Laserfiche WebLink
da <br />MIN. EACH WAY <br />MONOLITHIC FOOTING <br />� p <br />STEEL REINFORCING IN GROUTED <br />STEEL REINFORCING IN GROUTED <br />•• <br />�.• <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br /><< _ CELL SEE PLAN FOR SIZE AND <br />a C SPACING REQUIREMENTS <br />r .. P, ; .' <br />• v-'•" <br />c <br />E <br />' ,ram <br />GARAGE DOOR <br />��� <br />p•�~ <br />• <br />'..�• P� LFM—• <br />RECESS <br />a <br />•� <br />�� <br />m 8"CMU WALL <br />,� allCMUWALL <br />. CORNER BARS, SAME SIZE AS LARGER BAR <br />° B` <br />b f <br />b 0' +- -0" <br />IN FOUNDATION WITH 30" LEG EACH <br />�.�•O <br />4 „ <br />.� WAY AT ALL CHANGES IN DIRECTIONS <br />TOP OF SLAB <br />TOP OF SLAB <br />I ... $O THAT THE STEEL REINF. IS CONTINUOUS <br />- <br />_ <br />1�(/''/✓-- <br />_ I MATCH AMOUNT OF CONTINUOUS BARS <br />ZI •I <br />CURB <br />• <br />SEE SLAB SCHEDULE <br />• 4' BAR SIZE 48 BAR DIA <br />EXT. PORCH SLAB 4"CHAMFER (1SUORY) <br />#3 16' <br />- V RIE <br />: •—. • •. •�~ SEE SLAB SCHEDULE TOP OF GARAGE <br />EXT. PORCH SLAB 4" CHAMFER 1-STORY <br />• I <br />�' P. LL CONTINUOUS STEEL MONOLITHIC <br />. I <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />MASONRY <br />UNITS SET <br />1c0, AT ELEV: <br />' <br />1/2" ISOLATION 6" CHAMFER (2-STORY) <br />� <br />W/ 1/2" ISOLATION (2STORY) <br />0'-0" <br />JO <br />JOINT (WHERE • #4 24" <br />6" CHAMFER <br />JOINT (WHERE A ( <br />i <br />APPLICABLE) i SEE SCHEDULE #5 30" <br />. <br />APPLICABLE) 4. SEE SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />s FOR MO, BAR SIZE <br />#6 36' <br />3 FOR WXD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />!n AND BAR QUANTITY <br />AND BAR QUANTRV <br />NUMBER OF BARS (IS. 2 TO 3, PROVIDE 2 BARS), UNO <br />#7 42" <br />EXTERIOR MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1 SCALE:3/4'�T-0 <br />n <br />@ GARAGE SCALE:34"=1'-0 <br />CORNER BARS DETAIL <br />DOOR OPENING <br />SCALE: 314'=1'-0" <br />4 SCALE: 3!4'=1'1Y' <br />(1) #5 REBAR VERTICALLY W/ CONC. <br />w POURED CELL <br />LAP TOP PLATE A MIN. OF 48" <br />6' CMU <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4"BUM. VERIFY HEIGHT <br />g > 4 RBEBAR 024" O.C. ® CENTER OF <br />LAP 70 OCCUR OVERER STUD OF WALL WI PLAN <br />SLA <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />3 rc <br />WALL W/ SYP <br />x'b <br />7' CAPPED <br />GALVANIZED PIPE <br />y� <br />sG I NEW REINF. BAR <br />No 2 STUDS SEE PLANS FOR <br />SPACING. SINGLE BTM. PLATE SECURE BT. PLATE TO SLAB W/ <br />I <br />W/FLANGE BASE <br />� <br />i SECURED W/ 2-PART <br />a EPDXY. MIN. EMBED <br />1/2'k0" WEDGE ANCHOR W/ 7' <br />TO BE PT. PROVIDE DBL. TOP <br />PLATE WASHER BET IN HIGH STRENGTH <br />•I <br />g 5 8, UNO <br />EPDXY 5-1/2" EMBED, MIN. 0 16' OC <br />SIMPSON SPH4 OR SPH6 MAX. <br />• •'4• <br />to <br />i O FOLLOW ALL MANF. <br />BTM AND TOP <br />fv § 4" CONC., REINF. W/ <br />SECURE FLANGE TO <br />•+ I SPECIFICATIONS FOR <br />USE AND <br />ANCHORS W/ 0d x112 <br />.. <br />M JJJI 'x6' #10 WWM ON <br />• 1 <br />SLAB WI(4) 14' X 21/4" <br />PREPARATION OF <br />COMMON NAILS FILL ALL <br />1' 6-MIL POLY ETHYLENE <br />S <br />TAPCONS <br />y„ 4,. HOLE. <br />HOLES, DO NOT USE 10d <br />3" <br />VAPOR BARRIER ON <br />w • �I 1`0 WELL -COMPACTED <br />• <br />x SEE SLAB SCHEDULE <br />. , CLEAN FILL TERMITE <br />IL <br />01-0" <br />if <br />s TREATMENT SHALL BE <br />°� Q- <br />TOP OF SLAB .