HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online / T02— — Page 1 of 4
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Regulation
A i Pmdurt AnM-1 Men,>Product or Anol(mHon Search>AnnlimtIon I is >Application Detail � w�
FL# FL15349-RS
?: •4r ,'.<,^-.o... Application Type Revision
Code Version 2014 +�
Application Status Approved
-Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC
and/or the Commission if necessary.
Comments .• +r:r..;VT,
Archived ._, �1le , .
Product Manufacturer MI Windows and Doors COPY,
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)36S-33D0 Ext 2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsitlinger@miwd.com,.
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Emall
Category Windows
Subcategory Fixed
Compliance Method Certillcation Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
Validation Checklist-Harcicopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 101/I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S.2/A440 2008
i
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 12/17/2014
Date Validated 06/15/2015
Date Pending FBC Approval
Date Approved 06/21/2015
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Florida Building Code Online Page 2 of 4
iSummary of Products
FL df Model,Number or Name Description
15349.1 185 Fin Frame 96x60 Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS349 RS C CAC APC B9393.01-109-47-rO 185 FXD FIN 13-16IG
Approved for use outside HVHZ:Yes 96X60 LC55.odf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
other:FW-LC55.IG unit consisted of the following from exterior to Installation Instructions
interior:5/32"Ann-Air space-5/32"Ann/0.100"Solutia Saflex/S/32" FLIS349 R5 11 185 Fin Fixed B5393.01 AS TESTED.pdf
Ann.Glazing bite was 1/2'. Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third:Party:
15349.2 1185 Fin Frame 96x60 laminated Single Glazed
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15149 R5 C CAC APC 55393 03-109-47-rO 185 FXD FIN SG 95X60-
r+ Approved for useoutside HVHZ:Yes LC55.0df !
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 12/05/2015
Other:FW-LC55.Glass consisted of 5/32"Ann-0.100"Solutla Sanex- Installation Instructions
5/32"Ann with a 112"glazing bite. FLIS349 v5 it 185 Fin Fixed B5393 03 AS TE5TED.pdf
Verified By:American Architectural'Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
jI Created by Independent Third Party: I
15349-3 1185 PW 96x60 Fin Frame Insulated Laminated Glass i
Limits of Use Certification Agency Certificate i
Approved for use in HVHZ:No FL15349 RS C CAC APC B5395 01-109-47-rG BS93 01-109-47 185
Approved for use outside HVHZ:Yes FXD FIN 96X60 L 55 AA MA 6- 6,05SPEC.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 .12/05/2015 i
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass consisted of 5132"Installation Instructions
annealed exterior-space-5/32"annealed 10.100 Solutia Saflex HP 1 F I5349 R5 If 185 Fin Impact Fxd B5395 01 AS TESTED odf
5/32"annealed.Glass was bedded in Pecora 896 silicone with a 1/2" Verified By:American Architectural Manufacturers Association
glass bite. Created by.Independent Third Party:
i Evaluation Reports
Created by Independent Third Party:
15349.4 JIBS PW 96x60 Fin Frame Laminated Glass
j Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL I5349 RS C CAC APC 87020 02 185 Fxd Fin Impact 96x60 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/05/2015 I
Design Pressure:+55/-55 Installation Instructions
Other:FW-LC55,Missile Level D,Wind Zone 3.Glass consisted or 5/32" FL15349, RS 11 185 Fin Imoact Fxd B7020 02 AS TESTED pd(
annealed-0.100"Solutia Saflex HP-5132"annealed.Glass was bedded Verified By:American Architectural Manufacturers Association
In Pecora 896 silicone with a 1/2"glass bite. Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.5 18S PW 96x6O Flange Frame Single,Laminated Glass
Limits of Use Certification Agency Certificate
-Approved for use in HVHZ:No FLIS349 R5 C CAC APC 870?0 02 185 Fxd Fla impact 96c60 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/05/2015
Design Pressure:+55/-55 Installation Instructions
Other:FW-LCS5,Missile Level D,Wind Zone 3.Backbedding silicone is FL15 49 RS II 08-01613A.Ddf
Pecora 896. Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
- - FL15349 R5 AE 512277A.odf
' Created by Independent Third Party:Yes i
15349.E 1185 PW 96x60 Flange Frame Insulating Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL15349 R5 C CAC APC 85395 01-109-47-r0 65393 02-109-47 ISS
Approved for use outside HVHZ:Yes FXD FLG q6X60 LC55 AAMA 506-06 OSSPEC(120515).12df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 I 12/05/2015
Other:FW-LC55,Missile Level D,Wind Zone 3.The glass was bedded in Installation Instructions
Pecora 896 silicone with a 1/2'glass bite. FLIS349 R5 11 08-0t613A.Ddf
Verified By:Luis R.Lomas,PE PE-62514 -
I I
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 512277A.odf
Created by Independent Third Party:Yes
15349.7 7Zx72 Fin Frame Single Laminated Glass i
i
Limits of Use Certification Agency Certificate
I Approved for use In HVHZ:No ! FL15349 RS C CAC AP"C0571 03-109-47-RO Fin pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes ! 06/25/2016
Design Pressure:+5S/-55 I Installation Instructions
! Other:LC-PG55,Missile Level D,Wind Zone 3.1/2.glass bite,glass FL15349 R5 11 08-02.355A nut -
was bedded In Pecora 896 silicone sealant. i Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL.45349 R5 AE 513122A.gdf
j Created by Independent Third Party:Yes '
15349.8 JIBS PW 7202 Flange Frame Single laminated Glass I
Limits of USe Certification Agency Certificate
Approved for use in HVHZ:No FL35349 RS C CAC APC t0571 0'-109-47-RO Ftanoe.gdf i
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/25/2016
j Design Pressure:+55/-55 Installation Instructions
Other:LC-PG55.Missile Level D,Wind Zone 3.1/2"Glass bite,glass F1.15349 RS II Oa-02355A.Ddf
was budded In Pecora 896 silicone sealant. Veriffed By:Luis R.Lomas,PE PE62514
Created by Independent Third Party:Yes
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Florida Building Code Online Page 3 of 4
Evaluation Reports
FL15349 P.5 AE 513122A.odf
Crea[edby Independent Third Party:Yes
1.5349.9 1185 PW 73x72 Fin Frame Insulating Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL15349 R5 C CAC APC CCLI-14-060 185 FIXED FIN.udf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/03/2018
Design Pressure:+60/-60 installation Instructions
Other:CW-PG60 FL15349 R5 11 08-02357A odf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
EL15349 R5 AE 5131Z4A,pdf
Created by.Independent Third Party:Yes k
115349.10 1185 PW 7302 Flange Frame Insulating Glass
l Limits of Use Certification,Agency Certificate
Approved for use In HVHZ:No FL15--49 R5 C CAC APC CCLI 14 060 195 RXFD FLG odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:No 04/03/2018
Design Pressure:+60/-60 Installation Instructions
Other:CW-PG60 FL15349 RS 11 08-02357A.Ddf
Verified By:Luis R-Lomas,PE PE-62514
Created by Independent Third.Party:Yes
i Evaluation Reports
FL15349 R5 AE 513124.A.ad( '
Created by Independent Third Party:Yes
15349.11 1185 PW 72x72 Flange Frame Laminated Glass
I Limits of Use Certification Agency Certificate
1 Approved for use In HVHZ:No FL15349 R5 C CAC APC(9142)CO571 03-109-47-RO C0571 02-109-
Approved for use outside HVHZ:Yes 47-RO 185 FIXED FLG SG 5-3?A 100HP 5-32A 72X72 LCSS(062516).Dd
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 06/25/2016 -
Other:LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 1/2"and Installation Instructions
glass is bedded In Pecora 896 silicone. FL15349 RS 11 08-02355A..odf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 RS AE 513122A.ot1f
Created by Independent Third Party:Yes
15349.1 185 PW 72x72 Fin Frame Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FLIS349 RS C CAC APC(9143)C0571.03-109-47-R0 C0571 Approved for for use outside HVHZ:Yes 47-RO 185 FIXED FIN SG 5- 2A 10 0 HP 5- 2A 72X72 LC55 0 2 16. df l
Impact Resistant,Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 06/25/201.6 ;
Other:LC-PG55,Missile Level D,Wind Zone 3.Glass bite is 1/2"and Installation Instructions
j glass is bedded in Pecora 896 silicone. FLIS349 R5 11 08-02355A odf
Verified By:Luis R-Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 RS AE 513122A.Ddf
Created by Independent Third Party:Yes
15349.13 1185 Triple PW 159x54 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
I Approved for use In HVHZ.,No FI-15349 R5 C CAC APC 565�2 02-109.47-RO 136S12.01-109-47 185
Approved for use outside HVHZ:Yes FXD FLG 150x',4 RSS AAMA 506-08,055PEC.odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2016
Other:.FW-R55,Missile Level D,Wind Zone 3.Backbedding silicone Is Installation Instructions
Pecora 896. FL15349 R5 11 OS-01614A.00f
Verified By:Luis R-Lomas;PE PE-62514
I Created by Independent Third Party:Yes
Evaluation Reports
FLIS349 RS AE 512278A.Ddf
Created by.Independent Third Party:Yes i
15349.14 1185 Triple PW 159x54.Flange Frame Insulated Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL1S'49 R5 C CAC APC B5515.02-109-47-
Approved for use outside HVHZ:Yes RO B6.,515 01 B6512 01 185 FXD FLG 159x54 R55 AAMA 506-
Impact Resistant-Yes OS 05SPEC.odf
Design Pressure:+551-55 Quality Assurance Contract Expiration Date
Other:FW-R55,Missile Level D,Wind Zone 3.Backbedding silicone is 01/24/2016
Pecora 896. Installation Instructions
FLIS349 RS 11 08-01614A D(1
Verified By:Luis R Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL1S3a9 R5 AE.512278A.ntlf
J� Created by Independent Third Party:Yes
15349.15 1185 Triple PW 159x54 Fin Frame Continuous Head and Sill laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLIS349 R5 C CAC APC B6511 01-109-47-RD 185 FXD FIN SG TRIPLE
Approved for use outside HVHZ:Yes 1 9X 4 R55.pof i
Impact Resistant-.No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2016
Other:FW-R55.Glass consisted of 3/32"ann-0.090'Solutia PVB- Installation Instructions
3/32"ann with a 1/2"glazing bite. FL15349 R5 IT 185 Fxd CHS Fin(as rested B6511 01).odf
I Verifled.By:American Architectural Manufacturers Association
Created.by Independent Third Party:
Evaluation Reports
Created by Independent Third Party:
15349.16 385 Triple PW 159x54 Fin Frame Continuous Head and Sill Laminated Glass
Limits of Use Certification Agency Certificate
! Approved for use In HVHZ:No FLIS349 F5 C CAC APC B6511,02-109-47-RO B6511 01-109-47 185
Approved for use outside HVHZ:Yes FXD FIN 159x54 R55 AAMA 06 0 SPEC.Odf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-S5 01/24/2016
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/2015
Florida Building Code Online Page 4 of 4
Other:FW-R55 Missile Level D,Wind Zone 3.Glass consisted of 3/32" Installation Instructions
arm-0.090"Solutia PVB-3/32"arm with a 112"glazing bite.The glass FL15349 R5 11 185 CHS Fin Impact Fixed 56511 02 AS TESTED pdr
was bedded in Pecora 896 silicone. Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
I Created by Independent Third Party:
j 15349.17 1185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated Laminated Glass
!Limits of,Use Certification Agency Certificate
Approved for use in HVHZ:No FLSS349 R5 C CAC APC B6514 01-109-47-R1 185FIXED FIN TRIPLE
Approved for use outside HVHZ:Yes X 4 R55.pdf
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01124/2016-
Other:FW-R55.Glass consisted of exterior 1/8"annealed—space- Installation Instructions
3/32'annealed/0.090'Solutia PVB/.3/32"annealed.Glazing bite was FLSS349 R5 11 185 CHS Fin Fix c-d B6514 01 AS TESTED ndf !
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third.Party:
15349.18 1185 Triple PW 159x54 Fin Frame Continuous Head and Sill Insulated Laminated Glass ;
Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:No FL15349 R5 C CAC APC 136514 02-109-47-
1. Approved for use outside HVHZ:Yes RI B6514. 1 66511 01 185 FX FiN 159X54 R55 AAMA.506- 4
Impact Resistant:Yes 06.05SPEC.pdf I
Design Pressure:+55/-55 Quality Assurance Contract Expiration Date
Other:FW-955;Missile Level D,Wind Zone 3.Glass consisted or 01/24/2016 i
exterior 118"annealed-space-3/32"annealed/0.090'Solutia PVB/ Installation Instructions
3/32"annealed.Glass was bedded in Pecora 896 silicone with a 1/2" FL15349 RS II 185 CHS Fin Impact Fixed 06514 02 AS TESTED.odf
glass bite. Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
Created by Independent Third Party: i
Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850.487-1824
The State of Florida Is an AA/EEO employer.Copyright 2007-7013 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 mall.If you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275
(1),Florida Statutes,effective October 1,2012,licensers licensed under Chapter 455,F.S.must provide the Department with an email address if they have and.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 pmvlde 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
dick here.
Product Approval Accepts:
`_51 cCF.ft
5L'L'LIC11\'SI ETIitt:S`
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RVASKMS
REV DESCRIPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
NOTES: 15. FOR ANCHORING INTO 'ROOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY 16. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
3. 1 X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH i
ANCHORED THROUGH THE FRAME IN ACCORDANCE 'NRII MANUFACTURER'S PUBLISHED 'SUFFICIENT LENGTH TO.ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL,
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO 18. ALL FASTENERS TO BE CORROSION RESISTANT.
MASONRY, CONCRETE OR'OTHER STRUCTURAL SUBSTRATE MATERIAL. 19. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK. IN ACCORDANCE WITH A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N, TYPE 1 (OR GREATER).
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINIUM 6063—T5 1/8" THICK MINIMUM
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS 20.GEOMETRIC SHAPES ARE ALSO APPROVED. QUALIFIED GEOMETRIC SHAPES SHALL BE
PROVIDED. INSCRIBED IN A 72 1/2"x71 1/2" AND SHALL NOT EXCEED 36 FT.'
B. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/16" OR
GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED FOR THIS PRODUCT 114 WINID BORNE
DEBRIS REGIONS.
14, FOR FIN INSTALLATION USE #6 WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS
AND INSTALLATION DETAILS.
SIGNED:0610112015
MI WINDOWS AND DOORS R!IZ0ii,,�
1001 WEST CROSBY ROAD N\) •v,GEN
••• •�1 �i�
CARROLLTON, TX 75006 `Zv• ,gF•95��
TABLE OF CONTENTS SERIES 185 ALUMINUM FIXED WINDOW /�O,.B1261 k�
73" X 72" NON—IMPACT p+yta� rna+¢'
SHEET NO. DESCRIPTION NOTES F�o• STATE Of k-
1 NOTES DRAWN: Dwc No. REv �i���PS;:cC0RVOt'G\•L
2 — 3 ELEVATIONS, CHARTS AND GLAZING DETAILS J.L. 08-02357 A //0/0NAL
4 — 8 INSTALLATION DETAILS ecALE NTS DATE,09/03/14 SHE"1 OF 8 777�1L111111���
i
REVISIONS
—72 1/2" MAX FRAME WIDTH
REY DESCRIPTION ORE APPROVED
69 3/4" MAX D.L.O.
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
6" MAX f-----r 18" MAX O.C. ^I 6" MAX
6" MAX—
CHART#1
L_ Number of anchors required(without rigid fillers)
16" j(In
Frame width(In)
MAX O.C. % 2,100 30.00 26.00 42.00 46.00 54.00 60.00 60.00 72.50
(in) H5S amb H6S Jamb H&S amb H6S amb N8S amb H8S amb H&S amb H6S amb HdS amb
T_ 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5j 68 3/4" " 2 2 2' 2 3 z 3 2 3 2 4 -2 4 2 a2 5 2
MAX . 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3
D.L.O. 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 B 3
71 1/2"MAX 2 3 2 3 3 3 3 3 3 3 4 3 5 3 6 3FRAME kI 2 4 2 4 3 a 3 4 3 4 4 a 5 a e 4 7 4
HEIGHT y 2 4 2 4 3 4 3 5 3 5 4 5 5 5 6 6 7 5
2 b 2 4 35 3 Ei 3 6 4 0 5 6 8 62 b 2, 5 3 5 3 6 3 6 4 7 5 7 6 7 7 7
A14CHORS TO BE CHARTN2
EQUALLY SPACED Number of anchors required(with rigid fillers)
REFER TO CHARTS
#1 & #2 SERIES 185 ALUMINUM FIXED WINDOW Frame Frame Width(in)
FOR NUMBER OF EXTERIOR VIEW Height 24.00 [22
36.6D 42.D0 411oO 54.66 60.00 66.00 7260
ANCHORS REQUIRED (in) H85 amb H85 amb Has amb Hd5 amb HaS amb Hd5 amb Has amb H5S lamb
DESIGN PRESSURE RATING IMPACT RATING z4.6o z 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
30.00 2 2 3 2 3 2 3 2. 4 2 4 2 4 2 5 2
±60.OPSF NONE 36.00 2 3 3 3' 3 3 3 3 4 3 4 3 4 3 5 3
42.00 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
48.00 2 3333 3 4 3 4 3 4 3 5 3
64•002 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
50.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4pj�E44 2 4 3 4 3 4 3 4 4 4 4 4 71.502 6 2 635 3 5 3 5 4 5 4 5
SEE SHEETS 4.7 FOR INSTALLATION DETAILS
3/16" ANN 3/16" ANN
ALUMINUM REINFORCED
BUTYL SPACER SIGNED:0610112015
EXTERIOR IN, MI WINDOWS AND DOORS - p
SILICONE 1CARROLLTON WEST RTX 75006OSBY D vJ\�,�GENS'egs���
6 x 1 1/4" TEK SERIES 185 ALUMINUM FIXED WINDOW S*• 0 5t[�r*=
73 X 72" NON—IMPACT �.pE �:�=
SPACED 2" FROM ELEVATION, CHARTS AND GLAZING DETAILS ^�1, TAT OF j
CORNERS AND 12" MAX pRA•aN; REV
DWCNO. i�'��'F<OR1�P'�`���
O.C. THEREAFTER GLAZING DETAIL J.L. oe—o2357
SCALE NTg JDATE 09/03 14 ISHEET2 OF 8
I
I
REVISIONS
REV DESCRIPTION - APPROVED
A REVISED INSTALLATION DETAILS ]j06;�/Ol/jI5 R.L.
72 1/2" MAX FRAME WIDTH
69 .3/4" MAX D.L.O.
6" MAX 18" MAX O.C. 6" MAX
f
t8'•
MAX O.C. j CHART#I
68 3/4"
Number of anchors required(fin Instal)atlon)
MAX Frame Frame width(In)
D.L.O. Halaht 24,00 30.00 36.00 42.00 40.00 64.00 00.00 66.00 72.60
71 1/2" fin) H4S amb H85 amb H85 amb HAS amb H&S amb H&S amb H6S JdmbIH&S Iamb H65 lamb
MAX 24.00 3 1 3 1 3 3 3 3 1 4 3 4 1 3 4 1 3 5 3 5 3 6 3
FRAME
30.00 3 3 1 7 3 3 3 1 4 3 4 1 3 4 1 3 5 3 5 3 6
HEIGHT
� 3600 9 3 3 3 3 3 4 3 d 3 4 3 6 3 5 3 6 3
42.00 3 4 3 4 3 4 4 4 4 4 4 4 4 5 4 6 5 4
48.00 3 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
go 64.00 3 4 3 4 3 4 4 4 4 4 4 4 1 6 1 4 5 4 6 4
60.00 3 5 3 6 3 5 4 5 4 5 4 15 5 5 5 5 6 5
ANCHORS TO BE 66.00 3 5 3 6 3 5 4 5 4 5 4 5 5 6 5 5 6 5
EQUALLY SPACED 71.60 3 6 3 8 3 6 4 8 4 8 4 B 5 6 5 6 8 0
REFER TO CHARTS
#r 1 & #2 SERIES 185 ALUMINUM FIXED WINDOW SEE SHEET 8 FOR INSTALLATION DETAILS
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED
DESIGN PRESSURE RATING IMPACT RATING
f60.OPSF NONE
SIGNED:0610112015
MI WINDOWS AND DOORS \\\\%llIfill/,/ /
1001 WEST CARROLLTONROTXB75006ROAD
��`r\v�GENSF9�i'i�
SERIES 1B5 ALUMINUM FIXED WINDOW *• 0y�5�7 v#:
73" X 12" NON—IMPACT
ELEVATION, CHARTS AND GLAZING DETAILS TAT OF
RIO."
