Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />z <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />< <br />CELL SEE PLAN FOR SIZE AND <br />IL <br />CEL S <br />L EE PLAN FOR S17EAND <br />SPAC NG REQUIREMENTS <br />(L <br />SPACING REQUIREMENTS <br />< < uj <br />Lu <br />Lu <br />LLI <br />w <br />Q: <br />< <br />+ FM <br />for m <br />V'CMUWALL <br />0 <br />&'CMU WALL <br />CORNER BARS, SAME SIZE AS LARGER BAR <br />ZD <br />IN FOUNDATION WITH 30" LEG EACH <br />­01-01, <br />;o <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF <br />A <br />MATCH AMOUNT OF CONTINUOUS BARS <br />EXT P <br />p'SOHSLA'B <br />\_S EE SLAB SCHEDULE <br />SIZE 48 BAR DIA <br />4" CHAMFER (I -STORY) <br />P�JSR <br />VA <br />-SEE SLAB SCHEDULE TOP OF GARAGE <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W1 ir2 T'. <br />JOINT (WHERE <br />6"CHAMFER (2-STORY) #3 1 <br />#4 24" <br />EXT H S <br />W, "Z 0 <br />—10 <br />B <br />CHAMFER (1-STORY) <br />To <br />6 CHAMFER (2-S RY) <br />A PLICABLE) <br />SEE SCHEDULE #5 39, <br />N#7 M47 <br />JOINT (WHERE <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />APPLICABLE) <br />Z <br />4. FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />AND BAR QUANTITY #6 36 <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />,/�EXTERIOR <br />MONO -FOOTING <br />_'),EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GARAGE SCALE: 3/4"=T-9' <br />CORNER BARS DETAIL <br />SCALE �111.1.1.. <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL Wl 16d COMMON <br />NAILS� 2-ROWS, 4" O/C STM. VERIFYHEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />GARAGE DOOR <br />2x4 OR ZK6 WOOD BEARING PROVIDE BLOCKING <br />RECESS <br />uj <br />sa, <br />WALL W/ SYP <br />n <br />Lu <br />a I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />0 6. <br />Lu <br />90 NEW REINF. BAR <br />SPACING. SINGLE BTM PLATE 1/2'�KT WEDGE ANCHOR W/ Z' <br />Lu <br />iL SECURED W/ 2- PART <br />TO BE PT PROVIDE DBL. TOP W, <br />WASHER SET IN HIGH STRENGTH <br />10 <br />_-2 CAPPED <br />w <br />'L EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. 0 16'OC <br />GALVANIZED PIPE <br />WIFLANGE BASE <br />8", UNO <br />< 0 FOLLOW ALL MANF. <br />SIMPSON SPH4 OR SPH6 MAX. <br />STM AND TOP PLATE <br />CUREIFOR <br />0 <br />9 <br />z Sp <br />Ix U.ECIFICATIONS FOR <br />9 E AND <br />PRE PARATION OF <br />ANCHORS W/ 1 Od x 1 IrT <br />COMMON NAILS FILL ALL co <br />MASONRY <br />UNITS SET <br />AT ELEV. <br />w <br />v HOLE. <br />HOLES, DO NOT USE 10d Lu <br />01-01, <br />SECURE FLANGE TO <br />Z ix <br />Lu <br />x 3' w EE SLAB SCHEDULE <br />m <br />SLAB W/(4) 1/4!'X 2 1/lf' <br />0-1 I Is <br />TAPCONS <br />Oi�YPOF SLAB 4 <br />RECESS AROUND GARAGE <br />7=AND <br />EQ. EQ. EE SCHEDULE <br />FOR WxD, BAR SIZE <br />BAR QUANTITY <br />ADDING BAR TO <br />K_._"�INTERIOR CURB FOUNDATION WOOD WALL <br />FOUNDATION <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />MONOLITHIC <br />NAILS, 2-ROWS,,V'O/C BTM. VERIFY HEIGHT <br />LAP To OCCUR OVER STUD OF WALL PLAN <br />ZC4 OR 2K6 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 />LA. V d MASONRY <br />LAP TOP PLATE A MIN. OF 49' <br />NAIL 16�1 , STAGGERED. <br />0" <br />AND NAIL Wl 16d COMMON <br />ADDITIONAL METAL <br />NAILS, 2-ROWS, 4'O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />- A_ CONNECTORS NOT <br />LAP To OCCUR OVER STUD <br />OF WALL W/ PLAN <br />C ELL SEE PLAN FOR SIZE AND <br />RE.0 IRED WHEN NO <br />SPACING REQUIREMENTS <br />co UPLIFT IS PRESENT. <br />20 OR ZK6 WOOD BEARING <br />PROVIDE BLOCKING <br />WALL W/ SYP No2STUDSSEE <br />SEE SLAB SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />rr <br />BTM. PLATE TO BE PT <br />SECURE BT PLATE TO <br />SL�B/CWSMTA MASONRY NAIL <br />0. <br />SLAB <br />P ROVIDE DBL. TOP PLATE <br />16 0 GGERED. <br />If <br />ADDITIONAL METAL <br />w <br />CONNECTORS NOT <br />REQUIRED HEN NO <br />W <br />Ix <br />UPLIFT IS PRESENT. <br />0 <br />9'CMUWALL <br />POURED LINTEL CONT. (TYP.) <br />z: <br />8 CMU FILLED CELL (TYP.) <br />TOP OF SLAB <br />*��SEE <br />SLAB SCHE ULE <br />z <br />2XWALLFRAMING <br />EQ. EQ. EESCHEDU LE <br />FSEE <br />FOR WxD, BAR SIZE <br />_#T_ L—OF <br />z <br />SLAB SCHEDULE <br />1/2' DIA+ SIMPSON STB2 BOLTS 6' <br />AND BAR QUANTITY <br />SLAB -e;. <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED"COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />K._'�INTERIOR CURB FOUNDATION WOOD WALL <br />11 <br />CENTERED UNDER WALL AND <br />16'O.C. VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />t <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />k-_�FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />I'D BAR QUANTITY <br />AND BAR QUANTITY <br />VARIES <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(D,_'�jl!NgTfERIOR <br />(NO UPLIFT) <br />10 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />11 <br />SCALE 3/4"=l'-U' <br />CALE 3/4"=T-0" <br />0) S-CONT. <br />SHOWER RECESS FOOTER <br />SCALE: 1"=V-01' <br />6 <br />Oftign <br />roup-l= <br />G Won <br />41 N. RONALD REAGAN SLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />AA #:0003325 <br />DRAFTING SY. <br />A.S. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 81341186,2628 <br />FAX: 813,886,2802 A <br />BXMDIV. & MITN'l <br />SILVERADO <br />LOT #5 <br />BLK #10 <br />3 PROJEC' <br />03719.006-05102 <br />MODRIA <br />2368-D <br />GARAGE STrMG: <br />LEFT <br />33PAGE: <br />DETAILS <br />%.150 MPH EXP. <br />