Laserfiche WebLink
30„ <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />{} <br />i <br />STEEL REINFORCING IN GROUTED <br />i <br />STEEL REINFORCING IN GROUTED <br />• <br />[� c <br />CELL SEE PLAN FOR SIZE AND <br />a a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />I ` n <br />a <br />SPACING REQUIREMENTS <br />} <br />C <br />a W <br />SPACING REQUIREMENTS <br />•. <br />//���c <br />GARAGE DOOR <br />m W <br />m U <br />W <br />. <br />tr1 <br />RECESS <br />¢y <br />..)°. o . <br />v FM <br />g5 <br />i <br />O io <br />8' CMU WALL <br />+- 0'-0' <br />O <br />i <br />8' CMU WALL <br />+- V-0' <br />I , . CORNER BARS, SAME SIZE AS BAR <br />I I .. IN FOUNDATION WITH 30' LEG EACH <br />'WWI -� WAY AT ALL CHANGES IN DIRECTIONS <br />Lu w <br />LU p= <br />B' <br />' <br />TOP OF SLAB <br />- TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />~� <br />., ; ., MATCH AMOUNT OF CONTINUOUS BARS <br />(, <br />?� FOR <br />•\—CURB <br />- ARIES <br />I'•. <br />I <br />1c MASONRY <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1-STORY) <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />o. I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UET <br />gyp. AT ELEV: <br />W/ 1/2' ISOLATION,. • <br />JOINT (WHERE. a <br />6' CHAMFER (2-STORY) #3 18' <br />#4 24' <br />EXT. PORCH SLAB <br />W/ 1/2' IS <br />4' CHAMFER (1STORY) <br />'� 8' CHAMFER (2-STORY) <br />�: <br />•- <br />0'-0' <br />APPLICABLE) i - <br />SEE SCHEDULE <br />#`' <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />e i EE SCHEDULE <br />4. <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 />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 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 />6°ALE:3/4'<1'-D• <br />2 <br />GARAGE SCALE:34'=1'-0' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />4 SCALE: 3�4'a1'-0' <br />SCALE: 3l4'=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 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 />a <br />I <br />2x4 OR 2X6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x8 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 a SECURED W/ 2- PART <br />Q <br />SPACING. SINGLE BTM. PLATE 1/2'x8' WEDGEANCHORW/2' <br />BTM. PLATE TO SEPT. <br />WIFLANGE @BASE <br />o_ g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. 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. @ 18' OC <br />SLAB W/10d MASONRY <br />c <br />Q O FOLLOW All MANE <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16' O/C STAGGERED. <br />= Q SPECIFICATIONS FOR <br />a <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />0] ( USE AND <br />ANCHORS W/,0d x 1 1/2' <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4' X 2 ,/4' <br />F=- PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALL to <br />REQUIRED WHEN NO <br />rn UPLIFT IS PRESENT. <br />TAPCONS <br />w ¢ <br />HOLES, DO NOT USE 10d Lu <br />u1 <br />X 3• 2 SEE SLAB SCHEDULE <br />g <br />¢ SEE SLAB SCHEDULE <br />8Q0 <br />a <br />TOP OF SLAB .. , <br />TOP OF SLAB <br />4' CHAMFER (1 STORY) <br />6' CHAMFER (2-STORY) <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WXD, BAR SIZE <br />�� BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />SCALE: 3/4'=,'-o• <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCAlE:34'<1b' (W� UPLIFT) <br />8 SCALE:3/4'=1'-D' (NO UPLIFT) <br />SCALE:34'<1'-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 />i <br />2x4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />d " <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />O T <br />¢ C <br />PROVIDE DBL. TOP PLATE <br />SLAB WHOd MASONRY NAIL <br />¢� W <br />18' DITO/C 6TAGGERED. <br />ADIONAL METAL <br />U <br />a: M <br />CONNECTORS NOT <br />8' CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />? <br />+- V-0' <br />POURED LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br /><e'' <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.I• <br />SEE SLAB SCHEDULE <br />1/2' DIA. SIMPSON STB2 BOLTS 5' <br />+- 0'- ' <br />i <br />i <br />— <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />'ISOLATED' COLUMN PAD <br />GROUTED CELL, 4' FROM ENDS AND <br />zo <br />CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />Q;�F <br />-FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.;r�EDULE <br />FOR WXD, BAR SIZE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />—��---CCOOM`MB1I`"`INED <br />EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE: 3�4'=,'-D• (NO UPLIFT) <br />8=!�ING!G <br />SCALE: 3/4'=1'-0• <br />1 1 SCALE: 3/4'=P-0' <br />1 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407-774-6078 <br />FAX: 407-774.4078 <br />www.ebdeslgngroup.com <br />AA #: 0003325 <br />�aaI <br />s <br />t <br />aU13MV. de LOT <br />SILVERADO <br />LOT #32 <br />BLK #18 <br />PROJECT# <br />04128.002-32181 <br />MODEIa <br />4EBB <br />"1828-CALI" <br />GARAGE 8WD9G: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH W.Aj <br />