HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVIT 1-10-19OL
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Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit N Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes
SCANNED
BY
St. Lucie County
NVR - Business Use Only
Product
Opening
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model #
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
N 10 Wood Screw with 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
Use Y." Tapcon with sufficient length to achieve a 1 W min. embedment with 2 Y=" minimum edge distance
Fixed Glass
+29.65/-38.87
+/-55 DP
Ply Gem
Series 4701 Flange
FL 14434.1
non -impact
N 10 Wood Screw with sufficient length to achieve 1-1/4" embedment. Required anchors: Head (3), Jamb (3)
Sliding Glass Doors
+28.74/-42.62
+/-50 DP
Ply Gem
Series 4780
FL 14634.2
non -impact
3/16" Tapcon with sufficient length to achieve 1-1/4" embedment. Required anchors: Head/Sill (6), Jamb (5)
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
Therma Tru
3'01.x8101,
FL 5891.5
N/A
ITW Tapcon Y.", Min Embedment 1-1/4", Min Clearance to edge 2", Min Clearance to adjacent anchor 4"; OR ELCO
Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edge 1", Min Clearance to adjacent anchor 4". Anchor
Spacing Max 18.5" O.0
Garage Doors
+25.91/-31.39
+36/-42
Clopay
16x7 model 73W6
FL 16546.4
N/A
Jamb to block on vertical jamb 1/4" X 11/4" min embedded Tapcon. Max spacing of 71/2" and 1" OD steel washer
required.
Hurricane Protection
N/A
+40/-40
Eastern Metal
24ga Steel Panels
FL 11964.2
N/A
1/4" Tapcon Anchors, SG Tapcons or 1/4" X3/4". All points Solid -set Anchors.
Roofing Material
N/A
N/A
ITamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
1PlyGem
I Mastic Soffits
FL 23352.1
N/A
Structural Component
N/A
N/A
lHuberEng.
IZIP System
I FL 17147.2
N/A
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the wind loads and forces specified by current code provisions.
Name: James Joseph Cantwell Signature:
Design Prof: Architect Cert. No. AR0012079 Date: _ 1 10 2019
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