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2X4 TOP PLATE <br />PLAN T <br />F'RE-FAB TRUSS <br />1/2' cLG BOARD <br />1/2' DRYWALL <br />2X4 WOOD <br />STUDS •24' <br />Olc. <br />SLAB <br />FIN. FLR <br />NV IC: DI ULA2 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' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />(��)TYP. INT. WALL (NON— BRG. ) <br />Di SCALE: 3/4'.I'-V' <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON a' OSB. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS:� <br />MTL. DRIP EDGE <br />2x FASCIA PER —/ A <br />TY-0'. <br />ELEVATIONS. P <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. RR <br />5/8' GYPSUM B< <br />OR 1/2, NIGH <br />STRENGTH CLG, <br />BOARD <br />ENERGY CODE FORMS <br />ATION R-VALUES <br />RENCE STRUCTURAL <br />ELEVATION <br />`—WIND 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' C2MU <br />1/2, GYP. ILL. BD. <br />WOOD BASE <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON I' OSB. SHEATHING <br />OR J}• CDX 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 />1/2' THIM 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />01-0' FIN. FLR <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION 905,1.1 - FOR ROOF <br />I 4 <br />5 1—STORY HIP BLOCK WALL (_2)-E ER UNDERLAYME_ SYSTEM <br />D1 SCALE' 3/4*-1'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (I) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />A5TM D 4869 TYPE Iv, OR ASTM D <br />6151 <br />� FOR su us <br />t-21GAS LINE THRU BLOCK <br />D1 aca.a vr.r.e• <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS05.LI ON a' OSB. <br />SHEATHING OR }' 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 />1,12' THICK, 2 COAT— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FIN. RR <br />8' CMU <br />m <br />VI' TNIM 2 COAT - <br />rORTLArD CO"BR <br />PLASTER APPLIED <br />DIIKGTLY TO <br />MASOMY <br />Rem veRrKw,I. TRIIGIG <br />DY vimp. <br />PASTom. TO <br />TRACK DRACIGEM <br />av rROOUCT <br />APPROVAL REM <br />COR14M DEAD <br />vcmwg <br />6TIIICIIRAL FOR <br />ISESPORO@81t <br />2x P.T. nC <br />ATTAOFD TO FILL <br />CELL AS PER <br />APPROVAL REO. <br />SEAI.ANt " <br />DACKWIt D <br />LLEATWM STRIP <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=I'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW511 ON J' OSB. <br />STIFT$ACK AT ALL UPRIGHTS SHEATHING OR J' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />0. FASTENER SCHEDULE <br />PRE-EW' WD. TRUSS TYP. MTL. DRIP EDGE <br />o.H. 2 <br />FER ELEVATION x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR pIQE_ENG, GABLE TRUSS <br />INSULATION R-VALUE9 <br />PER ELEVATION WEEP SCREED <br />5/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONSPLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS R 24. O.C. <br />1/2, GYP. ILL. BD. • CMU <br />WOOD BASE <br />� 1 <br />n <br />W/ WINDOW OPENING <br />0'-0' FIN. FLR <br />n TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.1' _C' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAK 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />i- <br />ro <br />m <br />In <br />0 <br />a <br />y <br />To <br />0 <br />F <br />Sxmmv. & LOT <br />SILVERADO <br />LOT #1 <br />BLK #12 <br />PROJECT# <br />04128.001-01121 <br />MODEL <br />4ENB <br />"1751—NEUVILLE" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH EXP. 11 <br />H j <br />ROLAI�D A <br />AR NO 93723 <br />PRINT 08/15/18 <br />DATE: <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />