Laserfiche WebLink
30" <br />- <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />d <br />1, <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />°� <br />a 0.^ <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />p� <br />T <br />SPACING REQUIREMENTS <br />o <br />OT <br />C <br />GARAGE DOOR <br />¢ C <br />Q W <br />V <br />Lu <br />I <br />W RECESS <br />a <br />Q <br />". <br />I <br />w ta/1 to Z <br />8" CMU WALL <br />O N <br />�i <br />Z <br />8" CMU WALL <br />'AB <br />,('� NOFOUNDATRON SAMEAS ER BAR <br />e I ' f <br />30�LEG EACH <br />W S e+ <br />i7 <br />•- 0'-0' <br />TOP OF SLAB <br />'- <br />TOP OF SLAB <br />d ',,{' I WAY AT ALL CHANGES IN DIRECTIONS <br />I SO THAT THE STEEL REINF. IS CONTINUOUS <br />(n co <br />MATCH AMOUNT OF CONTINUOUS BARS <br />I <br />CURB FOR <br />as <br />EXT. PORCH SLAB <br />SEE SLA85CHEDULE� <br />BAR SIZE 48 BAR DIA. <br />4' CHAMFER (1STORY)- <br />EXT. PORCH SLAB <br />- VARI S <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />I°I' I� <br />°'' o. °' CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/ 1. IS,• '._e, <br />JOINT (WHERE • '. • <br />6" CHAMFER (2-STORY) 19, <br />p4 24" <br />W/ 1/2" ISOLATION <br />I - 4" CHAMFER (1STORY) <br />6"CHAMFER (2STORY) <br />�. <br />0'-0" <br />APPLICABLE) Z <br />SEE SCHEDULE 30„ <br />JOINT (WHERE <br />APPLICABLE) <br />a EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY 42„ <br />AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO —FOOTING <br />EXTERIOR MONO —FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:34"=1'-0" <br />BQALE:34'=,'=+'-o <br />CORNER BARS DETAIL <br />DOOR OPENING <br />@ GARAGE <br />3 <br />4 <br />SCALE: 3/4"=1'-0" <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TOP PLATE A MIN, OF 48" <br />AND NAIL W116d COMMON <br />AND NAIL W/ 16d COMMON <br />VERIFYHEIGHT <br />4" VERIFY HEIGHT <br />NAILS, 2-ROWS, O/C BTM. <br />HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF PLAN <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />W <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />W <br />O o_ ' <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />PLANS FOR SPACING, SINGLE <br />NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE 1/2'St8" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />9,0 <br />0. SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE OBL. TOP PLATE SECURE ST. PLATE TO <br />2" CAPPED <br />CL g I EPDXY. MIN. EMBED <br />PLATE EPDXY 5-1/2" EMBED. MIN. Q 16" OC <br />10d MASONRY <br />NAIL 6SLAB r0/C STAGGERED. <br />GALVANIZED PIPE <br />p <br />SIMPSON SPH4 SPH6 <br />ADDITIONAL METAL <br />W/FLANGE BASE <br />_ FOLLOW ALL MANF. <br />AND P PLATE <br />BANC <br />CONNECTORS NOT <br />SPECIFICATIONS FOR <br />co Q <br />ORS WTM <br />od x 112" <br />REQUIRED WHEN NO <br />= r>S USE AND <br />COMMON NAILS FILL ALL <br />r/1 UPLIFT IS PRESENT. <br />m <br />PREPARATION OF <br />HOLES, DO NOT USE IOd W <br />W <br />Z HOLE. <br />x 3' 0: SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />Lu <br />Q <br />SLAB W/(4) 114" X 21/4" <br />o p <br />MQQQO <br />. 0'-0• <br />^ <br />TAPCONS <br />TOP OF SLAB ... <br /><. <br />OP <br />TOF SLAB . <br />..e <br />4" CHAMFER (1STORY) <br />° �� < . �, <br />�` •��.=° a <br />6" CHAMFER (2-STORY) <br />- <br />- <br />a <br />EQ. EQ. SEE SCHEDULE <br />EQ, EQ. SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />INTERIOR CURB FOUNDATION WOOD WALL <br />5 BOLLARD <br />6 <br />MONOLITHIC FOUNDATION <br />p <br />SCALE:34"=1'-0" <br />(NO UPLIFT) <br />SCALE: 3/4"=1'0 <br />(W/UPLIFT) <br />SCALE:3l4"=1'-0" <br />30ALE:3l4"=,'-0" <br />LAP TOP PLATE A MIN. OF 48" —may <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />i <br />PLANS FOR SPACING. SINGLE <br />C <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />a. <br />p <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q <br />°0 U <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />0: y <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />. o•-0• <br />POURED LINTEL CONT. (TYP.) <br />;Cy.. 8" CMU FILLED CELL (TYP,) <br />- TOP OF SLAB <br />.I• ' <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />.- 0-p• <br />SEE SLAB SCHEDULE <br />1/2" DIA. SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />a • <br />Z <br />s <br />MINIMUM EMBEDMENT INTO <br />- <br />"ISOLATED" COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />•a, <br />.� CENTERED UNDER WALL AND <br />16" O.C. VERTICALLY MAX <br />• !.. <br />POURED MONOLITHICALLY WITH <br />-r— — FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />74,FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />�1INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3DALE:3/4"=1'-0" <br />(NO UPLIFT) <br />S4F0220TjlLN.G.AND <br />COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />11 SCALE: 3/4"=V-0" <br />I ROM I T A 6 T i <br />6 <br />GMO NO, n <br />41 N. RONALD REAGAN BLVD.' <br />LONGWOOD, FL 32750 <br />PH: 407-774,6078 <br />FAX: 407-7744078 <br />www.abdesigngroup.com <br />AA k: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 8134MG-2628 <br />FAX: 813$86.2902 <br />auBDM Se LAT <br />SILVERADO <br />LOT #9 <br />BLR 113 <br />PIm0j=Tp <br />03719.000-09131 <br />MODSIA <br />2795—B <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. Aj <br />