My WebLink
|
Help
|
About
|
Sign Out
Browse
Search
38150 North Ave
Zephyrhills
>
Building Department
>
Building Plans
>
38150 North Ave
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/20/2025 2:29:51 PM
Creation date
2/19/2025 12:46:56 PM
Metadata
Fields
Template:
Building Plans
Street #
38150
Location
North Ave
Contractor
Paul Schraper Const
Building Plans - Permit #
14637
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
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
W 1 Lv l- - L-T -- <br />ROOF CONNECTORS <br />SIMPSON CATALOG C-2013 <br />1. LUS28 W/6-1Od NAILS IN HEADER <br />AND W/6-2 1 /2" TITEN SCREWS IN THE CONCRETE. <br />UPLIFT 1165, PG.71 <br />2. HETA20 W/9-10d X 1 1/2" NAILS PER ANCHOR. <br />UPLIFT 720, PG.166 <br />3. ECCLLQ-SDS2.5 W/20-1 /4"X2 1 /2" WOOD <br />SCREWS IN THE MAIN BEAM AND W/ <br />10-1/4"X2 1/2" WOOD SCREWS IN THE <br />SIDE BEAMS. <br />UPLIFT UPLIFT <br />4910 MAIN BEAM 2350 SIDE BEAM <br />PAGE 64,65 <br />4, VTCR W/4-SD#9X21 /2" WITHIN THE SUPPORT <br />FRAMING AN W/3-SD#9X1 1/2- IN THE <br />VALLEY TRUSS. <br />UPLIFT 500 PG. 156 <br />5. LUS24 W/4-10d NAILS IN GIRDER AND <br />W/4-10d NAILS IN JOIST. <br />UPLIFT 490 PG. 70,71 <br />NOTES: <br />1. CONTRACTOR TO FIELD VERIFY ALL TRUSS ANGLES, <br />LENGTHS AND ROOF SLOPES. <br />2. PROPOSED ROOF COVERING WILL BE PER WALL <br />DETAIL ON SHEET NO.6. <br />2X4 CONTINUOUS STRONGBACK W/ (2)-16d <br />DOUBLE HEADED NAILS AT EACH TRUSS BOTTOM <br />CHORD; SPLICE ACROSS TWO TRUSSES. <br />N0.42712 <br />a • a <br />'0 STATE OF <br />.cv <br />DO NOT SCALE DRAWING . <br />The contractor shall verify all plans and existing dimensions <br />and conditions on the job site and shall immediately notify <br />the engineer in writing of any discrepancies before <br />proceeding with the work or be responsible for some. <br />Emails: rroberts.egi@gmail.com troutwein_clem@outloak.com <br />Digitally signed by <br />William H Roberts, PE <br />DN: cn=William H <br />Roberts, PE, o=EGI, <br />ou=Engineering, <br />email=rroberts.egi@ <br />gmail.com, c=US <br />Date: 2013.09.01 <br />16:53:35-04'00' <br />I HEREBY UE %i iFY: <br />THAT THE CONSTRUCTION PLANS SHOWN ARE IN COMPLIANCE <br />WITH CHAPTER 16, SECTION 1609 OF THE 2010 FLORIDA BUILDING CODE <br />FOR 150 MPH ULTIMATE DESIGN WIND SPEED (RISK CATEGORY II) <br />ALONG WITH THE ENTIRE 2010 FLORIDA BUILDING CODE, RESIDENTIAL. <br />EGI-ENGINEERING GREAT IDEAS, LLC <br />William H. Roberts, P.E. <br />1808 James Redman Parkway <br />No. 306 <br />Plant City, Florida 33563 <br />P.E. #42712 <br />TEL (813) 334-0271 <br />CA #29098 <br />8-26-13 <br />DATE <br />DT V UJD WITHOUT FOR SEAL. OR STAMP) . <br />x <br />a <br />,A' <br />MENNEN <br />-hk <br />�■.■■■■■■ <br />mi <br />■■■M■■■ <br />ME <br />No <br />No <br />No <br />^ <br />_: <br />r r <br />■o <br />��' <br />No <br />No,, <br />i <br />■o <br />■E <br />■o <br />ME <br />0. <br />■E <br />ON <br />r <br />r <br />_ <br />ON <br />■N <br />ME <br />■o <br />Mmi <br />Y <br />No <br />�r <br />No <br />■E <br />®o <br />■� <br />■o <br />__ <br />No <br />■� <br />No <br />_ _ <br />■E <br />i <br />' ■ II <br />�iIN <br />�I <br />IN <br />IN <br />■%-1 <br />� <br />-0 <br />IN <br />■I <br />IN <br />■L�___ <br />MENOMONEE <br />1 • <br />i <br />i <br />i <br />i <br />I <br />•r i <br />i <br />i <br />J <br />DnWN <br />CLEM TRAUTWEIN <br />N <br />=1'-0" <br />ID8-2.2-1354,210 OF 4 <br />
The URL can be used to link to this page
Your browser does not support the video tag.