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906 S Virlee St #2 - Plan
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906 S Virlee St #2 - Plan
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6/10/2025 8:24:02 AM
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6/10/2025 8:23:58 AM
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101119042
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906 S Virlee St Unit# 2
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P-1REVISION TABLENUMBERDATEREVISED BYDESCRIPTIONSHEET: <br />SCALE:DRAWINGS PROVIDED BY:DATE: <br />6/19/2024906 S VIRLEE ST & 906 S VIRLEE STSANTA ANA, CAFOUNDATION PLAN NOTES:FOUNDATION PLAN NOTES: <br />(N) CONTINUOUS FOOTING 12" WIDTH X 24" DEEP W/(2)#5 REBAR AT TOP AND <br />(2)#5 BOTTOM. <br />(N) NEW 5" CONCRETE SLAB WITH #4 REBAR @16" O.C. OVER 15MIL VISQUEEN <br />OVER 4" BASE OF 1/2" OR LARGER CLEAN AGGREGATE OVER COMPACTED SOIL. <br />NEW 24"X24"X24" DEEP PAD FOOTING W/3#4 REBAR @6" O.C. MAX. EA WAY AT <br />BOTTOM <br />ANCHOR BOLT SCHEDULES:ANCHOR BOLT SCHEDULES: <br />(N) FOOTING: 5/8 X 12" LONG BOLTS @48" (U.N.O.) <br />NOTES: <br />-IF MISSING ANCHOR BOLTS THEN DRILL 3/4" X6" DEEP W/5/8: (RFB#5X10)@ 32" <br />O.C. WITH SET-XP EPOXY (SPECIAL INSPECTION IS REQUIRED) <br />-SCARIFY TOP 12" OR RECOMPACT 4" OVEREXCAVATION PRIOR TO TRENCHING <br />FOR THE UTILITY AND/OR FOUNDATION 90% COMPACTION REPORT IS <br />REQUIRED AT THE TIME OF FOUNDATION INSPECTION. DAMP PROOFING, BASE <br />COURSE AND PRE-SATURATION ARE REQUIRED. <br />11 <br />22 <br />33 <br />CODE REQUIREMENT: <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 GREEN BUILDING STANDARDS CODE (CGBSC) <br />-2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES) <br />-2022 CALIFORNIA BUILDING CODE (CBC) <br />FOUNDATION NOTES: <br />1. FOUNDATION HAS BEEN DESIGNED ASSUMING MIN. ALLOWABLE SOIL BEARING PRESSURE. <br />(SEC. 1802.6) SHALL BE AS FOLLOWS: <br />A) CONTINUOUS FOOTING: 1500 PSF <br />B) ISOLATED FOOTING: 1500 PSF <br />2. CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH (f'C) OF 3,000 PSI, WATER <br />CEMENT RATIO OF 0.45 AND TYPE V CEMENT. <br />3. 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 />4. ALL FOOTING SHALL BE CENTERED ON PILASTER AND OR WALL AND COLUMN U.N.O. <br />5. ALL EXISTING FILL SOIL AND DISTURBED 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 />6. PROVIDE MIN. 5/8"x12" 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 AND <br />NOT MORE THAN 12" OR LESS THAN 4" OF PLATE END AND CORNER. (CHAPTER 4 CRC). <br />7. FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED <br />GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN ACCORDANCE WITH <br />ASTM A153 (R317.3). <br />8. FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED <br />WOOD. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE TREATED WOOD <br />SHALL BE FIELD-TREATED PER AWPA M4. (R317.1.1). <br />9. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60. <br />10. ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL <br />BE REMOVED AND RELOCATED. <br />11. THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES <br />INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ACCORDANCE WITH ALL NATIONAL <br />STATE AND LOCAL SAFETY ORDINANCE. <br />12. READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM <br />C-94. <br />13. ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE <br />SECURED IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE <br />PLACING OF ANY CONCRETE. <br />14. MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS SHALL CONFORM TO THE <br />SOILS ENGINEER'S RECOMMENDATIONS UNLESS NOTED OTHERWISE. <br />15. PROVIDE A MIN. 26-GAGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A <br />MINIMUM OF 6" ABOVE EARTH OR 4" ABOVE PACED AREA. (R703.6.2.1) <br />16. 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 15 PSF <br />EXT. WALL LOAD: 17 PSF <br />INT. WALL LOAD: 7 PSF <br />WIND DESIGN DATA: <br />BASIC WIND SPEED: 110 MPH <br />WIND EXPOSURE: B <br />EARTHQUAKE DESIGN DATA: <br />IMPORTANCE FACTOR, I = 1.0 <br />MAPPED Ss = 1.328 AND Si = 0.474 <br />SMS = 1.593 <br />SDS = 1.062 <br />SITE CLASS: D <br />SEISMIC DESIGN CATEGORY: D <br />BASIC SEISMIC-FORCE-RESISTING SYSTEM: BWS <br />RESPONSE MODIFICATION FACTOR, R = 6.5 <br />SEISMIC RESPONSE COEFFICIENT, Cs = 0.172 <br />ANALYSIS PROCEDURE USED: EQUIVALENT <br />SOIL DATA: <br />ASSUME ALLOWABLE SOIL BEARING 1,500 PSI <br />2 <br />SD111 1 <br />SD111 <br />1 <br />SD111 <br />1 <br />SD111 <br />1 <br />SD111 <br />21 <br />SD211 <br />2 <br />SD111 <br />22 <br />22 <br />22 <br />22 <br />22 <br />8'-0" <br />5/8" A.B. <br />@32"O.C.4X4HDU24X4HDU28'-0" <br />5/8" A.B. <br />@32"O.C.4X4HDU24X4HDU222 <br />22 <br />4'-0"4 <br />X <br />4 <br />H <br />D <br />U <br />2 <br />5/8" A.B. <br />@32"O.C. <br />4 <br />X <br />4 <br />H <br />D <br />U <br />2 <br />22 <br />8'-0"4 <br />X <br />4 <br />H <br />D <br />U <br />2 <br />5/8" A.B. <br />@32"O.C. <br />4 <br />X <br />4 <br />H <br />D <br />U <br />2 <br />22 <br />4'-0"4 X 4 <br />H D U 2 <br />5/8" A.B. <br />@32"O.C. <br />4 X 4 <br />H D U 2 <br />22 <br />4'-0"4 X 4 <br />H D U 2 <br />5/8" A.B. <br />@32"O.C. <br />4 X 4 <br />H D U 2 <br />22 <br />4'-0"4 X 4 <br />H D U 2 <br />5/8" A.B. <br />@32"O.C. <br />4 X 4 <br />H D U 2 <br />22 <br />12'-0" <br />5/8" A.B. <br />@32"O.C.4X4HDU24X4HDU222 <br />4'-0" <br />5/8" A.B. <br />@32"O.C.4X4HDU24X4HDU21 <br />SD111 <br />1 <br />SD111 <br />4 <br />SD133 <br />4 <br />SD133 <br />FOUNDATION PLAN: SCALE 1/4"=1' <br />S1 <br />HDU 2 <br />PORTAL <br />FRAMING <br />HDU 2 <br />PORTAL <br />FRAMING <br />FOUNDATION DESIGN: <br />FOUNDATION ENGINEERING HAS BEEN PREDICATED <br />ON DATA AND RECOMMENDATIONS CONTAINED IN THE <br />SOILS REPORT BY: EM SOCAL ENGINEERING. <br />THIS REPORT IS CONSIDERED PART OF THE <br />CALCULATIONS AND CONSTRUCTION DOCUMENTS <br />SHALL ADHERE TO ALL OF ITS RECOMMENDATIONS <br />AND REQUIREMENTS. VERIFY MINIMUM FOUNDATION <br />DEPTH, WIDTH, REINFORCING STEEL, AND ADDITIONAL <br />EXPANSIVE SOIL REQUIREMENTS WITH THE SOILS <br />REPORT. PRIOR TO REQUESTING A BUILDING <br />DEPARTMENT FOUNDATION INSPECTION, THE SOILS <br />ENGINEER SHALL INSPECT AND APPROVE THE <br />FOUNDATION EXCAVATION. <br />22 <br />8'-0" <br />5/8" A.B. <br />@32"O.C.4X4HDU24X4HDU24X4HDU24X4HDU222 <br />8'-0" <br />5/8" A.B. <br />@32"O.C. <br />1 <br />2 <br />3 <br />A B <br />906 S Virlee St & #2 - <br />10111904212/9/2024
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