Laserfiche WebLink
30" <br />MIN. EACH WAY <br />T. <br />MONOLITHIC FOOTING <br />t <br />Z <br />STEEL REINFORCING IN GROUTED <br />g <br />STEEL REINFORCING IN GROUTED <br />• ° - <br />CELL SEE PLAN FOR SIZE AND <br />Q 0- <br />a <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />- d- <br />d <br />SPACING REQUIREMENTS <br />o.. <br />m <br />Q� <br />UJI <br />—OW <br />. <br />Lu <br />a <br />U <br />OW <br />Q <br />FM <br />BC _ Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />a CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />010 Fo — <br />- Z_ <br />° I IN FOUNDATION WITH 30" LEG EACH <br />WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />IN <br />w�.rlMATCH <br />AMOUNT OF CONTINUOUS BARS <br />I <br />- -VARIES <br />° °- <br />EXT. PORCH SLAB . <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA <br />4" CHAMFER (iSTORY) <br />EXT. PORCH SLAB <br />SEE SLAB SCHEDULE' TOP OF GARAGE <br />' -I" CONTINUOUS STEEL MONOLITHIC <br />° FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 12' ISOLATION - <br />JOINT (WHERE < • • � <br />6" CHAMFER (2-STORY) 18" <br />4q 2q <br />W/1/2 ISOLATION <br />4- CHAMFER (1STORY) <br />�e' 6"CHAMFER(2STORY) <br />.6 <br />APPLICABLE) z <br />SEE SCHEDULE 'Y5 3d' <br />JOINT (WHERE. <br />APPLICABLE) <br />Z <br />•- • EE SCHEDULE <br />4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />� <br />FOR WxD, BAR SIZE <br />2 <br />FOR WxD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />iv <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />1 <br />scALE:3a"=r-0' <br />2 <br />GSCALE:3/c'=r-0' <br />@ ARAGE <br />CORNER BARS DETAIL <br />3 SCALE: <br />GARAGE DOOR <br />LAP TOP PLATE A MIN, OF 48" <br />RECESS <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />W <br />g j <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />W W B+ <br />W = <br />2x4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />in N <br />W <br />WALL W/ SYP <br />W Sa <br />❑ R <br />I <br />No 2 STUDS SEE PLANS FOR <br />SECURE ST. PLATE TO SLAB W/ <br />SPACING- SINGLE BTM. PLATE <br />_ CURB FOR <br />j U NEW REINF. BAR <br />O Il SECURED W/ 2- PART <br />12X9" WEDGE ANCHOR W/ Z' <br />TO BE PT. PROVIDE DBL. TOP WASHER SET IN HIGH STRENGTH <br />i� MASONRY <br />UNITS SET <br />a g EPDXY. MIN. EMBED <br />PLATE EPDXY 5-10EMBED. MIN.0 16'OC <br />7b• AT ELEV: <br />Z'CAPPED <br />GALVANIZED PIPE <br />I <br />j Q 8". LINO <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE 0 BASE <br />Q U FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />N jr SPECIFICATIONS FOR <br />ANCHORS W/ 10d x 1 12' <br />o <br />= I USE AND <br />COMMON NAILS FILL ALL U) <br />9 <br />� � PREPARATION OF <br />HOLES, DO NOT USE 10d W <br />W cr HOLE. <br />x 3" Q SEE SLAB SCHEDULE <br />SECURE FLANGE TO <br />RECESS AROUND GARAGE <br />SLAB W/(4)1/4"X21/4" <br />g a-Y <br />+_a-0' > <br />TAPCONS <br />TOP OF SLAB .. ; <br />DOOR OPENING <br />QQ� <br />4" CHAMFER (I -STORY) <br />6" CHAMFER(2S70RY) <br />EQ. EQ. SEE SCHEDULE <br />LAP TOP PLATE A MIN. OF 48" — <br />FOR WxD, BAR SIZE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />AND BAR QUANTITY <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />SCALE:34"=1'-0" <br />(W/ UPLIFT) <br />5 BOLLARD <br />MONOLITHIC FOUNDATION <br />6 <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />SCALE: 3/4"=1'-d' <br />SCALE: 3/4"=1'-0' <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE SECURE ST. PLATE TO <br />SLAB W/10d MASONRY <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />U) UPLIFT IS PRESENT. <br />LAP TOP PLATE A MIN. OF 48" <br />SLAB SCHEDULE <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />Ar 7. STEEL REINFORCING IN GROUTED <br />K <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />+- d-0' <br />SPACING REQUIREMENTS <br />[SEE <br />TOP OF SLAB - <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z\ <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />SECURE BT, PLATE TO <br />SLAB W/10d MASONRY NAIL <br />- - <br />PROVIDE DBL. TOP PLATE <br />16" O/C STAGGERED. <br />Q W <br />4 <br />- • _s ° <br />ADDITIONAL METAL <br />Bt U <br />CONNECTORS NOT <br />-� <br />EQ. EQ. EE SCHEDULE <br />REQUIRED WHEN NO <br />taq <br />FOR WxD, BAR SIZE <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL <br />LINTEL CONT. (TYP.) <br />NT,(TY <br />AND BAR QUANTITY <br />Z. <br />+- 0'-d' <br />8"CMUFILINTELC <br />O INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />_ <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />SCALE: 3/4"=1'-d' (NO UPLIFT) <br />.I' <br />WPOURED <br />+_ 0-0' <br />TOP OF SLAB <br />2 <br />SEE SLAB SCHEDULE <br />a <br />12' DIA. SIMPSON STE12 BOLTS 3' <br />MINIMUM EMBEDMENT INTO <br />e'.�� <br />"ISOLATED' COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />°�-• <br />m <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />16. O.C. VERTICALLY MAX <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />�T <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE <br />� /FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />X AND BAR QUANTITY <br />M <br />/I <br />RI <br />8' VARIES. B' <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />3' <br />(D_,_�INNITER10R <br />SCALE 34"=1'-d' <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />(NO UPLIFT) <br />10 <br />scALE: 3/4"=1'-0' <br />+C <br />J <br />11 SCALE 34"=1'-0" <br />Eo <br />U <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />w .abdesigngroupxom <br />AA ►: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SURE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813.886-2628 <br />FAX: 813568-2802 <br />SUDiv. de 777 <br />SILVERADO <br />LOT #13 <br />BLK 15 <br />PHROJECT# <br />03719.001-1151 <br />'"EL <br />2795-D <br />GARAGE BWING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E . B <br />