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6691 Cobble Bliss Sr
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6691 Cobble Bliss Sr
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Last modified
3/24/2025 10:33:56 AM
Creation date
2/19/2025 12:16:36 PM
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Building Plans
Street #
6691
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
684
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2X4 TOP RATE — <br />PRE-FAB TRUSS <br />I/2' CL.Ca. DOARD <br />14' DRYWALL T` r <br />SECURE BT. — <br />PLATE TO SLAB <br />W/ 10d MASONRY <br />NAIL • 32. Or — <br />MAX <br />FIN. FLR <br />2X4 WOOD <br />STUDS 024' <br />or_ <br />IYVIL: 0161V.7 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 />21 SCALE. 3/4'.I'-0' <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />W/ (U- "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'-C' <br />pm as Low <br />2B GAS LINE THRU BLACK <br />wj/k.Ls •d <br />1 <br />19 <br />�� GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'"1'-0' <br />FIBERGLASS SHRJGLES 2X4 SPF 24' O.C. MAX <br />OVER 030 FELT PAPER OR SECURE W/ (2) I2d NAILS <br />FIBERGLASS SHRJCiLEB SYNTHETIC PRODUCT, • EA. END <br />OVER •30 FELT PAPER INSTALLED PER SECTION FIBERGLASS SHINGLES <br />2x BLOCKING iEN TRUSSES OVER IND FELT PAPER OR <br />FIBERGLASS SHINC:LEB OR SYNTHETIC R906JJ ON J' O.G.B. PER STRUCTURAL <br />L DETAILS SYNTHETIC PRODUCT, <br />OVER �30 FELT PAPER PRODUCT, INSTALLED SHEATHING OR }' CDX <br />OR SYNTHETIC PER SECTION R301511 PLYWOOD SECURED PER <br />PRODUCT, INSTALLED FASTENER SCHEDULE INSTALLED PER SECTION <br />PER SECTION R905.LI ON �' ObD. SHEATHING ST11"ACK AT ALL UPRIGHTS EMEATHINCs OR }' COX <br />ON J' O.S.B. SHEATHING 9M' GYPSUM BOA OR }' CDX PLYWOOD PER STRUCTURAL DETAILS PLYWOOD SECURED PER <br />OR }' CDX PLYWOOD OR IQ' HIGH SECURED PER 1'-0' I'-®. <br />SECURED PER STRENGTH CLG FASTENER SCHEDULE TYp , TYP FASTENER SCHEDULE <br />FASTENER SCHEDULE BOARD REFERENCE MTL. DRIP EDGE OH. V _ PRE-ENG WD. TRJ88 O.H. <br />MTL. DRIP EDGE <br />STRUCTURAL 2x FASCIA PER PER ELEVATION 2x FASCIA PER <br />ELEVATIONS ELEVATIONS <br />SEE ENERGY CODE FORMS FI CONT. 2x RAT RUN SECURED PER <br />PRE TRUSS INSULATION R-VALUES PRE -ENO° TRUSS VENTED SOFFIT STRUCTURAL DETAILS VENTED SOFFIT <br />MTL. DRIP EDGE REFERENCE STRUCTURAL MTL. DRIP EDGE SEE EENERGRCODLEBFORMS FOR <br />PER ELEVATION PRE ENG GABLE TRUSS PRE-ENG. GABLE TRUSS <br />2x FASCIA PER I .m WEEP SCREED PER ELEVATION WEEP SCREED <br />2x FASCIA PER <br />ELEVATIONS CA ELEVATIONS 2x P.T. SECURED 5/S' GYP&JM BOARD OR 1/2' 2x P.T. SECURED PER <br />VENTED SOFFIT INSULATION VENTED SOFFIT <br />R-4.1 INSSTRUCTURAL DETAILS NG HIGH STRENGTH CLG. BOARD STRUCTURAL DETAILS <br />WINDOW ATTACHMENT <br />AS PER MANUFACTURES <br />SPECIFICATIONS <br />R-4.1 INSULATION V2THICK 2 COAT <br />REFERENCE WINDOW ATTAGFEMENT 4S PER PORTLANDPLASTPPLIED <br />CEMENT <br />STRUCTURAL MANUFACTURES SPECIFICATIONS <br />DIRECTLY TO MASONRY <br />ERENCE <br />bd P.T. PURRING STRUCTURAL <br />STRIPS 24' O.C. <br />IQ' THICK, 2 COAT PORTLAND bei P.T. FURRING <br />1/I' THICK 2 GOAT PORTLAND 8' CMU CEMENT PLASTER APPLIED STIRIPS I/!' THICK 2 COAT �' GYP. W_.,BD. <br />CEMENT PLASTER APPLIED 1/2' GYP. W-. BD. DIRECTLY TO MASONRYPORTLAND CEMENT cMU <br />WOOD BASE <br />DIRECTLY TO MASONRY WOOD BASE PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />0'-0' FIN. FLR1 _ _ 0'-0' FIN. MR. 0'-O' FM. FLR ° _ 0'-0' FIN. FLR <br />. a . <br />CMU <br />a <br />a a <br />n W/ WINDOW OPENING TYP. WALL SECTION n W/ WINDOW OPENING n TYP. WALL SECTION <br />le NO OPENING NOTE: " " NO OPENING <br />PER SECTION 905.1.1 - FOR ROOF <br />SLS 2:4 i—STORY HIP BLOCK WALL 2) LEA ERIUNDERLAYMETO LESS THNT SYSTEM 5 1—STORY GABLE BLOCK WALL <br />D1 6C4LE, 3/4'.P-0' IS REQUIRED. FOR ROOF SLOPES D1 SCALE, 3/4'.P-0' <br />OF 4:12 OR GREATER, (1) LAYER <br />UNDERLAYMENT IS PERMITTED BUT <br />MUST BE PER ASTM D226 TYPE 11, <br />ASTM D 4"S TYPE IV, OR ASTM D <br />6151 <br />1441 N. RONALD REAGAN BLVD. <br />ORLANDO, FL 32750 <br />PH: 407-7746078 <br />FAX 407-7744078 <br />www.abdeslgngroup.com <br />AA A 0003326 <br />DRAFTING SY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813688-2628 <br />FAX: 813886.2802 <br />aunDiv. s 7'0 <br />SILVERADO <br />LOT #12 <br />BLK #10 <br />PRO.TICCT# <br />03719,000-12101 <br />T CAMDEN <br />GARAOZ srIING: <br />LEFT <br />PAGE: <br />DETAILS <br />150 MPH E B <br />DATE: 08/03/20 <br />DCALE: 1/4"=1'-0" <br />D1 <br />
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