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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />•v <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />v —, <br />rf <br />a <br />CELL SEE PLAN FOR SIZE AND <br />CELLSSPACING <br />< o. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />' v <br />o <br />REQUIREMENTS <br />— <br />GARAGE DOOR <br />a0 J <br />w <br />{--r--- ... <br />1 1v -�— •", <br />J RECESS <br />J <br />a <br />a <br />I I FM— <br />0 Z <br />8" CMU WALL <br />O <br />8"CMU WALL <br />> I 1 CORNER BARS, SAME SIZE AS BAR <br />W Lu <br />B" <br />0 <br />O <br />°• 0,-0„ <br />IN FOUNDATION WITH 30" LEG EACH <br />B WAY <br />W UU <br />+- 0'-0" <br />TOP OF SLAB <br />AT ALL CHANGES IN DIRECTIONS <br />N <br />t� <br />f--fir'-'4---°u TOP OF SLAB <br />I ..• SO THAT THE STEEL REINF. IS CONTINUOUS <br />°-+---r•— <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• .!' <br />� <br />MASONRY <br />a <br />EXT. PORCH SLAB • <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (I -STORY) <br />" <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I•�.° <br />a. CONTINUOUS STEEL MONOLITHIC <br />- FOOTING REINFORCEMENT SEE SCHEDULE <br />- ° <br />7p. <br />UNITS SET <br />AT ELEV: <br />WI 12. ISOLATION <br />JOINT (WHERE i tr-- i "� <br />6" CHAMFER (2-STORY) 18" <br />p4 24" <br />12" ISOLATION <br />I 4"CHAMFER (,STORY) <br />1' . • -_� 6" CHAMFER (2-STORY) <br />"`•'"" <br />. <br />p'.p <br />APPLICABLE) Z <br />SEE SCHEDULE �,5 30^ <br />JOINT <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />i <br />a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE „ <br />06 36" <br />#6 36 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (19, 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />2 <br />SCALE:3V' V-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE:3l4 1'-a' <br />@ GARAGE <br />4 <br />SCALE: 314"=1'-0" <br />SCALE: 3/4"=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 WI 16d COMMON <br />NAILS, 2-ROWS, 4" BTM. VERIFY HEIGHT <br />NAILS, 4^ BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />OVER <br />LAP TO OCCUR OVER STUD <br />OCCUR, OVER <br />OF WALL W/ PLAN <br />w <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB Wl <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />> NEW REINF. BAR <br />SPACING. SI1/2'W" WEDGE ANCHOR W/2"NGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />O a SECURED W/ 2- PART <br />� g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB <br />a EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. @ 16" OC <br />WI10d MASONRY <br />R <br />g 8 UNO <br />MANF. <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16° O/C STAGGERED. <br />ADDITIONAL METAL <br />ih <br />O FOLLOW ALL <br />K SPECIFICATIONS FOR <br />AND TOP PLATE ANCHORS W/ <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />W ( USE AND <br />10d x 1 12" COMMON NAILS <br />FILL ALL HOLES, 00 NOT USE <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 21/4" <br />H PREPARATION OF <br />10d x 3" W <br />W <br />UPLIFT IS PRESENT. <br />TAPCONS. <br />2 HOLE. <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Lu <br />a <br />QQ" <br />TOP OF SLAB - <br />TOP OF SLAB <br />?" 4" CHAMFER II -STORY)`• <br />° <br />6" CHAMFER (2-STORY) <br />• ar ° <br />EQ. EQ. EE SCHEDULE <br />EQ, EQ. <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION <br />8 <br />WOOD WALL <br />MITHIC <br />FOUNDATION <br />SCALE: 3/4"=l'-0" <br />SCALE: 3/4"=1'-0 <br />(NO UPLIFT) <br />D-� <br />(W/ UPLIFT) <br />SCALE:3/4"=V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL WI PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SECURE BT, PLATE TO <br />_ <br />a <br />BTM. PLATE TO BE PT. <br />PLATE <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL. TOP <br />16" O/C STAGGERED. <br />ADDITIONAL METALrr <br />U <br />CONNECTORS NOT <br />a <br />REQUIRED WHEN NO <br />0: to <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />._ p,-0" <br />POURED LINTEL CONT. (fYP.) <br />"CMU FILLED CELL (TYP.) <br />- TOP OF SLAB <br />-•-2X <br />N11 <br />SEE SLAB SCHEDULE <br />WALL FRAMING <br />WGROUTED <br />.- <br />SEE SLAB SCHEDULE <br />12" DIA. USP 7250SD BOLTS 5' <br />TOPOF SLAB <br />a• <br />Z <br />• <br />MINIMUM EM'ISOLATED"COLUMN <br />PAD <br />CELL, 4" FROM ENDS AND <br />°a• <br />•'_ °.:' <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />i <br />POURED MONOLITHICALLY WITH <br />„ <br />-- - - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />T SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />a/ <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 SCALE:3/4"=1'-0" <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PADE.34-,-0 <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />1441 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />www.ibdWgngroup.00m <br />L AA M: 000U25 <br />� <br />S <br />@gpQ <br />�p <br />4 <br />aes� <br />Ile <br />iLi <br />J <br />Adalr'1' <br />PARK <br />LOT #8 <br />BLK #10 <br />PROJECT# <br />04181.000-08103 <br />HODMU <br />3EFB <br />"2447— ROBIE" <br />OARAOS 8WING: <br />RIGHT <br />PADS: <br />DETAILS <br />60 MPH EXP. <br />