HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online
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bproduct
�Y Approval
USER: Public user
^— Pmdud Aoorovat Men, >Proauct or Aoolicitiun Search > Aooiiration List>Ap Danil
FL # oAv.d
Application Type
Code Version
Application Status
Comments
Archived
�4;d�1•VGta
JUN 18 2020
ST. Lucie County, Permitting
Product Manufacturer
CGI Windows and Doors
Address/Phone/Email
10100 NW 25 Street
�������� ���
Miami, FL 33172
(Lmiger@pgtindustries.com
LIANCE
COMPLIANCE
CODE
/�+OMP
ST
A a LUCIE COUNTY
Authorized Signature
Jens Rosowski
)rasowski@pgtindus[ries.cam
BOCC
Technical Representative
Lynn Miller, P.E.
/
Address/Phone/Email
1070 Technology Dr
N Venice, FL 34275
�, 1
(941)486-0100 Ext 21142
Imiller@pgtindustri es. com
FILE COPY
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed A. Lynn Miller, P.E.
the Evaluation Report
Florida License PE-58705
Quality Assurance Entity Keystone Certifications, Inc.
Quality Assurance Contract Expiration Date 02/19/2023
Validated By Steven M. Unch, PE
J Validation Checklist - Hardcopy Received
Certificate of Independence FL23358 R4 COI Cent of Indeoendence.odf
Referenced Standard and Year (of Standard) Standard
TAS-201
TAS-202
TAS-203
Equivalence of Product Standards
Certified By
Sections from the Code
Year
1994
1994
1994
,. ...,. ..... ..� ...n A11/n flnnlnnnn
Florida Building Code Online
Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of products
I
Method 1 Option D
10/17/2019
10/17/2019
10/22/2019
12/10/2019
FL d
Model, Number or Name
Description
23358.1
SH-4000A
Non -Impact Single Hung Window
Limits of Use
Installation instructions
Approved for use In HVHZ: Yes
FL23358 R4 11 SH4000 CGI FPA.pdf
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. 58705
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
FL23358 R4 AE SH4000 CGI Eno Eval.odf
performance Information, anchorage details, and anchor type,
Created by Independent Third Party: No
siz acin Information.
23358.2
SH-4100A
Impact Resistant Single Hung Window
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
FL23358 R4 11 SH4100 CGI FPA.ndP
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. 58705
Impact Resistant: Yes
Created by Independent Third Party: No
Design pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
FL23358 R4 AE SH4100 CGI Eno Eval.odf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing Information.
Beck Nett
contact c 06113 Blair Sbne noaE. Tanabznee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. eoovnoht 2007-2013 State of Rules.:: Prwwv Statement :: AcMssue y Statement :: Refund Snremen[
Under nodda law, small addresses are public remrds. If you do not want your a -pall address released In response to a pubuic-records request, do not send electronic
mall m this entity. Instead, contact Me offire by phone or by tmdtional mail. Ifyou haw any questions, please contact 850.487.1395.'pursuant to Section 455.275
(1), Plcdda Statute, offam , October 1, 2012, Ikensees Ilmnsnd under chapter 455, F.S. must provide the Department win an small address a May have one. The
emaas provided may he used for official communimdon with the Iiremse. However email addresses are publc record. If you do not wish to supply a personal address,
please provide the Department with an email address which can he made available to Me public. To determine IF you are a licensee under chapter 455, F.S., please
ctahum-.
product Approval Auepts:
kPWI®®R9®
Credit Card
Safe
... .... , , A0L7
SERIES 410DA IMPACT RESISTANT SINGLE HUNG
WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED S TESTEOTO COMPLY WI1H THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE, NCLUDING T HE HIGH
VELOCITY HURRICANE ZONE (WM,
7) SHUTTERS ARE NOT REQUIRED WHEN USED IN NRiOBGRNE DEBRIS
REUIONS.
3) MASMRYANCHORS MAY BE UGED INTO WOOOAS PER TABLE ALL
W000 BUCKS LESS THAN 140 THK:ILARE TO BECONSIDERIMo 7X
NSTAUATIONS. IX WOOD BUCKS ARE OPDONALFUNIT IS INSTALLED
OMECMYWSUBSTRATE. WO°OBUCKSDEPICTEDAS2XAREI40 5
THICKORGRFATER 1XANI) 2K BUCKS MHENUSSD) SHALLBE
DESIGNED TOPROPER.YTRANSFER LOADS TO THE STRUCTURE WOOD N
BUCK DESIGN AND INSTALLATION IS THE RESPONSOLLTTY OF THE
ENGI NEER OR ARCHITECT OF RECORD.
