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35849 Iron Redding Ct
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35849 Iron Redding Ct
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Last modified
3/20/2025 9:51:41 PM
Creation date
2/19/2025 12:13:47 PM
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Building Plans
Street #
35849
Location
Iron Redding Ct
Contractor
DR Horton
Building Plans - Permit #
685
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IF <br />R F'r�l 2X4 TOP PLATE <br />PL.41'1 T <br />PRE -FAD TMM <br />L7' CLG. BOARD <br />1/2' DRYWALL —� TOr <br />j SECURE ST. — <br />MATE TO SLAD <br />W/ Wd MASONRY <br />NAIL • 32' OJC. <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS .24' <br />or_ <br />SLAB <br />NOTE: STUD* 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 />TWAN 2A' AC <br />1 TYP. INT. WALL NON—BRG. <br />D1 SCALE. 3/4'.1'•m <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION R805,11 <br />ON J' O.Sa SHEATHNG <br />OR P 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 P <br />CEMENT PLASTER <br />DIRECTLY TO I <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />w/ (I)- 05 <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'-1'-0' <br />S/8' GYPSUM BOARD <br />OR IR' HIGH <br />STRENGTH CL& <br />BOARD <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />TYP. <br />OH. <br />R-4J INSULATION <br />�WINDOW ATTACHMENT <br />AS PER MIA1ACTURES <br />SPECIFICATIONS <br />f REFERENCE <br />STRUCTURAL <br />Ix2 P.T. FURRING—� <br />STRIPS • 24' O.C. <br />e' cm <br />1/2' GYP. WL. BD.� <br />WOOD BASE <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RWS.1.1 <br />ON I}• O.S.B. SHEATHING <br />OR }' CDX 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 />ao rK <br />TAN <br />/ ne LLaK row o.<ue <br />w <br />yr air. r. ao. <br />u000 � <br />2B GAS LINE THRU BLOCK <br />4 w•.r r <br />FIBERGLASS SHINGLES <br />OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RWDJ.1 ON J' OAS. <br />SHEATHING OR I' 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 />1/2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />...... <br />s GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'•I'-0' <br />2X4 SPP 24' OG. MAX. <br />SECURE W/ (2)12d NAILS <br />• EA. END <br />2x BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES <br />PER STRUCTURAL DETAILS OVER 30 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />R908J.1 ON J' Oba <br />STIFFBACK AT ALL UPRIGHTS SHEATHING OR I' COX <br />7�PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />m, FASTENER SCHEDULE <br />PRE-ENG WD. TRUSS TYP. <br />MTL. DRIP EDGE <br />011. 2 <br />PER ELEVATION x 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. GABLE TRUSS <br />INSULATION R-VALUES <br />PER ELEVATION WEEP SCREED <br />1". GYPSUM BOARD OR 1/2' \ HIGH STRENGTHCLG. BOARD 2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />1/2' THICr, 2 COAT <br />WIND INSULATION PLASTER <br />DCEMENT <br />TO LIED MASONRY <br />WINDOW ATTACHMENT AS PER HI E-1 DIRECTLY <br />MANUFACTURES SPECIFICATIONS PLASTER APPLIED <br />STRUCTURAL <br />Ix2 P.T. PURRING <br />STRIPS • 24' O.C. <br />1/2, GYP. ILL. BD. , CMU <br />WOOD BASE <br />0'-0' FIN. FLR _ . . _ �. 0'-0' FIN. PLR 0'-0' FIN. FLIFt / _ }, 0'-0' FIK FLR <br />. a, cm aF . <br />a <br />a a <br />n W/ WINDOW OPENING n TYP. WALL SECTION n W/ WINDOW OPENING TYP. WALL SECTION <br />NO OPENING NOTE: " B NO OPENING <br />PER SECTION W5.1.1 - FOR ROOF <br />4 l—STORY HIP BLOCK WALL (2)OLAYERIUNDERLAYMETO LESS THNT SYSTEM (I)1—STORY GABLE BLOCK WALL <br />D9 SCALE: 3/4'.I'-0' IS REQUIRED. FOR ROOF SLOPES l SCALE, 3/4'•P-0' <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 />6'159 <br />Is <br />A R C N I T R C T R <br />Design <br />Grou Ina <br />,,.-. LONGWOOD, FL 32780 �• V <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdoWgngroup.com <br />11111 AA•:0003325 J <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: 813886.2628 <br />FAX: 8134UW2802 <br />ELI <br />E tTODIV. S. LOT: <br />SILVERADO <br />LOT #9 <br />BLK. #13 <br />PiiOJECTA• <br />03719.000-09131 <br />MODEL' <br />2795— B <br />GAIRAGE OWING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MPH B <br />Dw 7/07/20 <br />SCALE: 1/4"=1'—O" <br />EMERY <br />D1 <br />
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