'°`�•'c�
DRAWN: Dl5'O N0, REV //�s.•..�OGi
J.L. OB-02357 A
sO NTS 1 0^� 09/03/14 ISHEET3 OF 8
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT F SHIM SPACE
RIGID FILLER
1/2" MIN.
EDGE DISTANCE INTERIOR
1/2" MIN. 3/4" MIN I
EDGE DISTANCE METAL EDGE DISTANCE
UCTURE
WOOD FRAMING i 1/4" MIN. BY OTHERS1/4" MAX.
OR 2X BUCK EMBEDMENT 9 SHIM SPACE j�i0 WOOD
BY OTHERS SCREW
—� WOOD FRAMING EXTERIOR
OR 2X BUCK
BACKER ROD BY OTHERS BACKER ROD
1/4" MAX. & APPROVED RIGID FILLER & APPROVED
BACKER ROD I 1 SHIM SPACE SEALANT #10SEALANT
& APPROVED RIGID FILLER SELF
SMS OR
SEALANT SELF DRILLING JAMB INSTALLATION DETAIL
#10 WOOD SCREW SCREW WOOD FRAMING On 2X BUCK INSTALLATION
EXTERIOR INTERIOR
EXTERIOR INTERIOR i O SMS OR 1/4" Max.
SELF DRILLING r
SHIM SPACE
SCREW
#10 WOOD SCREW BACKER ROD RIGID FILLER ' RIGID FILLER
RIGID FILLER & APPROVED
BACKER ROD I SEALANT 1/4" MAX. 3/4" MIN. INTERIOR
& APPROVED 1/4" MAX. SHIM SPACE EDGE DISTANCE I/
SEALANT SHIM SPACE
METAL
STRUCTURE
S•
WOOD FRAMING I 1 1/4' MIN. BY OTHERS 10 SMS OR
OR 2X BUCK EMBEDMENT
BY OTHERS 3/4" MIN SELF DRILLING
EDGE DISTANCE SCREWS
VERTICAL CROSS SECTION METAL EXTERIOR
1/2" MIN. METAL STRUCTURE INSTALLATION
EDGE DISTANCE STRUCTURE BACKER ROD
BY OTHERS & APPROVED
VERTICAL CROSS SECTION SEALANT
WOOD FRAMING OR 2X BUCK INSTALLATION JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:0610112015
MI WINDOWS AND DOORS Lu�,,,
1001 WEST CROSBY ROAD 0,�
CARROLLTON. TX 75006 v•\,�GENS�.9S,��'
SERIES 185 ALUMINUM FIXED WINDOW * //'`10,<6�51 `
NOTES: 73" X 12" NON—IMPACT
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, FRAME INSTALLATION DETAILS ��7 SSTATEE OF
NOT SHOWN FOR CLARITY.
2.PERIMETERANDJOINTSEALANTBYOTHERSTOBE jRLN: owcND• 08-02357 RA
DESIGNED INACCORDANCEWITHASTME2112 J.L. DATE SHEET /'72IONIAl
NTS 09 03 14 4 OF 8
REVISIONS
REV DESCRIPTION DATE �R,
PPROVER
2 1/2" MIN, A REVISED INSTALLATION DETAILS 06/01/15
EDGE DISTANCE
CONCRETE/MASONRY °
BY OTHERS i.
1 1/h" LAIN. ,
° a ° 1 1/4" MIN. EMBEDMENT
OPTIONAL ix BUCK ° °d °' ° EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
�L o°
1/4 MAX CONCRETE/MASONRY
BACKER ROD BY OTHERS 1/4" MAX.
