WS-19-191�r� \ Miami Shores Village
Bcilding Department
o 10050 NE 2 Ave
Y��Mr Miami Shores I'L 331:s8 _
f<oit
Permit NO, WS-OI-19-191
Type: Windows/Shutters
Worwass: Window/Door Replacement
Permit Status Approved
Issue Date: 2/112019
INSPECTION REQUESTS (305)7624949 or log on at https:l(bldg.msvfl.gov/energov_prodiselfservice
Requests must be received by 3.30pm
WORK IS ALLOWED: MONDAV THROUGH FRIDAY, 8:00AM - 7 00PM
SATURDAY 8:00AM-0:00PM.
NO WORK IS ALLOWED ON SUNCAY OR HOLIDAYS
BUILDING AND ROOFING INSPECTIONS ARE DONE MONDAY THROUGH FRIDAY
NO INSPECTION WILL BE MADE UNLESS THE PERMIT CARD IS DISPLAYED AND HAS BEEN APPROVED . PLANS ARE
READILY AVAILABLE, IT IS THE PERMIT APPLICANT'S RESPONSIBILITY TO ENSURE THAT WORK IS ACCESSIBLE AND
EXPOSED FOR INSPECTION PURPOSES NEITHER THE BUILDING OFFICIAL NOR THE CITY SHALL BE LIABLE FOR
EXPENSE ENTAILED IN THE REMOVAL OR REPLACEMENT OF ANY MATERIAL REQUIRED TO ALLOW INSPECTION .
Owner's Name
Job Address:
RO€3ERT STOLIT
133 NE 100 ST
k/liami Shores, FL
Expires. 07/29/2019
-•--^fir
POST ON SITE
1132060132050
Owner's Phone: (954)789-4173
Total Square Feet: 250
rota) Job Valuation: $ 5,516.30
Contractor(s) Phone Address
READY WINDOW SALES & SERVICE C( (305)2.69-3999 5950 SW 6 ST, PLANTATION, FL 33317
Description: WINDOW REPLACEMENT 13 WINDOWS
64e),D
'0
WARNING TO OWNER. YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MA`S' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS
TO YOUR PROPERTY. A NOT ICE OF COMMENCEMENT MUST BE RECORDED
AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION, IF YOU
IVNTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN
ATTORNEY BEFORE C01,14IMENCING WORK OR RECORDING YOUR NOTICE OF
COMMENCEMENT,
Page 1 of I
STRUCTURAL
INSPECTION
DATE
INSP
Foundation
Stemwall
Slab
Columns (1st Lift)
Columns (2nd Lift)
Tie Beam
Truss/Rafters
Roof Sheathing
Bucks
Interior Framing
Insulation
Ceiling Grid
Drywall
Firewall
Wire Lath
Pool Steel
Pool Deck
Final Pool
Final Fence
Screen Enclosure
Driveway
Driveway Base
Tin Cap
In -Progress
Roof Installation
Roofing Final
Shutters Attachment
Final Shutters
Rails and Guardrails
ADA compliance
FINAL
DOCUMENTS
Soil Bearing Cert
Soil Treatment Cert
Floor Elevation Survey
Reinf Unit Mas Cert
Insulation Certificate
Spot Survey
Final Survey
Truss Certification
STRUCTURAL COMMENTS
WINDOWS..
INSPECTION D E NSP
Attachment
WORKSPUBLIC
INSPECTION DATE INSP
Excavation
ELECTRICAL
INSPECTION DATE INSP
Temporary Pole
30 Day Temporary
Pool Bonding
Pool Deck Bonding
Pool Wet Niche
Underground
Footer Ground
Slab
Wall Rough
Ceiling Rough
Rough
Telephone Rough
Telephone Final_
TV Rough
TV Final
Cable Rough
Cable Final
Intercom Rough
Intercom Final
Alarm Rough
Alarm Final
Fire Alarm Rough
Fire Alarm Final
Service Work With
ELECTRICAL COMMENTS
INSPECTION DATE INSP
Final Sprinkler
Final Alarm
PLUMBING
INSPECTION
DATE INSP
Rough
Water Service
2nd Rough
Top Out
Fire Sprinklers
Septic Tank
Sewer Hook-up
Roof Drains
Gas
LP Tank
Well
Lawn Sprinklers
Main Drain
Pool Piping
Backflow Preventor
Interceptor
Catch Basins
Condensate Drains
HRS Final
PLUMBING COMMENTS
MECHANICAL
INSPECTION DATE INSP
Underground Pipe
Rough
Ventilation Rough
Hood Rough
Pressure Test
Final Hood
Final Ventilation
Final Pool Heater
Final Vacuum
MECHANICAL COMMENTS
Miami Shores Village
10050 NE 2 Ave
Miami Shores Fl. 33138
305-795-2204
Permit NO.: WS-01,19-191
Permit Type. Winds/Strutters
—" vt�ctr, Classification. Window/Door Replacement
Permit Status: Approved
Issue Date:02/01/2019 1 Expiration: 07/29/2019
Location Address Parcel Number
133 NE 100 ST, Miami Shores, FL 11320601320SO
Contacts
ROBERT STOUT Owner ROBERT STOUT Applicant
133 NE 100 ST, MIAMI SHORES, FL 33138 133 NE 100 ST, MIAMI SHORES, FL 33138
Other:9547894173 Other:9547894173
READY WINDOW SALES & SERVICE CORP Contractor
LORENZOSUAREZ
5950 SW 6 ST, PLANTATION, FL 33317
Business: 3052693999
Description: WINDOW REPLACEMENT 13 WINDOWS Valuation: $ 5,516.30 Inspection Requests:
30S-762-4949
TotalSq Feet: 250.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$3.60
DBPR Fee
$3.60
DCA Fee
$2.40
Education Surcharge
$1.20
Scanning Fee
$9.00
Technology Fee
$6.00
Windows/Shutters Fee
$190.00
Total:
$265.80
Building Department Copy
Payments
Date Paid Amt Paid
Total Fees
$265.80
Credit Card
01/28/2019 $50.00
Credit Card
02/01/2019 $215.80
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFID�VIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating constr cVbn anj zoniq9. Futhermore, I authorize the above named contractor to do the work stated.
Authorized
February
/ Applicant / Contractor
/ Agent
Date
Page 2 of 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
QBUILDING ❑ ELECTRIC ❑ ROOFING
RECEIVED
JA N 2 8 2019
h
FBC 20 I:3
Master Permit No. fta - r - /1?0-r
Sub Permit No. (N S I q- I q I
❑ REVISION ❑ EXTENSION [—]RENEWAL
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS:133 NE 100 Street
Folio/Parcel#:
the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: _Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): ROBERT STOUT
Address:133 NE 100 ST
City: MIAMI SHORES State: FL zip; 33138
Tenant/Lessee Name:
Email:
CONTRACTOR: Company Name: Ready Windows Phone#:
Address: 4851 NW 36 Avenue
City: Miami state: FL zip: 33142
Qualifier Name: Lorenzo Suarez Phone#: 305 269-3999
State Certification or Registration #: 131151328 Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Value of work for this Permit: $ 5, 516.30
Type of Work: ❑ Addition ❑ Alteration
Description of Work:Window & Door F
Specify color of color thru tile:
Submittal Fee $
Scanning Fee $
Technology Fee $.
Structural Reviews $
Permit Fee $
Radon Fee $
Phone#:
City: State: Zip:
Square/Linear Footage of Work:
❑ New ❑ Repair/Replace ❑ Demolition
acement
Training/Education Fee $
CCF $ CO/CC $
DBPR $ Notary:
Double Fee $
Bond S ,,\\
TOTAL FEE NOW DUE $ I o 9 V
(Revised02/24/2014)
0
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zi
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 on estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien low 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 occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be opprovedd a rknspecywqee will be charged.
jE.R or A�ENT
The foregoing instrumen acknowledged before me this
41n day of J 20 1"aI by
C% who is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Print: LL
####################################4####i##########################!#####•
Plans Examiner Zoning
Sig ure
CONTRALTO R
Theforegoinginstrument was acknowledged before me this
1-1 day of � � . 20 19 by
LAIAW00 %w � who is personally known to
mUr who has produced h .0. . as
identification and who did take an oath.
NOTARY PUBLIC:
I.
,;•�;,��'�E•.,,
Seal:
ALICE FORTNER
=
TnO�Cor'Pisbion
•h1y
� GGe76982da
c;
,,,,
Comrr, Expires Mar 1, 2022
EpPCBC _h'C.�h Va7cr2 NO!a Assn,
APPROVED BY
Sign:_
Print:
Seal' _( `r'- Notary Public - State of Florida
7ff.' `€ Commission # GG 232520
,fors.° My Comm. Expires Jun 26, 2022
Structural Review
Bonded through National Notary Assn.
Clerk
(Revised02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
REPLACEMENT OF WINDOWS, DOORS AND SHUTTERS.
Permit application must be accompanied by:
❑ Two (2) copies of drawing of the building, showing location of the windows, doors and
shutters to be replaces.
❑ Two (2) copies of the Comparison Chart, with all the required information. (NOA approval
number, size of each opening, (width and height), opening design pressures, and design
pressures for each component taken from the individual NOA, "Notice of Acceptance")
❑ Two (2) copies of State of Florida or Miami Dade County approved NOA for each different
components being installed. (Windows, Doors, Mullions, Fixed Glass, shutter)
❑ Florida Building Code -Existing Building, section 706.4 Replacement of windows and
doors. The replacement of garage doors, exterior doors, skylight, operative and inoperative
windows shall be designed and constructed to comply with Chapter 16 of the Florida
Building Code, Building.
Exceptions:
2. Opening protection exception for High -Velocity Hurricane Zones. For one -and
two-family dwellings constructed under codes prior to September 1, 1994, the
replacement of exterior doors with glazing, sliding glass doors, glass patio
doors, skylights, and operable and inoperable windows within any 12- month
period shall not be required to have opening protection provided the aggregate
area of the glazing in the replaced components does not exceed 25 percent of the
aggregate area of the glazed openings in the dwelling or dwelling unit.
❑ Every bedroom shall have at least 1 egress opening. The minimum opening size: (20" wide x
24" high)
❑ If Owner is doing the work, include the Owner Builder Disclosure.
❑ Require inspections: Buck (if greater than 1 x), Framing and Final.
THE ABOVE REQUIREMENTS ARE FOR EXACT RETRO-FIT ONLY. WINDOWS, DOORS AND
SHUTTERS MUST BE INSTALLED AS PER PRODUCT APPROVAL. GROUT OR HYDRAULIC CEMENT
ARE NOT ALLOWED AS INFILL ON THE PERIMETER OF THE WINDOWS OR DOORS UNLESS
SPECIFIED ON THE PRODUCT APPROVAL.
Revised on 7/22/2009; 11/17/2014
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Acknow
ture D to Print Name
0
M I®D�ADE
•
DEPARTMENT OF REGULATORY AND ECONO
BOARD AND CODE ADMINISTRATION DIVISIO
NOTICE OF ACCEPTANCE (NOA
1VIAMI-0,40WOUNTY.... •
PR04jCT rONT$OL SECTION .'
R 4 j JW"W 26 Street' Room 209 . • .:.
T (78QZ &490 F (786) 315-2599
'l�.- ` .vs.nu m.�midodr nnv/annnnmr •
ES Windows LLC "
. .
3550 NW 496 Street " "
Miami, FL 33142
SCOPE: ' • • • • : •
RE
C T is NOA is being issued under the applicable rules and regulations governinj the -use f-
e-use oconstruction � •. •
terials. The documentation submitted has been reviewed and accepted by Miatiti-Dude Cpupt�? RER '
�� 2 S G �,roduct Control Section to be used in Miami Dade County and other areas where allowed by the ALthority
having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
d0i Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
have this product or material tested for quality assurance purposes. If this product or material fails to
p rform 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
4WOMP 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
C Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Clipped, Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets 1 through 9
of 9, dated 04/26/04, with revision H dated 01/17/18, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT ]RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, 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
—r—noAange-in-the-applicable building code negatively affecting the performance of this product.
T ATION of this NOA will occur after the expiration date or if there has been a revision or change
�y in ateria]s use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
o y t
c for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
t th-anv section of this NOA shall be cause for termination and removal of NOA.
a
m
:-
SId-theff
TIO�
u
di tribo> I ais
A rev
C�
611 rapprova
tted i
Q
wee u r
°� °
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r
Z
MMIAMMRECOt
UENT: The NOA number preceded by the words Miami -Dade County, Florida, and
expiration date may be displayed in advertising literature. If any portion of the NOA is
shall be done in its entirety.
A copy of this entire NOA shall be provided to the user by the manufacturer or its
'hall be available for inspection at the job site at the request of the Building Official.
's NOA# 14-0731.06 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
idocument mentioned above.
�cumentation was reviewed by Manuel Perez, P.E.
NOA No. 18-0205.05
Expiration Date: September 16, 2019
Approval Date: March 08, 2018
Page 1
ES Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMIP1EI3
.'
...... .
......
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's . . :' • •
A. DRAWINGS •••• ••
•••••
1. Manufacturer's die drawings and sections. ..' ..' ' ..' .'
• • • • • •
(Submitted under NOA No. 04-0712.01) • • • • • •
' .
2. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets i thrcLA a of 9.,
dated 04/26/04, with revision G dated 07/14/14, by Al -I mooq Corporation+ • • • • ;
prepared
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Type "D-A" fixed window, Grade 10, Level LV
1 per ASTM F 588-04, Side -Hinged Door Systems per AAMA
1304-02 and per FBC 2411.3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of windows mulled together,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No. FTL-3810, dated
05/16/03; FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, all signed and
sealed by Joseph Chan, P.E.
(Submitted under NOA No. 04-0712.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 09/01/09 and updated on 07/10/14 to comply with FBC 5tb Edition (2014),
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
(Submitted partially under NOA# 09-0825.03)
0
E.
QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
MATERIAL CERTIFICATIONS
1. None.
E-1
Manuel erez,
Product Control Exa er
NOA No. 18-0205.05
Expiration Date: September 16, 2019
Approval Date: March 08, 2018
ES Windows. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBNHTTEh • • • • •
...... . ......
F. STATEMENTS • • • • '
1. Statement letter of conformance, complying with the FBC 5ch EMfion (2014),' and of • •
no financial interest, dated July 10, 2014, issued by Al-Farop'ir* V. rporat4*)*A;signed .....
and sealed by Javad Ahmad, P.E. ...... •;
2. Laboratory compliance letter for Test Reports No. FTL-3810, aated b5/16t4�- • • • • •' •
FTL-3819, dated 06/09/03 and FTL-3820, dated 06/09/03, Issued by Penestration:....:
Testing Laboratory, Inc., all signed and sealed by Joseph C. Chan, PIE. .... • •
(Submitted under NOA No. 04-0712.01)
G. OTHERS
1. Notice of Acceptance No. 12-0308.37, issued to ES Windows, LLC for their Series
Aluminum Tube Mullions — L.M.I., approved on 05/31/12 and expiring on 09/16/14.
Manue Pe ez, P.E.
Product Contr 1 xaminer
NOA No. 18-0205.05
Expiration Date: September 16, 2019
Approval Date: March 08, 2018
E-2
ES Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED �""•
•' �' •'
...... .
......
2.
NEW EVIDENCE SUBMITTED • • • • • •
•
A.
DRAWINGS .... . ..
.....
1. Drawing No. M04-04, titled "Aluminum Tube Mullions", sheets :f Krough et9,
, , , , , •
dated 04/26/04, with revision H dated 01/17/18, prepared by AlXvAoq Corporation,
.'
signed and sealed by Javad Ahmad, P.E. .0 . . .
......
• •
0*0
B.
TESTS • •
•
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 611
Edition (2017), dated 01/12/18, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6tn Edition (2017), and of no
financial interest, dated January 12, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 14-0731.06, issued to ES Windows, LLC for their Extruded
Aluminum Tube Mullion -L.M.I., approved on 09/16/14 and expiring on 09/16/19.
Wy
L 'n, UAA-
Manuel Perez
Product Control Exa i er
NOA No. 18-0205.05
Expiration Date: September 16, 2019
Approval Date: March 08, 2018
E-3
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MAMI—DADE COUNTY APPROVED
IMPACT AND NON —IMPACT RESISTANT PRODUCTS.
NMIRECTANGULAR ALUMINUM TORE MULUONS
PROPERTIES ONLY
MS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF ME 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VODCRY HURRICANE ZONE (WHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULUONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS LE: WIND LOAD. WATER
INFILTRATION, FORCED ENTRY RESISTARCE. SAFEGUARDS ETC.
IBY OR 2BY WOOD BUCKS k BUCK FASTENERS BY OTHERS, MUST BE
DCSMED AND INSI'ALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOWS
TO THE 8UIDING STRUCTURE
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTATED PER MA UFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DU ON INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT. NON—METALUC AND NON —COMPRESSIBLE.
MAYERW.S INCUDING 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 THE PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THE PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESLSTANCE ETC.
CONDRI(k!S NOT SHOWN IN THE DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1 DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FGL PARTICULAR OPENING.
STEP USE MWB—OWE COUNTY A+PRO1M GLAZING PRODUCE
MEETING ABOVE LOAD REOUIRFYODS.
STEP3 USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL.
USING GLARE ON SHEET O SELECT MUUKRN SIZE WITH
�� DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEETS S THRU 9 NA ANCHOR CHARTS
STEP ON SHEET 4, SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LORE SPECIFIED IN STEP I ABOVE
•
••••
• ••
•••••
•• ••
•• •
••••••
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• • • • • •
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L1
TUOUIAR SHAPES
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MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
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338 J23
[z = 1.486 Ms Ix 2.975 w\4
IX .950 INN 1. = 2.037 M4 Sz = .977 MJ Si 1.487 M3
Sz .634 M\J Si 1.018 w\J
i X 3 1 X 4 1% 3 1 X 4
STD MULUON STD MUWON CUSTOM MUWON CUSTOM MULLION
6063-T6 6M6 U 6083-T6 6063-T6
�z.o00��.1u
25
1.000
3.00O to
L,-- - L
Ix 1.467 w\4 Ix - 2.976 M4
Si .978 IN\J Si - 1.488 w\J
2 X 3 2 X 4
STD MULLION STD, MUWON
6063-T6 6063-T6
.125
2.000
LI
F--2.000�
Fe.
E6 - OISf.
1/2' FOR OR 1//44 OD N,CIXIRS
5/0' FOR 5/16' ON. MICNORS
ANGLE CUP
6G63-T5
�2.000�.121 �2.DOOy-• ��
j^ 2.000
6.000 6.M)
.126 An .250
-- u
Iz - 5.204 M4 1, - 8.276 IN\4 Ix - 15.203 ]N\4
S. - 2.082 MJ Sz - 2.750 MJ S. 5.068 IN\J
2 X 5 2 X 6 2 X 6
ySJlLlIyD. MULL ON �MULLIDD. MULLIONMULLION HEAVYyUlJdlyyU J�Oy
6063-TB 6063-TO 6063-T6
720 I.M
156 TYP.
.125 2.750 3.250
2:� I
NOTCH NOTCH
OPf10NAL opIIOtML
1 /2'
P. 1/2'
ttP.
U - WN. EDGE DISf. Fy, Fd = MK EOCE DISf.
1/2' FOR 1/4. OIA MZJWRS 1/2' E 1/4' IXl ANC1gR5
5/8' FOR 5/16• 5/8' FOR 5/16' OK MC M Ed.
MULLION CUP MULLION CLIP
6063-T6 6063-T6
,000CT
Z�O
R
• • •••• ••••••
•••••• • ••••••
•
•••• • •• •••••
•
•••••• •• • •••••
•• •• •• • ••••••
•
• • • • ••••••
DESIGN WM CAPACITY - PSP (TUBE W ONS)
DESIGN LOAD CAPACITY - PSP (TUBE X=ONS)
DE81GN ]AID CAPACITY - PSP (TUBE YULI2DNS) • • • •
�� �^
wD4DOw DIMS.
WIDTH (M') MU- SPAN
lY9
STD.
1I4
lTfD.
1 2 3
CUSTOM
ET9
STD.
I Y 4
CUSTOM
E84
M.
EY6
STD.
2Y8
STD.
EY6
BEAVY
wINDOw DIPS.
VADTH (W') M SPAN
IY9
STD.
IY4
SAD.
l Y 9
CUSTOM
EY9
STD.
1 X 4
CVSTOY
EY4
STD.
8Z5
SAD.
EZB
STD.
2Y6
MLAVY
WINDOW D•19.
WAIN ('M) HULL SPAN
189
STD.
IT4
SAD.
I X 8
CUSTOM
I% 4
CUSTOM
E%6
STD.
2%.
M.
EXB
HE1VY
111
�Y
2Y5
STOW
E14
STD.
