Laserfiche WebLink
2X4 TOP PLATE <br />V!' CLCr. <br />1/2' DRYWALL <br />SECURE BT. — <br />PLATE TO GLAD <br />I ( Wd MASONRY <br />NAIL • 32' Or - <br />MAX <br />PRE-FAB TRUSS <br />2X4 WOOD <br />STUDS 024' <br />Oc. <br />SLAB <br />STUDS IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, WHERE <br />SPACED NOT MORE <br />THAN 16' OZ. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O C. <br />FIN. FLR T � ' S <br />(a)TYP. INT. WALL NON—BRG. <br />D1 SCALE: 3/4'.I'-0' <br />FIBERGLASS, SHINGLES <br />OVER -30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905L <br />ON J' 0AJ5. SHEATHING <br />OR ;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <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'-O' <br />TYP. <br />oN. <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (1)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'•i'-V' <br />-'. 4 or- S/S' GYPSUM BO <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />—SEE ENERIrAY CODE FORTS <br />INSULATION R-VALES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION ------- <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24. O.C. <br />8' cm <br />1/2' GYP. ILL. BD--------- <br />WOOD GAGE <br />a. <br />a. <br />e 4 <br />n W/ WINDOW OPENING <br />N <br />FIBERGLASS SHINGLES <br />OVER F30 FELT PAPER <br />OR GYNT1 ETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.0 <br />ON J' O.S.B. SHEATHING <br />OR P COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />V2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />4 1—STORY HIP BLOCK WALL (-2)OLPAYE':" — -17 '-NT SYSTEM <br />D1 SCALE, 3/4'"i'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (U LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4965 TYPE IV, OR ASTM D <br />6151 <br />Is Lm <br />PVc wage nOR eAs LM <br />av <br />•srP.oL m. <br />2B GAS LINE THRU BIDCK <br />. w.— <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC Pl%ODUCT, <br />INSTALLED PER SECTION <br />R908UU ON l' O.Ss. <br />SWEAT14NO OR I' CDX <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 />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a, CMU <br />V2' T WM 2 GOAT - <br />POR6AMO CEMEW <br />PLASTER APPLED <br />Oq mmy TO <br />MAOMW <br />- _ - GALV. STM <br />qEO, VERICAL TRACK <br />By MAP. <br />FASTlim TO <br />TRACK MRApQTS <br />W PRODUCT <br />APPROVAL 111M <br />COMM DEAD <br />P CMU S!Q <br />STNICAVAL FOR <br />e+r <br />2x6 P.T. 9D <br />ATTACUM TO NLL <br />CELL AS AIN <br />APPROVAL RCM <br />wLANr . <br />eacxefe ROD <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-V' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />NSTALLED PER SECTION <br />RwS.1.1 ON j' O.S.B. <br />STIFBACK AT ALL UPRIGHTSfSTRILIC-TUfRAL <br />SHEATHING OR k COX <br />PER STRUCTURAL DETAILSPLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS <br />MTL. DRIP EDGE <br />PER ELEVATION2x FASCIA PER <br />ELEVATIONS, <br />GONT. 2x RAT RUN SECURED PER <br />9TRUGTURAL DETAILSTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES-ENG. GABLE TI0198 <br />PER ELEVATIONP SCREED <br />\ HIGIN STRENGTHCLG. BOARDP.T. SECURED PER <br />DETAILS <br />COAT <br />WIND W ATTAION DIRECTLY TO LIE MASONRY <br />WINDOW ATTACHMENT AS PER PLASTER APPLIED <br />MANUFACTURES SPECIFICATIONS <br />STRUCTURAL <br />1x2 P.T. FURRING <br />STRIPS • 24' Or- <br />1/2' GYP. WL. BD. ' CMU <br />WOOD BASE <br />— 0'-0' FIN. FLR <br />a <br />G <br />n W/ WINDOW OPENING n TYP. WAIL SECTION <br />tL D NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-O' <br />1A41 N. RONALD REAGAN BLVD, <br />LONGWOOD, FL32750 <br />PH: 407-7748078 <br />FAX 407-7744078 <br />www.abdesigngroup corn <br />AA IF. 0003325 <br />r <br />IN <br />a <br />s <br />u <br />MaK <br />o <br />BLTSDIV. Ae LOT: <br />SILVERAD0 <br />LOT 25 <br />BLK 18 <br />I]PRoir.=# <br />04128.002 25181 <br />MODEL' <br />4EBB <br />"1828—CAU" <br />GARAGE 8WING: <br />LEFT <br />PAGE: <br />DETAILS <br />%150 MPH EXP. B <br />06 04 I <br />20 <br />DATE: / /BCALE: 1/4"=l'-0" <br />S*== <br />D1 <br />