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3(r <br />MIN, EACH WAY <br />MONOLITHIC FOOTING <br />i <br />STEEL REINFORCING IN GROUTEDSTEEL <br />REINFORCING IN GROUTEDCELL <br />SEE PLAN FR SIZE AND <br />¢ aCELL <br />SEE PLAN FOR SIZE ANDSPACING <br />REQUIREMENTS <br />SPACING REQUIREMENTS <br />rl <br />—W�:. r._.. <br />GARAGE DOOR <br />U,1rRECESS <br />. <br />CL`I <br />FM6' <br />O <br />CMU WALL <br />OVJ" <br />Z <br />CMU WALL <br />• I r ///''' CORNER BARS, SAME SIZE AS LARDER BAR <br />I ,( FOUNDATION WITH LEG EACH <br />4 <br />W = 6+ <br />IL p <br />TOP <br />TR OF SLAB <br />4— <br />TOP OF SLAB <br />W IN <br />{1lry WAY AT ALL CHANGES IN DIRECTIONS <br />I ., SO THAT THE STEEL REINF. IS CONTINUOUS <br />fD <br />.,) MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />• <br />a <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />V CHAMFER (1-STORY) <br />EXT. PORCH SLAB <br />(-1 VARIESi, <br />SEE SLAB SCHEDULE TOP OF GARAGE 7- <br />ICI Ig <br />a <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />�UNITS SET <br />'- Zip, AT ELEV: <br />W/ 1/1" ISOLATION^6' <br />(WHERE a • <br />CHAMFER (2-STORY) <br />W/1/2'ISLATIO6' <br />4"CHAMFER (1-STRV)JOINT <br />CHAMFER (2-STRV) <br />APPLICABLE) i - <br />SEE SCHEDULE <br />!#7 <br />JOINT (WHERE <br />APPLICABLE) <br />i <br />• i EE SCHEDULE a <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR VVAD, BAR SIZEDIFFERENT <br />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), ONO <br />iv <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />scALE:3a"=1'-0' <br />2 <br />SCALE: <br />� GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ 16d COMMON <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C VERIFY HEIGHT BTM. <br />HEIGHT <br />NAILS, 2-ROWS, 4" VERIFY HEIGHT <br />O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />CI a ( <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB WI <br />PLANS FOR SPACING. SINGLE <br />> tp NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/7k9" WEDGE ANCHOR W/7' <br />BTM. PLATE TO BE PT. <br />O a SECURED Wf 2- PART <br />TO BE PT. PROVIDE DBL TOP WASHER SET IN HIGH STRENGTH <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />7' CAPPED <br />0. g EPDXY. MIN. EMBED <br />I <br />PLATE <br />EPDXY 5.1PY' EMBED. MIN. 16' OC <br />SLAB /10d <br />NAIL 16W ' O/MASONRY <br />C STAGGERED. <br />GALVANIZED PIPE <br />Q 6', UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />ADDITIONAL METAL <br />W/FLANGE Q BASE <br />O FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />CONNECTORS NOT <br />IY SPECIFICATIONS FOR <br />ANCHORS W/ 1Dd x 1 1/2' <br />REQUIRED WHEN NO <br />R <br />_ USE AND <br />PREPARATION OF <br />COMMON NAILS FILL ALL to <br />p� UPLIFT IS PRESENT. <br />in <br />8 HOLE. <br />HOLES, DO NOT USE tOd W <br />W <br />Zcr <br />x Y SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q <br />Q <br />SLAB W/(4) 1/4" X 21/a" <br />p <br />+- a -a' <br />r- 0'-0' <br />TAPCONS <br />QUO <br />TOP OF SLAB �� a • <br />TOP OF SLAB\, <br />Q <br />Q' <br />_ <br />•.°-��a. <br />'a <br />4' CHAMFER (1-STORY) <br />•�— ° .—; <br />6' CHAMFER (2-STORY) <br />- <br />EQ. EQ, SEE SCHEDULE <br />EQ. EQ. EE SCHEDULE <br />FOR WAD, BAR SIZE <br />FOR WAD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />$ <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />7 scALE:3a"=,'-0" <br />(W/ UPLIFT) <br />SCALE: 34"=T-0" <br />(NO UPLIFT) <br />scALE:3/a„=1'-0" <br />scALE:3/a"=,'-a' <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />El la CELL SEE PLAN FOR SIZE AND <br />Him SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />i_ <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />�- <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />PROVIDE DBL TOP PLATE <br />16' O/C STAGGERED. <br />a <br />m U <br />i <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />-3 <br />CL <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />CL <br />8" CMU WALL <br />a..i <br />6" VARIES <br />POURED LINTEL CONT. (TYP.) <br />'Ca.. 8'CMU FILLED CELL (TYP.) <br />_ 3• 8• <br />I <br />- TOP OF SLAB <br />• ,/T",'�'�`—`�` - <br />6EE SLAB SCHEDULE <br />2X WALL FRAMING <br />w a-0' <br />TR OF SLABa• <br />1�1 <br />{/ SEE SLAB SCHEDULE <br />1/Y' DIA SIMPSON STB2 BOLTS S' <br />MINIMUM EMBEDMENT INTO <br />g <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />IS" O.C. VERTICALLY MAX <br />°# <br />POURED MONOLITHICALLY WITH <br />,��� <br />iL. <br />_- FOUNDATION AND SLAB <br />SEE SCHEDULE <br />y <br />SEE SCHEDULE <br />10'SCONG m E <br />FOR WAD, BAR SIZE <br />/ FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />L <br />✓ AND BAR QUANTITY <br />SHOWER RECESS FOOTER <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />12 SCALE: V=V-0" <br />9 SDALE:34"=,-D' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/C'=V-0" <br />11 SCALE: 3l4"=1'-0 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />L AA N: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813486.2628 <br />Ilk <br />FAX: 81326.2802 <br />9VHDIV. ac LOT. <br />SILVERADO <br />LOT #7 <br />BLK. #13 <br />PROJECT <br />03719.00-07131 <br />MODEL <br />2795-F <br />GARAGE INVINa: <br />PAGE: LEFT <br />DETAILS <br />%150 MPH Elf. B <br />JUL <br />Dp ZN 07/10/zo <br />SICAL111a 1/4"=1'—O" <br />81CI ET <br />S1.1A <br />