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30" <br />MIN. EACH WAY <br />— MONOLITHIC FOOTING <br />Z <br />STEEL REINFORCING IN GROUTED <br />^ <br />STEEL REINFORCING IN GROUTED <br />R <br />CELL SEE PLAN FOR SIZE AND <br />Q IL <br />LL AND <br />SEE PLAN FOR SIZE CELL <br />SPACING REQUIREMENTS <br />'•� <br />R ` <br />SPACING REQUIREMENTS <br />it <br />W <br />¢� <br />W <br />1 f},,—� <br />GARAGE DOOR <br />RECESS <br />aQ <br />d) <br />n. <br />"1 .:.1 ": L�FM <br />aaa000 <br />g <br />0 y Z <br />W CMU WALL <br />8" CMU WALL <br />! . CORNER BARS, SAME SIZE AS LARGER BAR <br />W <br />e` <br />y0y.�, <br />-I IN WITH LEG EACH <br />IN <br />w UW <br />N <br />TOP OF SLAB <br />ATALLION <br />!� WAYCHANGES DIRECTIONS <br />I , SO THAT THE STEEL REINF. IS CONTINUOUS <br />tD <br />TOP OF SLAB <br />_ <br />MATCH AMOUNT OF CONTINUOUS BARS <br />( �Ig <br />CURB FOR <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1-STORY) <br />Ip 1g� <br />EXT. PORCH SLAB <br />-VARIES <br />SEE SLAB SCHEDULE TOF' OF GARAGE <br />4"CHAMFER (1STORY <br />° R. LL CONTINUOUS STEEL MONOLITHIC <br />I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />�=p+ AT EL.EV: <br />W/ 1/2" ISOLATION '.. ° <br />JOINT (WHERE • <br />W CHAMFER (2-STORY) <br />#4 24" <br />W/ 1/2" ISOLATION <br />8" CHAMFER (2-STORY) <br />0'-0' <br />• <br />APPLICABLE) i <br />SEE SCHEDULE <br />` 30" <br />JOINT (WHERE, <br />APPLICABLE) Z 4. <br />EE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />i <br />FOR WXD, BAR SIZE„ <br />FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />AND BAR QUANTITY <br />AND BAR QUANTITY <br />NUMBER OF BARS (ie: 2 TO 3, PROVIDE 2 BARS), UNO <br />42" <br />/'__,�EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />' <br />C^'E3l4"=V-a <br />2 @ GARAGE 3CALE:34"=1'(Y' <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 3/4"=1'-0" <br />4 SCALE: 3/4'=1'-(Y' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />W <br />U <br />POURED CELL <br />LAP TOP PLATE A MIN. OF 4W —may <br />Q <br />8" CMU <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, V O/C BTM. <br />OF WALL W/ PLAN <br />#4 REBAR ®24" O.C. 0 CENTER OF <br />LAP TO OCCUR OVER STUD <br />Z <br />SLAB <br />W <br />POOD BEARING PROVIDE BLOCKING <br />Z K <br />0 j <br />v <br />6, <br />U) I <br />WALL W/ S <br />No 2 STUDS SEE PLANS FOR SECURE ST. PLATE TO SLAB W/ <br />SPACING. SINGLE BTM. PLATE <br />O � <br />I �'— <br />NEW REINF. BAR <br />a <br />YY SECURED W/ 2- PART <br />TO BE T. PROVIDE DBL. TOP l&W* WEDGE ANCHOR W/ 7' <br />WASHER SET IN HIGH STRENGTH <br />Z'CAPPED <br />t1 g I EPDXY. MIN. EMBED <br />PLATE <br />6-12" EMBED. MIN. 16" OC <br />GALVANIZED PIPE <br />J Q 8, LINO <br />SIMPSON SPH4 OR SPHB hPAOXV <br />X. <br />° - <br />WIFLANGE 0 BASE <br />QQ o FOLLOW ALL MANF. <br />BTM AND TOP PLATE <br />lv <br />4" CONC., REINF. W/ <br />2 SPECIFICATIONS FOR <br />W ¢ <br />I USE AND <br />ANCHORS W/ 10d x 1 1/2" <br />.: W' #10 WWM ON <br />o <br />M <br />= pp <br />PREPARATION OF <br />COMMON NAIL y <br />NOT FILLALL <br />USE 10d W <br />2 OJ <br />POLY ETHYLENE <br />O HOLE. <br />O W <br />VAPOR <br />VAPOR BARRIER ON <br />Z K <br />z 3" K SEE SLAB SCHEDULE <br />2 <br />° WELL -COMPACTED <br />SECURE FLANGE TO <br />Q <br />J ... CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />� g O <br />+ 0 <br />1111 <br />I TREATMENT SHALL BE <br />TAPCONS <br />QQ• <br />TOP <br />OF SLAB <br />2 <br />4 ,.._... BORA-CARE <br />(2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />a <br />6" CHAMFER (2-STORY) <br />•`l ` .