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6820 Wagon Trail St
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6820 Wagon Trail St
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Last modified
3/21/2025 6:41:11 AM
Creation date
2/24/2025 9:48:43 AM
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Building Plans
Street #
6820
Location
Wagon Trail St
Contractor
D R Horton
Building Plans - Permit #
20703
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2X4 TOP PLATE <br />MIR FLR <br />PL <br />PRE-FAB TRUSS <br />1//' GLG BOARD <br />V2' DRYWALL T• r <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />V _v <br />FIN. FLR <br />.Nwj o: a i uva uv <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 />TYP. INT. WALL NON—BRG. <br />D 1 SCALE, 3/4' • 1'-0' <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R905JJ <br />CN I}' OAJ& SHEATHING <br />OR ;'CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS TTOY�P4 <br />MTL. DRIP EDGE <br />2x FASCIA PERELEVATIONS <br />VENTED SOFFIT <br />IFS' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR <br />.5/8' GYPSUM Ek <br />OR 1/2' HIGH <br />STRENGTH CLG. <br />BOARD <br />W DIA SLEEVE, <br />DO NOr CUT <br />PE <br />BOND BEAM NOT CUT <br />SOLID GROAT THE BOND <br />SV (U- b BEAM <br />(2) COURSE - REBARS <br />2A PIPE THROUGH BOND REAM <br />SCALE, 3/4'4-0' — <br />FIBERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER i SECTION R905.1.1 <br />ON li' O.SB. SHEATHING <br />OR CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />-tyyyyXyyyyl,&, PERELIEVATIGN <br />STRUCTURAL <br />SEE ENERGY CODE FORMS Ft7 <br />PRE-ENG TRUSS <br />INSULATION R-VALUES <br />PREFERENCE STRUCTURAL <br />MTL. DRIP EDGE <br />PER ELEVATION <br />2x FASCIA PER <br />ELEVATIONS <br />R-4J INSULATION <br />VENTED SOFFIT <br />WINDOW ATTACFMENT <br />AS PER MANUFACTURES <br />r—SPECIFICATIONS - <br />i r <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' OG <br />H El I/1' THICK, 2 GOAT PORTLAND <br />g• C.pU CEMENT PLASTER APPLIED <br />I/1' GYP. WL. ED. � .. DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />a. <br />4 <br />m. <br />4: <br />n W/ WINDOW OPENING <br />B TYP. WALL SECTION <br />NO OPENING NOTE; <br />PER SECTION 906.1.1 - FOR ROOF <br />SLOPES 212 TO LESS THAN 412, A <br />(-)1—STORY HIP BLOCK WALL (2) LAYER UNDERLAYMENT SYSTEM <br />D1 SCALE: 3/4'.P-O' IS REOUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4869 TYPE Iv, OR ASTM D <br />675'1 <br />a- <br />' ICRbULW <br />. ata <br />I <br />2B GAS LINE THRU BLACK <br />..••• ". vr.r.r <br />FIBERGLASS SHINGLES <br />OVER �30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R90511 ON lk OU?,B. <br />SHEATHING OR k 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-L— <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN FLR <br />a' cm <br />1.-0. <br />TYR <br />OH. <br />- <br />III <br />:�i!4�000uT,40�00Q��4�� <br />MOM JAMB FER <br />pRppULT GALV. RTSLL OJBiEAD CXXM <br />APPROVAL Ra. vgmm L ��� B7 O%e t <br />PA TINE SLON <br />TRAM O TO Room <br />IV p4mo BRAaQtR <br />A PRO ue <br />APPROVAL <br />APPRD.•AL IE4 <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'=1'-0' <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 />R905JJ ON J' O.SB. <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR;' CDX <br />PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />I.-®• FASTENER SCHEDULE <br />�-PRE-ENG U0. TRUSS TYP. <br />MTL. DRIP EDGE <br />PER ELEVATION O.H. 2x FASCIA PER <br />Ir ELEVATIONS <br />CONT. 2x RAT RUN SECURED PER <br />STRUCTURAL DETAILS VENTED SOFFIT <br />SEE ENERGY CODE FORMS FOR PRE -ENG. LADLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />SW GYPSUM BOARD OR 1/2' 2x P.T. SECURED PER <br />HIGH STRENGTH C-G. BOARD STRUCTURAL DETAILS <br />R-4J INSULATION 1/2' THICK, 2 COAT <br />WINDOW ATTACFMENT AS PER PORTLAND CEMENT <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. BD. • cm <br />�— IUDOD BASE <br />n W/ WINDOW OPENING <br />h <br />0-0' FIN FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />6 1—STORY GABLE BLOCK WALL <br />1 SCALE: <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />w .andmigngroup.wm <br />AA 0: 0003325 <br />g <br />w <br />a <br />c <br />E° <br />a <br />SxhoDiv. Ae LOT,. <br />SILVERADO <br />LOT #8 <br />BLK• #11 <br />PmoJ=Tp <br />04128.002-08111 <br />MODSIt <br />4EHB <br />"2605— HAYDEN" <br />GARAOE SWING: <br />RIGHT <br />PACE: <br />DETAILS <br />150 MPH EXP. B <br />ARCHnECT: <br />r <br />ROLA D A CRA <br />AR NO 93 23 <br />Dw10/23/18 <br />15Cw7.E:1/4"=l'-0" <br />slim 'P <br />D1 <br />
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