My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
7664 Sail Clover Ln
Zephyrhills
>
Building Department
>
Building Plans
>
7664 Sail Clover Ln
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 7:08:53 PM
Creation date
2/24/2025 9:39:22 AM
Metadata
Fields
Template:
Building Plans
Street #
7664
Location
Sail Clover Ln
Contractor
D R Horton
Building Plans - Permit #
3338
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
42
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
FIBERGLASS SHINGLES <br />FIBERGLASS SHINGLES <br />WITH UNDERLAYMENT <br />WITH LNDERLAYMENT <br />AS PER FBCR W311. <br />AS PER FBGR 905.1.E <br />ROOF SHEATHING <br />ROOF 814EATHNG <br />T14100668 AS PER <br />TWIC 04ESS AS PER <br />SWEET SNI. SECURED <br />SHEET SNL SECURED <br />PER FASTENER <br />PER FASTENER <br />SCHEDULE <br />SCHEDULE <br />PRE-ENG WD. <br />14PER <br />PRE-ENG WD. TRU96- <br />24' OG. MAX. <br />EVATION <br />24' O.G. MAX. <br />METAL DRIP EDGE <br />METAL DRIP EDGE— <br />BATT INSULATION <br />2x FASCIA PER <br />ELEVATIONS <br />REFER TO ENERGY <br />GALCS FOR VALUES <br />VENTED <br />1. <br />O.H. <br />5/8' GYPSUM BOARD <br />2x FASCIA PER—/ <br />ELEVATIONS <br />SOFFIT <br />rYP. <br />OR I/T' HIGH STRENGTH <br />CLG BOARD <br />/ <br />VENTED — <br />REFERENCE <br />STRUCTURAL <br />Ix2 FIRE -STOP <br />SOFFIT <br />4.1 NBUL. <br />REFERENCE <br />STRUCTURAL <br />If <br />WINDOW ATTACHMENT <br />AS PER <br />MANUFACTURES <br />SPECIFICATIONS <br />HENCE <br />STRUCTURAL <br />3/4' T 4 G GUBFLOOR <br />1/2' THICK, 2 COAT <br />tt <br />GLUED AND NAILED <br />1/2' THICK 2 GOAT—� <br />PORTLAND CEMENT <br />i�> <br />SCHEDULE AS PER IL#JG <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />w <br />PLASTER APPLIED <br />DIRECTLY TO <br />w <br />DIRECTLY TO <br />MASONRY <br />MASONRY <br />R <br />DO FIRE -STOP <br />C v1�Af1—ON <br />Do FIRE -STOP --- <br />SEE STRUCTURAL <br />SEE STRUCTURAL-- <br />R <br />LEVA ION <br />5/8' GYPSUM BOARD <br />OR 1/2' HIGH STRENGTH CLG. <br />BOARD <br />V TION <br />Dt2 FIRE -STOP <br />DC1 FIRE -STOP <br />R•4.1 NSUL. <br />w <br />WR4DOW ATTACHMENT AS PER <br />MANUFACTURES SPECIFICATIONS <br />REFERENCE STRUCTURAL <br />1/2' THICK 2 COAT <br />V2' THICK 2 COAT <br />PORTLAND CEMENT <br />PORTLAND CEMENT <br />PLASTER APPLIED <br />Ix2 P.T. PURRING <br />PLASTER APPLIED <br />DIRECTLY TO <br />1�41nIGYP.LuL.8D. <br />STRIPS • 24' O.C. <br />DIRECTLY TO <br />MASONRY <br />S'CMU <br />MASONRY <br />DCU FIRE -STOPS 14 An // 1 <br />Dc2 FIRE -STOP <br />BATT INSULATION <br />REFER TO ENERGY <br />CALCS FOR VALUES <br />0 <br />5/8' GYPSUM BOARD <br />np. <br />OR 14' HIGH STRENGTH <br />CLG. BOARD <br />Ix2 FIRE -STOP <br />_ <br />-4.1 NSUL. <br />E�9 <br />3/4' T 1 G SUBFLOOR <br />GLUED AND NAILED <br />AS PER NAILING <br />SCHEDULE <br />4 <br />a <br />w M <br />R <br />IfELEV ON <br />R <br />L VA ION <br />S/8' GYPSUM BOARD <br />OR 14' HIGH STRENGTH <br />GLG BOARD <br />a <br />R-4.1 NSUL. <br />Ix2 P.T. FURRING <br />STRIPS • 24' OiC, <br />a' crw <br />1/2' GYP. IIA. BD. <br />WOOD BASE <br />n ti <br />Q:a. <br />n W/ WINDOW OPENING WITHOUT WINDOW OPENING <br />2—STORY FIRST FLOOR BLOCK <br />SECOND FLOOR BLOCK <br />SCALES 3/4'.I'-0' <br />1441 N. RONALD REAGAN BLVD. <br />LONGWOOD, FL 32750 <br />PH: 407-7746078 <br />FAX: 407-774-4078 <br />www.abdesW*xoup.com <br />AA #: 0003325 <br />dAN <br />i <br />Q <br />0 <br />a <br />>sxnmxV. to wln <br />ABBOTT PARK <br />LOT #7 <br />BLK #13 <br />PROJECTA1 <br />0418 .000-07131 <br />1[ODEL: <br />3EEB <br />"2260—ELSTON" <br />GAVAOX 01FDak <br />LEFT <br />PAGE: <br />DETAILS <br />160 MPH EXP. C <br />ARC <br />2 2 20 1 <br />A <br />AR a9723 <br />DA� 09/21/21 <br />SICALIM 1/4"=1'-0" <br />alz3EET <br />D2 <br />
The URL can be used to link to this page
Your browser does not support the video tag.