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FL #
FL23359-R6
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 Horizontal Slider
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
FL23359 R6 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
09/08/2020
Date Pending FBC Approval
09/21/2020
Date Approved
12/16/2020
Summary of Products
FL #
Model, Number or Name
Description
23359.1
HR-4010A
Non -Impact Horizontal Roller Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL23359 R6 II HR4010 CGI - REV Bl.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
FL23359 R6 AE HR4010 Eng Eval CGI Bl.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
23359.2
HR-4110A
Impact Resistant Horizontal Roller Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL23359 R6 II HR4110 CGI - REV C.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
FL23359 R6 AE HR4110 Eng Eval CGI.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
23359.3
SGD-4025A Window
Non -Impact, Aluminum Sliding Glass Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL23359 R6 II SGD-4025A-W CGI - REV A.pdf
Approved for use outside HVHZ: Yes
Verified By: A. Lynn Miller, P.E. PE-58705
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: N/A
Evaluation Reports
Other: Please see the enclosed documents for product
FL23359 R6 AE SGD4025A-W CGI - Eng Eval.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
23359.4
SGD-4130A Window
Impact Resistant, Aluminum Sliding Glass Window
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL23359 R6 II SGD-4130A Window - REV A.pdf
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
FL23359 R6 AE 4130 Window Eng Eval.pdf
performance information, anchorage details, and anchor type,
Created by Independent Third Party: No
size, and spacing information.
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:
®®®gi=®
Credit Card
Safe
Engineering Evaluation Report # 4110-082820
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:
4110A Series Impact -resistant Aluminum Horizontal Roller Window, (LM & SM), FL-23359
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 HR4110FLPA Rev C, signed and sealed by A. Lynn Miller, P.E.
2. Test Report(s) No. FTL 17-7535, 18-7858, & 20-2108.1-6, signed and sealed by Idalmis Ortega, P.E.
Fenestration Testing Laboratories, Medley, FL 33166
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 10/9/18 & 8/28/20.
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:
• 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, HR4110FLPA.
LYNN
.
�p ..... 4
't c
* : No. 58705
U 9/3/2'0� —
STATE OF
/ONAX-
,E
A. Lynn Miller, P.E.
P.E. # 58705
SERIES 4110A IMPACT RESISTANT
HORIZONTAL ROLLER 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 MAYBE 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. 6
1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED TO OVE
PROPERLY TRANSFER LOADS TO THE STRUCTURE. WOOD BUCK HEIR
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 #23359
r 74" OVERALL WIDTH B
73" BUCK WIDTH
B
a
C
3"
RALL
uHT
62"
BUCK
HEIGHT
i
63"
OVERALL
HEIGHT
6
BU
HEI
ALWAYS 3" -- I— LAB 3-3/16"
REQUIRED SEE NOTE D, THIS SHEET
@ CORNERS
TYP. XO ELEVATION (OX SIM.)
USER INSTRUCTIONS:
1) DETERMINE THE SITE SPECIFIC, WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7.
2) KNOWING YOUR WINDOW CONFIGURATION (OX, XO, XOX), SIZE AND GLASS TYPE, DETERMINE YOUR WINDOW'S DESIGN PRESSURE
REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2. IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR
THE WINDOW OPENING OBTAINED IN STEP 1.
3) DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS.
4) DETERMINE THE ANCHOR QUANTITY FROM SHEET 2. VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR
OPENING'S CONDITION FROM TABLE 1, AND THAT ALL MIN. REQUIREMENTS FROM THIS SHEET SET ARE MET.
5) INSTALL AS PER SHEET 3.
GENERAL NOTES ............................1
ELEVATIONS....................................1
ANCHOR SPECIFICATIONS ............ 2
ANCHOR SPACINGIQUANTITIES...2
INSTALLATION ................................. 3
DESIGN PRESSURES ...................... 4 WEEPHOLE NOTES:
GLAZING DETAILS .......................... 4 A. REQUIRED IF WINDOW WIDTH IS OVER 67".
CORNER ASSEMBLY ...................... 5 B. REQUIRED IF WINDOW WIDTH IS OVER 45" AND UP TO 67".
EXTRUSION PROFILES .................. 6 C. REQUIRED IF WINDOW WIDTH IS OVER 89".
PARTS LIST ..................................... 6 D. REQUIRED IF WINDOW WIDTH IS OVER 45".
DESIGN PRESSURE RATING IMPACT RATING
VARIES, RATED FOR LARGE & SMALL
SEE SHEET 4 MISSILE IMPACT RESISTANCE
111" OVERALL WIDTH
110" BUCK WIDTH
B
.r__ 7—
A
2" /
CK
GHT
L
'd—
ALWAYS
REQUIRED
@ CORNERS
SEE NOTE A, B
THIS SHEET --I FF 3"
TYP. XOX
SEE NOTES
B & C, THIS SHEET
1/3-1/3-1/3) ELEVATION
111" OVERALL WIDTH
110" BUCK WIDTH
B
A
63"
OVERALL
HEIGHT
6
BU
HEI
cr
ALWAYS SEE NOTE A, g If 3-3/16"
REQUIRED THIS SHEET SEE NOTES 3"
@ CORNERS & C,
THISS SHEET
TYP. XOX (1/4-1/2-1/4) ELEVATION
ADDED ULTRACON+
ANCHORS - JR - 08/27/20
\w jj .1///77
LYN/VMj�
49 /3/2�� -
0, •, STATE OF
lJ `
A. LYNN MILLER, P.E.
P.E.# 58705
111" OVERALL WIDTH
110" BUCK WIDTH
B
.r__ 7—
A
2" /
CK
GHT
L
'd—
ALWAYS
REQUIRED
@ CORNERS
SEE NOTE A, B
THIS SHEET --I FF 3"
TYP. XOX
SEE NOTES
B & C, THIS SHEET
1/3-1/3-1/3) ELEVATION
111" OVERALL WIDTH
110" BUCK WIDTH
B
A
63"
OVERALL
HEIGHT
6
BU
HEI
cr
ALWAYS SEE NOTE A, g If 3-3/16"
REQUIRED THIS SHEET SEE NOTES 3"
@ CORNERS & C,
THISS SHEET
TYP. XOX (1/4-1/2-1/4) ELEVATION
ADDED ULTRACON+
ANCHORS - JR - 08/27/20
\w jj .1///77
LYN/VMj�
49 /3/2�� -
0, •, STATE OF
lJ `
A. LYNN MILLER, P.E.
P.E.# 58705
'd—
ALWAYS
REQUIRED
@ CORNERS
SEE NOTE A, B
THIS SHEET --I FF 3"
TYP. XOX
SEE NOTES
B & C, THIS SHEET
1/3-1/3-1/3) ELEVATION
111" OVERALL WIDTH
110" BUCK WIDTH
B
A
63"
OVERALL
HEIGHT
6
BU
HEI
cr
ALWAYS SEE NOTE A, g If 3-3/16"
REQUIRED THIS SHEET SEE NOTES 3"
@ CORNERS & C,
THISS SHEET
TYP. XOX (1/4-1/2-1/4) ELEVATION
ADDED ULTRACON+
ANCHORS - JR - 08/27/20
\w jj .1///77
LYN/VMj�
49 /3/2�� -
0, •, STATE OF
lJ `
A. LYNN MILLER, P.E.
P.E.# 58705
A
9" MAX. —
TABLE 1
74" OVERALL WIDTH
1 ANCHOR ON
EACH SIDE OF
1 ANCHOR
THE MEETING 1 1ANCHOR
AT CORNER AT
RAIL CORNER
56-9/16"
/
57-13116"
/
/
9" MAX.
I
SASH
FIXED
VISIBLE
63'
15" MAX. OVER
VISIBLE
OC
LIGHT
LIGHT
HEIG4 I
33-5/16"
33-5/16"
SASH
SASH
VISIBLE
VISIBLE
LIGHT
LIGHT
f�
_ 9 MAX. FROM CENTEP
I—� OF MEETING RAIL
TYP. XO ANCHORAGE (OX SIM.)
& MAX. VISIBLE LIGHT OPENING
4LL
IT
9" MAX.
11
1
15" MAX
O.C.
9" MAX. I~ 9" MAX. FROM CENTER
OF MEETING RAIL
111" OVERALL WIDTH
1ANCHOR @
MIDSPAN
1 ANCHOR ON 1 ANCHOR ON
EACH SIDE OF EACH SIDE OF
1 ANCHOR AT THE MEETING THE MEETING 1 ANCHOR AT
CORNER RAIL RAIL CORNER
63"
OVERALL
HEIGHT
Anchor Type
Frame
Member
Substrate
Min. Edge
Distance
Min. O.C.
Distance
Min.
