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FL #
FL23358-R5
Application Type
Revision
Code Version
2020
Application Status
Approved
Comments
Archived C
Product Manufacturer CGI Windows and Doors
Address/Phone/Email 10100 NW 25 Street
Miami, FL 33172
(305)593-6590
Lmiller@pgtindustries.com
Authorized Signature Jens Rosowski
jrosowski@pgtindustries.com
Technical Representative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice, FL 34275
(941)486-0100 Ext21142
Imiller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
L Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the A. Lynn Miller, P.E.
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
Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL23358 R5 COI Cert of Independence.pdf
Standard
TAS-201
TAS-202
TAS-203
Year
1994
1994
1994
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted
09/04/2020
Date Validated
09/06/2020
Date Pending FBC Approval
09/21/2020
Date Approved
12/16/2020
Summary of Products
FL #
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 R5 II SH4000 CGI - REV E.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 R5 AE EH4000 Eng Eval CGI.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
23358.2
SH-4100A
Impact Resistant Single Hung Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL23358 R5 II SH4100 CGI - REV E.pdf
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 R5 AE SH4100 Eng Eval CGI.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
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Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
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
mail 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 here .
Product Approval Accepts:
Credit Card
Safe
Engineering Evaluation Report # 4100-082820
Prepared by:
A. Lynn Miller, P.E.
1070 Technology Dr.
N. Venice, FL 34275
(941) 480-1600
Florida Registration: #29296
Manufacturer:
CGI Windows and Doors
3780 W 104th St.
Hialeah, FL 33018
Product Description:
4100A Series Impact -resistant Aluminum Single Hung Window, (LM & SM), FL-23358
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity
Hurricane Zone" (HVHZ).
Supporting Technical Documentation:
1. Approval document: drawing number SH4100FLPA Rev E, signed and sealed by A. Lynn Miller, P.E.
2. Test Report(s) No. FTL 17-7382, 18-8281 & 20-2108.1-6, signed and sealed by Idalmis Ortega, P.E.
Fenestration Testing Laboratories, Nokomis, FL 34275
TAS 201-94 Large Missile Impact Test
TAS 202-94 Uniform Static Air Pressure Test
TAS 203-94 Cyclic Pressure Loading Test
3. Anchor calculations, signed and sealed by A. Lynn Miller, P.E., dated 9/25/18 & 8/27/20.
4. Miami -Dade RER Product Control Section NOA's; PVB Interlayer by Kuraray America, Inc and Saflex PVB Interlayer by
Eastman Chemical Company
Limitations and Conditions of use:
• Maximum Design Pressure: +55.0/-65.0 psf
• Maximum Overall Buck Size: 52-1/8" x 77"
• Maximum DLO: 48-13/16" x 35-1/8"
• Units must be glazed per ASTM E1300-09, refer to approval document for glazing details.
• This product is rated to be used in the HVHZ.
• This product is impact resistant and does not require impact protection in wind borne debris regions.
• Frame and sash material to be extruded Aluminum.
• Units must be installed in accordance with approval document, SH4100FLPA.
`III�ir�rrr
* No. 58705
449 ;3/210 ,
STATE OF
A. Lynn Miller, P.E.
P.E. # 58705
SERIES 4100A IMPACT RESISTANT SINGLE HUNG
WINDOW
1) THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 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 2. ALL
WOOD BUCKS LESS THAN 1-1/2" THICK ARE TO BE CONSIDERED 1X
INSTALLATIONS. 1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED
DIRECTLY TO SUBSTRATE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"
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. USE ANCHORS 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, BY OTHERS, MUST BE
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE
WINDOW.
6) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST
THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN
PRESSURE. THE 33-1/3% STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT. THE 1.6 LOAD DURATION FACTOR WAS USED
FOR THE EVALUATION OF ANCHORS INTO WOOD. ANCHORS THAT COME
INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR CORROSION
RESISTANCE.
FLORIDA PRODUCT APPROVAL #23358
53-1/8"" TIP -TO -TIP WIDTH
52-1 /8" BUCK WIDTH
NO ANCHORS
REQUIRED IN HEAD g" MAX.
F B r�F
T H
35-1/8'.
FRAME
VISIBLE
LIGHT
K
HT
8" MAX. FROM
CENTER OF 78"
MEETING RAIL TIP -TO
TIP
HEIGHT
9" MAX.
BUCK
HEIGHT
L-y B NO ANCHORS
REQUIRED IN SILL
TYP. FLANGE FRAME
ANCHOR LOCATIONS Ca. MAX. SIZE
52-1/8" BUCK WIDTH
SEE O.C. ON
TABLE 3,
8 1/2" MAX SHEET 3
r-� D
C
SEE O.C. ON
TABLE 3,
SHEET 3
8-1/2
48-13/16"
VISIBLE LIGHT
I
� L-
1 35-1/8"
j VISIBLE
LIGHT
47-11/16"
VISIBLE
LIGHT
L--�D
DESIGN PRESSURE RATING
IMPACT RATING
+55/-65 PS F
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
C
FRAME
VISIBLE
LIGHT
6" MAX. O.C.
C
77"
BUCK
HEIGHT
1
TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS (�D MAX. SIZE
(INSTALLED WITH SCREWS)
52-1/8" BUCK WIDTH
F-- D
48-13/16"
VISIBLE LIGHT
j
� L
35-1/8"
VISIBLE
LIGHT
47-11116"
VISIBLE
LIGHT
�g„
FRAME
VISIBLE
LIGHT
77"
BUCK
HEIGHT
L.—y
2-7/8" MAX, D �I I_ 6" MAX. O.C.
TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS@MAX. SIZE
(INSTALLED WITH NAILS
1/2" NOM. ORIEL CONFIGURATION
GLASS BITE ALLOWED PROVIDED
THAT THE FRAME VISIBLE
LIGHT HEIGHT OF 35-1/8"
5116" NOM. 5/16" NOM. DOW-791, 899, 983 OR AND THE FRAME HEIGHT,
GLASS STACK GLASS STACK y RGS-7700 AS SHOWN ABOVE, IS NOT
31 BACKBEDDING EXCEEDED.
1/8" ANNEALED GLASS 1/8" HEAT -STRENGTHENED GLASS
.090" PVB .090" PVB EXTERIOR
1/8" ANNEALED GLASS 1/8" HEAT -STRENGTHENED GLASS a
5/16" LAMI. GLAZING
GLASS TYPE
TABLE 1:
5/16" LAMI. GLAZING
GLASS TYPE
Laminated Glass Types
1
1/8" Annealed, 0.090" PVB, 1/8" Annealed
2
1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB
TYP. GLAZING DETAIL
48-13/16"
VISIBLE LIGHT
/
/
7}�•
ISEE
TABLE 2
A 77
--
TIP-TO-TII
HEIGHT
B
HE
NO ANCHORS REQUIRED IN
FLANGE FRAME SILL
VERTICAL SECTION B-B
EMBEI
E
DIS
j TIP -TO -TIP WIDTH _ I EXTERIOR
HORIZONTAL SECTION A -A
NOTES
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 2. FOLLOW
EMBEDMENT AND EDGE DISTANCE
LIMITS. ANY INSTALLATION OPTION
SHOWN MAY BE USED ON ANY SIDE OF
THE WINDOW.
2) MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2. ALL WOOD
BUCKS LESS THAN 1-1/2" THICK ARE TO
BE CONSIDERED 1X INSTALLATIONS. 1X
WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"
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.
3) SEE SHEET 1 & TABLE 2 FOR SPACING
REQUIREMENTS.
4) MAX. SHIM THICKNESS TO BE 1/4".
5) GLASS SHOWN IS FOR ILLUSTRATIVE
PURPOSES ONLY AND MAY DIFFER TO
MEET DESIGN REQUIREMENTS.
IEDMENT
#12 STEEL
SELF -DRILLING
SMS (G5)
SHOWN
INSTALLED
AE �fl � DIREM TALINTO
.
VCE
Anchor
Substrate
Minimum
Edge
Distance
Minimum
Embedment
Max. O.C.
(Above / Below
Meeting Rail)
P.T. Southern Pine (SG = .55)
9/16'
1-3/8"
21" / 23"
#12 Steel
SMS
Aluminum, 6063-T5 min.
3/8"
0.078"
21" / 23"
Screw (G5)
Steel Stud, Gr. 33 min.
3/8"
0.045" (20 Ga)
21" / 23"
A36 Steel
3/8"
0.050"
21" / 23"
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
1/4" Steel
Concrete (min. 2.9 ksi)
1-1/8"
1-3/8"
21" / 23"
Ultracon
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1-1/8"
1-1/4"
12-1/4" / 12-1/4"
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
1/4" Steel
Concrete (min. 3.0 ksi)
1-7/8"
1-3/8"
21" / 23"
Ultracon+
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
12-1/4" / 12-1/4"
P.T. Southern Pine (SG = .55)
V,
1-3/8"
21" / 23"
1/4" 410 SS
Concrete (min. 3.35 ksi)
1"
13/4"
21" / 23"
CreteFlex
Concrete (min. 3.35 ksi)
2-1/2"
1"
21" / 23"
Ungrouted CMU, (ASTM C-90)
1-W4"
1-1/4"
21" / 23"
I)ANUHUK MUJI LXI tNU A MIMIMUM UF-31HKFJ\U5 BLYUNU ANY ME I AL61JU61KA I E.
2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS.
INSTALLED INTO APPROVED
ALUMINUM, STEEL FRAMING
OR STEEL STUD.
EXTERIOR
15
MULLION SECTION
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
#12 STEEL
SELF-DRIL
SMS (G5)
EMBE
BUCK WIDTH
HORIZONTAL SECTION C-C
TABLE 3: THOUGH -FIN ANCHORS
Min.
Min.
Max.. On -center
Anchor
Substrate
Embedment or
Edge
Corner
Corner
Metal Tickness
Distance
Distance, O.C.
Distance
2-1/2" x .113" Box Nail
P.T. Southern Pine (SG = .55)
-
3/8"
6" @ Head/Sill
6" @ Jambs
2 7/8"
2-1/2" x .131" Common Nail
P.T. Southern Pine (SG = .55)
_
3/8„
2-1/2" x .145" Roofing Nail
P.T. SouthernPine (SG = .55)
-
3/8"
P.T. Southern Pine (SG = .55)
13/8"
1/2"
#10 Steel SMS Screw (G5)
Aluminum, 6063-T5 min
0.100"
3/8"
17-9116" @ Head/Sill
8-1/2
Steel Stud, Gr. 33 min.
0.057"
3/8"
15" @ Jambs
A36 Steel
0.050"
3/8"
P.T. Southem Pine IS = .55)
1-3/8"
9/16"
Aluminum, 6063-T5 min.
0.125"
7/16"
#12 Steel SMS Screw (G5)
17,9/16" @ Head/Sill
8-1/2
Steel Stud, Gr. 33 min.
0.071"
7/16"
20' @ Jambs
A36 Steel
0.050"
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) PANHEAD, FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR #10 SCREW; FOR # 12 SCREW, USE
ONLY PANHEAD OR HEXHEAD.
RENT
APPROVED ALUMINUM, STEEL
FRAMING OR STEEL STUD.
MULLION SECTION
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
iHOWN
STALLED
CTLY INTO
METAL.
#10 STEEL
SELF -DRILLING
SMS (G5)
#12 STEEL
SELF -DRILLING
SMS (135), SEE
TABLE 2
REMOVE FIN
AT MULLION
NOTES
1) USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 3. FOLLOW
EDGE EMBEDMENT AND EDGE DISTANCE LIMITS. ANY\\\
EXTERIOR DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON
ONY A�
����•' i
ANY SIDE OF THE WINDOW.
