HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITSCANNED
_ Planning & Development Services Department BY
gpjr
Ir
Building &Regulations Division
�- St. Lucie County
Product Review Affidavit
Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes
MAY 13 2019
a. Lucie County, Perm
Business Use Only
Product
Opening
Design
Pressures
Product
Rated
Design
Pressure
Manufacturer
Model If
Product
Approval
Number
Glass Type
Method of Attachment
Windows
+32.37/-42.62
+50.2/-50.2
PGT Industries
SH-200
17-0630.02
non -impact
It 10 Wood Screw with sufficient length to achieve 1-1/4"embedment. Required anchors: Head(3), lamb(3)
Mullions
N/A
+/-75
PGT Industries
PGT
17-0630.01
N/A
Use Y." Tapcon with sufficient length to achieve a l Y,"min. embedment with 2 Y" minimum edge distance
Fixed Glass
+29.65/-38.87
+/-58.9
PGT Industries
PW-220
17-0614.05
non -impact
A 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
+35.3/-89.6
PGT Industries
SGD-2500
18-0207.05
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
Therms Tru
3'0"x8'0"
FL5891.5
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 1-114", 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 16S46.4
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 Tapcon or 1/4"X3/4". All points Solid -set Anchors.
Roofing Material
N/A
N/A
Tamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic Soffits
FL 23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
FL 17147.2
N/A
I have reviewed the above components or cladding and I have approved their use in this structure. These produar provide adequate resistance to the wind loads and forces specified by current code provision.
Name: James Joseph Cantwell Signature:_JAMESJOSEPH CANTWELL rokiloagly
Design Prof: Architect Cert. No. AR0012079 Date: _4/16/2019
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