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3W <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />i <br />STEEL REINFORCING IN GROUTED <br />g <br />. I'. <br />STEEL REINFORCING IN GROUTED <br />a v <br />� <br />6 <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />p <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />: + a v <br />CL <br />p <br />SPACING REQUIREMENTS <br />la. <br />GARAGE DOOR <br />¢p w <br />m U <br />W <br />RECESS <br />m� <br />fa`r <br />..� <br />v. FM <br />gp <br />d <br />O Z <br />8" CMU WALL <br />0: to <br />O <br />8" CMU WALL <br />! .I 1 CORNER BARS, SAME SIZE AS BAR <br />I <br />N Lu Bs <br />w <br />m <br />Z <br />+- <br />IN FOUNDATION WITH 30" LEG EACH <br />;'+I, <br />= <br />W O <br />+- <br />! WAY AT ALL CHANGES IN DIRECTIONS <br />to V1 <br />TOP OF SLAB <br />LAB <br />TOP OF SLAB <br />LAS <br />I ... - SO THAT THE STEEL REINF. IS CONTINUOUS <br />_ <br />I(� MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />�`•� <br />a <br />EXT. PORCH SLAB <br />EX <br /><.. <br />SEE SLAB SCHEDULE <br />BAR S12E 48 BAR DW. <br />4" CHAMFER (1STORY) <br />p3 18" <br />• -'-.� <br />EXT. PORCH SLAB <br />- V RI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />Il. <br />I I� <br />o LL CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />�j MASONRY <br />UNITS SET <br />7p+ AT ELEV: <br />1l2" ISOLATION • <br />JOINT (WHERE . <br />6" CHAMFER (2-STORY) <br />64 24" <br />W/ 12" ISOLATION <br />4- CHAMFER (i-STORY) <br />6" CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE #5 �„ <br />JOINT (WHERE <br />Tea <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />f <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />? <br />a <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (Is. 2 TO 3, PROVIDE 2 BARS), UNO <br />, <br />EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 3l4"=l'-0" <br />U2,'�EXTERIOR <br />@ GARAGE SCALE: 3l4"=V-0" <br />/ \ <br />/ .� \ CORNER BARS DETAIL <br />OPENING <br />E)= <br />G ) SCALE: 3/4"=V-0" <br />SCALE: 3l4"=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 />HEIGHT <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 PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />Lu <br />oilI <br />2z4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL WI SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />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 />SPACING. SINGLE BTM. PLATE WEDGE ANCHOR W/ 2" <br />12"x8" <br />BTM. PLATE TO BE PT. <br />W/FLANGE Q BASE <br />a S 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 />8", LINO <br />PLATE <br />EPDXY 5-112" EMBED. MIN, 0 16" OC <br />SLAB W/10d MASONRY <br />o <br />Q FOLLOW ALL MANE. <br />USP SPTH4 OR SPTHB BTM MAX <br />NAIL 16" O!C STAGGERED. <br />m <br />= X SPECIFICATIONS FOR <br />N <br />AND TOP PLATE ANCHORS W! <br />ADDITIONAL METAL <br />USE AND <br />I <br />x 1 1/2" COMMON NAILS <br />T <br />SECURE FLANGE TO <br />SLAB W/(4) tl4" X 2 1l4" <br />r ao PREPARATION OF <br />0 v HOLE. <br />FILL ALL HOLES, DO NOT USE y <br />FILL <br />WHENRS <br />REQUIRED WHEN NO <br />REQUIRED <br />to UPLIFT IS PRESENT. <br />TAPCONS <br />W <br />10dx T' W <br />w <br />SEE SLAB SCHEDULE <br />It <br />SEE SLAB SCHEDULE <br />n OHO <br />¢ <br />¢ <br />TOP OF SLAB <br />. � <br />70P OF SLAB <br />1-1 . e � <br />4"CHAMFER (iSTORY) <br />+: <br />�=AND <br />. <br />6"CHAMFER(2-STORY) <br />ULE <br />EQ. EQ. EE SCHEDULE <br />SIZE <br />FOR WXD,BAR SIZE <br />ADDING <br />BAR TONTITY <br />ANDBARQUANTITY <br />scALE:ab=1-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE: 3/4"=V-0 <br />SCALE:34"=1'-0" (W/ UPLIFT) <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 />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />4// <br />O a <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 />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />Q O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />m Z <br />+ 0' " <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB�e'' <br />SEE SLAB SCHEDULE <br />.I• <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />1 /2" DIA. USP 7250SO BOLTS S" <br />*- 01-W <br />Z <br />Z <br />— <br />+ <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />a • <br />g <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16" O.C. VERTICALLY MAX <br />y <br />• <br />-- — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.'�"-"^tea—�' <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�, <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />1441 N. RONALD REAGAN BLVD <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdeslgngroup.com <br />L AA #: 0003325 <br />V <br />m <br />E <br />11�yy <br />� <br />b <br />O <br />a <br />�e <br />I <br />sumDrv. ac LOT: <br />SILVERADO <br />LOT #7 <br />BLK #18 <br />PROJECT <br />04128.601-07181 <br />MODULA <br />4EBB <br />"1828-CALI" <br />GARAGE OWWO: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE 12/03/19 <br />SCALE: 1/4"=V-0" <br />8*1rxT <br />S1.1A <br />