Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />° <br />2 STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />5 p; CELL SEE PLAN FOR SIZE AND <br />I SPACING REQUIREMENTS <br />" <br />SPACING REQUIREMENTS <br />6 <br />4 <br />T <br />QC <br />m U <br />{- <br />�j <br />GARAGE DOOR <br />w <br />� <br />w <br />Ir CL c <br />110 r" <br />FM <br />°. LI�I <br />w RECESS <br />g o <br />y <br />m N 8" CMU WALL <br />O 8"CMU WALL <br />I <br />, I CORNER BARS, SAME SIZE AS BAR <br />I <br />w w e' <br />O <br />o <br />//� IN FOUNDATION WITH 30" LEG EACH <br />° "I <br />w = <br />p.p- <br />- TOP OF SLAB <br />TOP OF SLAB <br />SOT AT ALL CHANGES IN DIRECTIONS <br />I °I SO THAT THE STEEL REINF. IS CONTINUOUS <br />VVj <br />_ <br />� ' <br />° MATCH AMOUNT OF CONTINUOUS BARS <br />o °I "I °- <br />CURB FOR <br />` MASONRY <br />k.SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />EXT. PORCH SLAB 4"CHAMFER (I -STORY) <br />t/2" ISOLATION a � 18" <br />_j.LVARIES � <br />SEE SLAB SCHEDULE TOP OF QARAGE <br />EXT. PORCH SLAB I 4"CHAMFER <br />Ig <br />a CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />UNITS SET <br />rLp, AT ELEV: <br />W/ 6"CHAMFER (2-STORY) <br />JOINT (WHERE • -•� yq 2q^ <br />(I -STORY) <br />W/,/2"ISOLATION 8"CHAMFER (2-STORY) <br />�.T <br />0'-p�. <br />APPLICABLE) Z SEE SCHEDULE M5 30" <br />JOINT(WHERE •---• EE HE <br />AppLICABLE) Z ° <br />ONS 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 />i� AND BAR QUANTITY 42„ <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 />RECESS AROUND GARAGE <br />1 _ <br />@GARAGE SCALE:3/4"=1'-0" <br />3 CORNER BARS DETAIL <br />4 DOOR OPENING <br />SCALE: 3/4'.V-9' <br />SCALE: 3/4".V-a' <br />LAP TOP PLATE A MIN. OF 48" — <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 16d COMMON <br />AND NAIL W/ IOd COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL PLAN <br />LAP TO OCCUR OVER STUD OF WALL W/ 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 I <br />a <br />No 2 STUDS SEE PLANS FOR <br />SECURE BT. PLATE TO SLAB W/ <br />PLANS FOR SPACING. SINGLE <br />j N NEW REINF. BAR <br />SPACING. SINGLE BTM. PLATE <br />1/2"xS" WEDGE ANCHOR W/ 2" <br />BTM. PLATE TO BE PT. <br />O 0_ SECURED W/ 2- PART <br />TO BE PT. PROVIDE DBL. TOP <br />WASHER SET IN HIGH STRENGTH <br />PROVIDE DEL. TOP PLATE SECURE ST. PLATE TO <br />a S EPDXY. MIN. EMBED <br />PLATE <br />EPDXY 5-1/2" EMBED. MIN. @ 18" OC <br />SLAB W/10d MASONRY <br />8", UNO <br />USP SPTH4 OR SPTHB BTM MAX. <br />NAIL 16" O/C STAGGERED. <br />Q O FOLLOW ALL MANF. <br />AND TOP PLATE ANCHORS W/ <br />/L.0 <br />y 2 SPECIFICATIONS FOR <br />,Od x 1 1/2" COMMON NAILS <br />3 1/2" DIAMETER CONC. <br />FILLED STEEL PIPE <br />a 6x6 METAL PLATE <br />_ USE AND <br />I— PREPARATION OF <br />53, cc HOLE. <br />Lu Lu <br />FILL ALL HOLES, DO NOT USE <br />10d x 3" w <br />cc SEE SLAB SCHEDULE <br />C <br />IZ SEE SLAB SCHEDULE <br />BASE W/ 1/2'xS" <br />p Off' <br />. p•-0^ <br />0O' <br />ANCHOR BOLTS <br />TOP OF SLAB <br />TOP'- <br />F SLAB _�\ <br />QQ <br />4" CHAMFER (I STORY) <br />•--• r—° <br />—�a a <br />�" <br />6" CHAMFER (2-STORY) <br />, <br />^ <br />4jE0.EQ. <br />T <br />SEE SCHEDULE <br />EQ. EQ. EE 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 MONOLITHIC FOUNDATION <br />BQALE:3/4"=,'� (W/UPLIFT) <br />8 SCALE:3/4".,'0 (NO UPLIFT) <br />SCALE: 3/4'L1'-0" <br />SCALE: 3/4".V-0" <br />LAP TOP PLATE A MIN. OF 48" <br />AND NAIL W/ 18d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />Z <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING. SINGLE <br />< <br />BTM. PLATE TO BE PT. SECURE BT. PLATE TO <br />SLAB W/,0d MASONRY NAIL <br />CL <br />p rr <br />PROVIDE DBL. TOP PLATE <br />IV, O/C STAGGERED. <br />R C <br />< w <br />mV <br />m0 m <br />8" CMU WALL <br />b I <br />POURED LINTEL CONT. (TYP.) <br />+- 0'-0' <br />8" CMU FILLED CELL (TYP.) <br />SEE SLAB SCHEDULE <br />_• TOP OF SLAB2X <br />WALL FRAMING <br />WGROUTED <br />LAB SCHEDULE <br />1/2" DIA. USP 725OSD BOLTS 5" <br />OP OF SLAB <br />PO <br />mMINIMUM <br />EMBEDMENT INTO <br />D"COLUMN PAD <br />CELL, 4" FROM ENDS AND <br />a a <br />D UNDER WALL AND <br />°.•� <br />FWxD, <br />16" O.C. VERTICALLY MAX <br />° • e <br />— MONOLITHICALLY WITH <br />< ------ION AND SLAB <br />SEE SCHEDULE <br />° <br />FOR WxD, BAR SIZE,E <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />� INTERIOR FOUNDATION WOOD WALL <br />COMBLLLINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />(NO UPLIFT) <br />&2002TDINLGAND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4".V-W <br />11 SCALE: 3/4".1'-7' <br />IS N. RONALD REAGAN BL <br />LONG WOOD, FL 327W <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesigngroup.com <br />AA M: 0003325 <br />h <br />L4 <br />O <br />b <br />O <br />a <br />svHOry ae i.OT: <br />SILVERADO <br />LOT #5 <br />BLK. #12 <br />PROJECT# <br />04128.001-05121 <br />MODEL• <br />4EBB <br />"1828-CALI" <br />GARAGE SITING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />DATE: 8/16/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />s1.1A <br />