Laserfiche WebLink
30„ <br />MIN. EACH WAY <br />_ e <br />THIC FOOTING <br />Z <br />Z <br />STEEL REINFORCING IN GROUTED <br />.1.. <br />STEEL REINFORCING IN GROUTED <br />°• <br />SEE PLAN FOR SIZE AND <br />REQUIREMENTSSPACING <br />4 R <br />CELL SEE PLAN FOR SIZE AND <br />REQUIREMENTSU <br />aCELL <br />ISPACING <br />I <br />UJ.ZQ <br />0. <br />�FM. <br />•. <br />p <br />N lb Z <br />8" CMU WALL <br />O <br />Z_ <br />8" CMU WALL <br />° CORNER BARS, SAME SIZE AS LARGER BAR <br />I <br />'�- 0'-0' <br />I IN FOUNDATION WITH 30" LEG EACH <br />d - <br />+- 0'-0 <br />TOP OF SLAB <br />TOP OF SLAB <br />y�II�, J� WAY AT ALL CHANGES IN DIRECTIONS <br />I ... " Y't SO THAT THE STEEL REINF. IS CONTINUOUS <br />..+,,a-..y--, <br />• " <br />I MATCH AMOUNT OF CONTINUOUS BARS <br />•I <br />• <br />EXT. PORCH SLAB ° <br />SEE SLAB SCHEDULE <br />BAR SIZE 48 BAR DIA. <br />4" CHAMFER (1STORY) <br />- VARI S <br />IL(r <br />• ,.. SEE SLAB SCHEDULE TOP OF GARAGE <br />• <br />° a. a CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />W/ 1/2" ISOLATION <br />JOINT (WHERE a •. ' <br />8" CHAMFER (2STORY) 18" <br />#4 Y4^ <br />EXT. PORCH SLAB <br />W/ 1/2' ISOLATION <br />4" CHAMFER (1STORY) <br />Il. 6" CHAMFER (2-STORY) <br />a <br />APPLICABLE) z <br />SEE SCHEDULE <br />MS 30' <br />JOINT (WHERE.- <br />•! r: EE SCHEDULE <br />FOR WXD, BAR SIZE <br />APPLICABLE) <br />Z <br />4. <br />FOR MD, BAR SIZE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />„ <br />AND BAR QUANTITY <br />g <br />AND BAR QUANTITY <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />07 47' <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), LINO <br />�1EXTERIOR <br />MONO -FOOTING <br />-,-",EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />GA <br />GARAGE SCALE: 314'1 <br />CORNER BARS DETAIL <br />SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN, OF 49' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM. VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL W/ PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />GARAGE DOOR <br />RECESS <br />WALL W/ SYP <br />u I <br />No 2 STUDS SEE PLANS FOR SECURE BT. PLATE TO SLAB W/ <br />N B+ <br />a UREID <br />SPACING. SINGLE BTM. PLATE 172'kS" WEDGE ANCHOR W/ 7' <br />TO BE PT. PROVIDE DBL. TOP <br />W = <br />SE W/2�-PART <br />g <br />WASHER SET IN HIGH STRENGTH <br />y N <br />7' CAPPED <br />a I EPDXY. MIN. EMBED <br />EPDXY 5-1/2" EMBED. MIN. 0 16" OC <br />GALVANIZED PIPE <br />Q 8", UNO <br />— <br />SIMPSON SPH4 OR SPH6 MAX. <br />W/FLANGE BASE <br />Q O FOLLOW ALL F. <br />BTM AND TOP PLATE <br />CURB FOR <br />NS <br />It I SPECIFICATIONS FOR <br />¢ USE AND <br />2 f0 <br />ANCHORS W/ 10d x 1 1I7' <br />COMMON NAILS FILL ALL <br />`LV MASONRY <br />UNITS SET <br />in <br />H PREPARATION OF <br />to <br />HOLES, DO NOT USE 10d W <br />r' AT ELEV: <br />'O' <br />HOLE' <br />x 3" SEE SLAB SCHEDULE <br />0 <br />SECURE FLANGE TO <br />J <br />Q <br />SLAB W/(4) 1/4" X 21/4" <br />TAPCONS <br />QCO <br />TOP OF SLAB <br />RECESS AROUND GARAGE <br />�41 DOOR