Embedmentor
Metal Thickness
#12, Steel SMS (Gr. 5
or 410 SS, (min. of 3
threads beyond metal
substrate)
All
Southern Pine (SG = 0.55)
9/16"
7/8"
1-3/8"
6063-T5Aluminum
3/8"
9/16"
0.060"
A36 Steel
3/8"
9/16"
0.050"
Gr. 33 Steel Stud
3/8"
9/16"
0.045" (20 Ga)
UltraCon Elco
ltr
Jamb
Hollow or Filled Block, (ASTM C90)
2-1/2"
6"
1-1/4"
All
Concrete (min. 2.85 ksi)
2-1/2"
4"
1-3/8"
All
Southern Pine (SG = 0.55)
1-1/16"
1-1/16"
13/8"
1/4" DeWalt
UltraCon+
Jamb
Hollow Block, (ASTM C90)
1-3/8"
6"
1-1/4"
Jamb
Filled Block, (ASTM C90)
1"
6"
1-3/4"
All
Concrete (min. 2.85 ksi)
1-1/4"
4"
1"
All
Southern Pine (SG = 0.55)
1"
1"
1-3/8"
1/4" 410 SS Elco
CreteFlex@
Jamb
Hollow or Filled Block, (ASTM C90)
1-3/4"
6"
1-1/4"
All
Concrete (min. 3.35 ksi)
i 2-1/2"
t 4"
1 1-3/4"
IF THE FRAME CONTAINS A FACTORY COUNTERSINK, ONLY USE FLATHEAD ANCHORS AT THAT LOCATION.
33-5116"
FIXED
VISIBLE
/
LIGHT
/
56-9/16"
SASH
VISIBLE
57-13/16"
FIXED
VISIBLE/
/
LIGHT
��//
LIGHT
/
33-5/16"
SASH
VISIBLE
LIGHT
TYP. XOX (1/3-1/3-1/3) ANCHORAGE
& MAX. VISIBLE LIGHT OPENING
OVI
HE
111"OVERALL WIDTH
2 ANCHORS
1 ANCHOR ON FOR FRAME 1 ANCHOR ON
EACH SIDE OF WIDTHS EACH SIDE OF
THE MEETING OVER, THE MEETING
AND OVER,
1 ANCHOR RAIL OTHERWISE 1 RAIL 1 ANCHOR
AT CORNER ANCHOR AT CORNER
63"
564/16"
57-13/16"
°RALL
SASH
FIXED
VISIBLE
IGHT
VISIBLE
LIGHT
LIGHT
24-5/8 "
SASH
SASH
VISIBLE
50-3/8" FIXED
LIGHT
VISIBLE LIGHT
/
MAX.
~I I~ OF MEETING"RAIL
TYP. XOX (1/4-1/2-1/4) ANCHORAGE
& MAX. VISIBLE LIGHT OPENING
9" MAX.
_ 1
15" MAX.
O.C.
LYN/V#
* ; yNo.
5588705 ` •, y*�
0, •, STATE OF
A. LYNN MILLER, P.E.
P.E.# 58705
OVERALL
HEIGHT
EXTERIOR
a
LOCKS AT SASH
SIDE RAIL OR 7 SHOWN
EMBEDMENT
��MEETING RAIL 10 INSTALLED THRU
EDGE DISTANCE �--�I 11 1X BUCKSTRIP
"A—
24
DISTANCEFX EDGE30 X EMBEDMENT
101
EXTERIOR
BUCK WIDTH
OVERALL WIDTH
SHOWN
INSTALLED THRU
1X BUCKSTRIP
VERTICAL SECTION B-B
EMBEDMENT
HORIZONTAL SECTION A -A
#12 STEEL SELF DRILLING
SMS (G5), SEE TABLE 1
#12 STEEL X
SELF -DRILLING
SMS (G5), SEE
TABLE 1
oil h
'01 Eli
INSTALLED INTO v EXTERIOR
APPROVED ALUMINUM,
STEEL FRAMING OR
STEEL STUD.
BUCK WIDTH
OVERALL WIDTH
HORIZONTAL SECTION C-C MULLION SECTION
APPROVED MULLION, MAY BE
VERTICAL OR HORIZONTAL.
NOTES:
1) USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1. 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 1. 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 2 & TABLE 1 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.
