM DRYER CABINETPVC PIPE ROUND VENT THRU ROOF ALL COMPONENTS AND INSTALLATION SHALL COMPLY WITH U.M.C. 504.3 REQUIREMENTS 1 2 3 4 5 6 7 4" SE E E L E V . 3 3/4" MAX. ALL METAL COMPONENTS TO BE GALBANIZED OR OTHERWISE COATED TO INHIBIT CORROSION CAULK AND SEAL ALL LAG BOLT PENETRATIONS SHOP DRAWING REVIEW REQUIRED PRIOR TO CONSTRUCTION HAND RAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PELF APPLIED IN ANY DIRECTION AND AT THE TOP. HAND RAILS ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 IBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. 1.2.3.4.5.6.7. 1" SQUARE WROUGHT IRON POST AT 48" O.C.1/2" SQUARE WROUGHT IRON BALUSTERS AT 4" O.C.DECORATIVE RAILING KNUCKLEDOUBLE 2X BLOCKING(2) 3 1/2" LAG SCREWSGRACE 'ICE AND WATER SHIELD (EXTERIOR)2 LAYERS GRADE 'D' PAPER (EXTERIOR) 1 2 3 45 6 7 7 1 / 2 " M A X . 2" M I N . 1.2. 3. 4.5.6.7. DOOR JAMBFOUNDATION GRADE REDWOOD OR PRESSURE TREATED SILL LET INTO SLAB OR OTHER APPROVED PER C.B.C. 2804 (C)BITUMINOUS COATING ON TREASHOLD FOR SEPARATION OF ALUMINIUM & CONCREETE OR OTHER APPROVED PER C.B.C. 2004.3SEALANTEXPANSION JOINTEXTERIOR CONCRETEINTERIOR FINISH 1 2 3 45 6 7 1- 1 / 2 " M A X . 1.2. 3. 4.5.6.7. DOOR JAMBFOUNDATION GRADE REDWOOD OR PRESSURE TREATED SILL LET INTO SLAB OR OTHER APPROVED PER C.B.C. 2804 (C)BITUMINOUS COATING ON TREASHOLD FOR SEPARATION OF ALUMINIUM & CONCREETE OR OTHER APPROVED PER C.B.C. 2004.3SEALANTEXPANSION JOINTEXTERIOR CONCRETEINTERIOR FINISH 1 2 3 45 6 7 8 7 1 2 3 4 5 6 1. 2. 3. 4. 5.6.7.8. 9. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERHEADER PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULENON HARDENING SEALANT 9 8 7 1 2 3 45 6 1. 2. 3. 4. 5.6. 7.8. 9. EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERHEADER PER STR PLAN2X FURRINGINSULATION PER T-24 INTERIOR FINISHWINDOW PER WINDOW SCHEDULENON HARDENING SEALANT 9 1. 2. 3. 4. 5. 6. 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR FIBEROCK PANELS – JOINTS FINISHED2 ROWS 2 X WOOD STUDS PER STR.SHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLAN (2X10 16" O.C. MIN.)FLOOR JOIST PER STR PLANBATT INSULATION PER ENERGY REPORT 1 ••• GA-WP-3820 1 HR FIRE RATEDSTC 51 RAL-TL-69-214STC 56 USG-710120 BASED ON 3-1/2" THICK INSULATION IN ONE CAVITY 2 3 4 56 1" MIN. 1 1. 2. 3. 4.5.6. 7. RESILIENT CHANNELS 24” O.C. ATTACHED AT RIGHT ANGLES TO ONE SIDE2 LAYERS OF 5/8” TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED PARALLEL TO STUDS WITH 8D COATED NAILS, 2-3/8” LONG, 0.113”1/4” REGULAR GYPSUM WALLBOARD APPLIED PARALLEL TO STUDS WITH 3/4” DAUBS OF ADHESIVE 12” O.C. VERTICALLY AND HORIZONTALLY. 2” GLASS FIBER INSULATION, 0.90 PCF, STAPLED TO THREE LAYER SIDE IN2 X WOOD STUDS PER STR.SHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLANFLOOR JOIST PER STR PLAN 1 •• GA FILE NO. WP 3110 1 HR FIRE RATEDSTC 55-59 2 3 4 5 6 7 1 1. 2. 3.4. 5.6. 7.8.9.10. 11. 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR FIBEROCK PANELS – JOINTS FINISHED2 ROWS 2 X WOOD STUDS PER STR.SHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLAN (2X10 16" O.C. MIN.)CEILING JOIST PER STR PLANBATT INSULATION PER ENERGY REPORTROOF SHEATHINGRIDGE BEAM PER STR PLANROOF RAFTER PER STR PLANUNDERLAYMENT 30 LB. FELT MIN.CONCRETE ROOF TILE 1 2 3 4 5 6 ••• GA-WP-3820 1 HR FIRE RATEDSTC 51 RAL-TL-69-214STC 56 USG-710120 BASED ON 3-1/2" THICK INSULATION IN ONE CAVITY 1" MIN 7 8 9 10 11 1 1 1. 2. 3. 4. 5. 6. 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR FIBEROCK PANELS – JOINTS FINISHED2 ROWS 2 X WOOD STUDS PER STR.SHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLAN (2X10 16" O.C. MIN.)FLOOR JOIST PER STR PLANBATT INSULATION PER ENERGY REPORT 1 ••• GA-WP-3820 1 HR FIRE RATEDSTC 51 RAL-TL-69-214STC 56 USG-710120 BASED ON 3-1/2" THICK INSULATION IN ONE CAVITY 2 3 4 5 6 1" MIN. 1 1 SHEET NO. 440 E. HUNTINGTON DR., # 323, ARCADIA, CA 91006 909.569.3737 MAIL@ERIC-DESIGN.COM ERIC CHI WANG TSANG, AIA 10 - 31 - 202310 - 31 - 2023 AHJ STAMP APPROVAL 6/ 6 / 2 0 2 3 1 1 : 5 2 : 4 4 A M A-7.1 SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 ARCHITECTURAL DETAILS N.T.S.9 HANDRAIL/ GUARDRAIL N.T.S.12 RAILING N.T.S.1 STAIR TO WALL N.T.S.2 STAIR TO SLAB N.T.S.3 STAIR TO FLOOR N.T.S.4 DRYER VENT N.T.S.14 WROUGHT IRON RAILING N.T.S.15 THRESHOLD AT SWING-IN DOOR N.T.S.10 THRESHOLD AT SWING-OUT DOOR N.T.S.19 WATER HEATER SPECIFICATION N.T.S.20 FURRED OUT WINDOW HEAD N.T.S.16 FURRED OUT WINDOW JAMB N.T.S.5 PARTY WALL N.T.S.6 PARTY WALL (SINGLE) N.T.S.7 PARTY WALL/ ROOF N.T.S.8 PARTY WALL STAGGERED 1 No.DESCRIPTION DATE 1 PCC#1 6/5/2023 I:HANGERS 1.FILL ALL NAIL HOLES PER MANUFACTURER SPECIFICATIONS, FOR MAXIMUM CAPACITY. 2.USE ITS OR IUS HANGERS FOR I-JOIST CONNECTIONS U.N.O. BEND TABS DOWN TO TOP OF BOTTOM CHORD WHERE APPLICABLE. 3.USE LUS FULL DEPTH HANGERS FOR 2X JOIST CONNECTIONS U.N.O. 4.USE HU FULL DEPTH HANGERS FOR BEAM CONNECTIONS U.N.O. 5.USE LUS HANGERS PER TABLE BELOW FOR ROOF TRUSSES AT 24" O.C. (OR LESS) TO NON-TRUSS FRAMING MEMBERS: TRUSS SPAN HANGER ≤ 10'LUS 24 ≤ 20'LUS 26 ≤ 30'LUS 28 ≤ 40'HUS 26 J:MANUFACTURED SHEAR WALLS 1.MANUFACTURED SHEAR WALLS SHALL BE BY SIMPSON STRONG-TIE ( ICC ESR-1679), HARDY FRAMES, INC. (ICC ESR-2089), OR TRUS JOIST (ICC ESR-1153), AS SPECIFIED ON THE PLANS. 2.ALL MANUFACTURED SHEAR WALLS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 3.TEMPLATES SHALL BE USED FOR MANUFACTURED SHEAR WALLS FOR ACCURATE ANCHOR PLACEMENT IN THE FOUNDATION. 4.FOR HARDY PANELS / BRACED FRAMES - FOLLOW MANUFACTURERS RECOMMENDATIONS FOR MOISTURE BARRIER PLACED BETWEEN THE WALL AND CONCRETE, GROUT OR MUD SILL. O:SPECIAL INSPECTIONS 1.PROVIDE SPECIAL INSPECTION WHERE REQUIRED BY SECTION 1704 OF THE CBC. ADDITIONALLY, VERIFY OTHER AREAS REQUIRING SPECIAL INSPECTION WITH THE BUILDING OFFICIAL OF THE GOVERNING JURISDICTION. 2.INSPECTIONS SHALL CONFORM WITH CBC SECTIONS 110 AND 1704. 3.INSPECTIONS SHALL BE PERFORMED BY QUALIFIED INSPECTORS AND TESTING AGENCIES RETAINED BY THE OWNER AND NOT THE CONTRACTOR. INSPECTORS AND AGENCIES SHALL BE APPROVED BY THE GOVERNING JURISDICTION. 4.COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS SHALL BE FURNISHED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. COPIES OF THE REPORTS AND RESULTS SHALL ALSO BE KEPT AT THE JOB SITE. 5.FINAL REPORT FOR ALL INSPECTIONS AND TESTING, STATING THAT THE WORK WAS COMPLETED IN ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE CODES AND STANDARDS, SHALL BE SUBMITTED TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER. 6.STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER. THESE OBSERVATIONS DO NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR THE LOCAL JURISDICTION. 7.SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK: CONCRETE WITH F'C OVER 2500 PSI CAST-IN-PLACE DRILLED PILES OR CAISSONS FIELD WELDING EPOXY WELDING OF REINFORCING STEEL HIGH STRENGTH BOLTING SHOTCRETE REINFORCEMENT AND TENDON PLACEMENT IN CONCRETE WITH F'C OVER 2500 PSI TENDON STRESSING AND GROUTING TITEN HD SCREW ANCHORS FASTENERS OF THE SEISMIC FORCE-RESISTING SYSTEM WHERE ITS SPACING IS ≤ 4" O.C. ADDITIONAL ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE PLANS. K:WOOD CONNECTORS 1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WOOD FRAMING CONNECTORS SHALL BE BY SIMPSON STRONG-TIE. ALL INSTALLATIONS SHALL FOLLOW CURRENT RECOMMENDATIONS OF SIMPSON. 2.WHERE SIMPSON STRONG-TIE ALLOWS THE USE OF ALTERNATE OR ADDITIONAL FASTENERS, THE FASTENER TYPE AND AMOUNT RESULTING IN THE HIGHER CAPACITY SHALL BE USED, UNLESS NOTED OTHERWISE. 3.THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION SHALL BE FOLLOWED WITH RESPECT TO FABRICATION AND ASSEMBLY OF ALL FASTENERS, EDGE AND END DISTANCE REQUIREMENTS, AND MINIMUM PENETRATION REQUIREMENTS. 4.BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL CONFORM TO ASME STANDARD B-18.2.6. 5.ALL HOLES DRILLED FOR BOLTS THROUGH WOOD SHALL BE A MINIMUM OF 132" AND A MAXIMUM OF 116" OVERSIZED. 6.STANDARD CUT WASHERS SHALL BE INSTALLED BETWEEN THE WOOD AND THE NUT FOR ALL BOLT INSTALLATIONS. 7.THE THREADED PORTION OF BOLTS SUBJECT TO WOOD BEARING SHALL BE KEPT TO A PRACTICAL MINIMUM. 8.CARE SHALL BE TAKEN TO CENTER BOLT HOLES IN MAIN MEMBERS. 9.WHEN NAILING A MEMBER CAUSES SPLITTING, THE MEMBER SHALL BE PREDRILLED TO PREVENT THE SPLITTING. THE DIAMETER OF THE BOLTED HOLE SHALL NOT EXCEED 75% OF THE NAIL DIAMETER. 10.ALL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATION FF-N-105B. 11.ALL NAILS EXPOSED TO WEATHER, HEAT, OR MOISTURE SHALL BE GALVANIZED. 12.LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS: (A)THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK. (B)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 40% TO 70% OF THE SHANK DIAMETER IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER PERCENTILE SHALL APPLY TO LAG SCREWS OF 12" OR GREATER DIAMETER. 13.THE THREADED PORTION OF WOOD SCREWS SHALL BE INSERTED IN IT'S LEAD HOLES BY TURNING WITH A WRENCH, NOT BY DRIVING WITH A HAMMER. 14.DO NOT OVER-TORQUE LAG AND WOOD SCREWS. 