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35835 Iron Redding Ct
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35835 Iron Redding Ct
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Last modified
3/20/2025 9:32:31 PM
Creation date
2/19/2025 11:53:37 AM
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Building Plans
Street #
35835
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
1060
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g_g 2x4 TOP PLATE 7 <br />PRE-FAS TIMM <br />N' 7WL7C f COAT <br />COPPOR WAD <br />VU' CLG. BOARDA� <br />nwlcaatAl rae <br />RMOI�' <br />ONROMY TO <br />Mao�T <br />2.6 PIT, RO <br />STUDS IN <br />5' DIA. SLEEVE, <br />•OUASFMWAMW TO l <br />cRled�e <br />PARTITIONS SUPPORTING <br />DO NOT GUT <br />.e�ax mac+. <br />V2' DRYWALL <br />WALL HUNG PLUMBING <br />REBAR <br />GA AW" <br />FIXTURES AND WALL <br />PIPE <br />uunrmesnuP <br />CABINETS SHALL BE NOT <br />' 01LD�16 1LL <br />LESS THAN 2x4, WHERE <br />BOND BEAM <br />O NOT CUT <br />r K<♦rt=]R=A.U! <br />DOOR ti mri <br />SPACED NOT MORE <br />SOLID GROUT <br />T1 BOND <br />MLV. aTm <br />e ro <br />SECURE Br. <br />2xa WIOOD <br />•24' <br />THAN W O.C. OR, NOT <br />y e�Tr.�m <br />=om ew <br />NOW JAMB FWe � <br />To i¢ <br />or_ <br />O� <br />LESS THAN 2x6, WHER <br />_ <br />(2) COURSE <br />REBARS <br />���� <br />OVSacnDDO= <br />W/�lod <br />_ <br />� r <br />sy P". <br />D7 OTmm <br />NAB- • 3r oc <br />SPACED NOT MORE <br />To <br />nnx <br />THAN 24' O C. <br />ov A°�7° �„ <br />r—COWL. SLAB <br />.. .. <br />AF44WVAL ICO. <br />I FN RR <br />TYP. INT. WALL NON—BRG. <br />D� SCALE, 3/4'-I'-D' <br />FIBERGLASS SHINGLES <br />OVER "30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R50SJJ <br />ON a' O.B.B. SHEAT14NO <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <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 />I'-,. <br />TYP. <br />0,14. <br />zA PIPE THROUGH BOND BEAM <br />D1 SCALE-. 3/4'-1'-0' <br />2B GAS LINE THRU BLOCK <br />scan vnr r <br />FIBERGLASS SHINGLES <br />OVER W FELT PAPER OR <br />FIBERGLASS SHINGLES <br />SYNTHETIC PRODUCT, <br />OVER "30 FELT PAPER <br />INSTALLED PER SECTION <br />OR SYNTHETIC <br />Rw5.0 ON a* 0.8.5. <br />PRODUCT, INSTALLED <br />SHEATHING OR I' CDX <br />PER SECTION RW5.0 <br />PLVWOODSECUREDPER <br />ON �' OAS. SHEATHING <br />ASF TENER <br />OR }• CDX PLYWOOD <br />5/S' GYPSUM BOARD <br />70R IHIGH <br />SECURED PER <br />STRENGTH CLG. <br />FASTENER SCHEDULE <br />1_m, <br />TYP. <br />BOARD <br />REFERENCE <br />MTL. DRIP EDGE <br />O►1. <br />STRUCTURAL <br />2x FASCIA PER <br />ELEVATIONS <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />PRE-�= TRU88 <br />VENTED SOFFIT <br />REFERENCE STRUCTURAL <br />PRE-ENCx <br />r1TL. DRIP EDGE <br />PER ELEVATION <br />$TRUSS <br />WEEP SCREED <br />WEEP <br />2x FASCIA PER <br />ELEVATIONS <br />2x P.T. SECURED PER <br />R-4.1 INSULATION <br />WINDOW ATTACHMENT <br />VENTED SOFFIT <br />STRUCTURAL DETAILS <br />A9 PER MANUFACTURES <br />SPECIFICATIONS <br />REPERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />1/2* THICK 2 COAT PORTLAND <br />g• CMU CEMENT PLASTER APPLIED <br />1/1' GYP. WL BD. /2' THICK 2 COAT <br />DIRECTLY TO MASONRY iPORTLAND CEMENT <br />WOOD BABE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />a GARAGE DOOR JAMBS <br />D1 SCALE: <br />� 2X4 SPF 24' OL. MAX. — <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCICNG BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS— <br />STIFFBACK AT ALL UPRiGI4 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT.'2x RAT MN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENERGY CODE FORMS FOR <br />NSULATICN R-VALUES <br />,. PER ELEVATION <br />5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4.1 INSULATION <br />WINDOW ATTAC44MENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24' Or <br />1/2* GYP. WL, BD. <br />WOOD BASE <br />FIBERGL466 SHINGLES <br />OVER "30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW5.0 ON I}• 0.SJ3. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />ON. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE -ENS. GABLE TRUSS <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />IQ' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />cm <br />FIN. FLRJ ° 0'-O' FIN. FLR 0'-C' FIN. FLR.; 0'-0' FIN. FLR <br />S' CHI - <br />[-_. f4 4 <br />n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION <br />NO OPENING NOTE: " ., NO OPENNCs <br />PER SECTION W5.1.1 - FOR ROOF <br />S 2:(4 )I —STORY HIP BLOCK WALL (2)OLAY ERIUN ERLAYMENT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 SCALE. 3/4'.I'-m• IS REQUIRED. FOR ROOF SLOPES D1 SC.ALZ 3/4'.1'4V <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE II, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />A R C R I T E 4 T S <br />6 <br />Grouit. <br />141 N. RONALD REAGAN BL1 <br />LONGWOOD,FL32750 <br />PH: 407-774-6078 <br />FAX 407-774.4078 <br />www.abdeslgngrouP•wm <br />AA #: 0003325 <br />h <br />G <br />a <br />[ <br />HII <br />ill <br />I <br />I <br />I <br />SILVERADO <br />LOT #11 <br />BLK #13 <br />PEr�JESCT <br />03719.000-11132 <br />HODEZ, <br />"2045-LANTANA" <br />QAVLAas SWUM' <br />RIGHT <br />PAQZ: <br />DETAILS <br />150 MPH EXP. B <br />DA B/17/20 <br />mcm 1/4==170= <br />Nino= <br />D1 <br />
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