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rWT-i Product Approval
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Product Approval Menu>product or Application Search>Application List>Application Detail
�I FL# FL23359-R4
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 Jens Rosowski
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 Windows
Subcategory Horizontal Slider
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
® Validation Checklist-Hardcopy Received
Certificate of Independence FL23359 R4 COI Cert of Independence.odf
Referenced Standard and Year(of Standard) Standard Year
TAS-201 1994
TAS-202 1994
TAS-203 1994
Equivalence of Product Standards
Certified By
Sections from the Code
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxHI9oecA%2b... 9/5/2019
Florida Building Code Online Page 2 of 2
Product Approval Method Method 1 Option D
Date Submitted 04/18/2019
Date Validated 04/18/2019
Date Pending FBC Approval 04/25/2019
Date Approved 06/18/2019
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 R4 II HR4010A.Ddf
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 R4 AE HR4010 Eno Eval.Ddf
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 R4 II HR4110A.Ddf
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 R4 AE HR4110 Eng Eval.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 R4 II SGD-4025A-W.Ddf
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 R4 AE SGD4025A-W-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 R4 II SGD-4130A Window.Ddf
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 R4 AE Eng Eval SGD-4130 Window.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:
W,q11 M 99 M
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxHI9oecA%2b... 9/5/2019
SERIES 4110A IMPACT RESISTANT
DESIGN PRESSURE RATING IMPACT RATING
I HORIZONTAL ROLLER WINDOW VARIES, RATED FOR LARGE&SMALL
� 1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY
SEE SHEET 4 MISSILE IMPACT RESISTANCE
I WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
I INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 74"OVERALWIDTH _ '.I 111"OBUCK IDTH
73"BUCK WIDTH 110"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B
B
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 ,r
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE. C. d! rfl _C / //
WOOD BUCKS DEPICTED AS 2X ARE 1-12"THICK OR GREATER. 63" f .A A'
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO OVERALL
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK HEIGHT / s, OVERALL r
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE 62" HEIGHT
ENGINEER OR ARCHITECT OF RECORD, r
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND BUCK 62°
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT HEIGHT BUCK / A)114-112-114 @ 63"HEIGHT
LENGTH.INSTALLATION ANCHORS SHOULD BE SEALED. HEIGHT ° JR,10109/18
OVERALL SEALINCIFLASHING STRATEGY FOR WATER q
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 y .--
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE L -
ALWAYS 3" -8 3.3116" SEE NOTE A, B 3-3116"
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD ALWAYS _ I~ a
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO REQUIRED SEE NOTE D,THIS SHEET REQUIRED THIS SHEET 3" w m > o 0
Q CORNERS CORNERS SEE NOTES g m z aloe 0 J
RESIST LOADS IMPOSED ON THEM BY THE WINDOW. Q B&C.THIS SHEET 7rC
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TYP.XO ELEVATION.(OX SIM.) TYP.XOX -1/3-1/3)ELEVATION }Y„ ? o� z v
TO RESISTTHEWIND LOADS CORRESPONDING TO THE < rc
REQUIRED DESIGN PRESSURE.THE 33-113%STRESS INCREASE ff
J LL g _
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 rp O o O
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF ❑=LL'o° F i2 Li 'vr'pory
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACT 0�d w mg Omo
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE < z< v o
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR Ill"OVERALL WIDTH w n o Ip
CORROSION RESISTANCE. 110"BUCK WIDTH °' Z° 0
5
C O Ulaays
USER INSTRUCTIONS; / o'� O
rn
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENING'S DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. 0
//r t y o o OQ Z
A 0/ cc f 3 z Z
2)KNOWING YOUR WINDOW CONFIGURATION(OX,XO,XOX),SIZE AND GLASS TYPE,DETERMINE YOUR WINDOWS DESIGN PRESSURE % ' A vw W
REOUIREM ENT FOR THE WINDOW OPENING USING TABLE 2,IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR 63„ f s o o y m W along
THE WINDOW OPENING OBTAINED IN STEP 1. OVERALL. E 3 3 N F�N 2 to o
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS. HEIGHT ® o O
Of
4)DETERMINE THE ANCHOR QUANTITY FROM SHEET 2.VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR 82° U =m Q Z =
BUCK- apq asap saua5
OPENING'S CONDITION FROM TABLE 1,AND THATALL MIN,REQUIREMENTS FROM THIS SHEET SET ARE MET. HEIGHT �-
5)INSTALL ASPER SHEET 3. fj
' „ `',%,%%I
\ ..
GENERAL NOTES.... LCENNSEN,
(
7
i
ELEVATIONS............ .....1 No.58705 ?
ANCHOR SPECIFICATIONS ..2 7k'
ALWAYS THIS SH E A, g f~ 3-3116°
ANCHOR SPACINGIOUANTRIES..2 CODES/STANDARDS USED: SEE NOTES _` y_ 3" 7k-
•2017 FLORIDA BUILDING CODE(FBC),6TH EDITION REQUIRED THIS SHEET B&C.
-
INSTALLATION......... ...3 @CORNERSq' /p°
DESIGN PRESSURES .....4 -ASTM E13OD-04 WEEPHOLE NOTES: THIS SHEET O t, 0
GLAZING DETAILS,- ....,4 •ANSI/AF&PA NDS-2015 FOR WOOD CONSTRUCTION A REQUIRED IF WINDOW WIDTH IS OVER 67'. 0,� FTA
CORNER ASSEMBLY......................5 -ALUMINUM DESIGN MANUAL,ADM-2015 B.REQUIRED IF WINDOW WIDTH IS OVER 45"AND UP TO 67".. TYP.XOX(1/4-1/2-1/4)ELEVATION FS•• ORION. •��?�
EXTRUSION PROFILES.................6' •AISI S100-12 C.REQUIRED IF WINDOW WIDTH IS OVER 89', i, s ••• G��
PARTS LIST..P.......... 6 •AISC 360-10 D.REQUIRED IF WINDOW WIDTH IS OVER 45".
A LYNN MILLER,RE,
P.E.#58705
111'OVERALL WIDTH ...-�
74"OVERALL WIDTH =i 1 ANCHOR @
MIDSPAN
1 ANCHOR ON I 1 ANCHOR ON 1 ANCHOR ON
tANCHOR 1ANCHOR
EACH SIDE OF I tANCHOR AT EACH SIDE OF + EACH SIDE OF
THE MEETING I 1 ANCHOR ATI
THE MEETING THE NG
'AT CORNER RAIL AT CORNER I I CORNER RAIL RAIL RAIL CORNER
t I 1
9"MAX. T — 9°MAX.
visIBLE
I 33-511 }
• y_ FU(ED _
LIGHT _1
56-9116" << 57-13!16 57-13!16jf
56-9/16" %� ' t
SASH . FIXED SASHJ/J �/ t
VISIBLE ' VISIBLE ! 150M1ACN('OVERALL OVERALL VISIBLE I�—`,) VISIBLE Z�j „ 15"MAX.
LIGHT LIGHT HEIGHT HEIGHT LIGHT �%' LIGHT O.C.
� I � A)114-1/2-1/4 @ 63•HEIGHT
335/16" 335/16" � 33-5116JR,10/09/16
" •�
SASH
_ SASH I SASH
VISIBLE �' VISIBLE { r VISIBLE
LIGHT LIGHT ( I LIGHT
aD "aa_
I i I I H N
9 MAX. I _ 9"MAX.FROM CENTER 9 I� 9"MAX.FROM CENTER cc 0 0 ¢
I` OF MEETING RAIL —' OF MEETING RAIL alo0 p 0.