AI MMOR EMBEOMENTTOBASEMATERVLLSKA L SE BEYOND WALL
OREGSNO OR STUCCO. UWMCHORS OFSUFFICIENTLENGOL
INSTAUAMON ANCHORS SHOULD Be SEALED. OVEFALL
GFAUN(YRAGNING STRATEGY FOR WATER RESISTANCE OF
INSTALLATION SNALL BE GONE BY OTHERS AND ISBEYOND THE SCOPE
OFTHESEINSTRUCTIONS.
5)S INS ME REQUIRED ATEACH FLAT GE ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TOTHE SUBSTRATE. USE SRMG CAPABLE
OF TRLNSFERRINGAPPLBED LOADS.VA3C0 BUCKS, BY OTHERS, MUST BE
SUFRCIENTIYANMOREDTO RESLRTIDA09 IMPOSED ON THEM BY11tE
YJNDOW.
B)THE ANCHORADE METHODS SMDWN HAVE BEEN DESIGNED TO RESIST
TREMD LOADS COMESPONDNG TO THE REQUIRED DESIGN
PRESSURE. THE 33•I13%STRESS INCREASE HAS NOTBEEN USED IN THE
DESION OF THISPRODUCT. THE IS LOADOURAHCN FACTOR WAS USED
FORTHE EVALUATION OFANCHORSINTO VaDOD. ANCHORST IATCOME
COMACT OTHERDMEETME
REQUIREMENTS OFTHE FLIXU)ABUILDING CODEFORCCRROSION
RESISTANCE
MEETING
SPIVNOM. d18•NOM.
GLASSSTACK GLASSS7ACK
it8•PTTNceImGUSS 1WHEATSTRENGTHENEDGLASS
.OSO•PVB .OBD m
IVANNEALEDGLASS 1/1THEAT.SI1RENGTGENEDGLASS
-1111OTIP`` 62-I18-BUCKWltDTH
6lVBUH SEEG.C.M
NO ANCHORS TAE3.—
I
TEQUIGffJD !MA, IE S
11 1r—D I
AB 1M18T
MSIBLEUGW
C
S
TABLE]
A l.
BUCK SEEO.C.ON
TABLES
f
HEIGHT SHEETS
'
3slre
T I TB• ,
W91BLE
TIP•TO
LIGHT O.11/te•
V SGELIGHT
TIP
HEIGHT,.
LTM
BVCMAX.
B REQUIRED IN
561 .'
TYP. FLANGE FRAME '`
ANCHOR LOCATIONS fill MAX: SIZE
5/18' LAMMI GLAZING 5/18" LAMI. GLAZING
GIASSTYPE1 GLASSTIIPE3
TABLE 1'
Laminated Glace Types
1 VS'AGReNOS, 0.09P PVB. tIe•AnnAMAa
Z tIB Heel-etrmSNmed, O.OBO• PVB, 1R• HealtNenSlNrned
INIERLAYFA MAY BE SAFLEIUPVB OR TROSFOL PVB
i
M
AB
NUBILELE LIGHT
1'
35-IV
VISISIE
LIGHT 6T-ttn8'
M91B E
LLGHT
L—D
T7•
BUCK
MEIOHT
TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS LS! MAX. SIZE
(INSTALLED WITH BCREWST
TYP. GLAZING DETAIL
SH WINDOW INSTALLATION
:NERAL NOTES & ELEVATION
ADDED 983 SEALANT
J
DESIGN PRESSURE RAT0121
IMPACTERFRG
+55/5PSF
_
RATEOFOR7ARGESSWLL
MISSILE IMPACT RESISTANCE
�+ 52D NB• U MDIH �.
I
C
8 }TO.G
1
77-
BUCK
HEIGHT
3-74'MAX J 1 ° , ,,. O.Q
TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS M MAX SIZE
(INSTALLED WITH NAILS
09/20/17
10/03/19
SH4100A I NTS I 1 OF 4 1 SH4100FLPA I D
1
q&tNe
MSIBIE LIGHT
1!
WM
VIG
"T
uGHr a-tmc
LIMIT
N 11IIIng7
No.S8705
i O/ •
�S•'.;GLORIOA.: G,\ate
'4S �OJYALGE�t`
A LYNN MILLER. PE.
EMBEDMENT
EDGE
DISTANCE
NOTES
1) WE ONLY SUB6TIRAMAPPRO14tWTE
ANCHORS LISTEDINTABLEZ FOLLOW
EMBED MENTP
LdRS.ANY INSTALLATION OPTM
SHOWN MAYBE USm ONANY 91OE W
THE WINDOW.
216WSONRYANCkWR6 MAY BE USED
IMOVA]ODAS PERTABIEZALL W000
BUCKS IESS THAN I-1?TMCKAREIO
BE CONSIDERED I%IN9TAWBON91% e�
YAOD BUCICiARE OPM1NALff UNOIS '
INSTALLED DIRECTLY TQ SUBSTRATE
WOOD BACKS TEFLIE0A32%AREK1�S1
TMCK L; Eo)ST B MID 2%Bl1CJ0
M1ff.N USED) 6HALL BE OESIONED 7.0
PROPERLY TAA100D B LOADR TO THAE�pO�_.
STRUCTURE. YADOD 1;HONGBl
OBTAl1ATION LS THE RESPONSIBILITY
THE ENGINEER ORARClSTECT OF
RECORD
31 SEESHEET t S TABLE 2 FWR SPACBK3
REQUIREMENTS.
4) MAX SHIM THICXM!SS TO BE IM'.
5) GLASS SHOWN IS FOR ILLMSTRATNE
PURPOSES ONLYAND NAY OIFFERTO
MEETDESIGNREQUSUM 1 E
NOANCHORS REGIARED W
FLANGE FRAME SILL
VERTICAL SECTION B-B
— TIP-Tc,:npwDTH —
HORIZONTAL SECTION A -A
EMBEDMENT
EDGE
.'� DIBTAN<
EXTERIOR
a
nch Aor
Suburb
Mlnmwl
Edge
DistanceIAaa5a0
Nlnimum
BOMdmaIA
max. O.C.
(mm l Beim
RaIB
P.T. SoutAam Ph*(SG=.55)
9/16• -
"a-
21•/27
M2 Steal
Ems
AIm&Iom,80S1-TSMA
3/8'
O.WB'
21'/2T
Salaw_[
F�4@
.RI.I2T_
A36 Steel _.....
--3W
GOW
21'/ _
P.T. SOIANBnI Fine (50-.55)
1•
I3
21'123'
IN Steel
Oorcmte(min. 2.9 kai)
1-1/8'
13B'
21.123'
NBaean
Glm W CMU, (ASTM C90)
2-1/2'
we
21• I
lhV.Lbd CMU, (ASTM C90)
1-1/8' -
v
-14.112-114'
m1'
1318'-21'/Zi'
(min. 3.35 ka0
r
1314-
21.12T
cmb,FT [
(min335 ke1)
A
2.1/2'
1'
21.123'
UMU, (ASTM G90)
1314-
1-114•
21.127
)`LJMImMUJIU wLIMIMIyBVYiD FORGJtltl{ CMU MGIALTIONS. il1TE.
� vNGRouIm cMu• vALUEs My eE useD wa GRCUIED cmu APPurnmoNs.
SH WINDOW INSTALLATION J ROSOWSKI
3;,- mv:
INSTALLATION FOR FLANGE WINDOWS 09/20/17
een.-
D) ADDED 983 SEALANT JR 10/03119
--o-4.E Scab: g;.e TAwM Ate. RTr
SH-4100A NTS 1 2 OF 4 I SH4100FLPA I D
W STALLED INTD AP W C%'ED
AWNWAL STEEL FRANMO
OR STEEL STUD.
MULLION SECTION
APPROVED MULLION, MAY BE
VERTIO LORHORIZONTAL
* j N. W705 t.
VERTICAL SECTION D41
EMBEDMENT
ice__= BUCKWDTH
HORIZONTAL SECTION C-C
AoePar
BuP6mb
tmn.
TrMrdmnit0r
YPbI rrdmw
Yln.
0,
DLAnm
Mr+.OncoMsr
DI6nm. 0.0
Yrn.
Comer
pdbnm
2•t7 x.113'Bmi
P.T.SMMm P'vx ISO
®Fleadl90
6• a Ja
2-T/S•
2-1Z A.111'Cvxnm NrO
P.=S -Pl (6G-.
2-W x.145• RmA NSI
P.T. 6wGlvm Pine SG =.55)
•10 Slnl 6YS Scw (OS)
P.T. Sw0vmP (so-.W)
13m'
112.
179T4 ® H S10
IFQJ w
8.1w
Numinum, 8061i5 mM
0.I,,
YB'
SbY BW1. 0r. 11min
O.OST
Sm'
AM SmI
D.MP
3/8'
112S�SMSSv (GB)
HANCHORMUSTECTexoArmnwmnw-..e=.,.e
P.T.SRMIvm Pine(W-W)
1.V0'
P'IV
1]$'/8'®Hm418i0
20'@J tm
&12'
Al 1bm, 6—�Ta n11°'
0.12
T/iV
SIGN StuO. 0r. 33 min
0.Fi
T/1V
A39 St.?
ems....-.. .._..._..
O.OBP
_
D16'
2)PMHFAD, FLATHEAD OR HE%LEAD ME ACCEPTABLE FbRtltO SCRtlrl, FOR! t2 SCREW, USE
ONLY PAN)TAD OR HMHEAD.
NOTES
1) USE ONLY SUBSTRATE MPROPmATE
MCHpRS LISTED IN TABLE &FOLLOW
E EMBEFAENTAND EDGE DISTMCE LIMITS.ANY
VCE INSTALLATION OPTION SHOVM MAY BE USED ON
ANYSIDE0F D1ENWppW.
tmx
2)2INDOOFRAMING 0RRUCK I-IZMICNOR
SH WINDOW INSTALLATION
GREATER,
OmMtl¢x
3)SEE MEET IFDRSPACING RECUIREMENTS.
INSTALLATION FOR FIN WINDOWS
4) MAK SHIM MICIDIESS TO BE 1/4'.
+
D) ADDED 983 SEALANT
S)GLASSSHONg ISFONIU.WTPATNE
PURPOSES ONLY AND MAY DIFFER TO MEET
Smv/1feY1:
smla
Scorn
DESITMREDUIREMENTS,
SH-4100A
NTS
3 OF 4
EMBEDMENT
EDGE DISTANCE -+{
APPROVEOALUMIMM,STEEL
FRAMUIG0RBTEELSTU0.
MULLION SECTION
APPROVED WU*K MAYBE
VERTICAL OR HORR.ONTAL
®Im t Hed=
mm WIRdcm d1000m
J ROSOWSKI
nn uau m.n vnr n mr.
Oob: m: a.rruur I L—YN—N EF
09120,17 P EPARED BY LYNN M0lE1
SH4100FLPA I D
SHOPM
INSTALLED
DIREMY IN10
PETAL
BID STEEL
rSM9 GS)GS) (
SELFG
No. 60705 i.
Item
g
Dow"PDon
1
Flange Fteme Hand
2
Flange Fmme SIII
3
Flange Fmme Jamb
4
imegml Fin Fmme Head
5
balegral Fin Fmme Sill
e
integral Fin Frame Jamb
"7
Seen Bottom Rail
e
Sash Top Rail
O
HD Fixed Meeting Rein
10
Sash Side Rail
11
Sash Bottom Look
12
Vinyl S®h Stop
20
Vinyl Bulb, Flex PVC 70
23
Fixed Meeting Rail Plug Gasket, Rigid PVC
24
WStp.,187' X.230' Fin Seal
25
Sash Side Rail Gasket. Polysthelyne
28
lBalanco Takeout Clip
27
Balance
28
Seen Cam, Nylon
28
Sweep Latch, Zinc
30
NO XS/O' Ph. FI. SMS Latch Scmws
37
Setting Block 11W x 1/2' x 1'. EPDM
38
Sash Bottom Lock Spring
38.
Glazing.Sealant
40
Glass Read (Lam. Glass)
OHEADFLANGE FFME AD
Bo61TII1 NLM
OFLANGE Fl A SILL
swXTSaLU NA W
D77
a000' I
Soo• I+-
aw
' FLANGE FRAME.YVAB
6o8T-Te AtU1JINUM
.ose
a6se• —� aas. I 1
6TS
asv
Lt2s .oso• tzzs
.0
62,
INTEGRALFINFPL(@ o T6mUMNUU ME SILL OI�.7 AFlw� EJluae OSASH SOMM e `Io PLUMMIA
ear
IUr—J .--ai .e/a•
-II-�I+- 826' —�
1.002•
O�1-WAUUNNIa1G FLAIL 10 TSASK6xUMINUN it Go6RAIL Ys LM69N m PNL
SH WINDOW INSTALLATION
MATERIALS
D ADDED 983 SEALANT
s --- s- sn.x w,ryy Nx
SH4100A NTS 4OF4 SH41
.Wr T
L12s
_.ow
eez
.oez �—
A m GP/LLFINFRAAIS E'AD
6063•i6 ALUMNUIN
L
tme'
0&2
2e6+'
OSASH TOP RFA
0093Te AUR6NU4
L�
Ault,Impact Resbtanl
VOadoM & DWIPS
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`•
ay
JROSOWSKI!qP°"°'t®1'
��
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CbL'
�W u- KU-RIVE
09l20/17
qIIEP
9 e
to ORE
N.vFJ'UCE. FLSAZI6
� � I � I'
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ovb:
JR
10/03/19
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