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30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />o <br />CELL SEE PLAN FOR SIZE AND <br />4 D_ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSGARAGE <br />.. P°• <br />p (L <br />w <br />SPACING REQUIREMENTS <br />T <br />¢ <br />_ <br />.L 1¢_ :. �j�°. <br />' - <br />�c <br />/]_ <br />QQ W <br />(D <br />00 V <br />W <br />ram_ <br />11 I <br />-FM <br />a0/ W^ RECESSDOOR <br />U <br />�a <br />K <br />Q <br />• <br />s= <br />a <br />4 (D <br />8" CMU WALL <br />O to <br />8" CMU WALL <br />• . CORNER BARS, SAME SIZE AS BAR <br />I <br />W W 8' <br />�+ <br />Z <br />_ <br />+. 0'-0" <br />IN FOUNDATION WITH 31" LEG EACH <br />- WAY AT ALL CHANGES IN DIRECTIONS <br />W U= <br />(A <br />can <br />U'-a' <br />TOP OF SLAB <br />�,,,,,��y�� <br />TOP OF SLAB <br />..• a SO THAT THE STEEL REINF. IS CONTINUOUS <br />fp <br />- <br />y <br />I, • MATCH AMOUNT OF CONTINUOUS BARS <br />"I_C <br />CURB FOR <br />+ <br />4 <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (1STORY) <br />03 18" <br />EXT. PORCH SLAB <br />- VARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />°- v. I _lo_ CONTINUOUS STEEL MONOLITHIC <br />- • FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�;p, A_ ELEV. <br />W/ 12' ISOLATION -�' <br />JOINT (WHERE • - • <br />6'• CHAMFER (2-STORY) <br />M4 24" <br />W/ 12' ISOLATION <br />4•' CHAMFER (1STORY) <br />-O <br />6" CHAMFER (2-STORY) <br />01 <br />APPLICABLE) Z - <br />SEE SCHEDULE #5 30•, <br />JOINT (WHERE <br />.,- • • <br />4 EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE � �„ <br />06 36" <br />APPLICABLE) <br />Z <br />� <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />c <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 <br />SCALE.�4_, p <br />2 <br />6QA1' �'4•' v- <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4'=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 />GHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />HEIGHT <br />NAILS, 2-ROWS, 4•' O/C BTM. VERIFY HEIEI <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />O O_ <br />I <br />WALL W/ SYP <br />WALL W/ SYP No 2 STUDS SEE <br />Z' CAPPED <br />j V/ NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />O a SECURED W/2-PART <br />SPACING. SINGLE BTM. PLATE <br />12k9" WEDGE ANCHOR W/ 2' <br />BTM. PLATE TO BE PT. <br />W/FLANGE ®BASE <br />a g 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", UNO <br />PLATE <br />EPDXY S12' EMBED. MIN. ®16" OC <br />SLAB Wl10tl MASONRY <br />`p <br />Q O FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />NAIL 16" O/C STAGGERED. <br />= w SPECIFICATIONS FOR <br />M <br />AND TOP PLATE <br />ADDITIONAL METAL <br />¢ I USE AND <br />BTM <br />CONNECTORS NOT <br />SECURE FLANGE TO <br />I70 <br />r PREPARATION OF <br />ANCHORS W/ 10d x 1 12' <br />REQUIRED WHEN NO <br />SLAB W/(4) 1/4" X 2114" <br />L% HOLE. <br />COMMON NAILS FILL ALL a1 <br />tq UPLIFT IS PRESENT. <br />TAPCONS <br />Z K <br />HOLES, DO NOT USE 10d W <br />W <br />x3" SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />,eQ <br />TOP OF SLAB .. - <br />TO04'P OF SLAB,.. <br />4" CHAMFER (1STORY) <br />6" CHAMFER (2STORY) <br />� s <br />e <br />0 48 <br />EQ. EQ. E 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 />MONOLITHIC FOUNDATION <br />_7 INTERIOR CURB FOUNDATION WOOD WALL <br />p INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />r SCALE: 3/4"=1'-0" (W� UPLIFT <br />o SCALE: 3l4"=1'-0" (NO UPLIFT <br />SCALE: 3/4"=1'-(Y' <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 />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />U y"y <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />K F <br />W <br />1G' O/C STAGGERED. <br />ADDITIONAL METAL <br />U <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN <br />0 U <br />e" CMU WALL <br />T. <br />UPLIFT IS PRESENT. <br />? <br />w 0'-0" <br />LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />TOP OF SL <br />SEE SLAB SCHEDULE <br />�a <br />IPOURED <br />2X WALL FRAMING <br />SEE SLAB SCHEDULE <br />12' DIA. SIMPSON STB2 BOLTS S' <br />+-0'lY' <br />Z <br />o` <br />MINIMUM EMBEDMENT INTO <br />TOP OF SLAB <br />__ <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />m <br />•+ CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />_ <br />POURED MONOLITHICALLY WITH <br />•� <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />.'r'—^ <br />—a—T . WxD BARR SIZE <br />FORR A <br />FOR WxD, BAR SIZE <br />MR <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />I' <br />x <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 />9 SCALE: 3/4'•=,'-0" (NO UPLIFT) <br />10 <br />SCALE: 3/4'=1'-0" <br />11 SCALE: 3l4"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX- 407-7744078 <br />www.abdes4ftmp.com <br />L AA is 0003326 <br />C <br />Mil <br />-.3 <br />SILVERADO <br />LOT 6 <br />BLK 19 <br />P120JECT# <br />04128.002 06191 <br />MODZt: <br />4EBB <br />"1828-CAU" <br />GARAGE STIMCk <br />RIGHT <br />PAGE: <br />DETAILS <br />N.150 MPH EXP. B <br />