Laserfiche WebLink
MIN. EACH WAY <br />C <br />MONOLITHIC FOOTING <br />STEEL REINFORCING IN GROUTED <br />}} <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />d a <br />CELL SEE PLAN FOR SIZE AND <br />I ° <br />SPACING REQUIREMENTS <br />S <br />SPACING REQUIREMENTS <br />GARAGE DOOR <br />w <br />° <br />1 p - <br />RECESS <br />m <br />FM <br />w <br />° <br />i <br />8" CMU WALL <br />8" CMU WALL <br />I , CORNER BARS, SAME SIZE AS LARGER BAR <br />w w <br />6 <br />g <br />° .I IN FOUNDATION WITH 30" LEG EACH <br />y y <br />+- 0'-0" <br />TOP OF SLAB <br />WAY AT ALL CHANGES IN DIRECTIONS <br />I .. SO THAT THE STEEL REINF. IS CONTINUOUS <br />I <br />TOP OF SLAB <br />MATCH AMOUNT OF CONTINUOUS BARS <br />� <br />CURBFOR <br />EXT. PORCH SLAB <br />7A6ND <br />SEE SLAB SCHEDULE <br />DIA. <br />FER( -STORY) <br />PORCH SLAB <br />-V S <br />ARIE <br />SEE SLAB SCHEDULE TOP OF GARAGE <br />CHAMFER (iSTORY) <br />' g <br />o CONTINUOUS STEEL MONOLITHIC <br />FOOTING REINFORCEMENT SEE SCHEDULE <br />:d, <br />MASONRY <br />UNITS SET <br />AT ELEV: <br />W/SOTIONFER <br />JOINT (WHERE <br />(2-STORY)°EXT. <br />#4124 <br />'4 <br />W/1/2"ISOLATION L' <br />6" CHAMFER (2-STORY)APPLICABLE)EDULE <br />#5 30" <br />JOINT (WHERE •SEE <br />gppLICABLE) c. <br />SCHEDULE <br />WHEN TRANSITIONS ARE MADE FROM FOUNDATIONS HAVING <br />BAR SIZE <br />�° <br />z <br />FOR WAD, BAR SIZE <br />DIFFERENT NUMBER OF CONTINUOUS BARS PROVIDE THE LEAST <br />QUANTITY <br />ANq BAR QUANTITY <br />NUMBER OF BARS (ie. 2 TO 3, PROVIDE 2 BARS), UNO <br />#� ar' <br />#7 <br />MONO -FOOTING <br />EXTERIOR MONO -FOOTING <br />MONOLITHIC FOUNDATION <br />RECESS AROUND GARAGE <br />1EXTERIOR <br />SCALE:3/4"=1'-0 <br />SCALE34"=1'-0" <br />GARAGE <br />CORNER BARS DETAIL <br />DOOR OPENING <br />q <br />SCALE: 3/4"=1'-0" <br />(1) #5 REBAR VERTICALLY W! CONC. <br />Z o <br />POURED CELL <br />S h <br />6" CMU <br />5 <br />a 4 RBEBAR @24" O.C. CENTER OF <br />STEEL REINFORCING IN GROUTED <br />CELL SEE PLAN FOR SIZE AND <br />z <br />5 <br />SPACING REQUIREMENTS <br />NEW REINF. BAR <br />2" CAPPED <br />S u'i SECURED W/2-PART <br />rc'g EPDXY. MIN. EMBED <br />a <br />I <br />o <br />GALVANIZED PIPE <br />W/FLANGE BASE <br />s 8", UNO <br />a FOLLOW ALL MANF. <br />m w <br />Q <br />J <br />4 <br />4" CONC., REINF. W/ <br />y SPECIFICATIONS FOR <br />I.#10 <br />w <br />M <br />.8 6" <br />6'kWWM ON <br />gs USE AND <br />PREPARATION OF <br />�, F' CMU WALL <br />6-MIL POLY ETHYLENE <br />zW p 4„ 4' HOLE. <br />w <br />VAPOR BARRIER ON <br />i <br />• I� t -0 WELL -COMPACTED <br />SECURE FLANGE TO <br />b TOP OF SLAB <br />a <br />a _ CLEAN FILL TERMITE <br />SLAB W/(4) 1/4" X 21/4" <br />O}. <br />I� <br />TREATMENT SHALL BE <br />TAPCONS <br />BORA-CARE <br />e <br />SEE SLAB SCHEDULE <br />, <br />CONT. #4 REBAR <br />4"CHAMFER (1 STORY) <br />o <br />f ISOLATED" COLUMN PAD <br />< <br />F2) <br />6" CHAMFER (2-STORY <br />CENTERED UNDER WALL AND <br />POURED MONOLITHICALLY WITH <br />#5 REBAR ON CHAIRS <br />_—_ <br />FOUNDATION AND SLAB <br />SEE SCHEDULE <br />1Z' MIN. DEPTH INTO z rc <br />2,000 PSF VIRGIN SOIL OR 95% <br />FOR WAD, BAR SIZE <br />AND BAR QUANTTY <br />VIRGIN OR ENGINEERED SOIL ? <br />nQ <br />COMPACTED SOIL <br />SLAB HEIGHT LESS THAN 3'b" <br />PER PLAN <br />ADDING BAR TO <br />COMBINED EXTERIOR MONO - <br />EXTERIOR MONO DEEP <br />MONOLITHIC FOUNDATION <br />FOOTING AND COL. PAD <br />J <br />V <br />% <br />FOOTING <br />W/ BLOCK WALL <br />SCALE:34"=1'-0" <br />SCALE 3l4"=1'-0 <br />SCALE: 34"=1'-0 <br />1 A <br />SCALE: 3/4"=l'-0" <br />LAP TOP PLATE A MIN. OF 46' <br />AND NAIL W/ 16d COMMON <br />NAILS, 2-ROWS, 4" Or BTM. <br />VERIFY HEIGHT <br />LAP TOP PLATE A MIN. OF 48" <br />LAP TO OCCUR OVER STUD <br />OF WALL W/ PLAN <br />AND NAIL W/ 16d COMMON <br />VERIFY HEIGHT <br />NAILS, 2-ROWS, 4" O/C BTM, <br />Zx4 OR 2x6 WOOD BEARING <br />WALL W! BY P No 2 STUO.S SEE <br />PLANS FOR SPACING. SINGLE <br />PROVIDE BLOCKING <br />LAP TO OCCUR OVER STUD <br />2x4 OR 2x6 WOOD BEARING <br />OF WALL W! PLAN <br />PROVIDE BLOCKING <br />BTM. PLATE TO BE PT. <br />WALL W/ SYP No 2 STUDS SEE <br />PROVIDE DBL. TOP PLATE <br />SECURE ST. PLATE TO <br />PLANS FOR SPACING. SINGLE <br />SECURE BT. PLATE TO <br />SLAB W/1 Dd MASONRY <br />BTM. PLATE TO BE PT, <br />PROVIDE DBL. TOP PLATE <br />SLAB W/1Dd MASONRY NAIL <br />NAIL 16" O/C STAGGERED. <br />16" 0/C STAGGERED. <br />ADDITIONAL METAL <br />ADDITIONAL METAL <br />CONNECTORS NOT <br />CONNECTORS NOT <br />REQUIRED WHEN NO <br />UPLIFT IS PRESENT. <br />REQUIRED WHEN NO <br />POURED LINTEL CONT. (TYP.) <br />UPLIFT IS PRESENT. <br />�' 8" CMU FILLED CELL (TYR) <br />SLAB SCHEDULE <br />2X WALL FRAMING <br />+- <br />[SEE <br />SEE SLAB SCHEDULE <br />1/2" DIA SIMPSON STB2 BOLTS 5" <br />TOP OF SLAB <br />MINIMUM EMBEDMENT INTO <br />`� < <br />TOP OF SLAB <br />.4. <br />GRUTED CELL, 4" FROM ENDS AND <br />16,10 O.C. VERTICALLY MAX <br />• a . <br />SEE SCHEDULE <br />EQ., EQ, SEE SCHEDULE--— <br />ZE <br />FOR BARWADQBARQUANTITY <br />AND BAR QUANTITY <br />FOR WkD, BAR SIZE <br />� � <br />AND BAR'QUANTITY <br />INTERIOR FRAME BRIG WALL TO <br />INTERIOR CURB <br />FOUNDATION WOOD WALL <br />R FOUNDATION <br />:34"="°" <br />(::D9!N][��SCALE <br />WOOD WALL <br />(NO UPLIFT) <br />SCALE 34"=1'-0" <br />1441 N. RONALD REAGAN BL <br />LONGWOOD,FL32750 <br />PH: 407.774-6078 <br />FAX 407-7744078 <br />www.abdealgngroup.com <br />AA A OOD3325 <br />p� <br />G <br />lu <br />J <br />2L <br />W <br />�E <br />5 <br />aunDiv. & LOOT <br />ABBOTT PARK <br />LOT #30 <br />BLK #7 <br />PROJECT* <br />04181.000-30071 <br />MODEL- <br />E401 <br />"2828— ENSLEY' <br />GARAGE OWING: <br />1 LEFT <br />PAGE: <br />DETAILS <br />160 MPH . C <br />