HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITft
Planning& Development Services Department'C2"i ^YBuilding& Regulations Division
IM
Product Review Affidavit
Building Permit # Owners Name: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes
NVR - Business Use Only
SCANNED
BY
St. Lucie County
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
POT Industries
SH-200
17-0630.02
non -Impact
# 10 Wood Screw with sufficient length to achieve 1-1/4"embedment. Required anchors: Head(3), lamb(3)
Mullions
N/A
+/-75
POT Industries
POT
17-0630.01
N/A
Use Y." Tapcon with sufficient length to achieve a 1 Y"min. embedment with 2 Y" minim um edge distance
Fixed Glass
+29.65/-38.87
+/-58.9
POT Industries
PW-220
17-0614.05
non -Impact
# 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
POT Industries
SGD-2500
18-0207.05
non -Impact
311V Topton 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.
3.0..40.1
FL 5891.5
N/A
rf W Tapcon Y", Min Embedment 1-1/4, Min Clearance to edge 2", Min Clearance to adjacent anchor4'; OR ELCO
Tapcon 1/4", Min Embedment 1-1/4", Min Clearance to edger, Min Clearance to adjacent anchor 4". Anchor
Spacing Max 18.5"O.0
Garage Doors
+25.91/-31.39
+36/42
Clopay
160 model 73W6
FL 16546.4
N/A
Jamb to block on vertical Jamb 1/4" X 12/4" min embedded Tapcon. Max spacing of 71/2" and 1" OD steel washer
required.
Hurricane Protection
N/A
+401-40
Eastern Metal
24ga Steel Panels
FL 11964.2
N/A
1/4"Tatter, Anchors, SO Tapcon or 1/4"X3/4". All points Solid -set Anchors.
Roofing Material
NIA
N/A
Tamko
N/A
FL 18355.1
N/A
Soffits (Panel Walls)
N/A
N/A
Ply Gem
Mastic5offits
FL 23352.1
N/A
Structural Component
N/A
N/A
Huber Eng.
ZIP System
I FL 17147.2
N/A
I have reviewed the above components or cladding and 1 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:_JAMES JOSEPH CANTWELL I
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Design Prof: Architect Ce I. No. AR0012079 Date:J
_4/16/2019 Ja�n9a�'9
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