Laserfiche WebLink
30' <br />1 <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />• -6 ..� <br />Z <br />STEEL REINFORCING IN GROUTED <br />-'-' <br />STEEL REINFORCING IN GROUTED <br />II[� - — <br />CELL SEE PLAN FOR SIZE AND <br />d IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS" <br />0 Y <br />SPACING REQUIREMENTS <br />¢ t <br />�_ °— <br />�a' <br />GARAGE DOOR <br />ro = <br />�a <br />a <br />< <br />-F.r� °•. <br />,.1 <br />I <br />RECESS <br />- Z <br />8' CMU WALL <br />¢v <br />O <br />8' CMU WALL <br />f CORNER BARS, SAME SIZE AS LARGER BAR <br />(0 <br />w W B` <br />O fO <br />? <br />IN FOUNDATION WITH 30' LEG EACH <br />"911 <br />UI U <br />+ 0.0' <br />0. WAY AT ALL CHANGES IN DIRECTIONS <br />U) <br />TOP OF SLAB <br />TOP OF SLAB <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• el I,° <br />•, <br />CURB FOR <br />° <br />EXT. PORCH SLAB <br />W/ U2• ISOLATION -,, <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4• CHAMFER (I STORY) <br />M3 18' <br />EXT. PORCH SLAB <br />�- <br />- ARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4' CHAMFER <br />a <br />P I .I CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />r;p. AT ELEV: <br />JOINT (WHERE � 4 0 � <br />8' CHAMFER (2-STORY) <br />!F4 24' <br />W/ 1/2' ISOLATION <br />(1-STORY) <br />6' CHAMFER (2-STORY) <br />0'-0" <br />���FFF <br />APPLICABLE) Z - <br />SEE SCHEDULE y5 �" <br />JOINT (WHERE, <br />APPLICABLE) <br />z <br />Tea <br />° EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />N6 36' <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />N <br />AND BAR QUANTITY <br />NUMBER OF BARS (W 2 TO 3, PROVIDE 2 BARS), UNO <br />R7 42' <br />r,_'�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scALE:3a=r-o <br />2 <br />scALE:a4=r-o <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />3 <br />4 <br />SCALE: 3/4'=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 W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4' O/C BTM. HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4' 0/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />uJ <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />C] 0- ( <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />> N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2'x8• WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />O SECURED W/ 2- PART <br />ii <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />MSONRY <br />SLABNAIL <br />2' CAPPED <br />I EPDXY. MIN. EMBED <br />EPDXY 5-1/2' EMBED. MIN. 0 16' OC <br />GALVANIZED PIPE <br />J _ 8`, UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />B'/OOC STAGGERED. <br />ADDITIONAL METAL <br />W/FLANGE 0 BASE <br />¢ 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />SPECIFICATIONS FOR <br />I USE AND <br />ANCHORS W/ 10d x 1 1/2' <br />REQUIRED WHEN NO <br />o <br />= M <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d w <br />UPLIFT IS PRESENT. <br />w <br />0 HOLE. <br />3' ¢ <br />Q <br />x SEE SLAB SCHEDULE <br />¢ SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />SLAB W/(4) 1/4' X 2 1/4' <br />0' 0' <br />+ p-0' <br />TAPCONS <br />Q <br />TOP OF SLAB � : <br />TOP OF SLAB <br />. <br />4` CHAMFER (1-STORY) <br />6' CHAMFER (2-STORY) <br />- <br />�: :r• <br />e <br />EQ. EQ. SEE SCHEDULE <br />EQ, EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />(_.11NTERIOR CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />L� <br />\ 6 <br />MONOLITHIC FOUNDATION <br />—°=1'-0• -- <br />SCALE:34'=1'-0' <br />(W/UPLIFT) <br />8 SCALE:34'=1'-0' <br />(NO UPLIFT) <br />SCALE:3/4'=,'-0' <br />SCAlE:3/4._1,-0. <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4' O/C BTM. <br />VERIFY HEIGHT <br />J��OFWALL <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 20 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />0 C <br />Q <br />16. O/C STAGGERED. <br />¢ ul <br />0] <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />U <br />REQUIRED WHEN NO <br />Q <br />UPLIFT IS PRESENT. <br />O <br />Z <br />8' CMU WALL <br />POURED LINTEL CONT. (TYP.)TOP <br />CMU FILLED CELL (TYP.) <br />B' vARiEB B' <br />3' ''' <br />OF SLAB01-V8' <br />SEE SLAB SCHEDULE2X <br />WALL FRAMING <br />TGROUTED <br />+- tl-0•SEE <br />OF SLAB <br />a< <br />d <br />SLAB SCHEDULE <br />♦ <br />1/2'DIA. SIMPSON ST82 BOLTS 5'TOP <br />MINIMUM EMBEDMENT INTO <br />SOLATED•COLUMN PAD <br />CELL, 4' FROM ENDS AND <br />' <br />e <br />° CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />e <br />° <br />_°•. <br />r� ; POURED MONOLITHICALLY WITH <br />< <br />r FOUNDATION AND SLAB <br />SEE SCHEDULE <br />�7T <br />SEE SCHEDULE <br />�n ro�oec m L <br />FOR WxD, BAR SIZE <br />I/FOR <br />WxD, BAR SIZE <br />AND BAR QUANTITY <br />� <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION(WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRTO <br />12 <br />9 SCALE: 3/4'-1'-0' <br />NOOOPL <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 1'=1'-O• <br />SCALE: <br />SCALE: <br />SCALE: 3/4'=1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.ebdeslgngroup.com <br />L AA B: 0003326 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5438 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-MG-2628 <br />FAX: 813886.2802 <br />MGM & LOT <br />SILVERADO <br />LOT #12 <br />BLK #10 <br />PROJECT# <br />03719,000-12101 <br />9t CAMDEN <br />GAR LEE SWING: <br />PAGE: <br />DETAILS <br />150 PH EXP. B <br />