15.SOAP OR OTHER LUBRICANT SHALL BE USED ON THE WOOD/LAG SCREW OR IN THE LEAD HOLES TO FACILITATE INSERTION AND PREVENT DAMAGE TO THE LAG SCREW. 16.WOOD SCREWS LOADED IN WITHDRAWAL MAY BE INSERTED WITHOUT A LEAD HOLE. 17.LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS: THE PART OF THE LEAD HOLE RECEIVEING THE SHANK SHALL BE ABOUT 78 THE DIAMETER OF THE SHANK AND THAT RECEIVEING THE THREADED PORTION SHALL BE ABOUT 78 THE DIAMETER OF THE SCREW AT THE ROOT OF THE THREAD. 18.ALL NAILS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE BEING NAILED, BUT DOES NOT PUNCTURE THE SURFACE BEING NAILED. 19.NAIL DEFINITIONS AND PENETRATION (INTO MAIN MEMBER) REQUIREMENTS: NAIL DIAMETER (IN.)REQUIRED PENETRATION (IN.) 8d COMMON 0.131 1.31 10d COMMON 0.148 1.48 12d COMMON 0.148 1.48 16d SINKER 0.148 1.48 16d COMMON 0.162 1.62 20.FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT-DIPPED GALVANIZED STEEL, ZINC-COATED STEEL, STAINLESS STEEL, SILICON COVERED, BRONZE, OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE PER ASTM A153. FASTENINGS FOR WOOD FOUNDATIONS SHOULD BE AS REQUIRED IN AF&PA TECHNICAL REPORT #7. EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVATIVE TREATED WOOD SHALL BE FIELD TREATED PER AWPA M4. N:WELDING 1.A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 SHALL BE DEVELOPED BY THE FABRICATOR/ERECTOR AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. THE WPS SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER. 2.WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWS D1.1 USING APPROVED E70XX ELECTRODES. 3.ALL WELDING SHALL BE PERFORMED BY AN EXPERIENCED, CERTIFIED WELDER FOR THE TYPE OF WELD BEING MADE. 4.TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP AND VOLT METER SHALL BE USED BY THE FABRICATOR, ERECTOR, AND INSPECTOR. AMPERAGE AND VOLTAGE SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN COMPLIANCE WITH THE APPROVED WELDING PROCEDURE SPECIFICATION. 5.WELD LENGTHS CALLED FOR ON THE PLANS ARE NET EFFECTIVE WELD LENGTHS. 6.ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING. FIELD WELDING SHALL BE INDICATED ON THE SHOP DRAWINGS. 7.ALL SHOP WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING UNLESS IT IS PERFORMED BY A LICENSED FABRICATOR APPROVED BY THE GOVERNING JURISDICTION. 8.SURFACES ON WHICH WELDS WILL BE DEPOSITED SHALL BE SMOOTH, UNIFORM, FREE FROM FINS, TEARS, CRACKS, AND OTHER DISCONTINUITIES WHICH WOULD ADVERSELY AFFECT THE STRENGTH, DUCTILITY, OR OTHER QUALITY OF THE WELD. 9.WELD SIZES NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS WITH SIZES BASED ON AISC TABLE J2.4. 10.GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE ACCEPTABLE BY THE ARCHITECT. 11.PARTIAL AND FULL PENETRATION GROOVE WELDS SHALL HAVE NON-DESTRUCTIVE (ULTRASONIC OR RADIOGRAPHIC) TESTING PERFORMED. THE RATE OF TESTING SHALL BE 100% BUT MAY BE REDUCED AS ALLOWED BY AWSD1.1. 12.STRUCTURAL STEEL FRAMING MEMBERS SHALL BE SUPPORTED DURING FIELD WELDING. SUPPORTS SHALL REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE. 13.BOLTS, NUT, AND RODS SHALL NOT BE WELDED OR HEATED EXCEPT FOR A36 AND A307 AND THOSE ONLY WITH THE APPROVAL OF THE ENGINEER OF RECORD. 14.STRUCTURAL STEEL SHALL NOT BE TACK WELDED TO REINFORCEMENT IN ANY WAY. 15.FOR WELDING AT PRIMARY MEMBERS AND CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM (BRACED FRAMES, MOMENT FRAMES, DRAG CONNECTIONS, CHORD MEMBERS, ETC.) THE WELDING FILLER METAL SHALL HAVE CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FOOT POUNDS AT MINUS 20 DEGREES FAHRENHEIT AND 40 FOOT POUNDS AT 70 DEGREES FAHRENHEIT (E70T4 IS PROHIBITED). M:STRUCTURAL STEEL 1.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION AND CODE OF STANDARD PRACTICE AND CHAPTER 22 OF THE BUILDING CODE. 2.STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS: WIDE FLANGE MEMBERS A-992 CONTINUITY, SHEAR, & DOUBLER PLATES A-572 HSS TUBES A-500, GRADE B STRUCTURAL PIPES A-53, TYPE E OR S, GRADE B ALL OTHER SHAPES A-36 HIGH STRENGTH BOLTS A-325, SLIP CRITICAL ANCHOR RODS F-1554, GRADE 36 TYPICAL BOLTS A-307 3.A-992 OR A-572 (GRADE 50) MATERIAL MAY BE SUBSTITUTED FOR A-36 MATERIAL AT CONTRACTOR'S OPTION. 4.STRUCTURAL STEEL DELIVERED TO THE JOB SITE SHALL BE FREE OF EXCESSIVE RUST, DIRT, GREASE, ETC. 5.ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE BUILDING DEPARTMENT. SHOP AND ERECTION DRAWINGS SHALL CONTAIN ALL INFORMATION NECESSARY TO ERECT ALL STRUCTURAL STEEL IN THE FIELD WITHOUT REFERRING TO THE STRUCTURAL DRAWINGS. 6.STUD ANCHORS SHALL BE NELSON STUD ANCHORS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. PROVIDE ½" STUD ANCHORS AT 32" O.C. AT ALL LOCATIONS WHERE ATTACHMENT OF ARCHITECTURAL FINISHES REQUIRES THE USE OF SUCH ANCHORS. 7.INSTALLATION AND INSPECTION OF HIGH STRENGTH BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE AISC SPECIFICATIONS FOR STRUCTURAL JOINTS. ASSEMBLE WITH HARDENED WASHERS UNDER THE NUT OR BOLT HEAD, WHICHEVER IS THE ELEMENT USED IN TIGHTENING. CONTACT FACES AT CONNECTIONS WHERE HIGH STRENGTH BOLTS ARE USED SHALL BE FREE OF ALL DEBRIS OR OTHER MATERIALS WHICH PREVENT A SOLID CONNECTION. 8.ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF STANDARD PRACTICE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL APPEARANCE AND TOLERANCE REQUIREMENTS. GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE ACCEPTABLE BY THE ARCHITECT. REMOVE ALL TEMPORARY ERECTION CLIPS. 9.ALL STEEL SHALL BE PROTECTED AGAINST RUST EITHER BY PERMANENT ENCASEMENT, RUST INHIBITIVE PRIMER, HOT DIP GALVANIZATION, ETC. BASED ON THE EXPECTED EXPOSURE AND RISK OF DETERIORATION. 10.PENETRATIONS OR OPENINGS SHALL NOT BE MADE IN STEEL MEMBERS UNLESS SHOWN ON APPROVED STRUCTURAL PLANS. STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH AFTER STEEL IS ERECTED. SUPPORTS SHALL REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE. 11.STRUCTURAL STEEL SHALL BE PROTECTED AS REQUIRED CHAPTER 7 OF THE CBC AS DETERMINED BY THE ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR FIRE PROTECTION REQUIREMENTS. 12.ALL EXPOSED ENDS OF STEEL MEMBERS SHALL BE CAPPED WITH A ¼" CAP PLATE UNLESS NOTED OTHERWISE PER THE ARCHITECTURAL DRAWINGS. 13.LIGHT GAGE COLD FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A-441. 14.ALL GROUT UNDER BASE PLATES SHALL BE SOLID DRY PACK OR NON-SHRINK GROUT PLACED AS DIRECTED BY THE MANUFACTURER AND BE OF COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN THE CONCRETE OR MASONRY SUPPORTING IT (4000 PSI MIN). A: GENERAL 1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, GRADE DATUMS, ELEVATIONS, REQUIRED RETAINING WALLS, DEEPENED FOOTINGS, AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND START OF CONSTRUCTION. VERIFY ALL DETAILS AND DIMENSIONS OF RELATED REQUIREMENTS ON ALL OTHER CONSULTANT DRAWINGS WITH STRUCTURAL DRAWINGS FOR ANY CONFLICTS AND NOTIFY THE ENGINEER OF RECORD AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSULTANT DRAWINGS. THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF ALL WORK. 3.IF A CONFLICT OCCURS WITHIN THE STRUCTURAL DRAWINGS OR WITH ANY OTHER CONSULTANT DRAWINGS, NOTIFY THE EOR IMMEDIATELY FOR CLARIFICATION OF THE INTENT OF THE CONTRACT DOCUMENTS. 4.DIMENSIONS SHALL NOT BE SCALED FROM STRUCTURAL DRAWINGS. 5.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON PLANS OR SPECIFICATIONS, ALL MATERIALS AND CONSTRUCTION PRACTICES SHALL CONFORM TO THE REQUIREMENTS OF THE ADOPTED VERSION OF THE CALIFORNIA BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED BY THE GOVERNING JURISDICTION. 6.THE DESIGN AND SAFETY OF BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND NOT WITHIN THE SCOPE OF THE ENGINEER. THAT CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF THE COMPLETE BUILDING PER PERMITTED STRUCTURAL PLANS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY THE ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD. 7.ALL DIMENSIONS OF DOORS, OPENINGS, WALLS, ETC. SHALL BE DETERMINED FROM THE ARCHITECTURAL DRAWINGS, SHOP DRAWINGS, EQUIPMENT DATA, OR DOCUMENTS PROVIDED BY OTHER CONSULTANTS. 8.PENETRATIONS, OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS, DEEPENED FOOTINGS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION. 9.STRUCTURAL MEMBERS SHALL NOT BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED ON THESE PLANS. 10.NO SUBSTITUTION OF STRUCTURAL MEMBERS OR HARDWARE MAY OCCURS UNLESS ALTERNATES ARE APPROVED IN WRITING BY THE ARCHITECT, OWNER, AND STRUCTURAL ENGINEER. 11.ANY REFERENCE TO THE WORDS "APPROVED" OR "APPROVAL" IN DOCUMENTS SHALL BE DEFINED TO MEAN GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND HIS SUBCONTRACTORS OF ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATIONS AND COORDINATING THE REQUIRED MATERIALS OR LABOR SPECIFICATIONS WITH OTHER TRADES. 12.WHERE A DETAIL, SECTION, OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR CONDITIONS UNLESS OTHERWISE NOTED. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION. 13.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE PRIMARY BUILDING STRUCTURE ARE THE RESPONSIBILITY OF THE DISCIPLINES WHICH MAKE THESE ATTACHMENTS. COORDINATE ALL ATTACHMENTS WITH ARCHITECTURAL AND STRUCTURAL PLANS. 