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CITY OF SANTA ANA <br />Planning and Building Agency <br />REVI <br />CONSTRUCTION NOTES: <br />FOR <br />1.- THE CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS <br />IN THE <br />PLANS BY: <br />2. ALL FIOOTINGS SHALL BE PLACED ON LEVEL UNDISTURBED SOIL. <br />3.-CONCRETE SHALL ATTAIN COMPRESSIVE STRENGTH OF 2500 PSI <br />M <br />AT 28 DAYS. <br />a S <br />e r ID: <br />4.-MIN. SOIL BEARING PRESSURE IS 1000 LBS. PER. SQ. FT. <br />5.-INSULATION COMPLIANCE CARD SHALL BE PERMANENTLY POSTED WITHIN <br />Dat <br />R C DESIGNS <br />DWELLING. <br />. . e <br />6.-CONCRETE MIX 1: 2/2: 3 1 /2. <br />7.-ALL MUDSILLS TO BE FOUNDATION GRADE OR PRESSURE TREATED DOUGLAS <br />FIR -BOLTED W/ 5/8" 0 X 12" A.B. EMBEDDED 7" INTO CONGA 4'-0 O.C. MAX & <br />WITHIN 1'-0" OF ALL CORNERS. <br />8.-THE CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY VERTICAL <br />P. 0 B O X. 146 <br />& LATERAL BRACING © ALL TIMES DURING CONSTRUCTION & UNTIL STRUCTURE <br />IS COMPLETELY TIED TOGETHER. <br />D O W N EY CA. <br />9.-ALL FRAMING LUMBER TO BE GRADE MIN. FOR VERTICAL MEMBER <br />CONSTRUCTION GRADE MIN. TO BE SELECT STRUCTURAL DOUGLAS FIR. <br />90241 <br />SELECTED FOR ABSENCE OF VISUAL DEFECTS & POWER SANDED WHERE <br />NECESSARY BEFORE ERECTION. <br />(56 ) 3 0— 2 2 9 3 <br />10.-FIREBLOCKING @ FLOOR, CEILING COVES & MID -HEIGHT OF ALL WALLS. <br />11.-DIAGONAL BRACING @ ALL CORNERS & EA 25 LIN. FT. OF WALL. <br />12.-ROOFING:5 LAYERS -NO. 15 # ASPHALT FELT & GAVEL. 500# GRAVEL <br />PER SQ. OVER 3" INSULATION. <br />8/31 /2024 <br />13- CONTINOUS INSPECTION BY A DEPUTY INSPECTOR IS REQUIRED FOR <br />EDGAR RIOS <br />ALL EPDXY APPLICATIONS <br />PROJECT <br />14- IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOIL INVESTIGATION <br />REPORT MAY BE REQUIRED. <br />BUILDING DESIGNER <br />15- HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRED APPROVED <br />PLATE WASHERS AND HOLD-DOWNS SHALL BE FINGER TIGHT AND 1./2 WRENCH <br />TURN JUST PRIOR TO COVERING THE WALL FRAMING. CONNECTOR BOLT INTO <br />WOOD FRAMING REQUIRES STEEL PLATE WASHERS IN <br />ACCORDANCE WITH TABLE 2305.5 OF THE LA BUILDING CODE (2305.5) <br />16- ANCHOR BOLTS 5/8" X 12 BOLTS EMBEDDED 7" MIN. INTO <br />FOOTING WALL AND SPACE 48" O.0 STARTING 12" OF SILL ENDS <br />17-FOOTING SILL SHALL HAVE FULL BEARING ON THE FOOTING <br />WALL OR MORTAR BED. <br />18-EXTERIOR AND INTERIOR BEARING WALL FOOTING SHALL BE CONTINUOUS. <br />19. FOUNDATION ANCHOR BOLTS SHALL INCLUDE 0.229" X 3" X 3" STEEL PLATE WASHERS <br />PER CBC SECT. 2308.12.8. <br />20, ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL PLATE SHALL HE OF <br />HOT- DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR <br />COPPER - PER CBC SECTION 2304.9.5. 