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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />Q <br />CELL SEE PLAN FOR SIZE AND <br />Q d <br />.I. CELL SEE PLAN FOR SIZE AND <br />U a <br />}} <br />SPACING REQUIREMENTS <br />0 <br />fl SPACING REQUIREMENTS <br />1 = <br />a C <br />0_ <br />a lu <br />QW <br />m0 <br />W <br />I�° <br />d <br />N <br />Q <br />FM <br />8" CMU WALL <br />O <br />8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />O g <br />o <br />IN FOUNDATION WITH 30" LEG EACH <br />+- 0'-0' <br />+_ O.-0. <br />"jai I WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />--t--+ - TOP OF SLAB <br />I ... ° SO THAT THE STEEL REINF. IS CONTINUOUS <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />,I <br />n <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE° <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />- ° <br />EXT. <br />-VARIES <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />° <br />Isl�° IE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12" ISOLATION <br />,.. JOINT (WHERE ♦ ♦�� <br />6 CHAMFER (2-STORY) #3 18" <br />#4 24^ <br />PORCH SLAB <br />W/1/T ISOLATION <br />I 4" CHAMFER (I -STORY) <br />l� a` 6" CHAMFER <br />° <br />.: <br />APPLICABLE) z <br />SEE SCHEDULE #5 30„ <br />JOINT (WHERE <br />• • EE SCHEDULE <br />i <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />4 FOR WXD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY #8 36 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />N <br />EXTERIOR <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE:3/4'=T-0' <br />@ GARAGE SCALE 3/4"=1'-0' <br />q CORNER BARS DETAIL <br />J <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, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL Wl PLAN <br />GARAGE DOOR <br />�wlRECESS <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />_WALL <br />WO <br />W/ SYP <br />0 I <br />No 2 STUDS SEE PLANS FOR SECURE B7. PLATE TO SLAB W/ <br />0 8+ <br />% NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12"x9" WEDGE ANCHOR W/ 2" <br />TO BE PT. PROVIDE DBL. TOP <br />Lu <br />W = <br />00. SECURED W/ 2- PART <br />g <br />WASHER SET IN HIGH STRENGTH <br />E GT <br />W U <br />U <br />CAPPED <br />0- EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-12" EMBED. MIN16"2" OC <br />U <br />GALVANIZED PIPE <br />_i Q 8", LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />Q 0 FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CURB FOR <br />b <br />= 0' SPECIFICATIONS FOR <br />U I <br />x USE AND <br />PREPARATION OF <br />ANCHORS W/ 10d x 1 <br />COMMON NAILS FILL ALL <br />HOLES, DO NOT USE 10d W <br />MASONRY <br />(\\�E/ UNITS SET <br />Z1p+ AT <br />--�c HOLE. <br />3^ <br />1, <br />0'-0" <br />SECURE FLANGE TO <br />Z <br />W <br />x 0: SEE SLAB SCHEDULE <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />+_ 0'-0" <br />TAPCONS <br />O' <br />TOP OF SLAB ° <br />° _ <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />• d . •, <br />4 <br />SCALE: 3/4"=1' 0" <br />EQ. EQ. SEE SCHEDULE <br />FOR AND, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />7 INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />SCALe 34"=1'-0" W/UPLIFT <br />( ) <br />5 <br />6 <br />LAP TOP PLATE A MIN, OF 48" <br />SCALE: 3/4"=1'-0' <br />SCALE: 3/4"=1'-0" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />LAP TOP PLATE A MIN. OF 48" <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />AND NAIL W! 16d COMMON <br />S LAB W/10d MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />WALL W/ SYP No 2 STUDS SEE <br />g <br />w <br />PLANS FOR SPACING. SINGLE <br />Q ^ <br />a <br />SEE SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAILIr <br />Q <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />¢¢ <br />m U�' <br />+- 0'-0" <br />TOP OF SLAB <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />cn <br />— <br />UPLIFT IS IS PRESENT. <br />O <br />8" CMU WALL <br />° <br />Z <br />POURED LINTEL CON7. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />e <br />- - TOP OF SLAB <br />I ° <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />+- 0'-0' <br />SEE SLAB SCHEDULE <br />1/7' DIA. SIMPSON STB2 BOLTS 5" <br />EQ. EQ. SEE SCHEDULE <br />TOP OF SLAB <br />a. <br />Z <br />c <br />, ti MINIMUM EMBEDMENT INTO <br />FOR WxD, BAR SIZE <br />ISOLATED" COLUMN PAD <br />,. GROUTED CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />zo <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />INTERIOR CURB FOUNDATION WOOD WALL <br />FOUNDATION AND SLAB <br />SQALE:3/°"=''-0•' (NO UPLIFT) <br />�SEESCHEDULE° <br />SEE SCHEDULE <br />�V FOR WxD, BAR SIZE <br />-��� <br />FOR W.D, BAR SIZE <br />I`-------AAA"` AND BAR QUANTITY <br />AND BAR QUANTITY <br />e• vnFtIE6 a' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />SCALE: 3/4"=1'-0" <br />(NO UPLIFT) <br />0 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />j <br />SCALE: 3/4"=1'-0" <br />v S <br />SCALE: 3/4"=1'-0" <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 9 "=V-0" <br />A E C N IT E C T S <br />6 <br />GasOa <br />941 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />w .•bdeslg0group.com <br />AA #: 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: 813-886-2802 <br />E U13DIV. 89 LOOT <br />SILVERADO <br />LOT #1 <br />BLK #10 <br />PROJECT <br />03719.001-01101 <br />MODELS <br />2368—DESTIN <br />GARAGE BWMG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />uJ, <br />DATE 08/17/21 <br />SCALE: 1/4-=1'— O- <br />SHEET <br />s1.1A <br />