HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITREVIEWED FOR NVR- Business Use Only
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Planning&Development ServicesDepartment., LUCRE
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Building Permit # Owners Na me: NVR Inc DBA Ryan Homes Applicant: NVR Inc DBA Ryan Homes StLude County
Product
Opening
Design
Pressures .Pressure
Product
Rated
Design
Manufacturer
Model#
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
H 10 Wood Screw with sufficient length to achieve 1-1/4"embedment. Required anchors: Head(3), Jamb(3)
Mullions
NIA '
+/-75
PGT Industries
PGT
17-0630.01
N/A
Use Y."Tapcon with sufficient length to achieve a l Y."min. embedment with 2X" minimum edge distance
Fixed Glass
+29.65/-38.87
+/-58.9
PGT Industries
PW-220
17-0614.05
non -impact
#10 Wood Screw with sufficient length to achieve 1-2/4"embedment. Required anchors: Head(3), Jamb(3)
Sliding Glass Doors
+28.74/-42.62
+35.3/-89.6
PGTlndustries
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
+3D.64/-30.64
+67.0/-67.D
Therma Tru
3 O"X8
1 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 Y, Min Clearance to adjacent anchor 4". Anchor
iSpacing Max 18.5"O.0
Garage Doors
+25.911-31.39
+36/-42
Clopayl
160 model 73W6
FL 16546.4
N/A
Jamb to block an 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
TamkoI
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 products provide adequate resistance to the wind loads and forces specified by current code provisions.
Name: James Joseph Cantwell Signature: _JAMES+oSEPH CANTWELL I
I J ` a..
Design Prof: Architect Cert. No. AR0012079 Date:_ 4/16/2019pJatNq?
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