& APPROVED SHIM SPACE ° oa '� SHIM SPACE
SEALANT OPTIONAL IX BUCK
RIGID FILLER SEE NOTES 3 — 7 RtG1D FILLER
SHEET 1
' 3/16" TAPCCN
EXTERIOR INTERIOR 3/16" TAPCOtd o oa !' INTERIOR
3/16" TAPCON
BACKER ROD >�riUUhh b1
& APPROVED RIGID FILLER
SEALANT <
1/4" MAX. 2 1/2" '
OPTIONAL IX BUCK SHIM SPACE MIN.
SEE NOTE 3 — 7 EDGE ° EXTERIOR
SHEET 1 DISTANCE
BACKER ROD
CONCRETE/MASONRY ° 1 —_ > & APPROVED
BY OTHERS 1 1/4° MIN. SEALANT
°°. EMBEDMENT JAMB INSTALLATION DETAIL
a ° CONCRET&MASONRYINSTALLATION
n
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMASONRY INSTALLATION NOTES;
1.INTERIORAND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETERANO JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED;0610112015
MI WINDOWS AND DOORS ``\\\S1R;IILrp �,��/
1CARROLLTON, X 750060 ti��rJ`\OEryS°
SERIES 185 ALUMINUM FIXED WINDOW g*' G i Y'Y
73' X 72" NON—IMPACT i':14T `F�"✓p"�`
FRAME INSTALLATION DETAILS �A, TAT OF
�'�`S,'OCORIOP
DRAWN: DVfG N0. REV /(C
SCALE DATE OB 02357 A ////s/0NA'1E����
NTS 09/03/14 5 OF 8
REVISIONS
REV DESCRIPTION DAtE APPRGVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
1 1/4" MIN, 1/4" MAX.
EMBEDMENT �I r SHIM SPACE
1/2" MIN.
T- I RIGID FILLER
EDGE DISTANCE 3/4" MIN 1/2" MIN.
METAL EDGE DISTANCE EDGE DISTANC
WOOD FRAMING 1 1/4" MIN. STRUCTURE INTERIOR
OR 2X BUCK EMBEDMENT BY OTHERS r 1/4" MAX.
BY OTHERS 1 SHIM SPACE
1 #10 WOOD
SCREW
1/4" MAX. BACKER ROD &
BACKER ROD & SHIM SPACE APPROVED SEALANT RIGID FILLER WOOD FRAMING EXTERIOR
SELF
APPROVED SEALANT _ RIGID FILLER BEHIND FLANGE po SMS OR OR 2X BUCK
BEHIND FLANGE BY OTHERS BACKER ROD &
#10 WOOD SCREW SELF DRILLING APPROVED SEALANT
SCREW BEHIND FLANGE
JAMB INSTALLATION DETAIL
EXTERIOR INTERIOR WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR INTERIOR #10 SMS OR 1/4" MAX.
SELF DRILLING SHIM SPACE
SCREW
#10 WOOD SCREW BACKER ROD &
RIGID FILLER APPROVED SEALANT RGID FILLER RIGID FILLER
BACKER ROD & BEHIND FLANGE 1/4" MAX.
APPROVED SEALANTA
1/4" MAX. 3/4" MIN. INTERIOR
BEHIND FLANGESHIM SPACE NIL SHIM SPACE EDGE DISTANCE
METAL J� I
STRUCTURE
MOOD FRAMING1 1/4" MIN. BY OTHERSOR 2X BUCKE3 4" MIN I BY OTHERSI EDGE DISTANCE 1' 910 SMS OR fi
SELF DRILLING
VERTICAL CROSS SECTION SCREWS
1/2" MIN METAL STRUCTURE INSTALLATION
EDGE DISTANCE METAL EXTERIOR
VERTICAL CROSS SECTION STRUCTURE BACKER ROD &
WOOD FRAMING OR 2X BUCK INSTALLA TION BY OTHERS APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:0610112015
MI WINDOWS
ROAD
SIR�ILro
D
CARROLLTON, TX 75006 `r,•�VGENS+�."�ii�
NOTES: SERIES, 185 ALUMINUM FIXED WINDOW =*' 0,,61261
1.INTERIOR AND EXTERIOR FINISHES,BYOTHERS, 73" X 72" NON—IMPACT �y TAT a�
NOTSHOWN FOR CLAAITY. FLANGE INSTALLATION DETAILS OTAT �`
2..PERIMETER AND JOINT SEALANT BY OTHERS TO BE pppTyq; DWG N0. REV �i'�•'��'ORI�QJ•\��
DESIGNED INACCORDANCEWITHASTME2112 A,L,. 08-02357 A 4ss/ ;A
/ NA L
SCALE NTS oArE_09/03/14 SHE-6 OF 8
REVISIONS
REV DESCRIPTION DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS " a + {
1 ° 1 1/4" Mill.
