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CITY OF SANTA ANA 0 � C neyI A.BOLT 016'O.C. I I I I I II I I I I I I I I (E) RAGED FOUNDATION --------- -----------------------, I I I I I I I I I I I I I I I I I (E) RAGED FOUNDATION I I I � I I I I � � I I I I I I I I I I I I I II I I I I I I I I I I I I I I I I I I I I I I i I I L---------------- ---------------j I ----I--- --— —----1---------J FOUNDATION PLAN SCALE: 114" = I'_0" (E OR N)2x STUDS---- 2x PLT. (N)SHEATHING PER PLAN \ (N)S.S.T. "A-35" @ 32"o.c. (N)SSTB16 5/8"DIA. 38' (N)2x D.F.P.T. PLT. (N)2x F.J.'s PER PLAN (N)EXTER. COVER PER PLAN (N)16d ® 6"o.c. (N)2x BLK'G. (N)POURED CONC. STEM /(USE #3 VERT. ® 24" o.c. IF OVER 24" IN HT. ABOVE FOOTING) N)(2)3x3xO.229" STEEL PLT. OR BLOCKING , N)WEEP SCREED WHERE OCCUR Q z 8"MIN. 8" MIN. iii T. FG CRAWLSPACE Aa llI=III=III=' w °0 1-III-1 1. a .. 6" MIN—. z N (2)#4 BARS CONT. T & B — — _ ';°`; 12" MIN. (N)POURED CONC. FTG.—_--/ 11 2 3" CLR.* STUCCO ONLY RAISED FTN . EXT. FOOT N G NOT TO SCALE *SEE HOLDOWN BOLTS TABLE FOR TYPES EMBEDMENT AND DIAMETER. NOTE: STUDS TO BE CONT. N)EXTER. COVER PER PLAN EDGES OF SHEAR PANELS (N)S.S.T. "H. ." PER PLAN WHERE H.D.'S ARE REQ'D. (LARR:25720) (N)S.S.T. CNW 5/8 (N)A.B.'S 5/8 ASTM F1554 GRADE 36 (N)PLY. PER PLAN WEEP SCREED* (N)2x D.F.P.T. PLT.E(N)POURED CONC. STEM (USE #3 VERT. @ 24" (N)2x FLR. JST's ox. IF OVER 24" IN � HT. ABOVE FOOTING.) �z z Q 8" MIN. o- CRAWLSPACE — — — F.G. A l l III-1 I -1 I P It + �a 6" MIN. z (2)#4 CONT. T&B '-III i 12" MIN. POURED CONC. FTG. F.G. 12" L3" CLR. AT STUCCO HOEDOWN NOT TO SCALE PROVIDE S.S.T. "ST22" ® NEW/ EXIST. SILL PLT. CONNECTION (WHERE OCCURS) EXIST. 2x P.T. PLT. TOP OF (E) CONC. USE SIKADUR 32 OR EQUIVALENT ROUGHEN CONCRETE BEFORE POURING FOUNDATION NEW 2x P.T. PLT. TOP OF (N) CONC. 9� D (1)#4 DOWEL , TOP & BOTT. ° W/"EPDXY-TIE" P SYSTEM HILTI RE 100 ESR-3829 BOTT. OF I 8 12 I , BOTT. OF (E) FTG. >.D. (N) FTG. * MIN. EMBED. PLAN. ON EXIST. FTG. l NEW NEW TO EXISTING FTG. NOT TO SCALE (N)SSTB16 5/8"DIA. (N)D.F.P.T. PLT. @ 38" (N)(2)3x3x3/16" (N)S.S.T GH 48-8 STEEL PLT. WASHER # 4 TOP. z 00 _j FG � k � � I W _ 6"MIN. (N)GIRDER z (N)POURED CONC. FTG. t `V (N)(2)#4 BARS CONT. T&B 12" GIRDER- FOUNDATION NOT TO SCALE (N)SHEATHING PER PLA (N)2x FLOOR JOIST — PER PLAN , Al z - o� 4x4 POST N Z 777^ (N)(3)# 16' SQ. PAC EACH DIRECTION RAISED FLOOR PIER NOT TO SCALE 2x BLK'G -- (N)4x GIRDER PER PLAN (N)S.S.T. "BC4" (N)S.S.T. PB44 FG (N)POURED CONC. FTG. GENERAL FOUNDATION NOTES 1. SOME ASSUMPTIONS WERE MADE ABOUT INACCESSIBLE PORTIONS OF THE EXISTING FOUNDATION AND FRAMING 3ASED ON COMMON BUILDING PRACTICES TODAY. THE CONTRACTOR I SHOULD VERIFY ALL EXISTING CONDITIONS PRIOR TO ST RTIE ANY WORK AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THIS OFFICE. 2. FOUNDATION DESIGN IS BASED ON SOIL BEARING CAPACITY OF 150CPSF. Md ( 3. USE 2500 PSI CONCRETE FOR FOUNDATION TYPE V CE E"T AND WATER -CEMENT RATIO 0.45 MAX. 4. SATURE THE SOIL 18-IN DEEP BEFORE PLACING THE CONCRETE SLAB. 5. WEEP SCREED FOR STUCCO PLATE LINE SHALL BE A MINIMUM OF 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS.(CRC R703.7.2.1, CBC 2512.1.2) ANCHOR BOLTS, FASTENERS AND HOLD-DOWNS NOTES 6. ANCHOR BOLTS SHALL BE MIN. 5/8"OX12"L. "L"-BOLTS W/ 3"X3"XO.229" PLATE WASHERS @ 48"O.C. (U.N.O.) & WITHIN 12" OF PLT. CUTS AND EMBEDDED 9" INTO CONC. (U.N.O.) (SEE SHEARWALL SCHEDULE WHERE APPLIES) 7. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE 0.229 X 3 IN X 3 IN PLATE WASHERS ON THE POST OPPOSITE THE HOLD-DOWN, AND HOLD-DOWNS SHALL BE TIGHTENED TO FINGER TIGHT PLUS ONE HALFT WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 8. HOLD DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION. 9. ALL ANCHOR BOLTS & H.DOWN BOLTS SHALL BE PLACED WITH TEMPLATE PRIOR TO CALLING FOR FOUNDATION INSPECTION. 10. FASTENERS AND CONNECTORS (NAILS, ANCHOR BLOTS, ETC.) IN CONTACT WITH PRESERVATIVE -TREATED WOOD SHALL BE OF HOT -DIPPED ZINC -COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER.(CRC R317.3, CBC 2304.10.5.1) 11. ANCHOR BOLTS SHALL INCLUDE STEEL PLATE WASHERS, A MINIMUM OF 0.229"X3"X3" IN SIZE, BETWEEN SILL PLATE AND NUT. (CRC R602.11.1, CBC 2308.3.2, ACCEPTABLE ALTERNATE SDPWS 4.3.6.4.3) GRADING NOTE 121. IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS REPORT IS REQUIRED. CONTRACTORS NOTES 1.1i, THE CONTRACTOR SHOULD VERIFY ALL EXISTING CONDITIONS PRIOR TO STARTING ANY WORK AND BRING ANY DISCREPANCIES TO THE ATTENTION OF THIS OFFICE. 14. IT'S CONTRACTORS RESPONSIBILITY TO PROPERLY SHORE STRUCTURE DURING CONSTRUCTION. HOLD-DOWN SPECIFICATIONS HOLDOWN BOLTS TABLE HDU # EPDXY NEW JANCHOR BOLT MIN. EMBEDMENT DIA. HDU2 X SSTB16 13 in. 5/8" HDU4 X SSTD16 13 in. 5/8" ENGINIA]PL%, Design & Development Desien & Develo>ment 3655 Torrance Blvd. Ste.300 Torrance, Ca, 90503 Toll Free: 1—877-821 —1213 E—Mail: infoOenginiar.com www.enginior.com /SoFFESS/p,V S� 4 VETS 9��A CO76091 m d EXP. 06.30.2026 C-A \� CIv�� /l I AIA I r-r). JESUS LOPEZ ADDRESS: 2314 LARCHMONT AVE. SANTA ANA, CA 92706 SCALE: 1 /4"=1'-0" DESIGN BY: F. B. DRAWN BY: E.W DATE: REV.0 05-24-24 JOB No.: 18-SANA-24 SHEET: