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+ FL# FL23358-RS
Application Type Revision
Code Version 2020
Application Status Approved
Comments
Archived
REVIEWED FOR.
Product Manufacturer CGI Windows and Doors CODE COMPLIANCE
Address/Phone/Email 10100 NW 25 Street (��
Miami,FL33172 ST. LUCIE COUNTY
(305)S93-6590 B®CC
Lmiller@pgtin@pgtindustries.com
Authorized Signature ]ens Rosowski
jrosowski@pgtindustries.com
File C'®p
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL23358 R5 COI Cert of Independence.pdf
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://floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvxHl9oecA%2bZilHygk%2fUYxUm7°/a2bJJxOylbgdNbuaBuCnPw%3d%3d 1/2
1/20/2021 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 SH4000 Eng Eval CGI.Rdf
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 Stale of Florida.::Privacy Statement::Accessibility,Statement::Refund Statement _
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mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 85D.4B7.1395.-Pursuant to Section 455.275(1),
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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:
Safe, .
https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvxHl9oecA%2bZilHygk%2fUYxUm7%2bJJxOylbgdNbuaBuCnPw%3d%3d 2/2
Urich Engineering, LLC 6154 Newgate Circle
Mechanicsburg,.PA 17050
717-317-8454
steve@urichengrllc.com
October 4,.2017
I�
To Whom it May Concern:
Urich Engineering, LLC is owned and operated by Steven Urich,PE.
Urich Engineering, LLC and.Steven Urich,PE do not have, nor intend to acquire, a financial .
interest in any company manufacturing or distributing a product listed in this product approval;
Urich Engineering, LLC and Steven Urich,PE are not affiliated with any company testing or
labeling a product under this approval;
Urich Engineering, LLC and Steven Urich,PE do not have,nor intend to acquire, a financial
interest in any company involved in the approval process of the products listed in this product
approval.
Thank you.
__;E
r_
Steven M. Urich, PE.
President
rcem has 6een_electromcally sign'en and sealed
6y Steven M'Unch,PE on 1U/4J20ll iisrnga Digital
• .p * _ Punted cbp�es ofthis document are nosconsideredj'.
STATE.OF Sn,d an j�Baled and the signature must 6e verrfied
i�`S��OR4�PG�= on any electron copies
�OIM1fAy,����?�
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 &8/27120.
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.
t�
r�t�urr�r-:r
lY0.587U5
j: 12
9/3IQ
At-
�J
A. Lynn Miller, P:E.
P.E.-#58705
FLORIDA PRODUCT APPROVAL#23358
SERIES 4100A IMPACT RESISTANT SINGLE HUNG
DESIGN PRESSURE RATING 'IMPACT RATING
WINDOW +55I-65 PSF RATED FOR LARGE&SMALL
MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY WITH THE '
REQUIREMENTS OF THE FLORIDA BUILDING CODE,INCLUDING THE HIGH 53-1/8""TIP-TO-TIP WIDTH 52-1/8°BUCK WIDTH '
VELOCITY HURRICANE ZONE(HVHZ). 52-1/8"BUCK WIDTH SEE D.C.ON
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE DEBRIS NO ANCHORS TABLE 1,-1
REGIONS. REQUIRBED IN HEAD r J SHEET
52-1/8""BUCK WIDTH
Il 9'MAX. 8-112'MAX -
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 C C
INSTALLATIONS.1X WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED A 48-13116° 7}�• 48-13/16" 48-13116'
DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' 35-1I8" VISIBLE LIGHT I 35-118" 35-1/8"
THICK OR GREATER.IX AND 2X BUCKS(WHEN USED)SHALL BE FRAME SEE VISIBLE LIGHT FRAME VISIBLE LIGHT FRAME
DESIGNED TO PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD VISIBLE TABLE 2
BU
A CK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LIGHT 1 + LISIBLE GHT SIBLE LIGHT
GHT
ENGINEER OR ARCHITECT OF RECORD. 6"MAX.O.C.
77" SEE O.C. C + T C
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL BUCK TABLE 3, 1
DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT LENGTH. HEIGHT
INSTALLATION ANCHORS SHOULD BE SEALED.OVERALL SHEET 3 /' BUCK
B"MAX.FI
SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF CENTER 35-1/8" 78" / HEIGHT / 77"
35-1/8" 35-118"
INSTALLATION SHALL BE DONE BY OTHERS AND IS BEYOND THE SCOPE MEETING RAIL VISIBLE SEE TIP-TO VISIBLE VISIBLE BUCK _
OF THESE INSTRUCTIONS. LIGHT 47-11/16" TABLE TIP LIGHT LIGHT HEIGHT
HEIGHT i— 47-11/16" 47ISIBLE I
5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION WHERE + VISIBLE y 11 VISIBLE I VISIBLE 11II
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE SHIMS CAPABLE LIGHT 1 I LIGHT 1 LIGHT
OF TRANSFERRING APPLIED LOADS.WOOD BUCKS,BY OTHERS,MUST BE 9 i 8-1/2"MAX.
SUFFICIENTLY ANCHORED TO RESIST LOADS IMPOSED ON THEM BY THE WINDOW. B NO ANCHORS D" D
REQUIRED IN SILL 2-7/8"MAX. 6"MAX.O.C.
6)THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO RESIST TYP.FLANGE FRAME TYP.INTEGRAL FIN FRAME TYP.INTEGRAL FIN FRAME
THE WIND LOADS CORRESPONDING TO THE REQUIRED DESIGN ANCHOR LOCATIONS(CD- SIZE ANCHOR LOCATIONS�MAX.SIZE ANCHOR LOCATIONS OP SIZE PRESSURE.THE 33-113%STRESS INCREASE HAS NOT BEEN USED IN THE
DESIGN OF THIS PRODUCT.THE 1.6 LOAD DURATION FACTOR WAS USED (INSTALLED WITH SCREWS) (INSTALLED WITH NAILS
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. 1
1
1/2'NOM. ORIEL CONFIGURATION
GLASS BITE ALLOWED PROVIDEDTP
THAT THE FRAME VISIBLE
LIGHT HEIGHT OF 35-118"
5116"NOM. 6/16"NOM. DOW-791,899,983 OR AND THE FRAME HEIGHT,
GLASS STACK GLASS STACK RGS-7700 AS SHOWN ABOVE,IS NOT
31 BACKBEDDING EXCEEDED.
118"ANNEALED GLASS 1/8"HEAT-STRENGTHENED GLASS
.090"PVB .090'PVB EXTERIOR
1I8"ANNEALED GLASS 1/8"HEAT-STRENGTHENED GLASS -
5/16"LAMI.GLAZING 5116"LAM].GLAZING TYP.GLAZING DETAIL
7ti?l
GLASS TYPE 1 GLASS TYPE 2
alll '
`N-
OImpact Resistant
TABLE 1: Title. Drawn W. Windows&Doors
SH WINDOW INSTALLATION J ROSOWSKI wEaESTRONGER" *t No 587 �
Laminated Glass Types ,....+o.,e.n..,,ai.i........a,.
Daecrip8on:
1 9(8 Anhealed 0.0W PVB 1/6^Annealed GENERAL NOTES&ELEVATION 09/20/17 PREPARED BY LYNN MILLER
2 116 Heat strengthened 0 090 PVB 1/e Heat-strengthened 1070 TECHNOLOGY DRIVE :.Q�}, STATE
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB N.VENICE,FL ADDED ULTRACON+ANCHOR RJR 08/27/20 o9�)4B mzo o3cO�winoowsa �`,r�'cS`S�ONAL
Sonea/Alodah Seale: Shoat: Dmwln9 No. Rar. Ooorts,umiTEO LICENSE To MAKE ��lll)IlI1 St�1,
SH-4-100A NTS 1 OF 4 SH4100FLPA E COPIES FORPERYMING. A.LYNN MILLER,P.E.
REGISTRATION#29296 P.E.#58705
EMBEDMENT
SHOWN
EDGE DISTANCE 1 EMBEDMENT INSTALLED THRU
3 1X BUCKSTRIP
27
EDGE 12 10
EMBEDMENT DISTANCE
#12 STEEL
1 SELF-DRILLING
SMS(G5)
SHOWN
.. INSTALLED
EDGE DIRECTLY INTO
1 24 DISTANCE - - METAL.
40
BUCK WIDTH INSTALLED INTO APPROVED
TIP-TO-TIP WIDTH EXTERIOR ALUMINUM,STEEL FRAMING
OR STEEL STUD.
29 HORIZONTAL SECTION A-A
9
NOTES Minimum Minimum Max,O.C.
6 Anchor Substrate Edge (Above l,f3etow
1)USE ONLY SUBSTRATE APPROPRIATE Embedment
TIP-TO-TIP TIP ANCHORS LISTED IN TABLE 2.FOLLOW Distance :Meeting Rail)
HEIGHT _ SE STEEL
LOCKS AT EMBEDMENT AND EDGE DISTANCE P ,Southem�Pine;(SG=„55) 9l15° 1'-3/6" 21"/23" SELF-DRILLING
TOP SASH LIMITS.ANY INSTALLATION OPTION #12 Steel BUCK -RAIL SHOWN MAY BE USED ON ANY SIDE OF Aluminum;6063-T5 min. 318" 0,078" 21'/23o �nA SMS(G5)
SMS
HEIGHT BOTTOM THE WINDOW. Screw(G5) Steel Stud,Gr.33min. 318° 0,045"(20 Ga) 21"
LIFT RAIL 2)MASONRY ANCHORS MAY BE USED A36 Steel W6. 0.050" 5'/23"
INTO WOOD'AS PER TABLE 2.ALL WOOD P.T.Southern Pine'(SG=.55) 1° 1-3/8" 21"/23"
BUCKS LESS THAN 1-1/2"THICK ARE TO
40 7 BE CONSIDERED 1X INSTALLATIONS.1X 1!4"Steal Concrete(min.2.9 ksi) 1.1/8" 1.918" 21"/23"
36 WOOD BUCKS ARE OPTIONAL IF UNIT IS Ultracon Grouted CMU,(ASTM',G90) 2-112" 1-314° 21"1 23"
INSTALLED DIRECTLY TO SUBSTRATE.WOOD BUCKS DEPICTED AS 2X ARE 1-112" EXT
Urgrauted CMU;(ASTM G9D) i-1l8" 1-1/4` 12114"/12-1/4'
31 11 .T,Southern P)ne =.55) 1-3/8, 21"/23"1"THICK OR GREATER.1X AND 2X BUCKS P �SG
(WHEN USED)SHALL BE DESIGNED TO 1/4".Steel Concrete(min.3.0 ksi) 1'7)W 1_3/6" 21"/'23"
PROPERLY TRANSFER LOADS TO THE Grouted CMU,(ASTMIC�90) 2-'t12" 1�14° 2]°/23°
EXTERIOR STRUCTURE,WOOD BUCK DESIGN AND UltraCOtt+ MULLION SECTION
APPROVED MULLION.MAY BE
INSTALLATION IS THE RESPONSIBILITY OF Ungrouted CMU,(ASTM G90) - 1" 1-1/4" 12-1/4"/12-114" VERTICAL OR HORIZONTAL.
THE ENGINEER OR ARCHITECT OF - -_------P.T.Southern Pine(SG=.55). -1"•--- -- 1-3/8' 21"/23" '
RECORD.
2 1/4".410 SS' Concrete(min.3.35$si) 1" ir314" 21"/23"
3)SEE SHEET 1 a TABLE 2 FOR SPACING CreteFleX. Concrete mtri 3.35_Ksl)_ "VIZ.— T 1 21"123"
REQUIREMENTS. Ungrouted CMU;(ASTM G90) 1-XV 1-114"-
4)MAX.SHIM THICKNESS TO BE 114". 1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE, t:�"1 jj jy'1�.r_,
2)"UNGROUTED CMU'VALUES MAY BE USED FOR GROUTED CMU APPLICATIONS. ` %A N -
,5)GLASS SHOWN IS FOR ILLUSTRATIVE ti Q '. (�
PURPOSES ONLY AND MAY DIFFER TO �� •!' /
Olmpact Resistant \\GENSF t.{(
MEET DESIGN REQUIREMENTS. ,. �
Drawn
PR By 6 Windows$Doors
WFRE STRONGER" NO 58705, i
NO ANCHORS REQUIRED IN SH WINDOW INSTALLATION J ROSOWSKI ->'rr
FLANGE FRAME SILL nn..roue nm�.xl°L x rurru t
D"cription: Dote: m:xox.waux I
INSTALLATION FOR FLANGE WINDOWS 09/20/17 PREPARED BYLYNNMILLER
VERTICAL SECTION B-B R.Ndon: R.,By: R.,Dat.: 107E TECHNOLOGY DRIVE i Q�a STATE' wv.•
N.VENICE,FL 34275 r��. .7�'(pRtgP-:
ADDED ULTRACON+ANCHOR JR 08/27/20 (941)480-1600
S.no./Nod l• S-I.: Sh..t: Drowlny NO. R.r. CDOORS,L MITED LICENSE TO M E
co PIES FOR PERMRTING. A LYNN MILLER,P.E.
SH-4100A NTS 2 OF 4 SH4100FLPA E REGISTRATION#29296 P.E.#58705
EMBEDMENT
Imo_ EDGE EDGE EDGE DISTANCE
DISTANCE DISTANCE
SHOWN
INSTALLED
DIRECTLY`INTO
EDGE 6 METAL
DISTANCE
T 27
T EMBEDMENT 12 10 EMBEDMENT
#10 STEEL
Il 11 SELF-DRILLING
SMS(G5)
4
24 EXTERIOR
V
40
29 _ I BUCK WIDTH - I APPROVED ALUMINUM,STEEL
^ FRAMING OR STEEL STUD.
HORIZONTAL SECTION C-C
U 6 TABLE 3:THOUGH-FIN ANCHORS
Min. Min. Max. #12 STEEL
LOCKS AT Anchor Substrates ,Embedment or Edge Max.In.,On-center Comer SELF-DRILLING
BUCK TOP SASH Metal Tickness Distance Distance,O.C. Distance SMS(G5),SEE
HEIGHT RAIL TABLE 2
OR 2-1/2"x.113"Box Nail P.T.SouthernPine(SG=.55) - 3/8" 6"@ Head/Sill
BOTTOM 2-1/2"x.131"Common Nail P.T.SouthernPine(SG=.55) - 3/8" '2-7/8" REMOVE FIN
LIFT RAIL 2-1/2"x.145"Roofing Nail P.T.Southern Pine(SG=.55) 3/8„ 6"@ Jambs AT MULLION
P.T.Southern Pine(SG=.55) 1-3/8" 1/2"
40 7 #10 Steel SMS Screw(G5) Aluminum,6063-T5 min 0.100" 318" 17-9/16"@ Head/Sill 8-1/2"'
36 Steel Stud,Gr.33 min. 0.05T' 18" 15"@ Jambs
A36 Steel 0.050" 3/8" !jEX?31 11 P.T.Southem Pine(SG=.55) 13/8" 9116,
L]
#12 Steel SMS Screw(G5) Aluminum,6063-T5 min. 0.125" 7/16" 17-9/16"@ Head/Slll &1f2„ V
Steel Stud,Gr.33 min. 0.071" 7/i6" 20"@ Jambs
A36 Steel 0.050" 7/16"
MULLION SECTION
1)ANCHOR MUST EXTEND A MIMIMUM OF 3 THREADS BEYOND ANY METAL SUBSTRATE. APPROVED MULLION,MAY BE
2)PANHEAD,FLATHEAD OR HEXHEAD ARE ACCEPTABLE FOR#10 SCREW;FOR#12 SCREW,USE VERTICAL OR HORIZONTAL.
ONLY PANHEAD OR HEXHEAD.
5
NOTES
1)USE ONLY SUBSTRATE APPROPRIATE
ANCHORS LISTED IN TABLE 3.FOLLOW EDGE, N N `;
EMBEDMENT AND EDGE DISTANCE LIMITS. ��OY �
EXTERIOR DISTANCE INSTALLATION OPTION SHOWN MAY BE USED ON OWPRESTRONGER ,NOImpact Resistant
ANY SIDE OF THE WINDOW. F
av��W. Windows&Doors ' p
2)2X WOOD FRAMING OR BUCK,1-1/2"THICK OR SH WINDOW INSTALLATION J ROSOWSKI 56705* • *�;
GREATER .Tn.,tx.r..II I xis ... .eu ( d g
Oxecripaon: � Date: ra:.o..au..erx rI—........ _y
3)SEE SHEET FOR SPACING REQUIREMENTS. INSTALLATION FOR FIN WINDOWS 09/20I17 PREPARED BY LYNN MILLER
--�P EMBEDMENT R.He7on: v.By:Re Rw.DaGr 1070 TECHNOLOGY DRIVE
4)MAX SHIM THICKNESS TO BE 1/4". N.VENICE,FL 34275 , OR1OR`,:,•'��\?
VERTICAL SECTION D-D ADDED ULTRACON+ANCHOR JR 08/27/20 (941)4Bo-1600 �'.SS/O CGI WINfVg5)GLASS SHOWN IS LtiN=',
PURPOSES ONLY AND OMAY LDIFFER TIO MEET Sonea/Nodd: Scale: Shxet: Orvw/np No. R.r.VE I G000as umREG ucENSE To'wu`E ����/lllllllYl
DESIGN REQUIREMENTS. SH-4100A NTS 3 OF 4 SH4100FLPA E co PIES FOR PERhmTING. A.LYNN MILLER,P.E.
REGISTRATION#29296 P.E.#58705
TABLE 4:
Item Description
1 1.985'
# 11
1 Flange Frame Head. z o0z .962'
2 Flange.Frame Sill 2.590" 23B" 050" 1.125'
3• Flange Frame Jamb .062" sot" oso :062" 05o"
4 Integral Fin Frame Head II 2.000• I T
5 IntegrafFin Frame Sill 869 Irr�w
s soo 1 esrs^
6 Integral'Fin,Frame Jamb f
7 Sash Bottom Rail 062. 06z" + 498 osz osz° .062•
8 Sash Top Rail 2.048" .062• �►-
9 HD Fixed Meeting Rail .050^
FLANGE FRAME HEAD FLANGE FRAME SILL
10 Sash Side Rail O 6063-T6 ALUMINUM O 6063 T6 ALUMINUM O FLANGE FRAME JAMB O INTEGRAL FIN FRAME HEAD
6063-T6 ALUMINUM 6063-T5 ALUMINUM
11 Sash Bottom Lock
12 Vinyl Sash Stop
20 Vinyl Bulb,Flex PVC 70
21 Frame Comer Gasket,Polyethelyne,opt. 050•
22 Sash Comer Gasket,Polyethelyne;opt
3 Fixed 2.056 T -�I �-
" 1.ozs^
I
-TT Meeting Rail Plug,Rigid PVC .050"
3.zzs•
24 Wstp.,187'X.230"Fin Seal 050" 1.125"
25 Frame/Sash Comer Sealant,opt. .062•
. r
26 Balance Take-out Clip. 1.999• r .osr 1,80T 062• z.oer
'27 Balance •975" oso"� +
.050" 1.229"
28 Sash Cam,Nylon 1,125" 1 .975' .062"
29 Sweep Latch,Zinc + .050" 11
30 #6 X5/8"Ph.Ff.SMS Latch Screws 6" .os2°
31 Setting.Block 1/8"x 1/2"x 1",EPDM 2.056" 050" 926" .Boo•
36 ISEsh Bottom Lock Spring O INTEGRAL FIN FRAME SILL O INTEGRAL FIN FRAME JAMB O SASH BOTTOM RAIL O SASH TOP RAIL
6063-T6 ALUMINUM 6063-T6 ALUMINUM 6053-T6 ALUMINUM 6063-T6 ALUMINUM
36 101azing Sealant
40 jGlass.Bead(Lam.Glass) .062"
.062"
1.763" 1.370"
.093• I .050"
+I .67y4'
--l .926"HD FXED MEETING I� 062 t
OSDE RAIL SASH BOTTOM LOC
6 63IT6ALUMINUM R41L 10 6063-SASHT61ALUMINUM 11 6063T6A UMINUMKRAIL ,IfO1.ri'l,t..r,._
OImpact Resistant .`at+�'`>14'
rn.: Ory rn or. Windows&Doors tt'
SH WINDOW INSTALLATION J ROSOWSKI WEflE9TflONGEW `* No 58705.E *''
an..loos un.p xl"L.b FL ome t o I
D..cipU-: Dot.: *.I:.o..eu..e.o I e.a:.ae.en..e.e
MATERIALS 09/20/17 PREPARED BY LYNN MILLER
1070 TECHNOLOGY DRIVE Q V• STATE OF �/.�-
R.M.ran: Re,By: R.,Dobt N.VENICE,FL 34275 v
ADDED ULTRACON+ANCHOR JR. 08/27/20 (941)480-1600
C Sc.l.: Sh..t: O-Mg No. R.r DOORS,LIMITED LICENSE TO MAKE
COPIES FOR PERMRTING. A.LYNN MILLER,P.E.
SH-4100A •NTS 4 OF 4 SH4.100FLPA E " REGISTRATION#29296 P.E.#58705
2/5/2021 Florida Building Code Online
Business a- Professional
1 ' 0. Regulation
. 1 • 0
BCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts Publications I Contact Us I BCIS Site Map I Links I Search ,
Product Approval
.USER:Public User
m
-Product Approval Menu>Product or Application Search>Application List>Application Detail
FL# FL23359-R6
Application Type Revision
Code Version 2020
Application Status Approved
Comments E r ED FOR
Archived a CODE COMPLIANCE
Product Manufacturer CGI Windows and Doors. S ® a LUCIE COUNTY
Address/Phone/Email 10100 NW 25 Street �s
Miami,FL 33172 BOCC
(305) 593-6590
Lmiller@pgtindustries.com
Authorized Signature Jens Rosowski
irosowski@pgtindustries.com
Technical Representative Lynn Miller, P.E.
Address/Phone/Email 1070 Technology Dr
N Venice,FL 34275
(941)486-0100 Ext21142
(miller@pgtindustries.com
Quality Assurance Representative
Address/Phone/Email
Category Windows _
Subcategory Horizontal Slider F1�e C®pv
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
Validation Checklist-Hardcopy Received
Certificate of Independence FL23359 R6 COI Cert of Independence.pdf
Referenced Standard and Year(of Standard) Standard Year
TAS-201 1994
TAS-202 1994
TAS-203 1994
Eq
uivalence of Product Standards
Certified By
Sections from the Code
https://florid a building.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvxH Igoe cA%2bZug05pvkaT2BeV70OnOcScAo1nOGH4F3RQ%3d%3d 112
2/5/2021 Florida Building Code Online
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 B11pdf
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 Bi.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.pddf
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•Inde endent Third Party:rtY: 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.
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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.Apr aht 2D07-2013 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
https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvxHl9oecA%2bZug05pvkaT2BeV7OOnOcScAo1 nOGH4F3RQ%3d%3d 2/2
Urich Engineering, LLC '6154 Newgate Circle
Mechanicsburg, PA 17050
717-317-8454
steve@urichengrllc.com
October 4, 2017
To Whom it May Concern:
Urich Engineering, LLC is owned and operated by Steven Urich,PE.
Urich Engineering, LLC and Steven Urich,PE do not have,nor intend to acquire, a financial
interest in any company manufacturing or distributing a product listed in this product approval;
Urich Engineering, LLC and Steven Urich, PE are not affiliated with any company testing or
labeling a product under this approval;
.Urich Engineering, LLC and Steven Urich, PE do not have,nor intend to acquire, a financial
.interest in any company involved in the approval process of the products listed in this product
approval.
Thank you.
-.F
Steven M. Urich, PE
President
\``�pw ' !r�ergrr�/ This rtem;has been electron�eally signed and seated
�� R!C'�j 6y Steven M Uncfi PE on 10%4/2o17�r.using a Digital
E
Signature:;
-p *• �= Panted copes of this document are norconsidered t�
�p STATE:OF �.. signed ands aced and4tfie signature mu be verdied
P Z z on an electronic ca ies
r"rtrrniuAnti!�"��
Engineering Evaluation Report # 4110-082820
Prepared by:
A. Lynn Millet, 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, &20-2108.176, 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.
�p srAr€o� k ttfAJAl
A. Lynn Miller, P.E.
P.E. #58705
i
FLORIDA PRODUCT APPROVAL#23359
SERIES 411 OA IMPACT RESISTANT , DESIGN PRESSURE RATING IMPACT RATING
HORIZONTAL ROLLER WINDOW. vgRIEs, RATED FOR LARGE&SMALL
SEE SHEET 4 MISSILE IMPACT RESISTANCE
1)THIS PRODUCT HAS BEEN DESIGNED&TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, 111°OVERALL WIDTH
INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ). 74"OVERALL WIDTH
73"BUCK WIDTH 110"BUCK WIDTH
2)SHUTTERS ARE NOT REQUIRED WHEN USED IN WIND-BORNE B B
DEBRIS REGIONS.
3)MASONRY ANCHORS MAY USED INTO WOOD AS PER,
TABLE 2.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE
CONSIDERED 1X INSTALLATIONS.IX WOOD BUCKS ARE
OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SUBSTRATE, C C A q
WOOD BUCKS DEPICTED.AS 2X ARE 1-1/2'THICK OR GREATER. 63°
1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED TO OVERALL 63'
PROPERLY TRANSFER LOADS TO THE STRUCTURE.WOOD BUCK HEIGHT / / OVERALL / / /
DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE HEIGHT /
ENGINEER OR ARCHITECT OF RECORD. 62'
4)ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND BUCK 62" e ADDED ULTRACON+
WALL DRESSING OR STUCCO.USE ANCHORS OF SUFFICIENT HEIGHT BUCK ANCHORS-JR-08/27/20
HEIGHT
LENGTH,INSTALLATION ANCHORS SHOULD BE SEALED.
OVERALL SEALINGIFLASHING STRATEGY FOR WATER
RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS AND I+I _
IS BEYOND THE SCOPE OF THESE INSTRUCTIONS. o Y U
,p p N CD � Aerl
5)SHIMS ARE REQUIRED AT EACH FLANGE ANCHOR LOCATION 3J/16• °0 a CN
CN
WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE.USE ALWAYS 3" B Fes- 3-3116- ALWAYS SEE NOTE A, B 3" I~ w o ;u o, y d
SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS.WOOD REQUIRED THIS SHEET g J
BUCKS,BY OTHERS,MUST BE SUFFICIENTLY ANCHORED TO REQUIRED SEE NOTE D,THIS SHEET SEE NOTES ��uu m z i a1oQ 0 LL
@ CORNERS @CORNERS B 8 C.THIS SHEET z K
RESIST LOADS IMPOSED ON THEM BY THE WINDOW.'
6)THEANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TYP.XO ELEVATION(OX SIM") TYP.XOX(1/3-1/3-1/3)ELEVATION dog o oz� LU
_ TO RESIST THE WIND LOADS CORRESPONDING TO THE
REQUIRED DESIGN PRESSURE.THE 33-1/3%STRESS INCREASE }J 0 U LL RB
HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT.THE 1.6 m Z w ®a2 moc0
LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF W5, w DM6
ANCHORS INTO WOOD.ANCHORS THAT COME INTO CONTACTw co
Z
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE 111"OVERALL WIDTH
REQUIREMENTS OF THE FLORIDA BUILDING CODE FOR a LL
p z H
CORROSION RESISTANCE. 110"BUCK WIDTH
N v
_Ox a 0 cn
USER INSTRUCTIONS:
1)DETERMINE THE SITE SPECIFIC,WINDOW OPENINGS DESIGN PRESSURE REQUIREMENT USING WINDLOAD STANDARD ASCE 7. f 2 3 z Z Z
A q
2)KNOWING YOUR WINDOW CONFIGURATION(OX,XO,XOX),SIZE AND GLASS TYPE,DETERMINE YOUR WINDOW'S DESIGN PRESSURE a c p y^ W o
REQUIREMENT FOR THE WINDOW OPENING USING TABLE 2.IT MUST EQUAL OR EXCEED THE DESIGN PRESSURE REQUIREMENT FOR 63"
THE WINDOW OPENING OBTAINED IN STEP 1. OVERALL $ W
HEIGHT ® 0 3 J O �_
3)DETERMINE THE MOST SUITABLE ANCHOR GROUP FROM TABLET ACCORDING TO THE INSTALLATION CONDITIONS.
62" chi m='�.' a/ajrl •ss p sa 5
4)DETERMINE THE ANCHOR QUANTITY FROM SHEET 2.VERIFY THAT THE ANCHOR/SUBSTRATE WILL MEET REQUIREMENTS FOR YOUR BUCK
OPENING'S CONDITION FROM TABLE 1,AND THAT ALL MIN.REQUIREMENTS FROM THIS SHEET SET ARE MET. HEIGHT
5)INSTALL AS PER SHEET 3. / `��*,4v�ONy N e',/ �f.,
c
f
GENERAL NOTES............................1
ELEVATIONS....................................1 - - �- 3.3116"
B
ANCHOR SPECIFICATIONS............2 ALWAYS SEE NOTE A, SEE NOTES
REQUIRED THIS SHEET B C "�T•"-'- 9���
ANCHOR SPACING/QUANTITIES...2 SHEET
,
INSTALLATION.................................3 @CORNERS THIS S
DESIGN PRESSURES. *...........
RESSURES................... 4 WEEPHOLE NOTES:
GLAZING DETAILS..........................4 A.REQUIRED IF WINDOW WIDTH IS OVER 67". TYP.XOX(1/4-1/2-1/4)ELEVATION •�r,`�'S/ ����`
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'B9'. �.l•l,/:/I;IJ,)I'�L,
PARTS LIST.....................................8 D.REQUIRED IF WINDOW WIDTH IS OVER 45".
A.LYNN MILLER,P.E.
P.E.#58105
111"OVERALL WIDTH
74"OVERALL WIDTH 1 ANCHOR Q
MIDSPAN
1 ANCHOR ON 1 ANCHOR ON 1 ANCHOR ON
EACH SIDE OF EACH SIDE OF EACH SIDE OF
1 ANCHOR 1 ANCHOR 1 ANCHOR AT THE MEETING THE MEETING 1 ANCHOR AT
AT CORNER THE RAIL
AT CORNER CORNER RAIL RAIL CORNER ,
9"MAX. 1 9-MAX.
7'
33-5/16"
FIXED
VISIBLE
LIGHT
56-9/1 5S
15°MAX SASH
57
FIXED"
6" / 57-13I16°
SASH FIXED 63" 63" / /
. FIXED
/ 15"MAX.
VISIBLE VISIBLE OVERALL OVERALL
VISIBLE VISIBLE O.C. 'O,C.
LIGHT LIGHT HEIGHT HEIGHT LIGHT LIGHT/
33.5/16"• 33-5/16" 33-5/16"
SASH SASH -SASH
VISIBLE VISIBLE VISIBLE
LIGHT LIGHT LIGHT
a 1 V
g a N 3 �aa
9-MAX. —. r~ I 9"MAX.FROM CENTER 9"MAX. It- W y o Q O Q
IfFF" 9°MAX.FROM CENTERco OF MEETING RAIL OF MEETING RAIL '�' U U alo0 O d
TYP.XO ANCHORAGE('OX SIM.) TYP.XOX(1/3-1/3-1/3)ANCHORAGE zzcc— Z W CO
&MAX.VISIBLE LIGHT OPENING �> z LU
&MAX.VISIBLE LIGHT OPENING don 1= o �
111"OVERALL WIDTH p?w E�,a moo .oN
UU W UE 9ma
0
1 ANCHOR ON F OR FRAME ANCHORS 1 ANCHOR ON a.w
rABLr LL
EACH SIDE OF F EACH SIDE OF Ir^> co
THE MEETING WIDTHS.AND OVER,ER. THE-MEETING a z 0
�
Frame Min.Ede Min:O.C. Min. 1 ANCHOR RAIL OTHERWISE 1 RAIL 1 ANCHOR N
Anchor Type Substrate 9 Embedment or AT CORNER ANCHOR AT CORNER
c ti 1aayS
Member Distance Distance A o
Metal Thlckne 9"MAX. 2 W 3 O
#12,Steel$MS(Gr.5 Southern Pine . ti o °o z. O Z
or 410 SS,(min.of 3 All 6063-T5 Aluminum 3!8 9/16" 0 060" / o q 3 Z aws
threads beyond metal A36 Steele 318" 9/18° 0 050" _ o
substrate) Gr.33 Steel Stud 318" 9/18" 0:045"(20.Ga) (� / a it g,� 2 0
Jamb Hollow or,F lled.Block,(ASTM C90) 2-11Z 6" 1-114" 56-9116, / 57-13/16' ® o' Z5 U
1/4"EICo 63° FIXED 0 0 "� J z
All Concrete.(min.2,85 ksi) 2-1/2° 4° ll-W OVERALL SASH VISIBLE 15"MAX. �m�o Q Q =
UC-`off- HEIGHT VISIBLE LIGHT O.C. U m x apryosa0 sauag
All Southern Pine(SG=0.55) 1-1116" 1-1116" -3Z8" LIGHT
Jamb Hollow Block,(ASTM C90) 1-W 6" 1-114" ti� NY LY(yN�U
1/4"DeWalt Jamb Flled'BIoCk,(ASTM C90) 1" 61
1-314°' SASH / �`�\� cENs
UtraGoh+ VISIBLE All Concrete(min.2.85 ksi) 1-1/4" 4" 1" 50-3/8"FIXED A
All Southern Pine(SG-0.55) 1" 1" 1-3/8" LIGHT ~ VISIBLE LIGHT / cLY, No,587.05 }
114"416•SS Elco Jamb. Hollow or Filled Block, ASTM C90 1 3{4" 6" 1414"
�fr
CreteFlex® ( ) 9% f2
All Concrete min.3:35 ksi) 2;1 4 1314" s"Max. --� f-- � ' �'
9"MAX.FROM CENTER o .; STATE-OF IF THE FRAME CONTAINS A FACTORY COUNTERSINK,ONLY USE FLATHEAD ANCHORS AT THAT LOCATION. II�� OF MEETING RAIL
TYP.XOX(1/4-1/2-1/4)ANCHORAGE ��'%SS�QNAL Frig
&MAX.VISIBLE LIGHT OPENING
A.LYNN MILLER,P.E.