j EDGE
DISTANCE
* ; No. 58705
2�
���� •, STATE OF
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 2:
DESIGN
PRESSURE
(PSf)
o,
.c
0
O
ONerall Height
38-3/8"
43-1/2"
50-5/8"
63"
Glass Type 1
Glass Type 2
Glass Type 1
Glass Type 2
Glass Type 1
Glass Type 2
Glass Type 1
Glass Type 2
26-1/2"
X
2
0
O
X
+55/-65
+55/-65
+55/55
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
37"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
45"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
49"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
53-1/8"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
61"
+55/-65
+55/-65
+55/-65
+55/-65
+55/55
+55/-65
+55/-65
+55/-65
66"
+55/55
+55/-65
+55/-65
+55/-65
+55/55
+55/-65
+55/-65
+55/-65
74"
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55/-65
+55.0/-63.2
+55/-65
w
53-1/8"
<^o
+55/-65
+55/-65
+55/-65
+55/-65
+55/55
+55/-65
+55/-65
+55/-65
—
61"
M
+55/55
+55/-65
+55/-65
+55/-65
+55/55
+55/-65
+55/-65
+55/-65
74"
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/-65
+55/-65
O
85"
`�_
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/-65
+55/-65
97"
X
O
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/-65
+55/-65
111"
X
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55.0/-63.2
+55/-65
53-1/8"
v
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/-65
+55/-65
74"
N
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/54.8
+55/-65
85"
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+55/57.9
+55/-65
97"
�_
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+53.5/-53.5
+55/-65
109"
X
O
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+50.4/-50.4
+55/-65
111"
X
+55/-65
+55/-65
+55/55
+55/-65
+55/55
+55/55
+50/-50
1 +55/-65
5/16" NOM.
GLASS STACK
1/8" ANNEALED GLASS
.090" PVB
1/8" ANNEALED GLASS
5/16" LAMI. GLAZING
GLASS TYPE 1
TABLE 3:
5/16" NOM.
GLASS STACK
1/8" HEAT -STRENGTHENED GLASS
090" PVB
1/8" HEAT -STRENGTHENED GLASS
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
NOTES:
1) FOR SIZES NOT SHOWN, ROUND UP TO THE
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE.
LYN/VM//" /'%
�o
* ; No. 5588705 ` •, y*�
O 913/20
���� •, STATE OF
A. LYNN MILLER, P.E.
P.E.# 58705
.330"
.250"
1.600"
O2 SILL
33 SILL ADAPTER
WEEPHOLES
WEEPHOLE DETAILS
SHOWN WITHOUT WEEPHOLE COVERS.
SEE SHEET 1 FOR QUANTITY AND SPACING
ASSEMBLY DETAILS
ILTA IA:01I►[ell II
DOW-791, 899,
983 OR
RGS-7700
BACKBEDDING
50 1/2" NOM.
GLASS BITE
EXTERIOR
a
TYP. GLAZING DETAIL
* ; yNro. 5588705 ` •, y*�
���� •, STATE OF
A. LYNN MILLER, P.E.
P.E.# 58705
TABLE 4'
Item
Description
1
Frame Head
2
Frame Sill
3
Sill Adapter
4
Frame Jamb (Fixed)
5
Frame Jamb (Operable)
6
Heavy Duty Fixed Meeting Rail
7
Side Rail Lock
8
Sash Top & Bottom Rail
10
Sash Side Rail
11
Sash Meeting Rail
12
Dogbone Reinforcement
13
Sash Stop
23
.190" X.200" Q-Ion Wstp. (Frame)
24
.187" X.230" Fin Wstp.
25
Bulb Vinyl Wstp. (Sash)
26
Frame Sill Gasket, Polyethelyne, opt.
27
Frame Head Gasket, Polyethelyne, opt.
28
Sash Gasket, Polyethelyne, opt.
29
Weephole Cover
30
Sweep Latch
31
Roller Housing & Guide
32
Roller
33
Frame/Sash Comer Sealant, opt.
50
Setting Block 3/32" X 1/4" X 1"
70
Kommerling Kodispace 4SG TPS
2.000" -
.oso"
2.009"
.050"
OFRAME HEAD
6063-T6 ALUMINUM
OFRAME JAMB (OPERABLE)
6063-T6 ALUMINUM
1.932"
1.457"
.062"
11 SASH MEETING RAIL
6063-T6 ALUMINUM
2.000"
2.824"
.875"
2.610"
.os2"
OFRAME SILL O SILL ADAPTER
STTUAMmINUM 6063-T6 ALUMINUM
1.845"
.062" 2.010"
.093"
OHD FIXED MEETING RAIL
6063-T6 ALUMINUM
r 1.115" 1-
.062" J
12 DOGBONE
REINFORCEMENT
6063-T6 ALUMINUM
8�
.874
.062"
050"
.926"
1.245"
J
OFRAME JAMB (FIXED)
6063-T6 ALUMINUM
OSIDE RAIL LOCK O SASH TOP & BOTTOM RAIL
6063-T6 ALUMINUM
r1.113" +�
.781"
13 SASH STOP
6063-T6 ALUMINUM
735"
.3'18"
.065"
iq LAMI. BEADING
PVC
1.931"
6062-"1.853"
10 SASH SIDE RAIL
6063-T6 ALUMINUM
LY .. y
* ; No. 5588705 ` •, y*�
O 913/20
0, •, STATE OF
A. LYNN MILLER, P.E.
P.E.# 58705