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6788 Wagon Trail St
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6788 Wagon Trail St
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Last modified
3/21/2025 1:43:06 AM
Creation date
2/24/2025 9:47:38 AM
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Building Plans
Street #
6788
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20446
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2X4 TOP PLATE <br />1/2' DRYWALL <br />FIN, PLR. <br />PIE-FAIS TRU88 <br />2X4 WOOD <br />STUDS •24' <br />oz. <br />SLAS <br />NOTE: 5TUD5 IN <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CA51NETS SHALL 5E 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 />1 _TYP. INT. WALL (NON—BRG.) <br />D1 SCALE, 3/4'.1'-& <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON J' OS$. SHEATHING <br />OR }' CDX PLYWOOD <br />SECURED PER 00 <br />FASTENER SCHEDULE 4 <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I <br />TYP. <br />ELEVATIONS O.H. <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND-y- <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR,; <br />Ly9/S' GYPSUM BOARD <br />OR I/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2, GYP. WL, BD. - <br />WOOD BASE — <br />E' DIA SLEEVE, <br />DO NOT CUT <br />PROAR <br />rE <br />BOND REAM NOT CUT <br />WLID GROUT THE BOND <br />W/ (V- ,C _ BEAM <br />l2) Co~ RNSARE <br />2A PIPE THROUGH BOND BEAM <br />ECALA, 3/4'.I'-0' <br />FIBER 1-ASS SHINGLES <br />OVER I30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905.1.1 <br />ON I}' OS25. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />1/2' THICK 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />V'-0' FIN. FLR <br />m <br />W/ WINDOW OPENING BB TT SECTION <br />NO OPENING NOTE• <br />PER SECTION W5.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 402, A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />\JDV SCALE, 3/4'.I'-W IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST 5E PER ASTM D226 TYPE II, <br />ASTM D 406S TYPE IV, OR ASTM D <br />6151 <br />14" AID WL <br />r &" ww <br />29GAS LINE THRU BLOCK <br />�eAu. vr.rx <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905UU ON J' OS$. <br />SHEATHING OR J' 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 />0-0' FIN. FLR <br />W TH ICK 2 COAT - <br />rORTLAI D Cealt <br />PLATER AFM ED <br />DIKCR7 TO <br />MASOIRT <br />,rm <br />REa <br />REn <br />GORIER BEAD <br />v cm !EE <br />OTR1CTIRAL ►OR <br />R3N'ORCB'@TT <br />2" I.S. uD <br />ATTACH® TO RLL <br />CELL A FER <br />APPROVAL REO. <br />EASEL ERTIbD <br />s GARAGE DOOR JAMBS <br />Di SCALE: 112'•I'-0' <br />2x 15LOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FIBERGLASS SHINGLES <br />OVER v30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R905.1.1 ON J' OSb. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR I' COX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />O, FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />O.H. 2x FASCIA PER <br />J,PER ELEVATION Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES PRE-ENG. GABLE TRUSS <br />PER ELEVATION WEEP SCREED <br />5/9' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />R-42 INSULATION P THICK, 2 CEMENT <br />WINDOW ATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />RENCE <br />STRUCTURAL <br />ix2 P.T. FURRING <br />STRIPS E 24' O.C. <br />1/2, GYP. ILL. BD. CMU <br />i— WOOD SASE <br />0'-0• FIN. FLR <br />v <br />a <br />W/ WINDOW OPENING S TYP. WALL SECTION <br />NO OPENING <br />6 _1—STORY GABLE BLOCK WALL <br />1 SCALE, 3/4'-1'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONG WOOD, FL 32780 <br />PH: 407-774,8078 <br />FAX: 407-7744078 <br />www.abdosigngroup.com <br />AA 8: 0003325 <br />L4 <br />a <br />d <br />jr, <br />DATE:. 08/20/18 <br />SCALE: 1/4"=1'-0" <br />SHEET <br />D1 <br />
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