P.E.#68705
f
LOCKS AT SASH
SIDE RAIL OR 7 SHOWN
/MEETING RAIL INSTALLED THRU
\\`
EDGE DISTANCE ��I EMBEDMENT \ 10 11 1X BUCKSTRIP
24
EDGE _ 30 EMBEDMENT
EMBED-DISTANCE �( X
MENT
O EDGE
14 p5 DISTANCE
1
10 � 11
24
EXTERIOR 5
V S -
B
BUCK WIDTH
OVERALL WIDTH W U
HORIZONTAL SECTION A-A
OVERALL w p O Q
HEIGHT U 0_
10 #12 STEEL SELF DRILLING i�i alo0 O LL
BUCK SMS(G5),SEE TABLE 1 z g
24 4 }❑N Z owg Z
HEIGHT O X #12 STEEL 11 H wr w
SELF-DRILLING ) X d 0 r q o _
SMS(GS),SEE m 0' /B
TABLE 1 w=w a
24 U U ww JM0
14vj
32 SHOWN a_. a�
31 INSTALLED O a r�z u LL
50 DIRECTLY INTO O
METAL. t+i
12 y
_ c o` ti � laayg
INSTALLED INTO 5 EXTERIOR ¢y z 30 ❑ O
z Z Z
APPROVED ALUMINUM, f-
2 STEEL FRAMING OR `JJ 5 o w w U aloas
STEEL STUD. E W
29 3 3 M of U) o,
BUCKWIDTH g-' U)
OVERALL WIDTH _ ® 0 3 �, J of
SHOWN - c9 m Q U =
INSTALLED THRO HORIZONTAL SECTION C-C MULLION SECTION �m=^ apl asap sa/.a5•
1X BUCKSTRIP APPROVED MULLION,MAY BE
VERTICAL OR-HORIZONTAL.
NOTES: �� �Q 410E......
EMBEDMENT 1)USE ONLY SUBSTRATE APPROPRIATE ANCHORS LISTED IN TABLE 1.FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.ANY Y
EXTERIOR INSTALLATION OPTION SHOWN MAY BE USED ON ANY SIDE OF THE WINDOW.
* No.58706
a2)MASONRY ANCHORS MAYBE USED INTO WOOD AS PER TABLE 1.ALL WOOD BUCKS LESS THAN 1-1/2"THICK ARE TO BE CONSIDEREDr
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 (((/// BBBII (((
--� EDGE DISTANCE STRUCTURE.WOOD BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ENGINEER OR ARCHITECT OF RECORD. Q STATk,PF c �,�
,3)SEE SHEET 2&TABLE 1 FOR SPACING REQUIREMENTS.
VERTICAL SECTION B-B >�r/
4)MAX.SHIM THICKNESS TO BE 114". NAI,�y\�;`
5)GLASS SHOWN IS FOR ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER TO MEET DESIGN REQUIREMENTS. A.LYNN MILLER.P.E.
P.E.#58705
TABLE 2:
DESIGN m Overall Height
PRESSURE 38-TW 43-112" 50 5J8" 6T
(ps Glass Type 1 Glass Type 2 Glass Type 1 Glass Type 2 Glass Type 1 Glass Type.2 Glass Type 1 Glass Type 2
26-112" +551-65, +55165 +55(,66 +551,65 +455/-65 -5W-65 +55/-65 +55/-65:
37" +551-65 +55f 65 4561-65 +551.65 +W-65 +55/-65• +551-65 +55A65
45° x +551-65 +551-65 +5,51-65 +55P55 +55/55 +55145 +551-65 +551.65
49°' O +55/-65 +55/-65 +65/-65 +55/-65 +55/-65 +55/-65 +55/-65 +55/-65
0
53-118" O +551-65 +551-65 +55/'65, +551-65 -+55/-65 +55/-65 +55/-65 +55/-65
61" X +55/-65 +55/-65 +55/-65 +551.65 +55/•65 +551.65 +55/-65 +55/1-65
66" +55)65 +55)65 1 +551_65 +551.65 +551.65 +551.65 +551-65 +551-65
74" +55155 +551.65 +551-65 +551-65 +55/55 +55/-65 +55.01-63:2 +551-65
53 7/8" r +55765, - +55165 ;t55J 85 +.55/-65_ -+55/-65 +55/S5 t55l 85 +55/85
61" +551-65 +551-65 +551-65' +55/-65 +55/-65 +55/-65 +55/-65 +55/-65
E 74° +55165 +55J 65 +55i 65 +55/65 +551$5 +55/65 +55/65
85" +55J-65 +55/-65 #5,51-65 +.551.65 +55/-65. +551.65 +55/-65 +55/-55co
o y a
97" x +551-65, +551-65 +551 5: +651-65 +551.65 +55/-65 +55/65 +55/-65 m H o N O Q
111" X +551-0 +551.65 +55/-65 +551.65 .+55/-65 +651-65 +55,.0/-63.2 +55/-65: W n o", ,� a
° O
53-1/8" a +55/-65 +55/-65 +56/-65 +55A65 +551.65 +55/-65 +55/-65 +551.65 z a- o
o- - z
74" N +551-65 +55/-65 +55"5 +55/-65 +55/-65 t55165 +55/=64.8 +551-65 H 00 "
85" Y +55/55 +551-65 +5&-65' +55/55 +55/55 +551-65 +55/57.9 +55/-65 m o 75 =
° a
97" +551-65 +55I S5 +55T 65 +55¢85 +55/-65 +55i-65 +53.5153.5 +55J-65. W W a
. O M
109" 1-65 +551-65 +551-65 +55/ 5 +551- 5 +551- 5 + L4/-50.4 +55/- 5 � 2�
w.> o `D
111" X +55/-65 +551-65 +551.65 +55%-65 +55/-65 t551-65 +501-50 +55/65 a z " LL
O
ui J
`c o` ti � laeys
5116"NOM. 5116"NOM. F-
GLASS STACK GLASS STACK ¢3 z Z O Z
110'ANNEALED GLASS 118°HEAT-STRENGTHENED GLASS <z al
E c ��'n � 4'
.090"PVB .090"PVB n3 Ha O=
110"ANNEALED GLASS.- 1I0"HEAT-STRENGTHENED GLASS
® 03 U q
�� a ¢ x
5/16"LAMI.GLAZING 5/16"LAMI.GLAZING
GLASS TYPE 1 GLASS TYPE 2
TABLE 3:
Laminated Glass Types Na �7os
ti
1 1!8°Annealed,0,090"PV81 1/,8"Annealed
0 ti, STAT' .OF U✓ t
. 2 1/8"Heat-strengthened,10:090"PVB,-1/8" eat-strengthened
INTERLAYER MAY BE SAFLEX PVB OR TROSIFOL PVB iy��`V_ FC ORIOP \?
