Laserfiche WebLink
3C <br />MIN. EACH WAY <br />C <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />z <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />— <br />c ° ° ° <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />d .- <br />5 <br />SPACING REQUIREMENTS <br />c <br />S <br />° '...� <br />GARAGE DOOR <br />w <br />¢° <br />RECESS <br />g0 <br />rc`� <br />ON > <br />FM <br />�N <br />i <br />8" CMU WALL <br />,� <br />8" CMU WALL <br />I� <br />• I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />B' <br />b € <br />z <br />FO € <br />+- <br />IN FOUNDATION WITH 30" LEG EACH <br />, •I. <br />N y <br />+- p� <br />° TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .°° SO THAT THE STEEL REINF. IS CONTINUOUS <br />LAB <br />TOP OF SLAB <br />° <br />Ij <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I •L� <br />CURB FOR <br />° ' <br />EXT. PORCH SLAB <br />°.., <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1 STORY) <br />18" <br />EXT. PORCH SLAB4" <br />;� <br />- VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER <br />ILL <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />- �:p, AT ELEV: <br />ION • • <br />DINT (WHERE <br />6" CHAMFER (2-STORY) <br />#4 24„ <br />W/ 12' ISDIATION o° <br />(1 -STORY) <br />6" CHAMFER (2-STORY) <br />0 0 <br />11�� <br />APPLICABLE) z <br />SEE SCHEDULE #5 3D' <br />JOINT (WHERE •: <br />APPLICABLE) 4 <br />SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />€ <br />FOR V*Q BAR SIZE <br />#6 36, <br />z <br />FOR V.BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />F <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 70 3, PROVIDE 2 BARS), UNO <br />#7 42' <br />- <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />3QALE: 3/4"=,•-0' <br />2 <br />BDALE: 3/4••=,'-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-a' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />€ w <br />POURED CELL <br />S m <br />8" CMU <br />LAP TOP PLATE A MIN. OF 46' <br />#4 REBAR �24" O.C. ® CENTER OF <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />9' <br />SLAB <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />€ w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />5 <br />I <br />WALL W/SYP <br />Z' CAPPED <br />NEW REINF. BAR <br />NQ 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />GALVANIZED PIPE <br />w SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />12k9" WEDGE ANCHOR W/ Z' <br />_ <br />W/FLANGE 0 BASE <br />Q EPDXY, MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />° <br />8", UN <br />zj 8 FOLLOW ALL MANF. <br />PLATE <br />5-12" EMBED. MIN. 16". OC <br />N <br />4' CONC., REINF. W/ <br />I <br />SPECIFICATIONS FOR <br />SIMPSON SPH4 OR SPH6 MAXEPDXY <br />BTM AND <br />M <br />W" #10 WWM ON <br />I USE AND <br />p <br />6-MIL POLY ETHYLENE <br />SECURE FLANGE TO <br />PREPARATION OF <br />ANCHORS WP10d x 1E 12' <br />w <br />VAPOR BARRIER ON <br />SLAB W/(4) 1/4" X 2 1/4" <br />w B HOLE. <br />COMMON NAILS FILL ALL <br />a <br />• ICI ' -0 WELL -COMPACTED <br />TAPCONS <br />X ALES, DO NOT USE 10d <br />> <br />1 <br />CLEAN FILL TERMITE <br />SEE SLAB SCHEDULE <br />TREATMENT SHALL BE <br />4 <br />oQO} <br />0' a' <br />S BORA-CARE <br />QQ <br />v' <br />° <br />TOP OF SLAB ° <br />—` <br />(2) CONT. #4 REBAR <br />4" CHAMFER (1STORY) <br />- <br />f <br />6" CHAMFER (2-STORY)-- <br />< <br />•°' (2)#5 REBAR ON CHAIRS <br />s <br />• ° . •° <br />2,000 PSF VIRGIN SOIL OR 95% <br />12" MIN. DEPTH INTO <br />COMPACTED SOIL <br />EQ. EQ. SEE SCHEDULE <br />VIRGIN OR ENGINEERED SOIL Q <br />O <br />FOR ESCXD, BAR SIZE <br />SLAB HEIGHT LESS THAN 3'$' <br />PER PLAN <br />BOLLARD <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />EXTERIOR MONO DEEP <br />6QALE:3/4"=,.a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />�+ <br />V <br />SCALE:3'4"=''� (W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:34"=1'-O" <br />1 A <br />SCALE: 34'=,'-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 />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <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 />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARINGTrREO <br />PROVIDE BLOCKING <br />2A OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SE <br />WALL W/ SYP No 2 STUDS SEE <br />€ <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />o a <br />PROVIDE DBL. TOP PLATESECURE <br />BT. PLATE TO <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />SLAB W/10d MASONRY <br />16" O/C STAGGERED. <br />i <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />y <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />8'CMU WALL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />POURED LINTEL CONT. (7YP.) <br />UIREDWHEN NO <br />UPLIFT IS PRESENT. <br />+- O8" <br />CMU FILLED CELL (TYP.) <br />t•': <br />...—.��.��. TOP OF SLAB <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />!!! SEE SLAB SCHEDULE <br />12' DIA. SIMPSON STB2 BOLTS 5" <br />+-0'-(Y• <br />+-0'-0" <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB74t <br />TOP OF SLAB <br />q<i <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />18" O.CVERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR MD, BAR SIZE <br />FOR VMD, BAR SIZE <br />. / AND BAR QUANTITYAND <br />BARQUANTITY <br />,•iLqSEE <br />SI <br />SIZETITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TOeJtlUL <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />,,,, <br />BLOCK WALL CONNECTION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />9 SCALE 3/4"=V-0" <br />(NO UPLIFT) <br />I V SCALE:34"=1'-0" <br />11 scALE: 3/4"=1'-0'• <br />scALE:3/a"=r-a' (NO UPLIFT) <br />1 N. RONALD REAGAN Bl <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />�sN <br />2 <br />R <br />SUBDIV. & LOT: <br />ABBOTT PARK <br />LOT #35 <br />BLK. #12 <br />PROJECT# <br />04181.000-35122 <br />MODEL: <br />4EBB <br />"1828-CALI" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />7 2021 <br />r n E: 7/1/21 <br />CA E:1/4"=1'—O" <br />S1.1A <br />