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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />g <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />pr — <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />Q tl <br />O > <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />I i �.. v <br />'�c <br />y <br />SPACING REQUIREMENTS <br />C <br />- <br />GARAGE DOOR <br />W <br />03 U <br />Lu <br />v <br />1 n <br />rd/w ^ <br />RECESS <br />m0 <br />va <br />K <br />1.: 61':� FM <br />g� <br />N <br />Q <br />w <br />B" <br />0 to i <br />8"CMU WALL <br />O <br />8" CMU WALL <br />II , .I CORNER BARS, SAME SIZE AS LARGER BAR <br />w <br />IN FOUNDATION WITH 30" LEG EACH <br />w U <br />-0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />vlMATCH <br />N to <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS• <br />AMOUNT OF CONTINUOUS BARSCURB <br />FOR <br />EXT. PORCH SLABCHAMFER <br />SEE SLAB SCHEDULE' <br />48 BAR DIA. <br />(1-STORY) <br />-VARIESILMASONRY <br />' •- SEE SLAB SCHEDULE TOP Of GARAGE <br />LLZE <br />' 'v CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />/p. AT ELEV: <br />W/1l2" ISOLATION <br />VANDBARQUANTITY <br />CHAMFER (2STORY) 18"EXT. <br />PORCHI <br />4"CHAMFER (1 STORY) <br />0'-0" <br />JOINT (WHERE <br />#4 44� <br />W/ 1/2"ISOLATON <br />1 . -' 8"CHAMFER (25TORY) <br />APPLICABLE) i <br />SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />Is ---"'Is EE SCHEDULE#5 <br />?WHEN <br />TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />XD, BAR SIZE <br />36 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (is, 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a"=1'-a' <br />2 <br />@ GARAGE SCALE:3/4"=1'-T <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=V-0" <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 WJ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />p a I <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 W000 BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />> NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O d SECURED W/ 2-PART <br />SPACING. SINGLE BTM. PLATE <br />WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />WIFLANGE @ BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />J Q 8", UNO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />SLAB W/tOd MASONRY <br />o <br />Q O FOLLOW ALL MANE. <br />SIMPSON SPH4 OR SPH6 MAX,_ <br />NAIL STAGGERED, <br />9 SPECIFICATIONS FOR <br />N Q <br />BTM AND TOP PLATE <br />T'OO/C <br />ADDITIONAL METAL <br />USE AND <br />I <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I=- m PREPARATION OF <br />O v <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB WJ(4) 1/4" X 2 1/4" <br />HOLE. <br />w <br />O <br />HOLES, DO NOT USE 10d W <br />N UPLIFT IS PRESENT. <br />LLI <br />JLTAPCONS <br />x T, SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />m 9�0 <br />_ <br />+0 <br />G <br />+00 <br />TOP OF SLAB <br />TOP OF SLAB <br />° ` <br />4" CHAMFER (1STORY) <br />•: • <br />6" CHAMFER (2-STORY) <br />a.�_ <br />+ \� _ .r—e . <br />EQ. EQ. SEE 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 />MONOLITHIC FOUNDATION <br />_, INTERIOR CURB FOUNDATION WOOD WALL <br />K <br />$INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />s°ALE:3/a"=r-0" (NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />scALE:3ra"=''-0" (W/ UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <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 />i <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />0 a <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q w <br />m <br />16" 0/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />d <br />CONNECTORS NOT <br />8"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />b� i <br />+- U'-� <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />la _ <br />2X WALL FRAMING <br />• SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />i <br />s <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />'a• <br />"ISOLATED'.COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />_ <br />to <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />°� ' <br />-- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />-i-y' <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 FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />1BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />S <br />SCALE:3/4"=1'-U' <br />1 SCALE:3/4"=1'-T <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL32780 <br />PH: 407-774.6078 <br />FAX 407-774,4078 <br />W W"bdesigngroup.00m <br />L AA #: 0003325 <br />14 <br />• <br />o <br />64 <br />BUBDIV-IAT, <br />ABBOTT PARK <br />LOT #17 <br />BLK #8 <br />PROJECT# <br />04181.000-17081 <br />MODELc <br />4EAB <br />"1672-ARIA" <br />GARAGE SVM90: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 PH EXP. C <br />