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MIN. EACH WAY <br />HIC FOOTING <br />?STEEL <br />} <br />Z <br />REINFORCINGIN GROUTEDSTEEL <br />REINFORCING IN GROUTEDCELL <br />nrFM:7 <br />SEE PLAN FOR SIZE AND <br />Q G <br />o <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTSSPACING <br />REQUIREMENTS <br />T <br />W/nUU <br />W0_ <br />S <br />s, <br />((0 2 <br />8" CMU WALL <br />O V) <br />8" CMU WALL <br />I CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />Z <br />- <br />> °I j �� IN FOUNDATION WITH 30" LEG EACH <br />e',�' <br />o,-Cy, <br />c3 <br />w 0'-0" <br />4 I WAY AT ALL CHANGES IN DIRECTIONS <br />° TOP OF SLAB <br />TOP OF SLAB <br />I ... °I 50 THAT THE STEEL REINF. IS CONTINUOUS <br />I( <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.) <br />- V IES <br />EXT. PORCH SLAB . <br />SEE SLAB SCHEDULE <br />4' CHAMFER (1-STORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />_ I <br />°-' o. CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />1/2' ISOLATION <br />a <br />6" CHAMFER (2STORY) <br />W/ 1/2' ISOLATION <br />I 4" CHAMFER (1-STORY) <br />T 6"CHAMFER(2-STORY) <br />JOIN7 (WHERE �' <br />JO <br />APPLICABLE) z <br />SEE SCHEDULE <br />W <br />JOINT (WHERE <br />APPLICABLE) <br />-. <br />Z <br />l•. <br />• ^ • EE SCHEDULE <br />4. <br />.. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WXD, BAR SIZE <br />g <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 (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />N <br />EXTERIOR MONO -FOOTING <br />XTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />SCALE:34"=1'0 <br />GA <br />GARAGE SCALE:3/4"=T-T <br />CORNER BARS DETAIL <br />3 SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />GARAGE RECESS DOOR <br />W <br />WALL W/ SYP <br />W <br />W <br />D 0- I <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />g <br />tu B* <br />j U) NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 12"z8" WEDGE ANCHOR W! 2' <br />W <br />W <br />O IL SECURED W/ 2- PART <br />g <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER SET IN HIGH STRENGTH <br />S <br />y U <br />2"CAPPED <br />I EPDXY. MIN. EMBED <br />EPDXY 5-1/2'EMBED. MIN. 0 16" OC <br />V1 <br />GALVANIZED PIPE <br />Q 8", UNO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />K SPECIFICATIONS FOR <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d 1 1!Y' <br />�c- CURB FOR <br />-�y MASONRY <br />_ USE AND <br />F- PREPARATION OF <br />x <br />COMMON NAILS FILL ALL N <br />HOLES, DO NOT USE 10d W <br />UNIT S SET <br />lb° AT ELEV: <br />Z —HOLE. <br />x 3" w SEE SLAB SCHEDULE <br />0'-0" <br />SECURE FLANGE 70 <br />J <br />SLAB W/(4)1/4" X 2 1/4" <br />p OA, <br />TAPCONS <br />O'QQ- <br />TOP OF SLAB . - _� .. • , <br />4"CHAMFER (1-STORY) <br />°• °�-<. - <br />° <br />GARAGE <br />6"CHAMFER (2STORY) <br />RECESS AROUND <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />EQ. EQ. SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />LAP TOP PLATE A MIN OF 48 <br />SCALE: 34"=1'-0" <br />BOLLARD <br />(� MONOLITHIC FOUNDATION <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />5 <br />SCALE: <br />SCALE 34"=1'-0" <br />(W� UPLIFT) <br />NAILS, 2-ROWS, 4" O/C BTM. <br />3l4"=1'-0" <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />Z(4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W! SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />BLAB W/10d MASONRY <br />LAP TOP PLATE A MIN. OF 48" <br />NAIL 16" O/C STAGGERED. <br />AND NAIL W/ 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />CONNECTORS NOT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />REQUIRED WHEN NO <br />SPACING REQUIREMENTS <br />rp UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />_ <br />w <br />Ix SEE SLAB SCHEDULE <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />0_ <br />Q <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />TOP OF SLAB <br />PROVIDE DBL TOP PLATE <br />16' O!C STAGGERED. <br />Q W <br />•� - a - < <br />ADDITIONAL METAL <br />m U4. <br />`�a— <br />CONNECTORS NOT <br />-I <br />REQUIRED WHEN NO <br />O <br />UPLIFT IS PRESENT. <br />87CMU WALL <br />Z <br />OAR <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP I <br />- TOP OF SLAB <br />SEE SLAB SCHEDULE <br />�'' <br />2X WALL FRAMING <br />EQ. EQ. EE SCHEDULE <br />FOR WXD, BAR SIZE <br />+- 0'-0" <br />Z <br />.I�. SEE SLAB SCHEDULE <br />t/T' DIA SIMPSON STB2 BOLTS 5" <br />AND BAR QUANTITY <br />70P OF SLAB <br />a• <br />Z <br />+ <br />MINIMUM EMBEDMENT INTO <br />t <br />"ISOLATED" COLUMN PAD <br />°FAND <br />GROUTED CELL, 4" FROM ENDS AND <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8SCALE: <br />to <br />CENTERED UNDER WALL AND <br />16,O.C.VERTICALLY MAX <br />3/4 V-0'FOUNDATION <br />UPLIFTSEE <br />POURED MONOLITHICALLY WITH <br />AND SLAB(NO <br />SCHEDULEEDULE <br />OR WXD, BAR SIZE <br />BAR SIZE <br />AND BAR QUANTITY <br />UANTITY <br />'VARIES a' <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />B BCALE:3/a"=r-a' <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />:C <br />SCALE:34"=1'-0" <br />11 SCALE: 3!4"=1'-0" <br />•1E^ <br />SHOWER RECESS FOOVVTER <br />12 <br />SCALE: 1 =1'4' <br />' A 16 N I T 16 T i <br />Design <br />Ga mna. <br />1441 N. RONALD REAGAN BU <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407.7744078 <br />www.abdesigngroup.com <br />AA #: 0003326 <br />a <br />�ra <br />y <br />a <br />D <br />F <br />SUDDIV ae LAT <br />SILVERADO <br />LOT #6 <br />BLK #16 <br />PROJECT# <br />03719.001-06161 <br />MODEL <br />"2558-HAWTHORNE" <br />GARAGE OWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />