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CITY OF SANTA ANA <br />mrtnTg-and�vilrtm��g e n c y <br />1 3/4" M I N <br />TYP. <br />HDU2 <br />LL <br />12" <br />NEW FOOTING <br />SIMPSON SSTB we <br />NOTES: <br />HOLDOWN <br />BOLTS <br />INCHES <br />4X4 POSTS CAN BE <br />HDU2 <br />SSTS20 <br />16 Sid' <br />REPLACED W/ 2-2x4 AS <br />HDW <br />SST824 <br />ZQ <br />LONG AS NAILS ARE <br />MAINTAINED W/ MIN. EDGE <br />HDUSMTTS <br />SST824 <br />205/6' <br />DISTANCE AS REQUIRED BY <br />HDU8lHDO8 <br />I SSTB28 <br />11 24 718- <br />THE MANUF. SPEC. & S.W. <br />HDU11 <br />SB1X30 1 <br />24- <br />EDGE NAILS STAGGERED <br />ON BOTH STUDS. <br />NOTES' <br />SEE PLANS FOR HOLDOWN TYPES & INFORMATION NOT SHOWN. <br />REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT <br />SHOWN. <br />WHEN 3-2X MEMBER IS USED FOR HDU 1/4"OX4 1/2" SDS SCREWS SHOULD BE USED. <br />SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS <br />PER ICC-ESR-2611 <br />Hni nnwN INSTAI I ATInN <br />no N FnnTINC- <br />NEW EXISTING <br />FOOTING FOOTING <br />r\/Ir1T1w 1/1 T,O1 w I1—\A/ r/1/1T1K 1/1 <br />LTP4 @48" O.C. OR <br />SEE SHEAR WALL <br />SCHEDULE <br />MATCH SHEAR <br />WALL BELOW <br />2X <br />STUD <br />2X <br />BLK'G <br />LTP4@ 48" O.C. OR <br />SEE SHEAR WALL <br />SCHEDULE <br />SHEAR WALL PER <br />PLAN CEILING JOIST <br />PER PLAN <br />DBL. TOP PLATE OR <br />BEAM <br />SHEAR TRANSFER DETAIL <br />6" LONG <br />REBAR <br />,A OR <br />(N)ASTU F1554 GRO. 36 <br />5A THREADED ROD STEEL <br />PER PLAN (ICC—ESR 02508) <br />DRILLED HOLE PER NOTE A 1 <br />44 POST <br />2x4 TRIMER <br />SILL PLATE <br />(N)PLYWO SHTG. OR OSP. <br />WHERE OCCUR <br />2x D.F.P,T. PLT. <br />Z <br />"3/DGE I N n <br />(E) FOOTING <br />12" MIN. <br />VERIFY <br />(N) ANCHOR BOLTS @ EXIST. FOOTING <br />4x HEADER <br />SEE PLAN <br />CS20 TYP. <br />44 - <br />POST <br />2x4 <br />TRIMER <br />(TYP.) <br />#5 @16 DOWEL IN <br />DRYPACKED HOLE USING <br />2"X "D.F.P.T. <br />SET-XP HIGH STRENGTH <br />PTL. WI 5/8" DIA. PER SHEARWALL <br />EPDXY ADHESIVE ICC-ESR <br />OR A.B. @48" O.C. <br />2508 <br />EX. CONC. SLAB <br />26 GA. GS. <br />WEEP SCREED <br />B.N <br />F.S. <br />1_g <br />adz <br />' <br />�z w <br />LU <br />co <br />2#4 BARS TOP & BOTTOM <br />ANCHOR BOLT <br />7 1/9" PNARPnKAPNT <br />12 <br />NEW FOOTING <br />NEW FOOTING & A.B. <br />DBL. TOP PLATE 4x8 <br />HEADER <br />SEE PLAN <br />OPENING <br />CS20 TYP. @ TOP <br />& <br />BOTTOM <br />nvwvvv iv ry v..nvr� <br />WHERE <br />OCCURS. SEE PLAN. <br />6) SHEAR WALL ELEVATION 7 STRAP @ OPENING (8 <br />ROO � SIMP. A35 (E) RAFTER <br />F <br />#4 @24 DOWEL IN <br />DRYPACKED HOLE USING <br />24" #4 REBAR SET-XP HIGH STRENGTH <br />IIKL� X EPDXY ADHESIVE ICC-ESR <br />2508 <br />_/DBL. NEW <br />TOP CONC. <br />PLATE SLAB EX. CONC. SLAB <br />N <br />2X BLK'G W/ ° <br />2X STRUT SIMP. CS16, • <br />@ 24" O.C. 6 BAYS MIN. <br />TIE TO NEW _ 'I <br />SLAB REBARS x <br />• <br />MIN 6" EMBEDMENT <br />12 <br />EX. FOOTING <br />12 NEW. CONC. SLAB TO EX. FTNG ' 13 <br />MECHANICAL FA: <br />AS <br />NECESSARY IN <br />CORNERS <br />THROUGH GRAD <br />VYCOR <br />NAILING FI <br />WEATHER RESIS <br />DO NOT FLASH 0 <br />BOTTOM <br />NAILING FLANGE <br />SILL PLO <br />GRACE VYCORNI <br />OR <br />CORNER PATCH <br />NAILING FLANGE <br />i <br />(N) HDU2 H.D. <br />TO BE USED <br />E <br />IN) mundabx s <br />bliockng, as req..uL <br />{E► Foundation &II <br />_ <br />IE► RemiorcxV <br />= <br />bars. if presimt <br />I <br />IE) Concrete <br />foundation <br />1 1 <br />r fir 'm= ;i <br />4. <br />i L . ... i+f <br />-" T mm <br />W <br />SECTION <br />Foundabm sA BLOCKING REQUIRED) <br />RETROFIT HOLDOWN <br />DETAIL <br />WEATHER RESISTIVE BARRI% <br />TEN <br />O <br />O <br />%eE <br />IVE BARRIER <br />ER <br />R <br />— <br />O <br />DO NOT FLASH OVER <br />BOTTOM GRACEVYCORPLUS <br />NOTES: NAILING FLANGE <br />HEAD FLASHING TIE-IN INSTRUCTION: <br />1. CUT FOLD UP AND TEMPORARILY SECURE WEATHER RESISTIVE BARRIER ABOVE HEADER TO ALLOW FOR FLASHING INSTALLATION <br />2. INSTALL GRACE VYCOR PLUS HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER ALONG HEADER <br />3. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD FLASHING AND SEAL WITH TAPE AS SHOWN ABOVE <br />WINDOW FLASHING 9 <br />2x STUDS <br />@ 16" O.C. <br />R-15 BATT - <br />INSULATION <br />SECTION <br />{NO foundation siI19LOCKING <br />REOUIRED) <br />5/8" TYPE <br />'X' GYPSUN4 <br />BOARD <br />4 d 4" CONC. SLAB <br />ONE HOUR FIRE RATED <br />WALL EXTENSION(�o <br />�8" STUCCO <br />2x STUDS <br />FINIS <br />@ 16" O.C. <br />STRUCTURAL <br />R-15 GATT <br />SHEATHING AS <br />INSULATION <br />REQUIRED <br />41 <br />C0 <br />Z) <br />0�0 <br />(� <br />I-W- <br />�ZU <br />o¢=o1 <br />zx <br />UZ <br />X <br />�w0 <br />W <br />SHEAR @ C.J. & R.R. 11 <br />SHEAR WALL SCHEDULE <br />TYPE <br />SHEATING 1 <br />() <br />15/32 STIR 10. <br />S <br />NAIL <br />SIZE (2) <br />10d <br />EDGE !FIELD NAIL <br />NAIL SPACINGSPACING <br />6" 12" <br />SILL TO <br />WOOD CONN. <br />SDS <br />1 /4"x6" @ <br />16" <br />SILL TO WOOD <br />CONC. CONN (1) <br />ALLOW S. W. <br />S. (PLF) TYPE (3) <br />340 1 <br />Z& <br />2x: 5/8" O A.B. @ 32" <br />3x: 5/8" O A.B. @ 48" <br />1. ALL ANCHOR BOLTS TO BE 5/8" DIAM. MIN. SIZE WITH 3"x 3"x 1/4" THICK WASHERS TYP. <br />2. FOR ANCHOR BLOTS IN EXISTING CONCRETE USE 5/8" DIAM. STEEL THREADED ROD WITH SIMPSON <br />SET -EPDXY WITH 5" MIN. EMBEDMENT (ICC-ES ESR-1772, SPECIAL INSPECTION IS REQUIRED) <br />3. ALL SHEAR WALLS TO EXTEND FROM FINISH FLOOR TO ROOF SHEATHING TYPICAL. <br />4. IT IS ACCEPTABLE TO USE O.S.B. PANELS AS SUBSTITUTE FOR PLYWOOD PANELS SHOWN ON PLANS <br />FOR ROOF AND SHEAR WALLS WITH THICKNESS INDICATED ON PLANS. <br />HEADER SCHEDULE <br />NON - BEARING WALLS <br />BEARING AND EXTERIOR WALLS <br />HEADER <br />OPENING WIDTH HEADER SIZE OPENING WIDTH SIZE <br />T,. <br />OPENING <br />WIDTH <br />NUMBER OF FULL - HEIGHT STUDS <br />EXT. WALLS <br />INT. BRNG. WALLS <br />I. NO B. WILLS <br />J,-,-E: CP/IT FJL_—I--. 'T D7 V/17E _'��- FC = <br />CEILING JOIST SCHEDULE <br />CLEAR SPAN "L" <br />JOIST SIZE & SPACING <br />;" <br />i;'1� a -, <br />-) LL <br />- zc J11, <br />id NA.:L_; <br />'K'G <br />HEAR <br />Ved <br />ow JIUZ <br />iam"UILDERS INC <br />core niercial* multifamily a r-esicientiat <br />THDAWIGN AND DRAWINGS, ARE <br />HT PROTECTED AND ARE <br />TH EXCLUSIVE PROPERTY OF J&C BUILDERS INC, <br />THEY SHALL BE <br />NO USED, MODIFIED DUPLICATED IN <br />ASSIGNED TO A THIRD PARTY WITHOUT <br />THE WRITTEN AUTHORIZATION <br />OF J&C BUILDERS INC. <br />CONSULTANTS <br />OWNER <br />Juan Silva <br />949-232-3265 <br />CONTACT PERSON <br />Jose Zambrano <br />1117 SANTA FE AVE. #100 <br />LONG BEACH CA 90813 <br />MOBILE: 562 522 3549 <br />EMAIL: info@jchomebuilders.net <br />DESIGNER <br />J&C BUILDERS INC <br />1117 SANTA FE AVE. #100 <br />LONG BEACH CA 90813 <br />MOBILE: 562 522 3549 <br />EMAIL: info@jchomebuilders.net <br />T-24 <br />No. Description Date <br />APPROVAL STAMP <br />Convert 360 ft2 garage <br />+ 150 ft2 Add for a total <br />of 510 ft2 A D U <br />909 S Pacific Ave, <br />Santa Ana, CA 92703 <br />F UNDATION & FRAMING <br />DETAILS <br />Project umber 0001 <br />Date 02-13-2025 <br />Drawn by J&C Builders <br />Checked by <br />02-S-02 <br />