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30" <br />MIN. EACH WAY <br />e <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />� <br />d <br />1 <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />1 <br />a .-. <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />p,-. <br />O r <br />SPACING REQUIREMENTS' <br />p P•• <br />._ <br />G <br />a w <br />_ <br />u— ,�� • <br />" <br />GARAGE DOOR <br />RECESS <br />O <br />FM <br />t <br />O <br />0' w z <br />O•II <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. I I , . CORNER BARS, SAME SIZE AS BAR <br />IN FOUNDATION WITH 30" LEG EACH <br />W III B+ <br />= <br />- <br />�O - <br />0'-0" <br />° <br />0 WAY CHANGES IN <br />w <br />O to <br />. <br />--- <br />+- 0'-0• <br />- -- - TOP OF5 <br />-- <br />+- <br />- --- --- TOP Of SLAB <br />AT ALL DIRECTIONS <br />>. __ SO THAT THE_S_T_EEL REINF. IS CONTINUOUS <br />- _-- - <br />. . „ :. ,, . <br />.. - <br />MATCHAMOUNT OF CONTINUOUS BAR <br />(� ° OU CONTINU S <br />CURB FOR <br />• <br />EXT. PORCH SLAB <br />',_° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4"CHAMFER (1STORY) <br />#3 18" <br />EXT.PORCHSLAB <br />- ARIE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />Il4 <br />Ig <br />'- o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE=p. <br />I•I'v�..EN <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ I' <br />6" CHAMFER (2-STORY) <br />W/ 1/2" ISOLATION <br />4' CHAMFER(1STOR <br />01.0" <br />JOINT (WHERE • • <br />APPLICABLE) Z <br />#4 pq^ <br />SEE SCHEDULE #6 30" <br />JOINT <br />APPLICABLE) <br />6"CHAMFER (2STORY) <br />•r� , <br />a EE SCHEDULE <br />NSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE 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 (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />SCALE: 314"=1'-T <br />2 <br />SOAK 34"=''� <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'•0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" --�.�y <br />LAP TOP PLATE A MIN. OF 48" —may <br />AND NAIL W116d COMMON <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />w <br />w <br />Q aa <br />2z4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL Wl SYP No 2 STUDS SEE <br />2'CAPPED <br />j N NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED Wl2- PART <br />C g <br />SPACING. SINGLE BTM. PLATE <br />12"x0•' WEDGE ANCHOR W/2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE {$ BASE <br />a EPDXY. MIN. EMBED <br />I <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />-i 8% UNO <br />PLATE <br />EPDXY 6.12" EMBED. MIN, Q 16" OC <br />SLAB W/10d MASONRY <br />q <br />O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPHB MAX. <br />NAIL 18" OIC STAGGERED. <br />[y <br />= SPECIFICATIONS FOR <br />U1 <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />USE AND <br />ANCHORS W/ 10d x 1 1/2" <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I I=- PREPARATION OF <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />SLAB WI(4) 1/4" X 2 1/4" <br />HOLE. <br />w of <br />N <br />HOLES, DO NOT USE 10d w <br />W UPLIFT IS PRESENT. <br />TAPCONS <br />x 3" I SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />Q �QQQo <br />a <br />a <br />TOP OF SLAB <br />TOP OF SLAB <br />4•' CHAMFER (I STORY) <br />•, <br />6" CHAMFER (2-STORY) <br />a.�- <br />�- ' .4__- —a r— <br />•: :•, <br />n' <br />• at ' <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ._--SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND MR QUANTITY <br />SCALE: 3l4 =,'-0' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />.INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />, <br />scALE: 3/a'•=r-a' (NO UPLIFT) <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" (W/UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />STEEL REINFORCING IN GROUTED <br />NAILS, 2-ROWS, 4" O/C STM. <br />VERIFY HEIGHT <br />CELL SEE PLAN FOR SIZE AND <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />SPACING REQUIREMENTS <br />z <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />�y <br />O r <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />C. <br />PROVIDE DBL. TOP PLATE <br />SLAB Mod MASONRY NAIL <br />w <br />16" 0. STAGGERED. <br />ADDITIONAL METAL <br />O <br />C <br />CONNECTORS NOT <br />x V) <br />O <br />8" CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />b Z <br />+- 0'-0" <br />�• POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />N.• 2X WALL FRAMING <br />.Ia <br />SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5' <br />+-0'-0" <br />Z <br />Z <br />- <br />o <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLABa <br />• <br />"ISOLATED" COLUMN PAp <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />e • <br />POURED MONOLITHICALLY WITH <br />• ' • <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />T . <br />FOR WXD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRG WALL TO <br />INTERIOR FOUNDATION WOOD WALL <br />A„ FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SGALE: 3/4"=V-0" (NO UPLIFT) <br />"' <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=1,-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL 32750 <br />PH:407.7748078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />L AA # 0003325 - <br />GRo <br />l9LTBI)m ad LOT: <br />ABBOTT PARK <br />LOT # 14 <br />BLK #7 <br />PROJECT* <br />04181.000-14071 <br />MOnMIa <br />4EBB <br />"1828-CALM" <br />GAP -AGE 81rWO: <br />LEFT <br />PAGE: <br />DETAILS <br />160 NPH C <br />a TE os/oa/zo <br />SCAM 1/4"=1'-O" <br />etiEET <br />S1.1A <br />