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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• — <br />Q 1 <br />CELL SEE PLAN FOR SIZE AND <br />< ppp�,,, <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />O} <br />W <br />SPACING REQUIREMENTS <br />U <br />W <br />+P°° <br />.�'Iz. I - °^ <br />RECESS AGE DOOR <br />Q <br />. <br />v� a. FMB. <br />°; <br />g5 <br />N Z <br />8" CMU WALL <br />�� <br />O <br />8" CMU WALL <br />• f CORNER BARS, SAME SIZE AS BAR <br />I ON WITH 30" LEG EACH <br />I ICHANGES <br />w B+ <br />m Z <br />+- p'-0" <br />• 0 WAIN Y ALL N DIRECTIONS <br />�WU <br />N <br />1-0 _ <br />TOP OF SLAB <br />I .. . SO THAT THE STEEL REINF. IS CONTINUOUS <br />,I <br />TOP OF SLAB <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />° <br />V I <br />MASONRY <br />•{{ na <br />EXT. PORCH SLAB •-, <br />BAR SIZE 48 BAR DIA�� <br />SEESLABSCHEDULE <br />4" CHAMFER (1STORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />LL CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />'� 7;0" AT ELEV: <br />W/ 1/7' ISOLATION <br />JOINT (WHERE • -. • ` <br />N3 1g^ <br />6" CHAMFER (2S10RY) <br />#4 24" <br />W/ 1/2" ISOLATION <br />4" CHAMFER (I -STORY <br />l� • ` V CHAMFER (2STORY) <br />GJW—HE. <br />0'-0" <br />APPLICABLE) z <br />SEE SCHEDULE <br />�" <br />JOINT (WHERE <br />APPUCABLE) <br />Z_ <br />. • i EE SCHEDULE <br />a, <br />ARE MADE FROM FOUNDATIONS HAVING <br />2 <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />ENSIT"ONSNUMBER <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />%1 <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (Ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />N7 47 <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:3/4"=1'-0 <br />2 GARAGE scALE:34"=r-a' <br />9 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-V' <br />LAP TOP PLATE A MIN. OF 4S' <br />LAP TOP PLATE A MIN. OF 49' <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 WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ul <br />2x4 OR 2x6 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 />7' CAPPED <br />ul I <br />pp,, <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />5 to NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/7h0' WEDGE ANCHOR W17' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />O a SECURED W/ 2-PART <br />� <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />a g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 61IT EMBED. MIN. ®16" OC <br />SLAB W/10d MASONRY <br />o <br />g 8", UNO <br />USP SPTH4 OR SPTH6 BTM MAX. <br />NAIL 16" STAGGERED. <br />io <br />a O FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />AL <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />2 I SPECIFICATIONS FOR <br />W USE AND <br />g <br />10d x 1 1!Y' COMMON NAILS <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 2 VIC <br />2 <br />H- PREPARATION OF <br />FILL ALL HOLES, DO NOT USE <br />10tl 3" W <br />W UPLIFT IS PRESENT. <br />TAPCONS <br />HOLE. <br />x <br />W <br />SEE SLAB SCHEDULE <br />SLAB SCHEDULE <br />J <br />Q <br />0'-D' <br />Q <br />+- <br />QQ' <br />TOP OF SLAB <br />[SEE <br />p o <br />TOPOF SLAB <br />4" CHAMFER (1STORY)6" <br />CHAMFER (2-STORY) <br />=AND <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR MD, BAR SIZE <br />5 <br />NTITY <br />AND BAR QUANTITY <br />scALE:3a"=r-a' <br />ADDING <br />BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />MONOLITHIC <br />FOUNDATION <br />7 SCALE:3/4"=r'-a' <br />(W/ UPLIFT) <br />(NO UPLIFT) <br />6 <br />SCALE:314"=r-a' <br />LAP TOP PLATE A MIN. OF 48" ---------y <br />AND NAIL W116d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W1 PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT, PLATE TO <br />SLAB W/10d MASONRY NAIL <br />(. <br />PROVIDE DBL.TOP PLATE <br />1S' O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />-� <br />a. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />N <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />6" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />I <br />SEE SLAB SCHEDULE <br />: p.. <br />2X WALL FRAMING <br />N• <br />+- 0'-0" <br />SEE SLAB SCHEDULE <br />1?'DIA USP 7250SD BOLTS 5" <br />TOP OF SLAB <br />a" <br />Z <br />Z <br />♦ <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />° <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />-- — — FOUNDATION AND SLAB <br />I <br />I SEE SCHEDULE <br />,jS <br />SEE SCHEDULE <br />I <br />V FOR WxD, BAR SIZE <br />/ FOR WXD, BAR SIZE <br />BAR QUANTITY <br />,f AND BAR QUANTITY <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(D_,'�LINTI�ERIOR <br />3/4"=T-°' <br />(NO UPLIFT) <br />10 FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-U' <br />1 SCALE: <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32750 <br />PH:407.774,6078 <br />FAX 407-774.4078 <br />www.abdeslgngroup.com <br />AA $: 0003325 <br />7lit <br />5 <br />8s <br />IL <br />BUDDIV & LOT <br />SILVERADO <br />LOT #6 <br />BLK #17 <br />PROJB:CT <br />04128.001-06171 <br />MODMIA <br />3EFB <br />"2447- ROBIE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. <br />DRDCT <br />ATIC, 10/09/10 <br />9CAI.E:1/4" = 1'-0" <br />aHE' <br />T <br />S1.1A <br />