TYP.XO ANCHORAGE(OX SIM.) TYP.XOX(1/3-1/3-1/3)ANCHORAGE w
&MAX.VISIBLE LIGHT OPENING &MAX.VISIBLE LIGHT OPENING '' LU
¢O' a ®x x
'm o,�g o !E Ke
111"OVERALL WIDTH --i o=wF= 0,;
I WW "O1c -oN
UUd W
2 ANCHORS a i^ U �k JM0o
1 ANCHOR ON 1 ANCHOR ON a
FOR FRAME
EACH SIDE OF EACH SIDE OF u_
TABLE is WIDTHS 109" ! �o z� �
THE MEETING THE MEETING
MIO. AND OVER, O
Anchor Type Frame Substrate Min.Edge Min.O.C. Embedment or 1 ANCHOR RAIL OTHERWISE 1 RAIL 1 ANCHOR N
Member Distance Distance ATCORNER ANCHOR
Metal Thickness i AT CORNER
I.. 49 o r z 7aa45
Southern Pine SG-0.55 9/16" 7/8" 13/8" -
#12,Steel SMS(Gr.5 ( - ) � I� � IT-) t ; j IL e"MAX, y � �' O �
or 410 SS,(min.of 3 6063-T5 Aluminum 318" 9/16' 0.060" l - s y o Z p z
threads beyond metal All A36 Steel 3/8" 9/16" 0.050" j I ;9 w z
substrate) Gr.33 Steel Stud 318" 9116• 0.045•(20 Ga) ! E�I s y� � � ¢
Jamb Hollow or Filled Block,(ASTM C90) 2-1/2" 6" 1-1/4" '' %' 1 _
1/4"Elco UltraCorl® All Concrete(min.2.85 ksi) 2-112" 4" 13/8" 63• SSASH• SFuceD 15.Mnx ® o o 2 of
OVERALL
All Southern Pine(SG=0,55) 1-1/16" 1-1/16" 13/8" v151BLE VISIBLE 2
HEIGHT LIGHT I O.C. v.^a i ant _ a0 sagas
1/4"410 SS Elco Jamb Hollow or Filled Block,(ASTM C90) 1-3/4" 1 6" 1-1/4" LIGHT
CreteFlex® All Concrete(min.3.35 ksi) 2-112" 4" 1314' �.�`1�IIYILYN '-
2451T
IFTHE FRAME CONTAINS A FACTORY COUNTERSINK,ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. SASH N
f
.1.vi '�_ 50 3/6 FOCED..... UGENS
VISIBLE! F �� .
I. LIGHT VISIBLE LIGHT �
No.58705
9"MAX.
9"MAX.FROM CENTER 13/ l � ;•�.`
OF MEETING RAIL �,n'•, .`STA E F :• (V
TYP.XOX(1/4-1/2-1/4)ANCHORAGE ��'SiS,�ONAL
&MAX.VISIBLE LIGHT OPENING //rn 11111``
A LYNN MILLER,RE
P.E#56705
I
I
i
LOCKSATSASH
SIDE RAIL OR 7
MEETING RAIL SHOWN
EDGE DISTANCE EMBEDMENT 110 INSTALLED THRU j
/ \ I _ 1X SUCKSTRIP
DISEDGETANCE ,`/• J,�'I� X /3' X EMBEDMENT
EMBED- "C7 �. /
/ ��• / MENT 1A I /
Y
- ° lI
\\\\`
DISTANCE
—100
EXTERIOR
/ 1`5 A)1/a-12-1/4@63"HEIGHT
a JR,10/09/18
8
BUCK WIDTH
OVERALL WIDTH
ED
Y ¢
OVERALL
HORIZONTAL SECTION A-A w N 3:
w o O ¢
HEIGHT \,;•__;, -_ r- 4, j aloe
#12 STEEL SELF DRILLING S Q p J
BUCK Ow X
SMS(G5),SEE TABLE 1 Y �a Z p
HEIGHT #12 STEEL �lJ - �11?-- •� > o riH� W
SELF DRILLING X ¢O < g -� _
SMS(G5),SEE m O �. O �8
TABLE 1 I,.: Z LL ~ vma�Cl
LE
114x' 5._ SHOWN I j pIL,
INSTALLED f W o U
i 50 DIRECTLY INTO I y -+. O CL i LL
O
_
METAL, y -
._�.: --1121z CO
�, )� ....... .,...,_.............M,....,..,!`-R,,,,,, __.
