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2X4 TOP PLATE — <br />PRE-FAB TRUSS <br />14' TWKr, z COAT <br />GONER DEAD <br />a• CHU 60 <br />1/2, CLG. BOAR <br />I•LASFV. -- C — <br />TSIi AFTL.IED <br />STRIGTIRAL FOR <br />maiNFORCEMENT <br />DIRECTLY TO <br />MASONRY <br />P.T. IUDATT <br />gTTAC1ED t0 FRL <br />NOTE: STUDS IN <br />cdL'bFee <br />PARTITIONS SUPPORTING <br />APPPWVAL RS <br />0' DRYWALL <br />WALL HUNG PLUMBING <br />MAL <br />."Alw' <br />FIXTURES AND WALL6LEL <br />e"wF <br />CABINETS SHALL BE NOT <br />Do Ii, OT CUT <br />MULD". ALL <br />LESS THAN 2x4, WHERE°R <br />° a" fO11� a <br />r.4Lv. STD <br />AROUND MY <br />DOOR <br />2x4 WOOD <br />SPACED NOT MORE <br />9otD BEAM PE ,, clJt <br />N•am,Leo. <br />PASPAS OD Two <br />STUDS a24' <br />THAN I6' O.C. OR, NOT <br />SOLID CROOT Tire BOND <br />"'OD a"°E <br />�JA le rot �_� v atEEL <br />O.C. <br />LESS THAN 2x6, WHERE <br />- <br />AFTRDVARIMARS-RM TRACK rPm <br />OVMKAD Dose <br />eYOTweRS <br />SPACED NOT MORE <br />/tcal�ReE -- <br />FAeTem TO 81 <br />ROOM <br />THAN 24' O.C. <br />TRac AERAaQTskw PRODUCT <br />-coNc.SLAB <br />ALAPFRDv O. <br />0'-0' <br />FIN. FLR <br />1 TYP. INT. WALL NON-BRG. <br />Di SCALE: 3/4*.1'-0' <br />FIBERGLASS SHINGLES <br />OVER •30 FELT PARR <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05.1.1 <br />ON i' OSB. SHEAT14I143 <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE -ENG TRUSS <br />MTL. DRIP EDGE <br />2. FASCIA PER TYF-I _0 <br />ELEVATIONS' <br />O.H. <br />VENTED SOFFIT <br />In' TWICIG, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />5/8, GYPSUM BO <br />OR IR' HIGH <br />ELEVA <br />STRENGTH GLG. <br />BOARD <br />TI <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.G. <br />8' CMU <br />I/2' GYP. WL BD. — <br />WOOD BASE <br />a m e <br />2A PIP <br />E PE THROUGH BOND BEAM <br />FIBERGLASS 844INGLE5 <br />OVER 430 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON 0.58. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />I <br />MTL DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />A W/ WINDOW OPENING B TYP. WALL SECTION <br />NO OPENING NOTE; <br />PER SECTION 905A - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4.12, A <br />5 1-STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />1 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 />ASTM D 486S TYPE IV, OR ASTM D <br />615-1 <br />2B GAS LINE THRU BLACK <br />D acALe v -w <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rw5.IJ ON a' O$B. <br />514EATWING 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 />(!)GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•1'-O' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS —\ <br />FIBERGLASS SHINGLES <br />OVER a30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON 4, O.S.B. <br />STIFFBACK AT ALL UPRIGHT5 SHEATHING OR }' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. PRE-ENG WD. TRUSS TT"P. MTL. DRIP EDGE <br />O.N. O.H. <br />PER ELEVATION 2x FASCIA PER <br />ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORTS FOR F'RE_ENG, GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION VEEP SCREED <br />5/8' GYPSUM BOARD OR I/2' 2x P.T. SECURED PER <br />Hr-A4 STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />In' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS a 24' O.C. <br />I/2' THICK, 2 COAT 1/2' GYP. ILL. BD. <br />PORTLAND CEMENT WOOD BASE 'Cm <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLP-0 0'-0' FIN. FLR <br />8' cm L f <br />• <br />�W/ WINDOW OPENINGWINDOW OPENING n TYP. WALL SECTION <br />NO OPENING <br />6 1-STORY GABLE BLOCK WALL <br />D 1 SCALE: 3/4'.I'-0' <br />144i N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX 407-7744078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />w <br />R <br />Y <br />y. <br />0 <br />v <br />as <br />O <br />14 <br />SUBDIV. & LOT: <br />SILVERADO <br />LOT 3 <br />BLK 11 <br />PROJECT# <br />04128.001-03111 <br />MODEL• <br />4EHB <br />"2605-HAYDEN" <br />GARAGE SWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />DATE. OS/16/18 <br />SCALE: 1/4"=1'-0" <br />SFIEET <br />D1 <br />