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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z. <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />" u <br />a^L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />_a ("1� <br />❑ l <br />SPACING REQUIREMENTS <br />-� v <br />v— <br />jI <br />GARAGE DOOR <br />C <br />U <br />W <br />RECESS <br />< <br />..1' _M <br />FCORNER <br />g <br />Z <br />8"CMU WALL <br />O to <br />8" CMU WALL <br />I" BARS, SAME SIZE AS BAR <br />W Lu g" <br />}., <br />Z <br />+- 0'-0" <br />; I IN FOUNDATION WITH 30" LEG EACH <br />w U <br />4 ,JI WAY AT ALL CHANGES IN DIRECTIONS <br />s�'I <br />U <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />��T� <br />_, - <br />(. . MATCH AMOUNT OF CONTINUOUS BARS <br />I.o <br />CURB FOR <br />+ <br />° <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1ST0RY) <br />SLAB <br />- VARIES <br />TOP <br />SEE SLAB SCHEDULE, TOP OF GARAGE <br />o--. I .. _I CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />7=p+ AT ELEV: <br />W/ 1/2" ISOLATION '.,, <br />6"CHAMFER (2-STORY) 18" <br />EXT. PORCH <br />" CHAMFER (,STORY)' <br />JOINT (WHERE , <br />#4 PC <br />W/ 1/2" ISOLATION" <br />CHAMFER (2-STORY) <br />APPLICABLE) Z <br />SEE SCHEDULE 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />E SCHEDULE#5 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />#6 36' <br />mBAR <br />WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />°cam <br />QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />2 <br />@ GARAGE S0A1� 34"=1'0 <br />3 CORNER BARS DETAIL <br />DOOR OPENING <br />D <br />SCALE: 3/4"=V-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" —may <br />LAP TOP PLATE A MIN. OF 46' —7m�� <br />AND NAIL W/ 16d 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 />0- ( <br />2x4 OR 2z6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2z4 OR 2x8 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />j NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE 8T. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED WI 2- PART <br />0' g <br />SPACING. SINGLE BTM. PLATE <br />1/2'k8" WEDGE ANCHOR Wl2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE BASE <br />(. EPDXY. MIN. EMBED <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", LINO <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. ®i6" OC <br />SLAB W/10d MASONRY <br />c <br />O FOLLOW ALL MANF. <br />SIM SPH4 SPHB MAX <br />NAIL 16"10 C STAGGERED. <br />= K SPECIFICATIONS FOR <br />u) Q <br />ANDSON <br />PLATE <br />BTM AND TOP PLA <br />ADDITIONAL METAL <br />m USEAND <br />I <br />ANCHORS W/ 1 Od x 1 1 2° <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />SLAB W/(4) 1/4" X 21/4" <br />PREPARATION OF <br />C7 HOLE. <br />COMMON NAILS FILL ALL U) <br />REQUIRED WHEN NO <br />y UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d w <br />w <br />x 3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />< <br />Q <br />_ <br />TOP OF SLAB <br />TOP 11F SLAB <br />4" CHAMFER (iSTORY) <br />6" CHAMFER (2ST0RY) <br />°'. ° <br />-- <br />n •N.—. <br />e <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />5 BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />scALE:3/4"=1'-a' <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />6 <br />SCALE:W'=V-U' (NO UPLIFT) <br />SCALE:34"=1'-0" <br />scaLE:aa°=r-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 BTM. <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 />2z4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q <br />PLANS FOR SPACING. SINGLE <br />SECURE ST. PLATE TO <br />o_ <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />w <br />16" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />W <br />REQUIRED WHEN NO <br />O <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+ " <br />POURED LINTEL CONT. (TYP.) <br />8"CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />.:0,. <br />SEE SLAB SCHEDULEle <br />2X WAIL FRAMING <br />• SEE SLAB SCHEDULE <br />12" DIA. SIMPSON STB2 BOLTS 5" <br />-0" <br />TOP OF SLAB <br />°+ <br />Z <br />Z <br />— <br />♦ <br />"ISOLATED" COLUMN PAD <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />° • CENTERED UNDER WALL AND <br />16" O,C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR BAR SIZE <br />FOR WxD, BAR SIZE <br />BAR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />scALE:3/a"=r-0" (NO UPLIFT) <br />10 <br />SCALE:3/4"=V- <br />11 SCALE: 3!4"=1'-0" <br />1441 N. RONALD REAGAN 8L <br />L0NGW00D,FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />AA #: 0003325 <br />P <br />333 <br />WWZ <br />auumv. ae Lotil <br />SILVERADO <br />LOT 15 <br />BLK 18 <br />PROJECT# <br />04128.002 15181 <br />MODEU <br />4EAB <br />"1672- ARIA" <br />GARAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />