WS-17-1627 (2)Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
FLDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL PUBLIC WORKS
JOB ADDRESS: ( V'%
RECEIVED.
AUG 3 0 1010
S�
FBC 201�A
Master Permit No. �Z` / / —U?zz
Sub Permit No. !k) < — 6 — i 7--zde7
REVISION ❑ EXTENSION RENEWAL
Wv V23u
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores County: Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): i-1��` �' (o,a� ( �►iryl :� f `
Address: IC' � ) U 1-0 _AK ��Z
0
City: State: Zip: 31sf:2 7-
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: lcfi a 7. l(je) S.t'/'l tZA�-:af'0hone#:
Address: _ SAS s k g g _�--i K1ee-�
City: Ybl % ►4+M. & State: i lL Zip:
Qualifier Name: 1 b i a- ✓v► l (� 7y Phone#: 7 ga
State Certification or Registration #: C<�rK� 1 5711 gJ�d Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: p:
Value of Work for this Permit: $ Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New M Repair/Replace Demolition
1, _
,M
1"
Specify color.of color thru tile: '. r
Submittal Fee $ d Permit Fee $ CCF $ CO/CC $
Scanning Fee $ Radon Fee $ DBPR $ Notary $
Technology Fee $
Structural Reviews $
Training/Education Fee $
Double Fee $
Bond $ /
TOTAL FEE NOW DUE $ /�
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City t State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurLiagen (7) days after the building permit is JssueA In the absence of such posted notice, the
inspection will not be ap ed and a reinspec-flbafee will be charged. r�
✓ OWNER or A / CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
day of 20 /8 by 7-7—_ day of „/20 1 by
ho is personally known to l�tw. i �cv jY.l?i , who i rsonally known o
<!�e>r who has produced as me or who has produced as
identification and who did take an oath. identification and who did take an oath.
NOTARY PUBLIC: NOTARY PUBLIC:
Sign: Sign: �'{.� p-�►"^��
Print: � N D GUEZ print:
a s
Seal: - Com^,�ss n # 455 Seal:
My Comm. Expires Sep 11, 2018 ip�`"'•� ;bfic; .3x crFlaida
°�FO�F��` BonoedthroughNationalNotaryAssn. v' } Yueva,-ES"ndeB
+1� AcY C -n C G 234079
APPROVED BY Plans Examiner Zoning
Structural Review
(Revised02/24/2014)
Clerk
2/9/2018 Florida Building Code Online
.w
to 10,
BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts i Publications 1 FBC Staff i BCIS Site Map Links Search
Nr
Product Approval
USER: Public User �.
Product Approval Menu > Product or Apol+cation Search > Apniication List > Application Detail
FL #
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
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL20359-R2
Revision
2017
Pending FBC Approval
• •
••••
••••••
• • •
• • •
•
Mr Glass Doors & Windows Inc.
• • •
•
••••••
•• •
••••••
8120 NW 84th St
•
Medley, FL33166
••••••
•
;••••;
(305) 470-8284
• • • •
• •
• •
ulises@mrglasswindows.com
• 0000 •
•
• • • • • •
• • • • •
••••••
••••
•••••
UlisesSenaris
•• ••
••••
•.
•
ulises@mrglasswindows.com
• • • • • •
•
•
• •
• •
0000
••• • •
• •
•
• •
• • •
• • •
• •
• •
• • •
Windows
Horizontal Slider
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report - Hardcopy Received
)avad Ahmad
PE-70592
Keystone Certifications, Inc.
08/27/2025
Ammad Riaz, P.E.
Validation Checklist - Hardcopy Received
• V It , . .l .- tr-OWNTAYMN-3700M
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquap/o2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzylBAp/o3d%3d 1/2
2/9/2018
Florida Building Code Online
Product Approval Method Method 1 Option D
Date Submitted 01/15/2018
Date Validated 01/16/2018
Date Pending FBC Approval 01/21/2018
Summary of Products
FL #
Model, Number or Name
Description
20359.1
Series MG-300 Aluminum Horizontal
Large missile impact resistant aluminum horizontal sliding
Sliding Window
window.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes /
FL20359 R2 II SS -Series MG-300 Alum Horizontal Sliding
Window (LMI)-2017 DWG W16-26.Ddf
Approved for use outside HVIiZ: Yes
Impact Resistant: Yes
Verified By: ]avad Ahmad PE # 70592
Design Pressure: +90/-140
Created by Independent Third Party: Yes
Other: See attached drawing W16-26 for span vs. load
Evaluation Reports
combination and installation details.
FL20359 R2 AE SS -Series MG-300 Alum Horizontal Sliding
Window (LMI) -PAE 2017.Ddf • • • •
Created by Independent T11ird Party: Yes' .... • • • • • •
20359.2
Series MG-300 Aluminum Horizontal
Small missile impact resistant WI4r9inum tlgriZEgt5l sliding••,;
Sliding Window
window. ***:so • •
Limits of Use
Installation Instructions • • • • • • : 0 0.0
Approved for use in HVHZ: Yes
FL20359 R2 II SS-Serie?tdo-= Alumliofftdal Sliding• •
Approved for use outside HVHZ: Yes
Window MI -2 17 DWG Wl -2 f •
Impact Resistant: Yes
Verified By: Javad Ahmad 592 • • "' • ""'
Design Pressure: +90/-140
Created by Independent Mind "ity: Yes • • • • • • • • •
Other: See attached drawing W16-28 for span vs. load
Evaluation Reports • • • • • • • •
combination and installation details.
FL20359 R2 AE SS -Series MC-3D0 AlurrkHori ontal Slidipg�;,
• • • • • •
Window(SMI) -PAE 2017.D81: '
Created by Independent Third Party: Yes• • • • • •
Back Yext
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
FW ft] r
Credit Card
Safe _
https:ltwww.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqua°/`2flMZ8n5CNatyGogDkVRBfoevySgwKoQNpt2RtzylBAp/o3dg/o3d 2/2
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
January 12, 2018
Product Approval Administrator
Building Codes & Standards Section
Department of Business & Professional Regulations
1940 North Monroe Street, Suite 90 •• •
Tallahassee, FL32399-2100 ••••••
Ref: Mr. Glass Doors & Windows, Inc. • • • •
Series MG-300 Aluminum Horizontal Sliding Window (L.M.I. and S.Mele*000
Certificate of Independence •••...
Dear Sirs,
. .
As the design engineer retained by Mr. Glass Doors & Windows, Inc. on the product referenced
above, I do hereby declare that I do not have and will not have any financial interest in any
company manufacturing or distributing the above referenced product, nor do I have or will have
any financial interest with any other entity involved in the approval process of the product.
Sincerely,
=AH��O �'--
�No 705929'l/Jj�.
p'• ST4t Or:
%��`'•.,OR4�p'G��.` Sealed: 1/12/2018
Javad Ahmad, P.E.
Chief Engineer
9360 Sunset Drive, Suite 2201 Miami, FL 33174 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfaroog0afcene.com
AL-FAROOQ CORPORATION!
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 20359
Date: 01/08/2018
Detailed Product Description:
Manufacturer: MR. GLASS DOORS AND WINDOWS INC.
Manufacturer Address: 8120 NW 84T" STREET, MEDLEY, FL 33166
••••
•0000•
Model Name: SERIES MG-300 ALUMINUM HORIZONTAL SLIDING WINDOW
•
••
•• •
Maximum Width: 126"(XOX) 96"(XO)
• • •
• •
Maximum Frame Height: 74"
• • • •
•
Maximum Load: +90 PSF, -140 PSF (Large Missile Impact)
......
....
Installation Drawines # W16-26
'
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requard-ments. '•
The above maximum parameters do not occur simultaneously.; ••• •
See installation drawings for combination of span vs loads.
Comparative analysis used X Yes No
Mandatory Tests (Tested in accordance with AAMA
101/I.S.2/NAFS/TAS-202)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT
Sealed by
ASTM E283
Air Infiltration
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
Leakage
Laboratory, Inc.
ASTM E331
Water
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
OR ASTM 547 & TAS 202
Penetration
Laboratory, Inc.
ASTM E330
Uniform Static
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
& TAS 202
Air Press.
Laboratory, Inc.
ASTM F 588
Forced Entry
Fenestration Testing
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
Laboratory, Inc.
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
TEST
DESCRIPTION
TEST LOCATION
TEST REPORT
TEST
Test
DATE
REPORT #
Sealed by
FBC 1626.2
Large Missile
Fenestration
03/29/2016
FTL-8856
Idalmis Ortega, P.E.
(TAS 201 & 203)
Impact & Cyclic
Testing Laboratory,
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the
above product conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
N. 70592
Javad Ahmad PE # 70592
AI-Farooq Corporation EB # 3538
' SS�oNA�E`G°°` Sealed: 1/12/2018
9360 Sunset Drive, Ste 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afceng.com I alfarooq@afcene.com
4/12/2018
Florida Building Code Online
BCIS Home I Log In I User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff I BCIS Site Map Links Search
FI l ida :-
Product Approval
P
�1 USER: Public User
Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail
FL #
FL26351
Application Type
New
Code Version
2017
Application Status
Approved
Comments
Archived
Product Manufacturer
Mr Glass Doors & Windows Inc.
Address/Phone/Email
8120 NW 84th St
Medley, FL 33166
(305) 470-8284
ulises@mrglasswindows.com
Authorized Signature
Yiping Wang
yiping@mcyengineering.com
Technical Representative
.. ..• . . . . • ..
Aa9uste Ar`las: : :.: •.�
Address/Phone/Email
$12O Aiv $4th St
Medley, FL 33166
• (38 f) 470-*8284
• • sarips@rrZrglas�windewG.@oPn
. . .. . . . . . . .
Quality Assurance Representative
Address/Phone/Email
.... ....... .
. . . . . . . .
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dC4UdrR68Pl
. .
. .. .. . . . .. ..
... . . . ... . .
rABOpEXdoZdU5FF9RBBPsMQ%3d%3d
1/3
4/12/2018
Florida Building Code Online
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
Windows
Fixed
Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
' Evaluation Report - Hardcopy Received
Yiping Wang
PE-55983
Keystone Certifications, Inc.
08/27/2025
Sifu Zhou, P.E.
Vi Validation Checklist - Hardcopy Received
FL26351 RO COI Certificate of Independence SS,112
Standard Year
TAS 201 1994
TAS 202 1994
TAS 203 1994
.. ... . . . . . ..
. ......... .
.. ... .. . . . ..
Product Approval Method • Metrpd 1 Qption D •
. . . . . . . . . . .
. . . . . . . . . .
. . . . . . . . . .
.. .. ... ....
Date Submitted • 02/14/20113 • • • •
Date Validated 02/26/2018
Date Pending FBC Approval i/2�/20�$•�
Date Approved lil/11]/7I.t1$ ; ; ;•••;
••• • • • ••• • •
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dC4UdrR68P 1 rABOpEXdoZdU5FF9RBBPsMQ%3d%3d
W
4/12/2018
Florida Building Code Online
Summary of Products
FL #
Model, Number or Name
Description
26351.1
Series MRG-400 Fixed Window - LMI
Series MRG-400 Fixed Window - Large Missile Impact
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL26351 RO II MRG-400 FA DRWS 02.20 SS.pdf
Approved for use outside HVHZ: Yes
Verified By: Yiping Wang FL#55983
Impact Resistant: Yes
Created by Independent Third Party: Yes
Design Pressure: +52/-100
Evaluation Reports
Other:
FL26351 RO AE Evaluation Report SS.pdf
Created by Independent Third Party: Yes
=0 _ 1
Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal
address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,
please click here .
Product Approval Accepts:
® e_Cheik 5
Credit Cara
`aft'
. ......... .
.. ... .. . ....
.. . .... ....
.. . ... ....
. . ... . . . ..
.. .. ... ....
.... ....... .
. ..... . ...
. ...... . ....
.... . . .... .
https:l/www.floddabuilding.org/prlpr_app_dti.aspx?param=wGEVXQwtDgvF%2b4jUaeV2dC4UdrR68Pl rABOpEXdoZdU5FF9RBBPsMQ%3d%3d 3/3
FM-L
8501 SW 124th Ave. Ste. 205A
' t Miami, FL. 33183
MCY ENGINEERING, INC. P: 305 271-0117
GLAZING CONSULTANT F: 305 279-6818
PRODUCT APPROVAL EVALUATION REPORT
Product Manufacturer:
Mr. Glass Doors and Windows
8120 NW 84TH ST
Miami, FL 33166
Product Name/Model & Description:
Series MRG-400 Fixed Window
Fixed Window — large missile impact
Scope: This product has been evaluated by the below -signed Florida Professional Engineer for compliance with
the Code noted herein and is, for the purpose intended, at least equivalent to that requtrg!d by fI ICode, it>•••;•
accordance with section 553.842 F.S. & chapter 61G20-3.005 F.A.C. Re-evaluation eof-Shis prodact,siall ble-o-
required following applicable Code modifications or revisions. .... •
•••• •• •• •••••
Code: 61h Edition Florida Building Code (2017), inclusive of all Supplements effective ab•o£this report ••.••'
.. .. .... ......
date. ......
. . . . ......
Compliance Method: 61G20-3.005 (1)(d) — Evaluation Report from a licensed Professional Enginptt"'
. •.•.••
Product Description: Product Approval Drawing #AD18-01, prepared by MCY Engineering, Ine,.slVed and
sealed by Yiping Wang, P.E., is an integral part of this Evaluation Report.
Limitations & Conditions of Use:
• This product has been evaluated for use inside and outside of the HVHZ (High Velocity
Hurricane Zone)
• Impact Resistance: Large Missile Impact
• Refer to Product Approval Drawing noted above for:
o Maximum allowable wind loads at related maximum allowable size(s).
o Other load limitations applicable to the product, if any.
o Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to the structure.
o Anchor type(s), size(s), substrate(s), embedment, edge distance, and spacing/locations.
FM-L
8501 SW 124th Ave. Ste. 205A
,_ Miami, FL. 33183
MCY ENGINEERING, INC. p: 305 271-0117
GLAZING CONSULTANT F: 305 279-6818
Test Reports:
Mandatory Tests (Tested in accordance with AAMA 501)
Test Lab
Report Number
Test Report Date
Test Standard & Description
Fenestration Testing
FTL-9147, signed
01/24/2017
TAS 201(large missile impact)
Lab. — Medley, FL
and sealed by
TAS 202 (uniform static test)
TAS 203 (cyclic wind pressure loading)
ldalmis Ortega, PE,
ASTM E283 (air infiltration test)
ASTM E331 (water infiltration test)
FL #76905
• • ••••
Engineering Analysis: The following engineering analyses and/or calculations have been parlo;med: .. .
••••••
. •
• No comparative analysis has been performed for conditions other than those tested!•;•• ••
••••••
• No rational analysis has been performed.
......
• Anchor calculations are based on manufacturer's published anchor capacity, anchorIWI& of •••••;
Acceptance by Miami Dade County. ..•... ....
•••••
•.:..•
.• .. •.•.
......
• •
••
Yi4i,•tlj�1%�
•aasrar��7 I� ••••••
it
F L O„E'
FEBRUARY 9TH, 2018
2
AL-FAROOQ CORPORATION
Vill
CONSULTING ENGINEERS R PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 26942
Detailed Product Description: Date: 04/17/2018
Manufacturer: MR. GLASS DOORS & WINDOWS. INC.
Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166
Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR
Maximum Frame Width: 40-1/2"(X).78-1/2"(XX).42"(01
Maximum Frame Height: 98"
Maximum Load: +80 PSF. -80 PSF (Large Missile Impact)
Installation Drawings # 18-36F
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements. 0000
The above maximum parameters do not occur simultaneously. • • ""
See charts on installation drawings for combinations of span vs. load. • • •
Comparative analysis used X Yes _ No
Mandatory Tests (Tested in accordance with AAMA 101/t.5.2/NAFS/TAS-202) ....
Test
Description
Test Location
Test Report Date
Test Report #
4esv ealed By • •
ASTM E283
Air Infiltration
Hurricane Engineering &
2/13/2018
HETI-18-6004
";": •""
Rafael E.Uroz-Seda!F.f!
Leakage
Testing, Inc
2/13/2018
HETI-18-6011
ASTM E331 OR
2/13/2018
HETI-18-6002
ASTM 547 &TAS
Water
Hurricane Engineering &
2/13/2018
HETI-18-6004
Rafa*61! Liroz-SedaoQ.E•
Penetration
Testing, Inc
• •
202
2/13/2018
HETI-18-6011
2/13/2018
HETI-18-6001
ASTM E330
Uniform Static Air
Hurricane Engineering &
2/13/2018
HETI-18-6002
& TAS 202
Press.
Testing, Inc
2/13/2018
HETI-18-6004
Rafael E. Droz-Seda, P.E.
2/13/2018
HETI-18-6011
2/13/2018
HETI-18-6001
Forced Entry
Hurricane Engineering &
2/13/2018
HETI-18-6002
ASTM 1304
Rafael E. Droz-Seda, P.E.
Test
Testing,
g
2/13/2018
HETI-18-6004
2/13/2018
HETI-18-6011
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
Test
Description
Test Location
Test Report Date
Test Report#
Test Sealed By
FBC 1626.2
2/13/2018
HETI-18-6003
(TAS 201 & 203)
Large Missile
Hurricane Engineering &
ASTM E1886 &
Impact & Cyclic
Testing, Inc
2/13/2018
HETI-18-6005
Rafael E. Droz-Seda, P.E.
E1996
2/13/2018
HETI-18-6012
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product
conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
, O ''
No 70592
—
.O 15�.3;��
'�` •'•'b P : •� ` SEALED 4/18/18
�iiiS•'., o R 1 v•••�j���
Javad Ahmad
PE # 70592
'` S'oNA' ``%�
AI-Farooq Corporation EB # 3538
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.69781 www.afceng.com I alfarooq@afceng.com
AL-FARQOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 • METHOD 1 OPTION D
FL 26942
Detailed Product Description: Date: 04/17/2018
Manufacturer: MR. GLASS DOORS & WINDOWS, INC.
Manufacturer Address: 8120 N.W. 84 STREET. MEDLEY, FL 33166
Model Name: SERIES 3000 ALUMINUM OUTSWING ENTRANCE DOOR
Maximum Frame Width: 40-1/2"(4, 78-1/2"(XX). 42"(0)
Maximum Frame Height: 98"
Maximum Load: +80 PSF. -80 PSF (Large Missile Impact)
Installation Drawings # 18-36F
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
0,06
The above maximum parameters do not occur simultaneously.
• •...
See charts on installation drawings for combinations of span vs. load.
• • r • •
Comparative analysis used X Yes _ No
"• 0 ' • •
Mandatory Tests (Tested in accordance with AAMA 101/I.S.2/NAFS/TAS-202)
Test
Description
Test location
Test Report Date
Test Report #
• •T^nSealed ffj •' •
Air Infiltration
Hurricane Engineering &
2/13/2018
HETI-18-6004
••• • • • • • •
ASTM E283
Rafe J.Droz Sed aP•Fi
Leakage
Testing, Inc
2/13/2018
HETI-18-6011
2/13/2618
HETI-18-6002
: ' : • •
ASTM E331 OR
ASTM 547 & TAS
Water
Hurricane Engineering &
2/13/2018
HETI-18-6004
• 000004
Rafael Ii. Droz-Seca, P.E.
Penetration
Testing, Inc
• • • • • •
202
2/13/2018
HETI-18-6011
• • •
2/13/2018
HETI-18-6001
ASTM E330
Uniform Static Air
Hurricane Engineering &
2/13/2018
HETI-18-6002
Rafael E. Droz-Seda, P.E.
& TAS 202
Press.
Testing, Inc
2/13/2018
HETI-18-6004
2/13/2018
HETI-18-6011
2/13/2018
HETI-18-6001
Forced Entry
Hurricane Engineering &
2/13/2018
HETI-18-6002
ASTM 1304
Rafael E. Droz-Seda, P.E.
Test
Testing, Inc
2/13/2018
HETI-18-6004
2/13/2018
HETI-18-6011
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
Test
Description
Test Location
Test Report Date
Test'Report#
Test Sealed By
FBC 1626.2
2/13/2018
HETI-18-6003
(TAS 201 & 203)
Large Missile
Hurricane Engineering &
2/13/2018
HETI-18 6005
Rafael E. Droz Seda, P.E.
ASTM E1886 &
Impact & Cyclic
Testing, Inc
E1996
2/13/2018
HETI-18-6012
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above product
conforms to the requirements of the 2017 Florida Building Code.
Evaluation Report Engineer:
"slillM#,,
kpd P�EAHMgd
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- No 70592 . -
•F • e� SEALED 4118118
O R
Javad Ahmad
PE # 70592
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Al-Farooq Corporation EB # 3538
9360 Sunset Drive STE 2201 Miami, FL 33173 1 T: 305.264.81001 F: 305.262.6978 1 www.afceng.com I alfarooq@afceng.com
v
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(2) ADDL. ANCHORS
SEE CHART
ON SHEET 4
6" MAX.
CORNERS
74"
WINDOW WIDTH
(4) ANCHORS TYP„
AT MTG, STILE ENDS
AT 4" O.C.
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96"
WINDOW WIDTH
FALSE MUNTINS (2) ADDL, ANCHORS
(SURFACE APPLIED) SEE CHART
MAY BE USED ON SHEET 4 (4) ANCHORS
6" MAX. AT MTG. STILE ENDS
HEAD/SILL A — _r— AT 4" O.C.
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D.L. OPG. D. L. OPG. io ' O
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37 3/16"
TYPICAL ELEVATIONS
VENT WIDTH
TESTED UNITS
89 3/4"
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D.L. OPG. D. L. OPG.
48 3/16"
VENT WIDTH
SERIES MG-300
ALUMINUM HORIZONTAL SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 4 & 5.
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
uo
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• • • •
••••
••••••
•• ••
0
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mm
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THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZ. ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
F.B.C. APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE. - -
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW. —
D- THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #20359
No. 70592
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drawing no.
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sheet 1 of 10
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6" MAX.
HEAD/SILL
CORNERS
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(4) ANCHORS
AT MTG. STILE ENDS
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32 3/8" 32 3/8" 32 3/8"
D.L. OPG. D.L. OPG. D.L. OPG.
37 3/16" 37 3/16-
VENT WIDTH VENT WIDTH
127 5/8"
VLNI WIUIN VtNI WIUIFI
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
(N
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Lu
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0
MUNTINS
ICE APPLIED)
USED
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nm
W
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TESTED UNITS
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FL #20359 �����®®NAL��`�` sheet 2 of 10
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1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
r-1/8" HEAT STREN'D. GLASS
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
\ r-3/16" HEAT STREN'D. GLASS
w SILICONE w SILICONE a
w
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10 � W\rrA
AT 1/4 POINTS ON LITES 1 /4 POINTS ON LITES�29 WIDER THAN 36" ONLY ER THAN 36" ONLY w
GLASS TYPE 'A' GLASS TYPE 'B'
5/16" OVERALL LAM. GLASS 7/16" OVERALL LAM. GLASS
1 /8" TEMP. GLASS
1/4" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
r1/8" HEAT STREN'D. GLASS
1/8" TEMP. GLASS
1/4" AIR SPACE
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
r 3/16" HEAT STREN'D. GLASS
3/16" HEAT STREN'D. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
\ r 3/16" HEAT STREN'D. GLASS
SILICONE
DOW 795
29 AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE V
7/16" OVERALL LAM. GLASS
1 /8" TEMP. GLASS
1 /4" AIR SPACE
3/16" HEAT STREN•D. GLASS
.090" Interlayer
SentryGlas
By 'Kuraray America, Inc.'
F-3/16" HEAT STREN'D. GLASS
w SILICONE
w
SILICONE
W
SILICONE
m DOW 795
m
DOW 795
m
DOW 795
z
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X 29 AT 1 /4 POINTS
x
29 AT 1 /4 POINTS
x
AT 1/4 POINTS
ALL SIZES
41
ALL SIZES
W
29 ALL SIZES
GLASS TYPE 'Al'
GLASS TYPE 'B1'
GLASS TYPE 'Cl'
— 11/16" OVERALL INSUL. LAM. GLASS --
--
7/8" OVERALL INSUL. LAM. GLASS - -
-
7/8" OVERALL INSUL. LAM. GLASS - -
GLAZING OPTIONS
1/4" AIR SPACE CONSISTING OF:
'DURASEAL' EDGE SEAL SYSTEM
BY 'QUANEX'
FL #20359
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drawing no.
W16-26
sheet 3 of 10
3
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
"FRAME DIMS.
GLASS TYPES
'A' & 'Al'
GLASS TYPES
`H' & 'Bl'
GLASS TYPES
'C' & 'Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
26-1/2"
37"
53-1 /8"
63"
74"
84"
96"
26"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
1 80.0
80.0
1 80.0
90.0
1 140.0
80.0
80.0
80.0
80.0
90.0
140.0
-
I -
80.0
80.0
90.0
140.0
26-1/2"
37"
53-1/8"
63"
74"
84"
96"
38-3/8"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
1 140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
-
-
80.0
80.0
90.0
140.0
26-1/2"
37"
53-1/8"
63"
74"
84"
96"
50-5/8"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
1 80.0
80.0
1 80.0
90.0
1 138.7
-
-
80.0
1 80.0
90.0
121.4
26-1/2"
37"
53-1 /8"
63"
74"
84"
96"
63"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
126.5
80.0
80.0
80.0
80.0
90.0
111.5
-
-
-
-
90.0
97.5
26-1 /2"
37"
53-1/8"
63"
74"
74"
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
84"
96"
50-5/8"
-
-
-
-
90.0
140.0
v) w
= N
-
-
-
-
90.0
140.0
74"
84"
96"
63"
-
-
-
-
90.0
140.0
a
J
a
-
-
-
-
90.0
132.7
-
-
-
-
90.0
125.0
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FRAME DIMS.
GLASS TYPES
'A' & 'Al'
GLASS TYPES
'B' & 'B1'
GLASS TYPES
'C' & 'Ci'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
24"
36"
48"
60"
72"
84"
96"
24"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
1 140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
-
-
80.0
80.0
90.0
140.0
24"
36"
48"
60"
72"
84"
96"
36"
80.0
1 80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
-
-
80.0
f 80.0
90.0
140.0
24"
36"
48"
60"
72"
84"
96"
48"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
1 140.0
-
-
80.0
80.0
90.0
128.0
24"
36"
48"
60"
72"
84"
96"
60"
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
140.0
80.0
80.0
80.0
1 80.0
90.0
140.0
80.0
80.0
80.0
80.0
90.0
136.5
80.0
80.0
80.0
80.0
90.0
117.0
-
-
-
-
90.0
102.4
24"
36"
48"
60"
72"
84"
72"
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
80.0
80.0
-
-
-
-
-
-
-
-
96"
48"
-
-
-
-
90.0
140.0
o J
72"
84"
96"
60"
-
-
-
-
90.0
140.0
A
o a
-
-
-
-
90.0
140.0
-
-
-
-
90.0
128.0
OPERATING VENTS TO BE 1 /2 OF THE WINDOW WIDTH
'XO OR OX'
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
FRAME DIMS.
GLASS TYPES
'B' & 'Bl'
GLASS TYPES
'C' & 'Ci'
FRAME DIMS.
GLASS TYPES
'B' & 'Bl'
GLASS TYPES
'C' & 'Ci'
WIDTH
HEIGHT
EXT.(+)
INT.(- )
EXT.(+)
INT.(-)
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
55-1 /2"
9-11/16
83-1/4"
94-1 /4"
26"
80.0
80.0
90.0
140.0
54"
63"
72"
81"
90"
24"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
1 140.0
80.0
80.0
90.0
140.0
55-1/2"
9-11 / 16
83-1/4"
94-1 /4"
38-3/8"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
54"
63"
72"
81"
90"
36"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
55-1/2"
9-11/16
83-1/4"
94-1/4"
50-5/8"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
54"
63"
72"
81"
90"
48"
80.0
80.0
90.0
140.0
80.0 1
80.0
90.0 1
121.4
80.0
80.0
90.0
140.0
55-1/2"
9-11/16
83-1/4"
63"
80.0
80.0
90.0
140.0
80.0
80.0
90.0-
40�0
80.0
80.0
90.0
111.5
80.0
80.0
90.0
•14A
80.0
80.0
90.0
97.5
80.0
80.0
90.0 wl
140.0
55-1/2"
9-11/16'
74"
80.0
80.0
70.9
98.5
54"
63"
72"
81"
90"
60"
80.0
80.0
90.0
.1.4D.0
80.0
80.0
62.2
86.4
80.0
80.0
90.0•
.1a0.0
80.0
80.0
90.0 •
14 40.
80.0
80.0
90.0 0
5111.0
-
-
90.0 V
102.4
54"
63"
72"
81"
72„
L
80.0
80.0
90.0
14Q,0
80.0
80.0
80.6
o if 1 l
80.0
80.0
69.4
96.4
-
-
61.9
85.9
OPERATING VENTS TO BE 1 /4 TO 1 /3 OF THE WINDOW WIDTH
'XO OR OX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
FL #20359
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drawing no.
W16-26
sheet 4 of 1Ol
C'--[ ..J. 4 14 n/n^4 0
•
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
'FRAME DIMS.
GLASS TYPES
1B, & 'B1'
GLASS TYPES
`C' & 'cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1 /4"
ill"
126"
26"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
74"
106-1 /4"
ill"
126"
38-3/8"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
74"
106-1/4"
ill"
126"
50-5/8"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
138.7
74"
106-1/4"
ill"
126"
63"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
129.0
80.0
80.0
90.0
125.7
80.0
80.0
-
-
74"
106-1 /4"
111"
126"
74.
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GLASS TYPES
'B' & 'B1'
GLASS TYPES
'C' & `Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
72"
84"
96"
108"
120"
24"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
72"
84"
96"
108"
120"
36"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
72"
84"
96"
108"
120"
48"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
72"
84"
96"
108"
120"
60"
80.0
•80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
136.5
80.0
80.0
-
-
72"
84"
96"
108"
120"
72"
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
80.0 1
80.0
-
-
(1/3W)
(1/3W)
(1/3W)
�.
..
�.
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
`XOX'
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GLASS TYPES
'B' & '1311'
GLASS TYPES
V & 'CI'
WIDTH
HEIGHT
T.(-)
EXT.(+)
INT.(-)
74"
106-1 /4"
111"
126"
26"
0.0
90.0
140.0
0.0
90.0
140.0
0.0
90.0
140.0
0.0
90.0
140.0
74"
106-1 /4"
ill"
126"
38-3/8`
0.0
90.0
g80.090-0
140.0
0.0
90.0
140.0
0.0
90.0
140.0
0.0
-
-
74"
106-1 /4"
111 "
126"
50-5/8"
0.0
90.0
140.0
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
74"
106-1 /4"
111 "
63"
80.0
80.0
140.0
80.0
80.0
�9!0-0
-
80.0
80.0
-
-
74"
106-1 /4"
74"
80.0
80.0
-
-
80.0
80.0
-
-
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
FRAME DIMS.
GLASS TYPES
B' & 'Bl'
GLASS TYPES
1c, & `Cl'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
72"
84"
96"
108"
120"
24"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
72"
84"
96"
108"
120"
36"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
72"
84"
96"
108"
120"
48"
80.0
80.0
90.0
140.0
80.0
80.0
90.0
140.0
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
72"
84"
96"
108"
120"
60"
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
80.0
80.0
-
-
72"
84"
96"
108"
72"
80.0
80.0
-
-
80.0-
80.0
80.0
-
-
80.0
80.0
-
-
OPERATING VENTS TO BE 1/4 TO 1/3 OF THE WINDOW WIDTH
XOX'
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drawing no.
W16-26
sheet 5 of 10
•
1BY
WOOD BUCK
d� °d v ° a a. d.v
Q
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE' DIST.
d n °
17 �SS]v
Y
m
m
0
O
3
m
N
EDGE
DIST.
—Q
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
I210IH11
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WEEPHOLES:
W1 = 1 " X 1 /4" WEEPHOLES AT 2-1/4- FROM EACH END
W2 = 1-3/4" X 3/8" WEEPHOLES AT 5-1/2" FROM EACH
END WITH PLASTIC BAFFLE
�E
p
SEALANTS:
Ix =
ALL FRAME CORNERS, FIXED MEETING RAIL TRACK INSERT
_
W W
AT EACH END AND INSTALLATION SCREWS IN SILL SEALED
o
WITH ALUMINUM COLORED SEALANT.
0
II II 19 II II 9
d I
Q
W1
EDGE DIST: °
11BY
\ D
v•. D D ° WOOD BUCK
TYPICAL ANCHORS v . I TYPICAL ANCHORS
SEE ELEV. ( SEE ELEV.
FOR SPACING EDGE DIST. FOR SPACING
rr— ------ ---- -----�1
I F.B.C. APPROVED I
MULLION & MULLION ANCHORS I I
SEE SEPARATE APPROVAL II
I EDGE DIST. I
I
IL
-------------- ---
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
HOOD BUCKS AND METAL STRUCTURE NOT BY MR. GLASS ••
,RUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM • •
%ND TRANSFER THEM TO THE BUILDING STRUCTURE. ••••'
••••
TYPICAL ANCHORS: SEE ELEV. FOR SPACING ••...•
1 /4" DIA. ULTRACON BY ' ELCO' (Fu=177 KSI, Fy=155 KSII • : • • :
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES ••••••
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS'
THRU 1 BY BUCKS INTO CONC. OR BLOCKS : .•.
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS• •
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
1-1/2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
& A SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS- = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS- SG = 0.55 MIN. -
CONCRETE AT HEAD, SILL OR JAMBS f'c = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
FL #20359
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drawing no.
W16-26
sheet 6 of 10
I
STI
VENT WIDTH
1/4" MAX. O 5 25
SHIM
71 D.L.O.
1/2"
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
O
EXTERIOR
WINDOW WIDTH
XO LAYOUT
OX OPPOSITE
1 /4" MAX.
O SHIMS
4 TYPICAL ANCHORS
OPTIONAL TO SEE ELEV.
SPRING LATCH FOR SPACING
�.v
24A
°1 1 /4"
v
.v
0
'U o
0
w
17 v
D.L. OPG. c
1BY
WOOD BUCKS
L[11 V V 1
FOR SPACING
•
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5EE ELEV.
-OR SPACING
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FL #20359 ������®NAL��`�� sheet 7 of 10
+ �I
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EDGE DIST.
4 o
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL F.B.C. APPROVED
STRUCTURE MULLION & MULLION ANCHORS
SEE SEPARATE APPROVAL
UEDGE DIST.
5
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
SHIMS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
d'
d
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INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
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drawing no.
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sheet 8 of 1 Q
2.848
2.313
3.188
.062
TYP.
1.189- 1.439
Ot FRAME HEAD
2.910
1.189�
n
.078
3.949
3.074
Ee
I
.062
TYP.
1.502 1
1.496
.062
TYP.
O VENT TOP/BOTTOM RAIL
F�- 2.406
.062
TYP.
1 q - 2.076
1.189
1.531
( JAMB STILE
U 12.406
2.538
71F1.189 1.4
2.848 1.531
FRAME SILL I O VENT INTERLOCK
03
.062 2.844 °
62
d .660 .500
528
.250 J I 1 .188 -�I L
062
L 1.345 �I 1.409 1.189
TYP. 13 ADD -ON SILL RISER
SILL TRACK •094 1.969
2.848 u
c
�I 1.000
1.961
.062
TYP.
2.974
�I .876 F
FRAME JAMB
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
MG203
1
FRAME HEAD
6063-T6
2
MG301
1
FRAME SILL
6063-T6
-
3
MG302
1
SILL TRACK INSERT
6063-T6
-
4
MG303
AS READ.
FRAME JAMB
6063-T6
-
5
MG212
AS READ.
FLUSH FRAME ADAPTER
6063-T6
-
6
MG204
1/ VENT
FIXED MTG. RAIL
6063-T6
-
7
MG205
1/ VENT
VENT INTERLOCK
6063-T6
-
8
MG304
1/ VENT
JAMB STILE
6063-T6
-
9
MG207
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
10
MG208
AS READ.
GLAZING BEAD (5/16" GLASS)
6063-T6
-
10A
MG209
AS READ.
GLAZING BEAD (7/16" GLASS)
6063-T6
-
106
MG210
AS READ.
GLAZING BEAD (iNSUL LAM. GLASS)
6063-T6
-
13
MG305
AS RTEOD.
ADD -ON SILL RISER
6063-T6
-
14
MG321
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
-
15
MG322
2/ VENT
ROLLER
BRASS
-
16
MG323
2/ VENT
ROLLER PIN
ST. STEEL
- , •
17
#10 X 1"
AS REOD.
FRAME/VENT ASSEMBLY SCREWS
CRS
PH SMS ••
18
#10 X 3-1/2"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
PH SMS +••'••
•
19
W222322
AS READ.
FIN SEAL W'STRIPPING
-
ULTRAFAB Isww
22
E202
AS READ.
GLAZING BEAD BULB
NEOPRENE
ULTRAFAB • •
24
SL203P
2/ VENT
SWEEP LATCH, AT 10-1/4" FROM EACH END
ZAMAK
SULLIVAN & ASSOC. ..••.•
24A
#8 X 5/8"
2/ LATCH
LATCH INST. SCREW
ST. STEEL
FH SMS •+ ••
25
MG211
2/ VENT
SPRING LOADED LATCH
6063-T6
ALTERNATE TO SWEEP LATCH :'•:�:
25A
-
1/ LATCH
LATCH SPRING
ST. STEEL
-
26
-
2/ WDW.
HI -FLOW WEEPER
-
PREFERRED ENGINEERING PROWS:
27
-
1/ VENT
5/16" BOX SCREEN
-
OPTIONAL
28
L2
-
AS READ.
SILL INSERT, 2" LONG
6063-T6
AT MTG. STILE LOCATION
9
-
AS READ.
SETTING BLOCK AT 1/4 POINTS
EPDM
DUROMETER 80±5 SHORE A
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MR. GLA55 DOOR5 AND WINDOWS, INC.
SERIES MRG-400 FIXED WINDOW
LARGE � SMALL M1551LE IMPACT
DRAWING5 INDEX
SHEET
TITLE
CONTENT
REV.
DATE
of
COVER
GENERAL NOTES AND INSTRUCTIONS
02
El
WINDOW ELEVATION
03
G I
GLA55 CAPACITY CHARTS
04
D I
WINDOW DETAILS
05
A I
ANCHOR OPTIONS
OG
A2
ANCHOR OPTIONS
07
BOM
BILL OF MATERIALS
08
150
ASSEMBLE DRAWINGS
GENERAL NOTES:
- THI5 PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF
THE GTH EDITION FLORIDA BUILDING CODE (201 7) INCLUDING HIGH VELOCITY HURRICANE ZONE
(HVHZ).
- WINDOWS RATED FOR LARGE MISSILE IMPACT. IMPACT SHUTTERS ARE NOT REQUIRED.
- THESE WINDOWS ARE APPROVED FOR AIR AND WATER INFILTRATION.
- ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHOR EMBEDMENT TO
BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
- ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THI5
APPROVAL.
- MATERIALS INCLUDING, BUT NOT LIMITED TO, 5TEEL/METAL SCREWS THAT COME INTO
CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE GTH
EDITION FLORIDA BUILDING CODE (2017) SECTION AS APPLICABLE.
- METAL STRUCTURES NOT BY MR. GLA55 DOOR * WINDOWS, INK. TO BE DESIGNED TO
SUPPORT THE LOADS IMPOSED BY THI5 GLAZING SYSTEM AND TO TRANSFER SUCH LOADS TO
THE BUILDING MAIN STRUCTURE.
- ULTIMATE LOAD OBTAINED FROM ASCE 7-10, MULTIPLIED BY O.G SHALL BE LE55 THAN OR
EQUAL TO THE MAX. DE51GN LOAD IN THI5 DOCUMENT. THE DE51GN LOADS SHOWN IN THIS
DOCUMENT ARE ALLOWABLE DE51GN LOADS.
INSTRUCTIONS:
USE CHARTS AS FOLLOWS.
STEP I : DETERMINE DE51GN WIND LOAD REQUIREMENTS BASED ON WIND
VELOCITY, BLDG. HEIGHT, WIND ZONE USING APPLICABLE A5CE 7-10
STANDARD BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT.
STEP 2: SEE SHEET G I FOR GLASS OPTIONS AND CHART FOR APPROVED
LOAD OF DESIRED FRAME 51ZE WITH GLA55 OPTIONS.
STEP 3: APPROVED ANCHOR OPTIONS SHEETS A I *- A2.
ANCHOR SPACING SEE SHEET E 1.
STEP 4: THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 SHALL
APPLY TO ENTIRE SYSTEM.
ABBREVIATIONS AND SYMBOLS
D.L.O. - DAYLITE OPENING
F.H. - FRAME HEIGHT SECTION NUMBER
F.W. - FRAME WIDTH
W/ - WITH 7 SHEET NUMBER
W/O -WITHOUT
O.C. - ON CENTER
A— THIS PRODUCT EVALUATION DOCUMENT
(P.E.D.) PREPARED BY THIS ENGINEER IS
GENERIC AND DOES NOT PROVIDE
INFORMATION FOR A SITE SPECIFIC
PROJECT; I—VOIERE THE SITE
CONDITIONS DEVIATE FROM THE P.E.O.
B— CONTRACTOR TO BE RESPONSIBLE FOR
THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED
ON THIS PRODUCT EVALUATION. PROVIDED
HE/SHE DOES NOT DEVIATE FROM THE
CONDITIONS DETAILED ON THIS
DOCUMENT.
C— THIS PRODUCT EVALUATION DOCUMENT
WILL BE CONSIDERED INVALID IF ALTERED
BY ANY MEANS.
D— SITE SPECIFIC PROJECTS SWILL BE
PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL
BEC
OME THE ENGINEER OF RECORD
(E.O.R.) FOR THE PROJECT AND WHO
WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.ED.
THIS P.E.D.SHALL BEAR THE DATE AND
ORIGINAL SEAL AND SIGNATURE OF THE
PROFESSIONAL ENGINEER OF RECORD
THAT PREPARED IT.
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INTO 1/8" MIN. THK STEEL.
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ALL JOINTS AND THE FRAME
VVi
CONNECTION SEALED WITH SILICONE..•:.d$.$r�fc.���.
WOOD BUCKS AND METAL STRUCTURE NOT BY MR. No C-A-Ml. 28677
GLA55 WINDOWS AND DOOR5, MUST SUSTAIN LOADS 1711
IMP05ED BY GLAZING SYSTEM AND TRANSFER THEM
TO THE BUILDING STRUCTURE '._
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MGR-210 6063-T6
BILL OF MATERIALS
ITEM
PART
DESCRIPTION
MATERIAL
MANUF. /
REMARKS
I
MGR-201
FRAME HEAD
GOG3-TG
TECNOGLA55
2
MGR-2 1 5
PERIMETER COVER
GOG3-TG
TECNOGLA55
3
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FLUSH ANCHOR ADAPTOR
0003-TG
TECNOGLA55
4
MGR-209
GLA55 STOP (INSULATED LAMINATED GLASS)
GOG3-TG
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5
MGR-2 10
GLA55 STOP (LAMINATED GLASS)
GOG3-TG
TECNOGLA55
G
-
1/4" HH TAPCON
A5 REQUIRED
-
7
-
8-16 PH FH 55300 L= I " A55Y SCREW
5T/5T
-
8
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5T/5T
-
9
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VINYL
-
10
-
SETTING BLOCK 3/ 1 G" THK X 112" X I " 5ANTOPRENE
-
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I I
DC975
DOW CORNING 795
SILICONE
DOW
12
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RAWN
DRAWING NO.
AD18-01
9 OF 9
FE
, 2018
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
_SERIES 3000
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
STAND ALONE SINGLE SIDELITE SEE SHEET 3.
SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES COMBINATIONS
SEE SHEET 4.
LOWER VALUES FROM DOOR CAPACITY, SIDELI TE CAPACITY OR
MULLION CAPACITY WILL APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATION WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEAUNG AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE.
LABELING TO COMPLY WITH SECTION 1709.9.2.
3/16" TEMP. GLASS
i 3/8" AIR SPACE
.-3/16" HEAT STREN'D. GLASS -3/16" HEAT STREN'D. GLASS
ti .090" Interlayer .090" Interlayer
Trosifol PVB Trosifol PVB
k, By 'kuraray America, Inc.' 4ti � By kuraray America, Inc.
-3/16" HEAT STREN'D. GLASS
I3/16" HEAT STREN'D. GLASS
SACER
W i r ALUMI UM
I /r (6063-T5)
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17 I _ SILICONES 7 ( SILICONE
DOWSIL 795 i 1 I ✓ DOWSIL 795 . •
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GLASS TYPE 'A' GLASS TYPE `Al' :
A- CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND
INSTALLATION OF THIS PRODUCT BASED ON THIS PRODUCT EVALUATION
PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
ON THIS DOCUMENT.
B- THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF
ALTERED BY ANY MEANS.
C- SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD (E.O.R.)
FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER
USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED
ENGINEER TO THE P.E.D. ENGINEER SHALL SUBMIT TO THIS LATTER THE SITE
SPECIFIC DRAWINGS FOR REVIEW.
D- THIS P.E.D. SHALL BEAR THE DATE AND ORIG!NA! SEAL AND SIGNATURE OF
THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT.
FL #26942
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40 1/2"
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• 38" MAX.
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DOOR FRAME WIDTH
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HEAD & SILL ANCHORS
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EGRESS REQUIREMENTS TO BE REVIEWED
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N <IQ
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m w
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FALSE MUNTINS OR- `
DECORATIVE GRILL
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_
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LEAF WIDTH
LEAF WIDTH
TYPICAL ELEVATION
( x )
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
MAXIMUM DESIGN LOAD RATING = + 80.0 PSF I
i (FOR SIZES SHOWN ABOVE OR SMALLER) — 80,0 PSF
TYPICAL ELEVATION
( x x )
GLASS D.L.O. FORMULAE:
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DESIGN LOAD CAPACITY PSF
STAND ALONE SINGLE SIDELITES
SIDELITE
SIDELITE
WITHOUT
FRAME
WIDTH
FRAME
HEIGHT
REINFORCING
EXT.(+) INT.(-)
INCHES
INCHES
24
80.0 80.0
30
80.0 80.0
36
82
80.0 80.0
39
80.0 1 80.0
74.3 74.3
42
24
80.0 80.0
-
30
80.0 80.0
80.0 80.0
36
84
80 0 1. 80.0
39
42
74.3 74.3
24
80.0 1 80.0
30
80.0 80.0
36
90
80.0 80.0
39
80.0 80.0
42
1
74.3 74.3
24
80.0 80.0
80.0 - 80.0�
x
30
96
36
80.0...._..
80.0
80.0 80.0
39
24
80.0 I 80.0
- ...-- 80.0 i 80.0 -
30
98
80.0 80.0
36
80.0 80.0
39
EXT.
- SIDELITE FRAME WIDTH m
GLASS D.L.O. DIMS,
D.L.O. HEIGHT (SIDELITE) = FRAME HEIGHT - 11.50"
D.L.O. WIDTH (SIDELITE) = FRAME WIDTH - 4.813"
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
39 1 / 16" MAX. ov
ti SIDELITE WIDTH W
t 13 1 2" T
1 Z ano
MAX. ^� o� 3
3" ! HEAD Q Z N Z I
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FALSE MUNTINS OR a i �m z °p
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TYPICAL ELEVATION` I
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FL #26942js _
sheet 3 of 10
I
DESIGN LOAD CAPACITY - PSF
SIDELITES
WITH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDELITE
FRAME
WIDTH
SIDELITE
HERGHT
WITHOUT
REINFORCING
WITH
REINFORCING
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
INCHES
INCHES
24
80.0
80.0
80.0
80.0
80.0
80.0 _
80.0
80.0
30
80 d
80.0
36
82
80.0
80.0
39
80.0
80.0
..-_.. ,
80.0
----- .
80.0
42
80.0
80.0
80.0
80.0
24
80 0
; 80 0
80.0
80.0
30
80.0
�80 0
80 0
80.0
36
84
80.0
80.0
80.0
80.0
39
80.0
80.0 m
-�80.0
80.0
80.0
; 80.0
80.0
80.0
42
24
80.0
I 80.0
80.0
80.0
80.0
80.0
80.0
80 0
30
36
90
80.0
50.0
80.0
80.0
39
80.0
1 80.0
ao.d
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77.9
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80.0
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80.0
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96
36
75.5
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69.7
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80.0
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98
80.0
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_. 80.0
80.0
80.0
_----
36
71.0
71.0
80.0
80.0
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65.5
65.5
80.0 1
80.0
REINFORCING
AS REOD.
SEE CHART
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EXT.
SIDELITE FRAME WIDTH i _ DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITY SEE SHEET 3.
FOR SIDELITE MULLION CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR, SIDELITE OR MULLION CHART
WILL APPLY TO ENTIRE SYSTEM.
! t-
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Mi=
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rn
SURFACE APPLIED
FALSE MUNTINS OR-,"
DECORATIVE GRILL
MAY BE USED
13 1/2-
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39 1/16" MAX.
SIDELITE WIDTH
a 3"
3 1/2" MAX_
HEAD/s!LL
CORNERS
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77 7/8"
DOOR FRAME WIDTH
7 6 " MAX.
DOOR OPNG. WIDTH
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AT STILE & MULLION ENDS
(4) AT 3" O.C/
A _- � -
I ( I I I i '• 1 ! I I
i I\�
39 1/16" MAX.
SIDELITE WIDTH
I l i I
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34 1/4" 28 1/4"
28 1/4- 34 1/4-
......... .. _
D.L. OPG. D.L. OPG. D.L. OPG. D.L. OPG.
1
38 9/16"
LEAF WIDTH
TYPICAL ELEVATION
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FL #26942
sheet 4 of 1
a
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5/8" MIN. TYPICAL ANCHORS
THROW BOLT--, EDGE DIST. - SEE ELEVATIONS
PENETRATION FOR SPACING
I t•
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\, n p'
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EDGE DIS..
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TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
2BY WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
Lj
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I � �
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TYPICAL TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1BY OR 2BY WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
THEM TO THE BUILDING STRUCTURE.
WEEPHOLES;
W1 = 1/4" X 2" LONG WEEP SLOTS AT
8" AND 31" FROM EACH END
W2 = 1 /4" X 2" LONG WEEP SLOTS AT
5" AND 31 " FROM EACH END
POURED & HARDENED
HIGH STRENGTH GROUT
f'c = 5000 PSI MIN.
NOT BY MR. GLASS
f— MUST TRANSFER SHEAR
LOADS TO STRUCTURE
LOAD BEARING
E (SOLID SHIMS
IS OPTIONAL TO GROUT)
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
# 1 /4" DIA. ULTRACON BY 'ELCO' (Fc=177 KSI, Fy=155 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1 /4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
1 /4" DIA TEKS OR $ELF-DRILLINGQREWWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN, TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1 /8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN,
WOOD AT HEAD, SILL OR JAMBS SG = 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS Vc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
H
x
w
Io
Iw
001
METAL 1
EDGE DIST. STRUCTURE 4 1 I
r
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TYPICAL ANCHORS C m M g
- SEE ELEVATIONS Q a C
FOR SPACING Q 0 t E
i
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SIDELITE DETAILS D
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EXT. i , I drawing no.
18-36F
FL #26942 `'`, '1 IA!\sh —t11 _ of 10
•
LOCKS:
OPTION 3#1:
3 POINT LOCK ASSEMBLY DL01-6065 BY 'INTERLOCK USA INC.'
(1) LOCKING POINTS ENGAGING AT INACTIVE LEAF AT STRIKE PLATE
1 /2- DIA. BOLTS WITH 5/8" THROW (1) AT TOP ENGAGING FRAME
HEAD AND (1) AT BOTTOM ENGAGING FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK HANDLE LOCATED"AT 42-1/2" FROM BOTTOM
INACTIVE LEAF:
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1 /2" DIA. BOLTS WITH 5/8" THROW AT TOP AND BOTTOM ENGAGING
FRAME HEAD AND FRAME SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8" CONNECTING RODS
LOCK LOCATED AT 42-1/2" FROM BOTTOM
DOOR HANDLES:
SURFACE MOUNT METALLIC HANDLES AT 42-1/2" FROM BOTTOM
FASTENED TO ACTIVE AND INACTIVE LEAF LOCK STILES WITH
(2) 1/4-20 X 1-13/16" CONE HEAD MS
(4) 1/4-20 X 5/16" SET SCREWS
OPTION #,€2:
SURFACE BOLTS BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE,
LOCATED AT 12" AND 68" FROM BOTTOM
FASTENED TO LOCK STILE WITH
#8 X 3/4" FH SMS (2) SCREWS PER BOLT
INACTIVE LEAF
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
MANUALLY OPERATED LEVERS MOUNTED ON
INSIDE FACE OF LEAF STILE LOCATED AT
28" FROM TOP AND 12" FROM BOTTOM
FASTENED TO LOCK STILE WITH
#8 X 3/4" FH SMS (2) PER BOLT
HINGES:
7-1/2" LONG ALUMINUM BUTT HINGES BY 'SULLIVAN & ASSOC.'
AT 8" FROM TOP AND BOTTOM AND ONE AT MIDSPAN OF LEAF
FASTENED TO FRAME WITH
(6) #10 X 3/4" FH SELF DRILLING SCREWS
FASTENED TO LEAF WITH
(5) #10 X 3/4" PH SELF DRILLING SCREWS
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
WHITE/ALUMINUM COLORED SILICONE.
ITEM #
PART
REQD.
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
E3008
AS READ.
1DOOR FRAME HEAD/SILL
6063-T6
6063 T6
6063-T6
!-
............. ........ ... .. -- _._
2
E1018
AS READ.
I FRAME COVER
DOOR FRAME JAMB
3
E3006
AS READ.
4
E3011
AS REQD
-- ...... ._....... .....
i SIDELITE TOP & BOTTOM FRAME
i SIDELITE JAMB FEMALE
- --.
I 6063-T6
( 6063-T6
5
f E3007
AS REQD.
6
E3009
AS REQD.
......- _ . -1-
SIDELITE JAMB MALE
..-.
] 6063-T6
_ ... ...._
-
_
7
_ _----
E3010
AS REQD.
SIDELfrE SLIP ON JAMB
6063-T6
8
E3001
AS REQD.
LEAF TOP & BOTTOM RAIL
-
6063-T6
9
E3005--_
AS REQD,
LEAF W'STRIP ADAPTER
-
6063-T6
10
E3002
AS REQD.
-v _
HINGE STILE
6063-T6
-
11
E3003
AS REQD.
LOCK STILE
6063-T6
-
12
E3004
AS REQD.
ASTRAGAL STILE
6063-T6
{-
13
£3014
AS REQD.
]SNAP COVER
6063-T5
-
14
E3013
i
?SIDELITE MULLION REINFORCING
6063-T6
-
15
E3015
AS REQD
`SHEAR BLOCK
6063-T6
3" LONG
16
{ _ E3016
AS READ
SHEAR BLOCK NUT
6063-T6
3" LONG
116A-
E3016
2/ HINGE
HINGE BACK-UP PLATE
6063 T6 .8-1/2"
LONG 0 FRAME, 4-3/4" LONG 0*-LE)
E9001
AS REQD.
GLAZING BEAD (LAM. GLASS)
6063-T6 j
-
17A
E9002
AS REQD.
GLAZING BEAD (INSUL. LAM. GLASS)
6063-T6 :
- •
18
E3012
AS REQD.
INTERMEDIATE HORIZONTAL
6063-T6
-
19
-
G30-01
AS REQD.
INTERIOR GLAZING SPACER
SANTOPRENE jDUROMETER
70±5 SHORE A �•+.•
20
G10-04
AS REQD.
EXTERIOR GLAZING GASKET
SANTOPRENE IDUROMETER
SANTOPRENE
70±5 SHORE A .••••
DUROMETER 70±5 SHORE A
21
C30-02
AS REQD.
DOUBLE FIN AIR SEAL W'STRIPPING
22 `
W71325NK
AS REQD. I
PILE W'STRIPPING�
WOOL
ULTRAFAB
23
G10-05
AS REQD. (BULB
W'STRIPPING
SANTOPRENE
EPDM
24
-
2/ LITE
SETTING BLOCK 1/8 X I" X 4" LONG
EPDM
AT 6" FROM EACH END, DUROMETER 80±5'•• i
25 i
F107
3/ LEAF
BUTT HINGES
ALUMINUM
SULLIVAN & ASSOC
25A
#10 X 3/4"
-
_...... - ---
HINGE INSTALLATION FASTENERS
-
ST. STEEL
....... __._..-------- ...... .... -----
FH SMS
26
#12 X 1-1/2"
AS REQD.
—_ _ _- - --
FRAME ASSEMBLY SCREWS_
------
ST. STEEL
----_...._ ................. _..... .--
HWH SMS
27
3/8 X 1"
AS REQD.
AS REQD. ]SHEAR
SHEAR BLOCK FASTENERS
BLOCK FASTENERS
ST. STEEL
ST. STEEL
HEX SOCKET HEAD SCREWS
HWH SMS
28
#12 X 1-1/2"
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1.830 2.012 *080
--I F Typ.
1.589
................... 812
T-
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4.000
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39
1 5.
SIDELITE TOP & BOTTOM FRAME
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4.020 -T
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.950 1-073
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.633
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INSUL LAM. GLASS
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1.813
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LEAF
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n9 LEAF W'STRIP ADAPTER
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ASTRAGAL STILE
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1.026
5. SIDELITE JAMB FEMALE
4.
41
13
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840
INTERMEDIATE HORIZONTAL I ` 2) FRAME COVER
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1.633 1.297 897
r
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1. 608
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13
936 .480
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1
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1.151
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