� o
INSTALLED INTO \' EXTERIOR _ m°a fi O O
APPROVED ALUMINUM, �I, 3 z� Z F Z
STEEL FRAMING OR �/' 6/ m v' LU
m LU aiaas
29STEEL STUD. v 6 z a 0' /n ¢
29' N
BUCK WIDTH ® ¢S ,P y o
�! OVERALL WIDTH o'==" O
U =
stlowN HORIZONTAL SECTION C-C MULLION SECTION
�mso
Un2C
INSTALLED THRU al11.•asap sauag
�,.. 1X BUCKSTRIP APPROVED MULLION,MAY BE `
VERTICAL OR HORIZONTAL, � X77
`�.X9\0 LYNN
/•,�,,'•F�x it/ T ; E DISTANCE LIMR'S.ANY se
OYES: �10EN
1 USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1.FOLLOW EMBEDMENT AND EDGE Q-;' CC y
INSTALLATION OPTION SHOWN MAYBE USED ON ANY SIDE OF THE WINDOW. P
EXTERIOR. ,l! /:� / .' �` 1 �.� Na.58705 :• *�
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 1-1l2"THICK OR GREATER.1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO PROPERLY TRANSFER LOADS TO THE _ . f 0
EDGE DISTANCE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. T 3A O (p`
VERTICAL SECTION B-B 3)SEE SHEET 28 TABLE I FOR SPACING REQUIREMENTS. �i,�s •F.O....SN.••o
4)MAX.SHIM THICKNESS TO BE 114". s10lVAL I
5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A LYNN MILLER,P.E.
P.E#68705
I ,
TABLE2i
DESIGN a, O%erall Height
PRESSURE 0 38-3/8" 43-1/2" 50-518" 63"
I
(per 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" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65
t
j 37" +551-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +551-65
45" X +55/-65 +55/-65 +55/-65 +551-65 +551-65 +551.65 +55/-65 +55/-65
49" o +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +551-65 +551-65 +55/-65
53-1/8" Q +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +551.65 +55/-65
X
61" +55/-65 +551-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +55/-65
66" +55/-65 +55/-65 +55/-65 +55/-65 +551-65 +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
L
53-1/8- +55/-65 +55/-65 +551-65 +55/-65 +55/•85 +55/-65 +55/-65 +55/-65 A)114-12-114 @ 63- EIGHT
JR,10!09116
61" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +551-65 p
74" +55/-65 +55/-65 +551-65 +55/-65 +55/-65 +551-65 +55/-65 +55/-65
_ O 85" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 °r Y
97" X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65
111" X +55/ 5 +551.65 +55/-65 +55/-65 +551-65 +55/-650
+55.0/-63.2 +55/-65
53-1/8" +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 ZF �� o
74" +55/-65 +55/-65 +55/-65 +55/-65 +551.65 +551-65 +551-64.8 +55/-65 Z H z
N W
85" +55l�5 +55/-65 +55/-65 +551-65 +551-65 +55/-65 +55/-57.9 +55/-65 >o.g o e d a =
f
9T' a +551-65 +55/-65 +55/-65 +55/•65 +55/-65 +55/-65 +53.51-53.5 +55/-65 0=w E u a °"a° '"N
W U U d It R Z JMG
109" X +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50.4/-50.4 +55/-65 w z< V
111" XO +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65 +50/50 +55/-65 a c= u�
O
;c i iaa45
5116"NOM. 5116"NOM. •–ac5fA
i Q
GLASS STACK GLASS STACK—�I I� s�+a OQ Z
3s. zw Z t1
arca
1/8"HEAT-STRENGTHENED II.GLASS n c G m Z 5
118"ANNEALED GLASS o y
.090"PVB .GLA S O $LL„ = O=
118°ANNEALED GLASS. 1!8"HEAT-STRENGTHENED GLASS
°oma= U v
oo�O J Z
5/16"LAW GLAZING 5/16"LAMI.GLAZING �m a 2
GLASS TYPE 1 GLASS TYPE 2
LYNtv !�>
TABLE 3:
No:S8705
Laminated Glass Types
`(•2;
1 1/8"Annealed,0.090"PVB,118"Annealed
2 1/8"Heat-strengthened,0.090"PVB,1/8"Heat-strengthened %O,c'., 'STA `F
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB i��`s'••:c<OF21DP.-''G\?�
NOTES:
1)FOR SIZES NOT SHOWN,ROUND UPTOTHE �!!!l/11111111�
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION
SHOWN ON THE TABLE. A.LYNN MILLER,RE
P.E#58705
i
I
9
'a
r i 28
10
28 a
3 12
A)114-12-114@63°HEIGHT
JR.10/09/18
11
z`
Oe Q
Y
w Z!cc 04
j nay
W n O O Q
a
2 � 2. � aloe 0 O J
LLFRAME a 'S� � z v
zs CORNERS SASH d°oma W
CORNERS MEETING RAIL m o n o a =
.,� C 2 e F 0, .o,n .ON
ASSEMBLY DETAILS
co
U-
W
J.
c o z � O_laa4g
O:SILL ADAPTER DOW-899 OR .—" ¢$+
GE-7700 as aD p ❑ d
BACKBEDDING s H3'E z� Z W Z
C Z�m along
50 12"NOM' E3 Z�' m Q
3 GLASS BITE <= Z
W
.3. EXTERIOR ® 08i � a.
a 03 .. O OC
US=� Q U 2
2 N1 'asap sa��a5
�I zso 330 ' TYP.GLAZING DETAIL
O
04. .415• ov LYNN ,
��..• 1,lCENSF, /��
�+- 1.200" 1.200"
WEEPHOLES i}; Nq 58705:
1.Boo" WEEPHOLE DETAILS `_�0 �IA %71
:SHOWN WITHOUT WEEPHOLE COVERS. <.n (�F -
2 SILL SEE SHEET 1 FOR QUANTITY AND SPACING "U'9•••,.OR10 Q,
�'', ZONAL
AKN wtlliA P.E.
P.E#58705
1
(
TABLE 4:
Item Description 2.000" .875" I--
1 Fume Head
2 Frame Sill 2.000"
3 Sill Adapter I,
4 Frame Jamb(Fixed) .062"
5 Frame Jamb(Operable) .. r 050" z.eza"
6 Heavy Duty Fixed Meeting Rai) I .062" 2'610 z.12a^
111
� 7 Side Rail Lock zoos^ -
! 8 Sash Top&Bottom Rail
10 Sash Side Rail
0,. .:
11 Sash Meeting Rail .05 .062'- .062"
12 Dogbone Reinforcement
13 Sash Stop 1O FRAME HEAD 0 FRAME SILL O SILLADAPTER O FRAME JAMB(FIXED?
14 Beading .6063-T8ALUMINUM 60fi3-T MINUM 0 J- A UM NUM 6083-TB ALUMINUM A)1!4-112-114 Q 83°HEIGHT
23, .190"X.200"Q-Ion Wstp.(Frame) _ � JR,10!09118
24 :187"X:230"Fin Wstp.
25 =Bulb Vinyl Wstp.(Sash)
2.463"
29 Weephole Cover 1.845' 00 ¢
30 Sweep Latch
31 Roller Housing&Guide
32 Roller .050^ 1s31^ w c ¢
50,Setting Block 3/32"X 1/4"X 1" 0sz° ssa^ —� szs" I~ g z alo0LL
81 Silicone G azmg Sealant z.za5^ .062" f z.01o^ osz° 10 a
.., m a n
< m ca V
O� a Ra of
�
r .093" .87N' 1,245"
¢ .oN
1111 IUr/1 U U U, k? DMO- .062". z U o
W,�� ti co
BLE) HD RAIL SIDE RAIL LOCK O
603T6MNO 6063IT6 ALUMNUM
6A
6063-T6 ALUMINUM O qP 8 BOTTOM RAIL 10 6063-T6 ALUMISASH SIDE RAIL
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P.E#58705