Laserfiche WebLink
2 <br />4' <br />- <br />0 <br />" <br />4x4 <br />4x4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />2 <br />4' <br />- <br />0 <br />" <br />4x4 <br />4x4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />2 <br />4' <br />- <br />0 <br />" <br />4x4HDU4 <br />4x4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />2 <br />4'-0" <br />4x <br />4 <br />4x <br />4 <br />5/8" AB <br />@32" O.C <br />2 <br />8'-0" <br />4x <br />4 <br />HD <br />U <br />4 <br />4x <br />4 <br />5/8" AB <br />@32" O.C <br />4x <br />4 <br />4x <br />4 <br />5/8" AB <br />@32" O.C <br />2 <br />8'-0" <br />4x <br />4 <br />4x <br />4 <br />HD <br />U <br />4 <br />5/8" AB <br />@32" O.C <br />2 <br />4'-0" <br />2 <br />4' <br />- <br />0 <br />" <br />4x4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />4x4 <br />12 <br />SD1 <br />TYP. <br />12 <br />SD1 <br />TYP. <br />2 "3" CONC. SLAB OVER 10-MIL <br />VISQUEEN MOISTURE BARRIAR <br />4x4HDU4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />4x4 2 <br />2' <br />- <br />0 <br />" <br />4x4 <br />5/ <br />8 <br />" <br /> <br />A <br />B <br />@3 <br />2 <br />" <br /> <br />O <br />. <br />C <br />4x4 2 <br />2' <br />- <br />0 <br />" <br />19 <br />SD13 <br />19 <br />SD13 <br />19 <br />SD13 <br />2 <br />SD1 <br />2 "3" CONC. SLAB OVER 10-MIL <br />VISQUEEN MOISTURE BARRIAR <br />2 <br />SD1 <br />3 <br />SD1 <br />HDU4 <br />HDU4 <br />HDU4 <br />HDU4 <br />HDU4 <br />HD <br />U <br />4 <br />HD <br />U <br />4 <br />HD <br />U <br />4 <br />HDU4 <br />HDU4 <br />HDU4 <br />HDU4 <br />HDU4 <br />HD <br />U <br />4 <br />HD <br />U <br />4 <br />HD <br />U <br />4 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />3 <br />SD1 <br />21 <br />SD1 <br />21 <br />SD1 <br />21 <br />SD1 <br />3 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />11 <br />SD1 <br />3 <br />SD1 <br />LEGENDS : <br />DETAIL <br />SHEAR WALL NAME <br />SHEAR WALL LENGTH <br />NEW FOOTING <br />EXISTING FOOTING <br />X <br />L=X <br />X-X <br />X <br />SHEET NO.: <br />SHEET TITLE: <br />DATE: <br />DR <br />A <br />W <br />I <br />N <br />G <br />S <br /> <br />P <br />R <br />O <br />V <br />I <br />D <br />E <br />D <br /> <br />B <br />Y <br />: <br />OC <br />- <br />A <br />D <br />U <br />24 <br />8 <br />8 <br />1 <br /> <br />A <br />L <br />I <br />C <br />I <br />A <br /> <br />P <br />K <br />W <br />Y <br />, <br /> <br />S <br />T <br />E <br />. <br /> <br />E- <br />2 <br />2 <br />2 <br />, <br /> <br />L <br />A <br />G <br />U <br />N <br />A <br /> <br />H <br />I <br />L <br />L <br />S <br />94 <br />9 <br />- <br />4 <br />1 <br />4 <br />- <br />8 <br />7 <br />9 <br />9 <br />S-1 <br />FOUNDATION <br />PLAN <br />2025/01/20 <br />10 <br />1 <br />2 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br /># <br />2 <br /> <br />( <br />D <br />U <br />P <br />L <br />E <br />X <br />' <br />S <br />) <br />10 <br />1 <br />4 <br /> <br />W <br /> <br />3 <br />R <br />D <br /> <br />S <br />T <br /> <br />U <br />N <br />I <br />T <br /># <br />1 <br />& <br />U <br />N <br />I <br />T <br /># <br />2 <br /> <br />( <br />A <br />D <br />U <br />' <br />S <br />) <br />NE <br />W <br /> <br />D <br />E <br />T <br />A <br />C <br />H <br />E <br />D <br />AD <br />U <br />SCALE: 1/4" = 1'-0"1 PROPOSED FOUNDATION PLAN <br />FOUNDATION PLAN NOTES: <br />(N) CONTINUOUS FOOTING 12" WIDTH X 18" DEEP W/(2) #5 REBAR AT TOP AND (2)#5 BOTTOM. <br />(N) 3" CON. 3,000 PSI @ 28 DAYS W/ #3 @16" O.C. E.A. WAY OVER 10MIL VISQUEEN OVER <br />EX. GARAGE SLAB DRILLED INTO (E) FOUNDATION AND FILLED WITH SIMPSONS "SET-XP" <br />EPOXY. <br />NEW 12"X12"X12" DEEP PAD FOOTING W/#4 REBAR @6" O.C. MAX. EA WAY AT BOTTOM <br />1 <br />2 <br />3 <br />ANCHOR BOLT NOTES: <br />(N) FOOTING: 5/8 X 12" LONG BOLTS @ 48" (U.N.O.) <br />NOTES: <br />-IF MISSING ANCHOR BOLTS THEN DRILL 3/4" X 6" DEEP W/5/8: (RFB#5X10) @32" O.C. WITH SET- <br />XP EPOXY (SPECIAL INSPECTION IS REQUIRED) <br />-SCARIFY TOP 12" OR RE-COMPACT 4" PRIOR TO TRENCHING FOR THE UTILITY AND/OR <br />FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION <br />INSPECTION. PRE-SATURATION SUBGRADE TO 110% OF OPTIMUM MOISTURE CONTENT IS <br />REQUIRED, <br />CODE REQUIREMENT: <br />• <br />• <br />• <br />• <br />• <br />• <br />• <br />THIS PROJECT SHALL COMPLY WITH THE: <br />2022 CALIFORNIA RESIDENTIAL CODE (CRC) <br />2022 CALIFORNIA MECHANICAL CODE (CMC) <br />2022 CALIFORNIA PLUMBING CODE (CPC) <br />2022 CALIFORNIA ELECTRICAL CODE (CEC) <br />2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC) <br />2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) <br />2022 CALIFORNIA BUILDING CODE (CBC) <br />FOUNDATION NOTES: <br />1. <br />A. <br />B. <br />2. <br />3. <br />4. <br />5. <br />6. <br />7. <br />8. <br />9. <br />10. <br />11. <br />12. <br />13. <br />14. <br />15. <br />FOUNDATION HAS BEEN DESIGNED ASSUMING MIN. ALLOWABLE SOIL BEARING PRESSURE. <br />(SEC. 1802.6) SHALL BE AS FOLLOWS: <br />CONTINUOUS FOOTING : 1500 SF <br />ISOLATED FOOTING: 1500 SF <br />CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH (fC) OF 3,000 psi <br />ALL FOOTING SHALL BE POURED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR <br />APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE U.N.O. <br />ALL FOOTING SHALL BE CENTERED ON WALLS AND COLUMNS, U.N.O. <br />ALL EXISTING FILL SOIL AND DISTRUBED NATURAL SOILS ARE TO BE EXCAVATED AND <br />REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECONNECTION, <br />ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOIL ENGINEER, <br />COMPACTED FILL SHALL BE 95% DENSITY <br />PROVIDE MIN. 5/8" X 12" ANCHOR BOLTS WITH 3"X3"X1/4" WASHERS, EMBEDDED 7" MIN. INTO <br />CONCRETE OR MASONRY AND SPACE MAX. 48" O.C. PROVIDE MIN. 2 BOLTS PER PLATE <br />AND NOT MORE THAN 12" OR LESS THAN 4" OR PLATE END AND CORNER. (CHAPTER 4 CRC) <br />FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED <br />GLAVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN ACCORDANCE WITH <br />ASTM A 153(R317.3) <br />FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED <br />WOOD. FIELD-CUT ENDS, NTOCHES AND DRILLED HOLES OR PRESERVATIVE TREATED WOOD <br />SHALL BE FIELD-REATED PER AWPA M4.(R317.1.1). <br />ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE <br />REMOVED AND RELOCATED <br />THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES <br />INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ACCORDANCE WITH ALL NATIONAL <br />STATED AND LOCAL SAFETY ORDINANCE <br />READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94 <br />ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED <br />IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF <br />ANY CONCRETE <br />MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS SHALL CONFORM TO THE SOILS <br />ENGINEER'S RECOPMMENDATIONS UNLESS NOTED OTHERWISE <br />PROVIDE A MIN. 26-GAGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A <br />MINIMUM O F6" ABOVE EARTH OR 4" ABOVE PACED AREA. (R703.6.2.1) <br />WOOD SILL PLATE SHALL BE MINIMUM 8" ABOVE ADJACENT GRADE (R317.1) <br />STRUCTURAL DESIGN DATA: <br />VERTICAL LOADS: DEAD(DL) LIVE(LL) <br />ROOF LOAD:15 PSF 20 PSF <br />CEILING LOAD:10 PSF 10 PSF (UNINHABITABLE ATTIC WITHOUT STORAGE) <br />EXT. WALL LOAD:17 PSF <br />INT. WALL LOAD:7 PSF <br />WIND DESIGN DATA: <br />BASIC WIND SPEED:95 MPH <br />WIND EXPOSURE:C <br />EARTHQUAKE DESIGN DATA: <br />IMPORTANCE FACTORE:1 =1.0 <br />MAPPED Ss = 1.835 AND Si = 0.653 F =1.2 S =1.468 <br />SITE CLASS: D - DEFAULT <br />SEISMIC DESIGN CATEGORY: D <br />BASIC SEISMIC-FORCE-RESISTING SYSTEM = LIGHT-FRAMED WOOD SHEATHED SHEAR WALLS <br />RESPONSE MODIFICATION FACTOR, R = 6.5 <br />SEISMIC RESPONSE COEFFICIENT, Cs = 0.226 <br />ANALYSIS PROCEDURE USED:EQUIVALENT LATERAL FORCE <br />SOIL DATA: <br />ASSUME ALLOWABLE SOIL BEARING 1,500 PSI <br />e <br />a DS <br />RE <br />V <br />I <br />S <br />I <br />O <br />N <br /> <br />T <br />A <br />B <br />L <br />E <br />No <br />. <br />DA <br />T <br />E <br />RE <br />V <br />I <br />S <br />E <br />D <br /> <br />B <br />Y <br />DE <br />S <br />C <br />R <br />I <br />P <br />T <br />I <br />O <br />N <br />HISTORIC - 1012 W Third St & <br />1014 W Third St Unit 1 & Unit 2 <br />4/14/2025