Laserfiche WebLink
30" <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />tt <br />Z <br />g <br />STEEL REINFORCING IN GROUTED <br />_ <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />l�e^— <br />j _o>^ <br />a <br />� <br />SPACING REQUIREMENTS <br />�.., <br />Q w <br />m <br />�— _, D... <br />GARAGE DOOR <br />Q ul <br />[O U <br />�� <br />U <br />IL <br />W <br />Q <br />I ..D. _. . . .. <br />FM <br />RECESS <br />g 0 <br />0O U) Z <br />8" CMU WALL <br />O <br />8" CMU WALL <br />, . CORNER BARS, SAME SIZE AS LARGER BAR <br />W W <br />9" <br />io <br />g <br />m <br />Z <br />_ <br />..I FOUNDATION WITH 30" LEG EACH <br />W (=� <br />WTOP <br />W <br />WAY ATALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />OF SLAB <br />SO THAT THE STEEL REINF. IS CO <br />NTINUOU/� <br />rill <br />S <br />MATCH AMOUNT OF CONTINUOUS BARS <br />CURB FOR <br />EXT. PORCH SLAB <br />E <br />. i <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIP, <br />4" CHAMFER (15TORY) <br />!A 1B' <br />- ° <br />EXT. PORCH SLAB <br />-VARIES <br />�_. <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />4" CHAMFER(1STORY) <br />Il <br />CONTINUOUS STEEL MONOLITHIC <br />-. - FOOTING REINFORCEMENT SEE SCHEDULE <br />'0^ <br />MASONRY <br />UNITS SET <br />ELEV: <br />12" ISOLATLAB <br />JOINT (WHERE a <br />6" CHAMFER (2-STORY) <br /># .. # �` #4 24" <br />W/ 1!z' ISOLATION <br />a 6" CHAMFER (2-STORY) <br />.. <br />0, <br />0'-0" <br />APPLICABLE) z <br />SEE SCHEDULE <br />3a' <br />JOINT(WHERE <br />APPLICABLE) <br />Tea <br />EE SCHEDULE <br />Z a. <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />�itit <br />FOR BAR SIZE <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE <br />LEAST <br />IBWxD,AR <br />AND BAR QUANTITY <br />AND 8AR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 47' <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND <br />GARAGE <br />1 <br />SCALE: 3/4••=1•-fY' <br />2 SCALE:314" 1'-LT <br />GARAGE <br />CORNER BARS DETAIL <br />3 <br />DOOR OPENING <br />4 <br />SCALE: <br />SCALE: 3/4"=1'-0" <br />Z <br />(1) 05 REBAR VERTICALLY W/ CONC. <br />45 U <br />Q <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />CL CL <br />Ir Ir 10 <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />#4 REBAR @24" O.C. Q CENTER OF <br />LAP TO OCCUR OVER STUD - <br />OF WALL W/ PLAN <br />Aa <br />W g <br />SLAB <br />Z ago' <br />Z <br />LU <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />g <br />K <br />WALL W! SYP No 2 STUDS SEE <br />O <br />> 5' <br />W <br />a <br />PLANS FOR SPACING. SINGLE <br />U I <br />> N NEW REINF. BAR <br />BTM_ PLATE TO BE PT. <br />U a SECURED W/ 2- PART <br />PROVIDE DBL TOP PLATE <br />SECURE BT. PLATE TO <br />7' CAPPED <br />a g EPDXY. MIN. EMBED <br />SLAB W/tOd MASONRY <br />1-sv <br />GALVANIZED PIPE <br />J Q 6', UNO <br />J — <br />NAIL 16' O/C STAGGERED. <br />W/FLANGE ® BASE <br />Q O FOLLOW ALL MANF. <br />ADDITIONAL METAL <br />10 <br />M <br />-- <br />4" CONC., REINF. W/ <br />_ ¢ SPECIFICATIONS FOR <br />09 <br />CONNECTORS NOT <br />° x6" #10 W WM ON <br />p <br />= USE AND <br />REQUIRED WHEN NO <br />9 6-MIL POLY ETHYLENE <br />PREPARATION OF <br />W <br />UPLIFT IS PRESENT. <br />W VAPOR BARRIER ON <br />.0" <br />Z w HOLE. <br />K <br />SEE SLAB SCHEDULE <br />= <br />Q I WELL -COMPACTED <br />SECURE FLANGE TO <br />Q <br />x <br />CLEAN FILL TERMITE <br />111 TREATMENT SHALL BE <br />SLAB W/(4)1W X 21/4" <br />TAPCONS <br />o U"F• <br />+_ 0'-a' <br />Q <br />BORA-CARE <br />Q <br />P? <br />TOP OF SLAB -\ <br />° <br />I (2) CONT. #4 REBAR <br />4 CHAMFER(1STORY) <br />6" CHAMFER (2-STORY) <br />d (2)#5REBAR NCHAIRS <br />W 2,000 PSF VIRGIN SOIL OR 95% <br />EQ. EQ. <br />EE SCHEDULE <br />17MIN. DEPTH INTO <br />? <br />> COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />SLAB <br />SOU <br />AND BAR QUANTITY <br />HEIGHT LESS THAN 3-6' PER PLAN <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION <br />WOOD WALL <br />EXTERIOR MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />8 6CALE 34 1'-0 <br />(NO UPLIFT) <br />5 <br />6 <br />FOOTING W/ BLOCK WALL <br />scALE:34"=1-0" <br />SCALE:34"=1'-0" <br />1 <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. <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />20 OR 2.6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />WALL W/SYP No 2 STUDS SEE <br />STEEL REINFORCING IN GROUTED <br />PLANS FOR SPACING. SINGLE <br />CELL SEE PLAN FOR SIZE AND <br />a <br />BTM. PLATE TO BE PT. <br />SECURE BT. PLATE TO <br />SLAB W/10d MASONRY NAIL <br />SPACING REQUIREMENTS <br />PROVIDE DBL. TOP PLATE <br />16' O/C STAGGERED. <br />Q <br />rA W <br />ADDITIONAL METAL <br />U <br />CONNECTORS NOT <br />y � <br />REQUIRED WHEN NO <br />d' U) _ Z 8" CMU WALL <br />UPLIFT IS PRESENT. <br />b <br />LINTEL CONT. (TYP.) <br />8' CMU FILLED CELL (TYP.) <br />+ 0'-0" <br />TOP OF SLAB - <br />- SLAB <br />TOP OF <br />SEE SLAB SCHEDULE <br />2X WALL FRAMING <br />1 <br />— <br />4 <br />,_a� <br />TOP OF SLAB <br />a ^ <br />1POURED <br />12" DIA. SIMPSON ST82 BOLTS 5" <br />MINIMUM EMBEDMENT INTO <br />GROUTED <br />GROUTED CELL, 4"FROM ENDS AND <br />SEE SLAB SCHEDULE <br />EXT. PORCH SLAB 4" CHAMFER (I -STORY <br />Z W a <br />BAR SIZE 48 BAR DIA > <br />O <br />° <br />W/ 12" ISOLATION 6" CHAMFER (2STORY) <br />#3 18' U <br />O.C. VERTICALLY MAX <br />JOINT (WHERE <br />♦ <br />#4 24" <br />APPLICABLE) <br />Z MATCH STEEL <br />#5 3a' <br />SEE SCHEDULE <br />6" PVC CHASE <br />REINFORCEMENT <br />PER SCHEDULE <br />#6 36' <br />THRU FOOTING <br />#7 42' <br />6" PVC CHASE THRU FOOTING <br />FOR WXD, BAR SIZE <br />AND BAR QUANTITY <br />MATCH STEEL <br />SEE SCHEDULE <br />REINFORCEMENT <br />INTERIOR FOUNDATION WOOD WALL <br />INTERIOR FRAME BRIG WALL TO <br />FOR WXD, BAR SIZE <br />AND BAR <br />PVC CHASE <br />PER SCHEDULE <br />D <br />SCALE:314"=V-0" <br />(NO UPLIFT) <br />11 <br />BLOCK WALL CONNECTION <br />QUANTITY <br />12 <br />THRU FOOTING <br />SCALE: <br />d N. RONALD REAGAN 81 <br />LONGWOOD, FL 32750 <br />PH: 407-7748078 <br />FAX 407-774.4078 <br />wwwabde igngroup.com <br />AA #: 0003325 <br />V <br />� <br />� <br />L <br />J <br />BUBDIV. ec LOT: <br />ABBOTT PARK <br />LOT #7 <br />BLK. #9 <br />PROJECT* <br />04181.000-07091 <br />uODEL <br />4EHB <br />"2605-HAYDEN" <br />GARAGE 8TfWG: <br />LEFT <br />PAGE: <br />DETAILS <br />%160 MPH E . C <br />Dmrcr <br />ATE: 05/06/21 <br />SCALE: 1/4"=1'—O" <br />SHEET <br />S1.1A <br />