Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />} <br />° <br />Z <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />— <br />(fr <br />CELLSEE PLAN FOR SIZE AND <br />Q R <br />CELL SEE PLAN FOR SIZE AND <br />° <br />0 a <br />SPACING REQUIREMENTS <br />SPACING REQUIREMENTS <br />= <br />W <br />— <br />�W <br />W <br />eta <br />—FM <br />$-1 <br />K0. <br />!n <br />0_ W Z <br />8 CMU WALL <br />O <br />8" CMU WALL <br />I r CORNER BARS, SAME SIZE AS LARGER BAR <br />O <br />° >I IN FOUNDATION WITH 30" LEG EACH <br />+- 0'-0" <br />WAY AT ALL 6IN DIRECTIONS <br />° - TOP OF SLAB <br />TOP OF SLAB <br />I ° •I SO THAT THE STEEL REINF. CONTINUOUS <br />STEEL <br />U <br />MATCH AMOUNT OF CONTINUOUS BARS <br />• <br />EXT. PORCH SLABMFER <br />SEE SLAB SCHEDULEBAR SIZE 48 BAR DIA. <br />(iSTORY) <br />EXT. <br />SEE SLAB SCHEDULE <br />° CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/1/2 ISOLATION <br />JOINT (WHERE <br />VAND <br />FER (2STORY) 18" <br />p444" <br />PORCH SLAB4 <br />W/1/2'ISOLATION <br />CHAMFER (1-STORY) <br />�` 6" CHAMFER (2-STORY) <br />APPLICABLE) zEDULE <br />3a, <br />JOINT(WHERE••EE <br />SCHEDULE <br />BAR SIZE <br />APPLICABLE) <br />Z <br />4 FOR WxD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />M6 36" <br />UANTITY <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 42 <br />v <br />r,__�EXTERIOR MONO -FOOTING <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />U'__�EXTERIOR <br />SCALE: 3/4"=1'-0" <br />GARAGE SCALE 3/4"=T-0" <br />CORNER BARS DETAIL <br />3 <br />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 />GARAGE DOOR <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />RECESS <br />W <br />WALL W/ SYP <br />J <br />O a I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />U) O 8+ <br />W <br />> W NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2"x9" WEDGE ANCHOR W/2' <br />W <br />O 0. SECURED W/2-PART <br />POgTE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />L=� <br />N to <br />a Lc EPDXY. MIN. EMBED <br />EPDXY 5-1/2' EMBED. MIN. 0 16" OC <br />GALVANIZED <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />Q e", UNO <br />Q FOLLOW ALL MANF. <br />SIMPSON SPH4 SPH6 MAX. <br />CURB FOR <br />p <br />@ <br />N 0_ SPECIFICATIONS FOR <br />QQ USE AND <br />= m <br />PREPARATION OF <br />LA <br />BTM AND TOP PLATE <br />ANCHORS W/ 10d x.1 1/2" <br />COMMON NAILS FILL ALL to <br />MASONRY <br />N UNITS SET <br />1:0, AT ELEV: <br />M <br />( 4" 4„ <br />Z HOLE. <br />HOLES, DO NOT USE 10d W <br />x 3" x SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Lu <br />Q <br />SLAB W/(4) 1/4" X 2 1/4" <br />p O-t'' <br />TAPCONS <br />O' <br />TOP OF SLAB <br />a <br />RECESS AROUND GARAGE <br />DOOR OPENING <br />� 0 <br />4 <br />^ < 4,° <br />SCALE: 3/4"=T-01' <br />EQ. EQ. SEE SCHEDULE <br />FOR MD, BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />---------- <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />LAP TOP PLATE A MIN OF <br />AND NAIL W/16d COMMON <br />SCALE 3/4"=1'-0" <br />(W/ UPLIFT) <br />5 <br />6 <br />NAILS, 2-ROWS, 4"O/C BTM VERIFY HEIGHT <br />T <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=V-0" <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 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 />SLAB W/10d MASONRY <br />LAP TOP PLATE A MIN. OF 46' <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 />(p UPLIFT IS PRESENT. <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/SYP No 2 STUDS SEE <br />SLAB SCHEDULE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE ST. PLATE TO+- <br />SLAB W/10d MASONRY NAIL <br />[SEE <br />0'-0" <br />TOP OF SLAB <br />PROVIDE DBL. TOP PLATE <br />t5' O/C STAGGERED. <br />Q i0 <br />�a <br />ADDITIONAL METAL <br />m U <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />((L <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />POURED LINTEL CONT. (TYP.) <br />8" CMU FILLED CELL (TYP.) <br />_ <br />__ • TOP OF SLAB <br />SEE SLAB SCHEDULE <br />EQ. EQ. SEE SCHEDULE <br />I, <br />2X WALL FRAMING <br />FOR WXD, BAR SIZE <br />+- 0'-0"���yFEE <br />SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5' <br />~• <br />AND BAR QUANTITY <br />TOP OF SLAB <br />- -c• <br />2: <br />aFFOR <br />•• <br />MINIMUM EMBEDMENT INTO <br />°� <br />__ <br />"ISOLATED" COLUMN PAD <br />,. GROUTED CELL, 4" FROM ENDS AND <br />INTERIOR CURB FOUNDATION WOOD WALL <br />• <br />•• <br />w <br />NTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />8 <br />scALE: 3r4'=r-a' UPLIFT) <br />• f <br />— MONOLITHICALLY WITH <br />• _ <br />_URED <br />---NDATION AND SLAB <br />(NO <br />SEE SCHEDULE <br />ULE <br />FOR WXD, BAR SIZE <br />R SIZE <br />AND BAR QUANTITY�AND <br />BARQUANTITY <br />6' VARIEB 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3• 3' <br />SCALE. 3/4"=T-0" <br />(NO UPLIFT) <br />,, 11 <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />,,, <br />9QALE:34"=1'-0" <br />_ <br />GC <br />SCALE: 3/4"=1'4" <br />i <br />!Il 5-CONT. in L <br />s <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=V-0" <br />A R C N I T E C T 8 <br />6 <br />Design <br />Grob LLG. <br />'141 N. RONALD REAGAN BLV <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA f: 0003325 <br />III DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813986-2626 <br />FAX: 813-886-2802 <br />�INII�I <br />