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7139 Steer Blade Dr
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7139 Steer Blade Dr
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Last modified
3/20/2025 7:36:21 PM
Creation date
2/19/2025 11:20:46 AM
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Building Plans
Street #
7139
Location
Steer Blade Dr
Contractor
DR Horton
Building Plans - Permit #
1653
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ON <br />PER &R 2X4 TOP PLATE i A I C N I T I C T <br />ICY <br />PRE -FAD TIW88 <br />Y!' cCw BEAD TMICK � COAT Y CI.11 aR <br />IR' CLG. BOARD M� aTRSitRN. FOR <br />op®cnY ro ATTACM eTOF <br />nAeaaeY arI-.T.ao �gj n <br />°"'�&FM Grou�'�� <br />TUDS IN 5' DIA. SLEEVE, °ate' <br />PARTITIONS SUPPORTING DO NOT CUT APPPV AL PWQ <br />I/2' pRYWALL WALL HUNG PLUMBING REBAR. c"�' Axo «� eACIORAoo 1441 N. RONALD RFAGAN BLVD. <br />FIXTURES AND WALL PIPE u.ATwee~ LONGWOOD,FL32750 <br />CA51NETS SHALL 5E NOT M"Ift ALL PH:407-77446078 <br />ua <br />LESS THAN 2x4, WHERE BOND BEAM O NOT CUT ►r+e ra aFowe ALA ARCIND(BY <br />SOLID GROUT THE BOND MIvaf[0. coOR ruwr' FAX 407-T744078 <br />SPACED NOT MORE ,gyp TpW=aRAaa» wwW.abdeelgngroup.com <br />BT. 2X4 WOOD w/ (I)- 5 BEAM rAaTaxao ro AA N: 0003325 <br />PLATE TO 81.A5 STUDS .24' THAN 16' O.G. OR, NOT _ ""0OD PASTOM 0� FIR aALv. aTaNu. <br />(2) COURSE KEBABS n�oOucr OveiaRAD DOM <br />W/ I0d MASONRY o•C. LESS THAN 2x6, WHERE <br />NAIL . 3r Or— 10 SPACED NOT MORE <br />MAX <br />-- <br />,' <br />APPROVAL R!Q VRWTCAL TRxx OT4�a <br />BY M^F.DaM TO Flom <br />FAaT <br />Flom. <br />THAN 24' O.G. <br />vv MMK DMAGIC s <br />BLAB <br />AN'RDVAL PM <br />FM. FLR <br />2a PIPE THROUGH BOND BEAM <br />zs_GAS LINE THRU BLOCK <br />3 GARAGE DOOR JAMBS <br />�1�TYP. INT. WALL (NON— BRG. ) <br />D1 SCALE:3/4'•i'-Na' <br />D1 SCALE: I I/2'■1'-0' <br />"•.'''' <br />D1 SCALE: 3/4'.I'-C' <br />FIBERGLASS, SHINGLES <br />FIIBERGLA88 81II14CAES <br />WITH UNDERLAYMENT <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />AS PER FBCR 905.1.L <br />ROOF SHEATHING <br />2X4 SPF 24' O.C. MAX. <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TVW66ES <br />WITH UNDERLAYMENT <br />AS PER FSCR 905.1.1. <br />ROOF 814EATHNG <br />THICKNESS AS PER <br />f <br />114 <br />FIBERGLASS SHINGLES, <br />THICIQ'IESS AS PER PER STRUCTURAL DETAILS SHEET BPI. <br />WITH UNDERLAYMENT AS PER FBCR 905.1.1. SWEET BPI. SECURED PER <br />A8 PER FDCR 9051.E ROOF14GFASTENER SCHEDULE SECURED PER <br />ROOF SHEATHING THICKNE88AAS PER FASTENER SCHEDULE <br />SHEET SNI. <br />THICKNESS AS PER SECURED PER STIFFBA•CK AT ALL UPRIGHTS <br />SWEET SNI. SECURED 5/8' GYPSUM 130 FASTENER SCHEDULE MTL. DRIP EDGE PER STRUCTURAL DETAILS MTL. DRIP EDGE <br />PER FASTENER <br />SCHEDULE 8 ¢TRENGTN GLc% 2x FASCIA PER MAX '— -PRE-ENG WD. TRUSS Ak 2x FASCIA PER <br />BOARD IRENCE ELEVATIONS o. ELEVATIONS <br />STRUCTURAL VENTED SOFFIT PER ELEVATION VENTED SOFFIT <br />PRE-ENG TRIM SEE ENERGY CODE FORMS FOR PRE-ENG TRUSS WALL SHEATHIING COW. 2x RAT RUN SECURED PER <br />INSULATION R-VALUES THICK4ES8 AS PER STRUCTURAL DETAILS WALL SHEATHING <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EVER R-CODE FORMI5 FOR ' <br />SHEET SNI. SECURE PER THICKNESS E PER <br />PER ELEVATION FASTENER SCHEDULE SHEET SNL SECURE PER <br />2x FASCIA PER TY 2x FASCIA PER ON SHEET SNI PER ELEVATION FASTENER SCHEDULE <br />ELEVATIONS p},I. ELEVATIONS S/S' GYPSII'7 BOARD OR 1/2. ON SWEET SNI. <br />R-4.1 INSULATION PRE ENG• LADLE TRUSS <br />ON NG HIGH STRENGTH CLG. BOARD PRE-ENG. GABLE TRUSS <br />VENTED SOFFIT VENTED SOFFIT WEEP SCREED <br />WINDOW ATTACHMENT WEEP SCREED <br />AS PER MANUFACTURES 2x P.T. SECURED PER <br />SPECIFICATIONS STRUCTURAL DETAILS 2 PT SECURED PER <br />x <br />R-4.1 INSULATION STRUCTURAL DETAILS <br />REFERENCE <br />WINDOW ATTACHMENT AS PER <br />STRUCTURAL <br />MANUFACTURES SPECIFICATIONS <br />Ix2 P.T. FURRING <br />RENCE <br />STRUCTURAL <br />STRIPS • 24' OC <br />I/t' THICK, 2 GOAT PORTLAND <br />P.T. FURRING <br />Ix2STRIPS <br />S' GNA,t <br />CEMENT PLASTER APPLIED <br />0 241/2' <br />THICK. 2 COAT PORTLAND <br />DIRECTLY TO MASONRY <br />' 2 COAT <br />1/2THICK <br />GYP. WL.,00 <br />cm <br />CEMENT PLASTER APPLIED <br />I/2' GYP. WL. BD. <br />CEMENT <br />WOOD SAGE <br />DIRECTLY TO MASONRY <br />-TE <br />WOOD BASE <br />APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLRL L <br />}� 0'-0' FIN. FLR <br />0'-0' FIN. FLR <br />0'-0' FIN. FLR <br />a <br />n W/ <br /><a <br />WINDOW OPENING <br />.a <br />W/ WINDOW OPENING TYP WALL SECTION <br />" 13 <br />NO OPENING NOTE: <br />NWx <br />PER SECTION F5CR 500.1.1 - FOR <br />ROOF SLOPES 2.12 TO LESS THAN <br />BVHDIV. & LOT: <br />SILVERADO <br />LOT: 9 <br />BLK: 14 <br />PROJMCT# <br />03719.000-09141 <br />MODRIA <br />"2045—LANTANA" <br />OARAGB B11WG: <br />RIGHT <br />PAGE: <br />DETAILS <br />50 MPH XP. <br />4 1—STORY HIP BLOCK WALL 4a2, A (2) LAYER UNDERLAYMENT 5 1—STORY GABLE BLOCK WALL , <br />D1 SCALE, 3/4'.I'-C' SYSTEM IS REQUIRED. FOR ROOF D1 SCALE: 3/4'.I'-V' <br />SLOPES OF 4:12 OR GREATER (I) <br />LAYER UNDERLAYMENT IS <br />PERMITTED BUT MUST 5E PER ASTM <br />D226 TYPE II, ASTM D 406S TYPE G 1 <br />IV, OR ASTM D 6151 F J <br />DA;CIC: 01/28/21 <br />SCALE: 1/4"=1'-0" <br />si te= <br />D1 <br />
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