My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
39216 Village Chase Apt 6035
Zephyrhills
>
Building Department
>
Building Plans
>
39216 Village Chase Apt 6035
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/3/2025 7:27:13 PM
Creation date
2/18/2025 3:26:18 PM
Metadata
Fields
Template:
Building Plans
Street #
39216
Location
Village Chase Apt 6035
Contractor
Coastal Reconstruction Gap
Building Plans - Permit #
14635
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
20
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
No. Revision Zissue Date <br />ROOF FRAMING PLAN NOTES: <br />1. DAMAGED TENANT ATTIC SEPARATION TO BE REMOVED AND <br />REPLACED, SEE DETAIL C/S2 FOR INFO. ALIGN OVER TENANT <br />SEPARATION WALL. <br />2. DAMAGED PRE—ENGINEERED WOOD TRUSSES © 24" O.C. MAX <br />TO BE REMOVED & REPLACED ABOVE ENTIRE UNIT. TYP. W/ <br />(1) HTS20 @ EA. BEARING LOCATION <br />3. SEE DETAIL A/S2 FOR GABLE BRACING INFO. <br />NOTE: FLORIDA STRUCTURAL ENGINEERING, INC. IS NOT RESPONSIBLE <br />FOR ANY DIMENSIONS, ROOF PITCHES, VAULT PITCHES, TRAY <br />LOCATIONS OR CEILING HEIGHTS. TRUSS COMPANY REQUIRED TO <br />FIELD VERIFY ALL DIMENSIONS, TRAY LOCATIONS, EXISTING <br />GIRDER LOCATIONS, SOFFITS, OVERHANGS, ROOF PITCHES, RIDGE <br />LINES AND BEARING CONDITIONS PRIOR TO CONSTRUCTION. <br />FLORIDA STRUCTURAL ENGINEERING, INC IS NOT RESPONSIBLE <br />FOR ANY FLASHING OR WATERPROOFING DETAILS. <br />ROOF PLAN <br />SCALE: 1/4" = 1'-0" <br />co <br />O <br />C\2 <br />0 <br />LO <br />LO <br />Q) <br />O <br />00 <br />C\2 <br />CO <br />d� <br />cd <br />O <br />U <br />� <br />w <br />w <br />�Q) <br />O <br />aw <br />N <br />C <br />t� <br />co 1 <br />O <br />C/-D <br />0 <br />cc <br />N <br />Z <br />N <br />• � <br />tx <br />O <br />PLI r <br />O <br />� <br />'b <br />U <br />O <br />E-1 A-4 <br />O <br />©iHFg ORAMM AIE 7W PRWOM OF RMU SIR MRAL d16 60K W_ <br />ANY RaRMTON OR UNAUM M UZ IS Monk <br />TO VERIFY ALL DIMENSIONS PRIOR TO START OF ANY <br />J. FLORIDA STRUCTURAL ENGINEERING IS NOT <br />FOR ANY DIMENSIONS. <br />RIDA STRUCTURAL ENGINEERING IS RESPONSIBLE FOR PROPOSED <br />NGES TO ORIGINAL STRUCTURE SHOWN ON THESE PAGES <br />Y. FLORIDA STRUTURAL ENGINEERING IS NOT RESPONSIBLE <br />EXISTING STRUCTURAL COMPONENTS. <br />Plans and specifications comply with the Florida <br />Building Code, section 1609 for 137 mph, 3 second <br />gust, wind zone. (2010 Ed.) <br />This drawing is valid for 12 months after the date <br />it is signed and sealed or until the requirements of <br />the 2010 edition of the Florida Building Code are <br />changed. <br />This drawing is signed and sealed for the structural <br />portions of the drawing only. Architectural, <br />electrical, or mechanical details, if shown, are for <br />visual reference only and are not covered under <br />this seal. <br />Project Name & Address: <br />VILLAGE WALK <br />39216 VILLAGE CHASE <br />ZEPHYRHILLS, FL 33540 <br />Date: Scale: <br />09/24/13 VARI❑US <br />Sheet: <br />
The URL can be used to link to this page
Your browser does not support the video tag.