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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 />Q ^ <br />a <br />O <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />a <br />SPACING REQUIREMENTS <br />m Lu <br />GARAGE DOOR <br />att wa <br />U <br />co <br />w <br />a.•s.s <br />RECESS <br />U <br />v a <br />Ir <br />Q <br />° FM <br />g 7 <br />M c Z <br />8" CMU WALL <br />O <br />8` CMU WALL <br />, . f CORNER BARS, SAME SIZE AS BAR <br />I <br />W 8' <br />b <br />- Z <br />;°I IN FOUNDATION WITH 30" LEG EACH <br />w = <br />m <br />• TOP OF SLAB <br />0'_w <br />TOP OF SLAB <br />a WAY AT ALL CHANGES IN DIRECTIONS <br />I ... - /' I SO THAT THE STEEL REINF. IS CONTINUOUS <br />tUi/ <br />- .P'--7� <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />° I.° <br />CURB FOR <br />• <br />EXT. PORCH SLAB •Ll <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 8AR DIA. <br />" CHAMFER (1STORY) <br />_ VAR S <br />IE <br />' ` .° SEE SLAB SCHEDULE TOP OF GARAGE <br />g <br />�- o. I .. ,lu CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />Ito. AT ELEV: <br />W/ 12' ISOLATKN <br />` CHAMFER (2STORY) #3 is" <br />EXT. PORCH SLAB <br />I 4` CHAMFER (1STORV) <br />JOINT (WHERE <br />#4 24" <br />W/ 12" ISOLATION <br />I . a° 6"CHAMFER (2STORY) <br />; <br />APPLICABLE) Z <br />E SCHEDULE #5 �„JOINT <br />(WHERE.•.4•EE <br />APPLICABLE) <br />���r---------„` <br />SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />WxD, BAR SIZE <br />#7 36 <br />FOR WxD, 8AR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />8AR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />i^ <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />2 <br />GARAGE BCALE: a/4"=''-°' <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3l4"=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 />EI GHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEI <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />OF WALL <br />LAP TO OCCUR OVER STUD PLAN <br />PLAN <br />LAP TO OCCUR OVER STUD OF WALL <br />w <br />p a I <br />2x4 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 />2" CAPPED <br />j m NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/ 2-PART <br />fY <br />SPACING. SINGLE BTM. PLATE <br />12"x9" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />W/FLANGE @BASE <br />a EPDXY. MIN, EMBED <br />70 BE P7. PROVIDE DBL. 70P <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. Q 16" OC <br />SLAB W/10d MASONRY <br />4 <br />Q 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" 0/C STAGGERED. <br />iy <br />= 0: SPECIFICATIONS FOR <br />rn Q <br />BTM AND TOP PLATE <br />ADDITIONAL METAL <br />SECURE FLANGE TO <br />USE AND <br />I <br />omo PREPARATION OF <br />ANCHORS W/ 10d x 1 12` <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />SLAB W/(4)1/4" X 21/4` <br />O v HOLE. <br />COMMON NAILS FILL ALL N <br />U UPLIFT IS PRESENT. <br />TAPCONS <br />w <br />HOLES, DO NOT USE 10d w <br />w <br />IL <br />x 3" w SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />mO}Ix <br />+oo" <br />TOP OF SLAB <br />TOP OF SLAB <br />4` CHAMFER (1 STORY) <br />- <br />6" CHAMFER (2-STORY)•; <br />a.�_• <br />i �t_ , ._,—e _ <br />EQ. EQ. EE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />BOLLARD <br />ADDING BAR TO <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />BGALE:34=,-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />CURB FOUNDATION WOOD WALL <br />(D_�LINT�ERIQR 34"=,'-6" (NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />Al Z STEEL REINFORCING IN GROUTED <br />NAILS, 2-20WS, 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 />20 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q a <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />o <br />STM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />¢ w <br />16` O/C STAGGERED. <br />m U <br />ADDTIONAL METAL <br />o n <br />IL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />ch <br />8" CMU WALL <br />UPLIFT IS PRESENT. <br />Z <br />+ 0 <br />RED LINTEL CONT. (TYP.) <br />CMU FILLED CELL (TYP.) <br />_ <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />1POU <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12' DIA. SIMPSON STB2 BOLTS 5" <br />+- 0'-0" <br />Z <br />Z <br />— <br />_ <br />• <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />-a• <br />_ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />. <br />POURED MONOLITHICALLY WITH <br />°• "1 <br />,,. <br />-- — - FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <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 BRIG WALL TO <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE:3/4"=V-0" (NO UPLIFT) <br />G) <br />L" <br />6DALE:3/a"=,-0 <br />SCALE:3/4.1'-0" <br />1441 N. RONAL.D REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774b078 <br />FAX 407-774-4078 <br />"W.abdesigngrouP.com <br />L AA #: 0003325 <br />aysanr. & L+oT <br />ABBOTT PARK <br />LOT #35 <br />BLK. #9 <br />[I-nojzcT# <br />04181.000-35091 <br />MODE1. <br />4EAB <br />"1672— ARIA" <br />GARAGE 3WING: <br />RIGHT <br />PAGE <br />DETAILS <br />160 MPH EXP. C <br />