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<br /> = m 415-451-2500 415-451-2595 fax
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<br /> w a +/-18" (E) FTG. VMI JOB NUMBER
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<br /> Q � LATERAL FORCES JOB NO.: 21M090
<br /> _� 1/A �® 20049
<br /> 11 S ► ♦e assoclat WALL BRACING DATE: 7/31/22
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<br /> 2. ALL BEAMS AND JOISTS SHALL BE SEAT CUT FOR FULL UNIFORM
<br /> C6 o BEARING AT SUPPORTS, BEAM SEATS AND COLUMN CAPS.
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<br /> 4. FOR STUD WALL WIDTHS SEE SHEET Al TYP., U.N.O. I `
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<br /> 6. FOR AWNING ANCHORAGE, SEE SHEET S4.1 & S4.2
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<br /> rn U¢7 . ALL NAILED STRAP CONNECTIONS SHALL HAVE AN EQUAL NUMBER :• a
<br /> OF BOLTS OR NAILS EACH SIDE OF THE SPLICE JOINT. THE FIRST
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<br /> NAIL FROM EACH SIDE OF THE SPLICED OR STRAPPPED MEMBER J RECORD DATES
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<br /> Z o THE SPECIFICATIONS AT THE TIME OF INSTALLATION AND AT
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<br /> A. DIMENSIONS NOTED ARE TO FACE OF CONCRETE. REFER TO DWG. A1.0 FOR PRB MANAGEMENT INC
<br /> of w a DIMENSIONS TO FACE OF STUD AND OTHER DIMENSIONS NOT OTHERWISE NOTED.
<br /> B. DRAWINGS SHALL NOT BE SCALED. ALL DIMENSIONS AND FIT SHALL BE DETERMINED EXISTING 411 THICK SLAB. 4709 Mangels Blvd.
<br /> m AND VERIFIED BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK. 5i 0 AB @ 24"C. Fairfield,CA 94534
<br /> 0 8 2 EXISTING 15"WIDE x 18" DEEP CONTINUOUS FOOTING W/
<br /> Lou C. DETAILS NOT FULLY OR SPECIFICALLY SHOWN SHALL BE OF SAME NATURE AS OTHER EMBED = 7" (2) # 5 BARS TOP&BOTTOM SITE*3560
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<br /> 180°HOOK AT TOP 6 1/2" SEE SHEAR WALL SCHEDULE,A3.1 USING SIMPSONS DOWELS @ 12"O.C.
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<br /> SLAB. #4 CONT.@ CURB 61T 2x OR 4x P.T.SILL PLATE OVER SILL SET-XP' EPDXY #5 CONT ® SEE SHEET A1. FOR STUD AND CRITICAL FINISH. PROJECT
<br /> o o CONCRETE: ^w (ESR-2508) TACO BELL
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<br /> LI 0 THE FOLLOWING MIN. ULTIMATE COMPRESSIVE STRENGTHS AT 28 DAYS: �? W/#4 @ 18"O.C. EACH WAY 1.5" MIN. 6 STUD SETBACK 1/2" FROM EDGE OF CONCRETE, TYPICAL. STOCKTON CA. 95210
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<br /> m 0 LOCATION 28 DAYS PSI SIZE- INCHESS INCHES TOLERANCE _ FOUNDATION FO NDATION E N APN#000-000-000
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<br /> 0 §w CONCRETE MIX DESIGN AND TESTING SHALL MEET WITH THESE SPECS. CEMENT SHALL } Q CO
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<br /> Y 0 O C. BE IN ACCORDANCE WITH ASTM C 150 TYPE II. VERIFY MIN. CONC. STRENGTH AND a a z _ -
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<br /> �I T o D. REINFORCING STEEL SHALL CONFORM TO ASTM A-615, GRADE 60. STEEL SHALL BE -]12" / a \/\/\� z a O o
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<br /> w W KEPT CLEAN AND FREE OF RUST. V a z (� - „
<br /> CONCRETE CURING SHALL BE IN ACCORDANCE WITH REQUIREMENTS OF ACI-318-95 SIDEWALK REINFOR. \/ \\�\\��� z 4 00
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<br /> E. SECTION 5.11 AND STANDARD PRACTICE FOR CURING CONCRETE REPORTED BY a a _co a a 4a O co
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<br /> N a co ANCHOR BOLTS-A36 OR A307, USE 5/8" DIAMETER x 12" (18"AT CURBS)ANCHOR BOLTS as `' J v -
<br /> � z Z REINFORCED CONC. "' U `y'
<br /> � �� (A.B.)AT 16"O.C. U.O.N. ANCHOR BOLTS SHALL BE TIED IN PLACE PRIOR TO PLACEMENT OF CONC. PERIMETER FOOTING
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<br /> N FOOTING. IF MINIMUM CANNOT BE SUSTAINED DEMOLISH EXISTING TOWER FOOTING 2"CLEAR IF FORMED;
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