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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />}} <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />< a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />° <br />SPACING REQUIREMENTS <br />P_ <br />v� <br />W <br />¢� <br />m U <br />w <br />t <br />I s <br />GARAGE DOOR <br />RECESS <br />mj <br />e6-J.(� <br />CL <br />Q <br />FM <br />F <br />g5 <br />x a. - Z <br />8" CMU WN-L <br />O <br />8"CMU WALL <br />1 CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />W W <br />8' <br />O <br />m <br />'-0" <br />° IN FOUNDATION WITH 30" LEG EACH <br />W = <br />/n N <br />«.0'-0" <br />TOP OF SLAG <br />'NI'..�.� <br />+- <br />TOP OF SLAB <br />9 WAY AT ALL CHANGES IN DIRECTIONS <br />(.., �� SO THAT THE STEEL REINF, IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLA <br />a'. <br />I <br />SEE SLAB SCHEDULEa-BAR SIZE 48 BAR DIA. <br />4" CHAMFER (i-STORY) <br />#3 18" <br />EXT. PORHSLAB <br />- VARIES <br />SEE SLAB SCHEDULE` TOP OF GARAGE <br />4"CHAMFER <br />- LL <br />o. I._CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />ZLp. AT ELEV: <br />W/ 1/2"ISOLATIO <br />(WHERE< 4 • <br />CHAMFER (2STORY) <br />#4 24" <br />W/ 1/2" ISOLATION <br />(1-STORY)6" <br />, ��JOINT <br />`�� 6" CHAMFER (2-STORY)APPLICABLE) <br />SEE SCHEDULE #5 30" <br />JOINT (WHERE <br />APPLICABLE) <br />Z <br />• c i EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE #6 36" <br />36" <br />� <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />N <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS 12 TO 3, PROVIDE 2 BARS), UNO <br />#T <br />iv <br />EXTERIOR MONO -FOOTING <br />r��EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE:34"=1'-0" <br />SCALE:34"=,-0" <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3l4"=1'-0" <br />SCALE: 3l4"=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 />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. GHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <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 />NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />rr a SECURED W/ 2- PART <br />SPACING. SINGLE BTM. PLATE <br />BTM. PLATE TO BE PT. <br />2" CAPPED <br />a 5 EPDXY. MIN. EMBED <br />I <br />TO 8E PT. PROVIDE DBL. iOP <br />WASHER SET IN HIGH STRENGTH <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />GALVANIZED PIPE <br />Q Ii UNO <br />PLATE <br />EPDXY 5-1 /2"EMBED. MIN. 16" OC <br />SLAB WI10d MASONRY <br />WIFLANGE (tit BASE <br />Q FOLLOW ALL MANE. <br />SIMPSON SPH40R SPH6 MAX.ADDITIONALMETAL <br />NAIL i6" O/C STAGGERED. <br />SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />4 <br />USE AND <br />r PREPARATION OF <br />ANCHORS W/ tOd x 1 1/2" <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />M <br />O HOLE. <br />COMMON NAILS FILL ALL to <br />N UPLIFT IS PRESENT. <br />Z <br />HOLES, DO NOT USE 10d w <br />W <br />SECURE FLANGE TO <br />SLAB W/(4) 114" X 2 1/4" <br />x 3" SEE SLAB SCHEDULE <br />w SEE SLAB SCHEDULE <br />C <br />Q <br />TAPCONS <br />+ p• <br />p° <br />.� <br />TOP OF SLAB=AND <br />TOP OF SLAB4" <br />CHAMFER (ISTORY) <br />6" CHAMFER (2STORY)r�_ULE <br />EQ. EQ. SEE SCHEDULE <br />SIZE <br />FOR WxD, BAR SIZE <br />ADDING BAR TO <br />NTITY <br />AND BAR QUANTITY <br />�� BOLLARD <br />MONOLITHIC FOUNDATION <br />r_,�INTERIOR CURB FOUNDATION WOOD WALL <br />8INTERIOR CURB FOUNDATION WOOD WALL <br />�+ <br />V <br />� SCALE'. 3/4"=1'-0" (W� UPLIFT) <br />SOALE�314•'1`0•(NO UPLIFT) <br />SCALE: 3l4"=1'-0" <br />SCALE: 3/4"=1'-0" <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 />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />Q " <br />0- <br />PLANS FOR SPACING. SINGLE <br />PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT, <br />SLAB W/10d MASONRY NAIL <br />Q� W <br />16" O/C STAGGERED. <br />U <br />ADDITIONAL METAL <br />a d <br />0. <br />CONNECTORS NOT <br />K <br />REQUIRED WHEN NO <br />O <br />8"CMU WALL <br />UPLIFT IS PRESENT. <br />M Z <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />`SEE SLAB SCHEDULE <br />0-0 <br />Z <br />Z. <br />TOP OF SLAB <br />a• <br />2 <br />"ISOLATED" COLUMN PAD <br />to <br />o"i <br />CENTERED UNDER WALL AND <br />F—BAR <br />POURED MONOLITHICALLY WITH <br />-- — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />TjEDULE <br />SIZE <br />FOWxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />J <br />COMBINED EXTERIOR MONO- <br />INTERIOR <br />FOUNDATION WOOD WALL <br />FOOTING AND COL. PAD <br />s°ALE'3/4"'1'.0" <br />(NO UPLIFT) <br />SCALE:3/4"=1'-0" <br />1 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407-774.6078 <br />FAX: 407-774-4078 <br />www.abdosigngroup.com <br />AA #: 0003326 <br />W <br />� <br />�I <br />loll, <br />6 <br />9wBDm & W <br />SILVERADO <br />LOT #38 <br />BLK #18 <br />PRCJECT# <br />04128.002-38181 <br />acii <br />4EWB <br />"1499—FREEPORT" <br />GARAGE SWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH W. B <br />DAA= 07/24/20 <br />scALE: 1/4"=1'-0" <br />sHEET <br />s1.1A. <br />