Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />oD <br />Z <br />STEEL REINFORCING IN GROUTED <br />z _ <br />.I,. <br />STEEL REINFORCING IN GROUTED <br />— - <br />CELL SEE PLAN FOR SIZE AND <br />Q a <br />CELL SEE PLAN FOR SIZE AND <br />c <br />as <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />o- <br />QW <br />W <br />mU <br />W <br />I �° <br />R <br />Q� <br />—FM_. <br />N Z <br />8" CMU WALL <br />Ow <br />e" CMU WALL <br />I +. f CORNER BARS, SAME SIZE AS LARGER BAR <br />O m <br />z <br />_ <br />ro ^ 0'-IJ" <br />° °I IN FOUNDATION WITH 30" LEG EACH <br />M <br />+- 0'-0" <br />d WAY AT ALL CHANGES IN DIRECTIONS <br />e <br />TOP OF SLAB <br />�—Y—S TOP OF SLAB <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />MATCH AMOUNT OF CONTINUOUS BARS <br />(-1 VARIES <br />°I °L' <br />EXT. PORCH SLAB ° <br />a <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />; <br />.. -SEE SLAB SCHEDUE TOP OF GARAGE <br />ILL <br />I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1?' ISOLATION <br />e. <br />6 CHAMFER (2-STORY) #3 18" <br />EXT. PORCH SLAB 4•' CHAMFER 1STORY) <br />W/ 1?' ISOLATION I � 8" CHAMFER <br />° <br />JOINT (WHERE 4 <br />APPLICABLE) z <br />#q pq° <br />SEE SCHEDULE �„ <br />JOINT (WHERE <br />ls�." (2-STORY) <br />• <br />-. •! EE SCHEDULE <br />FOR WXD, BAR SIZE <br />Al PLICABE1 <br />Z 4 <br />FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY <br />2 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />#7 42" <br />iN <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO—FOOTINGr,_`�EXTERIOR <br />MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />G <br />SCALE: 3/4"=1'4' <br />@ GARAGE SCAE:3/4''=1'-0• <br />CORNER BARS DETAIL <br />GARAGE DOOR <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />aaa000/// W RECESS <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />g 5 <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />m W B+ <br />Wm <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />058 <br />_ <br />W <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGE BTM. PLATE <br />CURB FOR <br />O a NEW REINF. BAR <br />SECURED W/ 2- PART <br />IY <br />1?'x6" WEDGE ANCHOR W/ 2' <br />TO BE PT. PROVIDE DEL TOP <br />WASHER SET IN HIGH STRENGTH <br />MASONRY <br />UNITS SET <br />2" CAPPED <br />a g EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1?'EMBED. MIN. 16' OC <br />7• , AT ELEV. <br />'0 <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE 0 BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N a SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 1?' <br />o <br />= m USE AND <br />I <br />COMMON NAILS FILL ALL <br />F m PREP ARATION OF <br />HOLES, DO NOT USE 10d W <br />HOLE. <br />W <br />x 3" SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />J <br />> <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4"X21/4" <br />g o} <br />�p�' <br />TAPCONS <br />QQQ- <br />TOPOFSLAB ._ —� • .:: <br />DOOR OPENING <br />Q' <br />Y SCALE: 3l4"=1'-0" <br />AMFER(1STORY) <br />F <br />- <br />AMFER(2STORY) <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48•' <br />FOR WXD, BAR SIZE <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />AND BAR QUANTITY <br />NAILS, 2-ROWS, 4" BTM. OF WALL W/ PLAN <br />LAP TO OCCUR OVEERR STUD <br />ADDING BAR TO <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />SCAE:34"=1'-0" <br />(W/ UPLIFT) <br />5 <br />c <br />V <br />PLANS FOR SPACING. SINGLE <br />SCALE 3/4"=1'-0' <br />SCALE: 3/4"=1'-O' <br />BTM. PLATE TO BE PT. <br />PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />U UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 49' <br />W <br />AND NAIL W/ 16d COMMON <br />It SLAB SCHEDULE <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />Q <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />[SEE <br />SPACING REQUIREMENTS <br />TOP OF SLAB <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />�'� - A <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />(>L <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />5 <br />° <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />K F <br />Q W <br />e - .J <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />_/ <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />O In 8" CMU WALL <br />ILSEE <br />FOR WXD, BAR SIZE <br />UPLIFT IS PRESENT. <br />+-0-0' <br />AND BAR QUANTITY <br />8'OCMUDFILIED CELLLn(TYP.)P) <br />W,112"DIA <br />INTERIOR CURB FOUNDATION WOOD WALL <br />TOP OF SLAB <br />SLAB SCHEDUE <br />a � <br />2X WALL FRAMING+-0'-0" <br />TOP OF SLAB <br />Z <br />SEE SLAB SCHEDUE <br />Z s <br />SIMPSON STB2 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />_FFO <br />GROUTED CELL, 4" FROM ENDS AND <br />.� <br />—�CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16' O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />_ a ------FOUNDATION AND SLAB <br />EDULE <br />FOR WxD, BAR SIZE <br />-SA <br />�/,BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />a•VARIES a• <br />9 SCALE3l4"=1'11" INTERIOR FOUNDATION WOOD WALL <br />: <br />(NO UPLIFT) <br />COMBINED EXTERIOR MONO— <br />FOOTING AND COL. PAD <br />�� <br />INTERIOR FRAME BRIG WALL TO <br />\ <br />/^ BLOCK WALL CONNECTION <br />1 <br />SCALE: 3/4"=1'0 <br />as <br />SCALE: 3M!"-T-U' <br />r �X <br />E <br />SHOWER RECESS FOOTER <br />129 <br />SCALE: V=V-9' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />E AA 4: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886-2628 <br />FAX: 813-8862802 <br />BtYBDIV ae I.OT: <br />SILVERADO <br />LOT #2 <br />BLK 15 <br />PROJECT# <br />03719.001-02151 <br />MODEL.• <br />2795—CAMDEN <br />GARAGE BRING: <br />LEFT <br />PAGE: <br />DETAILS <br />UWNH E . B <br />