HomeMy WebLinkAboutPRODUCT REVIEW AFFIDAVITPlanning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # _, C1 D(o ^ ou l k owners Name SPARKS
DESIGN PRESSURES SHOWN ARE MAXIMUM 2358 S. BROCKSMITH RD, FT
RF
P oepd?
_ Applicant 6° f Fr
PIERCE
SLNNNk:a
BY
St. Lucie Counh
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
+34 / -45
+65/-70
PGT
SH-5500 VINYL
NOA#17-0630.05
ALL
TYP. PGT ANCHOR SEE #1 AND #2 BELOW
Mullions
105 PLF
150 PLF
PGT
iX4X.375 ALUM TUBE
NOA# 17-0630.01
NA
SEE #1 BELOW, (2) PER CLIP
Fixed Glass
+34/-45
+/- 50
PGT
SH-55220 VINYL
NOA# 17-0614.09
ALL
TYP PGT ANCHOR (#1 BELOW) 6" FROM CORNER, 15" OC SIDES
Block Glass
Skylights
Sliding Glass Doors
+30/-35
-38.71-60(2.5°RISER)
PGT
5570/277OVINYL
NOA#17-0420.06
ALL
SEE#1 BELOW. HEAD (5)@PANEL MEETING, 2 INTERMEDIATE:(5) JAMB;(8) P HOOK
Swing Type Doors
French Doors
+34/-47
+/-50
PGT
FD-5555
NOA#18-1108.03
1
SEE#1 AND BELOW.I EAHINGE.I BETWEEN HINGES, 9' MAX OORNER AT HINGE SIDE
Garage Doors
N/A
Hurricane Protection
UNDERLAYMENT
-79
N/A
POLYSTICK
POLYGLASSTU-PLUS
NOA 17-0614.22
Roofing Material
-79ZONE 3
116@6*OC,58@12"
EXTREMEMETALFAB.
1-NAILSTRIP26GASTEEL
FPA#28059.5
Nq
#10X1""PANCLIP"AT6"OCZONE 3,12"OCELSEWHERE
$1) 1YPICAL PG7 HNI:nVK:g12X1-!/tl" ",m NSL SM6-66 UK 1/4"Xl-1/4" SMBSU ULTKACUN
42)12" MAX FROM TOP CORNERS, 30"®HEAD, 17.875" OC UPPER JAMB, 13.75" OC LOWER JAMB, 6.5" FROM BOTTOM
#3) 1 EA. HINGE 1 BETWEEN HINGES, HEAD: 4"FROM CORNER, LOCK SIDE:9"FROM T&B, 12" OC
#4) ZONE 3 IS 4'X4' SQUARE AT EXTERIOR CORNER OF ROOF, BALANCE OF ROOF 58 PSF MAX SPACE ANCHOR @ 12" OC
I have reviewed the above components or cladding and I have approved their use in this structure.
wind loads and forces specified by current code provisions.
Name: FRANK FARLEY
Design Prof:
PE
Cert. No.
Signature:
40111
These products provide adequate resistance to the
W.
E N S'-
Date. 2019-10-17 NO 40111
Tt =
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STATE OF
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