14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER INDICATED ON THE CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE. 15.VIBRATION EFFECTS OF MECHANICAL AND / OR ANY OTHER EQUIPMENT OR HUMAN ASSEMBLY HAVE NOT BEEN CONSIDERED BY THE STRUCTURAL ENGINEER. 16.FLOOR SYSTEMS HAVE NOT BEEN DESIGNED FOR EXCESSIVE LOAD CONCENTRATIONS SUCH AS WATER BEDS. ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION IF ANY EXTRAORDINARY HEAVY OBJECTS ARE TO BE INSTALLED. 17.ALL EXPOSED STEEL OR METAL FASTENERS SHALL BE HOT DIP GALVANIZED OTHERWISE PROTECTED FROM THE EFFECTS OF WEATHER EXPOSURE. 18.NO CHANGES ARE TO BE MADE TO THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF A LICENSED ENGINEER UNDER THE EMPLOYMENT OF JKL STRUCTURAL ENGINEERING, INC. SEE HANGER CALLOUTS FOR GIRDER TRUSSES B:FRAMING 1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET FORTH BY THE W.C.L.I.B. OR W.W.P.A. AND THE CBC. ALL LUMBER SHALL BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT ARCHITECTURALLY EXPOSED LUMBER. 2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR LARCH AND COMPLY WITH DOC PS20. 3.ALL WOOD IN CONTACT WITH THE GROUND, A MASONRY OR CONCRETE FOUNDATION WALL, OR SLAB ON GRADE SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2304.12. 4.ALL CONVENTIONALLY FRAMED PORTIONS OF THE STRUCTURE SHALL BE BUILT IN ACCORDANCE WITH CBC SECTION 2308. 5.THE MINIMUM GRADE OF LUMBER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE: SILL PLATES P.T.D.F. STANDARD AND BETTER 2X4 STANDARD AND BETTER OR STUD GRADE 3X DF-L #2 2X6 TO 2X14 DF-L #2 4X12 OR SMALLER DF-L #2 4X14 OR LARGER DF-L #2 6X AND 8X DF-L #1 6.ALL LUMBER SHALL HAVE MOISTURE CONTENT OF LESS THAN 19% PRIOR TO ENCLOSING WALL AND FLOOR FRAMING. THREE RANDOM MOISTURE READINGS PER CGBC 4.505.3 SHALL BE PERFORMED AND SUBMITTED TO THE CITY BUILDING OFFICIAL. 7.NAILING SHALL BE PER CBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE. 8.TIMBER CONNECTORS AND FASTENERS SHALL BE IN ACCORDANCE WITH CBC 2304.10. 9.PRE-DRILL AS REQUIRED TO PREVENT WOOD SPLITTING. 10.PROVIDE 1X6 DIAGONAL LET-IN BRACING AT 25 FEET ON CENTER FOR STUD WALLS NOT FULLY SHEATHED. NAIL WITH TWO 8d'S PER STUD AND 3-8d'S AT EACH END TO TOP PLATE / SILL PLATE. 11.PROVIDE SINGLE JOIST BELOW NON-BEARING PARTITIONS PARALLEL TO FLOOR FRAMING. PROVIDE DOUBLE JOISTS BELOW BEARING PARTITIONS PARALLEL TO FLOOR FRAMING, UNLESS NOTED OTHERWISE. 12.WHERE PIPES ARE PLACED IN OR PARTLY IN A PARTITION AND NECESSITATE THE CUTTING OF THE SOLES OR PLATES, A METAL TIE NOT LESS THAN 0.058" X 1.5" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16D NAILS. 13.ALL STRUCTURAL SHEATHING (PLYWOOD OR OSB) SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF APA - THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-09, PS2-10 OR APA PRP 108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE. SPAN RATING SHALL NEVER BE LESS THAN THE ON CENTER SPACING OF SUPPORTS. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN STRUCTURAL APPLICATIONS. SPACING OF 1/8" IS RECOMMENDED AT PANEL ENDS AND EDGES. ROOF SHEATHING: 19/32" APA RATED SHEATHING, EXP 1, 32/16 SPAN RATING WITH 8d COMMON @ 6" O.C. AT SHEATHING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. LAY SHEATHING WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. FLOOR / DECK SHEATHING: 23/32" APA RATED STURD-I-FLOOR SHEATHING, EXP 1, WITH MINIMUM SPAN RATING OF 24" O.C. SHEATHING SHALL BE GLUED PER APA AFG-01 OR ASTM D3498 AND NAILED WITH 10d COMMON (OR 10d RING SHANK / SCREW SHANK) @ 6" O.C. AT SHEATHING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SIMPSON QUICK DRIVE SCREWS (ER-1472) MAY BE SUBSTITUTED FOR THE 10d COMMON NAILING. LAY SHEATHING WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS. USE ADHESIVE MEETING APA SPECIFICATION AFG-01 OR ASTM D-3498, APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. DESIGN CRITERIA BUILDING CODE: 2022 CALIFORNIA BUILDING CODE WIND DESIGN DATA: WIND SPEED (ULTIMATE) = 110 MPH WIND RISK CATEGORY = II WIND EXPOSURE = C INTERNAL PRESSURE COEFFICIENT = ± 0.18 SEISMIC DESIGN DATA: SS = 2.029; S1 = 0.724; SMS = 2.435; SDS = 1.623 SEISMIC IMPORTANCE FACTOR = 1.0 RISK CATEGORY = II SEISMIC DESIGN CATEGORY = D SITE CLASS = D REDUNDANCY FACTOR = 1.0 ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE SEISMIC FORCE RESISTING SYSTEM: LIGHT-FRAME (WOOD) WALLS SHEATHED W/ WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE CS = 0.25; R = 6.5 LOADING: DEAD LOAD:LIVE LOAD: ROOF = 21 PSF; FLOOR = 19 PSF ROOF = 20 PSF;FLOOR = 40 PSF GEOTECHNICAL INFORMATION: GEOTECHNICAL ENGINEER:CAL LAND ENGINEERING, INC. SOIL REPORT #:22-225-007GE SOIL REPORT DATE:MARCH 15, 2023 BEARING CAPACITY =2,000 PSF ABBREVIATIONS ABBREVIATION DESCRIPTION AB ANCHOR BOLT ADD'L ADDITIONAL ADJ ADJACENT ABV ABOVE ALT ALTERNATE ARCH ARCHITECTURAL B BOTTOM BLDG BUILDING BLKG BLOCKING BLW BELOW BM BEAM BN BOUNDARY NAILING BOT BOTTOM BRG BEARING C CAMBER CANT CANTILEVER CB CEILING BEAM CBC CALIFORNIA BUILDING CODE CJ CEILING JOIST CL CENTERLINE CLG CEILING CLR CLEAR CMU CONCRETE MASONRY UNIT COL COLUMN CONC CONCRETE CONN CONNECT, CONNECTION CONT CONTINUOUS D DEEP, DEPTH DF DOUGLAS FIR LARCH DIA DIAMETER DIM DIMENSION DJ DECK JOIST DL DEAD LOAD DT DRAG TRUSS DWG DRAWING(S) E OR EXIST EXISTING EA EACH ELEV ELEVATION ENGR ENGINEER EQ EQUAL ES EACH SIDE EW EACH WAY EXT EXTERIOR FND FOUNDATION FF FINISH FLOOR FG FINISH GRADE FH FULL HEIGHT FJ FLOOR JOIST ABBREVIATION DESCRIPTION FL FLUSH FLR FLOOR F.O.B.FACE OF BEAM F.O.W.FACE OF WALL FRG FRAMING FTG FOOTING FT FOOT (FEET) GA GAGE GALV GALVINIZED G.C.GENERAL CONTRACTOR GET GABLE END TRUSS GLB GLU LAM BEAM GT GIRDER TRUSS H OR HT HEIGHT HB HIP BEAM HD HOLD DOWN STRAP OR DEVICE HDR HEADER HGR OR HNGR HANGER HOR HORIZONTAL HSS HOLLOW STRUCTURAL STEEL (TUBE) INT INTERIOR INV INVERTED JST JOIST K KIP (1000 POUNDS) KP KING POST KS KING STUD LL LIVE LOAD LSL LAMINATED STRAND LUMBER LVL LAMINATED VENEER LUMBER MANUF MANUFACTURER, MANUFACTURED MAX MAXIMUM MB MACHINE BOLT MIN MINIMUM ML MICROLLAM MULT MULTIPLE N NEW NG NATURAL OR COMPACTED GRADE NTS NOT TO SCALE O/OVER O.C.ON CENTER OD OUTSIDE DIAMETER PERP PERPENDICULAR PSL PARALLAM PT POST TENSION SHEET INDEX SD0 STRUCTURAL SPECIFICATIONS S1 FOUNDATION PLAN S2 FLOOR FRAMING PLAN S3 ROOF FRAMING PLAN SD1 STRUCTURAL DETAILS SD2 STRUCTURAL DETAILS SD3 STRUCTURAL DETAILS SD4 STRUCTURAL DETAILS SD5 STRUCTURAL DETAILS P:STRUCTURAL OBSERVATION 1.STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE VISIBLE STRUCTURAL SYSTEM, FOR GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM. 2.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY CBC SECTION 110, 1704, OR OTHER SECTION OF THE APPLICABLE CODE AND APPROVED PLANS. 3.STRUCTURAL OBSERVATION IS REQUIRED AT THE FOLLOWING SIGNIFICANT STAGES OF CONSTRUCTION: A.FOUNDATION GEOMETRY, HARDWARE AND REBAR PRIOR TO POURING OF CONCRETE. B.STRUCTURAL FRAMING PRIOR TO COVERING OR INSULATION. 4.THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR HIS DESIGNEE TO PERFORM STRUCTURAL OBSERVATION. 5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING STRUCTURAL OBSERVATIONS WITH JKL STRUCTURAL, INC. A MINIMUM OF 3 BUSINESS DAYS ADVANCE NOTICE IS REQUIRED TO SCHEDULE OBSERVATIONS. ABBREVIATION DESCRIPTION PTDF PRESSURE TREATED DOUGLAS FIR PLYWD PLYWOOD PSI POUNDS PER SQUARE INCH PSF POUNDS PER SQUARE FOOT RAFT RAFTER RB RIDGE BEAM RR ROOF RAFTER REINF REINFORCEMENT RF ROOF REQ'D REQUIRED REQ'T REQUIREMENT RT ROOF TRUSS(ES) SAD SEE ARCHITECTURAL DRAWINGS SCHED OR SCH SCHEDULE SEL SELECT SHR SHEAR SHTG SHEATHING SIM SIMILAR SIMP SIMPSON SPECS SPECIFICATIONS SQ SQUARE STAGG STAGGERED STD STANDARD STL STEEL STRUCT STRUCTURAL SW SHEAR WALL OR STRONG WALL SYM SYMMETRICAL T TOP TOC TOP OF CURB TOS TOP OF SLAB OR TOP OF STEEL T&G TONGUE AND GROOVE THK THICK TRIM OR TR TRIMMER TS TIMBERSTRAND TYP TYPICAL UNO UNLESS NOTED OTHERWISE V OR VERT VERTICAL VB VALLEY BEAM VIF VERIFY IN FIELD WD WOOD WT WEIGHT W/WITH W/O WITHOUT MANUFACTURER ILEVEL LOUISIANA PACIFIC BOISE CASCADE ROSEBURG ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251 DEPTH 1178" 14"/16" TJI 210 LPI 36 BCI 6000-1.7 RFPI-400 TJI 360 LPI 56 BCI 60-2.0 RFPI-70 TJI 560 -BCI 90-2.0 RFPI-90 LPI 32 PLUS LPI 56 - TJI 210 TJI 360 TJI 560 BCI 6000-1.8 BCI 60-2.0 - RFPI-400 RFPI-70 RFPI-90 TYP. ROOF & FLOOR SHEATHING LAYOUT WALL SHEATHING SHALL BE INSTALLED PERPENDICULAR TO FRAMING MEMBERS W/ GLUE PER APA AFG-01 OR ASTM D3498 BN AT ALL SHEATHING EDGES (MIN 38" EDGE DISTANCE) OFFSET SECOND ROW OF SHEATHING BY LENGTH OF ONE PANEL FIELD NAILING ADD BLKG. AT BLOCKED DIAPHRAGMS EN TO MATCH BN FRAMING MEMBERS H:ENGINEERED LUMBER 1.FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR DRILLING, NOTCHING, HANDLING, STORAGE, BRACING, AND ERECTION OF PREFABRICATED FRAMING MEMBERS. 