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HomeMy WebLinkAboutProduct Approval- 10/17/2019 Florida Building Code Online
Business & Professional Regulation
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t} BCIS Home I us in I user Reglsbr tlan I Hot Topics submit surcharge I State & Facts; I Publiraltons I Contact Us I BCIS Site Map I Links I search I
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a SHOPSTAMPREVIEW otpiw.n Eden
°�� Product Approvalr usea: public User Review is fargeneral compliance w(th the Canstructlon Documents.
ResFonsibility for correctness of dimensions, details, quanddes and safety
i during fabrication Iles solely with the contractor.
Product pporoval Menu> Productor Agolicationsearch>Applicatlon Detall 0( Noex¢ptions Taken Revlewedey: Dawn Boggio-Korbelak
O Rejected:
FL # FL37499-R5
Application Type Revision 11 /22/19
Code Version 2017 dwk
Application Status Approved
-Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
I
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
https:/Avww.flaridabuilding.org/pr/pr app_dtl.aspx
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Windows
Single Hung
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
Z Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
Method 1 Option A
03/18/2019
03/18/2019
Year
2011
2008
2011
1/4
10/17/2019
r Date Approved
Florida Building Code Online
03/27/2019
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 R5 C CAC APC f13278) 18 101723),pd[
FL17499 R5 C CAC APC (13779) 185 SH ( ),Qdf
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL17499 RS C CAC APC (13280) 185 (I01723),pffF
Design Pressure: +55/-55
F 174 9 R5 C CACAP (1,3292) 185_$H (101723),pQ(
Quality Assurance Contract Expiration Date
Other: R-PG55*, Missile Level D, Wind Zone 3. Glass to be
bedded in Pecora 896 sealant.
10/17/2023
Installation Instructions
FL17499 R5 II 08-02545B.pd(
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513320-3.gd(
Created by Independent Third Party: Yes
17499.2
185 SH
5202 Fin/Flange Frame IG/SG Single Hung Laminated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13269) 185 SH (l()0823),gdf
FL17499 RS C CAC APC (13270) 18 (100823),%f
Approved for use outside HVHZ: Yes
Impact Resistant: No
FL17499 RS C CAC APC (13271) 185 5H (1008;3),W
FL17499 RS C CAC APC (13361) 185 SH (100823),Rdf
Design Pressure: +60/-60
Quality Assurance Contract Expiration Date
Other: R-PG60
10/08/2023
Installation Instructions
FL17499 R5 li 08-02549%pd(
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513327B-4.9dj
Created by Independent Third Party: Yes
7499.3
185 SH
36x84 Fin/Flange Frame IG/SG Single Hung Laminated Glass
imits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC (13273) 185 H 101723),P-df,
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC.(j2 7a) 185 5H (1 1 ),PQ
FL17499 RS C CAC APC.(j3774 195 SH (1Q 7172aLpLf
Impact Resistant: No
FL17499 R5 C CAC APC (13,363) 185 5H (10I723),pdf
Design Pressure: +60/-60
Quality Assurance Contract Expiration Date
Other: R-PG60*
1O/17/2023
Installation Instructions
FL17499 R5 II 08-02550121.pdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513328B-5.0dj
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 RS C CAC APC H0462.01-109-47-RO 185 SH
f242,e ULIf
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-67
04/25/2022
Other: R-PG60•
Installation Instructions
FL17499 RS II 08-03163.pdf
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514082.pdf
Created by Independent Third Party: Yes
17499.5
185 SH
3602 Fin, Flange, and Finless Frame Insulated Glass
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 R5 C CAC APC(17811)1583.02-106-31-RO 185
S,-F (2k1423LPfff
Approved for use outside HVHZ: Yes
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70
06/14/2023
Other: R-PG60
Installation Instructions
FL17499 RS I1 08-03381M
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
https:/Ax .floridabuilding.orglpr/pr app_dtl.aspx 214
10/17/2019
Florida Building Code Online
FL17499 RS AE 514377.pdf
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 RS C CAC APC(117 1311711.08-SO6-12-RO 185
Approved for use outside HVHZ: Yes
5 ( 7Q 7720)_d
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 RS II 08-03379.pdf,
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 514373.pdf
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 R5 C CAC APC(17 1 )1711.04-106-12-RO 185
Approved for use outside HVHZ: Yes
Sh(072721),adf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: +50/-63
07/27/2023
Other: R-PG50
Installation Instructions
FL17499 RS 11 06-03381.pd(
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514375.QAE
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 RS C CAC APC(S17 6)1711.07-106-11-RO 185
Approved for use outside HVHZ: Yes
SHH(2=),112(
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: +60/-70
07/27/2023
Other: R-PG60
Installation Instructions
FL17499 RS 11 08-03380.pAj
Verified By: Luis R. Lomas, PE PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 514374.Ua
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 R5 C CAC APC (13275) 18 (1100823)2af
FL17499 R5 C CAC APC (13276)-L§5-2 L(1QQM),a
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
FL17499 R5 C CAC APC (1,�1) 185 SH f100823),pQf
FL17499 RS C CAC APC f13291) 185 SH (100823),pQf
Design Pressure: +55/-55
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
FL17499 R5 11 08-02544B-1.plf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513320E-1.ndff
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 R5 C CAC APC (13263) 185 5H fjMM).odf
FL17499 R5 C CAC APC f13LQ7 Q) 185 SH f10p9231,pff
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC (1226S) 1 S SQQQ2,j,),pQf
Impact Resistant: No
EL17499 R5 C CAC APCk-13M) 185 5H f1Q MLRd-fdf
Design Pressure: +60/-60
Other: R-PG60
Quality Assurance Contract Expiration Date
10/09/2023
Installation Instructions
FL17499 R5 II 08-02546B-2.pdf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 RS AE 513322E-2.gdf
Created by Independent Third Party: Yes
17499.11
185 Triple SH
11102 Fin Frame IG/SG Single Hung 11002 Flange Frame
IG/SG Single Hung
https:/Aw .flofidabuilding.org/pr/pr_app_dti.aspx 314
10/17/2019
Florida Building Code Online
.._ ..--- .._...-. ... __...._. .___.. .._ _.
Limits of Use
__.. _ .._... .__.. _... _.
Certification Agency Certificate
Approved for use in HVHZ: No
FL17499 RS C CAC APC (13341) 185 SH TPL (11Q423),pjf
Approved for use outside HVHZ: Yes
FL17499 RS C CAC APC (13343) 185 5H TPL (jnM),pdf
FL17499 R5 C CAC APC (13346) 185 SH TPL (L 2�023),pdf
Impact Resistant: No
FL37499 RS C CAC APC (13349) 185 5H TPL ( Ob_2;73),p�
Design Pressure: +50/-50
Other: R-PG50*
Quality Assurance Contract Expiration Date
10/20/2023
Installation Instructions
FL17499 R5 II 08-02548B.pddf
Verified By: Luis R Lomas PE 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513324B-6.pdf
Created by Independent Third Party: Yes
17499.12
185 Twin SH
IO6x72 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 115 C CAC APC (12 4_2) 185 SH TWN (0�;3),P�-f
Approved for use outside HVHZ: Yes
FL17499 R5 C CAC APC (23342) 185 EH TWN (110423),gd(
EL17499 R5 C CAC APC (13 47) 185 SH TWN (Ol Z0Z2LpIJf
Impact Resistant: No
Design Pressure: +45/-45
FL17499 R�(13349) 185 SH TWN (IOZ171),gdt
Quality Assurance Contract Expiration Date
Other: R-PG45
10/20/2023
Installation Instructions
FL17499 RS II 08-025475-Zpdf
Verified By: Luis R Lomas PE-62514
Created by Independent Third Party: Yes
Evaluation Reports
FL17499 R5 AE 513323E-7.pd(
Created by Independent Third Party: Yes
F.ckj next
Conrad Us n 2601 Blair Stone Road Tallahassee K 32399 Phone: 850487-1824
The State of Florida Is an AA/EEO employer, iRRyll9ht 2007-2013 State of Florida.:: Privacy 5tatement :: Accessibrity 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 yubllpreconds request, do not send eledronlc
mall 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 Ilmnsed under chapter 455, F.S. must provide the Department with an email address If they have one. The nnails
provided may be used for official communlration with the licensee. Howewer 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 ayallable to the public. To determine If you are a licensee under chapter 455, FS., please dick here .
Product Approval Accepts:
® ® ® =Ml
Credit Card
Safe
https:/Av".floridabuilding.org/pr/pi app_dtl.aspx 4/4
L. Roberto Lomas P.E.
1432 Woodford Rd
Lewisville, NC 27023
434-688-0609
rllomm@lrlomaspe.com
Manufacturer: MI Windows and Doors, LLC
650 West Market Street
Gratz, PA, 17030
Engineering Evaluation Report
Product Line: Series 185 Aluminum Single Hung Window 36" x 84" Non -Impact
Report No.: 513328E
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a). The product listed
herein complies with requirements of the Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02550 revision B, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Test report No.: E1729.01-109-47 signed and sealed by Michael D. Stremmel P.E.
Architectural Testing Inc., York, PA
AAMAIWDMA/CSA 101/I.S.2/A440-08
Design pressure: t60.15psf
Water penetration resistance 9.19psf
3. Anchor calculations, report number 513328-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure: t60.Opsf
• Maximum unit size: 36" X 84"
• Units must be glazed perASTM E1300-04/09, according with glazing details in approval drawing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind bome debris regions.
• Frame material to be Aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02550
revision B.
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 product(s).
1 of 1
\``\\5111? I IC lo/ /i/i
0 57••�=
. 7TATE OF ;ilf,, _
i�o�Fs ORIOP •G�\�
NA t1;e �
Luis R. Lomas, P.E.
FL No.: 62514
10111/2017
(Validator / Operations Administrator)
MI Windows & Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
AUTHORIZATION FOR PRODUCT CERTIFICATION
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.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMA/WDMA/CSA 101/I.S.2/A440-11
R-PG60-1324x2134(52x84)-H
COMPANY AND CODE
CPD NO.
SERIES MODEL & PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
MI Windows & Doors, LLC
185 SH (FLANGE)
FRAME
SASH
13263
(AL)(O/X)(OG)
1324 mm x 2134 mm
1295 mm x 914 mm
Code: MTL
(ASTM)
(4'4" x 7'0")
(4'3" x 3'0")
This Certification will expire October 9, 2023 (extended from October9, 2018 perAAMA 103-15) and requires validation until
then by continued listing in the current AAMA Certified Products Directory.
Product Tested and Reported by: Architectural Testing, Inc.
Report No.: E1725.01-109-47
Date of Report: October 29, 2014
JGS/JTS
ACP-04 (Rev.6/16)
Evaluated for Certification: September 10, 2018
-h,
A oci ted Laboratories, Inc.
Authorized for Certification: September 10, 2018
DirT"
Amer n Architectural Manufacturers Association
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL.
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL.
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD. BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE IX BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. SHIM AS REQUIRED AT EACH ANCHOR LOCATIDN 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: EXTRUDED ALUMINUM 6063—T5.
12. UNITS MUST BE GLAZED PER ASTM E130D-04/09.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS REQUIRED 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.
15. FOR ANCHORING THROUGH FIN INTO METAL STRUCTURE USE #6 SMS OR SELF DRILLING
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #10 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
17. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2"
MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
18. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #10 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
19. ALL FASTENERS TO BE CORROSION RESISTANT.
20. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH- OF 2.000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,000PS1 MINIMUM.
D. METAL STRUCTURE: STEEL 180A (.048") FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
I TABLE OF CONTENTS 1
SHEET NO.1 DESCRIPTION
1 NOTES
2 — 3 1 ELEVATIONS
4 — 9 INSTALLATION DETAILS
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" X 72" NON —IMPACT
NOTES
cue NTS w1c 01/17/19 0850__83 OF 10 '77/7S�ONA1IENON\
LROBERTOLOMASP.E Luls R. Lomas P.E.
I432 WCODFORD RD LEWISVIL,, NC 2=3 FL No.: 62514
d36633-0209 rllomasralriwnasoe.mm
71
FR
HE
3 1 2 MAX
L
10" O
MAX O.C.
5/8"
WE
GHT
4/
3 1/2" MAX
— 36" FRAME WIDTH
36" FRAME WIDTH
0"
MAX. D.C.
3 1/2" I
—I 3 1/2" 3 1/2" MAX. - F[
I FT
71 5/8"
FRAME
HEIGHT
3 1/2�
MAX /
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOWDESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGE& FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION
DESIGN PRESSURERATING IMPACTRATING
+60.0%70.OPSF NONE
96'X71 &B'UNITSHOWN. OTHER SIZESAPPROVED AS LONGAS
FRAMEAREA DOESNOTEXCEED 17.9 FT'
NOTES:
1. SASH SIZE: 34 15/16" X 36 1/16"
2. D.L.O.: 33 1/4' X 32 7/16"
10"
MAX. O.C. 3 1/2" MAX.
—I
3 1/2 M /
L / O10"
MAX O.C.
RENSION$
DESCRIPTION Mm I MPRUVEO
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•
36" X 72" NON —IMPACT
FLANGE &FINLESS ELEVATIONS
'A. R. I 08-03383 I — I
sauE NTg GATE 01/17/19 sxEEr2 OF 10
Luis R. Lomas P.E.
FL No.: 62514
— 36" FRAME WIDTH
36" FRAME WIDTH
0"
MAX. D.C.
3 1/2" I
—I 3 1/2" 3 1/2" MAX. - F[
I FT
71 5/8"
FRAME
HEIGHT
3 1/2�
MAX /
185 ALUMINUM SINGLE HUNG WINDOW 185 ALUMINUM SINGLE HUNG WINDOWDESIGNER
EXTERIOR VIEW EXTERIOR VIEW
FLANGE& FINLESS INSTALLATION FLANGE & FINLESS INSTALLATION
DESIGN PRESSURERATING IMPACTRATING
+60.0%70.OPSF NONE
96'X71 &B'UNITSHOWN. OTHER SIZESAPPROVED AS LONGAS
FRAMEAREA DOESNOTEXCEED 17.9 FT'
NOTES:
1. SASH SIZE: 34 15/16" X 36 1/16"
2. D.L.O.: 33 1/4' X 32 7/16"
10"
MAX. O.C. 3 1/2" MAX.
—I
3 1/2 M /
L / O10"
MAX O.C.
RENSION$
DESCRIPTION Mm I MPRUVEO
SIGNED: 0210712019
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*•
36" X 72" NON —IMPACT
FLANGE &FINLESS ELEVATIONS
'A. R. I 08-03383 I — I
sauE NTg GATE 01/17/19 sxEEr2 OF 10
Luis R. Lomas P.E.
FL No.: 62514
'A. R. I 08-03383 I — I
sauE NTg GATE 01/17/19 sxEEr2 OF 10
Luis R. Lomas P.E.
FL No.: 62514
36" FRAME WIDTH —
—
36' FRAME WIDTH
8" MAX
O.C.
8" MAX
4' MAX —
—
4" MAX
4" MAX —4"
MAX
Hr/l
4" MAXJ
4
!
—
a.AX
MA% OTC
o
MAX 8"
O
/
71 5/8"
71 5/8"
FRAME
FRAME
HEIGHT
HEIGHT
Xf
�
4 MAX
185 ALUMINUM SINGLE HUNG WINDOW
185 ALUMINUM
SINGLE HUNG WINDOW DESIGNER
EXTERIOR VIEW
EXTERIOR VIEW
FIN INSTALLATION
FIN INSTALLATION
DESIGN PRESSURE RATING
IMPACTRATING
+60.01-70.OPSF
NONE
36' X 71�B' UNIT SHOWN. OTHER SIZES APPROVED AS LONG A S
FRAMEAREA DOES NOT EXCEED 17.9 FT'
NOTES:
i. SASH SIZE: 34
15/16" % 36 1/16"
2. D.L.O.: 33 1/4"
% 32 7/16"
RENSIONS
OESMR ON MTE MPROVFO
SIGNED: 02/07/2019
650 WEST MARKET STREET
\\\•�`� •: ��4j'�i�
GRATZ, PA 17030`��
•y�G ENy.�'•."9j��
*• D �2611 *=
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" FI 72" NON -IMPACT
TPOF
FIN ELEVATIONS
�y TAT OF tLl�
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Lu15 R. LOTO$ P.E.
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EEr3OF 10
L RMERTOLOMASP.E
1432 WOODFORD RD LEWISVXD NO2) 3
..
43<�0680609 rllomu@IOwnaspe.mm
FLNo.: 62514
m
1/2" MIN. Rf SIOUS
EDGE DISTANCE 1/2" MIN. R� 9cscRlmou wre TsaRa4T9
WOOD FRAMING EDGE DISTANCE 1 1/4' MIN. 1/4" MAX.
OR 2X BUCK EMBEDMENT SHIM SPACE
BY OTHERS � iEM1B/E4D"M MIN. METAL
I ENT STRUCTURE -�—
BY OTHERS F 7 iIM MAX.
SHIM SPACE 1 IN
MIN INTERIOR
APPROVED 1/q" MAX. DISTGE
ANCE
SEALANT SHIM SPACE
BEHIND FLANGE APPROVED
SEALANT
BEHIND FLANGE
#10 WOOD
#10 WOOD
SCREW
SCREW
#10 SMS OR
SELF DRILLING
WOOD FRAMING
EXTERIOR
SCREW
OR 2X BUCK
APPROVED
BY OTHERS
SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2XBUCKINSTALLATION
EXTERIOR
EXTERIOR
1/4" MAX.
_
SHIM SPACE
INTERIOR
10 SMS OR
INTERIOR
SELF DRILLING
INTERIOR
\
I
SCREWS
APPROVED
SEALANT
BEHIND FLANGE
WOOD FRAMING
OR 2X BUCK
BY OTHERS
TO BE SET
BED OF
'ROVED SEALANT
APPROVED
SEALANT
1/4" MAX.BEHIND
SHIM SPACE FLANGE
BY
VERTICAL CROSS SECTION
WOOD FRAMING OR2X BUGKINSTALLATION
NOTES:
1. IABERIORAND EXTERIOR FINISHES, BYOTHERS.
NOTSHOWNFORCLARTTY.
2 PERIMETERANDJOINTSEALANTBYOTHERSTOSE
DESIGNED INACCORDANCE WIIHASTM E2112
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
/ 1/4" MAX.
SHIM SPACE
II�
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
EDGE
DISTANCE
METAL EXTERIOR
STRUCTURE
APPROVED
BY OTHERS SEALANT
BEHIND FLANGE
JAMB INSTALLATION DETAIL
METAL STRUCNRE INSTALLATION SIGNED., 0210712019
MI WINDOW ANDDOORS, LLC.
7R u
LOw'y
650 WESTRKTSET
\5
`
GRATZ, PA 17030
ENS�tgd,
zz*• D 51/�'tB�*;
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
36" % A NON —IMPACT
FLANGE INSTALLATION DETAILS
p TATOF
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NTS 01/17/19 OF 10
Luis R. Lomas P.E.
FL NO.: 62514
L ROBERTO LOMAS P.E
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434-6 609 NPmazCdl/IMlasae.mn
2" MINPED3G
RLVSiCuS
aLv sLscaianou
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CONCRETE/MASONRYBY
OTHERS
1 1/4" MIN.
OPTIONAL 1X BUCK
: EMBEDMENTSEE
1 1/4" MIN.
NOTES 3 — 7
SHEET 1EMBEDMENT
APPROVEDE
CONCRETE/MASONRY 1/4" MAX.
SEALANT
BY OTHERSSHIM SPACE
BEHIND FLANGE
3/16" TAPCON INTERIOR
.a
2"
MIN.
EXTERIOR
INTERIOR,
RIOR
DISTANCE rAPPROVED
.• L
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRETE/MASONRYINSTALLATION
APPROVED
IN A BED OF
SEALANT
APPROVED SEALANT
BEHIND FLANGE
NOTES:
1. INTERIORAND EXTERIOR FINISHES. SYOTHERS,
OPTIONAL 1X BUCK
1/4" MAX
NOTSHOWNFORCLARRY.
SEE NOTE 3 — 7
r SHIM SPACE
2.PERIMETERANDJOINTSEAL WBYOTHERSTOBE
SHEET 1
DESIGNED INACCORDANCE WITHASTME2112
SIGNED: 0210712019
CONCRETE/MASONRY
MI WINDOW AND DOORS, LLC.
° •
\\\\T11TIililIli
R. Lpwn'
BY OTHERS
. ,' q.. 4."
650 WEST MARKET STREET
GRATZ, PA 17030
\\\\\g
y ENS�•9iP
e
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SERIES 185 ALUMINUM SINGLE HUNG WINDOWd_�*•
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i :°
a -• .� . _• °
36" X 72" NON —IMPACT
. _
�E
' -
FLANGE INSTALLATION DETAILS
,611/t',B.
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VERTICAL CROSS SECTION
MIN: ows m
, 4yII
•<t`:LORCONCRETE4
ASONRYINSTALLATION
A.R. O8503383
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wi6
SME NTS 01/17/19 5 OF 10
LROBERTOLOWSP.E
1432 WOODFORD RD LEWISVILLE, NC2]
Luis R. Lomas P.E.
434-6660609 ribmu@llrlomas2s.com
FL NO.: B2514
1/2" MIN.
RINSIONS
EDGE DISTANCE
1/2' MIN.
Rfl' DESURIPaGN mrz -'R—D
WOOD FRAMING
EDGE DISTANCE
OR 2X BUCK
1 1/4" MIN. 1/4" MAX.
BY OTHERS
1 1/4" MIN.
METAL
EMBEDMENT
SHIM SPACE
EMBEDMENT
STRUCTURE
BY OTHERS
1/4" MAX.
SHIM SPACE
L
7/MIN.
INTERIOR
BACKER ROD
i/q•• MAX.
EDGE
EDGE
& APPROVED
SHIM SPACE
DISTANCE
SEALANT
BACKER ROD
& APPROVED
IF10
SEALANT
N10 WOOD
#10 WOOD SCREW
SMS OR
SCREW
SELF DRILLING
SCREW
WOOD FRAMING
EXTERIOR
OR 2% BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
WOOD FRAMINGOR2XBUCKINSTALLATION
EXTERIOR
INTERIOR
1/4" MAX.
SHIM SPACE
EXTERIOR
INTERIOR
SMS OR
SELF DRILLING
INTERIOR
SCREWS
T_
1/2"
SILL TO BE SET
MIN.
IN A BED OF
EDGE
APPROVED SEALANT
DISTANCE
SILL TO BE SET
BACKER ROD
IN A BED OF
J
EXTERIOR
& APPROVED
APPROVED SEALANT
SEALANT
1/4 MAX.
METAL BACKER ROD
SHIM SPACE
BACKER ROD
STRUCTURE & APPROVED
& APPROVED
BY OTHERS SEALANT
WOOD FRAMING r
SEALANT
1/4" MAX.
JAMB INSTALLATION DETAIL
OR 2X BUCK
F SHIM SPACE
METAL STRUCTURE INSTALLATION
BY OTHERS
METAL
-�
SIGNED: OZ/07/2019
STRUCTURE
VERTICAL CROSS SECTION
BY OTHERS
MI WINDOW AND DOORS, LLC.
uuunulJ
WOOD FRAMING OR 2X BUCK INSTALLATION
650 WEST MARKET
RATZ, 117030REET
.`���vJ�y`GE SF 9J1
VERTICAL CROSS SECTION
METAL STRUCTUREINSTALLATION
SERIES 185 ALUMINUM SINGLE HUNG WINDOW*�•
�JpyF1�'81�' *_
3ES % 72" NON -IMPACT
_
FINLESS INSTALLATION DETAILS
047,E
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1. EXTERIOR FINISHES, BY OTHERS.
OS
/O'�SS��NAj1;e
AR
NOTSHOWNFOfl CLARITY.
2. PERIMETER AND JOINTSEALANTBYOTHERS TO BE
ENNTS D^m 01 s"OE063 OF 10
/ /
DESIGNED INACCORDANCE WITHASTM E2112
LROBERTOLOMASR..
Luis R. Lomas P.E.
1432 WOODFORO RO LEMSVILLE NO 2T023
FL NO.: 62514
d-66&0609 Nomaz®Momaspe.com
2" MIN.
RNSIONS
Rtv OpscRipnou
wrz appaovso
CONCRETE/MASONRY
BY OTHERS
1 1/4" MIN.
EMBEDMENT
OPTIONAL 1X BUCK
1 1/4" MIN.
SEE NOTES 3 —7
EMBEDMENT
SHEET 1
*EDGE
ICONCRETE/MASONRY
AX,
BY OTHERS 1/4- MA%.
BACKER RODACE
SHIM SPACE
& APPROVED
SEALANT
3/16" TAPCON
INTERIOR
MIN.
rBACKER
EDGE AIOR
EXTERIOR
INTERIOR
DISTANCE
°
JIII-
SEE NOTES 3 — 7
SHEET 1
JAMB INSTALLATION DETAIL
SILL TO BE SET
CONCRET&MASONRYINSTALLATION
IN A BED OF
BACKER ROD
APPROVED SEALANT
& APPROVED
SEA AM
NOTES:
OPTIONAL 1% BUCK
1/4^ MAX,
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
SEE NOTE 3 — 7
SHIM SPACE
NOTSHOWNFOR CLARITY.
SHEET 1
_�
2. PERIMETER AND JOINTSEALANTBY07HERS TO BE
DESIGNED IN ACCORDANCE WITHAST M E2112
SIGNED: 02/07/2019
CONCRETE/MASONRY
BY OTHERS.
°
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•`
MI WINDOW A AND
DDOOR
a
650 TET EET,LLC.
°
GRATZ, PA 17030
r •FAO ENS�9���
SERIES 1135 ALUMINUM SINGLE HUNG WINDOW
�'• D 6 *c
36" X 72" NON -IMPACT
VERTICAL CROSS SECTION
FINLESS INSTALLATION DETAILS
IUD • TAT OF tn�
CONCRETEMASONRYINSTALLATION
"FS;c(OR1.
D.; ONc uo. RIN
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5['ep NTS Oc'E 01/17/19 s"ELT73 OF 10
111 lilt IN,
L. ROBERTO LOWS P.E.
LOis R. Lomas P.E.
102 WOODFORDRDLEWISVILLE, NC2N23
FL NO.: B2s14
VW-E8S4Vv9 rllnnas®Irbmexpemn
APPROVED
SEALANT
BEHIND FIN
#6 WOOD
SCREW
3/8" MIN
EDGE DISTANCE
EXTERIOR INTERIOR
3/8" MIN
EDGE DISTANC
#6 WOOD
SCREW
APPROVED
SEALANT
BEHIND FIN
VERTICAL CROSS SECTION
WOOD FRAMING OR 2X BUCK INSTALLATION
WOOD
FRAMING
BY OTHERS
1/4" MAX.
SHIM SPACE
WOOD FRAMING
BY OTHERS
1 1/2"
MIN.
EMBEDMENT
#6 WOOD �
SCREW /
APPROVED J
SEALAM
BEHIND FIN
_ 1/4" MAX
SHIM SPACE
INTERIOR
EXTERIOR
3/B" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
1MAX
NOTSHOWN FOR CLARITY.
SHIM M SPACE
2. PERIMETERAND JOINTSEALANTBY OTHERS TO BE
DESIGNED/NACCOROANCEWITHASTME2112
MI WINDOW AND DOORS, LLC.
650 WEST MARKET STREET
GRATZ, PA 17030
WOOD
FRAMING
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
BY OTHERS
36" % 72" NON —IMPACT
FIN INSTALLATION DETAILS
DnnwN: MO No.
A.R. 08-03383
SME NTS 0-E 01/17/19ISNE-8 OF 10
LROSERTOLOMASP.E.
1d W0ODF0RDR0LEWISVILLE.N027W3
434 6680609 rlbmas@Irlamuye.wm
SIGNED: 0210712019
Luis R. Lomas P.E.
FL No.: 62514
AI'YNUV
SEALA
BEHIND 1
#6 SMS OR
SELF DRILLING
SCREW
3/8" MIN
EDGE DIST4
EXTERIOR
3/8" MIN
EDGE DISTANCE
#6 SMS OR —
SELF DRILLING
SCREW
APPROVED —
SEALANT
BEHIND FIN
INTERIOR
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
RENSIONS
OMRIMON s M IPPRWEO
OETAL STRUCTURE
3Y OTHERS
1/4" MAX.
1/4" MAX
SHIM SPACE
METAL STRUCTURE
_
SHIM SPACE
BY OTHERS
INTERIOR
Q6 SMS OR
SELF DRILLING
SCREW
APPROVED
SEALANT
EXTERIOR
BEHIND FIN
_ 3/B" MIN
EDGE DISTANCE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIOR AND EXTERIOR FINISHES BY OTHERS,
1/4" MAX
NOTSHOWNFOR CLARITY.
SHIM SPACE
2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SIGNED: 0210712019
MI WINDOW AND
650 WEST STREET
``\\J\51RIICo '
GRATZ. PA 17030
`y��OENy,�'9si
METAL STRUCTURE
BY OTHERS
SERIES 185 ALUMINUM SINGLE HUNG WINDOW
jjs
36" % 72" —IMPACT
=*
FINSTALLATIODETAILS
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ONA
NTS
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LMIS R. Lomas P.E.
1L.R2 W00DR)RD RD LEWISVILLE MG 27003
nvraR.r,RnR nm��am,•.,...,•,.,•,
FL No.: 62514
RMSIONS
REV OEYRIPIION WiE APPRWED
2 5/16" — - -
1
z 3/1s"T-- T, —
2 13/1 ^ 2 3/16" 2'
1 5/i6"
1 FINLESS FRAME HEAD L FINLESS FRAMEJAMB J—
FINLESS FRAME SILL MEETING RAIL LOCK RAIL/STILE
CM48553 CM-1B513 CM-18500 CM-18505
ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK
ALUMINUM 6063.T5.050'THICK GMALUMINUM 6063-T5.055'TMCK ALUMINUM 6063-T5.062-T14ICK
3-T5.
2 5/16" —
IC
1 7/16"13x// 1 Hr
2 3/16"((I��Ipp3 3/8" 2 3/2 5/16" —17 3/8"
jl— 15/16"
FLANGE FRAME HEAD FLANGE FRAME SILL FLANGE FRAME JAMB SASH BOTTOM 141L � SASH STILE
CMJ8502 CM-18503
CMAB501 ALUMINUM 6063-T5.050'MICK OM-18555 CM
ALUMINUM 6063-T5.050'TNICK ALUMINUM 606&T5.055'THICK ALUMINUM 6063-T6.050'THICK ALUMINUM 6063-T5.63-T5.050'THICK
2 5/16^ — �—{ 3/16"
2 3/16"
3 3/4"
GLAZING BEAD
2 5/16^ 2 3/16 V-663
L A
J4 fl/GlO PVC.050'THICK
SIGNED: 02/07/2019 WINDOW
ND
FIN FRM fe566 E ID IN RAMS SILL FINFRAME6JAMB j eMI 650 WES ZA ARKET STTEETLLC. `\y�\5\REN04"/s/
ALUMINUM 6063-T5.050'THICK ALUMINUM 6063-T5.055'THICK ALUMINUM 6063-T5.050'THICK V f•
SERIES 165 ALUMINUM SINGLE HUNG WINDOW*• 0
36" % NONIMPACT �,a'GE •p:
COMPONENTS �9 _ TAT OF L..:
wiL OB 503383 - •//%/j�/�NA j1�N\���
01/17/19 10 OF 10
LROBERTOLOMASP.E Luis R. Lomas P.E.
1,$32 WOODFORD RO LEWISVILLE, NC 27023 FL NO.: 62514
Professional 10im
r
Dena Home I lag rn I User RegNtrailon I Hot Tapirs Submit Surcharge I Stats a Facts I Publications I Contact Us I BOS Site Map I Unks I Search
Florida
d bpr ��, � Product Approval
Prod Pct User
Product Aoomval Mm> Application Detail
FL At
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
SHOPSTAMPREVIEW tot Si Plan Eden
Review Is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, deralls, quantities and safety
during fabrication lies solely with the contractor.
IA No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak
FL20461-R3 Ci Rejected:
Revision
2017 11 /22/19 ,� �. Kffag& L-
Approved1
C
Therma-Tru Corporation
118 Industrial Drive
Edgerton, OH 43517
(419) 298-1740
rlckw@mbidgconsultants.com
Vivian Wright
rickw@mbidgmnsultants.com
Exterior Doors
Swinging Exterior Door Assemblies
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
0Evaluation Report - Hardoopy Received
Lyndon F. Schmidt, P.E.
PE-43409
National Accreditation and Management Institute
12/31/2021
Ryan J. King, P.E.
13 Validation Checklist - Hardcopy Received
Referenced Standard and Year (of Standard) Standard
101/I.S.2
ASTM E330
ASTM E331
TAS 202
Equivalence or Product Standards
Certified By
Sections from the Code
7 (d) Certiflcate of Indenendence.Dd
Year
1997
2002
2000
1994
Jkd®3 311:1
Product Approval Method Method 1 Option D
Date
Submitted
12/13/2017
Date
Validated
12/13/2017
Date
Pending FBC Approval
12/21/2017
Date
Approved
02/13/2018
Date
Revised
10/09/2018
Summary of Products
Go to Page = 0
00 Pagel/ 200
FL #
Model, Number or Name
Description
20461.1
a. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II fe) Inst 20461.1.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.1 for Design Pressure Ratings, any
FL20461 R3 AE (d) Fval 20461.1.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "3" part numbers for
these doors, which have been stained or painted within six
months of Installation.
20461.2
b. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidellte(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II (e) Inst 20461.2.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.2 for Design Pressure Ratings, any
FL20461 R3 AF (d) Eva[ 204612. odf
additional use limitations, Installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.3
c. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Fiberglass Composite Edge
Smooth -Star
Double Door with or without Sldelltes (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II (e) Tnst 20461.3.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.3 for Design Pressure Ratings, any
FL20461 R3 AE fdl Eval 20461.3.Ddf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.4
d. Therma-Tru Flber-Classic and
Nominal 7'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door(Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 IT (e) Inst 20461.4.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.4 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.4.udf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.5
e. Therma-Tru=S1,�mg1'e
TO "Non -Impact" Opaque Composite Edge Fiberglass
Smooth-Staroor
with Sldellte(s) (Inswing/Outswing; XO, OX or
figurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
F=16a1 R3 II fe, Inst 20461.5..odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.5 for Design Pressure Ratings, any
additional use limitations, Installation Instructions and product
FL20461 R3 a (d) Eval 20461.5,odf
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "7" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.6
f. Therma-Tm Fiber -Classic and
Nominal 8'0 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 H (e) Inst 20461.6.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.6 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.E odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "7" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.7
g. Therma-Tru Fiber -Classic and
Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 iI (e) in=_t 20461.7.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.7 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.7.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Flber-Classic and Smooth -Star doors, this
product approval requires the use of "P' part numbers for
these doors, which have been stained or palnted within six
months of Installation.)
20461.8
h. Therma-Tm Fiber -Classic and
Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sldelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II (e1 Inst 20461.8.ndf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.8 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.e.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.9
I. Therma-Tru Flber-Classic and
Nominal 6'8 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (e) Tnst 20461.9.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.9 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.9.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.10
J. Therma-Tru Fiber -Classic and
Nominal 6e "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldellte(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 Ri II (e) Inst 20461.10.edf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.10 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.I0.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber-Classlc and Smooth -Star doors, this
product approval requires the use of "7" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.11
k. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non-Impacr' Glazed Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sidelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (e) Inst 20461.11.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure; N/A
Evaluation Reports
Other: See INST 20461.11 for Design Pressure Ratings, any
FL20461 R3 AE (dl Eval 20461.Il.ndf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (For Flber-Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.12
I. Therma-Tm Fiber -Classic and
Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door (Inswing/0utswing; X configuration)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 It (e) Inst 20461.12.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.12 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.12.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiher-Classic and Smooth -Star doors, this
product approval requires the use of part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.13
in. Therma-Tru Fiber -Classic and
Nominal TO "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 H (e) inst 20461.13.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.13 for Design Pressure Ratings, any
FL20461 R3 AE (dl Eval 20461.13.odf
additional use limitations, installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "P' part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.14
n. Therma-Tm Fiber -Classic and
Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door(Inswing/Outswing; X configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 II (e) Inst 20461.14.0f
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.14 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.14.odf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.15
0. Therma-Tru Fiber -Classic and
Nominal 8'0 "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or
OXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (e) Inst 20461.15.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.15 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.15.ndf
additional use limitations, Installation Instructions and product
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "]" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.16
p. Therma-Tru Fiber -Classic and
Nominal 8'O "Non -Impact" Glazed Composite Edge Fiberglass
Smooth -Star
Double Door with or without Sidelites (Inswing/Outswing; XX
or OXXO configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 11 (e) Inst 20461.16.odF
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.16 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.16 odf
additional use limitations, Installation Instructions and product
Created by Independent Thlyd Party: yes
particulars. (For Fiber -Classic and Smooth -Star doom, this
product approval requires the use of "J" part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.17
q. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Transom (Inswing/Outswing; O/X
configuration)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 11 (a) Inst 20461.17.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See INST 20461.17 for Design Pressure Ratings, any
additional use limitations, installation instructions and product
FL20461 R3 AE (d) Eval 20461.17.odf
Created by Independent Third Party: Yes
particulars. (Far Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "? part numbers for
these doors, which have been stained or painted within six
months of installation.)
20461.18
r. Therma-Tru Fiber -Classic and
Nominal 6'8 "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sidellte(s) and Transom (Inswing/Outswing;
O/XO, O/OX or O/OXO configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 SI (e) Inst 20461.18.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: INST 20461.18 for Design Pressure Ratings, any
additional use limitations, Installation instmctions and product
FL20461 R3 AE (d) Eval 2O461.18.odf
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of "I" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.19
s. Therma-Tru Fiber -Classic and
Nominal 6e "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sldelite(s) (Inswing/Outswing; XO, OX or
OXO Continuous Head and Sill configurations)
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL20461 R3 11 () Inct 20461.1 .odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: yes
Design Pressure: N/A
Evaluation Reports
Other: INST 20461.19 for Design Pressure Ratings, any
additional use limitations, Installation Instructions and product
FL20461 R3 AE (d) Eval 20461.19.od(
Created by Independent Third Party: Yes
particulars. (For Fiber -Classic and Smooth -Star doors, this
product approval requires the use of T' part numbers for
these doors, which have been stained or painted within six
months of Installation.)
20461.20
t. Therma-Tru Fiber -Classic and
Nominal 8'O "Non -Impact" Opaque Composite Edge Fiberglass
Smooth -Star
Single Door with Sldellte(s) (Inswing/Outswing; XO, OX or
OXO Continuous Head and Sill configurations)
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL20461 R3 II (e) Inst 20461.20.odf
Approved for use outside HVHZ: Yes
Verified By: Lyndon F. Schmidt, P.E. 43409
Impact Resistant: No
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: INST 20461.20 for Design Pressure Ratings, any
FL20461 R3 AE (d) Eval 20461.2O.ndf
additional use limitations, installation instructions and product
Created by Independent Third Party: Yes
particulars. (Far Fiber -Classic and Smooth -Star doors, this
product approval requires the use of'7" part numbers for
these doors, which have been stained or painted within six
months of Installation.)
Go to Page
40 0 Page 112 0
aaalr
Hex
contact Us ::
2601 dial, Stone Road, Tallahassee
FL 32399
Phone: 050.67-1624
Me Sate of Florida Is an WEM employer. UomlaM
2007-2013 State of
Ronda.:: Pdyacv
Statement :: Accesslbllltv Statement:: Refund Statement
under Marble law, email addresses are public mends. If you do not want your e-mail
address released N response to a publlcresnMs request, do not send electronic
you are a
R W R W Building Consultants, Inc.
B Consulting and Engineering Services for the Building Industry
C P.O. Box 230 yelrico, FL 33595 Phone 813,659.9197
Florida Board of Professional Engineers Certificate ofAuthorbalion No. 9813
Product
Category
Sub Category
Manufacturer
Product Name
Swinging
Therma-Tru Corporation
Fiber -Classic and Smooth -Star
Exterior
Exterior Door
118 Industrial Dr
Composite Edge Opaque Fiberglass Single Door
Doors
Assemblies
Edgerton, OH 43517
Inswing i Outswing
Phone 419.2984740
"Non -Impact"
Scope: Product Evaluation report issued by R W Building Consultants, Inc. & Lyndon F. Schmidt, P.E. (System ID # 1998) for
Therma-Tru Corporations, based on Rule Chapter No. 61 G20-3, Method 1 D of the State of Florida Product Approval, Dept
of Business & Professional Regulation.
RW Building Consultants and Lyndon F. Schmidt, P.E. do not have nor will acquire financial interest In the company
manufacturing or distributing the product or in any other entity Involved in the approval process of the product named
herein.
Limitations:
1. This product has been evaluated and is in compliance with the 6th Edition (2017) Florida Building Code (FBC) structural requirements
excluding the "High Velocity Hurricane Zone" (HVHZ).
2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing
orstucco.
3. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction.
4. Site conditions that deviate from the details of drawing FL-20461.1 require further engineering analysis by a licensed engineer or
registered architect
5. Fiber -Classic & Smooth -Star Door panels require the use of "J" part numbers and must be stained or painted within six months of
installation
6. See drawing FL-20461.1 for size and design pressure limitations.
Supporting Documents:
1. Test Report No. Test Standard
TEL 01460145 ASTM E330(02), ASTM E331(00)
TEL 01461573 ASTM E330-02 & ASTM E331-00
2. Drawing No. Prepared by
No. FL-20461.1 RW Building Consultants, Inc. (CA #9813)
3. Calculations Prepared by
Anchoring RW Building Consultants, Inc. (CA#9813)
4. Quality Assurance
Certificate of Participation issued by National Accreditation &
Management Institute, certifying that Therma-Tru Corporations is
manufacturing products within a quality assurance program that
complies with ISO/IEC 17020 and Guide 53.
SHOP STAMP REVIEW tote/md
Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabrication Iles solely with the contractor.
Dq NoDrceptionsTaken Revieweday: Dawn Boggio-Korbelak
D Reiee d:
11/22/19 dJalu t P-
Sheet 11 of 1
Testing Laboratory Signed by
Testing Evaluation Lab.,lnc. V.K. Wright
Testing Evaluation Lab.,lnc. V.K. Wright
No 43409
STATE OF
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Signed & Sealed by
Lyndon F. Schmidt, P.E.
Lyndon F. Schmidt, P.E.
FL PE No. 43409
12/7/2017
Florida Building Code Online
Page 1 of 6
BOS Home I log In I user Reohtnum I Hot Tap[a I aubmn aumname I Sue, &Fe. I pubmmUom I Centre Us I SO$Sate Mao 1 lima serrdt I
FI � SHOPSTAMPREVIEW Istn/man Eden
C F Pratluct Approval
usaa: pumic user Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
4741.during fabrication lies solely with the contractor.
vronua neorevai Men..>pmdeR ernnmiwnpn serrcn>AomlrnNon Lkt>Appliwtlonneu 04 No&cepbons Taken Reviewed By: Dawn BDgglo-KDrbelak
FL # FL16546-Rll I1 Rejected:
Application Type Revision n �_
Code Version 2017 11/22/19
Application Status Approved '
Comments
Archived
❑
Product Manufacturer
Clopay Building Products Company
Address/Phone/Email
8585 Duke Blvd.
Mason, 01145040
(513) 770-6062
mwesterfleld@clopay.com
Authorized Signature Scott Hamilton
shamilton@clopay.com
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category Exterior Doors
Subcategory Sectional Exterior Door Assemblies
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed
Florida Professional Engineer
❑ Evaluation Report- Harccopy Received
Florida Engineer or Architect Name who developed Scott Hamilton
the Evaluation Report
Florida Ucense PE-63286
Quality Assurance Entity Intertek Testing Services NA, Inc. - QA Entity
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Gary Pfuehler
Rj Validation Checklist- Hardcopy Received
Certificate of Independence FL16546 R31 COI Certification of Independence of Validation Entity -
Gary Pfuehler 2016-02-19.odf
EL16546 all COI Statement on Independence of Evaluation E Pt -
ScmtHamilton 2036-02-19 ndf
Referenced Standard and Year (of Standard)
Standard
Year
ANSI/DASMA 108
2005
ANSVDASMA 115
2005
ASTM E1886
2005
ASTM E1996
2009
ASTM E330
2002
TAS 201
1994
TAS 202
1994
TAS 203
1994
Equivalence of Product Standards
Ad0O
311:1
-Certified By
Florida Llcensed Professional Engineer or Architect
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Florida Building Code Online
Page 2 of 6
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Go to Page = S
FL16546 Rll Eaulv 20170809 - FBC - DASMA 108 eguiv.odf
FL16546 Fill E uiv 20170809 FBC - DA MA 115 eouiv.od
Method 1 Option D
12/18/2018
02/13/2019
02/13/2019
04/16/2019
00Page 1/400
FL ae
Motlel, Number or Name
Description
16546.1
01 WS-I6-HY PAN-2F153/6: 73,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
1500, 75, 76, 190, 84A, 94, 42,
WINDCODEO W5 Garage Door
42B, 48, 48B, 55, 4F, 4RST, 6RST,
4RSF, 6RSF, GOSS, GDSSV, GRSS,
GR5SV, ARSS, ARSSV, EDSS,
ED5SV
Limits of Use
Installation Instructions
Approved for use In HVHZ: No
FL16546 R31 11 101922-A-ReviS.oclf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF
Evaluation Reports
Other: Solid doors (no glazing) or doors with optional
FL16546 Rll AE CBPC 131211-A.odf
impact -resistant glazing are Impact -resistant (large missile
Created by Independent Third Party: No
Impact).
16546.2
02 WS-I6-HY PAN-2F353/6: 73,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
1500, 75, 76, 190, 84A, 94, 42,
WINDCODE® WS Garage Door
42B, 48, 48B, 55, 4F, 4RST, 6RST,
4RSF, 6RSF, GDSS, GDSSV, GRSS,
GR5SV, ARSS, ARSSV, EDSS,
EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 RSl 11 101922-13-Reel S.Pdf
Approved for use outside HVHZ: Yes
Verifed By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +32 PSF/-32 PSF
Evaluation Reports
Other: The standard glazing available for this product meets
FL16546 R31 AE CBPC 131211-A p li f
the wind load requirements of the building code but DOES
Created by Independent Third Party: No
NOT meet the Impact resistant requirement For windborne
debris regions.
16546.3
03 W8-16 PAN-217443: GD4$, GR4S,
Gallery/Artistry/Expressions: Steel Pan (min. 24 ga.) Double-
ED4S, AR4S
Car (9'2" to 167" wide) WINDCODEO W8 Garage Door with
Optional impact -Resistant Lites
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Approved for use outside HVHZ: Yes
FL16546 RII 11 104791-Rev05 odf
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +46 PSF/-52 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
FL16546 Rll AE CBPC 131211-A.odf
glazing) or doors with optional Impact -resistant glazing are
Created by Independent Third Parry: No
im - sistant (large missile Impact).
16546.4
04 W6-16 PAN-2F353: 73, 1500,
Steel Pan (min. 25 ga.) Double -Car (97" to 162" wide)
75, 190, 84A, 94, 42, 42B, 48, 48B,
WINDCODE® W6 Garage Door with Optional Impact-
55, 4RST, 6RST, 4RSF, 6RSF, GDSS,
Resistant Lites
GDSSV, GRSS, GRSSV, ARSS,
ARSSV,EDSS,EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R11 II 104710-A-Rev03.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party; No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V_ult): 170 MPH. Solid doors (no
standard glazing) are impact-reslstant (large missile Impact).
FL16546 R11 AE CBPC 131211-A odf
Created by Independent Third Party: No
16546.5
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Florida Building Code Online
Page 3 of 6
05 W6-16 PAN-21`153: 73, 1500,
Steel Pan (min. 25 ga.) Double -Car (9'2'to 162" wide)
75, 190, 84A, 94, 42, 48, 55, 4RST,
WINDCODE® W6 Garage Door
6RST, 4RSF, 6RSF, GOSS, GDSSV,
GR5S, GR5SV, AR5S, ARSSV, ED55,
'
EDSSV
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 RIl fI 104710-B-Rev03.00f
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Parry: No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Other: The standard glazing available for this product meets
FL16546 R11 AE CBPC 131211-A odf
the wind load requirements of the building code but DOES
Created by Independent Third Party: No
NOT meet the Impact resistant requirement for windborne
debris regions.
16546.6
06 W6-16 PAN-2F156: 76, 2RST
Steel Pan (min. 25 ga.) Double -Car (92" W 167" wide)
WINDCODE(9 W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL16546 R31 II 104710-A-Rev03.Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Other: Max. Wind Speed (V ulf): 170 MPH. Solid doors (no
FI-16546 RII AE CBPC 131211-A.Ddf
standard glazing) are Impact -resistant (large missile Impact).
treated by Independent Third Party: No
16546.7
07 W6-16 PAN-21`356: 76, 2RST
Steel Pan (min. 25 ga.) Double -Car (9'2'to 162" wide)
WINDCODE® W6 Garage Door
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 R11 li 104710-8-Rev03.Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +36 PSF/-42 PSF
Evaluation Reports
Other: The standard glazing available for this product meets
FL16546 R11 AE CBPC 131211-A.0df
the wind load requirements of the building code but DOES
Created by Independent Third Party: No
NOT meet the Impact resistant requirement for windborne
debris regions,
16546.8
08 W5-16 PANSP-2FI53/6: 735P,
Steel Pan (min. 25 ga.) Double -Car (97" to 16'0" wide)
15SP, GDSSSP, GD5SSPV, 76SP,
WINDCODE® W5 Garage Door
76VSP
Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FL16546 RII II 304818-A-RevOI-skmed.odf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF
Evaluation Reports
Other: Solid doors (no glazing) or doors with optional
FL16546 R11 AS CBPC 131211-A.Ddf
Impact -resistant glazing are Impact -resistant (large missile
Created by Independent Third Party: No -
Impact).
16546.9
09 W5-I6 PANSP-2F153/6: 73SP,
Steel Pan (min. 25 ga.) Double -Car (9'2" to 16'0" wide)
SSSP, GDSSSP, GD5SSPV, 76SP,
WINDCODE® WS Garage Door
76VSP
Limits of Use
Installation Instructions -
Approved for use in HVHZ: No
FL16546 R31 II 104818-B-11evOI-sioned.udf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: No
Created by Independent Third Party: No
Design Pressure: +32 PSF/-37 PSF
Evaluation Reports
Other: The standard glazing available for this product meets
FL16546 R11 AE CBPC 131211-A odf
the wind load requirements of the building code but DOES
Created by Independent Third Party: No
NOT meet the Impact resistant requirement for windborne
debris regions.
16546.10
10 W6-09 DSIE-1A171: 2050, 2051,
Double -skin Insulated EPS (exterior skin 27 ga. min.; interior
2053, 4050, 4051, 4053, 62, 64,
skin 29 ga. min.) Single -Car (up to 9'0" wide) WINDCODE®
65, 62G, 62LG, 64G, SDP38, SFL38,
W6 Garage Door
SRP38, 134, 135, 136, 6130, 6131,
6133
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
R16546 RI1 lI 104814-A-RevOB.Ddf
Approved for use outside HVHZ: Yes
Verified By: Scott Hamilton FL PE 63286
Impact Resistant: Yes
Created by Independent Third Party: No
Design Pressure: +36 PSF/-44 PSF
Evaluation Reports
Other. Max. Wind Speed (V_ult): 170 MPH.. Solid doors (no
FL16546 RII AE CBPC 131211-A odf
glazing) are Impact -resistant (large missile Impact).
I Created by Independent Third Party: No
16546.11
11 W6-09 DSIE-IA171: 2050, 2051,
Double -skin Insulated EPS (exterior skin 27 ga. min.; Interior
2053, 4050, 4051, 4053, 62, 64,
skin 29 ga. min.) Single -Car (up to 9'0" wide) WINOCODE®
65, 62G, 62LG, 64G, SDP38, SFL38,
W6 Garage Door
SRP38, 134, 13S, 136, 6130, 6131,
6133
https://flolidabuilding.org/pr/pr_app_dfl.aspx?pazam wGEVXQwtDgvgqu2w%2bnFgU... 10/23/2019
u
�J
4 1 J Z L
IANEL EMBOSS DOORS
'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS
STrtET.
) �F 4
REVISIONS
25 GA
25 GA
24 GA
MODELS
25 GA
REV. NO.
ZONE:
DATE:
ECN NO.
APPVD:
DESCRIPTION
23. 75 26, 25L 98 CLOPAY 'GALLERY' GDSS, GR5S 03 6/2a/i3
SH ADDED LONG PANEL OPTION.
6RST 2RST 4F HOLMES 'ARTISTRY' AR5S
2. 428 IDEAL 'CARRIAGE HOUSE' EDSS
ONE STANDARD INTERMEDIATE STILE BETWEEN EACH EMBOSS
LOCATION. ATTACHED W/ TOG-L-IOC (TOP & MM) AND
T LONG (LUSH SHORT PANEL
aA'CLASSIC' SHORT PANEL DESIGN SHOWN. GALLERY SHORT PANEL AND 'CLASSIC'
LONGPANEL AL50 APPROVED.SEE TABLES BELOWi0R DETALS.
(ALONG CENTER).
OPTIONAL GLAZING IMY BE STANDARD OR
/7EE'WE
MRASTRESMy BE STANDARD (SHORT PANEL) OR
IMPACT RESISTANT GLAZING. ONLY SHORT
'MMERCIAL (LONG PANEL). SEE TABLES BELOW.
GLAZING IS APPROVED. SEE SECTION B-B ON
SHEET TWO FOR DETAILS (GLAZING SHOWN IN
GLAZING SHOWN IN TOP SECTION.
•..vii�ll
ILL0ii
'�
��IC_n'�A•
�'II��11111�111�l�lll�ll�
yfiii—.
DOOR HEIGHT
B
SCCTIdYS
UP TO Z'O'
4
73• TO 8'9'
5
9.0' TO 10.6-
6
10.9- TO 12.3-
T
12'6• TO i4'0'
8
14'Y TO I5.9•
9-
I6.0•
10
MAX SECTION HCIWITI 21'
STATE bF fit
AA•SS�ONAI.E�.•`•
Il L
DESIGN ENGINEER:
SCOTT HAMILTON• P.C.
FLORIDA LICENSE N 6
a
INTERMEDIATE SECTION.)
VIEW 'B' (SEE SHEET THREE).
VIEW -C- (SEE SHEET THREE).
16 GA END STILES ATTACHED TO
DOOR SKIN WIN PATENTED
TOG-L-LOC SYSTEM (TOP. BOTTOM & C
CENTER). ATTACHED TO TOP AND
BOTTOM PAIL WON PATENTED
TOG-L-LOC SYSTEM.
T'10 POINT LOCKING
TWO TRACK.
(2) LHR TOP BRACKETS USED AS o
INNER BOTTOM BRACKET.
INSIDE FLNATIONS (1) 3-IN ROLLER CARRIER (P/N
0120394) USED WITH 3- TRACK SNAP LATCH ENGAGES
LOCATION OF OPTIONAL VENTS. TOTAL VENT OPENINGS: 60 IN' PER VEHICLE. ONTO VERTICAL TRACK.
ONE SNAP LATCH ON
SLIDE BOLT LOCK EACH SIDE OF DOOR.
6AS C' RAISED .1 EPaon rrmns LMPIn HAsv r ENGAGES INTO
SHIRT P,.EL 1=Pmfv P4YLP�Evii v¢Ps END VERTICAL TRACK.
I AxEL STILE. OUTSIDE
➢[8P VIBix 6siILCs Ilmi v10M L@WN ADE pifPt�l i�i0.CD u .. ONE LOCK ON HANDLE. LO
atv sccTlda CH suildR mER SEC. pyz VLDw s)ncs EACH SIOE OF OUTSIDE EN
s2• TD s'm• a ez• TD n•r L z PEP uamv DOOR. KEYED ENO TR
Ia'v is UYo• U9' to !v'K z I ) s2 TD Lo'a• T HANDLE. STILE. EA
OxA
Iry TD nm' s Is'o• TD Lvr ) • Lar 10 r T Of
u'a• TO vIv Ituc xorE eEtYv ffDA:DixO I..Irs• TO ux• sINSIDE SLIDE BOLT INSIDE HANDLE
I6'0• i014Y ) STILES Ot LM PA L W & we' iD Lbz LOCK OPTION_ OIRSIDE KEYED LOCK WITH
OUTSIDE KEYED LOCK ION,
ANXI STILES FOR LONG -PANEL MODELS. SNAP LATCH LOOK DarloN. LOCK BAR LDCIDUG.
.E NIXES
Te u cDuuacHl Ixrcwl cmEs PEavv+Eo As xorzD a
THE 1.mEs ABWE
ul C AESOL1V. CENTERENTI STYES /Af LiTMICD Lnd41rt eETeiW iM[
mstWD vLv I. -= P A (WRFRO.1 rsxrtv stw M
An.neD mlx tDc st MP R IntToq oR MI s/te• roP mcrs
DP (TJ Ie SxffT PELLL SOWS
TTfE vAnUTACTItIxG PRpI
MIS ODOR MEETS OR ExCEE06 THE 0E9gx LOA05 FOR THE
ULTPLLTE WIVO SPEEDS MSTEO DDDIv ACCORdxG i0 ME PLOPoDA
Bl1AdNC CODE OR ME wiEflxAT10xN. BOMbiLO CODE (eASED ON
)0) FOR PO ))
R 2- OrN TIN BIR: 'S END Z
13W,MN O. DOOR Nay 2" 0T IN BORDAMME END ZONE ])
ING I
ANY ROOF SLOPE AND a) TESTING IN ACCONDWCE VIIIH
ANY R S
ANSIGNASNA )SSI SITE-EPEMC ULCulAigrvS BY A OWWPEO
DESIGN PROE65gNAt NAY gffER.
ULTIMATE VINO
g5
to
UD
t80
195
SPCCD ""
EKPOSURE
CAlE00RY
D. C. DID.
C. U
B. C
B. C
B
MEAN ROD( HCIWT
25'
IS'
25'
IV
30'
D . 5.015
.000 s.00SS
.0000 a x.OpL
oesren- xt/z
Lwea Stotm Onu+.:tt
Pl^NLOfS YtC W WO4
2 F L.nlo�nG
&
-19
I.,. . 0.4e BOUIev0r4 _.. v`Q*LMD RATING A
1 �M ;;aa,f° W6 DP36T
) Ea. Na 513-TT0-4SSS
2- STEEL PAN DOORS 16•YW (SEE TABLE FOR MODELS)
DATE: 11/19/12SCALE: ME DWG.R
SH DATE: 11/20/12 SHEET 1 OF a SIZE L
i10-WR VER: IBC
nee nrDrDr)nonno IR_9znA _
4 1J 11ir G I I
'CLASSIC' RAISED PANEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET' REVISIONS
LIODELS 24 OR 25 GA 25 GA 24 GA N,OOELS 25 GA 2 OF 41REV. N0. ZONE: DATE: ECN N0. aPP✓0: DESCRIPTION
CLOPAY 84A, 94 73, 75 76. 75L 96 CLOPAY 'GALLERY' GDSS, GR5S 03 SH SEE REV1510M HISTORY ON SHEET ONE.
IDEAL 4RST 6RST 2RST 4F NOLMES 'ARTISTRY' AR5S
HOLMES 48, 489 42. 42B IDEAL 'CARRIAGE HOUSE' EDSS
SHORT LONG FLUSH SHORT PANEL
D D
IMPACT —RESISTANT CONSTRUCTION: STANDARD ASSEMBLY CONSTRUCTION:
SOLID DOORS (NO GLAZING) OR DOORS YATH OPTIONAL IMPACT -RESISTANT GLAZING ARE OPTIONAL Me OR 1/8' AGYRUC LRES AVMIUB E. OPTIONAL ACRYTJC GLAZING IS
IMPACT -RESISTANT. OPTIONAL INJECTION -MOLDED POLYCARBCNATE FRONT FRAME AND PUSKOIME OPTIX OR LUCRE CP APPROVED CI PIASDC IN ACCORDANCE WITH IBC/FBC
GLAZING IS GE LE%NN SLK24327, AN APPROVED CC2 PLASTIC IN ACCORDANCE WITH 2606.
IBC/FBC 2606 AND AN APPROVED Cl PUSTIC IN ACCORDANCE NTH MC 2612 THE ENTIRE DOOR ASSEMBLY INSTALLED IN COMPLIANCE VAN THIS SECTION MEETS THE
THE WIRE DOOR ASSEMBLY LNSTA D) IN COMPLIANCE WITH THIS SECTION MEETS THE WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING WOE OR INTERNAPONA4 BUILDING
WIND LOAD REQUIREMENTS OF THE FLORIDA BUILDING CODE AND INTERNATIONAL BUILDING CODE BUT DOES NOT MEET THE IMPACT RESISTANT REOVIREMEM FOR WNDBORNE DEBRIS
CODE AMID IS LARGE- AND SM L-MISSILE IMPACT RESISTANT. REGIONS (REF. CHAPTER 16 FBC/IBC).
SECTION B—B (IMPACT —RESISTANT GLAZING OPTION) SECTION B—B (NON —IMPACT RESISTANT GLAZING OPTION)
C TJfwL D• C
FRONT FRAME WFIR U.V. COATING ON OUTSIDE SURFACE.
NOTE THAT FRONT FRAME IS NARROWER THAN
A IMPACT-REMTAM FRAME.
OPIIONK DECORA22S MULDPYFRA HIGH BD TAPE
TN SP-w INSERT.QW. � (BEiP2EH FwwE HIGH°N.w0 FACADE).
L DECORATM FROM FACADE
GLAZwG�
r I MOLDED INSIDE
""_ RUCNFAL SILO°xf SEPUM LANE RETAINER. g
pB 14_ PAN HEAD SCREW
(BETWEEN STEEL SKIN AMID FRAME). (10 SCREWS PER UTE).
°JPALT REASTMR
ONE-PECE INJECTION POtiI!I EPE RETAINER FASTENED TO FRAME NTH
3 MOLDED Gf8llry (10) Be x 3/4' PAN HIM PMHLHE SCREWS B
FRAME k GU!m
IMPACT —RESISTANT ASSEMBLY DETAILS STANDARD ASSEMBLY DETAILS
DRAWING 104710-A DRAWING 104710-0
i
DESIGN ENGINEER,
SCOTT HAMILTON, P.E.
FLORIDA LICENSE No. 6 286
4
¢pl LtMU]: iO4v r].!
—w.V Y.].�
••_•. .-,_
P.=
— &Ses' %lon a
vlN°LOA° RATING
h
TOZslarta
TOLERANCES ,,.
Il xas�, ox lmao IrsA
C1u a y TGN>31Y"°'�°
W6 DP36T
.0 m x.015
Paq 61i
DOORS
DESCRIPTION: 2 STEEL PAN DOORS 16'2'Y! (BEE TABLE FOR MODr15)
DESVd, RIPTI EEL
.00 i.OI➢
-
oao — s.Gos
DOD] _ -.001
DRAWN 81': SH DATE: t1/19/I
SCALE: MS
DWG
CHECKED BY: SH DATE: n/20/r
SHEET 2 OF 4
SIZE B
muisprs`aFR°c a nm¢s.
DWG. NO.: 104710-A/B
VER: IBG
3 2
F LORF51% PRODUCT APPROWALL
51654�DT
[am
La■
3-
JI
4 I J
JEL EMBOSS DOORS 'CARRIAGE HOUSE' RAISED PANEL EMBOSS DOORS SHEET•
GA 1 25 GA 1 24 GA MODELS 25 GA 3 OF 4
75 26, 75L 98 CLOPAY 'GALLERY' DOSS. GRSS
SHORT LONG I FLUSH I SHORT PANEL
JAMB TO SUPPORTING STRUCTURE ATTACHMENT
L�4THE LOAD FROM THE DOOR IS TMNSFERREO TO THE TRACK AND THEN RCN THE TR TO
THE 24 VERTGAI. SP (GRADE /2 OR BETTER) JAMBS. NO LOW FROM THE DOOR IS
TRANSFERRED TO THE HORIZONTAL (TOP) JAMB.
2. VSN VERTXG JAMB SEES A AMMUM DESIGN LOAD OF S250 LB At -336 TB. PER LINEAR
FOOT OF JAUB,
3. ALL JAMB FASTENERS WY BE (BUT ARE NOT REONREO 10 BE) COUNTERSUNK TO PRONDE A
FLUSH MOUNTING SURFACE.
4. A 1/3 STRESS INCREASE FOR WIND LOW WAS LM USED M THE CPLCULATON OF ALLOMABLE
LOWS FOR ANCHORS AND FASTENERS FOR STEEL. CONCRETE AND MASONRY.
JAMB TO SUPPORTING EjRLJQBajL_AjJLCb_MEW_
UAU.UM
ON -CENTER
DISTANCE
STEEL
BEIWEEx
WASXERS
BUILDING TYPE
FASTENER TT'PE
FASTENERS
REWRMI
\Vl
1• 1-1 4' MN YB iPPC X R
T-1
1 GO.
MK F51 WN. CONCRETE
1 4 Y 1 VIA. EMBED NDTA CONCRETE PNCHOR
8-I {
l' O.D.
3jo X 1-] 4KIN. EMBED WU-IT ANKR ERE --VE AHCXOR
1 -1INCLUDED
M
IlNCUUpw
A i A . LR
14-
1 OD.
• FRST (BOTTOM) ANCHOR STARTING AT NO MORE THAN NICE OF THE'MAWUM W-CENTER DISTANCE. HZWEST ANCHOR INSTALLED
AT LEAST AS HIGH AS THE WOO OPEMNC.
CLOPAY WES NOT SUPPLY JAMB ATTACHMENT FASTENERS.
AMNOW DISTANCE BETWEEN CENTER OF ANCHOR AND EDGE OF CONCRETE DLOCK: 2-1/2". EXCLUDING STUCCO THICKNESS
p14x5/B" SHEET METAL SCREWS
0
0
00 0 1/4'0/4' SELF o.
TAPPING SCRs 6.
14 GA END HINGES I GA fM N 1 NT MEDVTIE HINGE
NEW •B MEW 'C
ENGINEER,
MICR. P.E.
CENEE N 63286
4
L
DATI
25 GA (0.019" MIN. THICK)
DDS STEEL EXTERIOR SKIN
WITH G-40 GALVANIZING,
BAKED -ON PRIMER AND A
BAKED -ON POLYESTER PANTED
TOP COAT APPLIED TO BOTH
SIDES OF STEEL SKIN.
SHIP
JOINT
I —a =
4-1/
L
VIEW "D
4" TALL TAPER STRUT.
0.057' WIN, GALV. STEE
50 KV. MIN.
f I
REVISIONS
): 1 DESCRIPT
SEE REVISION HISTORY ON SHEET 0
ME
1) 12 GA- GALV. STEEL TOP ROLLER
RACKETS (2-1/2' X 5-3/B'. EACH
RACKET ATTACHED W/(4) f14X5/B" SHEET
ETAL SCREWS. ADJUSTABLE SLIDE ATTACHED
0 TOP BRACKET WITH (2) 1/4":1/2" BOLTS
ND MVIS PER BRACKET.
14 GA MIN. GALV. ROLLER HINGE. EACH C`
HINGE FASTENED TO END STILES W/(4)
f 14.5/8- SHEET METAL AND (2)
1/4 0/4- SELF TAPPING SCREWS. SEE
MEW "B".
IE 4" T-STRUT PER SECTION. (SEE NEW
) EACH T-STRUT ATTACHED AT EACH
VGE LOCATION MTH (2) 1/4"x3/4' SELF
PPING SCREWS.
-■V
\+ V-12 GA MIN. CALV. STEEL BOTTOM BRACKET
ATTACHED WITH (2) a14x5/H" SHEET METAL
SCREWS.
ALUMINUM EXTRUSION k VINYL WEATHERSTRIP.
SECTION A -A (SIDE VIEW)
I pl LVMI]: SDY.0 - J.V .._.. ..,_
U+len SKNE 0,r m.. = Clopay BEES D, BowI d VIN➢LOA➢ RATING
TOLERANCES.. M4m�. DH 45DLo BED ` T ( D P 3 6 T
leL Im. 53-70-1600 W V
.O = x.0.11 &lGy RNOMP'JM F. K% 513- ry ,1851
.W - 2.015 DESCRIPTION: 2" STEEL PAN DOORS 16'2'W (SEE TABLE FOR MODELS)
.ODD = x.aos DRAWN BY: SH DATE: 1T 19 1 SCALE: NIS
.OGDO, = S.W1 / / DING.
Oeyreo 21/2' CHECKED BY: SH DATE' 11/20/1 SHEET 3 OF 4 SIZE L
ou2NNoNP me v wcmm DWG. NO.: 104710-A/B VER: IBC
2 FI ORS DDA PHCo) 0UC T APOPRCo�M/lL 16546
L
J
L
I I
'CLASSIC' RAISED PANEL EMBOSS
DOORS
'CARRIAGE HOUSE' RAISED
PANEL EMBOSS ODORS
SHUT-
REVISIONS
4. OF 4
HODELS
24 GA
25 GA
25 GA
24 GA
MODELS
25 GA
REV. NO.
ZONE:
DATE
ECN NO.
APPVD:
DESCRIPi)ON
CLOPAY B4A. 94 ]3. ]5
76, 75L 98 CLOPAY 'GALLERY•
GDSS, GRSS
03
SH SEE REASION HISTORY ON SHEET ONE.
IDEAL I4RST 6RST
2RST I 4F HOLMES 'ARTISTRY'
AR5S
HOLMES 148, 48B 142, 42B
IDEAL 'CARRIAGE HOUSE'
I ED5S
SHORT
LONG FLUSH
I SHORT PANEL
D
HORIZMTAL TRACK SUPPORT BY
ODOR PSTALLER (TO SUR).
ME
N'2F: iPACN CONFIGURATION ABOVE THE 00'JR COUNTERBALANCE SYSTEM
SAMB
CONFIGURATION
GOON OPENNC WES NOi AFFECT THE
DOOR DOOR6
UP TO 900 LBS
tWAR L64D RAPING OF Txi6.000R.
HEIGHT 1'
13 W W,V. STEEL FUG BRACKET ATTACHED TO
JAYS NtIH (3) S/16" % 1-5/8" UL SCREY5
I" DOOR OYERIAP (EACH SIDE)
STOP MOULDING BY DOOR INSTALLER (10 SUIT).
TO TRACK tVGH (2) 1/4" RNEiS.
7_ - 7
2.6 SYP NOON JAVB. SEE
�1F 16 fA G4LY. STEEL ENO SURE -
7' TRACK GONFIGHRAPDN Hi
'- '
-JAaB PREPARATION uOIE'. pQr�l{
/ fe Gt WLV. SREL DOUBLE END SURE.
<"
` 20 G4 Mx. CKY STEEL INIEPN. SHE.
ODORS UP TO 800 L95.
z
AS
AS PpN: SPACING HTE t4' O.C.
g•_6•_ I_
18 W C4Lv. STEEL fNIFR.
2-1/2" X 12 W WLv. STEEL XWGE FASTENED TO CENTER
1 -0
TRACK BRACKETS FASTENED TO_J
64
63" 2 GUY. SPER. TRACK,
1I8-
MOD JANBS WITH 5/6" X 1-5/8
STILE W/(4) EACH J144/87
METAL
t
TRAM THCKHES£ 0.083•.
;O'_6:
I/G SMEUIS NOT TO EXCEED 14"
O'1-CENIER WW. OF UG
SMUT SCRMS.
J/16 10. ROAM]
C
5p
I It-6" 1
(9)
RUSH It
O
L•
1 _ 1
14
SCREWS REGUIRM FER J &B.
2• GA-V. STEEL TRACK FASTENED TO
FASTENER.
�. _
M. 2-1/2- X IZ W GALV.
12 W G4V STEEL iRKX BRACKETS
14 W GLV. STEEL R0.LFA HINGES FASTENED TO END STILES W(I<) Udf P146/B•
C
STEEEL ETS.
RACIB
V 4' DIM, RTMESTS OR
5/8/
SHEET WEFAL SCREWS AND (2) 1/4- ULF WANG SCREY5 PER END HUGE.
C
ED TO (I)
(f1)E /ERS
BOLT k NJ PER
'
Z4 S/I6' % I-5/8" lAf. SCREW. PER
m
TRACX BRAIXEE
2" DA 7-1/2" LONG SIM 10 BAU STEEL ROLLER VATH STEEL Oft NILW< PRE.
TRACK BRACKET.
10"
J-I/2
UIR BFACXET (2-1/2 ._. z
PREPA APDN OF
314 F T
IA\IBS RY (11HER<_ ATTBM 1UH . 3/4"SEAR
OTE THAT
SGRE\v5 NOTE FIAT BRACKETS ARE ALSO
(IBLE CND STI1E' AS SHOWN IN
END N1.
USED UPH83
ABOVE THE
WNiES
2ptE B-3 SnEET 1.
SHUT
3• TRACK CONFIGURATIO.Y
DOOR OPENING HOT THE
DOOR OAD
NOES NOT AF ECTDOOR.
JAMR
CONFIGURATIONLRSAND
pOUBLE TPPLN
DOORS B00 LBS aN0 OVER
Vnxp LOAD RAPxG pF THIS OUR.
RA
DOORS BNO
LRS ANO OVER,
LOIN HEADRWM OPTION
CENTER HANG 'HIM.ED FOR
DOORS OVER B'XIW1.
(AVAIL FOR BOTH 2-!AD 3' 1RACX)
HORIZONTAL
t" DOOR OVERUP (ENN SIDE)
PREACH,
3
T
Y
Z S SIP MOD JAM SEE
STOP MOLA ING BY DOOR WSTAUER (70 SUTT).
p
GALV. TAPERED STEEL 7WR AND MOLE. TR
1WCIWE55: 0.101". PHGIE DIMNESS: 0.0807.
H
HORIZONTAL TRACK
,WAB PREPARATION nOTE".
16 GA GALV. STEEL END SPUL
18 W PdLY. SIE0' WUBI.E END STILE.
U
LIw. ANGLE DIMENSIONS 3-1/4' a 2-7/8',
SUPPoRT BY DOOR
20 GA UN. GALV. STEEL INTERY. SOLE:
�VERifWt/HDI6ZONTAL TRACK Ia• UAVJUU SAX= NSPuER (TO SURE}
3-I/! z 2-]/8' few.. 0080" TAPERED
18 GA GALY. STEEL WFCR.
HINGE FASTENED TO CENTER
ENTER
NNC110N. 1W0 V4" B0.T5 FROM UST MOUNTING
k NUTS FOR EACH PUCK. SLOT TO RUCK NNCT"
ANGLE SEE UG BUT MOMPING BELOW.
SITE W/(4) EACH /8"
7/16 SHEET METK SCREWS
uT
�
gRUSH
ADOMONAL MOUNTING SLOTS
FASTENER.
%
SPACED AT 12' CENTERS.
0.101"
T19CK GAL¢ STEEL TRACK FCHED TO
14 GALV, STEEL ROLLER HINGES FASTENED END
RE t0
TO TAPERED APOLE. TRACK ATTA/8-
ES EKH 8146/8' SHUTEMIT MEIN. FI
STUNO
.�•( HATN/ //
<r
12' ON CENTER
TAPERED ANGLE WITH ONE 1/< v`/8' BOLT k
BOLT
O 1/4
AND (2) I/4' SELF TAPPING $GREYS PER ENO MNGE.
ND HUGE.
\\\
G ........... /.W
OEN
s•
MIT AT SAN MOUNTING SUET.
�� 9•'•V\ sF t
3" NA 8-1/2• LONG STEM BALL BEARINGS EEL MILLER.
6 BB
=F(TON
C-C TNtFACT1RING PRODUCT CODE
4 3<" xE. K' SLOT
BOLT AND BUT AT EACH PREPARATbG OE LEADS:
3
UOE. Ym TRACK
LBW AND
�J DESIGN LOADS: 4.0
L OF fit¢ TEST LOADS: M5
'•.
STA�E OF . WC DOOR vfRPCaL [TOLERANCES
N., mlm mKe -
22' HEIGXf TUCK LENGTH
-D 7 iSNA10• --06 ONE 5f16 z 1-5/8" lAG SCRE `SPACED/AT THE SAYE .0 = 2015O 10 -0 108 DRTANCES AS PEE TlbC ROLTS IE 3-1 2 10 221 34 .000 =2.0053-I/Y <-O 156 45 ETD.). ADDITIONAL LAG SCREWS LOCATED AT I6 28"• kBEOp 2 DO,DESIGN ENGINEER: I6-O 180 40" FROM BOTTOM. TWO LAG SCREWS ALSO LOCATED ABOVC eSCOTT HAMILTON. P.E.RI A NB No. 3 6 AGns Fat W vacHE
4 3 2 FLOO RM,
vINDLOAD RATING '4
W6 DP36T
IBC
AL 1C05546
M® MIAMI-DADE COUNTY
' PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) wrvw.miamidade.eov/economy
TAMKO Building Products, Inc. 11 /22/19 SHOP STAMP REVIEW mro/Na Eden
th n /� (� Review is for general compliance with the Construction Documents.
220West4 Street &,af P r�vtn Responsibility for cartectnessofdimensions, details, quantities and safety
Joplin, MO 64801 during fabrication lies solely with the contractor.
04 NOExceptions Taken Renewed By: Dawn Boggio-Korbelak
SCOPE: ❑ Rejected:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County RER -Product Control Section to be
used in Miami -Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section
(in Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right to have this
product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted
manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or
suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance,
if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the
requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code
including the High Velocity Hurricane Zone of the Florida Building Code.
DESCRIPTION: TAMKO Roof Shingles
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following
statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change
in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product,
for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section
of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the
expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done
in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its distributors and
shall be available for inspection at the job site at the request of the Building Official.
r;
This NOA revises NOA No.15-0709.19 and consists of pages 1 through 6.
The submitted documentation was reviewed by Gaspar J Rodriguez.
A —
Xi R�i1
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 1 of 6
ROOFING ASSEMBLY APPROVAL
Category:
Roofing
Sub -Category:
Asphalt Shingles
Materials:
Laminate
Deck Type:
Wood
SCOPE
This approves TAMKO's Heritage, Heritage Woodgate and Heritage Premium asphalt shingles, manufactured by
TAMKO Building Products, Inc., as described in this Notice of Acceptance and designed to comply with the Florida
Building Code High Velocity Hurricane Zones.
PRODUCT DESCRIPTION
Product
Dimensions Test
Product Description
Specifications
Heritage
13 '/4" x 391/8" TAS 110
Dimensional asphalt shingle.
Manufacturing Location # 1, 2, 3
Heritage Woodgate
13 '/4" x 39'/s" TAS 110
Dimensional asphalt shingle.
Manufacturing Location # 1,3
Heritage Premium
13 '/4" x 393/8" TAS 110
Dimensional asphalt shingle.
Manufacturing Location # 1, 2, 3
MANUFACTURING LOCATIONS
1. Dallas, TX
2. Tuscaloosa, AL
3. Frederick, MD
EVIDENCE SUBMITTED
Test Agency
Test Identifier
Test Name/Rcport
Date
Underwriters Laboratories, Inc.
TAS 107 & UL 790
04CA44252
02/25/05
ASTM D3462
02NK33813
09/23/02
ASTM D 3462 & TAS 107
R2919 Letter
03/10/11
ASTM D3462
4789110543
08/26/14
TAS 107
02/19/15
ASTM E 108
08/26/14
ASTM D3161, Class F
4787043752
10/20/15
PRI Asphalt Technologies, Inc.
TAS 100
TAP-129-02-01
05/26/05
TAS 100
TAP-130-02-01
05/26/05
TAS 100
TAP-131-02-01
05/26/05
PRI Construction Materials Technologies LLC TAS 100
TAP-303-02-01
12/12/14
TAS 100
TAP-307-02-01
02/10/15
TAS 100
TAP-317-02-01
09/02/15
NOA No.: 15-1215.10
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 2 of 6
LIMITATIONS
1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for
fire ratings of this product.
2. Shingles shall not be installed on roof mean heights in excess of 33 ft.
3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code
and Rule 61 G20-3 of the Florida Administrative Code.
INSTALLATION
1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115.
2. Flashing shall be in accordance with Roofing Application Standard RAS 115.
3. The manufacturer shall provide clearly written application instructions.
4. Exposure and course layout shall be in compliance with Detail `A', attached.
5. Nailing shall be in compliance with Details 'B', attached.
LABELING
Shingles shall be permanently labeled with the manufacturer's name and/or logo, city and state of
manufacturing facility, and the following statement: "Miami -Dade County Product Control Approved" or with
the Miami -Dade County Product Control Seal as seen below:
BUILDING PERMIT REQUIREMENTS
As required by the Building Official or the applicable Building Code in order to properly evaluate the
installation of this system. This Notice of Acceptance on its own cannot be used to obtain a building permit.
NOA No.: 15-1215.10
MUIM MDECOUNTY Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 3 of 6
FblSli
DETAIL A
HERITAGE, HERITAGE WOODGATE, AND HERITAGE PREMIUM
All dimensions are in inches.
5TH COURSE
4TH COURSE
3RD COURSE
2ND COURSE
- 23
1STCOURSE
2s
Full
DETAIL B
HERITAGE SHINGLE
FIG.I FASTENING PATTERN
All dimensions are in inches
' 7'/" 73/e 7'/= 7'/" 1"
II
I
13
2H
---i-------------- i-------------- - �-------------- -------------i •
-'-------------------'--------------------------------------------------------------
E
1/4"
•5/8"
eposure
NOA No.: 15-1215.10
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 4 of 6
i
i
7-1
DETAIL B (CONTTNUED)
HERITAGE SHINGLE
FIG. 2 ALTERNATE FASTENING PATTERN
12-1 /2"
39-3R3" i
HERITAGE SHINGLE
(TusCALOOSA, AL)
FIG. 3 ALTERNATE FASTENING PATTERN
HORIZONTAL NAIL SPACING IN ACCORDANCE WITH FIG. 1 OR FIG. 2.
VERTICAL NAIL SPACING ALLOWED ANYWHERE WITHIN NAIL ZONE.
LOCATION
© Common Bond
NOA No.: 15-1215.10
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 5 of 6
r-+
N
HERITAGE WOODGATE & HERITAGE PREMIUM SHINGLES
FIG. 4 FASTENING PATTERN
All dimensions are in inches
1° 7'/° 61W 93/8" 61W 7'1W 1°
13
s--------------:'-------------s-------------- �-------------- -------------;
-----------------------------------------------------------------------------------
E
E
END OF THIS ACCEPTANCE
-1/4"
-5/3"
xposure
NOA No.: 15-1215.10
Expiration Date: 12/01/20
Approval Date: 05/26/16
Page 6 of 6
10/17/2019 Florida Building Code Online
FLORIDA 05PARITIONT OF
Business & Professional Regulation ��
• BCIS Home I Login I user Registration I Hot Topics Submit surcharge I Stan
lodd
dbpr
0F+I "',�.')ProductApproval
p USER: Public User
SHOPSTAMPREVIEW mta/Plan
Review Is for general compliance with the Construction Documents.
Respondblllty for correctness of dimensions, details, quantities and safety
during fabdcaHon Iles solely with the contractor.
DI No Exceptions Taken Reviewed By: Dawn Boggio-Korbelak
13 Rejected:
Product ARoroval Menu > Product or Agplication Search > BRplication list > Application Detail
11/22/19,Qp„N, $.
FL #
FL22401
Application Type
New
Code Version
2017
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
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Emall
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
' Product Approval Method
Date Submitted
J
MI Windows and Doors
650 West Market Street
Gratz, PA 17030
(717) 365-3300 Ext 2560
bsitlinger@miwd.com
Brent Sitlinger
bsitlinger@miwd.com
Exterior Doors
Sliding Exterior Door Assemblies
Certification Mark or Listing
American Architectural Manufacturers Association
Steven M. Urich, PE
O Validation Checklist - Hardcopy Received
Standard
AAMA 506
AAMA/WDMA/CSA 101/I.S.2/A440
AAMA/WDMA/CSA 101/I.S.2/A440
ASTM E1886
ASTM E1996
Method 1 Option A
06/08/2017
00 SONO
Year
2011
2008
2011
2005
2012
https:/Aw .floridabuilding.org/pr/pr_app_dtl.aspx7pamm=wGEVXQwtDgvL7WPh33iXNArQsTefSbJhl9uVhmiCXzgx5c7pYuRcm%3d%3d 113
10117/2019 Florida Building Code Online
Date Validated 06/21/2017
Date Pending FBC Approval
Date Approved 06/29/2017
Summary of Products
FL 6f
Model, Number or Name
Description
2401.1
Series 120/130/140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door- Non-Impac
Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL22401 RO C CAC 16368.pdf
Approved for use outside HVHZ: Yes
FL22401 RO C CAC 16371.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
02/02/2022
Other: Refer to Installation Drawing
Installation Instructions
FL22401 R0 II 08-03087.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AF 513976.pdf
Created by Independent Third Party: Yes
22401.2
Series 120/130/140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door (OXO) - Non -
Sliding Glass Door
Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL22401 RO C CAC 16366.Rg
Approved for use outside HVHZ: Yes
FL22401 RO C CAC 16372.pdf
Impact Resistant: No
Quality Assurance Contract Expiration Date
Design Pressure: N/A
02/08/2022
Other: Refer to Installation Drawing
Installation Instructions
FL22401 RO 11 08-03089.pQf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513978."d
Created by Independent Third Party: Yes
22401.3
Series 120/130/140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door - Impact
Sliding Glass Door
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL22401 RO C CAC 16369.gdf
Approved for use outside HVHZ: Yes
FL22401 RO C CAC 16370.pd_f
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
11/29/2021
Other: Refer to Installation Drawing
Installation Instructions
FL22401 RO IT 08-03086.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AE 513975.pdf
Created by Independent Third Party: Yes
22401.4
Series 120/130/140 Aluminum
Series 120/130/140 Aluminum Sliding Glass Door (OXO) -
Sliding Glass Door
Impact
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: No
FL22401 RO C CAC 16367.pdf
Approved for use outside HVHZ: Yes
FL22401 RO C CAC 16373.pd[
Impact Resistant: Yes
Quality Assurance Contract Expiration Date
Design Pressure: N/A
12/19/2021
Other: Refer to Installation Drawing
Installation Instructions
FL22401 RO it 08-03088.pdf
Verified By: LUIS ROBERTO LOMAS 62514
Created by Independent Third Party: Yes
Evaluation Reports
FL22401 RO AF 513977.pg
Created by Independent Third Party: Yes
Back Next
C,gdGct 1S:: 2601 Blair Stone Road Tallahassee,'Fallahassee, R 32399 Phone: 850-487-1824
The State of Florida Is an AA/EED employer. Con ydght 2007-2013 State of F[orida.:: Pdvacv Statement:: AcressibM Statement :: Refund Statement
Under Florida law, ¢mall addresses are public records. If you do not want your e-mail address released In response to a publio-recerds 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 contaR 850.487.1395. *Pursuant to Section 455.275(1),
Honda Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails
https:lAmw.floridabuilding.org/pr/pr app_dtl.aspx7paramzvGEVXOwtDgvL7VvPh33iXNArQsTefSbJh]9uVhm!CXzgx5c7pYuRcu/%3d%3d 2/3
10/17/2019 Florida Building Code Online
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 Ne Department with an email address which can be made avalle his to the public. To determine If you are a licensee under Chapter 455, F.S., please click LCrL.
