Laserfiche WebLink
30' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•• <br />••a,:_ <br />CELL SEE PLAN FOR SIZE AND <br />d <br />CELL SEE PLAN FOR SIZE AND <br />a " <br />d <br />G � <br />w <br />SPACING REQUIREMENTS <br />O p <br />T <br />I w O <br />SPACING REQUIREMENTS <br />W <br />ate" <br />1p <br />GARAGE DOOR <br />w RECESS <br />eL <br />FM <br />N 2 <br />8" CMU WALL <br />O <br />8' CMU WALL <br />J CORNER BARS, SAME SIZE AS BAR <br />"o' <br />- <br />IN FOUNDATION WITH Yr LEG EACH <br />i <br />w = <br />+ a <br />TOP OF SLAB <br />'"� <br />+- 0' <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />W N <br />. _ , . •. <br />• <br />• MATCH AMOUNT OF CONTINUOUS BARS <br />•I'•. <br />•I <br />CURB FOR <br />EXT. PORCH SLAB , <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DiA. <br />4" CHAMFER (1STORY) <br />ip 18' <br />• <br />EXT. PORCH SLAB <br />•` • SEE SLAB SCHEDULE TOP OF GARAGE <br />• <br />p. I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />� •' <br />MASONRY <br />UNITS SET <br />71p• AT ELEV. <br />ISOLATION <br />' �• <br />8' CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />4' CHAMFER (1-STORY) <br />�� • <br />0'-0" <br />NT <br />JOINT <br />JOINT (WHERE � • �. • <br />APPLICABLE) <br />'2 <br />#4 24' <br />SEE SCHEDULE 30, <br />JOINT (INHERE, <br />APPLICABLE) <br />2 <br />6' CHAMFER (2-STORY) <br />•4 i ' EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (10. 2 TO 3, PROVIDE 2 BARS), LIND <br />p7 42" <br />iu <br />EXTERIOR MONO -FOOTING <br />r2 EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3/4--l'-(r <br />scALE:3a"'''° <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3l4"=1'-0' <br />SCALE: 3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48' <br />LAP TOP PLATE A MIN, OF 48" <br />A <br />AND NIL 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 PLAN <br />w <br />2X4 OR 2x6 WOOD BEARING PROVIDE 13LOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />GALVANIZED PIPE <br />5 NEW REINF. BAR <br />SECURED W/ 2- PART <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM PLATE 1/2"x8" WEDGE ANCHOR WI Y <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WIFLANGE BASE <br />a I 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 />FOLLOW ALL MANF. <br />PLATE EPDXY 5-1/2' EMBED. MIN. i6' OC <br />SLAB W/10d MASONRY <br />NAIL 16' 0/C STAGGERED. <br />4 <br />USP SPTH4 OR SPTH6 BTM MAX. <br />a' <br />= SPECIFICATIONS FOR <br />co <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />= m AND <br />I <br />1Od x 1 112" COMMON NAILS <br />CO NNECTORSNOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4- X 2 1/4' <br />I- m PREPARATION OF <br />O a HOLE. <br />FILL ALL HOLES, DO NOT USE y <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />TAPCONS <br />I v <br />w <br />tOd x 3' to <br />y <br />w <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,P¢- <br />TOP OF SLAB ... :, <br />TOP OF SLAB <br />\ 0 <br />•4' CHAMFER (I -STORY) <br />•: <br />6" CHAMFER (2-STORY) <br />°.�. <br />�_ ._��J. •_�. _° ...' <br />� s• <br />EQ. EQ, SEE SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />BOLLARD <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:3/4"=1'-0' (W1 UPLIFT) <br />$ SDALE:34"=''-D (NO UPLIFT) <br />SCALE:34"=1'-0° <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 18d 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 />2x4 OR 2X6 WOOD BEARING <br />PROVIDE BLOCKING <br />2 <br />E <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BT. PLATE TO <br />p y <br />BTM. PLATE TO BE PT. <br />tOd MASONRY NAIL <br />t <br />PROVIDE DBL. TOP PLATE <br />STAGGERED. <br />m w <br />NAL METALTORSNOT <br />WHEN NOS <br />LlA <br />O0) <br />8'CMUWALLED <br />PRESENT. <br />Z <br />POURED LINTEL CONT. (TYP.) <br />�' 8" CMU FILLED CELL OW.) <br />•:�"AB <br />AS�' <br />TOP OF SLAB <br />SCHEDULE <br />h .� 2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />;• 112" DIA. USP 725DSD BOLTS 5" <br />+- a-pMINIMUM <br />TOP OF SLAB <br />"ISOLATED' COLUMN PAD <br />Ike+ <br />,� <br />EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />° • CENTERED UNDER WALL AND <br />18" O.C. VERTICALLY MAX <br />" °'•.. ..`"-' <br />POURED MONOLITHICALLY WITH <br />"�i. <br />-i-e FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />17T <br />. <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 />FOUNDATION WOOD WALL <br />A„ FOOTING AND COL. PAD <br />�� BLOCK WALL CONNECTION <br />Epm!mulv <br />(NO UPLIFT) <br />'V <br />SCALE: 3/4"=1'-a' <br />1 I SCALE: -'-I <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX:407.774.4078 <br />www.ibtleslgngroup.com ' <br />L AA N: 0003325 <br />0 <br />WD <br />[ABBOTT <br />tJaDIV. At LOT: PARKLOT #1 <br />BLK. #10 <br />m0j=T3/ <br />04181.000-01102 <br />"ODaz.: <br />4EBB <br />"1828-CALM" <br />OAP-4GR aWDM: <br />RIGHT <br />PADa: <br />DETAILS <br />160 MPH EXP. C <br />nw11/25/19 <br />sCALa: 1/4"=1'-0" <br />sits= <br />S1.1A <br />