2.1.25" AND 1.5" WIDE LSL RIM MANUFACTURERS (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL RIMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,300,000 PSI; Fb = 1,700 PSI; Fcperp = 680 PSI; Fv = 400 PSI; AND VERTICAL LOAD CAPACITY = 4250 PLF 3.LSL BEAMS (1.75" AND WIDER) MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,550,000 PSI; Fb = 2,325 PSI; Fcperp = 800 PSI; AND Fv = 400 PSI. 4.ML BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST MICROLLAM (ICC ESR-1387), BOISE CASCADE VERSALAM (ICC ESR-1040), AND LOUSIANA PACIFIC LPLVL (ICC ESR-1254). ML BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,900,000 PSI; Fb = 2,600 PSI; Fcperp = 750 PSI; AND Fv = 285 PSI. 5.PSL BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST PARALLAM (ICC ESR-1387). PSL BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 2,000,000 PSI; Fb = 2,900 PSI; Fcperp = 750 PSI; AND Fv = 290 PSI. 6.I-JOIST MANUFACTURERS (AND APPROVAL REPORTS) ARE: ILEVEL (ICC ESR-1153); LOUSIANA PACIFIC (ICC ESR-1305); BOISE CASCADE (ICC ESR-1336), ROSEBURG (ICC ESR-1251). SEE TABLE BELOW FOR ALLOWABLE JOIST SUBSTITUTIONS. G:GLUED-LAMINATED BEAMS 1.GLUED LAMINATED BEAMS SHALL CONFORM TO THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED LAMINATED TIMBER", AITC / APA-EWS 117, ANSI / AITC A-190.1 AND ALL APPROVED SUPPLEMENTS THEREOF. 2.INDIVIDUAL LAMINATIONS SHALL NOT EXCEED 2" IN THICKNESS. 3.SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR 24F V-4 AND CANTILEVER SPANS SHALL BE DOUGLAS FIR 24F V-8. 4.WHERE SIZES OF 318" WIDE OR 518" WIDE ARE SPECIFIED, WIDTHS OF 3.5" AND 5.5", RESPECTIVELY, MAY BE SUBSTITUTED. 5.BEAMS SHALL BEAR A LEGIBLE APA-EWS OR AITC GRADE STAMP. 6.APPROVED INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE BUILDING INSPECTOR OR BUILDING DEPARTMENT PRIOR TO ERECTION. CERTIFICATES SHALL INCLUDE THE QUALITY CONTROL INSPECTION DATA. 7.END OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR PROTECTION PRIOR TO CONSTRUCTION. STORAGE OF GLB'S SHALL COMPLY WITH AITC 111-79. 8.GLB'S PERMANENTLY EXPOSED TO WEATHER OR MOISTURE SHALL BE FACTORY PRESSURE TREATED. 9.ALL GLB'S BEAMS SHALL HAVE STANDARD CAMBER (RADIUS OF 3,500 FEET), UNLESS NOTE OTHERWISE. 10.MOISTURE CONTENT IN SERVICE SHALL BE BETWEEN 8% AND 12%. 11.BEAMS SHALL CONFORM TO APA-EWS OR AITC FRAMING OR INDUSTRIAL GRADE APPEARANCE, UNLESS NOTED OTHERWISE. 12.REFER TO ARCHITECTURAL PLANS FOR FINISH OF ARCHITECTURALLY EXPOSED GLB'S (ARCHITECTURAL OR PREMIUM GRADE APPEARANCE CLASSIFICATION). 13.GLB'S SHALL MEET THE FOLLOWING MINIMUM ALLOWABLE STRESS REQUIREMENTS: FLEXURAL STRESS 2,400 PSI TENSION PARALLEL TO GRAIN 1,100 PSI COMPRESSION PARALLEL TO GRAIN 1,650 PSI HORIZONTAL SHEAR PERP. TO WIDE FACE 240 PSI MODULUS OF ELASTICITY 1,800,000 PSI COMPRESSION PERP TO GRAIN 650 PSI F:REBAR 1.ALL REBAR SHALL CONFORM TO ASTM A-615 (GRADE 40 FOR SIZES #3 AND #4; GRADE 60 FOR SIZES #5 AND LARGER). 2.WELDED WIRE MESH / FABRIC SHALL CONFORM TO ASTM A-185 (GRADE 65) AND BE LAPPED 1.5 SPACES (12" MINIMUM) FOR PLAIN WIRE AND ASTM A-497 (GRADE 75) FOR DEFORMED BAR. 3.REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706. 4.DETAILS OF REINFORCING SHALL CONFORM TO THE CURRENT ACI CODE. 5.REINFORCING BAR BENDS SHALL BE BENT COLD. 6.WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH AWS D1.4. USE LOW HYDROGEN ELECTRODES AND PREHEAT. NO WELDING SHALL BE DONE AT THE BEND IN A BAR. 7.SPLICES OF HORIZONTAL BARS IN WALLS AND FOOTINGS SHALL BE STAGGERED AT LEAST 48" MINIMUM. D:CONCRETE 1.CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND SHALL BE STAMPED AND SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER. 2.THE CONCRETE SUPPLIER SHALL BEAR THE RESPONSIBILITY THAT THE MIX DESIGN WILL ATTAIN THE REQUIRED SPECIFIED STRENGTH AND SHRINKAGE CHARACTERISTICS. 3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150 TYPE II. SEE SOILS REPORT FOR SULFATE CONTENT. WHERE SEVERE OR VERY SEVERE SULFATE EXPOSURE EXISTS, TYPE V CEMENT SHALL BE USED AND CONCRETE MIX SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 TABLE 19.3.1.1 AND 19.3.2.1 4.MAXIMUM SLUMP OF NORMAL WEIGHT CONCRETE SHALL NOT EXCEED 4". 5.READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94. 6.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33. 7.AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330. 8.THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI (3000 PSI FOR FOOTINGS AND GRADE BEAMS OF THREE STORY AND TALLER STRUCTURES) UNLESS OTHERWISE NOTED. 9.SPECIAL INSPECTION IS REQUIRED ON CONCRETE WORK WHERE THE SPECIFIED ULTIMATE COMPRESSIVE DESIGN STRENGTH EXCEEDS 2500 PSI. 10.REFER TO REQUIREMENTS IN ACI 318-14 TABLES 19.3.1.1, 19.3.2.1, & 19.3.3.1 FOR CONCRETE EXPOSED TO FROST, DEICING CHEMICALS, SULFATE, CORROSION, OR OTHER SPECIAL EXPOSURE CONDITIONS. 11.FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOT TO IMPAIR SAFETY AND SERVICEABILITY OF THE STRUCTURE. CONCRETE TO BE EXPOSED BY FORM REMOVAL SHALL HAVE SUFFICIENT STRENGTH NOT TO BE DAMAGED BY REMOVAL OF FORMS. C:SUBGRADE AND FOUNDATION 1.THE FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL REPORT REFERENCED IN THE DESIGN CRITERIA SECTION OF THIS SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS SET FORTH BY THE REFERENCED GEOTECHNICAL REPORT AND MAINTAIN A COPY ON THE JOB SITE AT ALL TIMES. 2.THE GEOTECHNICAL REPORT IN ITS ENTIRETY SHALL BE MADE A PART OF THE CONTRACT DOCUMENTS. 3.THE ENGINEER OF RECORD SHALL BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE BY THE SOIL ENGINEER IN THE COURSE OF CONSTRUCTION. 4.ALL FOOTINGS AND SLABS SHALL BE FOUNDED ON COMPACTED FILL APPROVED BY THE GEOTECHNICAL ENGINEER. CONTRACTOR SHALL PROVIDE BUILDING INSPECTOR WITH COMPACTION REPORTS AND WRITTEN APPROVAL OF COMPACTED FILL FROM THE GEOTECHNICAL ENGINEER FOR ALL REQUIRED FILL. 5.ALL COMPACTED FILL SHALL BE PLACED IN AN APPROVED MANNER WITH A MINIMUM RELATIVE COMPACTION OF 90% IN ACCORDANCE WITH ASTM D-1557. 6.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION EXCAVATIONS, FILLING, BACK FILLING, AND BUILDING PADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, AND SHORING FOR FORMING AND PLACEMENT OF CONCRETE. 7.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION TRENCHES PRIOR TO CALLING FOR CITY FOUNDATION INSPECTION AND PLACING REINFORCING AND/OR CONCRETE. THE CONTRACTOR SHALL SUBMIT THE GEOTECHNICAL ENGINEER'S WRITTEN APPROVAL OF THE FOUNDATION TRENCHES TO THE CITY BUILDING INSPECTOR. 8.ALL RETAINING WALLS HAVE BEEN DESIGNED FOR A FREE DRAINING CONDITION. DESIGN OF THE DRAINAGE SYSTEM SHALL BE BY OTHERS AND SHALL MEET THE REQUIREMENTS OF THE SOILS REPORT. BACK FILL AGAINST WALLS SHALL BE PLACED EVENLY AGAINST BOTH SIDES OF WALLS UNTIL THE LOWER GRADE IS REACHED. BACKFILL SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT CAUSE A SURCHARGE ON THE RETAINING WALL. 9.SOIL CORROSIVENESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. WHERE REQUIRED, MITIGATION MEASURES FOR CORROSIVE SOILS SHALL BE PROVIDED BY A GEOTECHNICAL ENGINEER, CORROSION ENGINEER, OR OTHER EXPERT IN THE MITIGATION MEASURES. E:CONCRETE MASONRY 1.ALL CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC CHAPTER 21. 2.CONCRETE MASONRY UNITS SHALL CONFORM ASTM C-90. CONCRETE BRICK SHALL CONFORM TO ASTM C55, SPECIFICATIONS FOR CONCRETE BUILDING BRICK. 3.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE. 4.CLEANOUTS REQUIRED AT THE BOTTOM OF ALL CELLS TO BE FILLED FOR POURS EXCEEDING 4 FEET IN HEIGHT. 5.MORTAR SHALL BE TYPE M OR S AS APPLICABLE AND CONFORMING WITH ASTM C270 AND SHALL BE PROPORTIONED PER ARTICLE 2.1 & 2.6A OF SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16/ACI 530.1-16/ASCE 6-16). 6.GROUT SHALL COMPLY WITH ARTICLE 2.2 & 2.6B OF TMS 602-16/ACI 530.1-16/ASCE 6-16 AND SHALL ATTAIN A MINIMUM COMPRESSION STRENGTH AT 28 DAYS OF 2000 PSI OR THE REQUIRED COMPRESSION, F'M, WHICHEVER IS GREATER. THE COMPRESSIVE STRENGTH OF GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM C-1019. 7.GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS. 8.GRADE N CONCRETE BRICKS SHALL BE USED AS ARCHITECTURAL VENEER AND GRADE S CONCRETE BRICKS SHALL BE FOR GENERAL USE AND RESISTANCE TO FROST AND MOISTURE PENETRATION IS REQUIRED. Q:FASTENING SCHEDULE (PER SECTION 2308.10.1, TABLE 2308.10.1) FOR SI:1 INCH = 25.4MM A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED. B.NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING. C.COMMON OR DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). D.COMMON (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). E.DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148"). F.CORROSION-RESISTANT SIDING (6d-178" X 0.106"; 8d-238" X 0.128") OR CASING (6d-2" X 0.099"; 8d-212" X 0.113") NAIL. G.FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS. H.CORROSION-RESISTANT ROOFING NAILS WITH 716 INCH DIAMETER HEAD AND 112 INCH LENGTH FOR 12 INCH SHEATHING AND 134 INCH LENGTH FOR 2532 INCH SHEATHING. J.CASING (112" X 0.080") OR FINISH (112" X 0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. K.PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS. L.FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (212" X 0.113") ARE THE MINIMUM REQUIRED FOR WOOD STRUCTURAL PANELS. N.FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS. O.