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39' <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />g <br />I, <br />r — <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />rI� v ' <br />_ <br />CELL SEE PLAN FOR SIZE AND <br />a ¢ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />1 '• a <br />0_ <br />SPACING REQUIREMENTS <br />Y <br />7< <br />m JGG <br />W <br />.}� <br />�'°! :.. I T` °. <br />GARAGE DOOR <br />RECESS <br />p <br />rn <br />KKIi• <br />¢ <br />FMCL <br />t <br />g= <br />B+ <br />a 2 <br />8" CMU WALL <br />O <br />8" CMU WALL <br />. CORNER BARS, SAME SIZE AS BAR <br />w S <br />IN FOUNDATION WITH 30" LEG EACH <br />W <br />co <br />WAY AT ALL CHANGES IN DIRECTIONS <br />�i <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... - "1 SO THAT THE STEEL REINF. IS CONTINUOUS <br />.f--'"^�--"'N-"r <br />MATCH AMOUNT OF CONTINUOUS BARS <br />l <br />URB FOR <br />MASONRY <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULEY <br />8AR SIZE 48 BAR DIA. <br />CHAMFER (1STORY) <br />,. SEE SLAB SCHEDULETOP OF GARAGE <br />•` v. I ,� CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNTS SET <br />'_4" I=p. AT ELEV: <br />W/ 1/2° ISOLATION <br />JOINT (WHERE <br />PANDSARQUANTITY <br />8" CHAMFER (2STORY) 18" <br />ik 24^ <br />EXT. PORCH SLAB <br />W/ i/2" ISOLATION.' <br />4" CHAMFER (1-STORY) <br />8"CHAMFER (2STORY) <br />14 <br />0'-0" <br />APPLICABLE) ZEE <br />SCHEDULE 30"APPLICABLE) <br />Jo1NT (WHERE <br />a-3--r EE SCHEDULE#5 <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />R WXD, BAR SIZE <br />#6 36" <br />i <br />a <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />NUMBER OF BARS (le, 2 TO 3, PROVIDE 2 BARS), LINO <br />#7 42" <br />iN <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />scaLE:3a"=''-0" <br />2 <br />SCALE:34"=1'-0" <br />BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />000RNER <br />4 <br />SCALE: 3l4"=1'-(Y' <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN. OF 4&' <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 />( <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />20 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />:a/1 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 Wl2- PART <br />SPACING. SINGLE BTM. PLATE <br />1/2'k8" WEDGE <br />BTM. PLATE TO BE PT. <br />W/FLANGE @ BASE <br />a S EPDXY. MIN. EMBED <br />TO 8E PT. PROVIDE DBL. TOP <br />ETIN HIGH STRENGTH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />Q 8", UNO <br />PLATE <br />EPDXY 5-12" EMBED. MIN. 0 16" OC <br />SLAB W/10d MASONRY <br />q <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 M <br />NAIL 16" O/C STAGGERED. <br />= 0' SPECIFICATIONS FOR <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 />SLAB W/(4) 1/4" X 21/4" <br />r PREPARATION OF <br />O HOLE. <br />COMMON NAILS FILL ALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />xw <br />TAPCONSw <br />HOLES, DO NOT USE tOd <br />x 3" SEE SLAB SCHEDULE <br />K SEE SLAB SCHEDULE <br />c �O <br />a <br />,QQ <br />TOP OF SLAB <br />4" CHAMFER (I -STORY) <br />- <br />6" CHAMFER (2STORY) <br />EQ. EQ. SEE 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 />sDALE:34"=,-0 <br />MONOLITHIC FOUNDATION <br />INTERIOR CURB FOUNDATION WOOD WALL <br />o INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />7 <br />SCALE:34"=1'-0 (NO UPLIFT) <br />SCALE: &,V'=1'-0 <br />6CALE:34"=''-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, C OIC 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 />2x4 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 ST. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />W <br />W" O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />v a <br />CONNECTORS NOT <br />6"CMU WALL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />m ? <br />+- 0'-0" <br />POURED LINTEL CONT. (TVP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />,I• '17SEE <br />2X WALL FRAMING <br />WGROUTED <br />SLAB SCHEDULE <br />12"DIA SIMPSON STB2 BOLTS 5" <br />+-0°MINIMUM <br />EMBEDMENT INTO <br />TOPOF SLAB <br />g <br />_ <br />PAD <br />CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• <br />m <br />—°.• <br />POURED MONOLITHICALLY WITH <br />e°.� �� <br />— �- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />'3 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 <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />9 SCALE:34"=1'-0 (NO UPLIFT) <br />10 <br />SCALE 34"=1'-0" <br />SCALE: 3/4"=V-0" <br />.01 <br />Ii N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH:40.7-7748078 <br />FAX 407-774-4078 <br />www.abdea(gngroup.com <br />AA M: 0003325 <br />Y <br />• <br />tt1 <br />C <br />gg <br />aU13Dty & LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK #8 <br />PROJECT# <br />04181.000-07081 <br />MODEIa <br />4EBB <br />"1828—CALI" <br />4ARAGE OWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />%160 MPH EXP. C <br />R06/10/20: 1/4"=1'-0"T <br />.1A <br />