HomeMy WebLinkAboutProduct Approval (2) 4/12/2021• Florida Building Code Online
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Product Agoroval Menu>Product or Aunlication Search>ARrillcation List>AppllcaUon Dotall
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) + FL n FL17499-RSA
" } Application Type Revision REVIEWED FOR
Cohe Version 2020 CODE COMPLIANCE
Application Status Approved T® L CI COUNTY
*Approved by DBPR.Ap ova s f 1511 shall be reviewed and ratified by
the POC and/or the Co s tecessary.
Comments
Archived
Product Manufacturer MI Windows and Doors
Address/Phone/Small 650 West Market Street
Gratz, PA 17030
(717)365-3300 Ext2560
bsitlinger@mlwd.com
Authorized Signature Brent Sitlinger
bsitlinger@mlwd.com
Technical Representative FILE
�� COPY
,
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Single Hung
Compliance Method Certification Mark or Listing
Certification Agency American Architectural Manufacturers Association
Validated By Steven M. Urich,PE
Validation Checklist-Hardcopy Received
Referenced Standard and Year(of Standard) Standard Year
AAMA 506 2016
AAMA/WDMA/CSA 101/I.S.2/A440 2008
AAMA/WDMA/CSA 1011I.S.2/A440 2011
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Submitted 11/17/2020
Date Validated 11/17/2020
Date Pending FBC Approval
httos://www.floridabuildino.ora/or/or ann dtl.asox7oaram=wGEVXDvADnt(:UGaviOlzBBPhSOG%2f3RBzzrK)<iil.SSt.VchOPhnnXTanct'DAI i0/ari 4!e
4/12/2021 Florida Building Code Online
Date Approved 11/27/2020
Summary of Products
FL# Model,Number or Name Description
17499.1 185 SH 36x84 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(13278) 185 SH(101723),,pd�
Approved for use outside HVHZ:Yes FL)7499 R8 C CAC APC(13279) 185 SH(101723),pd_f
Impact Resistant:Yes FL17499 R8 C CAC APC(13?80) 185 5H(161723);pd
Design Pressure:+55/-55 FL17499 R6 C CAC APC(132gZ) 185 SH(101723),
Other:R-PG55*,Missile Level D,Wind Zone 3.Glass to be Quality Assurance Contract Expiration Date
bedded In Pecora 896 sealant. 10/17/2023
Installation Instructions
FL17499 R8 11 08-02545B1.1_
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R8 AE 513321E-3.pdf
Created by Independent Thlyd Pa,ty: Yes
17499.2 185 SH 52x72 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use _ r Certification Agency Certificate
Approved for use In HVHZ:No FL17499 R8 C CAC APC( 3269) 185 5H(100823)4&
Approved for use outside HVHZ:Yes FL17499 R8 C CAC APC/13270) 185 SH(100823),pd
Impact Resistant:No FL17499 R8 C CAC APC(133277) 185 5H fSH(100823)�f
Design Pressure: +60/-60 FL17499 R8 C CAC APC(.13361) 185 SH(100823).pdf
Other:R-PG60 Quality Assurance Contract Expiration Date
10/08/2023
Installation Instructions
FL17499 R8 II 08-02549131.pdf.
Verified By: Luis R Lomas PE-62514
Created by Independent Third Parry:Yes
Evaluation Reports
FL17499 R8 AE 513327E-4.pX
Created by Independent Third Party:Yes
17499.3 185 SH 36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(13272) 185 SH f101723),pdf
Approved for use outside HVHZ: Yes FL17499 R8 C CAC APC(13273)185 SH f 1723),pd
Impact Resistant:No FL17499 R8 C CAC APC(I3274) 18S 5H(101723),pd
Design Pressure: +60/-60 FL17499 118 C CAC APC(13363)L85 SH (101723),p�d
Other:R-PG60* Quality Assurance Contract Expiration Date
10/17/2023
Installation Instructions
FL17499 R8 II 08-02550B1.pd
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 5133208-5spslf
Created by Independent Third Party:Yes
17499.4 185 SH 36x71 Fin,Finless, Flange Frame IG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC H0462.01-109-47-RO 185 SH
Approved for use outside HVHZ:Yes (0425?..j&
Impact Resistant:No Quality Assurance Contract Expiration Date
Design Pressure: +60/-67 04/25/2022
Other:R-PG60* Installation Instructions
FL17499 R8 lI 08-03163-1.pdf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FLi7499 R8 AE 514082.pd
Created by Independent Third Party: Yes
17499.5 185 SH 36x72 Fin,Flange,and Finless Frame Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(17811)1583.02-106-11-RO 185
Approved for use outside HVHZ:Yes S,wDo1423),pd
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure:+60/-70 06/14/2023
Other, R-PG60 Installation Instructions
FL17499 R8 11 08-03383.pdf
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
hltos://www.floridabuildino.ora/or/pr aDo dll.asox?Daram=wGEVXQwtOatCUGaviQiz6BPhSOG%2f386zzrKXuLSSCVsbOPbDoXTaso%3d%3d 2/4
4/12/2021 Florida Building Code Online
Create 9 R8 de 514377.p
Created by Independent Third Party:Yes
17499.6 185 SH 52x62 Fin,Flange,and Finless frame, Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use In HVHZ: No FL17499 R8 C CAC APC(17812)1711.08-106-12-RO 185
Approved for use outside HVHZ:Yes fi •( 70 2723),pdf
Im act Resistallte Y14 Quality Assurance Contract Expiration Date
DesignPressure.- +50/-63 07/27/2023
Other:R-PG50 Installation Instructions
FL17499 R8 11 08-03379.pdf
Verified By: Luis R.Lomas,PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R8 AE 514373.E
Created by Independent Third Party:Yes
17499.7 185 SH 52x62 Fin, Flange,and Finless Frame,Insulating Lami Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 RS C CAC APC(17 13)1711.04-106-12- 0 185
Approved for use outside HVHZ:Yes SlJ{072723),pdf
Impact Resistant: No Quality Assurance Contract Expiration Date
Design Pressure: +50/-63 07/27/2023
Other:R-PG50 Installation Instructions
FL17499 R8 11 08-03381.p f
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party:Yes
Evaluation Reports
EL17499 R8 AE 514375.p&
Created by Independent Third Party: Yes
17499.8 185 SH� 3602 Fin,Flange,Finless Frame,Insulated Glass
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(17816)1711.07-106-12-R2 185
Approved for use outside HVHZ:Yes 5•(061423).wff
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure:+60/-70 06/14/2023
Other:R-PG60,Missile Level D,Wind Zone 3 Installation Instructions
FL17499 R8 11 08-03380.p—df
Verified By: Luis R. Lomas,PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 514374.pddf
Created by Independent Third Party:Yes
17499.9 185 SH 52x72 Fin/Flange Frame IG/SG Impact Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(13275) 8 S 100823}Sp�d
Approved for use outside HVHZ:Yes FL17499 RS C CAC APC(13276) 185 SH f100823},p 1
Impact Resistant:Yes FL17499 R8 C CAC APC(13277) 185 SH_(100523).pd
Design Pressure: +55/-55 FL17499 R8 C CAC APC(13291) 2S SH(100523)ppf
Other:R-PG55,Missile Level D,Wind Zone 3.Glass to be Quality Assurance Contract Expiration Date
bedded in Pecora 896 sealant. 10/08/2023
Installation Instructions
FL17492 $S it 08-0254481.{�f
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R8 AE 513320E-1.W
Created by Independent Third Party:Yes
17499.10 185 SH 52x84 Fin/Flange Frame IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(13263. 185 SH(100923),PA
Approved for use outside HVHZ:Yes FL17499 R8 C CAC APC(13264) 185 SH(100923),pd
Impact Resistant: No FL17499 R8 C CAC APC(13265) 185 SH(100923),pdf
Design Pressure:+60/-60 FL17499 R8 C CAC APC(13362) 18S% 100923),pd
Other:R-PG60 Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 R8 Il 09-0254601.pf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party:Yes
Evaluation Reports
FL17499 R8 AE 5133228-2,nd
Created by Independent Third Party:Yes
17499.11 185 Triple 5H 111x72 Fin Frame 1G/SG Single Hung 110x72 Flange Frame
IG/SG Single Hung
httos://www.floddabuildina.oralar/Dr aoD dil.asox?Daram=wGEVXQw1DoICUGavlOiz6BPhSOG%2f386zzrKXuLSSCVsbOPbDoXTaso%3d%3d V4
4/12/2021 Florida Building Code Online
Limits of Use Certification Agency Certificate
Approved for use In HVHZ:No FLl 499 R8 C CAC APC(13341) 185 SH TPL f110423),.Pd(
Approved for use outside HVHZ:Yes FL17499 RO C CAC APC(13343) 185 SH TPL t 102123)tp_d
Impact Resistant: No EL1.7499 R8 C CAC APC( 33 6) i85 SH TPL f"2M),(Zj
Design Pressure:+50/-50 FL17492 R8 C CAC APC(13348) 165 SH TPL(102123),pd
Other.R-PG50* Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R8 II 08-0254861.pd
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party. Yes
Evaluation Reports
FL17499 R8 AE 513324E-6.p
Created by Independent Third Party:Yes
17499.12 185 Twin SH 106x72 Fin Frame IG/SG Single Hung 105x72 Flange Frame
IG/SG Single Hung
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:No FL17499 R8 C CAC APC(13340) 185 Sti TWN(102123)=p_d
Approved for use outside HVHZ:Yes FL17499 R8 C CAC APC(13342) 185 SH TWN(110423),pft
Impact Resistant:No FL17422 R8 C CAC APC(133471 185 Slj DUN(IQ2023),,p&
Design Pressure: +45/-45 ft 174992 RS C OC APC(13349) 185 SH TWIN (102123),,pWf
Other:R-PG45 Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R8 Ii 08-0254761,pdj
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R8 AE 513323E-7.Wff
Created by Independent Third Party:Yes
Rnrk fdelcl
Contact Its::2601 Blair Stone Road.Tallahassee FL 32399 Phone:950.487-1824
The State or Florida Is an AA/EEO employer.Co_riVIght 2007-2013 State of Florida,::Qdyaty 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,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls
provided may be used for official communication with the licensee.However email addresses are public record.if you do not velsh to supply a personal address,please
provide the Department with an email address which can be made available to the public.To deterndne if you are a licensee under Chapter 455,FS.,please click here_.
Product Approval Accepts:
M ® (.`1�trtl
Credit Card
safe
httos://www.floridabulidina.ora/Dr/or aDD dtl.asox7oaram=wGEVXQwtDatCUGaviOiz6BPhSOG%2f386zzrKXuLSSCVsbOPbDDXTasn%3d%3d A14
AAMA
(Validator/Operations Administrator) CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
MI Windows&Doors,LLC
P.O.Box 370
Gratz,PA'17030-0370
Attn: Rick Sawdey .
This authorization Is based on the successful completion of tests,and the reporting to the AAMA Validator of the results of the tests by an AAMA
Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory.
SPECIFICATIONS
AAMAIWDMA/CSA 101/I.S.2/A440-11 RECORD OF PRODUCT TESTED
R-PG50"-1324x1575(52x62)-H AAMA 506
Negative Design Pressure=-63 psf
COMPANY AND CODE Missile Level:D CPD SERIES MODEL& MAXIMUM SIZE TESTED
Rating:+501.63,52x62 NO. PRODUCT DESCRIPTION
Wind Zone:3
Rating above conforms 185 SH
(FIN,FLANGE,&FINLESS) FRAME(mm,) SASH(mml
MI Windows&Doors,LLC to the requirements of: 17812 (AL)(O/X)(OG) 1324 x 1575 1283 x 792
Code:MTL ASTM E1886 (INS 0.090"PVB LAM GL) (4'4"x 5'2") (47'x 2'7")
and E1996 (ASTM)
This Certification will expire July 27,2023 and requires validation until then by continued listing In the current AAMA Certified Products
Directory.
Structural Test&Report By: Missile Impact Test&Report By:
Molimo,LLC Mofimo,LLC
Report No: 1711.04.106.12;ref.1583.06.106-11 Report No: 1711.08-106-12
Date of Report: November 29,2018;August 30,2018 Date of Report: December 7,2018
Evaluated for Certification: December 10,2018
j v 1 4X
oci ted Laboratories,Inc.
Authorized for Certification: December 10,2018
JGSJTS (� .� "
ACP-04 (Rev.6/16) Amer n Architectural Manufacturers Association
REVISIONS
REV DESC-J;nON DATE APPFOVEO
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH 15, FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING
REQUIREMENTS OF THE FLORIDA BUILDING CODE. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENINC IS THE 16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2Y. EUCK USE #10 WOOD
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
3. 1X BUCK OVER MASONRY/CONCRETE 15 OPTIONAL. SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTAL iAT.ON DETAILS.
.. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE 17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16 TAPCONS WITH
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN E±EVATIONS AND INSTALLATION
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL. DETAILS.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY 16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE p'10 SMS OR SELF
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREA1i5 MINIMUM BEYOND
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH STRUCTURE INTERIOR. WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS. DETAILS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED 19. ALL FASTENERS TO BE CORROSION RESISTANT.
COATING OR MEMBRANE. SELECTION OF' COATING OR MEMBRANE IS THE RESPONSIBILITY OP 20.INSTALLATION ANCHORS SHALL BE !NSTALLEO IN ACCORDANCE WITH ANCHOR
THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
7. SUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FP.AME SUPPORT IS SUBSTRATES WITH STRENGTHS LESS T*AN THE MINIMUM. STRENGTH SPECIFIED BELOW:
PROVIDED. A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
S. SHIN AS REOUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SHIM WHERE B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI.
SPACE OF 1/16 OR GREATER, OCCURS. MAY.IMUM ALLOWABLE SHIM STACK TO BE 1/4". C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2.00D'SI MINIMUM.
9. SHIMS SHALL BE LOCATED. APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE D. METAL STRUCTURE: STEEL 18GA (.049") FY=33KS!/FU=52KSI OR
OF SUSTAINING APPLICABLE LOADS. ALUMINUM 6063-T5 FU=30KSI .048" THICK MINIMUM
10. WIND LOAD DURATION FACTOR Cd=1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS.
11. FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, SEE GLAZING DETAIL SHEET 2.
13. APPROVED IMPACT PROTECTIVE SYSTEM )S NOT REOUIRFD FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FIN INTO WOOD FRAMING OR 2X BUCK USE #6 WOOD SCREWS
WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO SUBSTRATE.
LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
SIGNED:0210712019
M! WINDOW AND DOORS, Li.C. ``\0%killiL/o�//��
650 WEST MARKET STREET ���\ .•F•.�1,9/ice
GRATZ. PA 17030 •=`.••�"GEly �e
SERIES 185 ALUMINUM SINGLE HUNG WINDOW _1k• p 1/� �#=
52` X 62` - w:T
TABLE OF CONTENTS NOTES �'0• TAT OF
SHEET NO. DESCRIPTION DPAWN: MO NO. REV �iLORID
NOTES A.R. 08-O3�379 RA`1��\���
2 - 3 ELEvATIONS Sc"INTS �� 01/15/19SHEET
E 1 OF 10
4 - 9 INSTALLATION DETAILS LROBERTO LOANS P.S Luis R. Lomas P.E.
IMWOODFORDRDLEWISVXLE,NO27023 FL No.: 52514
10 COMPONENTS 4344e6-Ww +damss@womasp"=
Ar
REVIS"
REV DESCRIP90N 04TE MPROVIM
52 1/8" FRAME WIDTH
52 1/8" FRAME WIDTH
3' MAX. 10" 3" MAX. 10'
MAX. O.C. 3" MAX. --'}"MAX. O.C. �" MAX. 5/3"
s 3/32" ANN
MAX 1 .090" PvB BY EASTMAN
10"MAX O.C. t 0 O / 1/8_ ANN I 3/32" ANN
MAX O.C. _
GLAZING EGAD
ALUMINUM
62' I V-663 BOX TYPE
FRAME / 62" SPACER SYSTEM
HEIGHT /y FRAM_
HEIGHT /� —
1/2" SITE
is X / APPROVED
ED
1 SILN'ONE
p "s_ J GLAZING DETAIL
I / I
MAX3 MAX
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGES FINLESS INSTAUAT70N FLANGE&FINLESS INSTALLATION
DESIGN PRESSURE RATING IMPACT RATING
+50.0%b3.OPSF i �GEAND SMALL
MISSILE IMPACT
MISSILE LEVEL D,WIND ZONE 3
52 1/B'X S3'UNITSHOWN.OTHER SIZES APPROVED AS LONG AS SIGNED:0210712019
FRAME AREA DOES NOT EXCEED 22.44 Fr
-
MI WIN65ODW STAND
RKETOORR,ETLLC. ``` `S«ft�1LIQ� i
NOTES: GRATZ, PA 17030 =�,�ti�C KS�.�
1. SASH SIZE: 50 1/2" X 31 3/16" SERIES 185 ALUMINUM SINGLE HUNG WINDOW
2. D.L.O: 49 5/16' X 27 9/16" 52" X 62" — IMPACT
FLANGE & FINLESS ELEVATIONS TAT OF
�Q
IZ�WN:
swc •-ZOR1d�
A.R. 08-03379 Rey ''*;M8, NAL
$ME NTS O4TE 01/15/19 51M2 OF 10 041(111110
NARDWARESCHWULE L ROBERTO LOMAS F.E.
A (2)METAL SWEEP LOCKS AT LOCK RAIL,W FROM EACH END 1432WOODFORDRDLEyy1Sy✓ctEprC27023 Luis R. . P.E.
E. (2)BLOCKAND TACKLE BCESATJANUS 434-B8B-oc'0.9 » FL No.:: 62514
Lomas
ALAN
PzvlSlwS
r.Lv De;cAiPnon DAM �
52 1/8" FRAME WIDTH
52 1/8" FRAME WIDTH---I
10" MAX 4., MAX 10" MAX �I
a" NAX 0 C 4_ MAX O.C. I 4' MAX
i
4• MAX
i MAX
I Y t
To" 0 1 o
MAX O.C. 10" ,
MAXT.c. /
62" e2"
FRAME FRAME
HEIGHT HEIGHT
X X Ilu
4- MAX 4" MAX
_ t
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOW DESIGNER
EXTERIOR VIEW EXTERIOR V7EW
FIN INSTALLATION FIN INSTALLATION
DESIGN PRESSURE RATING IMPACT RAT7NG
+50.0%63.0PSF LARGEANDSMALL
MISSILE IMPACT
MISSILE LEVEL D.WIND ZONE 3
521/8"X 6Y UNIT SHOWM OTHER SIZES APPROVED AS LONG AS SIGNED.,0210712019
FRAME AREA DOES NOT EXCEED 22.4d Fr
-
MI 0EST AND KETDOORS,
STREET R E,�LIrC.
650 `\�`,\g
GRATZ, PA 17030 =�r�•v�L NSA,d1
NOTES:
1. SASH SIZE: 50 1/2" X 31 3/16- SERIES 185 ALUMINUM SINGLE HUNG WINDOW .�f'' 0 1 •�'�,
2. D.L.O.: 49 5/16" X 27 9/15" 52" X 62 — IMPACT FIN ELEVATIONS �7D TA OF tL
DRAWN: Dwc No. �v
L.R. Dn*E 08 5030379 — ///75�1�MA 111��``\
NT5 01/15/19 3 OF 10
HARD WARE SCHEDULE L POSMTO LOMASP.E
A (2)NETALSWEEPLOCKSATLOCKRAIL,rFROMEACHEND 1432W000FORDRDLEW7SVRLE,NC�23 Lu1S R. Lomas P.E.
8. 1E BLOCK AND ACKLEBAI ICESATJM�9S a3afiB8-0609 NmnZs�7lfonHrpe.am FL No.: 62514
1/2" MIN. Rtv SMS
1/2" MIN.
'— T EDGE DISTANCE o�cF PTAr, LD DATE APPRGV
WOOD FRAMING EDGE DISTANCE 1 1/4" MIN. 1/4- MAX.
OR 2X BUCK EMBEDMENT SHIM SPACE
BY OTHERS 1 1/4" MIN. METAL
EMBEDMENT STRUCTURE
BOTHERS
1/4- MAX.
SHIM SPACE 1/2' INTERIOR
MIN
APPROVED EDGE
SEALANT /a MAX' } DISTANCE
BEHIND FLANGE SHIM SPACE APPROVED
SEALANT
BEHIND FLANGE
WOOD
SCREW 10 OD I #10 SMS OR #10SCP.W
SELF DRILLING 7 .
1 SCREW WOOD FRAMING
OR 2X BUCK APPROVED EXTERIOR
BY OTHERS SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
EXTERIOR G EXTERIOR 1/4' MAX.
•' SHIM SPACE
INTERIOR
Till u10 sacs OR
INTERIOR SELF DRILLING INTERIOR
SCREWS
1 4'
MIN, r
SILL TO BE SET EDGE
�.�
M A 13'c0 OF i DISTANCE
APPROVED SEALANT _ SILL TO BE SET �—
IN A BED OF + EXTERIOR
APPROVED I APPROVED SEALANT APPROVED SEALANT METAL
SEALANT �'� ;/4 EHIND f� STRUCTURE APPROVED
BEHIND FLANGE MAX.. FLANGE BY OTHERS
r SHIM SPACE SEALANT
�s 1/4" MAX. BEHIND FLANGE
WOOD FRAMING - SHIM SPACE JAMB INSTALLATION DETA IL
OR 2X BUCK I\ METAL STRUCT7JREWS7ALlA77ON
BY OTHERS METAL
, SIGNED:0210712019
i
9Y OTHERS MI WINDOW AND DOORS, LLC.
STRUCTURE
VERTICAL CROSS SECTION 650 WEST MARKET STREET ```����5
WOOD FRAMING OR 2X BUCK INSTALLATION GRAT2, PA 17030 =�,•��C K$�- i
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLA77ON SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• O,.C�?51 �t�
52" X 62" - IMPACTr� $
FLANGE INSTALLATION DETAILS STAT-OF
NOTES: ORFvn: owc nro. e v i�s�C0Ro?G1. ����
NOTSHOWNFOR CLARITY.IORAND EXTERIOR FINISHES BY OTHERS. = ear os 379 - ��iis�QMALt,
2 PERIMETER AND JOINTSEAtANTSY OTHERS TOBE ScaNTS 01/15/14 IsIW4 OF 10
DESIGNED 1N ACCORDANCE W1 N ASTM E2112 L ROBERTO L094S RE
14n WOODFORD RD LEWlSVRL$NC202;1 Luis R. Lomas P.E.
:3s•seeasos �o���,,, FL No.: 62514
REVISIONS
2" MEN. ' OESCRIPRON DOTE GPPROVED
F—EDGE DISTANCE
CONCRETE/MASONRY
BY OTHERS 4 "°
4 ° ° 1 1/4" MIN. 1 1/4" MIN.
4
OPTIONAL 1X BUCK s e ° 'e •d• EMBEDMENT EMBEDMENT
SEE VOTES 3 — 7
SHEET 1 i—r
v
I 1/4'.MAX. J CONCRETE/MASONRYa —{ 1/4' MAX.
BY OTHERS APPROVED SHIM SPACE I SHIM SPACE
SEALANT
BEHIND FLANGE
3/16" TAPCON 5/16 TAPCON j q< I INTERIOR
2" e
MIN. o
t-� EDGE 'a EXTERIOR
DISTANCE
EXTERIOR INTERIOR 1 q
1 l APPROVEO
T I SEALANT
BEHIND FLANGE
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
JAMS INSTALLATION DETAIL
CONCRETIF MASONRY INSTALLATION
SILL 70 BE SET
IN A BED OF
APPROVED :
SEALANT I APPROVED SEALANT NOTES1.INTERIORANDEXTERIORFINISHES.BYOTIHERS
BEHIND FLANGE NOTSHOWN FOR CLARITY.
2,PERIMMI?AND JOINT SEALANT BY OTHERS TO BE
NA OPTIOL 1X 9UCK �1 1/4" MAX. DESIGNED INACCORDANCE"7THASTME2172 SIGNED.OZ(07/2019
SEE NOTE 3 7 `SHIM SPACE
SHEET 1 \ _r MI WINDOW AND DOORS, LLC. ``\��,�R u�lp/6�!
CONCRETE/MASONRY 650 WEST GRATZ.MARKET PA 17030P.EET v���GENS 9Qi�s
BY OTHERS a
< SERIES 185 ALUMINUM SINGLE HUNG WINDOW _*• D �
52" X 62" — IMPACT
e . '
FLANGE INSTALLATION DETAILS TA �DF •t�►
VERTICAL CROSS SECTION A.R. owr.No. 08-03379 re %�jsS/pNa6����\
CONCRETE414SONRYINSTALL4TION SCALE NTS OATS 01/15/19 SHEET5 OF 10 >>If111111�
LROMRTOLOMASP.E. Luis R. Lomas P.E.
f432WOODFORDRDLEWISYILLE NC2,-= FL No.: 62514
43e-M-0609 rAa 2S*W "3W C=
I/z- MIN. SONS
EDGE DISTANCE 1/2" MIN. a�v cEscatrnon onF APPROVED
WOOD FRAN,ING EDGE DISTANCE
ORBYXOTHERRS 1 1/4" MIN. METAL EVZEDME T SHIM"SPACE
EMBEDMENT STRUCTURE
BY OTHERS1/4" MAX.
SHIM SPACE
jA 1/2" MIN. INTERIOR
BACKER ROD - { --T EDGE
& APPROVED 1/4 MAX. J i DISTANCE
SEALANT SHIM SPACE BACKER ROO
& APPROVED
SCREW
SEALANT
CREW #10 SMS OR ff10 WOOD
SELF DRILLING SCREW c
SCREW
WOOD FRAMING EXTERIOR
OR 2X BUCK BACKER ROD
BY OTHERS & APPROVED
G I u SEALANT
,. p
JAMB IAISTALLA77ON DETAIL
WOOD FR nVG OR 2X BUCK INSTALLA770N
EXTERIOR INTERIOR
1/=" MAX.
ra 1� : SHIM SPACE
EXTERIOR INTERIOR
q"10 sus OR r--- INTERIOR
SELF DRILLING I
SCREWS
I /z, ---
SILL TO BE SET MIN.
IN A BED OF EDGE
APPROVED SEALANT DISTANCE
t! V
SILL TO BE SET
BACKER ROD -5IN A BED OF EXTERIOR
& APPROVED _ APPROVED SEALANT
SEALANT 1/4" MAX. MEAL BACKER ROD
SHIM SPACE BACKER ROD r STRUCTURE 3c APPROVED
& APPROVED BY OTHERS SEALANT
WOOD FRAMING — SEALANT 1 4" Max. JAMB INSTALLATION DETAIL
OR 2X BUCK r S M SPACE METAL STRUCTURE INSTALLATION
BY OTHERS �
u ETA L 'r SIGNED:0210712019
STRUCTURE
WOODRRAMWGORR�BUCKJNSTALLA710N EY 07HERS �I 650DO STAM DKDOORET REET LO `may\S 1R. LlVETICAL CROSS SECTION 0gl9//�
VERTICAL CROSS SECTION cRArz, PA 17030
METAL STRUC7UREINSTALLATION SERIES 185 ALUMINUM SINGLE HUNG WINDOW `*• 0 �
52" X 62" - IMPACT
FINLESS INSTALLATION DETAILS • 7ATE"OF
7� No Pv
NTERIORANDa ERIORFINISHES BY OTHERS. A.R. owc 08-03379
NOT SHOWN FORCLARITY swF oA1E s�+Eer Ili lilt
2PERIMETE°RANDJOINTSEALANTBYOTHERSTOBE NTS 01/15/19 6 OF 10
DESIGNED INACCORDANCE WITH ASTM E27 T2 L ROSSRTO LDMAS P E
1432W00DF0RDRDLMSMLLF.NCZ1= Luis R. Lomas P.E.
FL No.: 62514
REY S 015
2" MIN.
EDGE DISTANCE REV DESMPDON DATE APPM"M
CONCRETE/MASONRY
BY OTHERS a '§
a
. : a 1 1/4" MIN.
OPTIONAL 1X BUCK '." a ° ° a EMBEDMENT 1 1/4" MIN_
SEE NOTES 3 — % EMBEDMENT 7
SHEET 1 {
CONCRETE/MASONRY
/ 1/4" MAX BY OTHERS a 1/4" MAX.
BACKER ROD J — SHIM SPACE SHIM SPACE
& APPROVED
SEALANT
f 3/16" TAPCON 3/16- TAPCON INTERIOR
2" ,
3 MIN. °EDGE EXTERIOR
,
EXTERIOR INTERIOR DISTANCE ° BACKER ROD
& APPROVED
SEALANT
r
OPTIONAL IX BUCK
SEE NOTES 5 — 7
SHEET 1
JAMS INSTALLATION DETAIL
SILL TO BE SET CONCRETSMASONRYINSTALLATION
IN A BED OF
BACKER ROD i APPROVED SEALANT
& APPROVED 1
SEALANT
NOTES:
OPTIONAL 1 X BUCK _ 1/4" MAX. 1,INTERIOR AND EXTERIOR FINISHES,BY OTHERS
SEE NOTE — 7 r SHIM SPACE NOTSHOWNFORCLARl7Y.
SHEEF 1 2PERIMMR AND JOINTSEALANTHYOTHERSTOBE
1 DESIGNED IN ACCORDANCE WITHASIVE2112
i SIGNED:0210712019
CONCRETE/MASONP.Y I
BY OTHERS a a e °c a MI WINDOW
AND DOORS, LC. ljR11to'0
650
"• ° , a° GRATZ. PA 1703014
`�.•ti.�CEroSq�'��
a ° ° SERIES 185 ALUMINUM SINGLE HUNG WINDOW *WIT
f1 . `
VERTICAL CROSS SECTION 52" X TAL — IMPACT IpFINLESS INSTALLATION DETAILS
CONCRETEANASONRYlNSTALLATION oaAwr, oxc No. PEv
Dar€ DB—DS37s
SCALE NTS 01/15/19 5 7 OF 10
L ROBERTOLOMASA.E Luis R. Lomas P.E.
1432WOCDFORDRDLEWISVUE,NC2023 FL No.: 62514
434-MB-0B09 lfamasWd*Mnp&.0 m
Ar
MKS=
APPROVED FEv DESCM MON DATE ApmvED
SEALANT
BEHIND FIN 1 1/2" MIN.
EMBEDMENT
#6 WOOD WOOD
SCREW FRAMING
BY OTHERS
4 MAX
F SHIM'SPACE WOOD FRAMING SHIM
SPACE
3/8" MIN j — BY OTHERS
EDGE DISTANCE
3 1 1/2. — INTERIOR
1 MSN.
' EMBEDMENT
l t _
U11
�
BEHIND FIN 3/5" MIN
6 CREW —
EXTERIOR I INTERIOR APPROVED
SEALANT EXTERIOR
jj
3
WOOD
�I EDGE DISTANCE
SCREW
JAMB INSTALLATION DETAIL
WOOD FRAMING R 2X BUCK INSTALLATION
1
NOTES:
7.INTERIOR AND EXTERIOR FINISHES.BY OTHERS
NOT SHOWN FOR CLARITY.
MAX 2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
SHIM SPACE DESIGNEDIIVACCORDANCEW(THA57ME2112
SIGNED:02/07/2019
3/8" MIN MI WINDOW AND DOORS, LLC. ����1LtlrrrJr�i
EDGE DISTANCE 650 WEST MARKET STREET ����\S Zp��i�/�
GRATZ. PA 17030 J•tGENS'q��ii
#6 WOOD WOOD
SCREW FRAMING SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 1�—j *�
1 1/2" MIN. BY OTHERS 52- X 62" — IMPACT '•
APPROVED EMBEDMENT FIN INSTALLATION DETAILS ATE OF
SEALANT
BEHIND FIN VERTICAL WOOD FRAMING ORR2X BUCK INSTALLATION OSS SECTION uR OwC 08 0 79
NTS — 01/15/19 8 OF 10
LROBERTOLOMAGAE Luis R. Lomas P.E.
14=VA FORORDLEriW7WUE,NO2.1,L"d FL No.: 62514
4V-094509 kVM=pe.WM
FXV&ONS
APPROVED R:v DESCRIPTION are APPROVED
SEALANT
BEHIND FIN
#6 SMS OR METAL STRUCTURE
SELF DRILLING BY OTHERS
SCREW
1/4" MAX. 1/$• MAX
(-SHIM SPACE METAL STRUCTURE SHIM SPACE
3/8- MIN �- BY OTHERS
EDGE DISTANCE
I = INTERIOR
II
s 1 .
UI� Ly LF SMS OR
SELF DRILLING
L?cJ SCREW
EXTERIOR INTERIOR APPROVED I SEALANT EXTERIOR
BEHIND FIN 3/8" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
3
1 ,
NOTES:
1.INTERIOR AND EXTERIOR FINISHES.BY OTHERS.
/4„ MAX NOT SHOWN FOR CLARITY.2 PERIMETER AND JOINT SEALANT BY OTHERS TO BE
I SHIM SPACE DESIGNED INACCORDANCEWITHAS7ME2112 SIGNED:02/07/2019
I MIN + ` MI WINDOW AND DOORS, LLC.
EDGE DISTANCE I �J�� p
r 650 WEST MARKET STREET ��J\•.--• 9
GRATZ. PA 17030 �v• �GEIVS• cP:
#6 SMS OR METAL STRUCTURE � �' F•
SELF DRILLING BY OTHEP.S SERIES 185 ALUMINUM SINGLE HUNG WINDOW *• 0 i *��.
SCREW VER77CAL CROSS SECTION 52" X 62" — IMPACT — —
METAL STRUC7UREINSTALLA770N FIN INSTALLATION DETAILS ��TE OF 't4�
APPROVED
SEALANT DRAM: ohG nro. RV
G��
BEHIND FIN A,R D•1E 08 503�37s E 'vZ., NAL V.6"�`
NTS 01/15/19 9 OF 10
L-ROBERTO LOMAS RE Luis R. Lomas P.E.
ion YV0ODFORD ROL.EMVRLE JVC2= FL No.: 62514
car-�a-0so9 rNnNc�s(sl4larr�pa-cam
AlL
REVISIONS
REV DESCRRMN MR cPPROVED
2 5/16"--j
• 1 3/8�.- 1 1/g^ 11 5/8
I
2 13/1 2 3/1b" T
1 5/16" L I L
FINLESS FRAME HEAD FINLESS FRAME JAMB MEETING RAIL LOCK R,4IUSTILE
FINLESS FRAME SILL CM-18553 CM-18554 CM-18513 CM-18504 CM-18505
ALUMlNUM6063-T5.050'THICK ALVMlNUM6063-T5.055'THICK ALUMINUM 6063-73.050'THICK ALUMINUM 6063-T5.0-w THICK ALUMINUM6063-T5.062'THICK
`r 2 5/16---
1 7/8" t 7/16`
1
I
3 3/8" 2 3/16" 2 5/16-' F
1 13/1�� � r
E � SH
FLANGE FRAME HEAD SILL FLANGEFRAMEJAMB SASH 80TTOM RAIL STILE
CM-18501 CM-18503 CM-T8507
T
ALUMINUM 6063-T5.050'THICK ALUMINUM 6063 5.055'7HICK ALUMINUM 6063.76.M'THICK ALUMINUM 6063�.050•THICK ALUMINUM6063-T5.050•THICK
t"
2 3/t 6"L � 2 3/8" F•--
GLAZING BEAD
2 5/16_ r 2 3/16" ' v.07
RIGID PVC.OiO'THICK
I I I ! SIGNED:0210712019
�-- j Ml WINDOW AND DOORS, LLC. orr,,�
FIN FRAME HEAD FIN FRAME SILL FIN FRAME JAMB 650 WEST MARKET STREET ���\S.•--.'�19�i�
rhf-16508 CM-18509 CM-18510 GRATZ. PA 17050 `�•y�GEM3 6T��
ALUMINUM60B3-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM6063-T5.050'THICK
SERIES 185 ALUMINUM SINGLE HUNG WINDOW M- W
*52^ X 62" IMPAC7omCOMPONEE NTS � OE
CRAHN; DV.�NO. REV �j ►s:cLORt�y: \�\
A.R. Date 08 503379j9�flNA`n��>,��\
NTS 01/15/19 10 OF 10
L ROBERTO LOMAS RE Lu73 R. Lomas P.E.
1432WOOOFOR0RDLEKWWLL8,NC27= FL No._ 62514
s,^a-59a-C[•09 dlmni�k�or+usyemn
' L.10' berto Lomas P.E. Engineering Evaluation Report
1432 Woodford Rd.
Lewisville,NC 27023 Report No,: 514373
434-688-0609
rllomss�lrlomaspc.com
Manufacturer: MI Windows& Doors, LLC.
650 West Market Street
Gratz, PA 17030
Product Line: Series 185 Aluminum Single Hung Window 52"x 62"-Impact
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 61G20-3.005 method 1(a).The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-03379,prepared,signed and sealed by Luis Roberto Lomas P.E.
2. f pport No.:1583.06-106-11 signed and sealed by Michael D.Stremmel,P.E..
Molimo,LLC.York,PA.
AAMA/WDMA/CSA 10VI.5.2/A440-11
Design pressure: +50.13/-63.70psf
Water penetration resistance 9.20psf
3. Report No.: 1711.04-106-12 signed and sealed by Michael D.Stremmel,P.E.
Molimo,LLC.York,PA.
AAMAIWDMA/CSA 101/i.S.2/A440-11
Design pressure: +50.131-63.70psf
Water penetration resistance 9.20psf
4. Report No.: 1711.08-106-12 signed and sealed by Michael D.Stremmel,P.E.
Molimo,LLC.York, PA.
ASTM E1886-13 and ASTM E1996-14
'ASTM E18861 E1996 Large Missile Impact,Level D,Wind Zone 3
ASTM E1886/E1996 Cyclic Load Test,+50.131-63.70psf design pressure
5. Anchor calculations,report number 514373-1,prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use.
• Maximum design pressure: +50.0/-63.Opsf
• Unit size: 521/8"x 62"
• Units must be glazed per ASTM E1300-04/09,according to glazing details In approval drawing.
• This product is not rated to be used in the HVHZ.
• This product Is Impact resistant and does not require Impact protection In wind borne debris regions,up to wind
zone 3.
• Frame material to be Extruded Aluminum 6063-T5
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document 08-03379.
Certification of independence:
Please note that I don't have nor will acquire a financial interest in any company manufacturing or distributing the
product(s)for which this report is being issued.Also,I don't have nor will acquire a
financial Interest In any other entity involved in the approval process of the listed
products) `\\`J`� R •IV
= *• 061 •sir
•
TATE OF j
�ip'��•.'cCORMP•
jtllitl
1 of 1 Luis R.Lomas, P.E.
FL No.:62514
01/28/2019