Product Approval Aocepts:
® ® ® El M
Credit Card
Safe
https:IAw .floddabuilding.org/prlpr app_dtl.aspx?param=wGEVXQwtDgvL7VVPh33iXNArQsTefSbJhl9uVhm!CXzgx5c7pYuRcxi /%3d%3d 3/3
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville NC, 27023
434-688-0609
Rilomm@lrlomaspe.com
lrlomaspe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Engineering Evaluation Report
Product Line: Series 120/130/140 Aluminum Sliding Glass Door - Nan -Impact
Report No.: 513976
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 documents: drawing numbers 08-03087, prepared, signed and sealed by Luis Roberto Lomas P.E.
2. Report No.: 1223.03-106-12 signed and sealed by Michael D. Stremmel, P.E.
Molimo. LLC, York PA.
AAMANVDMA/CSA 101/I.S.2/A440-08
Design pressure: C65.13psf
Water penetration resistance: 3.76psf (standard sill)
Water penetration resistance: 8.36psf (2 5/8" sill extender)
Water penetration resistance: 9.82psf (3 1/2" sill extender)
3. Anchor calculations, report number 513976-1, prepared, signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
• Maximum design pressure:
➢ +25.0/55.0psf (standard sill where water penetration resistance is required)
➢ f55.Opsf ( 2 5/8" and 3 1/2" sill extender where water penetration resistance is required)
➢ t55.Opsf (standard sill, 2 5/8" and 3 1/2" sill extenders where water penetration resistance is not
required)
• Maximum panel size: 48 5/8" x 93 1/2"
• Approved configurations: OX, X0, XX, OXXO, PX, XP, PXXP, PIX, XIP, PIXXIP, XIX, OIX, XIO,
PIIX, XIIP, XIIX, OIIX, X110, PIIIX, XIIIP
• Units must be glazed per ASTM E1300-04/09 with safety glazing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind borne debris regions.
• Frame material to be Aluminum 6005-T5.
Installation: Units must be installed in accordance with manufacturers installation instructions and approval document
08-03087.
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 product(s).
1 of 1
\```\\15 P'1 I I L1O //,
��• TAT OF
•• =
• i
0'O••:c�ORMt ��
�iFiP • . • • G ,
s1�NAL`����
Luis R. Lomas, P.E.
FL No.: 62514
06/19/2017
(Validator I Operations Administrator)
MI Windows $ Doors, LLC
P.O. Box 370
Gratz, PA 17030-0370
Attn: Rick Sawdey
AAMA
CERTIFICATION PROGRAM
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.
SPECIFICATION
RECORD OF PRODUCT TESTED
AAMANVDMA/CSA 101/I.S.2/A440-08
LC-PG55-4842x2438(191x96)SD
COMPANY AND CODE
CPD NO.
SERIES MODEL $ PRODUCT
MAXIMUM SIZE TESTED
DESCRIPTION
120/130/140 SGD
FRAME
PANEL
MI Windows $Doors, LLC
16371
(AL)(OXXX)(OG)(INS GL)
4842 mm x 2438 mm
1235 mm x 2375 mm
Code: MTL
(MODIF)(ASTM)
(16'11" x 8'0")
(4'1" x 7'10")
This Certification will expire February 2, 2022 and requires validation until then by continued listing in the current AAMA Certified
Products Directory.
Product Tested and Reported by: Molimo, LLC
Report No.: 1223.03-106-12
Date of Report: March 3, 2017
JGS/JTS
ACP-04 (Rev.6/16)
Evaluated for Certification: March 28, 2017
'h'
A oci ted Laboratories, Inc.
Authorized for Certification: March 28, 2017
Dlr—"AmerJn Architectural Association
L. Roberto Lomas P.E.
1432 Woodford Rd.
Lewisville, NC 27023
434-688-0609
rllomm@lrlomwpe.com
Manufacturer: MI Windows and Doors LLC
650 West Market Street
Gratz, PA 17030
Engineering Evaluation Report
Product Line: Series 420 Aluminum SGD 96" x 96" Reinforced without adapter
Report No.: 512969C
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(d). The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document: drawing number 08-02249 Revision C, prepared, signed and sealed by Luis Roberto Lomas
P.E.
2. Report No.: CCLI-12-119 signed by Wesley Wilson
Construction Consulting Laboratory International, Carrollton, TX
AAMAIWDMA/CSA 101/I.S.2/A440-08
Design pressure: 035.0psf
Water penetration resistance 6.Opsf
3. Anchor calculations, report number 512969-1 Band 512969-2, prepared, signed and sealed by Luis Roberto Lomas
P.E.
Limitations and Conditions of use:
• Maximum design pressure: Refer to approval document.
• Maximum panel size: 48'/" x 95"
• Approved configurations: OX, XO, XX, XP, PX, XIP, and FIX
• Units must be glazed perASTM E1300-04/09, with safety glazing.
• This product is not rated to be used in the HVHZ.
• This product is not impact resistant and requires impact protection in wind borne debris regions.
• Frame material to be aluminum 6063-T5.
Installation:
Units must be installed in accordance with manufacturer's installation instructions and approval document, 08-02249
Revision C.
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 product(s).
1of1
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�;••\`GENSF`9J'�`�
ir• 0,,651 •• fit.=_
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,;:-A, TAT OF
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NA1.1E��`�\
Luis R. Lomas, P.E.
FL No:62514
06/21/2017
NOTES:
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
2. WOOD FRAMING AND MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY
TRANSFER ALL LOADS TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL
4. WHERE SHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL
5. WHERE WOOD BUCK THICKNESS IS 1-1/2" OR GREATER, BUCK SHALL BE SECURELY
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF RECORD.
7. BUCKS SHALL EXTEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
PROVIDED.
B. 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: EXTRUDED ALUMINUM 6005—T5.
12. UNITS MUST BE GLAZED PER ASTM E1300-04/09, WITH SAFETY GLAZING.
13. APPROVED IMPACT PROTECTIVE SYSTEM 15 REQUIRED FOR THIS PRODUCT IN WIND BORNE
DEBRIS REGIONS.
14. FOR ANCHORING THROUGH FRAME INTO WOOD FRAMING OR 2X BUCK USE #14 WOOD
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO
SUBSTRATE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.
TABLE OF CONTENTS
SHEET 140. DESCRIPTION
REMS109S '
REV I 06CRIPRON M1E MPRM D
15. FOR ANCHORING THROUGH FRAME INTO MASONRY/CONCRETE USE 1/4" TAPCONS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 1
7/8" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND
INSTALLATION DETAILS.
16. FOR ANCHORING THROUGH FRAME INTO METAL STRUCTURE USE #14 SMS OR SELF
DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS.
17. ALL FASTENERS TO BE CORROSION RESISTANT.
18. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
A. WOOD: MINIMUM SPECIFIC GRAVITY OF G=0.42
B. CONCRETE: MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI.
C. MASONRY: HOLLOW/FILLED BLOCK PER ASTM C90 WITH Fm=2,ODDPSI MINIMUM.
D. METAL STRUCTURE: STEEL 1BGA (.048') FY=33KSI/FU=52KSI OR
ALUMINUM 6063—T5 FU=30KSI .048" THICK MINIMUM
19. APPROVED CONFIGURATIONS: OX, XO, XX, OXXO, PX. XP, PXXP, PIX, XIP, PIXXIP, XIX, DIX,
XIO, PIIX, XIIP, XIIX, OIIX, X110, PIIIX, XIIIP
20. DOOR ASSEMBLIES INSTALLED WHERE OVERHANG RATIO IS EQUAL OR GREATER THAN 1.D DO
NOT REQUIRE WATER INFILTRATION RESISTANCE.
OVERHANG RATIO = OVERHANG LENGHT/OVERHANG HEIGHT.
i
NOTES
2 — 3
ELEVATION, ANCHORING LAYOUTS AND CHARTS
4
PLAN VIEWS
5 — 23
INSTALLATION DETAILS
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17D30
SERIES 120/13D/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
NOTES
A.R. 08-030B7
Ss• NTS 77 04/1B/17Is--I OF 24
SIGNED: 06/14/2017
Luis R. Lomas P.E.
FL No.: 62514
f
1
FF
HE
191' MAX FRAME WIDTH
SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2 3, & 4 TRACK (OXXX)
EXTERIOR VIEW
FINLESS & FLANGE INSTALLATION
WITH STANDARD SILL WITT2 &8' & 312' SILL EXTENDERS
DESIGN PRESSURE RATING IMPACTRATING DESIGN PRESSURE RATING IMPACTRATING
+25.01-55OPSF NONE 155.OPSF NONE
WHERE WA TER PENETRATION RESISTANCE IS REQUIRED WHERE WA TER PENETRATION RESISTANCE IS REQUIRED
WITH STANDARD SILL 2"'& 3 1]2' SILL EXTENDERS
DESIGNPRESSURERATING IMPACTRATING
+550PSF NONE
NOTES: f. MAXIMUM PANEL 4Z 'SY3•xfY2• WHERE WATER PENETRATION RESISTANCEIS NOTREOUIRED
2. MAXIMUM D.L.O.: 05/B'0' x &51/2'
Ill--- (2) ANCHORS
PER LOCATION
J SEE CHARTS
#1, #2 & #3
FOR NUMBER
OF LOCATIONS
RMUONS
I RW I DESCernnaR I a416 I APP 6
rnnn aan F.im w:F, o.e.el.
Number of anchor locations mquiretl (2 anchors per location)
Frame
Fmme WItlN In
Haight
(in)
48.00
HLs
Jamb
1 60.00
H65
Jemb
1 TLOO
N65
JamO
M.00
H65
Jamb
96.00
H&S
Jamb
80.00
4
6
4
6
5
fi
6
8
]
fi
84.00
4
6
1 4
1 6
5
8
6
5
7
1 6
90.00
4
fi
1 4
1 6
5
6
1 6
1 6
]
1 6
96.00
4
]
1 4
1 ]
5
]
1 6
1 ]
1 ]
1 ]
Number of anchor locations required (2 anchors per location)
Fmme
Frame WIdah in
Haight
(In)
72o0
H d S
Jamb
90.00
H&SJambeb
108.00
H85
Jamb
126.00
NdS
Arno
141.00
Has
Jamb
90.00
5
8
6
fi
]
5
9
6
10
1 6
84.00
5
6
6
6
7
6
9
1 6
1 10
1 6
90.00
5
1 6
6
fi
1 ]
1 6
1 9
1 8
1 10
1 6
96.00
5
1 ]
6
]
1 ]
1 ]
1 8
1 ]
1 10
1 ]
fhn,1 i9� I lnile wilF G nnnela
Number of anchor locations required (2 anchors per location)
Frame
Frame With in
Height
In
9&00
NdS Jemb
120.00
Hd5 Jamb
144.00
H65 Jamb
160.00
HaS Jemb
19200
Hd5
Jamb
00.00
]
6
8
6
10 6
11
6
13
1 6
84.00
]
1 6
6
1 6
10 6
11
fi
13
B
90.00
]
6
e
6
10 6
11
fi
13
6
9&00
]
]
8
]
10 ]
11
]
1 13
1 ]
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
ELEVATION
9wc No.
08-03087
NTS — 04/1B/17Is'-2 OF 24
L. ROBERTD LOWS P.E
1432 WOODFORD RD LEWISVILLE NC 27020
4944ee-0 09 00mas01doma vecom
SIGNED: 0611412017
Luis R. Lomas P.E.
FL No.: 62514
RCASIONS
UESL'RIVNpN MiE /.ppRQVFD
191' MAX FRAME WIDTH
F• unv I L_ I_ 16• B' MAY —1
r— — — — —
6* MAX
— — — — — — — — — T
HOOK STRIP
(1) ANCHOR
PER LOCATION
SEE CHART
I L_
�
NUMBS 2&FOR
I
NUMBEROF
I 1g•
LOCATIONS
96• MAX D.C.
1
`
AM
FRAME
HEIGHT i
I POCKET UNDER
I SEPARATEAPPROVAL
I TO BE REVIEWED BY
I BUILDING OFFICIAL
X
z
v7
�
II
POCKET UNDER
SEPARATE APPROVAL I
TO BE REVIEWED BY
BUILDING OFFICIAL
I 6" MAX
I
— _ _ — — — — — —
SERIES 120 ALUMINUM SLIDING GLASS DOOR NON -IMPACT 2. 3, & 4 TRACK (PIXXIP)
EXTERIOR VIEW
FINLESS& FLANGE INSTALLATION WRH HOOK STRIP
WITH STANDARD SILL WITH 2 SB' & 312' SILL EXTENDERS
DESIGN PRESSURE RATING I IMPACTRATING r
ESIGN PRESSURE RATING IMPACTRATING
+25.0%55.OPSF NONE 3550PSF NONE
WHERE WATER PENETRATION RESISTANCE IS REQUIRED WHERE WATER PENETRATION RESISTANCEIS REOUIREI
WITH STANDARD SILL 28:8' & 312'SILL EXTENDERS
DESIGNPRESSURERATING IMPACTRATING
355.OPSF NONE
NOTES:
1. MAXIMUM PANEL SIZE: 4 &V'x 9312' WHERE WATER PENETRATION RESISTANCE IS NOTREQUIRED
2. MAXIMUMD.L0.:40548'x851&'
...JD SILL (2) ANCHORS
PER LOCATION. SEE CHARTS $1
FOR NUMBER OF LOCATIONS
#2 & #3
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
ELEVATION
mxA uo.
08-03087
NTS o"E 04/18/17 "-3 OF 24
NC2T023
SIGNED:
Luis R. Lomas P.E.
FL No.: 62514
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LAYOUTS SHOWN AS REFERENCE ONLY.
PANELS MAYBE MIXED & MATCHED AS
NECESSARY
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - NON -IMPACT
PLAN VIEWS
1A.R. I 08-03087 L - A
Eou NTS mm O4/18/17 s"4 OF 24
10.9EW D£DRI
0.90bBB-0609
SIGNED: 0611412017
Luls R. Lomas P.E.
FL No.: 62514
REVISIONS
F 5/8' MIN. RIX OMCRIMN MlE APPROVED
WOOD FRAMING I EDGE DISTANCE
OR 2X BUCK
BY OTHERS
1 3/8" MIN.
EMBEDME_---J T 1 3/8" MIN. I.. 1 SHIM
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S' JI EMBEDMENT I SHIM SPACE
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$14 WOOD SCREW
#14 WOOD 00MTERIOR
SCREW
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INTERIOR OR 2X BUCK
BY OTHERS
EXTERIOR NOTES:
1. INTERIORANDEXTERFINISHES, BY OTHERS.
NOTSHOWNFORCLARITY. 2. DESIGNED INACCORDANC WITBYOMM1 iO BE BACKER ROD
DESIGNED fNACCORDANCE WITHASTM E2112 &APPROVED
SEALANT JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X BUCK INSTALLATION
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED 1/4MAX.
SEALANT SHIM SPACE
SIGNED: 06/14/2017
1 3/e" MIN M 650 WINDOWS AND DOORS LLC ``\\J\5 it.. �/O�''''/'
ENT GRATZ. PA 17030 ` �r••VNGE NSF•9tP i
SERIES 120/130/140 ALUMINUM SLIDING *� 0 61 fY
WOOD FRAMING GLASS DOOR — NON —IMPACT
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OR 2% BUCK 2 TRACK FINLESS INSTALLATION DETAILS TAT OF 5/B' MIN _ �7D . L4`
EDGE DISTANCE oRAwx: Ma No. RN �''O[ORID1;•�
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VERTICAL CROSS SECTION sP.,� NTs D"E D4/18/17 SHEU57 OF 24
WOOD FRAMINGOR2X BUCKINSTALLATION
LROBERTOLOMASP.E Lufs R. Lomas P.E.
