Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />MONOLI <br />+ <br />z <br />S T EEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />&L <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />Lu <br />w <br />lo <br />Lu <br />(n <br />FM <br />a: <br />8"CMUWAUL <br />0 <br />8 WALL <br />CMU <br />CORNE R BARS, SAME SIZE AS LARGER BAR <br />0 <br />IN FOUNDATION WITH 30" LEG EACH <br />)_0 <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF_;_B <br />TOP OF St <br />SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />�H S�1./ <br />EXT P�OR H SLAB <br />L <br />\—SEE SLAB SCHEOU LE <br />SIZEM <br />4" CHAMFER (1-STORY) R SIZE 48 BAR DIA. <br />EXT. PORCH <br />VAR E. <br />GARAIG�E <br />SEE SLAB SCHEID ULE TOP �- <br />CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2 IS LATON <br />JOIN 0 0 <br />6" CHAMFER (2-STORY) #3 ill, <br />#4 24" <br />.0 F. <br />W' I T'OtN <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />PPT(WHERE <br />A LICABLE) <br />SEE SCHEDULE #5 30r, <br />%.7 <br />- IN RE <br />T'_ <br />EE SCHEDULE <br />FOR WxD, BAR SIZE <br />P <br />Al LICA <br />FOR WxD, BAR SIZE <br />W EN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />#6 36" <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR <br />MONO -FOOTING <br />r��EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />G�ARAG���� <br />CORNER BARS DETAIL <br />GARAGE DOOR <br />LAP TOP PLATE A MIN OF 49' <br />RECESS <br />AND NAIL W1 16d COMMON <br />NAILS, 2-ROWS, 4'01C BTM. VERIFY HEIGHT <br />'D <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />w <br />0 <br />20 OR 26 WOOD BEARING PROVIDE BLOCKING <br />Lu <br />WALL W/ SYP <br />\-CURB <br />LLJ sa� � <br />C3 a. <br />No 2 TUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLA13 W1 <br />SNG, <br />FOR <br />MASONRY <br />5 U) NEW REINF. BAR <br />0 (L SECURED W1 2- PART <br />SPA CI SINGLE BTM. PLATE <br />TO BE PT PROVIDE DBL. TOP 1 IZ�Kg' WEDGE ANCHOR W1 7* <br />WASHER SE IN HIGH STRENGTH <br />UNITS SET <br />Ito, AT ELE <br />2' CAPPED <br />x :5 EPDXY. MIN EMBED <br />(L <br />PLATE <br />EPDXY 5-112TEMBED. MIN. @ 16- OC <br />0, -11 <br />GALVANIZED PIPE <br />8", LINO <br />SIMPSON SPH4 OR SPH6 MAX <br />W/FLANGE @ BASE <br />FOLLOW ALL MANF. <br />STM AND TOP PLATE <br />SPECIFICATIONS FOR <br />ANCHORS W/ 1 Od x 1 112' <br />USE AND <br />COM MON NAILS FILL ALL <br />PREPARATION OF <br />HOLES, DO NOT USE 10d <br />Z HOLE. <br />x T SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Q I <br />RECESS AROUND GARAGE <br />TAPCONS <br />_w'TOP <br />DOOR OPENING <br />jrS-BW/(4)114"X21/4" <br />4 <br />OF SLAB7 <br />4 SCALE: 314"=T-0' <br />_3� <br />4" CHAMFER (1-STORY) <br />6" CHAMFER (2-STORY) <br />LAP TOP PLATE A MIN. OF 49'... <br />EQ. EQ, SEE SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OIC BTM. VERIFY HEIGHT <br />FOR WxD, BAR SIZE <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />AND BAR QUANTITY <br />ADDING BAR TO <br />(_,"�INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2�6 WOOD BEARING PROVIDE BLOCKING <br />MONOLITHIC FOUNDATION <br />WALL W/ SYP No 2 STUDS SEE <br />'ING S, <br />PLANS FOR .PAC , N.LE <br />L <br />BTM. PLATE TO BE PT <br />CALE 3/4'*=1'-U' <br />PROVIDE DBL. TOP PLATE SECURE BT PLATE TO <br />SLAB W MASONRY <br />S!1 <br />NA,L,� .,C STAGGERED. <br />A_ ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />ILL <br />LAP TOP PLATE A MIN. OF 49' <br />SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />< <br />NAILS, 2-ROWS, 4" OIC STM <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />[SEE <br />_P�01` <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />E0 <br />SLAB <br />SPACING REQUIREMENTS <br />-1-1 4 <br />2x4 OR 2K6 WOOD BEARIN <br />PROVIDE BLOCKING <br />WALL Wt SYP No 2 STUDS EE <br />PLANS FOR SPACING. SIN LE <br />ST r PLATE TO BE PT <br />M <br />SECURE BT PLATE TO <br />SLAB W110d MASONRY NAIL <br />PROVIDE DBL. TOP PLATE <br />16'01C STAGGERED. <br />< Lu <br />ADDITIONAL METAL <br />M g <br />I . <br />EQ. EQ� EE SCHEDULE <br />CONNECTORS NOT <br />m <br />FOR WXD, BAR SIZE <br />REQUIRED WHEN NO <br />U PLIFT IS PRESENT. <br />W C. <br />CMU WALL <br />AND BAR QUANTITY <br />z <br />POURED LINTEL CONT. (TYP) <br />r.'�INTERIOR CURB FOUNDATION WOOD WALL <br />8" CMU FILLED CELL TYP) <br />TOP OF St <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />0. 1 <br />1 <br />SEE SLAB SCHEDULE <br />1001A. SIMPSON STB2 BOLTS 5" <br />0 iZ�POF SLAB <br />MINIMUM EMBEDMENT INTO <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />CENTERED UNDER WALL AND <br />16'O.C. VERTICALLY MAX <br />0 <br />POURED MONOLITHICALLY WITH <br />2 <br />FOUNDATION AND SLAB <br />YARIES 1. <br />SEE SCHEDULE <br />SEE SCHEDULE <br />k__�I.R WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />SCALE 314"=1'-9* (NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE <br />LE: 3/4"=T-0" <br />RECESS FOOTER <br />ISSHOWER <br />12 ­SH <br />SCALE: V=V-9' <br />A R C N I T I C T 3 <br />Gas0Dem ' <br />rob ion <br />.m_ <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />r <br />Hu <br />r81U13DIV. 8c ]LOT: <br />SILVERADO <br />LOT #3 <br />BLK #10 <br />PROJECT# <br />03719.001-03101 <br />MODEL. <br />"2045-LANTANA" <br />GARAGE SWIENG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%,150 MPH EXP. <br />