Laserfiche WebLink
30" <br />MIN. EACH WAY <br />t <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />• , <br />•. ^Tv, <br />CELL SEE PLAN FOR SIZE AND <br />:9 p; <br />CELL SEE PLAN FOR SIZE AND <br />•_— <br />a <br />'. , <br />Q <br />SPACING REQUIREMENTS <br />p <br />SPACING REQUIREMENTS <br />v`•- <br />_ <br />1 J <br />GARAGE DOOR <br />RECESS <br />RECESS <br />' <br />W <br />Z <br />6" CMU WALL <br />8" CMU WALL <br />1I ♦ CORNER BARS, SAME SIZE AS BAR <br />W = <br />�` <br />O m <br />o <br />n <br />? <br />IN FOUNDATION WITH 3P' LEG EACH <br />w <br />WAY AT ALL CHANGES IN DIRECTIONS <br />U <br />07 v1 <br />TOP OF SLAB00 <br />TOP OF SLAB <br />I v <br />. SO THAT THE STEEL REINF. IS CONTINUOUS <br />MATCH AMOUNT OF CONTINUOUS BARS <br />.I•I• <br />?Ir <br />CURB FOR <br />• <br />• a <br />EXT. PORCH SLAB <br />W/ 1/2" ISOLATION <br />SEE SLAB SCHEDULE <br />BAR SIZE 46 BAR DIA <br />4" CHAMFER (I -STORY) <br />#3 18" <br />. <br />EXT. PORCH SLAB <br />.' - V I•I <br />-SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER (1STORV) <br />Ili <br />ILL <br />'"' w. CONTINUOUS STEEL MONOLITHIC <br />• FOOTING REINFORCEMENT SEE SCHEDULE <br />--Ly <br />`- 7b" <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />JOINT (WHERE ! e •'e <br />6" CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2" ISgA710N <br />. 6" CHAMFER (2-STORY) <br />! <br />.. <br />0� <br />APPLICABLE) z <br />SEE SCHEDULE 30, <br />JOINT (WHERE. <br />APPLICABLE) <br />•! i EE SCHEDULE <br />Z 4. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />FOR BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />BAR <br />AND BAR QUANTITY <br />N AND BAR QUANTITY <br />NUMBER OF BARS (le. 2 TO 3, PROVIDE 2 BARS), UNO <br />7 <br />MONO-FOOTING%,"�EXTERIOR <br />MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />,EXTERIOR <br />scnLE:3a"=1'-a' <br />` GARAGE SCALE:34"=1'-0 <br />, CORNER BARS DETAIL <br />4 DOOR OPENING <br />v SCALE: 3/4"=1'•0" <br />SCALE: 3/4"=1'-0' <br />LAP TOP PLATE A MIN. OF 41" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" OfC BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />w <br />WALL W/ SYP No 2 STUDS SEE <br />2" CAPPED <br />W a I <br />PLANS FOR SPACING. SINGLE <br />GALVANIZED PIPE <br />p NEW REINF. BAR <br />N <br />BTM. PLATE TO BE PT. <br />W/FLANGE 0 BASE <br />O a SECURED Wf2-PART <br />IL g EPDXY.MIN. EMBED <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY <br />q <br />J S 6", UNO <br />NAIL 16" O/C STAGGERED. <br />S p FOLLOW ALL MANF. <br />SPECIFICATIONS FOR <br />SECURE FLANGE 70 <br />rn <br />USE AND <br />SLAB W/ 4 1/4" X 2 19' <br />TAPCONS) <br />aPREPARATION OF <br />if <br />W <br />HOLE. <br />w <br />SLAB SCHEDULE <br />J <br />, a <br />QO <br />TOP OF SLAB <br />[SEE <br />4` CHAMFER (I-STORY)`��` <br />•=4 <br />6` CHAMFER (2STORY)"4 <br />EQ. EQ. <br />EE SCHEDULE <br />BOLLARD <br />FOR MD. BAR SIZE <br />5 <br />AND BAR QUANTITY <br />SCALE. 3/4-1-0^ <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />r��.6MONOLITHIC <br />FOUNDATION <br />'-0 <br />SCALE: 3(4"=1" <br />(NO UPLIFT) <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <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 />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />16" O/C STAGGERED. <br />POURED LINTEL CONT. (TYP.) <br />S" CMU FILLED CELL (7YP.) <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />W <br />IT' DIA USP 7250M BOLTS S" <br />TOP OF SLAB'4• <br />MINIMUM EMBEDMENT INTO <br />GROUTED CELL, 4" FROM ENDS AND <br />111" O.C. VERTICALLY MAX <br />SEE SCHEDULE <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />scAE:3a"=1'-a' <br />UPLIFT) <br />BLOCK WALL CONNECTION <br />(NO <br />d N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />wwwAbdes*kgroup.com <br />AA 4: 0003325 , <br />a <br />O <br />3� <br />9 <br />"I <br />sumirv. ae Lom <br />SILVERADO <br />LOT #51 <br />BLK- #6 <br />PnoJmCT <br />04128.002-51061 <br />1LOaigLt <br />4EHB <br />1t2605- HAYDEN" <br />GARAGZ WWDal: <br />RIGHT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />IDATM1/17/19 <br />IICALS: 1/4"=1•-0" <br />>l3ICET <br />S1.1A <br />