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF SHEATHING FASTENING 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS LOCATION TOENAIL CONNECTION 1.JOIST TO SILL OR GIRDER A 2-8d COMMON (212" X 0.131") 2-3" X 0.131" NAILS 2.BRIDGING TO JOIST TOENAIL EACH END 3.1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (212" X 0.131")FACE NAIL 4.WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (212" X 0.131")FACE NAIL 5.2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (312" X 0.162")BLIND AND FACE NAIL 6.SOLE PLATE TO JOIST OR BLOCKING 16d (312" X 0.135") AT 16" O.C. 3" X 0.131" NAILS AT 8" O.C. TYPICAL FACE NAIL 16d (312" X 0.135") AT 16" 4-3" X 0.131" NAILS AT 16" SOLE PLATE TO JOIST OR BLOCKING AT BRACED WALL PANEL BRACED WALL PANELS 7.TOP PLATE TO STUD 2-16d COMMON (312 X 0.162") 3-3" X 0.131" NAILS END NAILS 8.STUDS TO SOLE PLATE 4-8d COMMON (212" X 0.131") 4-3" X 0.131" NAILS TOENAIL 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS END NAILS 9.DOUBLE STUDS 16d (312 X 0.135") AT 24" O.C. 3" X 0.131" NAIL AT 8" O.C. FACE NAILS 16d (312" X 0.131") AT 16" O.C. 3" X 0.131" NAIL AT 12" O.C. 8-16d COMMON (312" X 0.162") 12-3" X 0.131" NAILS LAP SPLICE TYPICAL FACE NAIL10.DOUBLE TOP PLATES DOUBLE TOP PLATES 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS 11.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE TOENAIL 12.RIM JOIST TO TOP PLATE 8d (212" X 0.131") AT 6" O.C. 3" X 0.131" NAIL AT 6" O.C. TOENAIL 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS FACE NAIL13.TOP PLATES, LAPS AND INTERSECTIONS 14.CONTINUOUS HEADER, TWO PIECES 16d COMMON (312" X 0.162")16" O.C. ALONG EDGE 15.CEILING JOISTS TO PLATE 3-8d COMMON (212" X 0.131") 5-3" X 0.131" NAILS TOENAIL 16.CONTINUOUS HEADER TO STUD 4-8d COMMON (212" X 0.131")TOENAIL 3-16d COMMON (312" X 0.162") MINIMUM, TABLE 2308.10.4.1 4-3" X 0.131"NAILS 17.CEILING JOISTS, LAPS OVER PARTITIONS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) FACE NAIL 3-16d COMMON (312" X 0.162") MINIMUM, TABLE 2308.10.4.1 4-3" X 0.131"NAILS 18.CEILING JOISTS TO PARALLEL RAFTERS (SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1) FACE NAIL 3-8d COMMON (212" X 0.131") 3-3" X 0.131" NAILS 19.RAFTER TO PLATE (SEE SECTION 2308.10.1, TABLE 2308.10.1) TOENAIL 2-8d COMMON (212" X 0.131") 2-3" X 0.131" NAILS 20.1" DIAGONAL BRACE TO EACH STUD AND PLATE FACE NAIL 21.1" X 8" SHEATHING TO EACH BEARING 3-8d COMMON (212" X 0.131")FACE NAIL 3-8d COMMON (212" X 0.131")FACE NAIL22.WIDER THAN 1" X 8" SHEATHING TO EACH BEARING 16d COMMON (312" X 0.162") 3" X 0.131" NAILS 23.BUILT-UP CORNER STUDS 24" O.C. 16" O.C. 2-20d COMMON (4" X 0.192") 3-3" X 0.131" NAILS 20d COMMON (4" X 0.192") 32" 3" X 0.131" NAIL AT 24" O.C. 24.BUILT-UP GIRDER AND BEAMS FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPPOSITE SIDES FACE NAIL AT ENDS AND AT EACH SPLICE 25.2" PLANKS 16d COMMON (312" X 0.162")AT EACH BEARING 3-10d COMMON (3" X 0.148") 4-3" X 0.131" NAILS FACE NAIL26.COLLAR TIE TO RAFTER 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS 3-10d COMMON (3" X 0.148") 4-3" X 0.131" NAILS FACE NAIL TOENAIL27.JACK RAFTER TO HIP 28.ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS 2-16d COMMON (312" X 0.162") 3-3" X 0.131" NAILS TOENAIL FACE NAIL 3-16d COMMON (312" X 0.162") 4-3" X 0.131" NAILS 29.JOIST TO BAND JOIST FACE NAIL 3-16d COMMON (312" X 0.162") 4-3" X 0.131" NAILS 30.LEDGER STRIP FACE NAIL 31.WOOD STRUCTURAL PANELS AND PARTICLEBOARD SUBFLOOR, ROOF AND WALL SHEATHING (TO FRAMING) SINGLE FLOOR (COMBINATION SUBFLOOR-UNDERLAYMENT TO FRAMING) 32.PANEL SIDING (TO FRAMING) 33.FIBERBOARD SHEATHINGG 34.INTERIOR PANELING 12" AND LESS 6d 238" X 0.113" NAIL 1932" TO 34"8d OR 6d 238" X 0.113" NAIL 78" TO 1"8d 118" TO 114"10d OR 8d B C,L N ED P E D D 34" AND LESS 6d 78" TO 1"8d 118" TO 114"10d OR 8d E ED 12" OR LESS 6d 58"8d F F 12"NO. 11 GAGE ROOFING NAIL 6d COMMON NAIL (2" X 0.113") 2532"NO. 11 GAGE ROOFING NAIL 8d COMMON NAIL (212" X 0.131") H H 14"4d 38"6dK J JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626)524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD0 ST R U C T U R A L S P E C I F I C A T I O N S FOUNDATION PLAN 2-CAR GARAGE 2-CAR GARAGE OFFICE 2-CAR GARAGE 2-CAR GARAGE OFFICE JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S1 FO U N D A T I O N P L A N 4x 4 HTT 4 SD1 1 SLAB ON GRADE. SEE SCHEDULE. EDGE OF FOOTING BELOW. SEE SCHEDULE. SLAB EDGE OR CHANGE IN ELEVATION. 4. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN INDICATES POST SIZE AND SIMPSON HOLDOWN ANCHOR OR STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL CALLOUT 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE AND LENGTH. SEE TO SHEAR SCHEDULE (BELOW), ANCHOR BOLT SCHEDULE (FND PLAN), AND DETAIL CALLOUT 12/SD2 FOR MORE INFORMATION. DETAIL NUMBER SHEET NUMBER 2. 1. (SEE DETAILS ON SD1) 4" MIN SLAB THICKNESS 18 X 18 30" SQ MIN. X 24" D MIN. 18 X 24 AT SLAB CENTERLINE GRADE BM. SLAB ON GRADE*#4 @ 16" O.C. EACH WAY ISOLATED PAD DESCRIPTION INT. CONT. #5 @ 12" O.C. EACH WAY W x D (INCHES)REBAR REQUIREMENT 3-#4 TOP AND BOTTOM EXT. CONT.18 X 24 3-#4 TOP AND BOTTOM TIE BEAM 3-#4 TOP AND BOTTOM * PER THE GEOTECHNICAL REPORT, CONCRETE SLABS IN MOISTURE SENSITIVE AREAS SHOULD BE UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF 10 MIL VAPOR BARRIER WITH ALL LAPS SEALED, AND A MINIMUM OF 2" SAND OVER THE MEMBRANE. IF CONCRETE IS TO BE POURED DIRECTLY ON THE VAPOR BARRIER, MINIMUM CONCRETE f'c SHALL BE 4500 psi. ALL SUBGRADE AND FOUNDATION RECOMMENDATIONS SHALL BE CONFIRMED WITH THE FINAL GEOTECHNICAL REPORT. 16 5/8 0.2290.2290.2290.2290.229 33333 16 5/8 SHEAR NO 2 3/16 SQUARE SIZE (INCHES) THICKNESS (INCHES) PLATE WASHER 2x2x 2424 5/85/85/8 2x2x2xMUD SILL SHEAR WALL DESIGNATION CONSTRUCTION BOLT DIAMETER (INCHES) SPACING (INCHES O.C.) 1/2 48 32 2x FOOTNOTES FOOTNOTES: A. FOR INTERIOR NON-SHEAR WALLS, SHOT PINS MAY BE USED IN LIEU OF ANCHOR BOLTS. USE 0.145" SHOT PINS @ 24" O.C. MIN. WITH MIN. 1.25" PENETRATION INTO CONCRETE (ICC-ES REPORT #2379). B. THE HOLE IN 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS MAY BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 316" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO EXCEED 134", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER AND THE NUT. C. SQUARE PLATE WASHERS SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE SILL PLATE ON SHEATHING SIDE. D. STANDARD CUT WASHERS ARE PERMITTED PER ANSI / AF AND PA SDPWS - 2015 TABLE A2. E. ALL FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4. THE SPECIFIED FOOTING EMBEDMENT DEPTH, D, SHALL BE MEASURED FROM THE LOWEST ADJACENT FINAL COMPACTED OR NATURAL GRADE WITHIN 5' OF THE BUILDING FOOTPRINT. SLOPES OF ADJACENT AREAS SHALL BE CONSIDERED WHEN DETERMINING THIS MINIMUM EMBEDMENT DEPTH REQUIREMENT. 1. THE NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES SHALL APPLY TO ALL FOUNDATION CONSTRUCTION. 2. ALL FOUNDATION RECOMMENDATIONS ARE BASED ON THE SOILS REPORT LISTED ON SHEET SD0. IF THE REPORT'S RECOMMENDATIONS ARE MODIFIED IN ANY WAY, THE ENGINEER OF RECORD AND THE ARCHITECT SHALL BE NOTIFIED. 3. THE REQUIREMENTS OF THE SOILS REPORT SHALL GOVERN IF THEY ARE MORE STRINGENT THAN THE REQUIREMENTS OF THESE PLANS. 4. FOUNDATION PLANS AND DETAILS SHALL BE REVIEWED AND STAMPED BY GEOTECHNICAL ENGINEER OF RECORD. 5. FOUNDATION SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE OR INSPECTION BY THE LOCAL JURISDICTION. 6. ALL FOUNDATION HARDWARE AND REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO FOUNDATION INSPECTION AND CONCRETE POUR. 7. GARAGE SHALL BE SLOPED TO DRAIN PER ARCHITECTURAL PLANS. 8. CRACK CONTROL JOINTS (SAWCUTS) ARE RECOMMENDED AT 15' O.C. MAX IN EACH DIRECTION FOR CONVENTIONAL CONCRETE SLABS. ADDITIONAL JOINTS MAY BE ADDED IN ACCORDANCE WITH GOOD CONSTRUCTION PRACTICES AND CONTRACTOR EXPERIENCE. 9. PLUMBING SHALL NOT BE INSTALLED IN SHEAR WALLS. 10. ALL PAVING, FLAT WORK, PLANTERS, AND GRADE ADJACENT TO THE BUILDING SHALL SLOPE AWAY FROM THE BUILDING. FOUNDATION NOTES FOUNDATION LEGEND FOOTING & SLAB SCHEDULE ANCHOR BOLT SCHEDULE TYPICAL FOUNDATION DETAILS, UNO DESCRIPTION DETAIL EXTERIOR FOOTING SD1 1 INTERIOR FOOTING SD1 2 HOLD DOWN ANCHOR SD1 8 ANCHOR BOLTS SD1 14 DESCRIPTION DETAIL 3. 8'-0" 4 GARAGE CURB FOOTING SD1 5 6 4 3 2 1 INTERIOR PAD FOOTING SD1 3 EXTERIOR PAD FOOTING SD1 4 REFER TO GRADING PLANS FOR LOCATIONS OF DEEPENED FOOTINGS IF OCCURS. DEEPENED FOOTINGS SHALL BE CONSTRUCTED PER DETAIL 1/SD1, UNO. CONTACT JKL IF DEEPER FOOTINGS ARE NEEDED. 18 X 24 3-#4 TOP AND BOTTOM B,C,EA,D,E B,C,E B,C,E B,C,E B,C,E SECOND FLOOR FRAMING PLAN 2-CAR GARAGE 2-CAR GARAGE OFFICE 2-CAR GARAGE 2-CAR GARAGE OFFICE JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S2 SE C O N D F L O O R F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B. APA STRUCT 1 RATED SHEATHING C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2. ALL FIELD NAILING SHALL BE 12" O.C. 3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4. ALL SHEATHING EDGES SHALL BE BLOCKED. 5. NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6" 4" 3" 2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2022 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20" 13 10" 8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3. WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12. CONTINUOUS 1 34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x 4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O. RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. TYPICAL FRAMING DETAILS, UNO DESCRIPTION DETAIL FLOOR FRAMING AT SHEAR SD2 2 FRAMING AT NON-BRG WALL SD2 3 STRUCTURAL WALL FRAMING SD2 12 HOLD DOWN CONNECTIONS SD4 1 DESCRIPTION DETAIL POST AND BEAM CONNECTION SD2 10 DRAG STRAPS SD4 9 TYPICAL STAIR FRAMING SD2 4 TYPICAL TOP PLATE SPLICE SD2 5 AND BEARING WALLS THIRD FLOOR FRAMING PLAN REF.REF. RE F . RE F . GREAT ROOM BEDROOM 1 BEDROOM 1 GREAT ROOM GREAT ROOM BEDROOM 1 BEDROOM 1 GREAT ROOM JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S3 TH I R D F L O O R F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B. APA STRUCT 1 RATED SHEATHING C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2. ALL FIELD NAILING SHALL BE 12" O.C. 3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4. ALL SHEATHING EDGES SHALL BE BLOCKED. 5. NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6" 4" 3" 2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2022 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20" 13 10" 8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3. WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12. CONTINUOUS 1 34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x 4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O. RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. TYPICAL FRAMING DETAILS, UNO DESCRIPTION DETAIL FLOOR FRAMING AT SHEAR SD2 2 FRAMING AT NON-BRG WALL SD2 3 STRUCTURAL WALL FRAMING SD2 12 HOLD DOWN CONNECTIONS SD4 1 DESCRIPTION DETAIL POST AND BEAM CONNECTION SD2 10 DRAG STRAPS SD4 9 TYPICAL STAIR FRAMING SD2 4 TYPICAL TOP PLATE SPLICE SD2 5 AND BEARING WALLS ROOF FRAMING PLAN BEDROOM 2 M. BEDROOM BEDROOM 2 M. BEDROOM BEDROOM 2 M. BEDROOM BEDROOM 2 M. BEDROOM 1 2 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. S4 RO O F F R A M I N G P L A N 7"32"10"13"17"26"LTP5 RIM (EXTERIOR OR INTERIOR) BLOCKING (INTERIOR) 8"48"11"15"19"28"LTP4 2" 9" 2" FOOTNOTES: A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY, 2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING) B. APA STRUCT 1 RATED SHEATHING C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1 GENERAL NOTES: 1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER. 2. ALL FIELD NAILING SHALL BE 12" O.C. 3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS. 4. ALL SHEATHING EDGES SHALL BE BLOCKED. 5. NAILS SHALL BE PLACED NOT LESS THAN 12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM THE EDGE OF THE CONNECTING MEMBERS. 3/8"3/8"3/8" A,C 10d AT 2" 15/32" 870 A,B,C 2x/2x 640490380260N/AWALL CAPACITY (PLF) -A,CA,CFOOTNOTES 8" 32" 8" 2x/2x N/A N/A SHEAR NON- 6" 4" 3" 2" 12"15"20"30" 8d AT 2" 2" 2x/2x 8d AT 3" 3" 2x/2x 8d AT 4" 4" 2x/2x2x/2x 6" 8d AT 6" 3/8" MUD SILL / UPPER FLOOR SOLE (COMMON NAILS) APA RATED SHEATHING A35 16d 12d CONSTRUCTION MIN. MEMBER ABOVE & BELOW WALL CONNECTOR SPACING (O.C.) SHEAR SCHEDULE - 2022 CBC (CUSTOM HOME) 1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6" CONTINUOUS JOIST (INTERIOR) RBC 20" 13 10" 8"29"6" BOUNDARY / EDGE NAILING FRAMING LEGEND FRAMING NOTES 1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING. 2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2. 3. WALL FRAMING SHALL BE PER DETAIL 12/SD2. 4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS. 5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND MAXIMUM OPENINGS SIZES ARE MAINTAINED. 6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH THE SIZE OF THE STUDS OR POSTS ABOVE. 7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN WRITING. 8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2. 9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING. 10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT. 11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH. 12. CONTINUOUS 1 34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O. 13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM (WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS. 16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE. 17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C. BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS SHALL BE 14' (7' FOR CANTILEVERS). 18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO 2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS NOTED OTHERWISE. 19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X SUPPORTS U.N.O. 6 4 3 2 1 1.25"LSL1.25"LSLTJI 210 1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL 1.25" LSLTJI 210 TJI 210 TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL MIN PENETRATION INTO RIM 4x 4 HT T 4 SD1 1 INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL SECTION 1/SD4 AND 8/SD1. SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR BOLT SCHEDULE FOR MORE INFORMATION.6. 5. FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O. RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C. JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C. 4. CANT. **2. 1.** 3. PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O. ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN **INDICATES FRAMING MEMBER AS DEFINED BELOW 7. 8. POST ABOVE9. INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE. INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR HANGER U.N.O. INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES INDICATES FRAMING MEMBER AS DEFINED BELOW. DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN DETAIL NUMBER SHEET NUMBER 8'-0" 4 TYPICAL ROOF TRUSS DETAILS, U.N.O DESCRIPTION DETAIL RT AT EXTERIOR WALL SD3 1 RT AT INT. NON-BRG WALL SD3 2 RT AT INTERIOR SD3 3 RT AT GIRDER TRUSS 4 DESCRIPTION DETAIL SD3 5 SHR/BRG WALL GABLE END TRUSS TRAY CEILING SD3 SD3 SD3 6 7 RT PARALLEL TO INTERIOR SHEAR WALL SD3 10SHEAR TRANSFER AT CLIPPED TRUSS KEY NOTES INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW. BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2. ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW. INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND DO NOT PENETRATE TOP PLATES. ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O. PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE. STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD. INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF ALIGNED BEAM EACH SIDE. INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER / KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER / BEAM / POST BELOW WHERE OCCURS. INSTALL HOLD DOWN ON THIS SIDE OF POST. 4 1 2 13 15 17 16 14 8 3 12 < > 5 6 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD1 ST R U C T U R A L D E T A I L S 2 3 412 59 1018 17 7 6 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD2 ST R U C T U R A L D E T A I L S 14 1 2 3 4 7 5 11 12 9 8 6 1317 16 18 19 20 10 15 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD3 ST R U C T U R A L D E T A I L S 1 3 6 9 7 8 4 10 12 14 15 Web stiffener both sides. See sizes below. 2x4 Minimum Web Stiffener Size 58" x 2516" 34" x 2516" 78" x 2516" 560 Tight fit* 110 210 230 & 360 End 3 Gap*: 18" minimum 234" maximum TJI® Joist Series Type 8d (0.113" x 212") 1" (112" for TJI® 560 joist) * With point load from above, and no support below, install web stiffener tight to top flange (gap at bottom flange) All Depth (in.) All Nailing Requirements 16d (0.135" x 312") 3 Number Nails Intermediate (2) (1) (1) (1) Nailing: See sizes below. (1) PS1 or PS2 sheathing, face grain vertical (2) Construction grade or better 11 18 16 19 20 2 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD4 ST R U C T U R A L D E T A I L S 2 1 3 4 JOB NUMBER: ENGINEER: DRAFTER: ORIGINAL ISSUE: SU N S E T C O N D O M I N I U M S 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A 9 1 0 0 6 23039 JL JL 03/17/2023 1 PLAN CHECK COMMENTS 05/30/2023 JL JKLSTRUCTURAL@GMAIL.COM (626) 524-2210 THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF JKL ENGINEERING, INC. SD5 ST R U C T U R A L D E T A I L S REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY REVISIONS BY LOT COVERAGE SUMMARY: TOTAL LANDSCAPED AREA: 2,653 SF. 593 SF. OF WST WATER USE ON LAWN (22.4%) 897 SF. OF MEDIUM WATER USE PLANTS (33.8%) 894 SF. OF LOW WATER USE PLANTS (33.7%) 269 SF. OF NONE WATER USE IN MULCH & GRAVEL (10.1%) HARDSCAPE IN FRONT SETBACK: 482 SF. (28.4%) < 40% (TOTAL FRONT SETBACK AREA: 1,700 SF.) D DATE REVISIONS SCALE DATE PROJECT NO. DRAWN BY CHECKED BY SHEET NO. OF 3 SHEET TW O T R E E S DE S I G N , I N C . pr u n u s @ g m a i l . c o m ww w . h o u z z . c o m / p r o / 2 t r e e s d e s i g n 4- U N I T C O N D O M I N I U M 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A . 