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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL # FL23358-R5
Application Type Revision
Code Version 2020
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 Jens Rosowski
josowski@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
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
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Validation Checklist - Hardcopy Received
FL23353 RS COI Cert of Independence.pdf
Standard
TAS-201
TAS-202
TAS-203
Year
1994
1994
1994
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgvxHl9oecA°/`2bZilHy9k°/`2fUYxUm7°/`2bJJxOylbgdNbuaBuCnPwp/o3d%3d 1/2
1/22/2021 Florida Building Code Online
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 3H4000 Eng Eval CVI.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.
back FEE
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:
®UC F
Credit Card
Safe
https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvxHl9oecA%2bZilHy9k%2fUYxLlm7%2bJJxOylbgdNbuaBuCnPw%3d%3d 2/2
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.
LYN/V'%,.
��'��'• titCE�SF `<<��r�
* No. 58705
449/3/20
0 STATE OF 1(//
tjl►tI111
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 f
52-1/8" BUCK WIDTH
NO ANCHORS
REQUIRED IN HEAD 9" MAX.
B
T H
48-13/16"
35-1/8" VISIBLE LIGHT SEE
FRAME TABLE2
VISIBLE
LIGHT
A 77"
BUCK
MAX. FROMCENTER OF
MEETING RAIL
HEIGHT8"
35-178"
VISIEE TIP -TO
LIGBLE 2 TIP
147-11/16" HEIGHT
1
9" MAX.
B NO ANCHORS
REQUIRED IN SILL
TYP. FLANGE FRAME
ANCHOR LOCATIONS (d-) MAX. SIZE
B
GLASS STACK I~ GLASS STACK-
1/8" ANNEALED GLASS 1/8" HEAT -STRENGTHENED GLASS
.090" PVB .090" PVB
118" ANNEALED GLASS 1/8" HEAT -STRENGTHENED GLASS
5/16" LAMI. GLAZING 5/16" LAMI. GLAZING
GLASS TYPE 1 GLASS TYPE 2
TABLE is
Laminated Glass Types
1 1/8" Annealed, 0.090" PVB, 118" Annealed
2 1/8" Heat -strengthened, 0.090" PVB, 1/8" Heat -strengthened
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB
DESIGN PRESSURE RATING
I IMPACT RATING
+55/-65 PSF
RATED FOR LARGE & SMALL
MISSILE IMPACT RESISTANCE
52-118" BUCK WIDTH
SEE O.C. ON
8-1/2" MAX
TABLE 3,—j
SHEET 3
p
li 52-1/8" BUCK WIDTH +{
—+D
C
48-13/16"
VISIBLE LIGHT
35-1/8"
FRAME
C
L
48-13116"
VISIBLE LIGHT
35-1/8"
FRAME
I
VISIBLE
LIGHT
6" MAX. O.C.
�
VISIBLE
LIGHT
SEE O.C.
C
C
TABLE 3, ,
SHEET 3E
7T
BUCK
HEIGHT
VISIBLE
LIGHT VISIB47�-11/16"
VISIBLE
7T35.1I8"�BUCK
HEIGHT
1
LIGHT
8-1/2" MAX.
f
D
TT
J
2-7/8" MAX. J
—►D
►•— 6" MAX. O.C.
TYP. INTEGRAL FIN FRAME
TYP. INTEGRAL FIN FRAME
ANCHOR LOCATIONS @ MAX. SIZE ANCHOR LOCATIONS @ MAX. SIZE
(INSTALLED WITH SCREWS)
(INSTALLED WITH NAILS
1/2" NOM.
GLASS BIT
DOW-791, 899, 983 OR
RGS-7700
BACKBEDDING
EXTERIOR
a
TYP. GLAZING DETAIL
Tltle:
SH WINDOW INSTALLATION
DexcdpRon:
GENERAL NOTES & ELEVATION
Revialon:
ADDED ULTRACON+ ANCHOR
Seriee/Arodel: I Scale: I Sheet.
SH-4100A NTS 1 OF 4
ORIEL CONFIGURATION
ALLOWED PROVIDED
THAT THE FRAME VISIBLE
LIGHT HEIGHT OF 35-1/8"
AND THE FRAME HEIGHT,
AS SHOWN ABOVE, IS NOT
EXCEEDED.
