Laserfiche WebLink
30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />y <br />2 <br />STEEL REINFORCING IN GROUTED <br />d_ <br />f STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />•• <br />{� p <br />4. <br />CELL SEE PLAN FOR SIZE AND <br />0. <br />O <br />SPACING REQUIREMENTS <br />- v._ <br />..: <br />•. <br />0 <br />SPACING REQUIREMENTS <br />� <br />� .(� <br />�I� <br />GARAGE DOOR <br />Lu <br />w <br />L, Yam.. <br />I♦ <br />I <br />� RECESS <br />� <br />p, <br />� �. FM <br />g <br />0- Z <br />8' CMU WALL <br />O cn <br />8' CMU WALL <br />.. I , p /� CORNER BARS, SAME SIZE AS BAR <br />w Lu 6• <br />O <br />m <br />rd-0'� <br />IN FOUNDATION WITH 30' LEG EACH <br />w U <br />Mtn <br />+-0'-0' <br />,J1 WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />.. 'I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />° ° <br />SEE SLAB SCHEDULE <br />- <br />- VARI S <br />,I�?. I <br />'' <br />MASONRY <br />UNITE SET <br />e <br />EXT. PORCH SLAS <br />°,.. <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (I -STORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE` TOP OF GARAGE <br />a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />%=p. AT ELEV: <br />W/ 1/Y ISOLATKN <br />JOINT (WHERE <br />6' CHAMFER (2-STORY) p3 18' <br />M4 24' <br />W/ 1/2• ISOLATION <br />4' CHAMFER (I -STORY) <br />°� 6' CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE NS 30' <br />JOINT (WHERE. <br />• • EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE <br />a48T <br />APPLICABLE) <br />Z <br />4 FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />M <br />AND BAR QUANTITY <br />42, <br />AND BAR QUANTITY <br />NUMBER OF BARS Ile. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34'=,'-° <br />2 <br />GARAGE BDALE:34'="°' <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4'=1'-O' <br />SCALE: 3/4'=V-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' 0!C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C STM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />ul <br />' <br />2x4 OR 2x8 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 />y NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />SECURED W! 2- PART <br />SPACING. SINGLE STM. PLATE <br />1/2'x9' WEDGE ANCHOR W/2' <br />STM. PLATE TO BE PT. <br />WIFLANGE @BASE <br />o_ EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DEL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />d 8" UNO <br />PLATE <br />EPDXY 5.1/2' EMBED. MIN. @ 16' OC <br />SLAB WItOd MASONRY <br />p <br />0 FOLLOW ALL MANF, <br />31MPSON SPH4 OR SPHB MAX4/F <br />NAIL 16' O/C STAGGERED. <br />m <br />W ¢ SPECIFICATIONS FOR <br />to <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 1/4' <br />_ USE AND <br />!- PREPARATION OF <br />O HOLE. <br />ANCHORS W/ 10tl z 1 1!2' <br />COMMON NAILS FILL ALL O <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />1n UPLIFT IS PRESENT. <br />TAPCONS <br />w ¢ <br />HOLES, DO NOT USE 10d W <br />w <br />-� <br />8Q0 <br />x 3' ¢ SEE SLAB SCHEDULE <br />a <br />¢ SEE SLAB SCHEDULE <br />a <br />TOP OF SLAB40: <br />TOP OF SLAB <br />a <br />4• CHAMFER (1-STORY) <br />•: <br />"�� <br />8'CHAMFER(2STORY) <br />4�-� <br />.,�-;--° . <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4'=1'-°• <br />MONOLITHIC <br />FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:&4'=1'-0' (W/UPLIFT) <br />8 SCALE: 3/4'=1'-0' (NO UPLIFT) <br />SCALE: 3/4'=1'-0' <br />LAP TOP PLATE A MIN, OF 48' <br />AND NAIL W/ led 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 />i <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />O <br />L <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BTPLATE TO <br />. <br />SLAB W/10d MASONRY NAIL <br />I= <br />Q W <br />m <br />16' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />zi <br />a <br />CONNECTORS NOT <br />¢O coe' <br />CMU WALL <br />REQUIRED WHEN . <br />UPLIFT IS PRESENT. <br />? <br />+- 0'-0' <br />, POURED LINTEL CONT. (TYP.) <br />�' 8' CMU FILLED CELL (TYP.) <br />��a" <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />.I° <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />t 0'- • <br />Z <br />Z <br />— <br />♦ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />c e <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T <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 BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34'=1'-0' (NO UPLIFT) <br />10 <br />SCALE: 314'=1'-0' <br />1 <br />1 1 SCALE: 314'=1'-W <br />1441 N. RONAL.D REAGAN BLVD, <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />wwwAbdosigngroup.com <br />L AA $: 0003328 <br />R <br />k <br />t <br />I <br />EtMDIV & LOT: <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PROJZCT <br />04128.00 -27181 <br />MODMIA <br />4EBB <br />"1828-CALI" <br />GARAGE BVnNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />D � 08/09/20 <br />SCALE: 1/4"=1'-0" <br />s21mmT <br />S1.1A <br />