HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVIT 7-27-18GGAN NW,
Planning & Dehe% rWO ices Department
Building & Regulations Division
Product Review Affidavit
f
JUL 2 7
rSl'-cie County, Pe,mitt;',,', '
Building Permit # XSQLA " COl (p \ Owners Name bLNL?_'1v1c &loa Q�Iny c.>S 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 14039.1
Non -Impact
p 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
UseY.' Tapcon with sufficient length to achieve a 1X' minimum 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
910 Wood Screw with sufficient length to achieve 1-1/4'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
+/-50 DP
Ply Gem
Series 4780
FL 14634.2
Non -Impact
3/16' Topmn with sufficient length to achieve 1-1/4'embedment. Requimdanchom:Head/SEI(a).Jamb(5)lachwindmv.
Swing Type Doors
+30.64/-30.64
+67.0/-67.0
ThermaTru
39kB'0'SmoothSlarFlberglass
FL5891.5
N/A
WTepmn Y.',MnEmbedmeni l-tfd',Mn Clea enmbedge 2,kTm Ceamnm oediamnt entivd'; OR F1C0 Tepmn lfd'.Mn
French Doors
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Garage Doors
+25.91/-31.39
+361-42
Clopay
16X7 Model 73W6
FL16546.4
N/A
Jamb to black onveNceljamb 114'%1114'min embedded Tapmn. Max spacing of 712'and V OD steel washer required.
Hurricane Protection
N/A
+40/-40
Eastern Metal Supply
24ga Steel Panels
FL 11964.2
N/A
1/4" Tapcon Anchors, SG Tapcons or 1/4" X 314". All points Solid -set Anchors.
Roof Ventilation
I
I
I
I
I
I N/A
Roofing Material
N/A
N/A
�Tamko�
N/A
�FL18355.1
N/A
S palls par sbingla. Standard type roofing nag, nail shanks should be 12 gauge wire and minimum head of 3/3'.
Revised 07/22/2014
I have reviewed the above components or cladding and I have approved their use in this
wind loads and forces specified by current code provisions.
Name: JAMES JOSEPH CANTWELL Signature:
Design Prof: ARCHITECT
ST. LUCIE COUNTY
3UILDING DIVISION
REVIEWED
FOR COMPLI C
HF Vrt_W EW
B
PLANS AND
MUST BE KEPT
Cert. No. AR00120
ARE SU'5JECT TO ANY CORRECTIONS
REQUIRED WY FIELD IMFECTOnS T hAT
WAY DE NECESSARY IN ORDER TO
COMVI:( WITH I ALL APPLIC RI F CODES.
nR
These products provide adequate resistance to the
Date: 0 6/2 6/ 18
CONCEALED FASTENERS OR ATTACHMEKI
ARE -THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD ,
seal