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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # Owners Name Applicant:
Product
Opening Design
Pressures
Product Rated
Design 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-R2
Non -Impact
# 10 Wood Screwwith sufficient length to achieve 1-114'embedment. Required anchors: Head (3), Jamb (3)
Mullions
N/A
+/-75 DP
Ply Gem
Series 4700 Flange
FL 15264.2
N/A
Use'W Tapmn with su0ldient length to achieve a l''Wminimum embedment with 2'h' minimum edge distance.
Fixed Glass
+29.65/38.87
+/-55 DP
Ply Gem
Series 4701 Flange
FL 14434..1
Non -Impact
# 10Wood Screwwilh sufficient length to achieve 1-1l4'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
+1-50 DP
Ply Gem
Series 4780
FL 14634.2
Non -Impact
3/16'Tapmn with sufficient length to acneval-1/4'embedment Required archors: Heai(6). Jamb(5) Each window.
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
ThermaTru
3'0-x6'0' Smooth Star Fiberglass
FL5891-R5
N/A
ITW TapmnW. MN Embedment 1-114'. Min Cleamnoe to edge P, Min Clearance to adjacent andnr 4; OR ELCO Tepmn 1/4-, Min
I
.French Doors
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Garage Doors
+25.91/-31.39
+36/-42
Clopay
16x7 Model 73w6
FL16546.4
N/A
Jamb la block onveremlJamb 1/4'%11/4'min embedded Tap —Max spacing of 712'and i'OD steel washer mqulred.
Hurricane 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 ventilation
N/A
N/A
Tamko
4' Standard Off Ridge Vent
FL 5219.3 R3
N/A
11Ga,minl-1/4' Corrosion Reslslanl;SmmNRm6rgNalls.6'O.C.mexand l'homouteredgaflarge112fromeach end
Roofing Material
N/A
N/A
Tamko
N/A
FL18355-R3
N/A
6 na0s per shingle. Stallard type roofing nail, nad shanks should be 12 gauge wire and minimum head of 316'.
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adeq4A.
o the
wind loads and forces specified by current code provisions.
Roland A. Abouchacra RolUCN
Name: SiAR NO 93723gnature:
Design Prof:
Cert. No.
Date: