Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />}} <br />,v <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />— <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />I •' <br />Q <br />SPACING REQUIREMENTS <br />O ?- <br />SPACING REQUIREMENTS <br />- <br />� <br />t <br />" .(� ° <br />GARAGE DOOR <br />W <br />W <br />U <br />N <br />W <br />I ..' �- <br />I ^. <br />1°p ( <br />ui RECESS <br />0- <br />FM <br />0: a. i <br />8" CMU WALL <br />O V) <br />B" CMU WALL <br />I .. ///��--''''�-- CORNER BARS, SAME SIZE AS LARGER BAR <br />W B° <br />W <br />O <br />+- 0'-0" <br />,' I FOUNDATION WITH 30" LEG EACH <br />° 9 <br />W U <br />N <br />+- 0'-0" <br />TOP Opt— <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .. Vf SO THAT THE STEEL REINF. IS CONTINUOUS <br />to <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�I <br />CURB FOR <br />EXT. PORCH SLAB ° <br />�' <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY) <br />18" <br />• <br />EXT. PORCH SLAB <br />- -VARIES <br />,! SEE SLAB SCHEDULE TOP OF GARAGE <br />° o CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�=p. AT ELEV: <br />W/ I/2" ISOLATION <br />JOINT (WHERE ^ <br />6` CHAMFER (2STORY) <br />pq 24� <br />W/ V2" ISOLATION <br />IS <br />I 4"CHAMFER (iSTORYj <br />`, °' 6" CHAMFER (2-STORY) <br />0'-0" <br />APPLICABLE) i <br />SEE SCHEDULE q8 30" <br />JOINT <br />APPLICABLE) <br />i <br />e • EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (to. 2 70 3, PROVIDE 2 BARS), ONO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />@GARAGE scALE:3a"=r-0" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 46' <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" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W <br />I <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 />2" CAPPED <br />- N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O 0. SECURED W12- PART <br />0: <br />SPACING. SINGLE BTM. PLATE <br />1l2'kB" WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE ®BASE <br />a EPDXY. MIN. EMBED <br />TO PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE 8T. PLATE TO <br />8", UNO <br />0 FOLLOW ALL MANF. <br />PLATE <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />SLAB WItOd MASONRY <br />NAIL 16" O/C STAGGERED. <br />4 <br />= <br />SIMPSON SPH4 OR SPH6 MAX. <br />gy <br />SPECIFICATIONS FOR <br />y ¢ I USEAND <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4)1/4" X 21/4" <br />= 07 <br />F- PREPARATION OF <br />O HOLE. <br />ANCHORS W/ 10d x 1 1/2" <br />COMMON NAILS FILL ALL N <br />REQUIRED WHEN NO <br />v) UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />HOLES, DO NOT USE tOd W <br />W <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,�Q <br />TOP OF SLAB � .. ; <br />TOP OF SLAB ti„�.. ° <br />4" CHAMFER (I -STORY) <br />6" CHAMFER (2-STORY) <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ IEE 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 />3DALE:34='-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />scALE:3/a"=1'-0" (N// UPLIFT) <br />8 scALE:a4"=r-a' (NO UPLIFT) <br />SCALE:3/4"=V-0" <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 />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q " <br />PLANS FOR SPACING,SINGLE <br />SECURE ST. PLATE TO <br />O �- <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL, TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v y <br />(L <br />CONNECTORS NOT <br />REQUIRED WHEN <br />ce cO <br />8"CMU WALL <br />UPLIFT IS PRESENT.T. <br />0 Z <br />POURED LINTEL CONT. (TYP.) <br />' �. <br />6" CMU FILLED CELL (TYP.) <br />Ito'' <br />.. TOP OF SLAB <br />.,I° <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />_ <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />-0` <br />Z <br />i <br />- <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />e • <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />e ' CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />° <br />'•° <br />- POURED MONOLITHICALLY WITH <br />° .� <br />• <br />_' <br />'- - FOUNDATION AND SLAB <br />-� SEE SCHEDULE <br />SEE SCHEDULE <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 />�I <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 scALE: 3/4"=V-T (NO UPLIFT) <br />10 <br />SCALE: 3/4"=V-0" <br />11 SCALE: 3/4"=1'-0" <br />i N. RONALD REAGAN 81 <br />LONGWOOD,FL32750 <br />PH: 407-774.8078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA 8: 0003325 <br />Z <br />b <br />O <br />8�o <br />SVSDIV. As LOT: <br />SILVERADO <br />LOT #39 <br />BLK #18 <br />PROJECT <br />04128.001-39181 <br />MODRIA <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH B <br />