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6889 Wagon Trail St
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6889 Wagon Trail St
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Last modified
3/21/2025 9:37:55 AM
Creation date
2/24/2025 9:46:44 AM
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Building Plans
Street #
6889
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20699
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2X4 TOP PLATE <br />PER: PLILA. <br />PRE-FA6 TRUSS <br />IR'1L SOARD <br />V!' DRYWALL T-Ir <br />2X4 WOOD <br />STUDS 024' <br />O.C. <br />GLAD <br />T : STUDS IN <br />PAR7ITIONB SUPPORTING <br />WALL HUNG PLUMBING <br />INURES 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)^.. <br />FIN. FLR Y 4 ' <br />TYP. INT. WALL NON—BRG. <br />D l SCALE. 3/4'.I'-0' <br />FIDERGLAS6 SHINGLES <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R505.1.1 <br />ON J' OAD. SNEAT4IING <br />Oft J'Cox PLYWOOD <br />SECURED PER <br />FASTENER 604EDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />14' THICK, 2 COAT PORTLAND---v" <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR.L <br />1'-O' <br />TYP. <br />0A <br />,S/&' GYPBUJN EM <br />OR 62' WISH <br />6TRENGTH CLG. <br />BOARD <br />ENERGY CODE FORM <br />ATION R-VALUES <br />PENCE STRUCTURAL <br />ELEVATION <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bd P.T. FlJIiRANG <br />STRIPS 24. O.C. <br />V cm <br />In, GYP. WL. BD. <br />WOOD BASE <br />1 e <br />4: <br />n W/ WINDOW OPENING <br />ti <br />0' PIA. SLEEVE. <br />DO NOT CLiT <br />R <br />MOND BEAM NOT CUT <br />SOLID 40= TI'a now <br />WV (I)- ob BEAM <br />(2) C011!!E - NERAM <br />2A PIPE THROUGH BOND BEAM <br />WALK, s/ '.T-IW <br />- FIBERGLA66 SHWALE6 <br />OVER 030 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWb.0 <br />ON 'OAA. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-IE G TRU66 <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />In' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0-0' FM. FLR <br />TYP. WALL SECTION <br />NO OPENING MOTE: <br />PER SECTION 505.1.1 - FOR ROOF <br />SLOPES 2:12 TO LESS THAN 4:12, A <br />5 1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />SCALE. 3/4'-1'-a 18 REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT 18 PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 486-3 TYPE IV, OR ASTM D <br />6'15T <br />Evt"GAS LN[ <br />m <br />: <br />2B GAS LINE THRU BLOCK <br />yr .r <br />FIBERGLASS SHINGLES <br />OVER SO FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RBOb.LI ON a' OAJL <br />BHEATINING OR P COX <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 />6' crBA <br />1'-0' <br />TYR <br />V!' niC.K 2 COAt - <br />ROWLA D C87Nf <br />PLASM AFFLW <br />DNamy TO <br />M45ONW <br />R!m <br />IN& <br />2.6 P.T. YD <br />CNJ. AS MR <br />APPPWVAL PISQ <br />W-ALANI / <br />EAOOR NOD <br />s GARAGE DOOR JAMBS <br />Dl SCALE: 11/2'•I'-0' <br />2x 6LOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS <br />FISERGSLAS8 6HINGLEB <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWb.0 ON J' OAS. <br />871FFDACAC AT ALL UPRIGHTS BHEATNING OR k CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG WD. TRU66 TYP. <br />T1TL. DRIP EDGE <br />O.H. <br />PER ELEVATION 2x FASCIA PER <br />IF ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />WE ENERGY CODE FORMS FOR PIW-ENG. Gu48LE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />\ b/8' GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH CLG. BOARD STRUCTURAL, DETAILS <br />R-4.1 D48LLATION le, El IR' THICK, 2 COAT <br />OW WINDATTACHMENT AS PER PORTLAND CEMENT <br />MANUFACTURES, SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />STRUCTURAL <br />bt2 P.T. FURRING R <br />STRIPS • 24' O.C. <br />L12' GYP. WL. BD. , GMU <br />WOOD DARE <br />_ 0'-0' FIN FLR <br />a. <br />a . <br />' 4 <br />� W/ WINDOW OPENINGTYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />VSCALE, 3/4'0-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32780 <br />PH: 407-7748078 <br />FAX: 407-774-4078 <br />wwwsbdwWngmup.¢om <br />AA S: 0003328 <br />Ik a <br />mmumo <br />avaDiv. ae LOP <br />SILVERADO <br />LOT #12 <br />BLK. #12 <br />PROJECT# <br />04128.002-12121 <br />MODEL, <br />4EHB <br />"2605— HAYDEN" <br />GARAGE SIVIENCk <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH EXP. B <br />
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