•. <br />BORA-CARE <br />{ <br />��.•=�.' <br />• : : (2) CONT. #4 REBAR <br />4" CHAMFER (I -STORY) <br />• —�' <br />• . <br />6" CHAMFER (2-STORY) <br />., <br />4 (2) #5 REBAR ON CHAIRS <br />•y •41f <br />17' MIN. DEPTH INTO 2,000 PSF VIRGIN SOIL OR 95% <br />VIRGIN OR ENGINEERED SOIL COMPACTED SOIL <br />BOLLARD <br />EQ' EQ' SEE SCHEDULE <br />BAR SIZE <br />FOR BARWXDQUANTITY <br />ANWOOD <br />SLAB HEIGHT LESS THAN 3'-8" PER PLAN <br />5 SCALE: 3/4"=,'�" <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WALL <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />BCALE:3/4"=T-' (W/ UPLIFT) <br />6 <br />FOOTING W/ BLOCK WALL <br />SCALE: 3/4' t'-0" <br />1A <br />SCALE: 3/4!=V-9' <br />LAP TOP PLATE A MIN. OF 48------------ <br />AND NAIL W716d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 46' ---�_ <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON VERIFY HEIGHT <br />2.4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />NAILS, 2-ROWS, 4" O/C BTM. <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />SPACING REQUIREMENTS <br />WALL W/ SYP No 2 STUDS SEE <br />2.4 OR 216 WOOD BEARING PROVIDE BLOCKING <br />EpliaH <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE SECURE BT. PLATE TO <br />SLAB W110d MASONRY <br />PLANS FOR SPACING. SINGLE <br />BTM. PLATE TO BE PT. SECURE ST. PLATE TO <br />a <br />NAIL 16' O/C STAGGERED. <br />ADDITIONAL METAL <br />PROVIDE DBL. TOP PLATE SLAB W/1Dd MASONRY NAIL <br />O/C STAGGERED. <br />\i <br />CONNECTORS NOT <br />AD <br />ADDITIONAL METAL <br />REQUIRED WHEN NO <br />CONNECTORS NOT <br />,0 <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO UPLIFT <br />UPLIFT IS PRESENT. <br />CMU WALL <br />,- POURED LINTEL CONT. (TYP.) <br />SLAB SCHEDULE <br />--0' <br />6' CMU FILLED CELL (TVP.) <br />dw'• <br />TOP OF <br />b 3LA8 <br />. <br />SEE SLAB SCHEDULE <br />[SEE <br />+ 0 <br />I• - <br />2X WALL FRAMING <br />40 SLAB <br />TOP OF .' <br />H <br />SEE SLAB SCHEDULE <br />h � <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />4 • <br />TOP OF SLAB <br />3 <br />MINIMUM EMBEDMENT INTO <br />• �_ .,,�.y. _4- F <br />3 "ISOLATED" COLUMN PAD <br />II, <br />GROUTED CELL, 4" FROM ENDS AND <br />• !� • <br />4 CENTERED UNDER WALL AND <br />16' O.C. VERTICALLY MAX <br />• <br />4# <br />,• <br />TPOURED MONOLITHICALLY WITH <br />«! 333 <br />! ,# ..S •, <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />SEESCHEDULE <br />EQ. <br />FOR BAR SIZE <br />D, / FOR BAR SIZEEQ. <br />SEE SCHEDULE <br />FOR MD,BAR SIZE <br />BARWXD <br />AND BAR QUANTITY <br />BAR <br />/ AND BAR QUANTITY <br />I <br />AND BAR QUANTITY <br />BAR <br />]�L <br />INTERIOR CURB FOUNDATION WOOD WALL <br />8 <br />[] INTERIOR FOUNDATION WOOD WALL <br />9 SCALE:3/4' T-a' (NO UPLIFT) <br />COMBINED EXTERIOR MONO- <br />sfo_2��� <br />INTERIOR FRAME BRIG WALL TO <br />SCALE:3/4"=1'-0 <br />(NO UPLIFT) <br />E:3/4'=1'-0" <br />11 SCALE: 3/4'=1'-a' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.ebdeaigngroup.com <br />AA #: 0003326 <br />]g� <br />I <br />lit <br />G <br />QQ$ <br />avHnly 1.oa• <br />ABBOTT PARK <br />LOT #12 <br />BLK #11 <br />1aROJmCT�j1 <br />04181.000-12111 <br />MoaE1e. <br />3EFB <br />"2447-ROBIE" <br />aA1tAGE awaga: <br />RIGHT <br />PAGE: <br />DETAILS <br />160 MPH E . C <br />DrptwT <br />w05/24/21 <br />aCJ%XX:1/4' = P-0' <br />alcm= <br />S1.1A <br />