9 1 0 0 7 07-24-2023 CP LA N D S C A P E A R C H I T E C T U R A L D E S I G N S E R V I C E S CA L I F O R N I A R L A # 5 8 4 0 18 3 2 S A N D I E G O S T . W E S T C O V I N A , C A . 9 1 7 9 0 AS SHOWN P2221 CHIAC H E N G PERNG NO. 5 8 4 0 12-31-2024 7-24-2023 L-1 LA N D S C A P E PL A N T I N G P L A N D Hydrozone # & Planting Description - e.g., 1) Lawn/Turf, 2) Low water, 3) Medium water, etc. Plant Factor (PF)- Irrigation Method- Overhead Spray or Drip Irrigation Efficiency (IE)- 0.75 for Overhead Spray, 0.81 for Drip ETWU (Annual Gallons Required) = ETo x 0.62 x ETAF x Area MAWA (Annual Gallons Allowed) = ETo x 0.62 x [(ETAF x Area) + ((1-ETAF) x SLA)] 0.62 Conversion Factor Area is total Reg. Landscape area SLA is total Special Landscape area ETAF is 0.55 for residential areas, and 0.45 for non-residential areas LANDSCAPE ARCHITECT: CAMILLE PERNG (RLA # 5840) TWO TREES DESIGN INC. 626.278.2766 PROJECT ADDRESS: 903-905 SUNSET BLVD., ARCADIA, CA 91007 ASSESSOR PARCEL NUMBER: 5379-029-012 PROJECT APPLICANT: WENDY MO WATER EFFICIENT LANDSCAPE WORKSHEET REFERENCE ETO:50.2 (Pasadena) HYDROZONE # PLANT FACTOR (PF) IRRIG. METHO D IRRIG. EFFICIE NCY (IE) ETAF (PF/IE) HYDROZO NE AREA IN SF.FT ETAF X AREA ESTI. TOTAL WATER USE (ETWU) REGULAR LANDSCAPE AREA #1 NONE 0 NONE 0.81 0.00 236 0.00 0.00 #2 LOW 0.15 DRIP 0.81 0.19 898 170.62 5,310 #3 LOW-MEDIUM 0.30 DRIP 0.81 0.37 0 0.00 0 #4 MEDIUM WATER 0.5 DRIP 0.81 0.62 897 556.14 17,309 #5 WARM TURF 0.6 DRIP 0.81 0.74 626 463.24 14,418 #6 HIGH WATER 0.7 DRIP 0.81 0.86 0 0.00 0 #7 POOL/SPA 0.85 NONE 0.75 1.13 0 0.00 0 (Average)(A)(B) 0.45 2,657 1,190.00 37,038 SPECIAL LANDSCAPE AREA (SLA)- INCLUDES AREA IRRIGATED WITH RECLAIM WATER ETWU = ETo x 0.62 x ETAF x Area MAWA = ETo x 0.62 [(ETAF x LA) + ((1-ETAF) x SLA)] 1 0 2 0 3 0 (C)(D) TOTAL 0 0 0 Total ETAF x Area (B) TOTAL ETWU 37,038Total Area (A) Average ETAF B / A MAWA 45,483 DATE REVISIONS SCALE DATE PROJECT NO. DRAWN BY CHECKED BY SHEET NO. OF 3 SHEET TW O T R E E S DE S I G N , I N C . pr u n u s @ g m a i l . c o m ww w . h o u z z . c o m / p r o / 2 t r e e s d e s i g n 4- U N I T C O N D O M I N I U M 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A . 9 1 0 0 7 03-26-2023 CP LA N D S C A P E A R C H I T E C T U R A L D E S I G N S E R V I C E S CA L I F O R N I A R L A # 5 8 4 0 18 3 2 S A N D I E G O S T . W E S T C O V I N A , C A . 9 1 7 9 0 AS SHOWN P2221 CHIA C H E N G PERNG NO. 5 8 4 0 12-31-2024 3-26-2023 L-2 LA N D S C A P E IR R I G A T I O N P L A N DATE REVISIONS SCALE DATE PROJECT NO. DRAWN BY CHECKED BY SHEET NO. OF 3 SHEET TW O T R E E S DE S I G N , I N C . pr u n u s @ g m a i l . c o m ww w . h o u z z . c o m / p r o / 2 t r e e s d e s i g n 4- U N I T C O N D O M I N I U M 90 3 - 9 0 5 S U N S E T B L V D . AR C A D I A , C A . 9 1 0 0 7 03-26-2023 CP LA N D S C A P E A R C H I T E C T U R A L D E S I G N S E R V I C E S CA L I F O R N I A R L A # 5 8 4 0 18 3 2 S A N D I E G O S T . W E S T C O V I N A , C A . 9 1 7 9 0 AS SHOWN P2221 CHIAC H E N G PERNG NO. 5 8 4 0 12-31-2024 3-26-2023 NOT TO SCALE SECTION/ELEVATION NOT TO SCALE SECTION/ELEVATION NOT TO SCALE SECTION PLAN VIEW NOT TO SCALE AS SHOWN LA N D S C A P E DE T A I L S L-3 OWNER’S CERTIFICATION Minimum BMPs for ALL Construction Sites FORM OC1 Project Name _______________________________ BUILDING/GRADING PERMIT NUMBER Project Location _______________________________ Owner Name _______________________________ Contractor Name _______________________________ Address _______________________________ Address _______________________________ Phone _______________________________ Phone _______________________________ FAX/Email _______________________________ FAX/Email _______________________________ The National Pollutant Discharge Elimination System (NPDES) is the portion of the Clean Water Act that applies to the protection of receiving waters. Under permits from the Los Angeles Regional Water Quality Control Board (RWQCB), certain activities are subject to RWQCB enforcement. To meet the requirements of the Los Angeles County Municipal Separate Storm Sewer System (MS4) Permit (R4-2012-0175), minimum requirements for sediment control, erosion control and construction activities must be implemented on each project site. Minimum requirements include: EROSION: Erosion from slopes and channels shall be controlled by implementing an effective combination of BMPs, such as the limiting of grading activities during the wet season; inspecting graded areas during rain events; planting and maintenance of vegetation on slopes; and covering erosion susceptible slopes. SEDIMENT CONTROL: Eroded sediments from areas disturbed by construction and from stockpiles of soil shall be retained on site to minimize sediment transport from the site to streets, drainage facilities and/or adjacent properties via runoff, vehicle tracking or wind. CONSTRUCTION MATERIALS CONTROL: Construction related materials, wastes, spills or residues shall be retained on site to minimize transport from the site to streets, drainage facilities or adjoining properties by wind or runoff. Runoff from equipment and vehicle washing shall be contained at construction sites unless treated to remove sediment and pollutants. NON-STORMWATER RUNOFF: Non-stormwater runoff from equipment and vehicle washing and any other activity shall be contained at the project site. EROSION AND SEDIMENT CONTROL PLAN (ESCP): Required for projects one acre or more. The ESCP must be developed and certified by a Qualified SWPPP Developer (QSD). HILLSIDE: Construction upon slopes 25% or more requires the implementation of additional BMPs to protect slopes and prevent erosion and sediment runoff. Minimum BMPs include: (1) Soil piles must be covered with tarps or plastic, (2) leaking equipment must be repaired immediately, (3) refueling must be conducted away from catch basins, (4) catch basins must be protected when working nearby, (5) vacuum all concrete saw cutting, (6) never wash concrete waste into the street, (7) keep the site clean, sweep the gutters at the end of each working day and keep a trash receptacle on site. As the engineer of record, I have selected appropriate BMPs to effectively minimize the negative impacts of this project’s construction activities on stormwater quality. The project owner and contractor are aware that the selected BMPs shall be installed, monitored, and maintained to ensure their effectiveness. The BMPs not selected for implementation are redundant or deemed not applicable to the proposed construction activity. Engineer of Record Name Engineer of Record Signature Title Date I certify that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gathered and evaluated the information submitted. Based on my inquiry of the person(s) who manage the system or those person(s) directly responsible for gathering the information, to the best of my knowledge and belief, the information submitted is true, accurate, and complete. I am aware that submitting false and/or inaccurate information, failing to update the BMPs or ESCP to reflect conditions, or failing to properly and/or adequately implement the BMPs may result in revocation of grading and/or other permits or other sanctions provided by law. Landowner or Agent Name Landowner or Agent Signature Title Date ARCHITECT 3/13/2023 ERIC TSANG Cal Land Engineering, Inc. dba Quartech Consultants Geotechnical, Environmental, and Civil Engineering 574 E. Lambert Road, Brea, California 92821 Tel: 714-671-1050 - Fax: 714-671-1090 - Email: callandeng@yahoo.com HYDROLOGY REPORT DATE 03/07/2023 JOB ADDRESS: 903&905 Sunset Blvd Arcadia, CA 91007 PREPARED FOR: Wendy Mo 220 S. Sunset Pl. Nonrovia, CA 91016 PREPARED BY: Cal Land Engineering, Inc. 574 E. Lambert Road, Brea, Ca 92821 Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 2 Introduction The project site is located at the east of N Baldwin Avenue, north side of the W. Orange Grove Ave, City of Arcadia per vicinity map below. The project existing drainage flow drains to south direction from north. Hydraulic calculation is based on 50-year storm event. Off-site drainage is not expected for this project. The proposed development is to construct a new ADU and a new covered patio. Vicinity Map Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 3 Hydrology Map Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 4 Drainage Map Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 5 Hydrologic Analysis Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 6 Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 7 Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 8 Hydraulic Calculations 4” PVC Pipe for Sub Area A Q=0.1734 CFS n= 0.009 for pvc pipe V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.087 P=1.047 R=0.087/1.047=0.083 S=0.005 V= (1.49/0.009) x (0.083) 2/3 x (0.005) 1/2 = 2.23 Q= 2.23 x 0.087 = 0.19 cfs 0.19 cfs > 0.1734 cfs for 4” PVC pipe with 