ICU? WODDFORORD LEMSVIL .. NC27= FL No.: 62514
4N-6884609 rlfomas@4lomaspe
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
5/B" MIN.
EDGE DISTANCE
1/4" MAX. J S.
u
SHIM SPACE MIN.
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SSMS OR
SELF DRILLING
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#14 SMS OR
SELF DRILLING
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INTERIOR
RLNSIONS
DMCRD GN um MPFMm
L. 1/4' MAX.
SHIM SPACE
INTERIOR
EXTERIOR
NOTES:
1. INTERIORANDEXTERIORFINISHES. BYOTHERS,
METAL
STRUCTURE
BY OTHERS
NOTSHOWNFORCLARII Y.
2. PERIMETERANDJOINTSEALANTBYOTHERS TOBE
DESIGNED INACCORDANCE MTHASTME2112
BACKER ROD
& APPROVED JAMB INSTALLATION DETAIL
#14 SMS OR
SEALANT METAL STRUCTUREINSTALLATION
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
_T MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/13D/140 ALUMINUM SLIDING
METAL GLASS DOOR — NON —IMPACT
STRUCTURE 2 TRACK FINLESS INSTALLATION DETAILS
BY OTHERS 5/e' MIN.
EDGE DISTANCE Rw.wN: mvs No.
A.R. 08-03087
VERTICAL CROSS SECTION sou NTS wTE 04/18/17 5NEU 6 OF 24
METAL STRUCTURE INSTALLATION
SIGNED: 0611412017 1
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY -�
BY OTHERS
OPTIONAL 1X BUCK-�
SEE NOTES 3 - 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
2 3/16' MIN 1 7/8' MIN L
SEPARATION EDGE DISTANCE
.
6
a
1/4' TAPCON
1 1/4" MIN.
EMBEDMENT
1 7/8"
MIN.
EDGE
DISTANCE
2
1/4" TAPCON v
EXTERIOR II II II II INTERIOR
CONCRETE/MASONRY °
BY OTHERS a.8'
OPTIONAL 1X BUCK
SEE NOTE 3 - 7
SHEET 1
1/4' TAPCON
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1 ll I u 1/4• MAX.
LL JI SHIM SPACE
1 1/4' MIN
EMBEDMENT
a`
2 3/16" MIN 1 7/8' MIN
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETE/MASONRY INSTALLATION
Rebus
DE9CUPIIDN
/4" MAX.
SHIM SPACE
BACKER ROD
& APPROVED
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DATE I A I`R D
INTERIOR
EXTERIOR
JAMS INSTALLATION DETAIL
CONCRETEWSONRY INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARTTY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WITHASTM E2112
SIGNED: 0611412017
MI WINDOWS AND DOORS LI C uwwa•
680 WEST MARKET STREET
'
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
�#
GLASS DOOR - NON -IMPACT
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2 TRACK FINLESS INSTALLATION DETAILS
DRAwu:
Owv uD.
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A.R.
D8-D3087
-
sr." NTS jsaE 04/18/17 sNEET7 OF 24
L ROB
ERTO LOMAS RE Luis R. Lomas P.E.
102 WCOOFORD RD LEWISWLLE NC 2] 62614
d8d688-0609 rllOmes[ilrbmaspecom
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
5/B"
MIN.
EDGE
DISTANCE
#14 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
I. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARI Y.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE KITHASTM E2112
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
FSHIM SPACE
'13/8" MIN
EMBEDMENT
5/8' MIN _
EDGE DISTANCE
VERTICAL CROSS SECTION
WOOD FRAMINGOR2X BUCK INSTALLATION
MIN.
BACKER ROD
& APPROVED
SEALANT
RLVISIONS
DOOM"IDN
1/4" MAX.
SHIM SPACE
mm I RPPR D
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMING OR 2X SUCKINSTALLATION
SIGNED: 06/14/2017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
3 TRACK FINLESS INSTALLATION DETAILS
DRAwu: M ND.
A.R. D8—D3087
NTS o"�s 04/18/17 s"MB OF 24
L ROBERTO LOMAS P.E
IM WOODFOBDRD LEWISVILLE, NC270M
Luis R. Lomas P.E.
FL No.: 62514
RMSIONS
MIN. atv ocscawnou waE nPRaovm
EDGE GE D DISTANCE
METAL
STRUCTURE 1/4" MAX
BY OTHERS SHIM SPACE
BACKER ROD 1/4" MAX. INTERIOR
& APPROVED SHIM SPACE 5/8"
SEALANT MIN.
EDGE
DISTANCE
#14 SMS OR
SELF DRILLING
SCREW
#14 SMS OR EXTERIOR
SELF DRILLING
SCREWS
INTERIOR
METAL
EXTERIOR
STRUCTURE
NOTES: BY OTHERS
1. INTERIOR AND EXTERIOR FINISHES. BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMETERANOJOINTSEALANTBY OTHERS TORE
DESIGNED IN ACCORDANCE WITH ASTM E2112
SMS OR
SELF DRILLING
SCREW
SILL TO BE SET BACKER ROD
IN A BED OF & APPROVED
APPROVED SEALANT SEALANT JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
BACKER ROD
& APPROVED
SEALANT 1/4" MAX.
F SHIM SPACE SIGNED: 0611412017
METAL J
STRUCTURE 5/e" MIN.
BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTUREINSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
3 TRACK FINLESS INSTALLATION DETAILS
oxo uo.
08-03087
NTS 04/18/17 9 OF 24
L RDBERTOLOMAS P.E.
1C WOODFpRDRDLEWISVIUZNC2lpL'
dS4dBB0609 nbmaz@Mwnazperom
Luis R. Lomas P.E.
FL No.: 62514
4 7/16" MIN_
1 7/8" MIN. L
SEPARATION
EDGE DISTANCE
CONCRETE/MASONRY
A• •••
_
e
BY OTHERS
°
°
1 1/4" MIN.
44. .
: •.. • •
EMBEDMENT
OPTIONAL 1X BUCK
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,a
SEE NOTES 3 — 7
—1
SHEET 1
—�
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^
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OPTIONAL 1X BUCK
SEE NOTE 3 — 7
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1 1/4" MIN.
EMBEDMENT
1 7/8-
MIN.
EDGE a
DISTANCE
L
11 ({� ` 1/4" TAPCON4Y9
NOTES.
f. INTERIORAND EXTERIOR FINISHES, BYOTHERS, '
NOTSHOWNFORCLARIT .. 4
2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE MIN . b'•o
DESIGNED INACCORDANCEWIMASMM12 SEPARATION
EXTERIOR INTERIOR •'O
1/4" TAPCON
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
VERTICAL CROSS SECTION
CONCRET&MASONRY INSTALLATION
1/4" MAX.
SHIM SPACE
1 1/4" MIN
EMBEDMENT
1/4" TAPCON "
el
CONCRETE/MASONRY
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OPTIONAL 1X BUCK J
SEE NOTE 3 — 7
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RMSIONS
(lmksI ON
1/4" MAX.
SHIM SPACE
BACKER ROD
& APPROVED
SEALANT
.% I MPR(Mb
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
CONCRETFJMASONRYINSTALLATION SIGNED: 0611412017
MI
OSTOREET RS LLC
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660DOWsWEST MARKET
511�11110O
GRATZ, PA 17030
`�� •yXO ENS�;'9j+
SERIES 120/130/140 ALUMINUM SLIDING
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GLASS DOOR — NON —IMPACT
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L RMERTO LOMAS RE
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Luis R. Lomas P.E.
FL No.: 62514
434E33-0609 NamaW#bmasp .
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
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1 3/8" MIN.
EMBEDMENT
5/�
M�
N.
EDGE
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SCREW
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NOTES.
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARlT
2. PERIMETERANDJOINTSEALANTBYOTHERS TORE
DESIGNED INACCORDANCE WITH ASTM E2112
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4• MAX.
SHIMSPACE I`
7 ve MIN
EMBEDMENT
5/8. MIN
VERTICAL CROSS SECTION EDGE DISTANCE
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RmslouS
DMCR0 N
_ 1/4" MAX.
SHIM SPACE
Mw I MPR
INTERIOR
EXTERIOR
BACKER ROD JAMB INSTALLATION DETAIL
& APPROVED WOOD FRAMING ORZX BUCK INSTALLATION
SEALANT
SIGNED., 0611412017
MI WINDOWS AND
OSTTREET ORS LLC
IR IICO
HMARKET
50 WEST M
S AXX'
GRAB, PA 17030
`may •*NGEH6F.'9ji
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08
Luis R. Lomas P.E.
5033087
DA1B
NTS 04/18/17 11 OF 24
LROBERTOLOMASP.E.
fE32V DRCRDRDLEWISVILLENC2M3
AW{BB-9699 rllomas@IMmaspe nun
FL NO.: 82514
REVSLNS
5/B` MIN. RW 06CRIPIION M1E MpRpVF➢
EDGE DISTANCE
.I III... 1/4" MAX.
METAL SHIM SPACE
STRUCTURE
BY OTHERS 5/8" INTERIOR
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& APPROVED SHIM SPACE DISTANCE
SEALANT
#14 SMS OR
SELF DRILLING #14 SMS OR EXTERIOR
SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
EXTERIOR INTERIOR BY OTHERS
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
5/8" MIN.
VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTURE INSTALLATION
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
NOTSHOWNFORCLARITY.
2. PERIMETER AND JOINTSEALANTBY OTHERS TO BE
2 DESIGNED INACCORDANCE WIT14ASTM E2112
JG
ALL TO BE SET `
J A BED OF
APPROVED SEALANT BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
4 TRACK FINLESS INSTALLATION DETAILS
GWG N0.
08-03087
NTS DAZE 04/18/17 lsRU 12 OF 24
LROSERTOLOMRSA.E
14R2WWDR)Ra ROLEWISVXUF,, NC27WJ
4245 609 4bmas@Irbmaspe.mm
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7�
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
OPTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET i
4 7/16" MIN_ 1 7/8" MIN.
SEPARATION EDGE DISTANCE
EXTERIOR
1 1/4" MIN.
EMBEDMENT
I
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I 11711 SHIM"SPAC
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::a•
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIT14ASTM
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INTERIOR
1/4" TAPCON
CONCRETE/MASONRY •'
BY OTHERS a
1/4" TAPCON�
SILL TO BE SET
< BACKER ROD
IN A BED OF
& APPROVED
APPROVED SEALANT
OPTIONAL 1X BUCK SEALANT
SEE NOTE 3 — 7
SHEET 1 JAMB INSTALLATION DETAIL
CONCRETFJMASONRY INSTALLATION
1/4" MAX.
SIGNED: 0611412017
SHIM SPACE
MI
WINDWS AND
650 WEST MARKETSTR ET
``\\�\S�Vt.ILo�7jA�.
GRATZ, PA 17030
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NTS O4 18 17 13 OF 24
EDGE DISTANCE
L. ROBERTO LOMAS RE
14 WOODFORD RD LEWISVXL.. NC2)
LUIS R. Lamas P.E.
0$a-6660609 rllanas@TNomsspe.rom
FL No.: 82614
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
INTERIOR
(STANCE
REV
MIN.
rIE�JT
�—F
1 3/B" MIN.
J
EMBEDMENT
5/B"
MIN.
EDGE
:REW
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#14 WOOD J
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
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NOTS QWNDEXTERIOR
NOIMETER
2. NDJ0INTSE TO BE BACKER ROD
DESIGNED INACCORDANC 1417HA TMOTHERS
DESIGNED IN ACCORDANCE WRH ASTM E2112
& APPROVED
SEALANT
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
�" MIN
EMBEDMENT
WOOD FRAMING
OR 2X BUCK 5/e" MIN
BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE
WOOD FRAMING OR2X BUCKINSTALLATION
RNSION
D6GtIMN
L. 1/4" MAX.
I SHIM SPACE
a�RE I ARPRDVED
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
WOOD FRAMINGOR 2X BUCKINSTALLATION
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDII
GLASS DOOR - NON -IMPACT
2 TRACK FLANGE INSTALLATION DETAI
DTMW : DwG ND.
A.R. 08-03087
"• R NTS I Mn 04/18/17 ISHEU14 OF
L ROBERTO LOMAS P.E.
1432 WOODFORDRD L MSVIL .. NO2M23
A3 683 so3 rlbmn@ftmaspe..
SIGNED: 0611412017
Luis R. Lomas P.E.
FL No.: 62514
METAL
STRUCTURE
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
F_____q 5/8" MIN.
EDGE DISTANCE
1/4" MAX. I ��
SHIM SPACE 5/8"
MIN.
EDGE
DISTANCE
SMS OR
SELF DRILLING
SCREW
#14 SMS OR
SELF DRILLING
SCREWS
INTERIOR
EXTERIOR
NOTES: METAL
STRUCTURE
1. INTERIOR FINISHES SV OTHERS, BY OTHERS
NOTSHOWNFOR OINTSY.
2. DESIGNED INACCORDANC LANT BY OTHERS TO BE BACKER ROD
DESIGNED INACCORDANCE ASTM E2112 & APPROVED
SEALANT
#14 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
METAL J
STRUCTURE 5 8 MIN.
BY OTHERS VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTURE INSTALLATION
1/4" MAX.
SHIM SPACE
RMIONS
DMMc ON
—.I 1/4" MAX.
�I SHIM SPACE
11
mm I a2vR D
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTUREINSTALLATION
SIGNED: 0611412017
MI WINDOWS AND OORS LLC
III I IL/o
650 WEST MARKET STREET
\S
GRATZ, PA 17030
'`'y •*\DENy�FC9ji
_ *� o
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON—IMPACT
2 TRACK FLANGE INSTALLATION DETAILS
r -$TAT OF W
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Luls R. Lomas P.E.
FL No.: 62514
NTS onl2 04/18/17 sxaT BS OF 24
LROBERNLOMASP.E
IA WODDFDRDRD IEWISVILLE. NC27023
C3C-6B8-0609 rlbmaz@Momazpe.mm
2 3/16" MIN 1 7/8" MIN.
R 6NN5
SEPARATION EDGE DISTANCE r aLv oLscRivnox our nvvawRo
CONCRETE/MASONRY .a
Y OTHERS ° v,•a °• 1 1/4" MIN. 1 1/4" MIN.
EMBEDMENT EMBEDMENT _ 1/4" MAX,
OPTIONAL 1X BUCK
SHIM SPACE
SEE NOTES 3 — 7
SHEET 1
1 7/B INTERIOR
BACKER ROD 1/4" MAX. MIN. <•
& APPROVED SHIM SPACE EDGE
SEALANT DISTANCE r.v .•.
0 3 I
•`d
1/4" TAPCON
2 3/16" .° d
MIN
SEPARATION EXTERIOR
1/4" TAPCON
INTERIOR / •'°
EXTERIOR CONCRETE/MASONRY) '`•'''•
BY OTHERS
OPTIONAL 1X BUCK BACKER ROD
SEE NOTE 3 — 7 & APPROVED
SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
1/4" TAPCON CONCRETEMASONRY INSTALLATION
SILL TO BE SET
IN A BED OF NOTES:
APPROVED SEALANT 1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOT SHOWN FOR CLARITY.
2. PERIMEiEI? NDJOINTSEALANTBYOTHERS TOBE
DESIGNED INACCORDANCE WITHASTME2112
BACKER ROD 1/4" MAX
& APPROVED SHIM SPACE SIGNED: 0611412017
SEALANT
MI 650DOWT MARKET
DOORS REET LLC `\```\S ilRII1C
OPTIONAL 1X BUCK � GRATZ, PA 17030 `�•��GENS�'9jif
SEE NOTE 3 — 7 SERIES 120/130/140 ALUMINUM SLIDING *• p
SHEET 1 a'�" 1 1/4• MIN GLASS DOOR — NON —IMPACT �(
4 `'• .a EMBEDMENT 2 TRACK FLANGE INSTALLATION DETAILS ,A • $TAT OF tv`
TE
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OTHERS • 2 3/16" MIN 1 7/8" MIN SMEA.R. NTS °nTc 04/16/17 08-0308 6 OF 24 ��ssigNA11ENQi
SEPARATION EDGE DISTANCE
WSRE
VERTICAL CROSS SECTION DL. FODRTO SVILE. Luis R. Lomas P.E.
tAA2 WDODFORD RD LLWISVILLE NO 2lg23
CONCRETFL No.: 62514 E/HIASONRYINSTALLATION e3e�seBabrog manaz@�4romaspe.com
I WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
EXTERIOR
MCI
c/D• ,Du
CE
1 3/6" MIN.
EMBEDMENT
5/IB"
MIN.
EDGE
DISTANCE
#14 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIORAND EXTERIOR FINISHES, SYOTHERS,
NOTSHOWN FOR CLARITY.
2 PERIMETERANDJOINTSFALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WIMASTM E2112
#14 WOOD SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4" MAX.
SHIM SPACE
" MIN
EMBEDMENT
VERTICAL CROSS SECTION 5/8" MIN
EDGE DISTANCE
WOOD FRAMING OR2 BUCK INSTALLATION
RDOSIONS
DMCRWMN
1/4" MAX.
SHIM SPACE
mm I MPRW
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALJAMB INSTALLATION DETAIL
ANT ANT
WOOD FRAMINGOR2X BUCKINSTALLATION
SIGNED: 0611412017 1
MI �LLC
AARKE
S IR II!!%7j��i
650 WEST STR
GRATZ, PA 17D30
J r••yNGEHSF"9j1��
f�*�961 *'
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR —NON—IMPACT
3 TRACK FLANGE INSTALLATION DETAILS
�
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08
'A77SI11I 111110?\```
Luis R. Lomas P.E.
FL No.: 62514
NTS °A1E o4/16/17 sOm 17 OF 24
LROBERTOLOMASRE
10.92WDODFORDRDL SVILCE,NO27023
A1003 niDmasLanbme:ce rom
5/8" MIN.
EDGE DISTANCE
METAL
STRUCTURE
BY OTHERS
BACKER ROD ^ ^^ply^ 1 SHIM
MAC.
& APPROVED ^f Ic nJll `c �J SHIM SPACE
SEALANTn
#14 SMS OR
SELF DRILLING
SCREW
INTERIOR
EYTERIOfl I
I I I
NOTES:
1. INTERIORAND EXTERIOR FINISHES. BY OTHERS.
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WITH ASTM E2112
#14 SMS OR
SELF DRILLING
SCREW
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
BACKER ROD
& APPROVED
LJ
SEALANT
1/4" MAX.
F SHIM SPACE
-�
11 r
METAL
STRUCTURE 5/B" MIN.
BY OTHERS EDGE DISTANCE
VERTICAL CROSS SECTION
METAL STRUCTURE INSTALLATION
5/
MIN.
EDGE
DISTANCE
L
#14 SMS OR
SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
BACKER .._
& APPROVED
SEALANT
REVISIONS
DMORIMON
.7 1 MPROVEO
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0611412017 1
MI ROWS LLC
650 WEST MARDET oORS REET
````,\SV11�TI1`J0/''/,
GRATZ, PA 17030
`��.••�\GFt",
*• o
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR - NON -IMPACT
FLANGE INSTALLATION DETAILS
•C
3 TRACK
E
�gf , TAT OF
No W.
RLY
OB
IOIIIAi
Luis R. Lomas P.E.
FL No.: 62514
TUTS — 04/18/17 s0--ia OF 24
LROBERTOLOMASP.E
1a92 FORDRDLEWISVILLENC=29
a 4IRIN)np 4loma @I&mas wm
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK
SEE NOTES 3 — 7
SHEET 1
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
4 7/16" MIN_ 1 7/8- MIN. L
SEPARATION EDGE DISTANCE
n° a.
° ; a 1 1/4" MIN.
e .,. °a• :o:^.. EMBEDMENT
4
1/4" MAX.
SHIM SPACE
1/4` TAPCON
1
I xErsiDxs �
sE I DESMMOu I Mn I °ram
1 1/4" MIN.
EMBEDMENT
7/8"
MIN. y
EDGE
DISTANCEn .:
'a
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BYOTHERS,
4 7/16"
r
NOTSHOWNFORCLARITY.
MIN
N'
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
SEPARATION
DESIGNED INACCORDANCE WITHASTME2112
INTERIOR
EXTERIOR
1/4" PCON
SILL TO BE SET
o IN A BED OF
APPROVED SEALANT
SHIM SPACE
OPTIONAL 1X BUCK
SEE NOTE 3 — 7 e
SHEET 1 1 1/4" MIN
-aa . EMBEDMENT
e
CONCRETE/MASONRY 4 7/16- MIN ° 1 7/8" MIN
BY OTHERS SEPARATION EDGE DISTANCE
1/4" TAPCON
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUCK -
SEE NOTE 3 — 7
SHEET 1
1/4" MAX.
Ir SHIM SPACE
INTERIOR
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
JAMB INSTALLATION DETAIL
CONCRETEMASONRY INSTALLATION
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
3 TRACK FLANGE INSTALLATION DETAILS
M NO.
08-03067
NTS DATE 04/18/17 -EET 19OF 24
L BBBERTD LOMAS P.E
10. WOODRORD RDL XVILLE, NC 2M0
036688-0609 DIOmaS@4bmasps.com
Luis R. Lomas P.E.
FL No.: 62514
WOOD FRAMING
OR 2X BUCK
BY OTHERS
BACKER ROD
& APPROVED
SEALANT
EXTERIOR
BACKER ROD
& APPROVED
SEALANT
WOOD FRAMING
OR 2X BUCK
BY OTHERS
c la ,nu
CE
1 3/13" MIN.
EMBEDMENT
5/ "
MIN.
EDGE
DISTANCE
#14 WOOD
SCREW
WOOD FRAMING
OR 2X BUCK
BY OTHERS
NOTES:
1. INTERIORAND EXTERIOR FINISHES, BY OTHERS,
NOTSHOWNFORCLARITY.
2 PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE NRHASTM E2112
#14 WOOD SCREW
r SILL TO BE SET
IN A BED OF
I APPROVED SEALANT
5/6" MIN
VERTICAL CROSS SECTION EDGE DISTANCE
WOOD FRAMING OR 2X BUCK INSTALLATION
1/4" MAX.
SHIM SPACE
�T_13/i MIN
EMBEDMENT
RUSIONS
0MCR..R
_ 1/4" MAX.
SHIM SPACE
Mn I a PR o
INTERIOR
EXTERIOR
BACKER RODS ,IAMB INSTALLATION DETAIL
& APPROVED WOODFR4MINGOR2XBUCKINSTALLATION
SEALANT
SIGNED: 0611412017
MI WINDOWSLLC
IIRIILL'.
650 MARKETSTREEToORS
REET
\```J\S
E
GRATZ, PA 17030
` r••�XG NSF;.,p
= *• 0„6A'51 *�
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
4 TRACK FLANGE INSTALLATION DETAILS
�57 �• TAT OF 0�
•[ORIOQ:•�
ow3 u9.
Rt
OB DD3DB7
Luis R. Lomas P.E.
FL No.: 62514
NTS °A� 04/18/17 OF 24
L. ROBERTO LOMRS P.E.
I4 WOODTORD RDLEMSVILLE, Its
C9L8 609 sllomatCd4bmasce.wm
ME
STRUCTL
BY OTHE
I BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
METAL
STRUCTURE
BY OTHERS
5/8" MIN.
EDGE DISTANCE
5/8" u
MIN.
T4. MAX EDGE
IM SPACE DISTANCE
SMS OR
DRILLING #14 SMS OR
N SELF DRILLING
SCREWS
5/8" MIN. _I
VERTICAL CROSS SECTION EDGE DISTANCE
METAL STRUCTURE INSTALLATION
METAL
STRUCTURE
BY OTHERS
NOTES:
1. INTERIOR AND EXTERIOR FINISHES, BYOm ERS
NOT SHOWN FOR CLARITY.
2. PERIMETERANDJOINTSEALANTBYOTHERSTOBE
DESIGNED INACCORDANCE WRHASTM E2112
JG
;ILL TO BE SET
I A BED OF
APPROVED SEALANT BACKER ROD
& APPROVED
SEALANT
1/4" MAX.
SHIM SPACE
BEVSNxS
o¢exianox
-� I. 1/4" MAX.
SHIM SPACE
D4 [ I opo
INTERIOR
EXTERIOR
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLATION
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
4 TRACK FLANGE INSTALLATION DETAILS
sws xo.
O8—D3087
TUTS o"� 04/18/17 IME021 OF 24
L. ROBERTO LOWS RE
I=WOODFORD RD LEMSVILLE, NCV023
Luis R. Lomas P.E.
FL No.: 62514
CONCRETE/MASONRY
BY OTHERS
OPTIONAL 1X BUC
SEE NOTES 3 —
SHEET
BACKER ROD
& APPROVED
SEALANT
BACKER ROD
& APPROVED
SEALANT
PTIONAL 1X BUCK
SEE NOTE 3 — 7
SHEET 1
CONCRETE/MASONRY
BY OTHERS
4 7/16• MIN_ 1 7/e' MIN. L
SEPARATION EDGE DISTANCE
t-1
EXTERIOR
1 1/4' MIN.
EMBEDMENT
I
L
4' MAX.
IM SPACE
TAPCON
1 1/4' MIN.
EMBEDMENT
T--
1 7/
MIN.
EDGE
DISTANCE
4
TERIORAND EXTERIOR FINISHES, BYOTHERS.
1TSHOWNFORCLARITY.
RIMETERAND JOINT SEALANTBYOTHERS TO BE
'SIGNED INACCORDANCE WITHASTM E2112
INTERIOR
1/4' TAPCON
SILL TO BE SET
IN A BED OF
APPROVED SEALANT
1/4' MAX.
SHIM SPACE
... ° .' '"A `•. ° 1 1/4" MIN
EMBEDMENT
a
4 7/16' MIN_ 1 7/13' MIN _I
SEPARATION EDGE DISTANCE
VERTICAL CROSS SECTION
CONCRETEMWSONRYINSTALLATION
REV15RlN3
REV 06CMIMON MR MPRpVEp
.. 1MAX.
SHIM
SPACE
0'
INTERIOR
j
•a
v
EXTERIOR
.4
1/4' TAPCON
CONCRETE/MASONRY
'
s
A
BY OTHERS
OPTIONAL 1X •BUCK BACKER ROD
SEE NOTE 3 — 7 & APPROVED
SHEET 1 SEALANT
JAMB INSTALLATION DETAIL
CONCRETEJMASONRY INSTALLATION
SIGNED: 0611412017
ANDDOORS
MI WINDOWS650 RETLLC
WEST STREET
T
GRATZ, PA 17030
`\\\�`Si1t.. L � '
`�v; �AGENSF;gaP
SERIES 120/130/140 ALUMINUM SLIDING*•
0„81?51�1'#=
GLASS DOOR — NON —IMPACT
4 TRACK FLANGE INSTALLATION DETAILS
%F • STATE OF{�,
ORO NO.
aEv
08 0306'
Fss ONAj1��G\E`���
NTS a^m 04/18/17 OF 24
1492 WODOFORD RD L SVILLE, NC 27023 I Luis R. LOQIDS P.E.
a3 O-mo nmma:Ca4lomesve.mm FL No.: 52514
lqr
1 3/8• MIN.
RMWNS
1 3/8• MIN.
EMBEDMENT
ren D¢caimoN ws •vaamrto
EMBEDMENT
WOOD FRAMING
NOTES:
OR 2X BUCK
#14 WOOD
WOOD FRAMING
1, INTERIORAND EXTERIOR FINISHES, BY OTHERS,
BY OTHERS
SCREW
OR 2X BUCK
NOTSHOWNFORCLARITY.
BY OTHERS
2.PERIMETERANDJOINTSE4L4NTBYOTHERSTOBE
DESIGNED IN ACCORDANCE WI TH ASTM E2112
#14 WOOD
SCREW
5/8" MIN.
5/8• MIN.
EDGE
EDGE
HOOK STRIP
HOOK STRIP
INTERIOR
INTERIOR
PANEL INTERLOCK
PANEL INTERLOCK
EXTERIOR
HOOK STRIP (M-2533) INSTALLATION
2X BUCMWD FRAMING
METAL STRUCTURE
BY OTHERS
#14 SELF DRILLING
EXTERIOR
HOOK STRIP (M-2534) INSTALLATION
2X BUCKAYOOD FRAMING
METAL STRUCTURE
BY OTHERS
#14 SELF DRILLING-\F
SCREW
SCREW 5/8- MIN.
EDGE DISTANCE
HOOK STRIP HOOK STRIP
INTERIOR
I�1 INTERIOR
PANEL INTERLOCK
MIN.
PANEL INTERLOCK
EXTERIOR EXTERIOR
HOOK STRIP (M-2533) INSTALLATION HOOK STRIP (M-2534) INSTALLATION
METAL STRUCTURE METAL STRUCTURE
SIGNED: 0611412017
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ, PA 17030
`�v,•y�G E Ili&
fi*! p•.6�51 �F
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
— (r��S',p�
HOOK INSTALLATION DETAILS
p TAT DF •h
•[OROV
DUWN:
M5 No.
aLv
08
//7jSS1/1NAill0aG```
LDIS R. LDITGS P.E.
FL No.: 62514
--23 OF 24
saaE NTS o"E 04/18/17
LROBERTOLOMASP.E
IG32WOODFDRDRDLEMSVXLENO2J
0.34i'BBW'09 rllwnu@GbmasPo.rom
1 1/4" MIN.
1 1/4" MIN.
EMBEDMENT
7X BUCK BY OTHERS,
EMBEDMENT
1X BUCK BY OTHERS,
IX BUCK TO BE
° E
1X BUCK TO BE
a
PROPERLY SECURED
PROPERLY SECURED
a CONCRETE
MASONRY/CONCRETE
1/4" TAPGON
BY OTRYRS
1/4" TAPCON
BY OTHERS
MIN.
HOOK STRIP
'
ea •.
HOOK STRIP
`'g EDGE DISTANCE
.
1 3/4" MIN.
•
EDGE DISTANCE
I�
INTERIOR
INTERIOR
EXTERIOR
HOOK STRIP (M-2533) INSTALLATION
MASONRY/CONCRETE
H—F3/4•
3 1/2"
3 112" SILL EXTENDER
ALUMINUM 6063-T5.062'THICK
PANEL INTERLOCK
EXTERIOR
HOOK STRIP (M-2534) INSTALLATION
MASONRY/CONCRETE
�F3/4"
I�
2 5/8"
2 5/8"SILL EXTENDER
ALUMINUM 6063-T5.062'THICK
RL slows
DESCRI"ON
MI WINDOWS AND DOORS LLC
650 WEST MARKET STREET
GRATZ. PA 17030
SERIES 120/130/140 ALUMINUM SLIDING
GLASS DOOR — NON —IMPACT
SILL RISER DETAILS
DRAWN: DRO NO.
A.R. 08-03087
S NTS a`1E 04/18/17 ISHEU24 OF 24
LROBER OLOMASP.E
1A WODDFORDRDLEMSWLLE.NC2M23
<3 880609 8l.@IHOmwx.
DAM I MpR
SIGNED: 0611412017
Luis R. Lomas P.E.
FL No.: 62514
1
5/17/2019 Florida Building Code Online
Bets Home I Login User Re91stratim Hot Topics Submit Surcharge I StatsaFacts I Publications I Contact Us I BCISSIte Map I Links I Search i
d FI��3 r
i° Product Approval
yya USER: Public User
aiaJrit''L•v
Il4ggLLRpraval Menu > Product or Apolicetlon Search > aRMicatlen Lis [ > pppllwtlon Detail
t FL # FL22270-R1 ^
Application Type Revision SHOP STAMP REVIEW Iota/Plan Eden
Code Version 2017 �
Applicatlon Status Approved Review is for general compliance with the Construction Documents.
Responsibility for correctness of dimensions, details, quantities and safety
during fabricadon Iles solely with the contractor.
Comments D4 No Exceptions Taken RevlewedBy: DawnBoggio-Korbelak
Archived 0 CI Rejected:
Product Manufacturer Eastern Metal Supply 11/26/19
Address/Phone/Email 4268 Westroads Drive
West Palm Beach, FL 33407
(800)432-2204
Irodrlguez@easternmetai.com
Authorized Signature BIII Feeley
Irodriguez@easternmetal.com
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category Shutters
Subcategory Storm Panels
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
€ l Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Hermes F. Norero, P.E.
Evaluation Report
Florida License
PE-73778
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2019
Validated By
John Henry Kampmann Jr.
?� Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL22270 RI COI COI EMS SS 2017-04-13.odf
Standard
ASTM E1886
ASTM E1996
ASTM E330
TAS 201, 202, 203
MOO c*0114
Year
2002
2005
2002
1994
httpsJ/Boridabuilding.org/prlpr app dl1.aspx7pamm=wGEVXQwtDquYPIHVaBbgMQa%2bmWO28hVEGOsWa/o2fk8ekdA9A3HKfvznAb/o3d%3d
1/2
5/17/2019
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
10/20/2017
10/20/2017
10/25/2017
12/12/2017
FL At
Model, Number or Name
Description
22270.1
28 Ga. Storm Panel
28 Gauge Galvanized Steel Storm Panel
Limits of Use
Installation Instructions
Approved for use In HVHZ: Yes
Fi 22270 RI II EMS004 HVHZ SS 2017-10-19 PA
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, P.E. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Drawing, EMS004, and Product
FL22270 RI AE PER5154 SS 2017-10-19 pdf
Evaluation Report, PER4783, for allowable spans, loads,
Created by Independent Third Party: Yes
Installation options, and limits of use.
222Z0 2
2.8 suge Gale ized Stea o - .
.,8 u Ga V zsd S def Storm Pig I yyt Zon 3 I act
f'a : C! and a a rated
ratetl
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Limits of Use
Installation Instructions
Approved for use in HVHZ: No
FI 22270 RI 11 EM5005 WZa 55 2017.10-19 1&
Approved for use outside HVHZ: Yes
Verified By: Hermes F. Norero, RE. Florida P.E. 73778
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: N/A
Evaluation Reports
Other: See Installation Drawing, EMS004, and Product
Fi 22270 Rl AE PERS155 SS 2017-10.19 pdf
Evaluation Report, PER4783, for allowable options, and limits of
Created by Independent Third Party: Yes
use.
Dnck Neat
Contact Us :: 2601 WafrStone Road Tallahassee R 32399 Phone: 850-487-1824
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Product Approval Adepts:
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