My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
6221 Bradford Woods Dr
Zephyrhills
>
Building Department
>
Building Plans
>
6221 Bradford Woods Dr
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/21/2025 11:32:49 AM
Creation date
2/19/2025 4:24:01 PM
Metadata
Fields
Template:
Building Plans
Street #
6221
Location
Bradford Woods Dr
Contractor
Pulte Home Company
Building Plans - Permit #
1879
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
16
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
ROOF FR?,V11NC PLAN - <br />SCALE: <br />GENERAL NOTES <br />1. REFER TO ARCHITECTURAL DRAWINGS FOR WALL HEIGHTS. <br />2. REFER TO STRUCTURAL DETAILS FOR STEPPED MASONRY WALL <br />HEIGHT DETAIL <br />3. ALL INTERIOR CEILING SHEATHING TO BE GYPSUM. <br />4. ALL EXTERIOR SHEATHING TO BE MINIMUM 7/16 " APA RATED <br />SHEATHING. <br />5, FLOOR SHEATHING (IF APPLICABLE) SHALL BE %; MIN. <br />6. REFER TO DETAILS FOR ROOF SHEATHING REQUIREMENTS. <br />7. U.N.O. INTERIOR SHEATHING TO BE GYPSUM AS REQUIRED IN <br />ARCHITECTURAL DRAWINGS. <br />6. PROVIDE SOLID BLOCKING FROM ALL BEAMS & GIRDERS TO <br />FOUNDATION BELOW. <br />TRUSS NOTES <br />UNLESS OTHERWISE NOTED ON PLANS: <br />1. ALL TRUSS STRAPS TO MASONRY ARE TO BE META16. <br />2. ALL TRUSS TO FRAME SCREWS ARE TO BE THE FOLLOWING: <br />A) TRUSS TO TOP PLATE TO BE (2) SIMPSON SDWC15600. <br />B) MULTI -PLY TRUSS REQUIRE (2)SDWC15600 AT EA PLY. <br />C) (1)SDWC15600 MAY BE USED ON JACK TRUSSES, <br />3. THESE PLANS ARE ENGINEERED BASED ON TRUSS LAYOUTS AND <br />ENGINEERING PROVIDED BY THE DELEGATED TRUSS ENGINEER. <br />CHANGES OR MODIFICATIONS ARE NOT PERMITTED WITHOUT A <br />LETTER FROM THE ENGINEER OF RECORD. <br />LEGEND <br />LTR DETAIL INDICATOR <br />SHT <br />CROSS HATCHED AREA INDICATES EXTENT OF <br />GABLE END BRACING <br />TRUSS LAYOUT SHOWN ON THIS SHEET IS FOR EXAMPLE <br />PURPOSES ONLY TO ILLUSTRATE TRUSS TO WALL CONNECTIONS. <br />THIS LAYOUT HAS BEEN PROVIDED BY A THIRD PARTY FOR <br />EXAMPLE PURPOSES ONLY; THE ACTUAL TRUSS MANUFACTURER <br />LAYOUTS ARE TO BE USED FOR ALL STRAP LOCATIONS, PER <br />BUILDING CODE STATUTES, THE ROOF AND/OR FLOOR SYSTEM <br />HAS BEEN DELEGATED TO THE TRUSS MANUFACTURER'S <br />PROFESSIONAL ENGINEER, <br />C.O.A.a# ARCHITECTURE: <br />AA260028M <br />C.Q.A.# ENGINEERIN43: <br />29349 <br />C] THOMAS A. WEBER, PE <br />P.E. # 73242 FLORIDA <br />■ BENJAMIN NIESE, PE <br />P.E. # 86025 FLORIDA <br />3/9/21 <br />{SATE ��{Ililtir <br />O <br />o <br />-14 <br />? <br />r—a <br />v <br />o0 <br />M <br />VJ <br />O <br />� <br />O <br />� <br />O <br />v� <br />CIA <br />v <br />U� <br />cf) <br />M <br />cz <br />O <br />Cl�] <br />�...i <br />c3 <br />N <br />0 <br />AtPulteGroup- <br />RODUCT MANAGER <br />RELEASE <br />DATE: XX/XX/XXXX <br />P <br />PROJECT TYPE I <br />Sinele Family <br />SPECIFICATION LEVEL I <br />Pulte <br />r <br />[NP <br />AN NAME <br />C edar <br />C CHILD NUMBER <br />"°-6 810.500 <br />-� TATE SHEET <br />Rig <br />S3.1 <br />`'ji010iVAi <br />
The URL can be used to link to this page
Your browser does not support the video tag.