HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVIT (2)Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name
Applicant:
Product
Opening Design
Pressures
Product Rated
Desi n Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
+32.37/-42.62
+50/-60 DP
Ply Gem
Series 4712 Flange
FL 14039.1
Non -Impact
# 10 Wood Screwwlth sufficient length to achieve 1-1/4'embedment. Required anchors: Head(3), Jamb(3)
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
UseY.'Tapcon with sufficient length to achieve a 1A' minimum embedmentwith 2 Y' minimum edge distance.
Fixed Glass
+29.65/38.87
+/-55 DP
Ply Gem
Series 4701 Flange
FL 14434.1
Non -Impact
# 10 Wood Screw with sufficient length to achieve 1-1/4'embedment. Required anchors: Head(3). Jamb(3)
Block Glass
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Skylights
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Sliding Glass Doors
+28.74/-42.62
+/-50 DP
Ply Gem
Series 4780
FL 14634.2
Non -Impact
316'TepwnwlhsuRciant lengm becNeve l-1/4'embedment. Required anchors: Head/SIII(6). Jamb(5) Each window.
Sjng Tyke Doors
+30.64/-30.64
+67.0/-67.0
ThermaTru
3'0'X6'0'SmoohSar Flba glass
FL5891.5
N/A
1VTepcan'/.',MnEmbetlment l-1/4', MN Clea an eto edge T. Min Clearaneto etllacent ancbw4'; OR ELCO Tepmi/4',Mn
F�reri�fl,Wors
N/A
N/A
N/A
N/A
N/A
N/A
N/A
A
&aaag Doors
+25.91/-31.39
+36/-42
Clopay
16X7 Model73W6
FL16546.4
N/A
Jamb to block anvenicalJamb 114'X11/4'minembeddedTopmnW—pacingaf711rand 1'ODstedwasherrequired.
Qru ricarne Protection
N/A
+40/-40
Eastern Metal Suplpy
24ga Steel Panels
FL 11964.2
N/A
1/4" Tapcon Anchors, SG Tapcons or 1/4" X 3/4". All points Solid -set Anchors.
Roof VfNCination
N/A
Roofing Material
N/A
N/A
Tamko
N/A
FL18355.1
N/A
6 nails per shingle. Standard type roofing nail, nail shanks should be 12 gauge wire and minimum heed of 3/8•.
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use,in this str ure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
,�� Q 1
Name: JAMES JOSEPH CANTWELL signature: seal
Design Prof: ARCHITECT Cert. No. AR00120.7 Date: 05/08/18
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