Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Product Review Affidavit
a q Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit 1703-0330 Owners Name Lennar Homes, LLC Lot 197 2505 Model Meadowood File Copy Applicant: Lennar Homes, LLC - Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment Windows -48.2/+36.6 + / - 60 MI Windows 185 SH 17499.2 IG 3/16" x 2-3/4" Tapcons - 1-1/4" Embedment Mullions -44.8/+34.9 + - 82.8 MI Windows 5765 mull 15353.4 N/A 1/4" Tapcon @ Clip/#10 x 1" Self Tap @ bar Window Twin -44.8/+34.9 + / - 45 MI Windows 185 SH Twin 17499.7 IG 3/1611 x 2-3/4" Tapcons - 1-1/4" Embedment Block Glass Skylights Sliding Glass Doors -36/+32.9 + / - 50 MI Windows 630 Series 16133.4 IG 1/4" Tapcons/1-1/411 Embedment/ Swing Type Doors -41/+37.8 -50/+50 Thermatru Smoothstar 15037.3 Impact #1ox2-1/2" wood screws at frame and 1/4x2-1/4 tapcon at sill French Doors Garage Doors -38.8/+31.9 + 42/-48 Clopay 73 W7 FL# 5684.3 N/A Wood bucks with 1 5/8 wood lag per Manufacture height requirements Hurricane Protection +75 / -75 (max) +/- 20-75 G,° 1Proled1on Pmdu .LLC 24gag°g,M L,ddeel.lonnpuml FL #15076.2-R4 N/A Sofid Set Anchor w/neoprene washer& Truss Head Screw or PanelmalewWngnut(min 718"embed) Hurricane Protection R©of-Ventitatefi- +75 / -75 (max) +/— 20-75 GobelPmtedionPmduds.LLC GPPFabdcShuder-Sehes20M FL #15088-R1 N/A Solid Set Anchorw/neoprene washer& Truss Head Screw orPanelmalew/wingnut(min 718"embed) I Roofing Material 35.9 B o ra I Barcelona 900 FL7849.2-R 10 N/A 2 10 RS Nails per tile rsoral boral I iie peal 1-L1431 f-Mt oull /iullellrl(�]. Revised 07/22/2014 ICP Adhesives AH 160 FL6332-R7 Foam attachment for hip & ridge tile .:dtlllryr. 4, r- 1 1� `"ae I have reviewed -the above components or cladding and I have approved their use in this structure. These products provide ad Au 'ee cq rco the wind loads and forces specified by current code provisions. :' ' '��� � i4/7`� /� IwZlks f °9n 5 Name: Signature: � am �. -ATE OF i Design Prof: Cert. No. 27�� /,57 Date: �� P T A% �� .: 4J� 1 "'I r I, 111%1