1. <br />21- BOLTS HOLES IN WOOD SHALL BE 1/16" TO 1/16" OVERSIZED. <br />88'-8" <br />(INSPECTOR TO VERIFY.) <br />10 <br />34'-2" 20'-4" 34'-2" <br />10 —2 10 —2 <br />These drawings and designs <br />are the property of <br />RC Designs & Drafting Co. <br />and can not be use by <br />others,copied or make <br />reproduction of it, without <br />i3 <br />SD1 <br />the written consent of <br />the authors/designers. <br />Notify the designer for <br />any discrepancy or <br />NOTES --——— <br />——————— <br />——————————————————————————————— — — — — ——— <br />————————----- <br />—————--————————— <br />———— — — — —-� <br />modification. <br />1,-C❑NTIN❑US INSPECTI❑N BY A DEPUTY INSPECT❑R I <br />T a a a <br />1 <br />IS REQUIRED FOR ALL EPDXY APPLICATI❑NS I <br />I I ° °� ° ° <br />aI I <br />44 <br />Q 3 <br />I <br />2,-STD. FTG, CONCRETE MIX 1 PT. CEMENT 3 PTS I I <br />3 ° <br />1 I Id4 ° <br />4 <br />.. I SD 1 <br />I I <br />I I <br />OF WATER PER SACK OF CEMENT.41 <br />3.-EXTERI❑R AND INTERI❑R BEARING WALL <br />F❑❑TING SHALL BE C❑NTINU❑US. I <br />° <br />I I d °. <br />NOTE: ° a ° <br />° BEFORE ANY SEALING <br />° I I <br />I I 8 <br />EXISTING <br />RAISED FLOOR <br />4,-PIERS SHALL NOT SUPPORT BEARING I I <br />° <br />I I ALL FLOOR MUST BE LEVEL <br />° SD1 <br />WALLS, PIERS MAY SUPPORT N❑N-BEARING <br />PARTITI❑NS AND FIRST FL❑❑R, <br />0_11 I I <br />° <br />SHEET TITLE:X <br />co <br />ANCHOR BOLT SCHEDULE <br />EXISTING a <br />° <br />cv(E) <br />I CONC. SLAB ON GRADE - <br />v58 <br />I I <br />0 ANCHOR BOLT L=12" @ 48O.0 <br />RAISED FLOOR TO BESEAIDWITH0 <br />FOUNDATION <br />d REDdAR EPO"SLAB C%TING <br />3"X3"X1/4" THICK STEEL PLATE WASHER IS I I <br />I 1ti a 1CPES#1413 ° <br />I <br />I I <br />P LAN <br />REQUIRED ON EACH ANCHOR BOLT I <br />I �� <br />° I <br />I .7 <br />3 <br />I 3 <br />I <br />I I SD1 ° °a ° SDI I' I SD1 <br />SD1° <br />° <br />I I e <br />I I <br />I I <br />PROPOSED: <br />I — — — <br />— — — — — — — <br />— — — — — — — — — — — — — — — — — — — — I 0 <br />I L — — — — — — <br />— — v— — — — — — — — — — — — — — — <br />— — — — — — J <br />I— <br />_.. J 's' <br />— — — — — <br />— — — — — — — <br />— — — — — — — — — — — — — —— �----2 „o-,e=l 2 <br />— <br />—— ——————————————— <br />—— — — — — — <br />GARAGE <br />SD1 SD1 <br />1 <br />CONVERSION <br />1 sD1 <br />SD1 <br />TO A. D. U <br />10'-2" 10'-2" <br />100# <br />NAME: <br />34'-2" 20'-4" <br />34'-2" <br />HECTOR FLAMENCO <br />88'-8" <br />(714) 615-7344 <br />FLOOR PLAN <br />LEGEND <br />PROJECT ADDRESS: <br />N <br />FOUNDATION <br />PLAN <br />NEW FOOTING <br />EXISTING FOOTINGS <br />1232 S SYCAMORE ST <br />UNIT "2" <br />SANTA ANA CA.92707 <br />SCALE <br />" _ ' " <br />1/4_ <br />DRAWN BY: <br />E.RR <br />DATE <br />8-31 —24 <br />JOB # <br />RC2024119 <br />S-1 <br />s <br />JCE <br />