Resistant
\.tCENSF'•���\
\
•'•�
7rHe:
Drawn By:
Olmpact
Windows & Doors
Q:
2) 2X WOOD FRAMING OR BUCK, 1-1/2" THICK OR
SH WINDOW INSTALLATION
J ROSOWSKI
WE'RE STRONGER'"
NO. 58705•,
-
GREATER.
Description:
Dote:
uao r. io+u a�,.Ha H NO, rr MU
r+I: 9o5.505.855o I I..: SDI ........ D
[
= - �13/^06
3) SEE SHEET I FOR SPACING REQUIREMENTS.
INSTALLATION FOR FIN WINDOWS
09/20/17
PREPARED BY LYNN MILLER
�
�-� •. J L
EMBEDMENT
Revision:
Rev. By: Rev. Date:flEl
1070 TECHNOLOGY DRIVE
N�;ENBCE, FL 34275
O •.. STATE OF
%ems •.,F<ORIDP.•'• \��
4) MAX. SHIM THICKNESS TO BE 1/4".
ADDED ULTRACON+ ANCHOR
JR 08/27/(
) o-lsoo
VERTICAL SECTION D-D 5) GLASS SHOWN IS FOR ILLUSTRATIVE
Sees/Model: Scale: Sheet:
Drawing No. RCOoois,IMRDCENSETOMAKEg
PURPOSES ONLY AND MAY DIFFER TO MEET
DESIGN REQUIREMENTS.
SH-4100A NTS 30F4
SH4100FLPA
COPIES FOR PERMHrriNG.
REGISTRATION#29296
A. LYNN MILLER, P.E.
P.F il5R7n6
TABLE 4'
Item
Description
1
Flange Frame Head
2
Flange Frame Sill
3
Flange Frame Jamb
4
Integral Fin Frame Head
5
Integral Fin Frame Sill
6
Integral Fin Frame Jamb
7
Sash Bottom Rail
8
Sash Top Rail
9
HD Fixed Meeting Rail
10
Sash Side Rail
11
Sash Bottom Lock
12
Vinyl Sash Stop
20
Vinyl Bulb, Flex PVC 70
21
Frame Comer Gasket, Polyethelyne, opt.
22
Sash Comer Gasket, Polyethelyne, opt
23
Fixed Meeting Rail Plug, Rigid PVC
24
Wstp.,187" X.23O" Fin Seal
25
Frame/Sash Comer Sealant, opt.
26
Balance Takeout Clip
27
Balance
28
Sash Cam, Nylon
29
Sweep Latch, Zinc
30
#6 X 5/8" Ph. Fl. SMS Latch Screws
31
Setting Block 1/8" x 1/2" x 1", EPDM
36
Sash Bottom Lock Spring
38
lGlazing Sealant
40
lGlass Bead (Lam. Glass)
2.002"
.062" .501"
.869^
.062" .062"
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.590"
.050"
.oso"
.asa•
.oso"
2.048"
OFLANGE FRAME SILL
6063-T6 ALUMINUM
.050" J
OFLANGE FRAME JAMB
6063-T6 ALUMINUM
1
1.985"
.962" -F
1.125"
050"
869"
.062"
1
.062"
062"
OINTEGRAL FIN FRAME HEAD
6063-T5 ALUMINUM
r .050"
1j �{ 1.026"
2.056" 3.225" T
.050" 1.125" +I
.062"
.062" 1.807" 2.081"
1 sss° .osz"
.975"
.050" 1.229"
1.125"
.050"
2.056" .050" .926" .062" .800"
O INTEG6063 T6 ALUMIN ALUMINUM L FIN FRAME
SILL INTEGRAL FIN O 063 T6 ALUMINUMFRAME JAMB SASH BOTTOM O 60 3 T6 ALUMINUM O 60 3HT6 ALUM TOP INUM
.062"
1.763"
.093"'
1.009"
OHD FIXED MEETING RAIL
6063-T6 ALUMINUM
.osz"
1.370"
.050"
d .926"
10 SASH SIDE RAIL
6063-T6 ALUMINUM
.865"
n-
�--
.062"
11 SASH BOTTOM LOCK RAIL
6063-T6 ALUMINUM