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2X4 TOP PLATE <br />F <br />PLAN <br />PRE -FAD TRUSS <br />1/2, CLG. BOARD <br />1/2' DRYWALL — T�lr <br />2X4 WOOD <br />STUDS 024' <br />O Z. <br />SLAB <br />I FIN. FLR. <br />NV It; JIUUO 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 I6' O.C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />ri-'�TYP. INT. WALL (NON—BRG.) <br />Di SCALE, 3/4*-1'-0' <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSO5.1.1 <br />ON a' O.SB. SHEATHING <br />OR I' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER --J A _0P. <br />ELEVATIONS TY <br />VENTED SOFFIT <br />5/a, GYPSUM BOA <br />OR 1/2' V-IIG14 <br />STRENGTH CLG. <br />BOARD <br />TI <br />FSEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />N WINDOW ATTACHMENT <br />AS PER MANUFACTURESSP <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS + 24' O.C. <br />8' CMU <br />1/2' THICK, 2 COAT PORTLAND-1-- <br />CEMENT PLASTER APPLIED 1/2' GYP. WL. BD: <br />DIRECTLY TO MASONRY WOOD BASE — <br />0'-0' FIN. FLR� <br />a <br />ea <br />n W/ WINDOW OPENING <br />� <br />FIBERGLASS SHINGLES <br />OVER SO FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RSO5.1.1 <br />ON I}' OSB. SHEATHING <br />OR 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 />V2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />4, 0'�0' FIN. FLR <br />a <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION WE,1.1 - FOR ROOF <br />SLOPES 2:I TO LESS THAN .11 A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNE ERLAYMENT SYSTEM <br />D1 SCALE, 3/4'.r-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 486S TYPE IV, OR ASTM D <br />6151 <br />AND GM <br />aM roR aAs Lis <br />_ ao. <br />■ <br />2 GAS LINE THRU BLOCK <br />scALa, m•.r.o <br />FIBERGLASS SHINGLES <br />OVER -30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON I}' O.SB. <br />SHEATHING OR I' CDX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />I-1. <br />TYP, <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 />COINS aEm <br />IR' THICK 2 COAT a' cm SEE <br />PORITSIR ftW-D SITUCTRAL FOR <br />PI.ASiTL AT1.1ED IRN'ORCIFIMT <br />MASONRY TO <br />I-WppIRY 2" P.T. YO <br />ATROVAL RZa <br />SEALANT 1 <br />RACIER ROD <br />PRODUCT ="S <br />- <br />TEELOVLILIEm DOOR <br />A MMOVAL REa BY HALA VERTICAL TRACK I' MN IST OTHERS <br />FASTENED TO Fo0cE <br />TRACK <br />TRACK DRACKETS <br />PR <br />ODUCT <br />UCT <br />AMM <br />AF9•IMVAL Rlo. <br />(a:)GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'-1'-0' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRIGH' <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2. RAT RUN SECURED PERJ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O,C. <br />1/2' THICK, 2 COAT—J— 1/2' GYP. WL. BD.— <br />PORTLAND CEMENT <br />PLASTER APPLIED WOOD BASE <br />PLASTER TO MASONRY <br />0'-0' FIN. FLR <br />e' CMU m <br />a <br />n W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R805.1.1 ON 4' O.S.S. <br />SHEATHING OR i' CDX <br />PLYWOOD SECURED PER <br />I_0' FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />o.N. <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 />a <br />B TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-0' <br />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />CMU <br />i <br />1441 N. RONALD REAOAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774.6078 <br />FAX: 407-7744078 <br />www.a bdasigngroup, can <br />AA 8: 0003325 <br />SEE <br />h <br />m <br />y. <br />a <br />D <br />e0. <br />G <br />s <br />F <br />SLTHDIV. de L.OT: <br />SILVERADO <br />LOT 5 <br />BLK 11 <br />PROJECT* <br />04128.001-05111 <br />1[ODEL- <br />4EAB <br />"1672- ARIA" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />A. <br />aATE: / / <br />PRINT 0816 18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />