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MIN. EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />Z <br />STEEL REINFORCING IN GROUTED <br />• <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTS <br />. p <br />0r. <br />Q <br />SPACING REQUIREMENTS <br />}t <br />SPACING <br />�v � •: _ •". <br />GARAGE DOOR <br />0m0 Lu <br />U <br />W <br />o � <br />W RECESS <br />J <br />O <br />CIA I <br />� <br />� <br />Q <br />1i FM <br />g7 <br />0_ N Z <br />8" CMU WALL <br />8" CMU WALL <br />, . - CORNER BARS, SAME SIZE AS BAR <br />s�- <br />CO 8' <br />O g <br />`Op <br />m <br />WITH N <br />OAT <br />N (w� <br />0-0' <br />TOP OF SLAB <br />m <br />+-0'-0' <br />TOP OF SLAB <br />!� WAYIN <br />ALL COHANGESDIRECTIONS <br />. SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />fA <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I •) <br />CURB FOR <br />EXT. PORCH SLAB <br />•gAND <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />CHAMFER (,STORY) <br />PORCH SLABW/12'ISOLATION <br />_VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />LL <br />m. I - CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Zt0° AT ELEV: <br />CHAMFER (2STORY)18"EXT. <br />#4 24 <br />W4"CHAMFER <br />(1STORY)JOINT(WHERE <br />Z <br />SCHEDULE„4 <br />JO6•'CHAMFER(2STORY)APPLICABLE) <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WXD, BAR SIZE <br />##6 <br />APPUC'''BLE) <br />? <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AR QUANTITY <br />2 <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />,I <br />2 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE SCALE �'"''°' <br />3 <br />4 <br />SCALE: 3/4"=1'-U' <br />SCALE: 3/4• =1'-0' <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALLW/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />2z4 OR 2ic8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2"CAPPED <br />j CO) NEW REINF. BAR <br />A <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ PART <br />¢ <br />SPACING. SINGLE BTM. PLATE <br />12)ff WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FUWGE BASE <br />IL g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE 70 <br />� Q 8•', UNO <br />PLATE <br />EPDXY S,2' EMBED. MtN. Q 18" OC <br />SLAB W/10d MASONRY <br />p <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX <br />NAIL ,6" O/C STAGGERED. <br />in <br />= ¢ I SPECIFICATIONS FOR <br />V) ¢ <br />USE AND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />a0 <br />F PREPARATION OF <br />ANCHORS W/ 10d x 1 12" <br />REQUIRED WHEN NO <br />SLAB W/(4I IWX21/4" <br />6F{OLE <br />COMMON NAILS FILL ALL O <br />a) UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE 10d W <br />W <br />x 3•' SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />[SEE <br />+ a' <br />TOP O_ F SLAB <br />,QQQ <br />4- CHAMFER (1STORY) <br />- <br />•' <br />- <br />6• CHAMFER (2-STORY) <br />a.�— <br />' `` , <br />4 <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4"=,'11" <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />INTERIOR CURB FOUNDATION WOOD WALL <br />� <br />SCALE: 3�4•'=1•-0'• (W/ UPLIFT) <br />6GALE: 3�4"=,•-0" (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48' <br />AND NAIL W/ 16d COMMON <br />Ar 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 />I <br />z <br />2X4 OR a6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q <br />PLANS FOR SPACING. SINGLE <br />}a} <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />F <br />¢ W <br />(0U <br />,6" O/C STAGGERED. <br />ADDITIONAL METAL <br />a <br />CONNECTORS NOTO <br />REQUIRED WHEN NO <br />a) <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />- <br />WPOURED <br />2X WALL FRAMING <br />EE SLAB SCHEDULE <br />12' DIA SIMPSON ST82 BOLTS S' <br />+- 0'-0" <br />Z <br />— <br />ZF—FOR <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />��a• <br />g <br />ATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />ERED UNDER WALL AND <br />RED MONOLITHICALLY WITH <br />i6"O.G. VERTICALLY MAX <br />NDATION AND SLAB <br />LE <br />SEE SCHEDULE <br />_ SIZE <br />FOR WXD, BAR SIZE <br />fAND BAR QUANTITY <br />AND BAR QUANTITY <br />� <br />/1. <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIO <br />FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'4r (NO UPLIFT) <br />D <br />SFE0209TI!�N!GR <br />SCALE: 3W=,'-0" <br />L L <br />1 I SCALE:34"=1'!J' <br />1441 N. RONALD REAGAN B1 <br />LONGWOOD, FL 32750 <br />PH: 407-774-W78 <br />FAX 407-7744078 <br />ww W.abnesfgngroup.eom <br />L AA #: 0003325 <br />u <br />• <br />,3xmDIV. a: LOT: <br />SILVERADO <br />LOT 9 <br />BLK 19 <br />P1�JECT* <br />04128.002 09191 <br />MODEia <br />4EBB <br />"1828-CALL" <br />GARAGE SUING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />vo <br />D � 04/06/20 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />