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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />r[� a . • . <br />• � <br />CELL SEE PLAN FOR SIZE AND <br />4 4. <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />t a <br />D aa. <br />SPACING REQUIREMENTS <br />I. <br />LLI <br />SPACING <br />GARAGE DOOR <br />W <br />c] O <br />RECESS <br />Qr�— <br />V. FM <br />g0 <br />C w 2 <br />8" CMU WALL <br />O <br />8" CMU WALL <br />I . t I CORNER BARS, SAME SIZE AS LARGER BAR <br />• <br />W w B' <br />O io <br />2 <br />`D <br />+- 0'-0" <br />° _ <br />•I IN FOUNDATION WITH 30" LEG EACH <br />UI U <br />+- 0A <br />- .a WAY AT ALL CHANGES IN DIRECTIONS <br />W <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />r�UAND <br />w..' ° <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />•'?�" <br />a <br />EXTPORCH SLAB < <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />18" <br />•SEE <br />EXT. PORCH SLAB <br />-VARIES <br />SLAB SCHEDULE TOP OF GARAGE <br />' v. LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />-' <br />MASONRY <br />UNITS SET <br />Zip. AT ELEV: <br />W/ 1,121SOLATION ., • <br />JOINT (WHERE a • <br />6' CHAMFER (2STORY) <br />pq pq^ <br />W/ 1/2" IS <br />4" CHAMFER (1STORY) <br />8" CHAMFER (2STORY) <br />0'-0" <br />APPLICABLE) i - <br />SEE SCHEDULE <br />JOINT (WHERE <br />EE SCHEDULE'PLICABLE) <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />iWHEN <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />g <br />BAR QUANTITY <br />NUMBER OF BARS (e. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />BDALE:&"'=,•-0• <br />2 <br />SCALE: 3l4"=1'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />4 <br />SCALE: 3/4`=1'-0' <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL WI 16d COMMON <br />NAILS, 2-ROWS, C 0/C BTM. VERIFY HEIGHT <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />I <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2- PART <br />g <br />SPACING. SINGLE STM. PLATE <br />/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @BASE <br />a EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH R SET IN HIGH <br />WASHER SET IN HIGH STRENGTH <br />STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />8`, UNO <br />PLATE <br />EPDXY 5-12"EMBED. MIN. 16" OC <br />/10d MASONRY <br />o <br />O FOLLOW ALL MANF. <br />= <br />SIMPSON SPH4 SPHB <br />O/C STAGGERED. <br />in <br />C SPECIFICATIONS FOR <br />U ¢ I <br />BTM AND TOP PLATE <br />LA <br />NAL METAL <br />c/ USE AND <br />ANCHORS WI 10d x 1 1/2" <br />CTORS NOT <br />SECURE FLANGE TO <br />I=- PREPARATION OF <br />C) <br />COMMON NAILS FILL ALL <br />ED WHEN NO <br />SLAB W/(4)1/4` X 2 1/4" <br />HOLE. <br />w C <br />/n <br />HOLES, DO NOT USE 10d W <br />S PRESENT. <br />LR <br />TAPCONS <br />x 3" K SEE SLAB SCHEDULE <br />Cd <br />AB SCHEDULE <br />a°QO <br />TOP OF SLAB . <br />TOP OF SLAB <br />4"CHAMFER(1-STORY) <br />6" CHAMFER (2STORY)ULE <br />=AND <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=1'-0" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />(W/UPLIFT) <br />SCALE:3/4"=V-0" (NO UPLIFT) <br />SCALE:3/4"=l'-0r <br />LAP TOP PLATE A MIN. OF 46" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2 <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL WI SYP No 2 STUDS SEE <br />Q "' <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0. <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />C <br />W <br />16" 0/C STAGGERED. <br />ADDITIONAL METAL <br />O <br />a <br />CONNECTORS NOT <br />C CL <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />� Z <br />P(TYP. ) <br />T O RED LINTE <br />L CONT. <br />6" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />-�° <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />112" DIA. SIMPSON STS2 BOLTS 5" <br />+- 0'-0" <br />2 <br />s <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />4j <br />I. "ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />•.� •.. <br />m <br />POURED MONOLITHICALLY WITH <br />Qe•. <br />-}-�-l� FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />`� SCALE: 3/4"=V-0" (NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-9 <br />_j <br />11 SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.atdasigagroup.00m <br />L AA N: 0003325 <br />1 <br />a <br />e <br />�j <br />MMOIN <br />ausDm so IAT: <br />ABBOTT PARK <br />LOT #2 <br />BLK #15 <br />PItOJECT11111 <br />04181.000-02151 <br />MODEIA <br />4EBB <br />"1828-CALM" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />0 <br />DaWT <br />A M.. 08/13/20 <br />SCA=: 1/4"=1'-0" <br />BIDET <br />S1.1A <br />