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7017 Silverado Ranch Blvd
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7017 Silverado Ranch Blvd
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Last modified
3/21/2025 12:12:04 PM
Creation date
2/19/2025 11:59:22 AM
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Building Plans
Street #
7017
Location
Silverado Ranch Blvd
Contractor
DR Horton
Building Plans - Permit #
21575
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2X4 TOP PLATE <br />RF <br />PRE -PAD TRUSS <br />I/1' GLG. BOARD <br />1/2' ORYUALL T`)Y <br />2X4 WOOD <br />STUDS •24' <br />OZc <br />&LAS <br />FIN. FLR <br />rjw I r.. .7I uw;2 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 16' O C. OR, NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.C. <br />TYP. INT. WALL NON—BRG. <br />D1 SCALE, 5/4'.1'-O' <br />FIBERGLASS SHINGLES <br />OVER OW FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW5.0 <br />ON J. Cos. SHEATHING <br />OR;'COX PLYWOOD <br />8ECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I -m <br />ELEVATIONS TYP. <br />O.N. <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />®'-w FIN. FLR L <br />9/8' GYPSUM Ex <br />OR 1/2' HKsH <br />STRENGTH CLG. <br />BOARD <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />2A PIPE THROUGH BOND BEAM <br />D1 SCALE: 3/4'■I'-V' <br />SEE ENERGY CODE POP" <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 />i r <br />REFERENCE <br />STRUCTURAL <br />br2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />B' CMU <br />1/1' GYP. WL. W.- <br />WOOD BASE LL— <br />• a. <br />ti.. <br />. 'a. 4 <br />n W/ WINDOW OPENING <br />n <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RW$.IJ <br />ON J' O.8L. SHEATHING <br />OR}'COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />MTL. DRIP EDGE <br />2x FASCIA PER <br />ELEVATION& <br />VENTED SOFFIT <br />1/2' THICK, 2 COAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />FIN. FLR <br />B TYP. WALL SECTION <br />WJ NO OPENING NOTE: <br />PER SECTION 995.1.1 - FOR ROOF <br />S O 8 2 I2 TO SS THAN 4 12 A <br />4 1—STORY HIP BLOCK WALL (2) LAWYER UNDERLAYMENT SYSTEM <br />8CAI 5, 3/4•.r-m• 18 RECUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />AID GOAL <br />s'a ron aw LN <br />• <br />2B GAS LINE THRU BLOCK <br />FIBERGLASS SHINGLES <br />OVER 030 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />Rwb.1.1 ON a' Ozz. <br />SHEATHING OR }' 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 />112- THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a' CMU <br />yr Taa4r, 7 COAT - <br />rORrLAND 0rlW <br />ft.* •R mft' D <br />Dreamy TO <br />TU•ON•T <br />,rm <br />Pon <br />F"TOAD TO <br />TRACK GWACW <br />rY rRCDUCT <br />APPWVAL RM. <br />COM"9MAO <br />•, CPU w <br />•Tm cnim n0R <br />1lofomC•H@IT <br />3 GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-®' <br />2x BLOCKING BETWEEN TRUSSES <br />PER STRUCTURAL DETAILS—\ <br />STIRBACK AT ALL UPR$09 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS — <br />CONY. Tx RAT SECURED PERJ � <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />INSULATION R-VALUES <br />PER ELEVATION <br />Ir <br />\ 5/6' GYPSUM BOARD OR 1/2' <br />HOW STRENGTH CLG. BOARD <br />4 <br />a <br />4'. <br />A W/ WINDOW OPENING <br />n <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />'REFERENCE <br />STRUCTURAL <br />*2 P.T. PURRING <br />STRIPS • 24' O.C. <br />In, GYP. I.I.L. BD. <br />WOOD BABE <br />FIBERGLASS SHINGLES <br />OVER -W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R•J05JJ ON I}' O.&JS. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />i,FASTENER SCHEDULERI <br />TM%. DP EDGE <br />i 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1—STORY GABLE BLOCK WALL <br />1 SCALE, 9/4•.i'-0' <br />1/2- THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0 <br />0'-& FIN. FLR <br />1441 N. RONALD REAOAN 8LVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX:407-774-4078 <br />www.ebdesWngroup.mm <br />AA 0: 0003325 <br />s <br />OO <br />a <br />1p <br />O <br />a <br />oVSDIv. ae IATt <br />SILVERADO <br />LOT #58 <br />BLK. #6 <br />P2 o"wT# <br />0412 . 02-5 06 <br />HODZMt <br />4EBB <br />"1828-CALI" <br />GAF.A0Z$ SIMUM: <br />RIGHT <br />PAGIM <br />DETAILS <br />150 MPH EXP. B <br />AAcr`rrECT: <br />TOWL4WA <br />AR NO 93723 <br />Dltlm <br />A 3/08/19 <br />WCALM 1/4"=1'—O" <br />BIEN= <br />D1 <br />
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