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Prpdgct Anorpval Menu > Product or Application Sgarrh > Application Lis[ > Application Detail
FL # F1 -29078-R1
Application Type Revision
Code Version 2017
Application Status Approved
Comments
Archived
Product Manufacturer CGI Windows and Doors
Address/Phone/Email 10100 NW 25 Street
Miami, FL 33172
(305) 593-6590
Lmiller@pgtindustries.com
Authorized Signature Sens ROSDWski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext 21142
lmiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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. Urich, PE
4 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL29078 R1 COI Gert of Independence.odf
Standard
ASTM E1300
TAS -202
Year
2009
1994
haps://floridabuilding.orglpr/pr_app_dtl.aspx?param=wGEVXQwtDqugvQUWv761 gmM6... 9/612019
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
amn
Method 1 Option D
04/18/2019
04/18/2019
04/25/2019
06/18/2019
Page 2 of 2
FL # I Model, Number or Name
Description
29478,1 SGD-4025A
Non -impact, Aluminum Sliding Glass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL29078 R1 ]I SGD-4025A - 2. df
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. PE -58705
Impact Resistant: No
Created by Independent Thlyd Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
FL29078 R1 AE c; 4025A - Eng EYalb ndf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
29078.2
SGD-4130A
Impact Resistant, Aluminum Sliding Glass Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F 9078 R1 II D 4130A. f
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. PE -58705
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
EL29078 R1 AE Eno Eval SGD-4130 Window odf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
Contact Us :: 2691 Blair Ston,& Road, Tallahassee FL 3239,9 Phone; 850-487-1824
The State of Florida is an AA/EEO employer. Coovrdaht 2007-2013 State of Florida ;; Privacy statement :: Accessibility Statement :: gefuqd„5tatgmeo
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487,1395. *Pursuant to section 455.275
(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The
emails provided may be used for official communication with the licensee. However email addresses are public. record. If you do not wish to supply a personal address,
please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please
click be=.
Product Approval Accepts:
® U 00 FF
Credit Card
Safe
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqugvQUWv761 gmM6... 9/6/2019
SERIES 4130A IMPACT RESISTANT SLIDING GLASS DOOR
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE
CURRENT FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
2) SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS REGIONS -
3) MASONRY ANCHORS MAY BE USED INTO WOOD AS PER TABLE 1- ALL WOOD BUCKS GESS THAN
1-112" THICK ARE TO BE CONSIDERED IX INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT
IS INSTALLED DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1 YC' THICK OR
GREATER 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS
TO THE STRUCTURE. WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE
ENGINEER OR ARCHITECT OF RECORD.
4) ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
USEANCHORS OF SUFFICIENT LENGTH. INSTALLATION ANCHORS SHOULD BE SEALED. OVERALL
SEALING)FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY
OTHERS AND IS BEYOND THE SCOPE OF THESE [INSTRUCTIONS.
5) SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE THE PRODUCT IS NOT
FLUSH TO THE SUBSTRATE USE SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD
BUCKS,BYOTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM
BY THE DOOR
5) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED To RESIST THE WIND LOADS
CORRESPONDfNG TO THE REQUIRED DESIGN PRESSURE. THE 33-1/3% STRESS INCREASE HAS
NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. THE 1.8 LOAD DURATION FACTOR WAS USED
FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME INTO CONTACT WITH
OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUIREMENTS OF THE FLORIDA BUILDING
CODE FOR CORROSION RESISTANCE.
Anchor
Group
Anchor
Suhntrate
Minimum
Edge
Distance
m
EM MiinimunFmu nt
Pine (SG = -55)
9116"
1-318"
#12Southem
Ste
Steel, 18$ SS a 4SMS Savor 411D 0
SS
Aluminum, 6063-T5 min.
315"
116"
Steel Stud, 16 Ga„ Gr. 33 min. 30"
0.0.586"
A36 Steal
318"
0.050"
A
114" steel Ultrecon
Concrete (min. 2.9 ks))
2-112"
1"3!8"
Ungrouted CMU, (ASTM C-90)
2-V2"
1-114"
Southern Pine (SG = .55)
1"
1-318"
Concmte (min. 3.35 ksi)
2-112"
1-314"
114'410 SS CreteFlex
Ungrouted CMU, (ASTM Com)
2V2"
1"114"
Southom Pine (SG - _55)
1"
1-318"
114" steel Ultracan
Concrete (min. 2.85 ksi)
1"
1-3f8"
CMU, (ASTM C-90) 1'
1-114"
B
11V'410 3S CratBFlalt
-ted
�_Ungmu
C nClate (min. 3 35 ksi)
1"
1-314"
Ungrouted CMU, (ASTM CAO)
1-114"
1-114"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE
2) "UNGROUTED CMU' VALUES MAY BE USED FOR GROUT -FILLED CMU APPLICATIONS
3) ANY ANCHOR HEAD TYPE IS APPLICABLE.
6"MAX
28-314" MAX. D.C.
ANCHOR GROUT
18" MAK. O.C. Fi
ANCHOR GROU
DESIGN PRESSURE RATING IMPACT RATING
+5551-555 PSF RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
3 ANCHORS FOR ANCHOR
GRnnPA fCWr l
TYP. ANCHOR LOCATIONS
4 PANEL. 2 TRACK BYPASS OXXX
CONFIGURATION SHOWN.
UNLIMITED NUMBER OF PANELS IN ANY 2 -TRACK OR 3 -TRACK CONFIGURATION USING VERTICAL
CONDITIONS SHOWN ON SHEET ARE APPROVED AS LONG AS THE PANEL DLO WIDTH DOES NOT
EXCEED THE TESTED OLD WIDTH OF 40-5l8" AND THE TESTED FRAME HEIGHT OF 98" IS NOT
EXCEEDED.
ADDITIONALLY, FOR INSTALLATIONS IN THE HVHZ, MAXIMUM FRAME AREA OF 194.5 SQUARE FEET
MAY NOT BE EXCEEDED.
Impact Resistant
Windows & Doors
WFBESMN&M-
STly Y. tiviM ln��t. MlvklM, ll ]Illi
ill: JP3.11l.ifll I Fvv: i4f.5lYM59!
98" MAX.
FRAME HEIGHT
Iffil
1
EDGE
DISTANCE
EMBEDMENT
1
FRAME
HEIGHT
114" MAX.
CONT. SHIM
OR GROUT
EUGE
DISTANCE
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE TABLE 1., SHEET 1
DETAIL
114" MAX. SHIM
2 -TRACK HEAD
SHOWN, MAY ALSO
BE 3 -TRACK, #4
rMED PANEL
14 DETAIL 0 SILL
3D
2-TRACKSILL
' ,SHOWN, MAY
ALSO BE
3 -TRACK, #5
DETAIL l B)
EMBEDMENT
TYP. ANCHOR TYPE, EMBEDMENT AND EDGE
DISTANCE PER SUBSTRATE, SEE TABLE 1, SHEET 1
PANEL CLP ONLY USED
39 24 IN CONFIGURATIONS
WITH A FIXED PANEL
DETAIL @
DETAIL C SIMILAR
I— 114' MAX. SHIM
--J FOR ALL FRAME MEMBERS
�.� IN A 3 -TRACK
CONFIGURATION THE
Y OUTER ROW OF ANCHORS
r MAY BE INSTALLED IN
EITHER THE EXTERIOR OR
INTERIOR TRACK.
TYP ANCHOR TYPE,
EMBEDMENTAND EDGE
DISTANCE PER SUBSTRATE,
SEE TABLE 1, SHEET 1
EXTERIOR-
I
EDGE
DISTANCE
2738)
UMBEOMENT
28 �—
3-TRACKJAMB KSHOWN, MAY
DETAIL E 3D
/�/'
/
NOTES
371
�I 7
1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS
LISTED IN TABLE 1. FOLLOW EMBEDMENT AND EDGE
DISTANCE LIMITS.
'
2) MASONRY ANCHORS MAY BE USED INTO WOOD AS
PER TABLE 1. ALL WOOD BUCKS LESS THAN 1-12" THICK
ARE TO BE CONSIDERED 1 X INSTALLATIONS. 1X WOOD
BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY
I
TO SUBSTRATE WOOD BUCKS DEPICTED AS 2X ARE
EXTERIOR 27 38
T-� 26
i
1-112" THICK OR GREATER. IX AND 2X SLICKS (WHEN
USED) SHALL BE DESIGNED TO PROPERLY TRANSFER
Ill
LOADS TO THE STRUCTURE, WOOD BUCK DESIGN AND
�-
INSTALtATION IS THE RESPONSIBILITY OF THE ENGINEER
OR ARCHITECT OF RECORD
11
3) SEE SHEET 3 8 TABLE 1 FOR SPACING REQUIREMENTS-
—I
4) MAX- SHIM THICKNESS TO BE 114"
"�.
y}11111111'1
F i
Resistant
� .•' UCENs� .,
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QW
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ALUMINUM SLIDING GLASS DOOR FPA J ROSOWSKI
WEFIEM "eT9"
_= *: No. $8705
0eacnAtian:
flak
oi: esxe..csm I ru: a�csft.wtse:
M D I 1 •i.ni, .{ A...
Lam_
--D _
INSTALLATION CROSS-SECTIONS
04/15/13
PREPARED BY LYNN MILLER
S IE71C"�
Ravzsian:
-
Rar 8y
Rev. Data:
1070 TECHNOLOGY DRIVE
N. VENICE, FL 34275
r Of
F
'��C���
(941) 480-16M
r�tfis." OR40P.,
;ONAL1
gas/xaear:
nSGD-4130A
sea✓e:
5haac
Dx i q Na. ff�
CciwMDovsa Dori
75
2OF4
SGD4130FLPA N/A
A. LYNN MILLER, P.E.
CERT. OF RUTH. #29296
P.E.#59705
3.5"
- 3-625"
MIN, MIN. 4"MIN
"MIN.
2TRACKJAMB 3TRACKJAMB ° a
ANCHOR DETAIL ANCHOR DETAIL
1.877"
° �
1.871"
n ° °
2 TRACK HEAD11 f V 2 TRACK HEAD EXTERIOR
3 -ANCHOR CLUSTER DETAIL 5 -ANCHOR CLUSTER DETAIL
fi2
B" MAX 8" MAX 3.625" 5"
MIN3.82
. MIN. 4- MIN.
° 4" MIN. ° ° ° a
1.871° 1.871'"
28-314" MAX. O.C. FOR 28-314" MAX. O.C. FOR p p
ANCHOR GROUP A; ANCHOR GROUPA: F�CTERIOR
1$" MAX, D.C. FOR 18" MAX. O.G. FOR f EXTERIOR
ANCHOR GROUP B ANCHOR GROUP B 2 TRACK SILL 2 TRACK SILL n
3 -ANCHOR CLUSTER DETAIL 5 -ANCHOR CLUSTER DETAIL 7
3.625'
MIN. 3.825" 4" MIN
2&3!4" MAX. O.C. FOR 2&314" MAX. O.C. FOR MIN.
ANCHOR GROUP A; ANCHOR GROUP A; 4• MIN. -
18" MAX. O.C. FOR IS MAX. D.C. FOR p p -
ANCHORGROUPS ANCHOR GROUP ° _
1.871' - � 1.871"
EXTERIOR
- EXTERIOR
e 3 TRACK HEAD 3 TRACK HEAD
3 -ANCHOR CLUSTER DETAIL 5 -ANCHOR CLUSTER DETAIL
(SEE NOTE 1, THIS SHEET) (SEE NOTE 1, THIS SHEET
28-314" MAX. D -C- FOR 28-3l4" MAX. D.C. FOR )
ANCHOR GROUP A. 3.fi25"
18" MAX. O -C- FOR ANCHOR GROUP A; MIN 3,625" 4" MIN.
ANCHOR GROUP B 18" MAX. O.C. FOR MIN.
ANCHOR GROUP B
° 'MIN. ° a
1.871" 1,871"
EXTERIOR EXTERIOR °
EXTERIOR
EXTERIOR
3 TRACK SILL �3TRIIK�.,Lla
3 -ANCHOR CLUSTER DETAIL 5 -ANCHOR CLUSTER DETAIL
EXTERIOR INTERIOR (SEE NOTE 1, THIS SHEET) (SEE NOTE 1, THIS SHEET)
TRACK TRACK
CENTER ��``1� LYN�yII'•
TRACK We: Ixen Impacl Resistant ucEN C
�° ® Windows & Doors ? '' . <
NOTE II FOR ALL FRAME ALUMINUM SLIDING GLASS DOOR FRA J ROSOWSKI 17f1ESTRUNI
MEMBERS IN 3 -TRACK +.+MF M.r. xsn su.:e, Mali: * : NU'58705
CONFIGURATION, THE OUTER Desicription.- Datec a.�: rs_MF>_Fsn 1 F.,: 114-a.aaFM
ROW OF ANCHDINEITH MAY EITHER
E INSTALLATION ANCHOR HOLE LOCATIONS 04115/19 PREPARED BY LYNN MILLER. ,'q •• r'
INSTALLED IN EITHER THE
EXTERIOR OR INTERIOR TRACK R -W— pN w o.. n� 1070 TECHNOLOGY DRIVE
4.673" jj
T
1.126"
.065" A
0 2 -TRACK HEAD
4.847" - - -- -- 1
.070" T
,875"
�LL
06Z'
6.540` ----.�
112 •.
065" 1
O3 -TRACK HEAD
E 16 6.715"
.071}"
874"
Ld 3-71RACK SILL
.090" .090"
4.718" T - 5.584"
T
1.376'
r Ft
E.F
1.375°
2 -TRACK JAMB .080"
O 3-TRACKJAMB
li .062"
I 1340"
y .062"
DRT(CAL S'T ILE
t� 071
I 4.066'
.070"
1.4190"
.070" HORIZONTAL RAIL
4.006'
D7a'
.070"
1,790"
4 �
Mao, Oe E.XTEMOR INTERLOCK
080"
4.005'-�{
J .07D"
1.719D"
�L
.DrD"
tD INTERIOR INTERLOCK
.052
3.668"
2.639'
075•'
I-+ 1.464" tl .647" I+-
150"
i1 ASTRAGAL i2 WATERBAR
D
ADAPTER
.680
.870"
.645" i-007" II .344
13 BEADING 14 ROLLER TRACK
7116" NOM GLASS STACK
Part#
Description
3!16" HEAT -STRENGTHENED GLASS
1
AL -1140
.090" SAFLEX OR TROSIFOL
6063 -IS
2
PVBINTERLAYER
2 -Track Flame Sill
8083-T6
3116" ANNEALED GLASS OR
AL -1141
2 -Track Frame Jamb
HEAT -STRENGTHENED GLASS
4
AL -1143
25
606376
5
13
3-Tw* Foome Sal
11116" NOM.
6-
AL -1144
GLASS SITE
EXTERIOR -
7
AL -1147
Vortical Blit.
606316
TYP. GLAZING DETAIL
r A,
ALUMINUM SLIDING GLASS DOOR FPA
9-IfOwn.,
EXTRUSIONS AND BOM
RaYsloo:
TABLE 2:
nam
Part#
Description
Met
1
AL -1140
2 -Track Frame Head
6063 -IS
2
AL -1142
2 -Track Flame Sill
8083-T6
3
AL -1141
2 -Track Frame Jamb
6063-16
4
AL -1143
3 -Track Frame Head
606376
5
ALAM
3-Tw* Foome Sal
8053.76
6-
AL -1144
3-T1ac1, Frame Jamb
W8378
7
AL -1147
Vortical Blit.
606316
8
AL -1148
Exterior Interlock
6083 -TB
9
AL -1150
Hcrizotar Rail
6263.-16
10
AL -1149
Irdenor Intedock
6083.T6
11
AL -1151
jAstragal
606376
12
AL1146WataUr
Adaptor
OD63-TO
13
AL -1152
7118" Laminated Glazing Bed
BD83T5
14
AL -1153
Roller Track
6063-T6
20
FIU77-10244
Flied Panel SNm
21
HD -77-102245
Roller Shim
22
HO -77--10249
Twdem Rdlers
23
HD -77-10246
Anil Lit -Air Pad
24
Fixed Panel Dip
606318
25
WS -3m
Glazing Bulb .187 X.200'
PVC
25
Look
27
Keeper-Krr
28
Handle Set - KIT -
29
Recessed Handle
30
64DMG
WealherstrlP .167" X.236" Fin Seal
31
Ht177.10251
.W X2" X.36" (Anti -UL & Sul) Plug
32
PGT 71a28K
112' X 4' X 118" Settirg Block
33 j
204-W
Bumper
PVC
34
7115" Adjustment Screw Cmer
35 r
SOX 1" Part Phil A (Asaemay)
41 OSS
35
#tP16 X 1-174" Pan PhD Tete
41OSS
37
910 X 518" Pan PNI AS (ASIYdgap
41 DSS
38
4)10 X 1" Pan PH TEK 410 SS (Keeper)
41 OSS
39
08 X 314" Flet Phi Tek (0-pa1P1)
41033
40
W D32 X314' Flat (UrkleraA) Ph
41055
41
HD -77-70¢52
.810" X "16" X.690" (ToplBol Rally Plug
42
Dow 791,'883 dr RGS 7700
Sealant
50
Screen Assembly
pries
-or
Impact Resistant
'"an
Windows & Doors
J ROSOWSKI
IrMSTNmEn"
Date:
ma f.r. fv.n, Yl.ei, n))1)t
A.
r.,: in.ew.!!!! I r)r: )ff.Ni.Nu
7
04/15/19
PREPARED BY LYNN MILLER
7070 TECHNOLOGY DRIVE
ay. Sy:
Re, Date:
N- VENICE, FL 34275
(941)480-1SC0
Series/Model: Scale: SheetDrardng No.. ROY. colt womal:
SGD-4130A .75 4 OF 4 SGD4130FLPA N/A 4LLRIGHTS RE91
CERT -OF RUTH.
,541Vt1 d111111
()..........
%CENSE
* No.58705
STATE OF w .
(N '-."40R1DA
A. LYNN MILLER, P.E.