0.5% slope 6” PVC Pipe for Sub Area B Q=0.362 CFS n= 0.009 for pvc pipe V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.196 P=1.571 R=0.196/1.571=0.125 S=0.005 V= (1.49/0.009) x (0.125) 2/3 x (0.005) 1/2 = 2.93 Q= 2.93 x 0.196 = 0.57 cfs 0.57 cfs > 0.362 cfs for 6” PVC pipe with 0.5% slope 6” PVC Pipe for Sub Area A+B Q=0.1734+0.362 = 0.5354 CFS n= 0.009 for pvc pipe V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.196 P=1.571 R=0.196/1.571=0.125 S=0.005 V= (1.49/0.009) x (0.125) 2/3 x (0.005) 1/2 = 2.93 Q= 2.93 x 0.196 = 0.57 cfs 0.57 cfs > 0.5354 cfs for 6” PVC pipe with 0.5% slope 3” PVC Pipe for Sub Area C Q=0.068 CFS n= 0.009 for pvc pipe V= (1.49/0.009) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.049 P=0.785 R=0.049/0.785=0.062 S=0.005 V= (1.49/0.009) x (0.062) 2/3 x (0.005) 1/2 = 1.833 Q= 1.833 x 0.049 = 0.0898 cfs 0.0898 cfs > 0.068 cfs for 3” PVC pipe with 0.5% slope Hydrology Report 903&905 Sunset Blvd, Arcadia March 07, 2023 574 E. Lambert Road, Brea, California 92821; Tel: 714-671-1050; Fax: 714-671-1090 Page 9 8” Parkway Drain for Area A+B+C Q=0.1734+0.362+0.068 = 0.6034 CFS n= 0.012 for concrete (smooth) V= (1.49/0.012) x (R) 2/3 x (S) 1/2 ft/sec Q= V x Ap cfs A= 0.222 P=2.0 R=0.222/2.0=0.111 S=0.01 V= (1.49/0.012) x (0.111) 2/3 x (0.01) 1/2 = 2.87 Q= 2.87 x 0.222 Q= 0.64 cfs > 0.6034 cfs for 4” x 8” Parkway Drain with 1% slope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$33(1',;$ ),(/',19(67,*$7,21 6XEVXUIDFHFRQGLWLRQVZHUHH[SORUHGE\GULOOLQJWZRLQFKGLDPHWHUKDQGDXJHUERULQJVWRD PD[LPXPGHSWKRIIHHWEHORZWKHH[LVWLQJJUDGHDWWKHVXEMHFWVLWHDWWKHDSSUR[LPDWH ORFDWLRQV VKRZQ RQ WKH HQFORVHG 6LWH 3ODQ )LJXUH 8SRQ FRPSOHWLRQ RI WKH GULOOLQJ WKH ERULQJVZHUHEDFNILOOHGZLWKRQVLWHVRLOVWKDWZHUHUHPRYHGIURPWKHH[FDYDWLRQV 7KHGULOOLQJRIWKHERULQJZDVVXSHUYLVHGE\D&/(¶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ulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 BSM3.1Silty sand, fine grained, trace gravel, medium brown, slightly moist Percent of Fines: 20.5 2 R 40 SM 102.3 2.0 Silty sand, fine grained, 1" gravel, light brown, slightly moist, medium dense 5 R 48 SM 105.6 2.9 Silty sand, fine grained, trace gravel, medium brown, slightly moist, dense Percent of Fines: 18.9 10 R 62 SM 111.6 2.8 Silty sand, medium grained, trace gravel, medium brown, slightly moist, dense Percent of Fines: 17.3 Total Depth: 11.0 feet 15 No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs Hammer Driving Height: 48 inches 20 25 30 35 De p t h ( f t ) HF Description of Material Sample US C S S y m b o l BORING LOG B‐1 903‐905 Sunset Boulevard, Arcadia, California 7/22/2022 Mo i s t u r e ( % ) CalLand Engineering and Associates, Inc. Dr y U n i t W t . ( p c f ) PROJECT LOCATION: PROJECT NO.: 22‐225‐007 Hand Auger Bu l k Un d i s t u r b e d Bl o w s / 1 2 " N/A PLATE A‐1 DATE DRILLED: SAMPLE METHOD: ELEVATION: B: Bulk Bag LOGGED BY: S: Standard Penetration Test R: Ring Sample 0 BSM3.7Silty sand, fine grained, trace gravel, medium brown, slightly moist, loose Percent of Fines: 21.0 2 R 42 SM 103.8 3.6 Silty sand, fine grained, medium brown, slightly moist, medium dense 5 R 58 SM 110.2 2.3 Silty sand, medium grained, medium brown, slightly moist, dense, gravelly Percent of Fines: 19.3 Total Depth: 6.0 feet 10 No Groundwater Hole Backfilled Hammer Driving Weight: 32 lbs Hammer Driving Height: 48 inches 15 20 25 30 35 PROJECT LOCATION: N/A PROJECT NO.: HF 22‐225‐007 Hand Auger PLATE A‐2 BORING LOG B‐2 903‐905 Sunset Boulevard, Arcadia, California De p t h ( f t ) Sample US C S S y m b o l Bu l k Un d i s t u r b e d Bl o w s / 1 2 " CalLand Engineering and Associates, Inc. 7/22/2022 Description of MaterialMo i s t u r e ( % ) Dr y U n i t W t . ( p c f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¶VILHOGLQYHVWLJDWLRQWRDLGLQHYDOXDWLRQRIVRLOFRUURVLRQSRWHQWLDODQGWKHDWWDFNRQ FRQFUHWHE\VXOIDWHVRLOV7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK&DOLIRUQLD7HVW0HWKRG DQG7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH/RFDWLRQS+&KORULGHSSP6XOIDWHE\ZHLJKW0LQ5HVLVWLYLW\RKPFP %#¶¶ ([SDQVLRQ,QGH[ ([SDQVLRQ,QGH[WHVWVZHUHFRQGXFWHGRQWKHH[LVWLQJRQVLWHQHDUVXUIDFHPDWHULDOVVDPSOHG GXULQJ&/(¶VILHOGLQYHVWLJDWLRQ7KHVHWHVWVDUHSHUIRUPHGLQDFFRUGDQFHZLWK$670' 7KHWHVWLQJUHVXOWVDUHSUHVHQWHGEHORZ 6DPSOH/RFDWLRQ([SDQVLRQ,QGH[([SDQVLRQ3RWHQWLDO %#¶¶9HU\ORZ 3HUFHQW3DVVLQJ6LHYH 3HUFHQWRIVRLOSDVVLQJVLHYHZDVGHWHUPLQHGIRUVHOHFWHGVRLOVDPSOHVLQDFFRUGDQFHZLWK $670'VWDQGDUG7KHWHVWUHVXOWVDUHSUHVHQWHGLQWKHIROORZLQJWDEOH 6DPSOH/RFDWLRQ 3DVVLQJ %#¶ %#¶ %#¶ %#¶ %#¶ 500 2.0 23.8 1000 2.0 23.5 2000 2.0 23.1 10/22 Arcadia, California DEPTH (FT)SAMPLE NO. N/A FIGURE 3 DIRECT SHEAR (ASTM D3080) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5379‐029‐012 903‐905 Sunset Boulevard SM 160 33 FRICTION ANGLE (DEG)SYMBOL BORING NO. SAMPLE TYPE SOIL TYPE COHESION (PSF) □ Vertical Loads (PSF) Moisture Content Before Test (%) Moisture Content After Test (%) RINGB‐1 2.0 0 500 1000 1500 2000 2500 3000 3500 4000 0 500 1000 1500 2000 2500 3000 3500 4000 SH E A R S T R E S S ( P S F ) NORMAL PRESSURE (PSF) 500 2.9 21.9 1000 2.9 21.5 2000 2.9 21.3 10/22 Arcadia, California DEPTH (FT)SAMPLE NO. N/A FIGURE 4 DIRECT SHEAR (ASTM D3080) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5379‐029‐012 903‐905 Sunset Boulevard SM 150 34 FRICTION ANGLE (DEG)SYMBOL BORING NO. SAMPLE TYPE SOIL TYPE COHESION (PSF) □ Vertical Loads (PSF) Moisture Content Before Test (%) Moisture Content After Test (%) RINGB‐1 5.0 0 500 1000 1500 2000 2500 3000 3500 4000 0 500 1000 1500 2000 2500 3000 3500 4000 SH E A R S T R E S S ( P S F ) NORMAL PRESSURE (PSF) 10/22 ⃝B‐1N/A5.0 SOIL TYPE INIT. MOISTURE CONTENT (%) SM 2.9 INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) 105.6 0.595 FIGURE 5 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5379‐029‐012 903‐905 Sunset Boulevard Arcadia, California ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED 10/22 ⃝ B‐1 N/A 10.0 SOIL TYPE INIT. MOISTURE CONTENT (%) SM 2.8 INIT. DRY DENSITY (PCF) INIT. VOID RATIOSYMBOL BORING NO. SAMPLE NO. DEPTH (FT) 111.6 0.510 FIGURE 6 CONSOLIDATION (ASTM D2435) CalLand Engineering and Associates, Inc. Land Surveying, Geotechnical, Environmental & Civil Engineering Project Address: APN: 5379‐029‐012 903‐905 Sunset Boulevard Arcadia, California ‐2 ‐1 0 1 2 3 4 5 6 7 8 9 10 0.1 1 10 100 DE F O R M A T I O N ( % ) COMPRESSIVE STRESS (KSF) SATURATED 3-26-2023 4-Unit Condominium - 903-905 Sunset Blvd. Camille Perng (for Two Trees Design, Inc.) 903-905 Sunset Blvd. 5379-029-012 7 Okoboji Dr. 2,657 626 2,031 0 0 2,421 236 x x x 3-26-2023 Camille Perng 626.278.2766 Principle prunus@gmail.com Two Trees Design, Inc. 1832 San Diego St West Covina CA 91790 Camille Perng Principal Two Trees Design, Inc. 5840 1832 San Diego St 626.278.2766 West Covina prunus@gmail.com CA 91790 NW 0 None 0.81 0 236 0 0 LW 0.15 Drip 0.81 0.19 898 170.62 5310 MW 0.50 Drip 0.81 0.62 897 556.14 17309 (0.45) 2657 1190 37,038 45,483 WST-turf 0.60 Drip 0.81 0.74 626 463.24 14418 STORMWATER PLANNING PROGRAM LID PLAN CHECKLIST FORM PC Project Name Owner Name Developer Name Project Address Owner Address Developer Address Plan Check # Owner Phone Developer Phone Type of Project Does the proposed project fall into one of the following categories? Please check Yes/No YES NO PRIORITY PROJECTS 1.Development* of a new project equal to 1 acre or greater of disturbed area and adding more than 10,000 square feet of impervious area* 2.Development* of a new industrial park with 10,000 square feet or more of surface area* 3.Development* of a new commercial mall with 10,000 square feet or more surface area* 4.Development* of a new retail gasoline outlet with 5,000 square feet or more of surface area* 5.Development* of a new restaurant (SIC 5812) with 5,000 square feet or more of surface area* 6.Development* of a new parking lot with either 5,000 ft2 or more of impervious area* or with 25 or more parking spaces 7.Development* of a new automotive service facility (SIC 5013, 5014, 5511, 5541, 7532-7534 and 7536-7539) with 5,000 square feet or more of surface area* 8.Projects located in or directly adjacent to, or discharging directly to a Significant Ecological Area (SEA)*, where the development will: a.Discharge stormwater runoff that is likely to impact a sensitive biological species or habitat; and b.Create 2,500 square feet or more of impervious area* 9.Redevelopment* of 5,000 square feet or more in one of the categories listed above 10.Redevelopment* of 10,000 square feet or more to a Single Family Home, without a change in landuse. If any of the boxes 1-10 are checked YES, this project will require the preparation of a Low Impact Development (LID) * Plan with a Maintenance Agreement* SPECIAL PROVISION PROJECTS 11.Green street* project 12.Single family hillside* home If any of the boxes 11-12 are checked YES, this project will require the preparation of a plan with special provisions associated with the type of development. *Defined on back. Applicant Name Applicant Signature Applicant Title Date