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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />.t. <br />Z <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />•. <br />c <br />CELL SEE PLAN FOR SIZE AND <br />d 2 <br />CELL SEE PLAN FOR SIZE AND <br />•-^ <br />y; <br />d a <br />SPACING REQUIREMENTS <br />❑ > <br />SPACING REQUIREMENTS <br />P <br />GARAGE DOOR <br />m U <br />RECESS <br />a <br />to <br />Ix <br />¢ <br />FM <br />0 <br />8" CMU WALL <br />Oo <br />8"CMU WALL <br />BARS, E SIZE AS BAR <br />LU <br />9. <br />O N � <br />= <br />.•I INFOUNDATIONWIRNER <br />TiH 30' G EACH <br />w= <br />w U <br />0' <br />WAY AT ALL CHANGES IN DIRECTIONS <br />d K-1 <br />N N <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... SO THAT THE STEEL REINF. IS CONTINUOUS <br />• <br />• <br />MATCH AMOUNT OF CONTINUOUS BARS <br />•I •I <br />CURB FOR <br />° <br />EXT. PORCH SLAB <br />ISOLATION <br />�i�� <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />• <br />EXT. PORCH SLAB <br />• - yqR <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (,STORY) <br />I�.• <br />. I " (� <br />•" a. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />'- 7;0• <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ i/2" <br />JOINT (MERE • <br />8" CHAMFER (2-STORY) <br />kq 24„ <br />W/ 1/2' ISOLATION <br />_ 8" CHAMFER (2-STORY) <br />< <br />APPLICABLE) z <br />SEE SCHEDULE <br />pS Sp" <br />JOINT (MERE <br />�. <br />•? � EE SCHEDULE <br />° <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />2 <br />SCALE:34"=7'-a' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SDALE:34"=r-"' <br />@ GARAGE <br />3 <br />SCALE: 314"=,'-Ir <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 48" � <br />LAP TOP PLATE A MIN. OF 47' <br />AND NAIL W/ 1Sd COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" BTM. <br />VERIFY HEIGHT <br />OVER OF WALL WN PLAN <br />LAP TO OCCUR OVER STUD <br />OVER <br />LAP TO OCCUR OVER STUD <br />OF WALL VW PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />S NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING SINGLE <br />GALVANIZEDPIPE <br />O a SECURED W/2-PART <br />SPACING. SINGLE BTM. PLATE <br />i/2"x8" WEDGE ANCHOR W/7' <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />a g EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE B7. PLATE TO <br />J Q <br />PLATE <br />EPDXY S-1/2" EMBED. MIN. 18' OC <br />SLAB W/10d MASONRY <br />4 <br />F LO <br />FOLLOW ALL MANF. <br />qy <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 76" O/C STAGGERED. <br />�y <br />SPECIFICATIONS FOR <br />to <br />AND TOP PLATE ANCHORS W/ <br />ADDITIONAL METAL <br />2 m USE AND <br />I.d x 1 1/7' COMMON NAILS <br />T-9-i <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />`- m PREPARATION OF <br />FILL ALL HOLES, DO NOT USE <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />BEW/(4) 1!4" X 2 1/4" <br />TAPCONSSEE <br />Z HOLE. <br />10d x 7' <br />W <br />SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />o <br />¢ <br />�O� <br />a, <br />QQ <br />TOP OF SLAB • <br />TOP OF SLAB <br />! • <br />.' <br />4" CHAMFER (1STORY) <br />•; <br />e" CHAMFER (2STORY) <br />°�=• <br />. ;�• <br />_ <br />EQ. EQ. SEE SCHEDULE <br />EQ. EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING <br />BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />6 <br />7 <br />SCALE:3/4•=r-a' <br />(NO UPLIFT) <br />scALE:3/a•=r-a' <br />SCALE:3/4"=1'-0" (W/UPLIFT) <br />LAP TOP PLATE AMIN. OF 48" <br />AND NAIL W/ led COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4. O/C STM. <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 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />' <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE P7. <br />SECURE BT. PLATE TO <br />p <br />TOP PLATE <br />PROVIDE DBL.1 <br />MASONRY N41L <br />SLAOfC <br />NTA <br />wU. °0 <br />6" STAB GGERED <br />ADDITIONAL METAL <br />R <br />CONNECTORS NOT <br />Q y <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />Z <br />• <br />POURED LINTEL CONT. (TYP.) <br />:, <br />��e•. 8" CMU FILLED CELL (TYP.) <br />'-�-T• TOP Of SLAB <br />SEE SLAB SCHEDULE <br />I�'�r�—+--.—. <br />/ - .' . <br />2X WALL FRAMING <br />i SEE SLAB SCHEDULE <br />1/2" DIA. USP 725DSD BOLTS S" <br />TOP OF SLAB <br />A• <br />_ <br />? <br />♦, <br />'ISOLATED" COLUMN PAD <br />CENTERED UNDER WALL AND <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />16" O.C. VERTICALLY MAX <br />•' • <br />=�-� POURED MONOLITHICALLYVVITH <br />° y <br />• - <br />- _ FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />.�.,`, <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />,('/AND BAR QUANTITY <br />AND BAR QUANTITY <br />L <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />COL. PAD <br />BLOCK WALL CONNECTION <br />&20__�AND <br />SCALE: 3 a =, -a <br />11 <br />(NO UPLIFT) <br />SCALE: 3/4"=1'40' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774.4078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />pip <br />a <br />a <br />r <br />W <br />� <br />4 <br />0 <br />1 <br />p <br />6 <br />avaaiv. ae Loan <br />SILVERADO <br />LOT #13 <br />BLK" #18 <br />1pqwjwTIp <br />4 8. - 18 <br />�coasss <br />4EBB <br />"1828-CALI" <br />GARAGE DIFINGS <br />RIGHT <br />PAGIS <br />DETAILS <br />150 MPH EXP. B <br />A CHrt T- <br />r 1 20 <br />ROUND A ABOUC AW <br />AR NO 9070 <br />F'PIUNT 10/0977 <br />IBQAUM 1/4"=1'-0" <br />9t IN= <br />S1.1A <br />