° ' (2) #5 RESAR ON CHAIRS <br />EQ. EQ. EE SCHEDULE <br />_ IY <br />17' MIN. DEPTH INTO Z <br />2,000 PSF VIRGIN SOIL OR lB% <br />COMPACTED SOIL <br />FOR WXD, BAR SIZE <br />VIRGIN OR ENGINEERED SOIL <br />AND BAR QUANTITY <br />SLAB HEIGHT LESS THAN X-C' mU <br />PER PLAN <br />ADDING BAR TO <br />%INTERIOR CURB FOUNDATION WOOD WALL <br />EXTERIOR <br />MONO DEEP <br />BOLLARD <br />MONOLITHIC FOUNDATION <br />lDALE:34'=,'� <br />NG FOOTIW! BLOCK WALL <br />(W/UPLIFT) <br />Cl <br />!ALE: 3/4"=! <br />L <br />LAP TOP PLATE A MIN. OF 43' --�� <br />LAP TOP PLATE A MIN. OF 48'---�._- <br />L <br />ND NAIL tEtl COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. <br />VERIFY HEIGHT <br />AND NAIL 1E COMMON <br />VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />NAILS, 2-ROWS, 4" O/C BTM. <br />OF WALL WI PLAN <br />STEEL REINFORCING IN GROUTED <br />LAP TO OCCUR OVER STUD <br />CELL SEE PLAN FOR 312E AND <br />WAOR 2x8 WOOD BEARING <br />WALLW/SYP No 2 STUD! SEE <br />PROVIDE BLOCKING <br />2x4 OR 2x8 WOOD BEARING <br />PROVIDE BLOCKING <br />SPACING REQUIREMENTS <br />Z <br />PLANS FOR SPACING. SINGLE <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />BTM. PLATE TO BE PT. <br />PLANS FOR SPACING. SINGLE <br />lECURE ST. PLATE TO <br />�. <br />PROVIDE DBL. TOP PLATE <br />SECURE BT. PLATE TO <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />I.18" <br />SLAB W/10d MASONRY <br />O/C STAGGERED. <br />Q <br />NAIL 16" O/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />m 2 <br />a <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />a to <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />8" CMU WALL <br />W UPLIFT IS PRESENT, <br />yO, <br />POURED LINTEL P ) <br />a -a <br />:� �' 8 CMUFILLED CELL (TVP.) <br />•'' <br />SEE SLAB SCHEDULE <br />SEE SLAB SCHEDULE'` <br />TOP OF S <br />: <br />Q <br />I <br />2X WALL FRAMING <br />+- 0'�' <br />TOP OF SLAB <br />+. 0' <br />< SEE SLAB SCHEDULE <br />1(Y' DIA SIMPSON STB2 BOLTS 5" <br />.',��.; <br />TOP OF SLAB <br />'a• <br />2e • <br />MINIMUM EMBEDMENT INTO <br />GROUTED" ENDS AND <br />�_ ,�—• <br />• <br />�a°:•. <br />bo 4 CENTERED UNDER WALL AND <br />O.C. VERTICALLY ALLY MAX <br />.. <br />• , POURED MONOLITHICALLY WITH <br />° — - FOUNDATION AND SLAB <br />e . • <br />tANDRAR <br />SEE SCHEDULE <br />SEE SCHEDULE <br />V FOR WXD, BAR SIZE <br />OR VVkD, BAR SIZE <br />EQ. EQ.ULE <br />�`—�`�--"`���"` AND BAR QUANTITY <br />AND BAR QUANTITY <br />SIZE <br />NT17Y <br />INTERIOR <br />FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />6 <br />9 <br />SCALE:3/4"=V-a <br />(NO UPLIFT) <br />&=00TI�NLG.AND COL. PAD <br />SCALE: 3/4"=1'-0' <br />BLOCK WALL CONNECTION <br />11 SCALE:34"=1'-0 <br />!QA`E 34'-''4" (NO UPLIFT) <br />1441 N. RONALD REAGAN 8L <br />LONGWOOD,FL32780 <br />PH: 407-774 SO78 <br />FAX: 407-7744078 <br />wwwAbde•igngroup.com <br />L AA #: 0003325 <br />b <br />if <br />A <br />aUBDlV aIII I.OM <br />ABBOTT PARK <br />LOT #8 <br />BLK #11 <br />paOJEC'L� <br />04181.009-08111 <br />MODWLo <br />3EEB <br />"2260—EISTON" <br />GAAAGR OWING: <br />LEFT <br />PAIGZ: <br />DETAILS <br />160 MPH E . C <br />