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MIN- EACH WAY <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />i_ STEEL REINFORCING IN GROUTED <br />3 CELL SEE PLAN FOR SIZE AND_T. <br />t—I:— <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_ <br />SPACING REQUIREMENTSGARAGE <br />DOOR <br />RECESS <br />w <br />• rMI <br />> <br />{ <br />�W e <br />8"CMU WALL <br />b <br />�, 8" CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />I' <br />a <br />+- 0'-0" <br />+-0'-0" <br />IN FOUNDATION WITH 30" LEG EACH <br />• <br />•O WAY AT ALL CHANGES IN DIRECTIONS <br />y h <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� <br />CURB FOR <br />• .f <br />SEE SLAB SCHEDULE <br />-VARIES•I <br />: �— <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />u <br />I� <br />•'"P. CONTINUOUS STEEL MONOLITHIC <br />MASONRY <br />N / UNITS SET <br />a BAR SIZE 48 BAR DIA. <br />EXT, PORCH SLAB A 4" CHAMFER (1STORY) <br />W/ 12 ISOLATION 18" <br />EXT. PORCH SLAB I" 4" CHAMFER (I -STORY) <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />Tb, AT ELEV: <br />O1�p <br />6" CHAMFER (2-STORY) <br />JOINT (WHERE � #4 24" <br />W/ 12" ISOLATION l , . � �� 6"CHAMFER (2-STORY) <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />JOINT �. <br />APPLICABLE) 4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WHO, BAR SIZE <br />AND BAR QUANTITY #6 36 <br />FOR BAR SIZE <br />3 <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />}., <br />AND BAR QUANTITY <br />BAR <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 4T <br />H <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4"=1'-0 <br />q <br />G SCALE:3/4'=1'-0" <br />@ GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE 314"=1'-0" <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />8" CMU <br />ON <br />Wl 16d MBTM. <br />o <br />NAIILLS, 2-ROW , 4" O CVERIFY HEIGHT <br />ma <br />g 114 REBAR 024" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />SLAB <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />?' <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />12'X9" WEDGE ANCHOR W/ 2' <br />' <br />a y SECURED W/ 2- PART <br />EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />EPDXY 5-1/7' EMBED. MIN. 16' OC <br />7' CAPPED <br />GALVANIZED PIPE <br />5 <br />c ¢ 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX <br />• �. n• <br />4.W/FLANGE <br />®BASE <br />r FOLLOW ALL MANF, <br />BTM AND TOP PLATE <br />ti I § 4" CONC., REINF. Wl <br />SPECIFICATIONS FOR <br />i <br />ANCHORS W/ 10d x 1 12" <br />M1 'x6" #10 W WM ON <br />� • <br />§ <br />I USE AND <br />COMMON NAILS FILL ALL <br />IL POLY ETHYLENE <br />M <br />PREPARATION OF <br />g 4 4. <br />HOLES, DO NOT USE 10d <br />Q w VAPOR BARRIER ON <br />� HOLE. <br />x 3" rc SEE SLAB SCHEDULE <br />WELL -COMPACTED <br />SECURE FLANGE TO <br />> CLEAN FILL TERMITE <br />SLAB W/(4)1/4"X 21/4" <br />p } <br />+-0'-0" <br />if <br />� TREATMENT SHALL BE <br />TAP CONS <br />°t PO <br />TOP OF SLAB : � <br />•. <br />4 S' BORA-CARE <br />.u.. <br />If <br />., .. . ' <br />.�� <br />(2) CONT. #4 REBAR <br />4" CHAMFER (15TORY) <br />4.�� <br />♦ � <br />. <br />f <br />6"CHAMFER (2-STORY) <br />t <br />(2) #5 REBAR ON CHAIRS <br />44, <br />17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />e0. EQ. SEE SCHEDULE <br />FOR BAR SIZE <br />VIRGIN OR ENGINEERED SOIL a COMPACTED SOIL <br />AND BAR QUANTITY <br />MR <br />SLAB HEIGHT LESS THAN 3'6" H PER PUN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />7 SCALE: 3/4"=,'-0" <br />C <br />5 <br />c <br />6 <br />(W/ UPLIFT) <br />FOOTING W/ BLOCK WALL <br />SCALE:3/4"=1' Y' <br />6QALE:3/4"=,'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48' —�+ <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />LAP TO OCCUR OVER STUD <br />NAILS, 2-ROWS, 4" OC BTM, VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />E <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W/tOd MASONRY <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB WlIDd MASONRY NAIL <br />NAIL 16" O!C STAGGERED. <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />� D <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />-IfIFCONNECTORS <br />as <br />CONNECTORS NOT <br />NOT <br />0. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />SEE SLAB SCHEDULE <br />+-0'-0" <br />8"CMU FILLED CELL (TYP.) <br />b TOP OF SLAB�0" <br />SEE SLAB SCHEDULE <br />+_ 0.-0.. <br />�, <br />2X WALL FRAMING <br />TOP OF SLAB <br />+-0'-0" <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STS2 BOLTS 5" <br />TOP OF SLAB <br />♦' .• <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />• !8� •2 <br />CENTERED UNDER WALL AND <br />16, O.C. VERTICALLY MAX <br />4 .•. <br />POURED MONOLITHICALLY WITH <br />�! <br />FOUNDATION AND SLAB <br />• <br />SEE SCHEDULE <br />BE SCHEDULE <br />FOR WKD, BAR SIZE <br />FOR MD, BAR SIZE <br />EQ, EQ. SEE SCHEDULE <br />AND BAR QUANTITY <br />./ AND BAR QUANTITY <br />FOR MD, BAR SIZE <br />/AL <br />AND BAR QUANTITY <br />1 <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR FOUNDATION WOOD WALLCOMBINED <br />EXTERIOR MONO- <br />�' <br />INTERIOR FRAME BRIG WALL <br />WALL TO <br />8 <br />9 <br />AND COL. PAD <br />BQALE: 31"""'�" (NO UPLIFT) <br />SCALE:3/4'=1'-0" <br />(NO UPLIFT) <br />Clo_�FOOTING SCALE: <br />BLOCK WALL CONNECTION <br />SCALE: 3/4 =1'-0" <br />L441 N. RONALD REAGAN BL <br />LONG WOOD, FL 32760 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesIgngroup.com <br />AA B: 0003325 <br />O <br />susDIV. ae LOT: <br />ABBOTT PARK <br />LOT# 34 <br />BLK. 7 <br />PROJECT <br />04181.00- 34071 <br />MODEL <br />3EAB <br />"1504— ALLE)' <br />GARAGE 87PING: <br />LEFT <br />PAGE: <br />DETAILS <br />1 H FAC <br />