ZO
19-1/8'
28-1/2
JO'
3Y
42'
45'
54'
80'
66'
72'
38-3/9"
150.0
1'30.0
150A
17AA
150.0
156.0
150.0
150.0
i50A
150.0
18-1/8'
26-1/2'
w
37'
42'
48"
54"
SO'
66'
72"
74-t/4'
]5.]
143A
/16.2
150.0
150.0
150.0
130.0
19-1/6'
26-1/2'
Do'
1.
42'
48'
54'
68'
72'
120"
-
]A2
27.5
55.9
9].]
150.0
1504
f'
V � yl.Rnpj
O
•
150.0
I50.0
150.0--
150.0
54.3
1032
RDA
145.6
1W.0
IW.0
150.0
-
27.6
-
IO.J
70.5
I10.8
150.0
1'A.0
150.0
150.0
150.0
IWO
150.0
150A
-0
91.1
74.1
129.5
150.0
150.0
IW.0
-
24.4
-
35.6
62.3
97.9
IWO
150.0
150.0
150.0
150A
IWO
150.0
150.0
DO.9
73.9
WWI
105.0
150.0
IWO
150.0
-
-
-
281
SOWS
79.J
145.1
150.0
150.0
150.0
150.0
1500
1504
150.0
34.3
$5.1
529
925
1425
150.0
150.0
-
-
-
25A
44.5
as
127A
140.E
150.0
150.0
150.0
IW60
150.0
I50.0
W40
57.0
46J
81.0
124.7
150.0
150.0
-
-
-
2ZJ
36.9
612
111.9
124.9
150.0
150.0
150.0
150.0
I50.0
150.0
26.7
SOWS
412
72.0
110.8
10.2
150.0
-
-
-
-
34.6
541
M44
112Z
150.0
150.0
150.0
1WO
150.0
IS0.0
24.0
21.8
45.6
41.4
37.0
33.7
64.8
55.9
W.7
90.7
131.6
119.E
1'.A.O
150.0
Im.2
IW60
150.0
150A
150.0
150.0
150.0
-
-
-
-
28.3
44ms
B1.4
93.7
149.3
142.0
150A
IW.0
150.0
150.0
20.0
36.0
W69
54.0
83.1
109.7
150.0
-
-
-
-
26.0
40.8
74.6
19-1/8'
26-1/Y
30'
JY
42,
48'
54'
60'
88'
72'
50-5/8'
150.0
1504
150.0
150.0
150.0
150.0
150.0
19-1/8'
28-1/2'
JO'
37'
42"
16'
54'
60'
66'
72'
84'
52.0
110.4
$0.3
150.0
150.0
150.0
150.0
19-1/6'
Z6-1/2'
JO'
3]'
42'
IB'
54'
60'
66'
72'
132'
-
28.7
20.7
42.0
714
116.8
150.0
Z
Q
f -1 �
fY C
143.9
150A
IWO
150.0
150.0
150.0
150.0
I50.0
150.0
375
79.7
57.9
113.0
15D.D
150.0
150.0
-
20.7
-
30.3
53.0
84.3
150.0
I27.1
150.0
150.0
150.0
150.0
332
70A
51.2
98.6
150.0
150.0
1SOO
-
-
-
2&S
I0.6
74.1
1.1
103.0
150.0
150.0
IED
180.0
I50.0
28.9
57A
41.S
81A
U&S
150.0
150.0
_-
-
_
-
21.7
37.9
W-3
110.9
23.7
5n.3
W5
715
110.6
I45.9
150.0
]3.4
33.2
9].)
90.8
1M.4
137.1
150.0
MCI
150.0
150.0
150.0
N
Z
j
-
-
-
-
29.3
45.5
85.5
20.7
M.0
32.0
62.4
965
1Z7.6
150.0
79.4 _
70.8
12SA
119.8
150.0
150.0
I50.0
150.0
_
112.3
101.1
106.E
95.9
150.0
1NA
150.0
150.0
150.0
150.0
I50.0
150.0
-
79.1
2a.4
55.5
88.0
1135
I50.0
-
-
-
-
26.0
41A
76.0
0.5
J5.2
25.8
49.9
77.4
1=1
150.0
0.4
372
68A
S7.B
91.9
872
131.3
150.0
130.0
Aso 0
32.0
_
23.3
45.4
]II.!
