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6660 Cobble Bliss St
Zephyrhills
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6660 Cobble Bliss St
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Last modified
3/21/2025 2:17:05 PM
Creation date
2/19/2025 12:29:12 PM
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Building Plans
Street #
6660
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
2819
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FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH UNDERLAYMENT <br />AS PER FBCR Wb.1.1. <br />AS PER POOR Wb.1.1. <br />ROOF SHEATHING <br />ROOF SHEATHING <br />THICKNESS AS PER <br />THICKNESS AS PER <br />SHEET SNI. SECURED <br />SHEET SNI. SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE -ENS WD.TRU <br />k <br />oLnR <br />PRE-ENG WD.TRUSS-- <br />24' O.G. MAX. <br />LEVATION <br />24' O.C. MAX. <br />METAL DRIP EDGE—'' <br />METAL DRIP EDGE <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />_m <br />VENTED O.H. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER—/ <br />ELEVATIONS <br />SOFFIT TYF. <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />VENTED <br />Ix2 FIRE -STOP <br />SOFFIT <br />REFERENCE <br />STRUCTURAL <br />-4.1 INSUL. <br />REFERENCE <br />STRUCTURAL <br />Z� <br />U <br />w <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />m <br />3/4' T 4 G SUBFLOOR <br />1/2' THICK.2 COAT <br />e' <br />GLUED AND NAILED <br />1/2' THICK, 2 COAT— <br />PORTLAND CEMENT <br />d <br />AS PER NAILING <br />SCHEDULE <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />PLASTER APPLIED <br />DIRECTLY TO <br />mi <br />DIRECTLY TO <br />MASONRY <br />MASONRY <br />R <br />IX2 FIRE -STOP <br />LEVATION <br />IX2 PIKE -STOP <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVATION <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />R <br />- _EP <br />"LEVA�TION <br />IX2 FIRE -STOP <br />IX2 FIRE -STOP <br />(PAGE 53.I5 - DETAILS 344) <br />(PAGE 63.18 - DETAILS 344) <br />R-4.1 INSUL. <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />-REFERENCE STRUCTURAL <br />Ix2 P.T. FURRING <br />STRIPS • 24' Or- <br />a, CMU <br />1/2, GYP. WL. BD. <br />WOOD BASE <br />1/2' THICK 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO <br />MASONRY <br />IX2 FIRE -STOP <br />O.H. <br />w <br />w <br />w <br />tt <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />iR-4.1 INSUL. <br />3/4' T 4 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />R <br />?PVLEVATION <br />R <br />LEVATION <br />5/S' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH <br />CLG. BOARD <br />R-4.1 INSUL. <br />Ix2 P.T. FURRING <br />STRIPS • 24' O.C. <br />8' CMU <br />1/2'GYP. WL. BD. <br />WOOD BASE <br />m <br />L� L� <br />ti W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALE: 3/4'-]'-0' <br />A R C H I T E C T S <br />i,-rd%I Design <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-774-4078 <br />www.abdesigigroup.com <br />AA 8: 0003325 <br />IF DRAFTING BY: <br />A.B. DESIGN GROUP <br />DRAFTING INC. <br />5439 BEAUMONT CENTER BLVD. <br />SUITE 1004 <br />TAMPA, FLORIDA 33634 <br />PH: 813-886.2628 <br />FAX: 8134386.2802 <br />SVEIDIV. Se LOT <br />SILVERADO <br />LOT #17 <br />BLK #10 <br />PROJECT* <br />03719.001-17101 <br />MODEL: <br />3278-JORDYN II <br />GARAGE SAYING: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 PH C <br />
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