OPENING <br />' <br />SCALE: 3/4"=1'A" <br />EQ. EQ. SEE SCHEDULE <br />FOR V III BAR SIZE <br />AND BAR QUANTITY <br />ADDING BAR TO <br />INTERIOR CURB FOUNDATION WOOD WALL <br />BOLLARD <br />MONOLITHIC <br />FOUNDATION <br />' scALE:3a'=1'-0 W/ UPLIF <br />( <br />5 <br />6 SCALE: 3/4"=1'-0" <br />LAP TOP PLATE A MIN. OF 49' <br />SCALE: 3/4"=1'-0" <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" O/C BTM, VERIFY HEIGHT <br />LAP TO OCCUR OVER STUD OF WALL WI PLAN <br />2x4 OR 2x6 WOOD BEARING PROVIDE BLOCKING <br />WALL W/ SYP No 2 STUDS SEE <br />PLANS FOR SPACING, SINGLE <br />BTM. PLATE TO BE PT. <br />LAP TOP PLATE A MIN. OF 48" ---may1 <br />PROVIDE DBL TOP PLATE SECURE BT. PLATE TO <br />AND NAIL W/ 16d COMMON <br />SLAB W/10d MASONRY <br />NAILS, 2-ROWS, 4" O/C BTM, <br />VERIFY HEIGHT <br />STEEL REINFORCING IN GROUTED <br />NAIL 16" O/C STAGGERED. <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />CELL SEE PLAN FOR SIZE AND <br />ADDITIONAL METAL <br />SPACING REQUIREMENTS <br />CONNECTORS NOT <br />2x4 OR 2x6 WOOD BEARING <br />PROVIDE BLOCKING <br />Z <br />REQUIRED WHEN NO <br />(q UPLIFT IS PRESENT. <br />WALL W/ SYP No 2 STUDS SEE <br />f <br />W <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />Q " <br />K SLAB SCHEDULE <br />BTM. PLATE TO BE PT. <br />PROVIDE DBL. TOP PLATE <br />SLAB W/10d MASONRY NAIL <br />Q <br />1T O/C STAGGERED. <br />¢ <br />m U <br />[SEE <br />,S, <br />TOP OF SLAB. <br />ADDITIONAL METAL <br />n <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />-I <br />w IL <br />�_ • _e <br />UPLIFT IS PRESENT. <br />O <br />8" CMU WALL" <br />Z <br />POURED LINTEL CONT. (TYP.) <br />S'CMU FILLED CELL(TYP.) <br />a•a <br />TOP OF SLAB <br />SEE SLAB SCHEDULE <br />_ <br />I <br />2X WALL FRAMING <br />116"O.C. <br />EQ. EQ. SEE SCHEDULE <br />+- 0'-0' <br />10P OF SLAB <br />-'a • <br />" <br />Z <br />? <br />SEE SLAB SCHEDULE <br />♦ <br />12" DIA. SIMPSON STS2 BOLTS 5' <br />MINIMUM EMBEDMENT INTO <br />FOR WxD, BAR SIZE <br />~�" <br />s <br />"ISOLATECY COLUMN PAD <br />GROUTED CELL, 4" FROM ENDS AND <br />AND BAR QUANTITY <br />CENTERED UNDER WALL AND <br />VERTICALLY MAX <br />POURED MONOLITHICALLY WITH <br />. INTERIOR CURB FOUNDATION WOOD WALL <br />FOUNDATION AND SLAB <br />SCALE 3/4"=1'-0" <br />(NO UPLIFT) <br />SEE SCHEDULE <br />. . e • • <br />SEE SCHEDULE <br />FOR WxD, BAR SIZE: <br />r <br />FOR WxD, BAR SIZE <br />AND BAR QUANTITY <br />✓ AND BAR QUANTITY <br />� <br />///LLL <br />e' VARIES 8' <br />INTERIOR FOUNDATION WOOD WALL <br />COMBINED EXTERIOR MONO- <br />INTERIOR FRAME BRIG WALL TO <br />9 '' <br />(NO UPLIFT) <br />FOOTING AND COL. PAD <br />BLOCK WALL CONNECTION <br />SCALE: 3/4"=1'-0" <br />j j SCALE: 3/1 <br />;t C <br />(U S-CONT. in <br />SHOWER RECESS FOOTER <br />12 <br />SCALE: 1 "=1'-0" wo <br />Lm <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774.4078 <br />www.abdeslgngroup.eom <br />AA M: 0003325 <br />DRDBY::A.B. DEOUPDRAC.5438 BEAUMTER BLVD.SUTAMPA, 3634PH: 828FAX: W802 <br />D � 02/05/21 <br />sHmmT <br />S1.1A <br />