1/511111 f11
LYNN,yj
���• V%CEN&t ����
; Q':' •'•� �;
* NO.58705 ` •,
....yyjj��a�
i' -e {yyN9.:-
'. (!////jj 9/'/20 ife�LLL`
0 •.• STATE OF ([/
%� ',C
�'• ••' IN
r 1110`�.
'�dN �
A. LYNN MILLER, P.E.
87
P.E.# 505
/�/��/(''�.�.��^��-�\\77Impact Resistant
Windows & Doors
�..! WE'RE STRONGER"
aloe W. 11140 awe:, Xleleen, FL aaau
iel: 8o6.688.869e I faa: 8o6.6e8.66e8
Dmwn By:
J ROSOWSKI
pab,
09/20/17
PREPARED BY LYNN MILLER
1070 TECHNOLOGY DRIVE
N. ,
(941) 480-1600
Rev. W.
JR
Ray.
08/27/20
Co g
DOORS, LIMITED
COPIES FOR PERMITTING.
D—bg N..
SH4100FLPA
E
REGISTRATION #29296
IP-TO-TIP
HEIGHT
BUCK
HEIGHT
EXTERIOR
a
EDGE
DISTANCE If_ EMBEI
NO ANCHORS REQUIRED IN
FLANGE FRAME SILL
VERTICAL SECTION B-B
El
EMBEDMENT DISI
r TIP -TO -TIP WIDTH
V
HORIZONTAL SECTION A -A
EDMENT
E
JCE
#12 STEEL
SELF-DRIL
SMS (G5)
SHOWN
INSTALLED
DIRECTLY INTO
METAL.
INSTALLED INTO APPROVED
ALUMINUM, STEEL FRAMING
OR STEEL STUD.
Minimum
Minimum
mEmbedment
Max. O.C.
\
NOTES
Anchor
Substrate
Edge
(Above !Below
1) USE ONLY SUBSTRATE APPROPRIATE
Distance
Meeting Rail)
ANCHORS LISTED IN TABLE 2. FOLLOW
#12 STEEL
LOCKS AT
EMBEDMENT AND EDGE DISTANCE
P.T. Southem Pine (SG = .55)
9/16"
1-3/8"
21" / 23"
SELF -DRILLING
TOP SASH
LIMITS. ANY INSTALLATION OPTION
#12 Steel
Aluminum, 6063-TS min.
3/8"
0.078"
21" / 23"
SMS (G5)
RAIL
SHOWN MAY BE USED ON ANY SIDE OF
SMS
(�E
OR
THE WINDOW.
Screw (G5)
Steel Stud, Gr. 33 min.
3/8"
0.045" (20 Ga)
21" / 23"
=9
BOTTOM
A36 Steel
3/8"
0 050"
21" / 23"
LIFT RAIL
2) MASONRY ANCHORS MAY BE USED
INTO WOOD AS PER TABLE 2. ALL WOOD
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
BUCKS LESS THAN 1.112" THICK ARE TO
1/4" Steel
Concrete (min. 2.9 ksi)
1-1/8"
1-3/8"
21" / 23"
7
BE CONSIDERED 1X INSTALLATIONS. 1X
UltraCOn
Grouted CMU, ASTM C-90
( )
2-1/2"
1-314"
21" ! 23"
36
WOOD BUCKS ARE OPTIONAL IF UNIT IS
INSTALLED DIRECTLY TO SUBSTRATE.
WOOD BUCKS DEPICTED AS 2X ARE 1-1/2"
Ungrouted CMU, (ASTM C-90)
1-1/8"
1-1/4"
12-1/4" / 12-1/4"
EXTERIOR
11
THICK OR GREATER. IX AND 2X BUCKS
P.T. Southem Pine (SG = .55)
1"
1-318"
21" ! 23"
(WHEN USED) SHALL BE DESIGNED TO
14' Steel
Concrete (min. 3.0 ksi)
1-7/8"
1-3/8"
21" 123"
PROPERLY TRANSFER LOADS TO THE
Ultracon+
Grouted CMU, (ASTM C-90)
2-1/2"
1-3/4"
21" / 23"
MULLION SECTION
STRUCTURE. WOOD BUCK DESIGN AND
INSTALLATION IS THE RESPONSIBILITY OF
Ungrouted CMU, (ASTM C-90)
1"
1-1/4"
12-1/4" / 12-1/4"
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
THE ENGINEER OR ARCHITECT OF
P.T. Southern Pine (SG = .55)
1"
1-3/8"
21" / 23"
RECORD.
1/4" 410 SS
Concrete (min. 3.35 ksi)
1"
1-34"
21" / 23"
3) SEE SHEET 1 & TABLE 2 FOR SPACING
CreteFlex
Concrete (min. 3.35 ksi)
2-1/2"
1"
21" / 23"
REQUIREMENTS.
Ungrouted CMU, (ASTM C-90)
1-3/4"
1-1/4"
21" / 23"
4) MAX. SHIM THICKNESS TO BE 1/4".
1) ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE.
2) "UNGROUTED CMU" VALUES MAY BE USED FOR GROUTED CMU
APPLICATIONS.
NY LYNA
• •
M�� �'
5) GLASS SHOWN IS FOR ILLUSTRATIVE
^
•"' •' • •
•., ��
PURPOSES ONLY AND MAY DIFFER TO
Impact Resistant
= ��•.'' b10ENSR
'•'p
MEET DESIGN REQUIREMENTS.
nty;
SH WINDOW INSTALLATION
Drawn W.
J ROSOWSKI
Windows & Doors
WE'RE STRONGER'"
Q':
*: NO.58705 '• *=
1.<t" Nl.le.h......,.
D"crrPtren:
Date;
Tel:...... 8.....I ..............3
INSTALLATION FOR FLANGE WINDOWS
09/20/17
PREPARED BY LYNN MILLER
��'. 9j3�20 1(/�
STATE OF
1070 TECHNOLOGY DRIVE
O
'•
Revferon:
Rev. By:
Rev. DaN:
N. VENICE, FL 34275
''tORIOP,.•'
ADDED LILTRACON+ ANCHOR
JR
08/27/20
(941)480.1600
C... RS,LIMITED LICENSE TOM KECOPIE8
�'�/i�NAL
Seriea/Model:
Seale:
Sheet:
Orawrng No. ReV:
SH-4100A
NTS
2 OF 4
SH4100FLPA
E
RATIONOR
A. LYNN MILLER, P.E.
#292ING.
REGISTRATION #29296
EGIS
p.E.#SB705
BUCK
HEIGHT
--r-I EMBEDMENT
EDGE _
DISTANTCE
----- - -� EMBE
29
LOCKS AT
TOP SASH
RAIL
OR
BOTTOM
LIFT RAIL
buUK WIUIH --I
HORIZONTAL SECTION C-C
Min.
Min.
Max. On -center
Max.
Anchor
Substrate
Embedmentor
Edge
Distance,
Corner
Metal Tickness
Distance
Distance
2-1/2" x .11Y' Box Nail
P.T. Southern Pine (SG = .55)
-
We..6"
@ Head/Sill
6" @ Jambs
2 7/8
2-1/2" x .131" Common Nail
P.T. Southern Pine (SG = .55)
-
318"
2-1/2" x .145" Rooting Nail
P.T. Southern Pine (SG = .55)
3/8"
P.T. Southern Pine (SG = .55)
1-3/8"
112"
17-9/16" @ Head/Sill
Aluminum, 6063-T5 min
0.100"
W.
#10 Steel SMS Screw (G5)
15" @ Jambs
Steel Stud, Gr. 33 min.
0.057"
318"
A36 Steel
0,050"
3l8"
P.T. Southern Pine (SG = .55)
1-3/8"
9116"
17-9/16" @ Head/Sill
8-1/7
Aluminum, 6063-T5 min.
O. 125"
7/16"
#12 Steel SMS Screw (G5)
20" @ Jambs
Steel Stud, Gr. 33 min.
0.0711,
7I16"
A36 Staal
0.050"
7N6"
1) ANUHUK MUJ 1 CA 1 CNU A MINIIMUW1 Vr 3 I rIKCAIJJ Dc i V1vV niv r ry
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.
MOWN
'TALLED
CTLYINTO
METAL.
#10 STEEL
SELF -DRILLING
SMS (G5)
#12 STEEL
SELF -DRILLING
SMS (G5), SEE
TABLE 2
REMOVE FIN
AT MULLION
NOTES
1) USE ONLY SUBSTRATE APPROPRIATE
111 I 1 111111
�� �(
N.......
ANCHORS LISTED IN TABLE 3. FOLLOW
EDGE AND EDGE DISTANCE LIMITS. ANY
EXTERIOR
DISTANCE
EMBEDMENT
INSTALLATION OPTION SHOWN MAY BE USED ON
Impact Resistant
��
•`\,�'� Q, tiCEN3F
ANY SIDE OF THE WINDOW.
Title:
Drown By:
windows & Doors
` Q•: • p ��
WE'RE.TRD1IS11"
N0.58705 *_
-'
2)2X WOOD FRAMING OR BUCK, 1-1/2"THICK OR
SH WINDOW INSTALLATION
J ROSOWSKI
11.0
= *:
}
GREATER.
Description:
Date:
r h............ Ira.: s..........e
=
PREPARED BY LYNN MILLER
1070 TECHNOLOGY DRIVE
3) SEE SHEET I FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 09/20/17
•', 9/3/20
O •.• STATE OF <(/
—,� EMBEDMENT
Revision:
Y. By: Rev. Date:
N. VENICE, FL 34275
••. FtORIOP.•'•
4) MAX. SHIM THICKNESS TO BE 1/4".
ADDED ULTRACON+ ANCHOR
JR 08/27/20
(941)480-1600
TONAL
COPYRIGHT® 202D CGI WINDOWS&
DOORS, L MITED LICENSE TO M E
COPIES FORRA PERMITTING'
VERTICAL SECTION D-D 5) GLASS SHOWN IS FOR ILLUSTRATIVE Series/Model: Scale: Sheet: Drewfng No. Rev:
/� 111111101,
PURPOSES ONLY AND DESIGN REQUIREMENTS. Y DIFFER TO MEET
SH-4100A NTS 3 OF 4
SH4100FLPA E
A. LYNN MILLER. P.E.
P.E.# 58705
REGISTRATION #29296
-I F
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
ISash Bottom Lock
12
lVinyl 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.230" Fin Seal
25
Frame/Sash Comer Sealant, opt.
26
113alance Take-out Clip
27
Balance
28
Sash Cam, Nylon
29
Sweep Latch, Zinc
30
#6 X5/8" Ph. FI. SMS Latch Screws
31
Setting Block 1/8" x 1/2" x 1", EPD,v1
36
Sash Bottom Lock Spring
38
Glazing Sealant
40
Glass Bead (Lam. Glass)
I► - 2.002"
.062" .501"
.869"
.012" .062" J
OFLANGE FRAME HEAD
6063-T6 ALUMINUM
2.056" 3.225"
.050"
s7s•, .oso"-�
1.125"
1 �- .oso'•
J___2.os6"
5 INTEGRAL FIN FRAME SILL
6063-T6 ALUMINUM
.osz•-'-
nP1.00
1.763"
093"
1
9 HD FIXED MEETING RAIL
6063-T6 ALUMINUM
.050"
8 .050" -
.498"
T .050"
I Imo- 2.048" -
OFLANGE FRAME SILL
606346 ALUMINUM
2.590" .238"
T1j
f .osz"
2.000"
soa•
L
062"
.050"
FRAME JAMB
OFLANGE
6063-T6
ALUMINUM
-1 .050"
1.121"1 r -►I ,�
f .062"
062
1.999"
.oso"
971
.050"
6 INTEGRAL FIN FRAME JAMB
6063-T6 ALUMINUM
.062"
1.370"
O50"- r i
-�{ .926" ��-
10 SASH SIDE RAIL
6063-T6 ALUMINUM
7 T
I 1 807"
1.2I29"
.osz"
-� .osz"
.926"
7 SASH BOTTOM RAIL
6063-T6 ALUMINUM
.865"
.874"
.062"
11 SASH BOTTOM LOCK RAIL
6063-T6 ALUMINUM
SH WINDOW INSTALLATION I TROSOWSKI
MATERIALS 09/20/17
ReWefon: V. By: Rev. Dote:
ADDED LILTRACON+ ANCHOR JR 08/27/20
Serfea/Akd.1. swim Sheet: DF 119 No, Rev:
SH-4100A I NTS 1 4 OF 4 SH4100FLPA E
1.985"
.962"
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