Laserfiche WebLink
2X4 TOP PLATE <br />PRE -FAD TIR1188 <br />calOe stow <br />V/• TNI 2 ear <br />a' av Na <br />1/2. CLG. DOARD <br />M <br />F10MM CaMMT <br />FLAa7a1! MFLIW <br />aTR16 ' FOR <br />DglGTLT TOLa <br />HASCWr <br />P.T. YG <br />AT►ACIatD TO A.L <br />NOTE. STUDS IN <br />5' DIA. SLEEVE, <br />C&L AS FM <br />roommm <br />PARTITIONS SUPPORTING <br />DO NOT CUT <br />AFFRDVAL RM <br />In' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />ewucro""' <br />aaALARr <br />FIXTURES AND WALL <br />PIPE <br />WAro= STW <br />CABINETS SHALL BE NOT <br />BOND BEAM <br />O NOT CUT <br />�rF«.v.FR....u.�,,, <br />'011-D110 ALL <br />LESS THAN 2x4, WHERE <br />SOLID GROUT <br />THE BOND <br />SECURE eT. <br />2x4 WOOD <br />SPACED NOT MORE <br />W/ !I)- 5 <br />BEAM <br />��� <br />FAars�m <br />PLATE TO SLAB <br />STUDS 024• <br />THAN 16' O.C. OR, NOT <br />(2) COURSE <br />_ <br />REBARS <br />"?0D DAN <br />111=0 JAM PM 6,4.y eTaa <br />ovipwuo <br />w/ Imd MASONRY <br />O� <br />LESS THAN 2x6, WHERE <br />APPIWVAL R� my rwr TRAac <br />sYoTreRe°O°1` <br />NAIL . sY oc. <br />SPACED NOT MORE <br />`.; ' <br />FAMOMW TO <br />MAX <br />THAN 24' O.G. <br />TPA=DRACKM Roar <br />FRO <br />Aw rroVAL va.110a <br />FIN. FLR <br />2a PIPE <br />THROUGH BOND BEAM <br />2B GAS LINE THRU BLACK <br />a GARAGE DOOR <br />JAMBS <br />Di SCALE: IIR'.i'-0' <br />21 SCALE:3/4'.I'-(d' <br />1 .,....i1"''"• <br />(2)TYP. <br />INT. WALL ( NON— BRG. ) <br />21 <br />SCALE: 3/4'.1'-iV <br />FIBERGLASS SHINGLES <br />OVER F30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION Rw5lI <br />ON J, Ohm. SHEATHING <br />OR;' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND—J-- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR� <br />I'-0' <br />TYP. <br />OH. <br />FIBERGLASS SHINGLES <br />OVER F30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R90&JJ <br />ON 1}' O.S.S. SHEATHING <br />OR } CDX PLYWOOD <br />&/S' GYPSUM BOARD <br />SECURED PER <br />OR I' HIGH <br />FASTENER S CHEDULE <br />STRENGTH CLG. <br />BOARD <br />STRUCTURAL <br />SEE ENERGY CODE FORTS FOR <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4.1 INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O:C. <br />1/2' THICK 2 COAT PORTLAND <br />&• cm CEMENT PLASTER APPLIED <br />I/2' GYP, WL. BD. DIRECTLY TO MASONRY <br />WOOD DARE —I \ <br />0'-0' FIN. FLR <br />d . <br />e4 <br />a. <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />ke NO OPENING NOTE• <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL SLOP2: <br />ERIUNDERLAYMENT SYSTEM <br />1 SCALE, s/4'.r-V' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />FIBERGLASS SHINGLES <br />OVER A30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R00811 ON J' O.S.B. <br />SHEATHING OR I' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />2X4 SPF 24' OG. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWSJJ ON J' 0.6.15. <br />BTIFFBACK AT ALL UPRIGHTS SHEATHING OR J' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I'-m• p_m, FASTENER SCHEDULE <br />TYP. ~PRE-�' VD. TRJSB TYP' M. DRIP EDGE <br />OH. O.H. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATION& <br />CONT. 2x RAT RN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE-ENG. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />S/S' GYPSUM BOARD OR In' 2x P.T. SECURED PER <br />WrA4 STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION IR' THICK, 2 GOAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />REFERENCE <br />STRUCTURAL <br />P.T. FURRING <br />STRIPS • 24. O.C. <br />VY THICK, 2 COAT— in, GYP. ILL. BD. <br />PORTLAND CEMENT WOOD BASE • cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR 0'-0' FIN. FLR <br />a i ° <br />&' cm <br />a <br />.a <br />9' <br />W/ WINDOW OPENING TYP. WALL SECTION B <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D1 SCALE, 3/4'•I'-C' <br />1441 N. RONALD KAGAN BLVD <br />LONGWOOD,FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup.rom <br />AA#:0003325 <br />t <br />1 <br />P <br />$ <br />Ll <br />1: <br />1 -1 <br />-1 <br />�e <br />ausDiv. So LOT: <br />SILVERADO <br />LOT #27 <br />BLK #18 <br />PROJMCTO <br />04128.002— 7181 <br />MODffiIt <br />4EBB <br />"1828—CALI" <br />GARAGE sauNG: <br />RIGHT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />L*j <br />aw06/09/20 <br />NICALE: 1/4"=1'-0" <br />B*Ec= <br />D1 <br />