My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6699 Cobble Bliss St
Zephyrhills
>
Building Department
>
Building Plans
>
6699 Cobble Bliss St
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/24/2025 12:00:14 PM
Creation date
2/19/2025 12:27:19 PM
Metadata
Fields
Template:
Building Plans
Street #
6699
Location
Cobble Bliss St
Contractor
DR Horton
Building Plans - Permit #
1062
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
28
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
View images
View plain text
2X4 TOP PLATE <br />I°LIW 1' <br />PRE -FAD TRUSS <br />14' CLta BOARD <br />7 <br />1/2' DRTWALL -_ , Y, <br />SECURE ST. — <br />PLATE TO SLAB <br />WI 10d MASONRY <br />NAIL • 32' O.C. <br />MAX <br />0'-0' <br />FIN. R.R. <br />2X4 WOOD <br />STUDS •24' <br />or_ <br />PARTITIONS SUPPORTING <br />WALL HUNG PLUMBING <br />FIXTURES AND WALL <br />CABINETS SHALL BE NOT <br />LESS THAN 2x4, W14ERE <br />SPACED NOT MORE <br />THAN 16' O.C. OR NOT <br />LESS THAN 2x6, WHERE <br />SPACED NOT MORE <br />THAN 24' O.G. <br />2)ITYP. INT. WALL (NON -BRIG.) <br />D 1 SCALE: 3/4'.I'-0' <br />FIBERGLASS SHINGLES <br />OVER 90 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS0511 <br />ON I}' OU'a SHEATHING <br />OR;' CDX PLYWOOD <br />SECURED PER <br />FASTENER SCHEDULE <br />PRE-ENG TRUSS <br />MTL. DRIP EDGE <br />2x FASCIA PER I-0 <br />ELEVATIONS TYP. <br />ON. <br />VENTED SOFFIT <br />1/2' THICK, 2 GOAT PORTLAND <br />CEMENT PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />5' DIA. SLEEVE, <br />DO NOT CUT <br />BOND BEAM - <br />SOLID GROUT <br />UJ/ (I)- 5 <br />(2) COURSE <br />DO NOT CUT <br />THE BOND <br />BEAM <br />REBARS <br />m PIPE THROUGH BOND BEAM <br />D1 SCALE:3/4'.I'-0' <br />5/8' GYPSUM BOA <br />OR 1/2- HIGH <br />STRENGTH CLG. <br />00 <br />BOARD <br />ELEVATIONPER <br />SEE ENERGY CODE FORMS <br />INSULATION R-VALUES <br />REFERENCE STRUCTURAL <br />PER ELEVATION <br />R-4.1 INSULATION <br />ATTACHMENT <br />PER MANUFACTURES <br />�////����WINDOW <br />SPECIFICATIONS <br />REFERENCE <br />STRUCTURAL <br />bc2 P.T. FURRING <br />STRIPS • 24' OZ. <br />S' CMU <br />W. GYP. WL. BD.� <br />WOOD BASE <br />FIN. FLRJ,,_ <br />e <br />,a <br />° 4 <br />n W/ WINDOW OPENING <br />a <br />FIDERGLASS SHINGLES <br />OVER'30 FELT PAPER <br />OR SYNTHETIC <br />PRODUCT, INSTALLED <br />PER SECTION RS05JJ <br />ON O.SB. 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 />M 1101lOY LN <br />as <br />2B GAS LINE THRU BLACK <br />Sena. yr _ <br />FIBERGLASS SHNW-ES <br />OVER 90 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RW51J ON a' O.S.B. <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'-D' <br />TYP. <br />Mel <br />K_3"'�\ GARAGE DOOR JAMBS <br />D1 SCALE: 11/2'.1'-0' <br />i 2X4 SI F 24' O.C. MAX. - <br />SECURE W/ (2) 12d NAILS <br />• EA END <br />2x BLOCKING BETWEEN TRUSSES <br />—PER STRUCTURAL DETAILS--- <br />STIFFBACK AT ALL UPRG4 <br />PER STRUCTURAL DETAILS <br />PRE -ENS WD.TRU88 <br />CON2x RAT SECURED PER—/ <br />STRUCTURAL DETAILS <br />SEE ENERGY CODE FORMS FOR <br />INWLATION R-VALUES <br />PER ELEVATION <br />\ 5/8' GYPSUM BOARD OR 1/2' <br />HIGH STRENGTH CLG. BOARD <br />R-4J INSULATION <br />WINDOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />I/1' THICK 2 COAT PORTLAND <br />P.T. FURRING <br />A <br />GEMENT PLASTER APPLIED <br />STRIPS 24' O,C. <br />DIRECTLY MASONRY <br />I/1' THICK, 2 COAT <br />1/t' GYP. WL. BD. <br />PORTLAND CEMENT <br />WOOD BASE <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />}, 0'-0' FIN. FLR <br />0'-0' FIN. FLR <br />a' cm <br />m <br />a <br />° q <br />n TYP. WALL SECTION <br />NO OPENING NOTE: <br />PER SECTION W5.1.1 - FOR ROOF <br />a)l-STORY HIP BLOCK WALL (2)ERI L YUNDERLAYMENTSYSTEM <br />D1 SCALE: 3/4'.1'-0' IS REQUIRED. FOR ROOF SLOPES <br />OF 4:12 OR GREATER lU 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 />W/ WINDOW OPENING <br />r. <br />FIBERGLASS SHINGLES <br />OVER 'J0 FELT PAPER OR <br />SYNTHETIC PRODUCT, <br />INSTALLED PER SECTION <br />RS05.IJ ON J' ozaL <br />SHEATHNG OR }' COX <br />PLYWOOD SECURED PER <br />1._0. FASTENER SCHEDULE <br />TYP. MTL. DRIP EDGE <br />O N. <br />2x FASCIA PER <br />ELEVATIONS <br />VENTED SOFFIT <br />PRE-ENG. GABLE TRIM <br />WEEP SCREED <br />2x P.T. SECURED PER <br />STRUCTURAL DETAILS <br />n TYP. WALL SECTION <br />NO OPENING <br />(I)1-STORY GABLE BLOCK WALL <br />D1 SCALE: 3/4'.I'-0' <br />U2' THICK, 2 COAT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />DIRECTLY TO MASONRY <br />cm <br />0-0' FIN. FLR <br />I R C N I T E C T 8 <br />Groin <br />41 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-774-6078 <br />FAX: 407-7744078 <br />www.abdeaigngroup.com <br />AA 9: 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: 81388E-2628 <br />FAX: 8134186-2802 <br />BUDDIV. Ae LOT: <br />SILVERADO <br />LOT #13 <br />BLK #10 <br />PROJECT/! <br />03719.000-13101 <br />MODEL: <br />2795-D <br />GARAGE SWWO: <br />RIGHT <br />PAGE: <br />DETAILS <br />150 MH EXP. B <br />It <br />PRtHT a8/03/20 <br />wTE: <br />SCALE: 1/4"=1'-O" <br />SHEET <br />D1 <br />
The URL can be used to link to this page
Your browser does not support the video tag.