HomeMy WebLinkAboutProduct approvals, windows, mullions Florida Building Code Online O Page 1 of4
,
'
._..._._ s x
F�OtIC�d D,p'Rment t3Q5 Home Log In User Registration Hot Topics i Submit Surcharge Stats&Facts Publications'�i FBC Staff SOS Site Map i Links ii Search.i
Business�( �
!
'I Product/approval
::
Profession , Fs USER:Public User
Regulation d
_ Pmduct An—val Memi>Product or Application Search rAonlimMon List>Application Detail
FL15349-RS
-- =� APPlicati
on 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
Archived -,
Product Manufacturer MI Windows and Doors
Address/Phone/Erhail 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
Authorized Signature Brent Sitlinger
bsittinger@miwd.com.
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category - Windows
Subcategory Fixed
Compliance Method Certincatlon Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M.Urich,PE
J Validation Checklist-Hardcopy Received
I
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2006
AAMA 506 2008
AAMA/WDMA/CSA 1011I.S.2/A440 2005
AAMA/WDMA/CSA 101/I.S:2/A440 2008 '
f
Equivalence or Product Standards i
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
F
ILE COP,
htty://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdW1anDW... 7/24/2015'
Florida Building Code Online Page 2 of 4
jSummary of Products
FL* 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 FLIS'49 RS C CAC APC 85393 01 109 47 r0 185 FYD FIN 13 16IG
i Approved for use outside HVHZ:Yes 6X60 LC 5.pdf i
Impact Resistant:No Quality Assurance ContraCt-Expiration Date
Design Pressure:+551-55 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/5/32" FL15349 RS 11 185 Fin Hxao B5393 01 AS TESTED Dri i I
Ann.Glazing bite was 1/2". Verified By.American Architectural Manufacturers Association
Created by Independent Third Party:
j Evaluation Reports
I Created by Independent Third-Party:
115349.2 185 Fin Frame 96x60 Laminated Single Glazed j I!Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 RS C CAC APC 85393 03-109-47-r0 185 FXD FIN SG 96X60
Approved for use outside HVHZ:Yes LC55.pdf
' Impact Resistant:No Quality Assurance Contract Expiration Date !
Design Pressure:+SS/-55 12/05/2015
Other:FW-LCSS.Glass consisted of 5/32"Ann-0.100"Solutia Saflex- Installation Instructions
5/32"Ann with a 1/2'glazing bite. 'FL15349 R5 It 185 Fin Fix-2d 55' 03 AS TESTED nor
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
! Evaluation Reports
Created by Independent Third Party: j
15349:3 185 PW� 96x60'Fin Frame Insulated Laminated Glass
Limits of Use Certification Agency'Certificate
APPrOved for use in HVHZ:No FL15349 R5 C CA.0 APC B5395 01-109-47-r0 B5393 01-109-47]18_sApproved for use outside HVHZ:Yes FXD FW 9690 LC55 AAMA SO -0 PEC.Impact Resistant:Yes Quality Assurance Contract Expiration bate
Design Pressure:+55/-55 12/05/2015
Other:FW.-LCSS,Missile Level D,Wind Zone 3.Glass consisted of S/32"Installation Instructions
(annealed exterior-space-S/32'annealed/0.100 Solutia Sanex HP/ FL15349 R5 II 185 Fin Impact Fxd B5395 01 AS TESTED Ddf
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: !
Evaluation Reports I
Created by Independent Third Party:
j 15349.4 118S PW 96x60 Fin Frame.Laminated Glass
!;Limits of Use Certification Agency Certificate j
Approved for use in HVHZ:No FLI5349 R5 C CAC APC 57020 02 185 Fxd Fin Imnact 96x60 odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 12/05/2015
Design Pressure:+55/-55 Installation Instructions
j Other:FW-LC55,Missile Level D,Wind Zone 3.Glass consisted or 5/32' FI 153a9 RS it185 Fin lmoact°xd 87070 02 sc rFS7_Enr
annealed-0.100'Solutia Sanex HP 5/32"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:
15349.5 185 PW 96x6O Flange Frame Single Laminated Glass
"mil of Use Certification.Agency Certificate I,
!Approved for use In HVHZ:NO ' Fti5349-RS C CAC APC 87020.02 185 Fxd Flo lmoact 6r6 Ddf 4
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
jj Impact Resistant:Yes 12/05/2015
Design Pressure:+SS/-SS Installation Instructions
' Other:FW-LC55,Missile Level D,Wind Zone 3.Backbedding silicone is 1`1.15349 R5 it 08-01613A.odf j
Pecora 896. Verified By:Luis R-Lomas,PE PE-62514
j Created by Independent Third Party:Yes
I Evaluation Reports j
FL15349 RS AE 512277A odf
I Created by Independent Third Party:Yes
,15349.E 185 PW 96x60 Flange Frame Insulating Laminated Glass
Limits of,Use ! Certification-Agency.Certificate
Approved,for use in HVHZ:No FL15349 RS C'CAC APC 85395.n1-109-47-r0 B5393.02-109-47 18S
Approved for use outside HVHZ:Yes FXD FLG 9 X L SS AP.MA 50 -06 05SPEC(120515Lpdf
Impact Resistant-Yes Quality Assurance Contract Expiration Date �I
Design Pressure:+55/-55 i 12/05/2015
Other:FW-LC55,Missile Level D,Wind Zone 3.Tile glass was bedded in Installation Instructions
j Pecora 896 silicone with a 1/2'glass bite. FLI5349 RS If 08-01613A.Ddf
Verified By:Luis R.Lomas,PE PE-62514 j!
Created by Indepentlent Third Party:Yes
Evaluation Reports
FLSS349 R5 AE 512277A.pdf
Created.by Indepentlent Third Party:Yes
15349.7 1185 PW i" 7ZX72 Fin Frame Single Laminated Glass
ii
Limits of Use Certification Agency Certificate �
Approved for use In HVHZ:No 1 FLIS349 RS C CAC APr•C0571 03-109.47-RO Fin odf
Approved for use outside HVHZ:Yes I Quality Assurance Contract Expiration Date
Impact Resistant Yes 06/25/2016
Design Pressure:+55/-55 Installation instructions
Other:LC-PG55,Missile Level D,Wind Zone 3.1/2"glass bite,glass FL15349 R5 11 08-02355A.Dhr .I
was bedded In Pecorar896 Silicone sealant. I Verified By:,Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 RS AE 513122A.ndr
Created by Indepentlent Third Party:Yes
15349.8.. 1185 PW r 7202 Flange Frame Single Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FLSS349 R5 C CAC APC C0571 03-109-47-R0 Fiance odf
j Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 06/25/2016
!. Design Pressure:+55/-SS Installation Instructions i
Other:LC-PG55.Missile Level D,Wind Zone 3.1/2"Glass bite,glass FLSS349"RS II 08-0235 A. f !
was bedded in Pecora 896 silicone sealant. Verified By:Luis R.Lomas,PE PE62514
j Created by Independent Third Party:Yes
f :
I �
!
littp://floridabuilding.org/pr/pr app_dtLaspx?param=wGEVXQwtDgtH8572gvdVJIanDW... 7/24/2015
Florida Building Code Online page 3 of;4
Evaluation Reports
FL353a9 P.5 AE 513122A.Ddf �
Created by Independent Third.Party:Yes j
15349.9 185'PW 73x72 Fln Frame Insulating.Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC CCLi-14-O60 185 FIXED FIN.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
,Impact Resistant:No 04/03/201.8
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
FL15349 R5 AE 513124A.0df
Created by Independent Third Party:Yes
j 15349.10 1185 PW 73x72 Flange Frame Insulating Glass
Limits of Use Certification Agency Certificate j
Approved for use In HVHZ:No FLI 5349 R5 C CAC APC CCLI-14-060 18S FIXED 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 R5 11 08-02357A.odf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third.Party:Yes
Evaluation Reports
FLIS349 R5 AE 513124A.pdf
.Created by Independent Third Party:Yes
1S349.11 1185 PW 72x72 Flange'Frame Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FL15349 RS C CAC APCf91421CO571.03-109-47-RO C0571.02.109-
Approved for use outside HVHZ:Yes 47-RO 185FIXED FLG SG 5-32A 1 OHP 5-32A-72X72 LC55 0 2516. df
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+551-55 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. FLIS349 R5 II 08-02355A.Ddf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FLIS349 05 AF 513122A.Ddf
Created"by Independent Third Party:Yes
15349.12 185 PW 72x72 Fin Frame Laminated Glass
Limits of Use Certification Agency,Certificate
Approved for use In.HVHZ:No FLIS349 R5 C CAC APC191431C0571 03-109-47-Rn CO571 01-100-
Approved for use outside HVHZ:Yes 47-RO 195 FIXED FIN SG 5-32A SOOHP S-32A 72X72 LC55 062 16. f
Impact Resistant Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/-55: 06/25/2016
Other:LC-PGSS,Missile Level D,Wind:Zone 3.Glass bite is 1/2"and Installation Instructions i
glass is bedded in Pecora 896 silicone. -FL15349 R5 II 0S-02355A.odf
Verified By:Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL15349 R5 AE 513122A.odf
Created by Independent Third Party:Yes
15349.13 1185 Triple PW159x54,Flange Frame Single Laminated Glass
Limits of Use Certification.Agency Certificate
Approved for use in HVHZ:No FL15349 R5 C CAC APC B6512 02-109-47-RO B5512.01-109-47 18S
Approved for use outside HVHZ:Yes FXD F 0x54 R55 AAMA -08 -SPFCtgf f
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+55/=55 01/24/2016 1
Other:FW-1155,Missile Level D,Wind Zone 3.Backbedding silicone is Installation Instructions
�Pecora 896. FL15349 R5 11 08.01614A.ODf.
Verified By:Luis R.Lomas,PE PE-62514
! Created by Independent Third Party:Yes
Evaluation Reports it
FL15349 RS AE 5122780.Ddf 1
Created byTndependentThird Party:Yes
I'
1S349.14 1 1185 Triple PW 159xS4 Flange Frame Insulated Laminated Glass
Limits of Use, Certification Agency Certificate
Approved for use In HVHZ:No FLIS349 S349 R5 C CAC APC B6515.02-109-47-
Approved for use outside HVHZ:Yes RO B6 15.01 B" 12.01 185 FXD FLG i 9x54 R55 AAMA SD6-
ImpactResistant:Yes 05.P C.Dr!
j 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
FL15349 RS!i 08-01614A Ddf
Verified By:LuLs R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports j
FL35349 R5 AE 512278A.DdP
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 FLIS345 R5 C CAC APC B6511.01-109-47-RO 185 FXD FIN SG TRIPLE
Approved for use outside HVHZ:Yes 1 9X 4 R55,udf
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 112"glazing bite. F115349 R5 II 185 Fxd CHS Fin(as tested B6511 01)Ddf
Verified By:American Architectural Manufacturers Association
Created by Independent Third Party: j
Evaluation Reports j
Created by Independent Third Party: j
15349.16 185 Triple PW 1159x54 Fin Frame Continuous.Head and Sill Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ No FL15349 R5 C CAC APC B6511 02-109-47-RO B6511.01-109-47 185 _
Approved for use outside HVHZ:Yes FXD FIN 159x54 255 AAMA 506-06.08$PEC.pdf
i Impact Resistant:Yes Quality Assurance Contract Expiration Dane
i Design Pressure:+55/-55 01/24/2016
j
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/201 S
Florida Building Code Online Page 4 of!4
Other:FW-R55,Missile Level D,Wind Zone 3.Glass consisted of 3/32" Installation Instructions j
ann•-0.090"Solutia PVB-3/32"ann with a 112"glazing bite.The glass FL15349 R5 II 185 CHS Fin Impact Fixed B6511.02 AS TESTED.Ddf
was bedded in Pecora 896 silicone. Verified.By.American Architectural Manufacturers Association
Created by Independent Third Party:
G Evaluation Reports
Created by Independent Third Party:
15349.17 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 B6514 01-109-47-R1 185FIXED FIN TRIPLE
Approved for use outside HVHZ:Yes j59WS4 R f
Impact Resistant[No Quality Assurance Contract Expiration Date
Design Pressure:+55/-55 01/24/2016
Other:FW-RSS.Glass consisted of exterior 1/8"annealed-space- Installation Instructions '
3/32"annealed/0.090'Solutia PVB/3132'annealed.Glazing bite was FLI5349 R5 II 185 CHS Fin Fixed 86514.01 AS TESTED.Ddf j
1J2•. Verified By:American Architectural Manufacturers Association
Created by Independent Third Party: i
Evaluation Reports
created by Independent Third Party:
15349.18, 1185 Triple PW 159xS4 Fin Frame Continuous Head and Sill Insulated laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL15349 R5-C-CAC APC 86514.02-109.47-
Approved for use outside HVHZ:Yes R1 86 14 01 86511 03 185 F)<FiN 159)(54 R55 AAMA 506- l
Impact Resistant:Yes 06 05SPEC.odf
Design Pressure:+55/-55 Quality Assurance Contract Expiration Date
Other:FW-R55,Missile Level D,Wind Zone 3.Glass consisted of 01/24/2016
exterior 1/8'annealed-space-3/32"annealed J 0.090'Solutia PVB/ Installation Instructions
3/32"annealed.'Glass was bedded in Pecora 896 silicone with a 1/Z" FL15349 R5 II 185 CHS Fin Impact Fixed B6514.02 AS TESTED.Ddf
glass bite. Verified By:American Architectural Manufacturers Association
Created by Independent Third Party:
Evaluation Reports
11 Created by Independent Third Party: I
0 0
Contact lk::1943 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::Accesibillty 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,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The
ema'Is 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.7o determine If you are a licensee under Chapter 455,F.S.,please
click here.
Product Approval Accepts:
c,._;_; RE
6W MI .
�eC llrl l\'?I171i[C'4-
I
http://flotidabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWIanDW... 7/24/201 5
I
REVISMS
RN DESCRIPTION DATE APFROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
NOT THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15. FOR ANCHORING INTO,WOOD FRAMING OR 2X BUCK USE .#10 VIOOD SCREWS WITH
1. SUFFICIENT LENGTH TO-ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
REQUIREMENTS OF THE HEREIN
FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE, FRAMING AND MASONRY OPENING IS THE 16. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
RESPONSIBILITY,OF THE ARCHITECT OR ENGINEER DF 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
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH 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 1.
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
THE ARCHITECT OR ENGINEER OF RECORD. D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-75 1/8" THICK MINIMUM
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.'
8. FOR FIN INSTALLATION SHIM AS NEEDED. FOR FRAME INSTALLATION SHIM AS REQUIRED AT
EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF 1/15" 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 IN WIND 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 \\�5� �1'�o��ii�
1001 WEST CROSBY ROAD ���J�•'�EN"�I' /���
CARROLLTON,'TX 75006 `v, \G S�,1 G
TABLE OF CONTENTS SERIES 185 ALUMINUM FIXED WINDOW *' 061 *�
SHEET NO. DESCRIPTION 73" X 72" NON—IMPACT yp
NOTES —�o, TATEEEE OF e��
1 NOTES DRAWN: DVJC NO. REV �S�CORV) G\�y
2 - 3 ELEVATIONS, CHARTS AND GLAZING DETAILS J.L.
E otiTE, 08 02357 A /i/s/ONA>11E�\\\�
4 - 8 INSTALLATION DETAILS NTS 09/03/14 ISHEEll OF 8
RENSIONS
-72 1/2" MAX FRAME WIDTH
REV CESCRi7TI0N CRT[ APPROVED
69 3/4" MAX D.L.O.
A REVISED INSTALLATION DETAILS :06/01/75 R.L.
6" MAX r- -r 18" MAX O:C. -� 6" MAX
CHAAT#1
Number of anchors required(wllhout rigid fillers
1B" Frame Frame width(in)
Haight 24.00 1 30.00 1 76.00 1 42.O0 1 48.00 1 54.00 60.00 1 06.00 72.60
MAX O.C. % 11n) Has lambl Has amb HBS amb HBS aMb HBS amb H85 amb H65 amb HBS amb HBS lamb
24:00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
68 3/4" 30.00 2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
MAX p L.O. 36.00 2 3 2 3 3 3 3 3 3 3 4 3 4 3 5 3 5 3
71 1/2" 42.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 5 3 6 3
MAX 48.00 2 3 2 3 3 3 3 3 3 3 4 3 5 3 a .3 6 3
FRAME 6A00 2 4 2 4 3 4 3 4 3 4 4 4 5 4 6 4 7 4
HEIGHT 60.00 2 4 2 4 3 4 J 5 3 5 4 5 5 5 6 5 jtj
00 60.00 & 4 2 4 3 5 3 5 3 6 4 B 5 6 6 6 71.60 2 6 2 5 3 5 3 6 J 8
ANCHORS TO BE CHART#2
EQUALLY SPACED REFER TO CHARTS Number ofanchors required(with rigid fillers)
#1 & #2 SERIES 185ALUMINUM FIXED WINDOW F42.00
Frame width hn)
FOR NUMBER OF EXTERIOR VIEW 24.00 30.00 36.00 42.00 40.00 S4.00 60.00 00.00 72.50
ANCHORS REQUIRED HBS amb HdS amb Has amb HBS amb Hd5 amb HaS amb H65 amb Has lamb Has amb
DESIGN PRESSURE RATING LLIPACT RATING 2 2 2 2 3 2 3 2 3 2 4 2 4 z 4 2 5 2
2 2 2 2 3 2 3 2 3 2 4 2 4 2 4 2 5 2
±60.OPSF NONE 2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 5 3
2 3 2 3 3 3 3 3 3 3 4 3 4 3 4 3 53
2 3 2 1 3 3 3 3 3 3 4 3 4 3 4 3 5 3
5400 2 4 2 4. 3 4 3 4 3 4 4 4 4 4 4 4 5 4
60.00 2 4 2 4 3 4 3 4 3 4 4 4 4 4 4 4 5 4
66,06 2 4 2 4 3 4 J 4 3 4 4 4 4 4 4 4 5 4
7f.50 2 5 2 6 3 5 3 5 3 5 4 5 4 5 4 5 5 5
SEE SHEETS 4.7 FOR INSTALLATION DETAILS
3/16" ANN 3/1'6" ANN
ALUMINUM REINFORCED
BUTYL SPACER SIGNED:0610112015
EXTERIOR INTERIOR MI WINDOWS AND DOORS \0NIIIIIII/f��/
SILICONE 1001 WEST CROSBY ROAD \��\J\9 •Ld2l �i,
CARROLLTON, TX 75006 r,•v\CENS ,Jt��
SERIES 185 ALUMINUM FIXED WINDOW *e�jillo�.S�S
p6 x 1 1/4' TEK 73" X 72P NON-IMPACT - �{Irgg(�((r
SPACED 2" FROM ELEVATION, CHARTS AND GLAZING. DETAILS .� STAT OF
CORNERS AND 12" MAX ��•
O.C. THEREAFTER GLAZING DETAIL J,LN. crc No 08-02357 RA EV. �Z//ass'/(OR� rG�G\�`
SCALE DATE SHEET ///�/O�IIA \\
NTS 09/03/14 2 OF 8
REVISIONS
fAA
DESCSI�PON DATE APPROVED
REVISED INSTALLATION DETAILS 36/01/15 R.L.
— 72 1/2" MAX FRAME WIDTH
69 3/4" MAX D.L.O.
6" MAX 1B" MAX O.C. —�I 5" MAX
M
18"
MAX O.C. j
CHART kf
[ I j 68 3/4" Number olanchorsrequired(fin Installation)
MAX Fro ma Frame width(Inj
D.L.O. He I0ht 24.00 a0.00 36.00 42.00 40.00 64.00 00.00 66.00 7R.50
71 1/2' (In) Has Pambl HaS Pamb HaS amb HaS Jamb Has Jamb Has pamb Has Pamb HaS IJamb Has amb
MAX 24.00 3 3 1 3 3 3 1 3 1 4 3 4 3 4 1 3 5 3 5 3 6 3
FRAME
HEIGHT E
3 3 3 3 3 3 4 3 4 3 4 3 5 3 5 3 6 3
3 3 3 3 3 3 4 3 4 3 4 3 S 3 5 3 6 3
3 4 3 4 3 4 4 4 A- 4 4 4 5 4 5 4 0 4
j 3 4 3 4 1 4 4 4 4 4 4 4 5 4 5 4 6 4
S 4 3 4 3 4 4 4 4 4 4 4 5 4 5 4 6 4
3 5 3 6 3 5 4 5 4 5 4 5 5 5 5 5 0 5
ANCHORS TO BE 3 5 3 5 3 5 4 5 4 5 4 6 5 6 5 5 6 5
EQUALLY SPACED 3 6 3 6 3 6 4 6 4 6 4 6 1 6 1 0 5 0 6 6
REFER TO CHARTS
#1 & #2 SERIES 185 AL UMINUM FIXED WINDOW SEE SHEETS FOR INSTALLATION DETAILS
FOR NUMBER OF EXTERIOR VIEW
ANCHORS REQUIRED DESIGN PRESSURE RATING IMPACTRA77NO
.t60.OPSF NONE
SIGNED:-0616-.112015
MI WINDOWS AND DOORS J\.B '
��11111IL01,
1001 WEST CROSBY ROAD \��� .�0�///���
CARROLLTON, TX 75006 `r�•��GENS�,9U,ii
SERIES 185 ALUMINUM FIXED WINDOW *• O,fi1251 =
7 X 72" NON—IMPACTT((ATrrE OF ELEVATION,, CHARTS AND GLAZING
ING DETAILS
DRAWN: DM, NO. REV �iF�;:cZOROV G�2\�
SCALE DATE 08 SQ E357 A
NTS 09/03/14 3 OF 8
REVISIONS
REV DESORPTION DATE I APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 1 R.L.
1 1%4" MIN. 1/4" MAX.
EMBEDMENT SHIM SPACE
_f-- RIGID FILLER
1/2" MIN.
EDGE DISTANCE INTERIOR
1/2" MIN. 3/4" MIN
I EDGE DISTANCE METAL EDGE DISTANCE
WOOD FRAMING I STRUCTURE
OR 2X BUCK � 1 1/4'� MIN. BY OTHERS 1/4" MAX.
EMBEDMENT SHIM SPACE �10 WOOD
BY OTHERS SCREW' J
—� WOOD FRAMING J/ EXTERIOR
f OR 2X BUCK
1/4" MAX. BACKER ROD J BACKER ROD
& APPROVED RIGID FILLER BY OTHERS & APPROVED
BACKER ROD SHIM SPACE SEALANT 10 SMS OR SEALANT
& APPROVED RIGID FILLER
cEgLgN7 SELF DRILLING JAMB INSTALLATION DETAIL
#10 WOOD SCREW SCREW WOOD FRAMING OR2X BUCK INSTALLATION
EXTERIOR INTERIOR
EXTERIOR INTERIOR +#10 SMS OR 1/4" MAX.
SELF DRILLING I� SHIM SPACE
SCREW
10 WOOD SCREW BACKER ROD
RIGID FILLER RIGID FILLER
RIGID FILLER & APPROVED
BACKER ROD SEALANT 1/4" MAX. 3/4" MIN.
& APPROVED 1/4" MAX. SHIM SPACE EDGE DISTANCE INTERIOR
SEALANT SHIM SPACE r �!
METAL I
STRUCTURE
WOOD FRAMING BY OTHERS
OR 2X BUCK 1 BED MIN. t #10 SMS OR
BY OTHERS EMBEDMENT 3/4" MIN SELF DRILLING
EDGE DISTANCE SCREWS
VERTICAL CROSS SECTION METAL EXTERIOR
1/2" MIN, METAL STRUCTURE INSTALLATION STRUCTURE BACKER ROD
EDGE DISTANCE 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 ��11ullllu�
1001 WEST CROSBY ROAD 'J�,')R'--4i
CARROLLTON, TX 75006 =`+��\GEMBF�d'��
SERIES 185 ALUMINUM FIXED .WINDOW' sY• 0
� ,.61261
NOTES: FRAME INNS INSTALLATION ON DETAILS G TAT OF
I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, �
NOTSHOWNFORCL'ARITY. oRawN: OW' NO. REv f"tORIOP•\�"��
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112 J.L. DATE 08 502357 A 1°vs101VA11��`���
NTS 09/03/14 4 OF 8
-- rl
RENSIONS
REV DESCRIPTON DATE APPROVED
2 1/2" MIN. A REVISED INSTALLATION DETAILS 06/01/15 R.L.
EDGE DISTANCE
CONCRETE/MASONRY °
BY OTHERS
1 1/4" MIN.
a EMBEDMENT
OPTIONAL 1 X BUCK , °e. 1 1/4" MIN.
SEE NOTES 3 - 7 e ° EMBEDMENT
SHEET 1 ' <
°c
1/4" MAX. CONCRETE/MASONRY
BACKER ROD BY OTHERS 1/4" MAX.
& APPROVED SHIM SPACE ° SHIM SPACE
SEALANT OPTIONAL 1X BUCK a
RIGID FILLER SEE NOTES 3 - 7 RIGID FILLER
SHEET 1
3/16 TAPCON
EXTERIOR INTERIOR 3/16" TAPCON ' INTERIOR
3/16" TAPCON ° M
BACKER ROD � M1
& APSP ROVED RIGID FILLERALAHT 9 I
OPTIONAL 1X BUCK 1 MA.,. 2 1N. °
SEE NOTE 3 - 7 SHIM M SPACE EDIGE ° p
SHEET 1 DISTANCE >o ° a EXTERIOR
CONCRETE/MASONRY ° BACKER ROD
& APPROVED
BY OTHERS 1 1/4" MIN. SEALANT
° EMBEDMENT JAMB INSTALLATION DETAIL
% e CONCRETE/MASONRY INSTALLATION
e e
2 1/2" MIN.
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEIMASONRY 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 Woo DOWS WESTCROSBYD RODADORS `\`k\,%R.ILO
CARROLLTON, TX 75006 v,•v\OE�S'p.Lp �
SERIES 1B5 ALUMINUM FIXED WINDOW_ =*• 0y6�6�1 `
73" X 72" NON-IMPACT �•o E mvca�
FRAME INSTALLATION DETAILS �p TAT OF
DRAWN: OC/C N0. REV ��F' OR ID'-
SCALE DATE 08 502E357 A i1E�\\�\
NTS 09/03/14 5 OF 8
REVISIDNS
REV DESCPIPTIDII DATE APPROVED
A REVISED INSTALLATION DETAILS O6/O1/15 R.L.
1 1/4" MIN. 1/4" MAX.
EMBEDMENT ~I SHIM SPACE
1/2" MIN. T — 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 1/4" MAX.
BY OTHERS 1 SHIM SPACE
1 #10 WOOD
SCREW
1/4" MAX. BACKER ROD &
BACKER ROD & J SHIM SPACE APPROVED SEALANT RIGID FILLER WOOD FRAMING
EXTERIOR
APPROVED SEALANT III i( RIGID FILLER BEHIND FLANGE 10 SINS OR OR 2X BUCK
BEHIND FLANGE BY OTHERS
#lD MOOD SCREW SELF GRILLING BACKER ROD &
SCREW APPROVED SEALANT
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 RIGID FILLER
RIGID FILLER APPROVED SEALANT
BACKER ROD & — r
BEHIND FLAt 1/4" MAX.
APPROVEC SEALANT 1/4" MAX. 3/4" MIN. INTERIOR
BEHIND FLANGE SHIM SPACE _�SHIM SPACE EDGE DISTANCE
METAL
STRUCTURE
WOOD FRAMING 1 1/4' MIN. BY OTHERS
OR 2X BUCK EMBEDMENT , I
BY OTHERS 3/4" MIN y10 SMS OR
} EDGE DISTANCE t� SELF DRILLING
1/2" MIN VERTICAL CROSS SECTION SCREINS
EDGE DISTANCE METAL STRUCTURE INSTALLATION METAL EXTERIOR
VERTICAL CROSS SECTION STRUCTURE BACKER ROD &
WOOD FRAMING OR2X BUCK INSTALLiATION BY OTHERS APPROVED SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED:06/01/2015
MI WINDOWS AND DOORS \\��111AIIIIIIJi,
1001 WEST CROSBY ROAD ��J\S R'L0tJ/��ii
CARROLLTON, TX 75006 "v,•v\C�NSF•giP
NOTES:
SERIES 185 ALUMINUM FIXED WINDOW _*' oy61
73" X 72" NON-IMPACT +StN A., .+ `
I.INTERIOR AND EXTERIOR FINISHES,BY OTHERS, FLANGE INSTALLATION DETAILS ��', STATE Of
NOT SHOWN FOR CLARITYQj
2.PERIMETER AND JOINT SEALANT BYOTHERS TO BE ppgryN; DWG ND. REV j�iDF•; 0 RI0P•\��
DESIGNED INACCORDANCEWITHASTME2112 L. 08-02357 AJ. ��//ss/Q•'�G�G\\�
SCREE NTS DATE 09/03/14 SHEET OF 8 ///IjIA111\0
� e
ill
REV�Si0N5
HEV DESCRIPTfCN DAiE APPROI�cD
2 1/2" MIN. A REVISED INSTALLATION DETAILS O6/Ot/15 R.L.
EDGE DISTANCE
CONCRETE/MASONRY °
BY OTHERS " d' 1 1/4" MIN.
d ° 1 1/4" MIN. EMBEDMENT
°d.
OPTIONAL 1X BUCK m ° EMBEDMENT
SEE NOTES 3 — 7
SHEET 1
BACKER ROD & 1/4" MAX. CONCRETE/MASONRYBY OTHERS1/4" MAX.
APPROVED SEALANT SHIM SPACE > SHIM SPACE
BEHIND FLANGE OPTIONAL 1X BUCK
RIGID FILLER SEE NOTES 3 — 7 RIGID FILLER
SHEET 1
3/16" TAPCON 6
EXTERIOR INTERIOR 3/16" TAPCON , I� INTERIOR
BACKER ROD & 3/16" TAPCON
SEALANT
BEHIND FLANGE RIGID FILLER < / 1
2 1/2-
APPROVED
OPTIONAL 1X BUCK S1HIMeSPACE MI . a
57<
SEE NOTE 3 — 7 Xl EDGE °
SHEET 1 DISTANCE EXTERIOR
CONCRETE/MASONRY i ° BACKER ROD &
BY OTHERS APPROVED SEALANT
d " 1 1/4" MIN. BEHIND FLANGE
• d p, EMBEDMENT
a° JAMB INSTALLATION DETAIL
"4 4'�� " QONCRETE/MASONRYINSTALLATION
d
2 1/2" MIN,
EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY 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 WINDOWS AND DOORS \\���j111lIIIIii,
1001 WEST CROSBY ROAD
CARROLLTON, TX 75006 `v�•�\CENS�.•,cP��
SERIES 185 ALUMINUM FIXED WINDOW 1k�•//�o,B1251
73" X 72" NON—IMPACT ti+4ur� �y
FLANGE INSTALLATION DETAILS TA TE OF
i0�•
DRAYJN: DWG N0. REV iFS:c<ORIDP`G\�'\��
5 LE DATE 08 S0E 357 A S�ONA
NTS 09/03/14 7 OF 8 till
REVISIONS
REV DESCRIPTION DATE APPROVED
A REVISED INSTALLATION DETAILS 06/01/15 R.L.
APPROVED
SEALANT
BEHIND FIN i 1/4" MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
I BY OTHERS
J� 1/4" MAX.
_F SHIM SPACE WOOD FRAMING _ i M MAX
7/16" MIN , BY OTHERS SHIM SPACE
EDGE DISTANCE
#6 WOOD INTERIOR
SCREW
INTERIOR
EXTERIOR 1 1/4"
MIN.
EMBE-DFMEN—T
I
1/4" MAX APPROVED un
j SHIM SPACE SEALANT
—` BEHIND FIN EXTERIOR
7/16" MIN T_--- Jdl u 7/16" MIN _
EDGE DISTANCE EDGE DISTANCE
#6 WOOD WOOD JAMB INSTALLATION DETAIL
SCREW FRAMING WOOD FRAMING OR 2X BUCIC INSTALLATION
APPROVED 1 1/4' MIN. BY OTHERS
SEALANT EMBEDMENT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION NOTES:
1.INTERIORAND ExrER/OR FINISHES,BYOTHERS,
NOT SHOWN FOR CLARITY.
2.PERIMETER AND JOINT SEALANT BY OTHERS TO BE
DESIGNED W ACCORDANCE WITH ASTM E2112
_ SIGNED:06/Oi/2015
MI WINDOWS AND DOORS
1001 CARRO I EST RO CARROLLTON, 0 75006 `�\v\��CENS�.9�(+�i�
SERIES 185 ALUMINUM FIXED WINDOW *• 0 61 *=
73" X_ A NON—IMPACT w
FLANGE INSTALLATION DETAILS i�. STATE OF
N: DWG 110, OS— AL
_02357 RE /��Ojrs'S..M.l,
J.L. G
SCALE NTS DATE 09/03/14 SHEETS OF B /
Florida Building Code Online 1 O��v Page 1 of 3
I
f7,r _ r
'Ti y� �dam'.1 t
F .�.f.,r) � 6 1�'w_._.r..}- ._a i;;.. z�- .- -,".1..._r..S:.:�.. .a._.�.;�::._...•,li 6r.Fr;7't'a.s"�c"'"y'..ry'f,T""Y'i't`e+pitT +M`S�CP' �
Fla[jdd D_L ftT 1P Ttd BQS Home I Log in ; User Registration Hoc Topic Submit Surcharge Scats&Facts Publications FBC Staff BQS Site Map ] Unks ; Search
Busines5����
Professional �� U ER:PubcicUser val , „
Regulation -/V�
'I?fRGir Product Apuroval Menu>Product or Application Search>Application List>Application Detail
FL# FL15353-R2
Application Type Revision
Code Version 2014
Application Status Pending FBC Approval i
Comments
Archived
i
Product Manufacturer MI Windows and Doors
Address/Phone/Email 650 West Market Street
Gratz,PA 17030
(717)365-3300 Ext2560
bsitlinger@miwd.com
i
Authorized Signature Brent Sidinger
bsitlinger@miwd.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Mullions
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 Luis R Lomas,PE
Evaluation Report
Florida License PE-62514
Quality Assurance Entity National Accreditation&Management Institute
Quality Assurance Contract Expiration Date 12/31/2015
Validated By Steven M.Urich,PE
J Validation Checklist-Hardcopy Received
Certificate of Independence FL15353 R2 COI FI COf ndr
Referenced Standard and Year(of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
1710.5.3
i
Product Approval Method Method 2 Option B
Date Submitted 06/15/2015
Date Validated 06/15/2015
httt)://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuli... 7/24/2015:
Florida Building Code Online Page 2 of 3
Date Pending FBC Approval 06/21/2015
Summary of Products
------------- -
j FL A Model,Number or Name Description
j 15353.1 15764 Horizontal Aluminum Mullion
Limits of Use Installation
Instructions
Approved for use In HVHZ:No I"LS 1353 11 II 08-01448A.odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x 84".Max mullion span: F115353,R2 AE 512072A.odf
52-1/8% Created by Independent Third Party:Yes
15353.2 5764 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use In HVHZ:No �LI5353 R2 Instructions
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 '
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports �I
Other:Max single window size:52-1/6"x 84'.Max mullion span:83" FL15353 R2 AE 512063A.ndf j
Created by Independent Third Party:Yes
15353.3 15765 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 11 08-01449A.ndf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 i
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8'x 84".Max mullion span: FL15333 R2 AE 512073A.pdf
104-1/4' Created by Independent Third Party:Yes
15353.4 15765 Vertical.Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 11 08-01440A.odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-118"x 84".Max mullion span:83". FLIS353 R2 AE 512064A.odf
Created by Independent Third Party:Yes
15353.5 CM-18514 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL15353 R2. II 03-01442A.0
Approved for use outside HVHZ-Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8"x W.Max mullion length- FL15353 R2 AE 512066A:pdf
83", Created by Independent Third Party:Yes
15353.E CM-18520 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL153_S3 R2 it 08-01451A.od(
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas;PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8"x 84'.Max mullion span- FLIS353 R2 AE 512075A.PCI
104-1/4- Created by Independent Third Party:Yes
15353.7 CM-18523 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No ELIS353 R2 II 08-01452A.ndf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8'x 84'.Max mullion span- FLIS353 R2 AE 512076A.Pdf
104-1/4". Created by Independent Third Party:Yes
i 15353.8 CM-18531 -Vertical Aluminum Mullion
j Limits of Use installation Instructions
Approved for use in HVHZ:No FLIS353 R2 II 08-01443A.pdf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size:52-1/8'x 84 Max mullion span-83" FLIS353 R2 AE 512067A.Mf
i Created.by Independent Third Party:Yes
15353.9 CM-18532 Horizontal Aluminum Mullion
Limits of Use Installation Instructions i
Approved for use in HVHZ:No FL15353 R2 11 08-01453a odf
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514 I
I Impact Resistant:Yes Created by Independent Tfilyd Party:Yes
Design Pressure:N/A Evaluation Reports
Other:Max single window size-52-1/8'x 84".Max mullion span- F115353 1� AE 512077a odf
104-1/4" Created by Independent Third Party:Yes '
15353.10 CM-18533 Vertical Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FL1g353 R2 It 03-01444A udf
i Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
Design Pressure.N/A Evaluation Reports
Other:Max single window size.52-1/8"x 84'.Max mullion span:63' FL15353 R2 AE 512068A ndf i
Created by Independent Third Party:Yes j
15353.11 CM-18534 Horizontal Aluminum Mullion
Limits of Use Installation Instructions
Approved for use in HVHZ:No FLIS353 R2 fl 08-01454A.pdf i
Approved for use outside HVHZ:Yes Verified By:Luis R Lomas,PE PE-62514
Impact Resistant:Yes Created by Independent Third Party:Yes
l Design Pressure:N/A Evaluation Reports
li 1Other:Max single window size:52-1/8"x 84'.Max mullion span: FLIS353 R7. AE 512078A.pdf.
104-1/4'. Created by Independent Third Party:Yes
I
I
http://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtH8572gvdWISXrzuh... 7/24/2015
REVISIONS
REV DESCRIPTION GATE AoPROVED
NOTES: A REVISED INSTALLATION DETAILS 06/10/15 R.L.
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2) WOOD FRAMING TO BE DESIGNED AND ANCHORED TO PROPERLY ANCHORING NOTES:
TRANSFER ALL LOADS TO STRUCTURE. FRAMING IS THE 1) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREW WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM
3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE EMBEDMENT. LOCATE ANCHORS AS SHOWN IN INSTALLATION DETAILS
DESIGN OF THE PRODUCT SHOWN HEREIN. WIND LOAD DURATION SHEET 3.
FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS. 2) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCO14 WITH
4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT
PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3. WITH 2 1/2" MINIMUM EDGE DISTANCE, LOCATE ANCHORS AS
5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS SHOWN IN INSTALLATION DETAILS SHEET 4.
DOCUMENT APPLY ONLY TO MULLION. WINDOWS MUST BE APPROVED 3) ALL FASTENERS TO BE CORROSION RESISTANT.
UNDER SEPARATE APPROVAL. 4) INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH
6) SINGLE WINDOWS TO BE MULLED ARE NOT LIMITED TO THOSE ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS, AND
SHOWN IN THIS DRAWING. WINDOWS MUST BE MANUFACTURED BY MI ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS
WINDOWS AND DOORS, INC. LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE A. WOOD — MINIMUM SPECIFIC GRAVITY OF G=0.42
LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL B. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI,
WINDOW OR DOOR UNIT. C. MASONRY — STRENGTH CONFORMANCE TO ASTM C-90, GRADE N,
8) UNITS MAY BE MULLED TOGETHER INDEFINITELY AS LONG AS SINGLE TYPE i (OR GREATER).
UNIT WIDTH AND HEIGHT ARE NOT EXCEEDED AND MULLION IS 5) TO ATTACH MULLION TO CLIP USE (4) #10 x 1 1/4" SELF
ANCHORED AS SHOWN HEREIN. DRILLING SCREWS PER CLIP. SCREWS MUST BE FIELD INSTALLED.
9) MULLION VERTICAL INSTALLATION IS SHOWN, MULLION MAY BE USED HOLES FOR SCREWS ARE NOT PRE—DRILLED BY MANUFACTURER.
IN HORIZONTAL APPLICATIONS AS LONG AS DIMENSIONS INDICATED
HEREIN ARE NOT EXCEEDED AND MULLION IS ANCHORED ACCORDING
TO THIS DOCUMENT.
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY WIDTH AND MULLION SPAN BASED ON
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY WIDTH.
3) LOCATE MULLION SPAN (UNIT HEIGHT) AND TRIBUTARY WIDTH. AT
THE INTERSECTION OF ROW AND COLUMN CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2.
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1.
TRIBUTARY W{DTH = i + V
2 SIGNED:0611112015
MI WINDOWS AND DOORS okill(IIII/ji
650 WEST MARKET STREET �\\\J�5 R. Lo41����i�
GRATZ, PA 17030-0370 -��,•• CENSF9Lp
TABLE OF CONTENTS CM-18531 — VERTICAL MULLION *• oy6�61 *:
83" MULLION SPAN
SHEET N0. DESCRIPTION GENERAL NOTES TAT OF
1 NOTES DRAWN: DWO NO. REV �i��'�� �CORIOP•G\���
2 CONFIGURATIONS AND DP CHART L. NTS
08 01443 A
SCALE DATE
3 INSTALLATION DETAILS. O1/11/12 1 OF 3
Ar
REVS!ONS
107 3/8" 107 3/8' 107 3/8" REV DESCRIPTION
COMBINED WIDTH COMBINED WIDTH r COMBINED WIDTH DOTE APPfiOVED
-'jll A REVISED INSTALLATION DETAILS 06/10/I5 R.L.
W1-Ir W2 Wt -{� W2 'A
BY �� 83" �� 83" IINIOW
FRAME FRAME WINDOW FRAME 7WIND�DW
HEIGHT WINDOW WINDOW HEIGHT WINDOW HEIGHT
(MULLION (MULLION (MULLION
SPAN) SPAN) SPAN)
� �f t� � �
F_ 107 3/8" 107 3/8" 107 3/8"
COMBINED WIDTH COMBINED WIDTH COMBINED WIDTH
Wt-1r--W2 q F1V1 --{r- W2 / 1 W1-j /-W2
83" l/ /� WINDOW // 83" / ✓/ WINDOW J BY � / WINDOW
FRAME /WINDO14 WINDO14 FRAME / FRAME
HEIGHT f HEIGHT HEIGHT WINDOW
(MULLION (MULLION (MULLION
SPAN) SPAN) I � SPAN)L 7
L II J I j
YJt--I I-W2 Wt -CIF-W2
107 3/B" 107 3/8'. 107 3/8"
COMBINED WIDTH COMBINED WIDTH L7COMBINED WIDTH
APPROVED CONFIGURATIONS
MULTIPLE UNITS MAYBE MULLED TOGETHER AS LONG AS COMBINED
WIDTH DOES NOT EXCEED 107 318'AS SHOWN HEREIN.
Design pressure rating(psO Design pressure rating(psO
Units anchored Into wood framing Units anchored Into masonry/concrete
Mullion Tributary width(In) Mullion Tributary width(n)
span(In) 18.13 26.50 36.00 42.00 48.00 52.13 span(In) 18,13 25.60 36.00 42.00 48.00 ,62.13
26.00 130.0 130.0 1130.01130.0 130.0 130.0 25.00 130.0' 130.0 130.0 130.0 130.0 130.0
$7.38 130.D 130.0 130.0 130.0 130.0 130.0 37.98. 130.0 130.0 130.0 130.0 130.0 130.0
49.63 130.0 130.0 130.0 130.0 130,0 130.0 49.63 130.0 130.0 130.0 130.0 130.0 130.0 SIGNED:06/11/2015
62.00 130,0 0.0 112.0 103.0 97.3 94.7 62. 00 130.0 130.0 128.7 118.4 111.8 108.9 MI WINDOWS AND DOORS �olkI1111II/�
85.83 130.0 130.0 103.5 9 .7 BB.B 86.0 85,63 130.0 130.0 118.9 108.8�57.21
98.9 SGRATZ,SPA MARKET7030 0370T S�GEh/s�9s%
72.00 130.0 .117,4 ,91.3 82.8 77.0 74.1 72,00 130.0 130.0 164.9 95.2 85.2
84.00 130.0 97.6 71.8 63:2 57.2 54.0 84.00 130.0 97.6 71.8 63.2 54.0 ` �, t`•.
CM-18531 - VERTICAL MULLION =*4TATE
0 51
83" MULLION SPAN
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WINDZONE3 CONFIGURATIONS AND DP CHARTS � OF �DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE DRAWN: OVDNO. REV i�'n••'oCOR1�P•\���
SGLE NTS DALE 01/11/12 08 s"O E4230F 3 A ,/�SSi�NA;IE�G`�\
REVISIONS
2 1/2" MIN, REv DESCRIPTION DATE APPROVED
EDGE
DISTANCE MASONRY/CONCRETE A REVISED INSTALLATION DETAIL 06/10/15 R.L.
BY OTHERS 3 17/32"
1 1/4"
•° ° MIN. EMBEDMENT
L
L SECT CM-18531 MULLION
ALUMINUM 6005-T5.125'T HICK
1/4" TAPCON
SECT5768
CUP
4 5/8
SECT CM-18531 0
MULLION It
1 29/32" 27/32"
SECT5768 �— 25/32
CLIP 1 9/16" O O
#10 WOOD SCREW I T�T4X 05/32" CLIP INSTALLATION
3/8"
1 3/8" MIN SECT5768 CLIP
EMBEDMENT ALUMINUM 6063-15,093"THICK
1/2" MIN WOOD FRAMING/
EDGE 2X BUCK
DISTANCE BY OTHERS
SIGNED:0611112015
VERTICAL CROSS SECTION MI WINDOWS AND DOORS `J5u1�1IIp�9
MASONRY/CONCRETE AND WOOD FRAMING \\ R• L
INSTALLATION 650 WEST MARKET STREET �� �,.•••.�1 /�
GRATZ, PA 17030-0370 `�v,'v\G NSF••J�
NOTES: CM-18531 — VERTICAL MULLION =*• o,.6�5
1) FOR FRAMING INSTALLATION USE ALL FOUR HOLES IN 83" MULLION SPAN =� (" �`
INSTALLATION CLIP. INSTALLATION DETAILS gTAT OF
DRAWN: OWG N0. REV ��'�\
2) FOR MASONRY/CONCRETE'INSTALLATION USE,HOLES /� R•. \ �
AT EACH
S PER OCLI INSTALLATION CLIP. INSTALL TWO V.LE DATE 08 50 E443 A /pNAL1EaG\��
NTS O1 11/12 3 OF 3
• REVISIONS
REV DESCRIPTION 'DATE APPROVED
#10 WOOD CM-18532 MULLION 1 1/4" A REVISED INSTALLATION DETAILS 0e/10/15 R.L.
SCREW SELF STACK MIN. EMBEDMENT
1 3/B" 1/4" TAPCON
CLIP
MIN. EMBEDMENT 68 INTERIOR
CLIP
2 i/2"
1/2" MIN, \ ° e°. MIN.
EDGE EDGE
DISTANCE
DISTANCE
WOOD FRAMING 1 I
OR 2X BUCK ...............I
BY OTHERS I -
c MASONRY/CONCRETE
BY OTHERS
4
EXTERIOR
MULLION INSTALLATION
ANCHORING NOTES:
1) FOR ANCHORING INTO CONCRETE USE 1/4" TAPCONS WITH SUFFICIENT LENGTH TO ACHIEVE A 1
1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE DISTANCE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
2) FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREW WITH SUFFICIENT
LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE ANCHORS AS
SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
3) FOR ATTACHING WINDOW UNITS TO MULLION USE #10 TEK SELF TAPPING SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A MINIMUM EMBEDMENT OF THREE THREADS PAST THE
MULLION WALL. LOCATE SCREWS, 6" FROM EACH MULLION END AND 12" MAX. O.C. THEREAFTER.
STAGGER SCREWS AT EACH WINDOW.
5) FOR WINDOW UNITS ANCHORING SCHEDULE.REFER TO WINDOW APPROVED INSTALLATION
INSTRUCTIONS, SIGNED:0611112015
6) ALL FASTENERS TO BE CORROSION RESISTANT. MI WINDOWS AND DOORS ����luurrrr
7) INSTALLATION ANCHORS ON NSTRUCTIONS,LA DE ANCHORSD IN SHALLCNOTT BECE WITH USED INANCHOR SUBS SUBSTRATES
MANUFACTURER'S 650 WEST MARKET STREET �N;\S R• o't1���ii
STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: GRATZ, PA 17030-0370 `�v•�\GENSF9s�r'
A. Pl000 — MINIMUM SPECIFIC GRAVITY OF G=0.42 CM-18532 HORIZONTAL MULLION * o 61 *�
8. CONCRETE — MINIMUM COMPRESSIVE STRENGTH OF 3,200 PSI. SINGLE, TWIN AND TRIPLE WITH TRANSOM - (
INSTALLATION DETAILS BTATE OF
DRAWN: CWC N0, REV li��'Pt.S'P(OR1OP
S LE NTS DATE 03/06/12 O$So ET330F 3 A /��/%/•70KA 11��\\��
REVISIONS
156 3/8" REV DESCRPTION DATE APPROVED
MAX.I UNIT WIDTH-^{ A REVISED INSTALLATION DETAILS 06/10/15 R.L.r-(MULLION SPAN)
HI WINDOW
168"
MAX.
- - COMBINED 4 5/11"
HE] Hz GHT WINDOW WINDOW WINDOW
�i 1/B"
Maximum design pressuEs
ca aci chart( t) 1 29/32 27/32"
Tributary Mullion Span and Individual unit width(In)
Height 54.00 72.00 M; .
0 108.00 126.00 144.00 156.38 t
(in) 18.00 24.00 0 36.00 .42.00 48.00 52.13 25/32" O, 3/8"
18.00 130.0 130.0 0 •130.0 116.2' 87.5 68.2 1 9/16" 0 O 13/16" /32"
24.00 130.0 130.00 105.2 89.4 68.0 6176 I 5 3
30.00 130.0 130.07 87.7 73.5 53.2 41.4 �_ C
36.00 130.0 123.5 75.5 62.9 44.7 34.8
42.00 130.0 110.0 66.8 65.5 38.7 30.1 3/8" 1„ 6XO5/32"
48.00 130.0 99.9 60.1 49.9E27.
26.5 F1
�I
54.00 130.0 92.1 54.9 45.5 23.8 SECT5768 CLIP
60.00 129.4 85.0 50.7 41.9 21.8 ALUMINUM 6063-T5.093'THICK
68.00 122.4 81.1 47.3 38.9 19.8 FOR WOOD FRAMING INSTALLATION
72.00 116.2 77.2 44.4 36.1 11.3
moo 110.5 73.97 42.0 33.8 17.1 CM-18532MULLION
84.00 1054 7D.84 40.0 31.8 16.0
4 5 B" -{ ALUMINUM 6005-T5.125"THICK
13/16" 3"
LARGE AND SMALL.MISSILE IMPACT,LEVEL 0,WIND ZONE 3 "}�
DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND DO NOT
INCLUDE FLANGE 1 9/16 0 25 32
SECT5768 CLIP 2XO5/32"
ALUMINUM 6063-TS,093'THICK
FOR MASONRY/CONCRETE INSTALLATION
SIGNED:0611112015
DESIGN PRESSURE TABLE INSTRUCTIONS:
2) DETERMINEQTRRBUDTARY DESIGN
HEIGHLOAD
ANDPER
MULLFLORIDA
10N SPANBUILDING
BASE000DE
0N PRODUCT. TO BE H1 + H2 MI WINDOWSIDOW n AND STREET
DOORSFt..LiO��//��
INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. IT
RIBUTARY HEIGHT = 2 G.RATZ, PA 17030-0370 `�v•��CENq 9,P���
3) LOCATE MULLION SPAN (UNIT NlIDTH) AND TRIBUTARY HEIGHT. AT THE CM-18532 HORIZONTAL MULLION =fit• 0 6 *�
INTERSECTION OF COLUMN AND,ROW CONTAINING THE MULLION SPAN AND SINGLE, TWIN AND TRIPLE WITH TRANSOM
TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING FOR PRODUCT IN STEP ELEVATION AND COMPONENTS „�0, TAT OF e4Z
2. FiS'jO
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED DESIGN DRAWN; DNG NO. REV i ,C O
PRESSURE OBTAINED IN STEP 1. V.L. 08-01453 A
SCALE NTS JDATE 03/06/12 1SHEET
.2 OF 3 ///lIIIII111\\\
52 1/B" 1 04.25" REVISIONS
I�MAX. UNIT WIDTH MAX. UNIT WIDTH REV DESCRIPTION ELATE APPROVED
(MULLION SPAN) L I (MULLION SPAN) A REVISED INSTALLATION DETAILS 06/10/15 R.L
H1 WINDOW
NOTES:
H1 WINDOW Hi
1) THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO
168" I MAX. COMPLY WITH REQUIREMENTS OF THE FLORIDA BUILDING CODE.
MAX. J_ COMBINED 2) WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND
HEIGHT WINDOW WINDOW ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.
HEIGHT - H2 FRAMING AND MASONRY OPENING IS THE RESPONSIBILITY OF THE
N2 WINDOW I ARCHITECT OR ENGINEER OF RECORD.
----
{I 3) ALLOWABLE STRESS INCREASE OF 1/3 WAS NOT USED IN THE
DESIGN OF THE PRODUCT SHOWN HEREIN, WIND LOAD DURATION
Maximum desl n pressure capacity chart FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
Maximum desi n resssure S Tributary Mullion Span and Individual unit width(in) 4) APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS
h2.00
Mu II rlespan(in) Height 38.00 48.00 60.00 72.00 0"0 96.00 104.25 PRODUCT IN WIND BORNE DEBRIS REGIONS UP TO WIND ZONE 3
18.00 24.00 30.00 36.00 42.00 48.00 62.13 (In) 18.00 24.00 30.00 36.00 42.00 48.00 5213 5) DESIGN PRESSURE AND INSTALLATION DETAILS SHOWN IN THIS
130.0 130.0 130.0 130.0 130.0 130.0 130.0 18.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 DOCUMENT APPLY ONLY TO THE MULLION, WINDOWS MUST BE
130.0 130.0 130.0 130.0 130.0 130.0 130.0 24.00 130.0 130.0 130.0 130.0 130.0 121.3 110.5 APPROVED UNDER SEPARATE APPROVAL.
130.0 130.0 130.0 130.0 '130,0 130.0 130.0 30.00 130.0 130.0 130.0 130.0 118.2 100.7 91.4 6) SINGLE UNITS TO BE MULLED ARE NOT LIMITED TO THOSE SHOWN
130.0 130.0 130,0 130.0 130.0 130.0 130.0 30.00 130.0 130.0 130.0 125.3 103.0 87.1 78.8 IN THIS DRAWING. SINGLE UNITS TO BE MULLED TOGETHER MUST BE
130.0 13D.0 130.0 130.0 30.0 130.0 130.0 42.OD 130.0 130.0 130.0 113.7 92.5 77.7 70.0 MANUFACTURED BY MI WINDOWS AND DOORS
. 130.0 130.0 130,0 130.0 130.0 130.0 130.0 &78.00
130.0 130.0 130.0 104.5 84.7 70.8 63.5 7) DESIGN PRESSURE OF MULLED UNIT SHALL BE CONTROLLED BY THE
64.00 130.0 13D.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 127.0 97.4 78.6 65.5 5B,6 LESSER DESIGN PRESSURE OF THE MULLION OR THE INDIVIDUAL
60.00 130.0 130.0 130.0 130.0 130.0 130,0 130.0 130.0 130.0 120.8 91,8 73.7 61,2 54.7 'A'INDO'dJ UNIT.
66.00 130.0 130.0 130.0 130,0 130.0 130.0 130.0 130.0 130.0 115.7 87.4 69.7 57.7 51.5 8) VERTICAL MULLIONS ARE NOT PART OF THIS APPROVAL, VERTICAL
72.00 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 130.0 110.9 83.9 66.5 54.8 48.8 MULLIONS USED TO MULL UNITS SIDE BY SIDE MUST HAVE
SEPARATE APPROVAL.
78.00 130.0 130.0 130,0 130.0 130.0 130.0 130.0 130.0 130.0 106.6 80.9 63.8 62.4 46.5 9) FOR ADDITIONAL APPROVED CONFIGURATIONS SEE SHEET 2.
94.00 130.0 130.0 130.0 130.0 130.0 130.0 nu 130.0 130.0 102.E 78.1 61.6 50.3 44.6
LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3 LARGE AND SMALL MISSILE IMPACT,LEVEL D,WIND ZONE 3
DIMENSIONS 1N CHART ARE FRAME DIMENSIONS AND 00 NOT DIMENSIONS IN CHART ARE FRAME DIMENSIONS AND 00 NOT
INCLUDE FLANGE INCLUDE FLANGE
DESIGN PRESSURE TABLE INSTRUCTIONS:
1) DEFINE REQUIRED DESIGN LOAD PER FLORIDA BUILDING CODE
CHAPTER 16.
2) DETERMINE TRIBUTARY HEIGHT AND MULLION SPAN BASED ON TRIBUTARY HEIGHT= H1 + 2
PRODUCT TO BE INSTALLED. SEE FORMULA FOR TRIBUTARY HEIGHT. 2
3) LOCATE MULLION SPAN (UNIT WIDTH) AND TRIBUTARY HEIGHT. AT
THE INTERSECTION OF COLUMN AND ROW CONTAINING THE MULLION
SPAN AND TRIBUTARY WIDTH RESPECTIVELY IS THE MULLION RATING
FOR PRODUCT IN STEP 2. SIGNED:0611112015
MULLION RATING MUST BE EQUAL OR GREATER THAN REQUIRED
DESIGN PRESSURE OBTAINED IN STEP 1. MI WINDOWS AND DOORS \\\\11111I11/////
650 WEST MARKET STREET \�\\�$ R. L p�ij�
GRATZ, PA 17030-0370 `�v•��GENSF.9di'�
CM-18532 HORIZONTAL MULLION _=*; 0 51
SINGLE, TWIN AND TRIPLE WITH TRANSOM (c
TABLE OF CONTENTS -'� •��`
ELEVATION AND GENERAL NOTES `�6 STATE OF
SH'ET2NO. ELEVATION, NOTES AND DESCRIPTION
PRESSURE CHARTS V.DRAW
DWG NO. DB-01453 RA %�r°Fss<ORIOG�Z'��
3 INSTALLATION DETAILS SCALE NTS DATE 03 06/12 SHEETI OF 3 ��//�j�NA'yE\\��