NOTES:
1)FOR SIZES NOT SHOWN,ROUND UP TO THE 1111 I,11 l 11:
NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION A LYNN MILLER,P.E.
SHOWN ON THE TABLE, MILLER,
i
1
1
8
27
2B 10
6
3
28 3 12
m o w a0 � nay.
N
2 $�gF aloe LL
2 6 T o o 0, U7
SASH uj
.0 A e m
FRAME MEETING RAIL mz i ®03 �- .N
26 CORNERS CORNERS ° W MCI
Z I
ug
ASSEMBLY DETAILS � > 0J `D
a�z LLO
O �
` W
0 JO laav5
c o z
�e
DOW-791,899, y o0 0 o. 3 O CL H
03 SILL ADAPTER 9B3 OR 3t IE o Z W Z
RGS•7700 30 zLu
BACKBEDDING m v,,, ; 7j alaos
1l2"NOM. i � O Q
50 GLASS BITE E 5' = z. o
3 pt- 1.200"
EXTERIOR 0 0 3 i ? O
G'7 a-;l Q U =
U m z£', apt 'asap saua$
2
330 TYP. GLAZING DETAIL `♦���`�N�(LYNNj�.,,� ,
V10EN4e,
1 \ F
.415" 1.200WEEPHOLES 9.(3(2
p sTATI*SkF r. �+
1.spp" WEEPHOLE DETAILS 'FS' F4oRFoA ?
SHOWN WITHOUT WEEPHOLE COVERS. SQ NAtr, ; ?��
OSILL SEE SHEET 1 FOR QUANTITY AND SPACING ��f j5
A,LYNN MILLER,P.E.
P.EfI 58105
TABLE 4:
Item Description �-- 2.000" .975-
Frame Head tsss°
2 Frame Sill 2.000"
3 Sill Adapter .062,
4 Frame Jarnb(Fixed)
5 Frame Jamb(Operable) oso• z.eza"
r '
0 Heavy Duty Fixed Meeting Rail I °62" 2'610
I z.1za^ i
7 Side Rail Lock 2,009"
8 Sash Top&Bottom Rail
10 Sash Side Rail fll
1'T Sash Meeting Rail oso ,062" .0
12 Dogbone Reinforcement
13 Sash'Stop O FRAME HEAD O FRAME SILL O SILL ADAPTER O FRAME JAMB(FIXED) l
23 .190"X200"Q-Ion Wstp:(Frame) 6063 T6 ALUMINUM 6053-TUTIUMINUM 6063-T6 ALUMINUM 6063-T6 ALUMINUM
24 ,187"X..230"Fin Wstp.
25 Bulb Vinyl WStp.(Sash)
26 Frame Sill Gasket,Polyethelyne,Opt 2.463"
27 Frame Head Gasket,Polyethelyne,opt. i-- 1.845" o o Y
28 Sash Gasket,Polyethelyne,opt.
29 Weephole Cows 1s3r w $ o o a
30 Sweep Latch IL
.050"
.062" �wj v m i i alo0 O It
31, Roller Housing&Guide .854• �{ '926" z iF z
32 Roller 2.245" O62° 2.010" .062 N o u w I-33 Frame/Sash Comer Sealant.opt. 1,663° T 0 A w
50 Setting Block W32"X'1/4"X 1" m o� ° a =
.093" .B74' 1.245" z a m ®o LL u Jp
70 Kommeding Kodispace.4SG TPS
.062" w
wm o> 0 `O
O FRAME JAMB(OPERABLE) U HD FIXED MEETING RAIL O 6063-6ALUMINUM O IL LOCk SASH TOP 8 BOTTOM RAIL 10 SASH
SIDE RAIL 0
a Z
6063-T6 ALUMINUM 6063-T6 ALUMINUMtjUbJ-Tb ALUM
u1 J
y a`ooW 3 Q qs
O 1Cf)
y api
y a O fn
23� zr Z Z
1.932" i►- 1.113" �I E 3 a'n o = o
T 1.115" (�+1� O$ -0
�- �o J o
1 I O
1.457" 1 .735" Q O] _
1 .781° 040" yr ���' 1111 ... I71 sa0 sava5
lYN
os2°
�pN N,y��
11 SASH MEETING RAIL— 12 DOGBONE 13 SASH STOP 14 LAMI.BEADING
S ' Q'
6063-T6 ALUMINUM REINFORCEMENT NU" � f
6063-T6 ALUMINUM PVC
6063-T6 ALUMINUM * � ♦ _
� � r
' i2A :
a STATGOF z.
tell
A LYNN MILLER,P.E.
P.E.H 5H705