e 1 1/4" MIN. EMBEDMENT
OPTIONAL 1X BUCK •d d' • EMBEDMENT
SEE NOTES 3 — 7 °
SHEET 1
BACKER ROD & ! 1/4" MAX• CONCRETE/MASONRY
APPROVED SEALANT BY OTHERS 1/4" MAX.
SHIM SPACE � SHIM SPACE
BEHIND FLANGE RIGID FILLER SEE OPTIONOTES
NAL X36UC�
SHEET 1 /—RIGID FILLER
3/16" TAPCON �' I
EXTERIOR INTERIOR 3/16" TAPCON ! INTERIOR
BACKER ROD & 3/16" TAPCON I
APPROVED SEALANT RIGID FILLER
BEHIND FLANGE • I
OPTIONAL 1X BUCK 1/4" MAX' 2 1/2"
SHIM SPACE ldl EDGE
SEE NOTE 3 — 7 G a
SHEET 1
DISTANCE EXTERIOR
CONCRETE/MASONRY i • \—BACKER ROO &
BY OTHERS " APPROVED SEALANT
d 1 1/4" MIN. BEHIND FLANGE
EMBEDMENT JAMB INSTALLATION DETAIL
"d• • d.° CONCRETEIMASONRYINSTALLATION
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION- NOTES:
1.WTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0610112015
MI WINDOWS AND DOORS v�lLllill////
1001 WEST CROSBY ROAD �'��J�c? . .0�7yG�
CARROLLTON,. TX 75006 ��GENSF•,s%
SERIES 185 ALUMINUM FIXED WINDOW 0,.61251 *'
73" X 72" NON-IMPACT -� a
FLANGE INSTALLATION DETAILS z-p TAT OF A :
DRAWN; OWGNO. REV -ij'�FS:;�OR1D,•G�`��
s�LE DATE 08 s02E357 A s/ONAI`E
NT5 09/03/14 7 OF 8
Yk
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
APPROVED
SEALANT
BEHIND FIN 1 1/4" MIN.
EMBEDMENT
#6 W00p WOOD
SCREW FRAMING
BY OTHERS
1/4" MAX.
F SHIM SPACE WOOD FRAMING i M MAX
7/16" MIN , BY OTHERS SHIM SPACE
EDGE DISTANCE
#6 WOOD INTERIOR
SCREVl
INTERIOR
EXTERIOR 1 1/4"
MIN.
EMBEDMENT
I
1/4" MAX APPROVED
{ SHIM SPACE SEALANT
—F BEHIND FIN EXTERIOR
�--- pp 7/16" MIN
7/1I D _
MIN _ EDGE DISTANCE
EDGE DISTANCE
#6 WOOD WOOD JAMB INSTALLATION DETAIL
SCREW FRAMING WOOD FRAMING OR 2X BUCK INSTALLATION
APPROVED 1 1/4" MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION NOTES:
1.INTERIOR AND EXTERIOR FINISHES,BY OTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED:0610112015
MI W�I�NDOWSWESTcRosevDRo00RS \\`\J\s'R..L0 1
CARROLLTON, TX 75006 `V••��GENS�.••cP��
SERIES 1.85 ALUMINUM FIXED WINDOW .• �,'0,�61
73" X 72" NON—IMPACT s re
INSTALLATION DETAILS ��o• STATE OF �zz
z
DRAWN; DWG N0. REV ice' .•'cCOR10Q;•
J.L. 08-02357 A ss ONAI•aG�N
/ E
scALE NTS OATE 09 03/14 SHEET8 OF 8 ���IIIIIIll1���