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35808 Iron Redding Ct
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35808 Iron Redding Ct
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Last modified
3/20/2025 9:12:42 PM
Creation date
2/19/2025 11:55:24 AM
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Building Plans
Street #
35808
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
568
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2X4 TOP PLATE <br />PLAN <br />PRE -FAD 7 TRUSS <br />IR' CLG. OOARD <br />IR' DRYWALL - TOI- <br />SECURE DT. — <br />PLATE TO SLAP <br />W/ 10d MASONRY <br />NAIL • 32' O.G. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS *24' <br />or_ <br />ITIONS SUPPORTING <br />HUNG PLUMBING <br />RES AND WALL <br />JETS SHALL BE NOT <br />THAN 2x4, WHERE <br />ED NOT MORE <br />IV O.G. OR, NOT <br />THAN 2x6, WHERE <br />ED NOT MORE <br />24' O.C. <br />(a:)TYP. INT. WALL NON-BRG. <br />D 1 SCALE, 3/4"-1'-& <br />FIBEFWILASS SHINGLES <br />OVER W FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908JJ <br />ON J' OAS. SHEATHM <br />OR }' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <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 />i'-0' <br />TYP. <br />O.H. <br />0/8' GYPSUM B! <br />OR 1/2, HIGH <br />STRENGTH CLG. <br />BOARD <br />B' 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'-0' <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />'--R-4.I INSULATION <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />; SPECIFICATIONS <br />r <br />/—REFERENCE <br />/ STRUCTURAL <br />Ix2 P.T. FURRING — <br />STRIPS • 24' O.C. <br />e' CMU <br />1/2' GYP. WL. DD: <br />WOOD BASE — <br />0'-0' FIN. FLR�, <br />a <br />a. <br />a <br />° q' <br />n W/ WINDOW OPENING <br />a <br />FIBERGLASS SHINGLES <br />OVER O30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R908.IU <br />ON O.S S. SHEATHING <br />OR }' COX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />STRUCTURAL <br />PRE-ENG TRUSS <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 />0'-0' FIN. FLR <br />a <br />B TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION SM.1.1 - FOR ROOF <br />4 1-STORY HIP BLOCK WALL (2) LAYER ERIUNDERLAYMENT SYSTEM <br />D1 SCALE. 3/4*-I'-0' IS RE42,IIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM 0226 TYPE 11, <br />ASTM D 4869 TYPE IV, OR ASTM D <br />6151 <br />2B GAS LINE THRU BLACK <br />rs <br />FIBEIGeL.ASB 614MGLES <br />OVER W FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908.1.1 ON J' O.SUS. <br />SHEATHING OR }' COX <br />PLYWOOD SECURED PER <br />FASTENER SCHEDULE <br />1'-0' <br />TYP. <br />MTL. DRIP EDGE O.P. <br />2x FASCIA PER <br />ELEVATIONSY / <br />VENTED SOFFIT y/ <br />PRNG. L E-EADLE SS TRU <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 />0'-0' FIN. PLR <br />S' CMU <br />W' THICK 2 COAT - <br />PORRARG CenwT <br />PLASM AP PLIeD <br />DIROCTLY TO <br />MA60NRY <br />Rea <br />PAOTOOD TO <br />TRACK aRACKM <br />w PwODYOT <br />APPROVAL Rea <br />OWNER aeAD <br />vCm= <br />aTRICTURAL Pam <br />IRNgeCCI�IT <br />APPROVAL PI§Q <br />GRALANT . <br />6ACIaIa ROD <br />3 GARAGE DOOR JAMBS <br />D1 SCALE:I1/2*-1'-0' <br />,-2X4 OFF 24'Or— MAX. - <br />SECURE W/ (2) 12d NAILS <br />• EA. END <br />2x EU-OCKING BETWEEN TRUe <br />-PER STRUCTURAL DETAIL <br />STIPFBACK AT ALL UPR49 <br />PER STRUCTURAL DETAILS <br />PRE-ENG WD. TRUSS <br />CONT. 2x RAT RUN SECURED PER-/ <br />STRUCTURAL DETAILS J/ <br />SEE ENEWXY CODE FORTS FOR <br />INSULATION R-VALUES <br />,. PER ELEVATION <br />S/8' GYPSUM BOARD OR 1/2' <br />Wrik STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />•Ix2 P.T. PURRING — <br />STRIPS • 24' O.C. <br />1/2' GYP. WL. W.- <br />WOOD BASE — <br />ti W/ WINDOW OPENING <br />FIBERGLASS SHINGLES <br />OVER P30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908JJ ON I}' Oba <br />6HEATHMG OR }' CDX <br />PLYWOOD SECURED PER <br />®. FASTENER SCHEDULE <br />TYP• MTL. DRIP EDGE <br />OJ1. 2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. LADLE 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 />F-01 <br />0'-0' FM. FLR <br />B TYP. WALL SECTION <br />NO OPENING <br />5 1-STORY GABLE BLOCK WALL <br />1 SCALE. 3/4'•I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO,FL312750 <br />PH: 407-7748078 <br />FAX: 407-774d078 <br />www.abdesigngroup.com <br />AA #: 0003325 <br />DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813406-2628 <br />FAX: 813F86.2802 <br />O <br />4 <br />RRR <br />EIUDDIIV. & E <br />SILVERADO <br />LOT #4 <br />BLK #13 <br />03719.000-04131 <br />MDDMX.: <br />2795-B <br />GAP—*.OZ SKIING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH KXP. B <br />
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