82.8
150.0
-
_ _
-
_ _
-
_
-
21.3
WA
31A
62_1
5].0
510
84.2
Bp.O
120.4
150.0
150.0
I50.0
-
29.3
212
41.6
E1.5
95.1
150.0
19-1/8'
26-1/2'
JO'
37"
42'
4a'
54'
60 '
66'
72"
S8'
150.0
150.0
150.0
150.0
150.0
150.0
150.0
26-1/2"
37'
42'
45"
54'
l0'
66'
72'
96'
34.8
74.7
534
109.1
160.0
150.0
150.0
26-1/2'
Jo'
37'
42'
48'
BO'
72'
1N'
32.3
Sams
89.9
ISOD
W tj
m � w
�
� Z 3 -i
3 Z
0 _
Q VI
W M 3
108.6
150.0
150.0
150.0
150.0
IWO
150.0
M.1
53.9
]BA
79.7
133.2
IW.0
150.0
-
-
-
23J
-6
64.9
1102
95.9
Iwo
1H.6
150.0
150.0
150.0
150.01.
U.2
47.6
uz
69.E
117.7
150.0
150.0
20.6
U.0
57Z
105.3
T7.8
1Z3.6
117.2
150.0
150.0
1NO
150.0
-
38.E
27A
56A
95.4
125.a
I5o.0
-
-
-
-
292
455
a.5.4
laws
108.9
103.3
150.o
ma
150.0
150.0
-
34.0
24.5
49.7
H.I
_
110.9
150.0
-
-
-
-
25.7
41.0
60.0
95.3
NA
IM.9
IW.0
150.0
150.0
-
29.a
VA
43.5
7"
97.0
im.0
-
-
-
-
Z2.5
35A
0.8
53.3
84.7
SO J
120.8
150.0
1..0
150.0
-
26.5
-
36.E
65.4
86.2
150.0
31.9
58.5
/8.0
76.2
72.3
I08.7
150.0
IS0.0
130.0
-
23.8
-
34.8
WE
P.6
142.0
-
-
-
-
-
28.7
52.7
43.8
68.3
65.7
98.9
130.0
150.0
1'A.0
--- -
21.E
-
31.6
535
M.
64.E
/29.0
118.3
47.9
M.0
63.5
602
90.E
137.8
150.0
150.0
29.0
49.0
2J.9
43.9
19-1/85R ' 123.3 150.0 150.0 150.0 150.0 IWO 150.0 19-t/8' - .5 37.8
26-1/2" 89.0 145.3 137.3 150.0 150.0 150.0 150.0 26-1/2" 37.9 27.3
30' 78.6 125.4 121.3 150.0 150.0 150.0 ISOM 30' - 33.4 24.1
3]' 63.7 101.1 98.3 148.3 IWO t50.0 150.0 3]' - 27.1 -
42' U.1 91.7 W.6 130.7 15&0 150.0 I50.0 42' - 219 -
!8' a}• 49.1 802 731 114.3 150.0 150.0 150.0 {B' 108' - 20.9 -
5l' 43.7 71ms 67.4 101.E 150.0 150.0 IWO 54' - - -
60' 39.3 04.2 60.E 91.5 139.7 150.0 150.0 60' - - -
66' 35.7 554 511 WWI 127.0 150.o 150.0 66' - - -
72' 32.7 515 I SOWS ]a.2 116.4 150.0 150.0 72'50.7
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4', 5" AND 6' TUBE MULLIONS.
ANCHORS TYPE 'A', V. 'C', 'F' AND 'G' APPLICABLE
ONS. MULLIONS
TO ALL TUBE MULLIONS.
76.6
55.3
48.
38.8
34.9
]0.5
27.1
24.4
222
TYPICAL
134.0 150.0 150.0
96.7 137.7 150.09 AflOES 10 � U6YR•m 1pPoZOMAL MU111011
9t40f MCGNGUM 514WE
855 121.7 150.0
__-
68.3 98.7 150.0
61.0 06.9 150.0 L'tiDpULT 3
�+
53.4 76.0 1]9.1 U110N
47.5 67.6 123.7
42.7 50A 111J OVSNO OIAZNO
38.8 55ms 10" PROOIICI POOOIICI
92.7 CIAZINC GLAZING
PROOUC7 Pa0DUC7
� �„, �
wl 4� W2 L MULLION SPAN
`11111111111]]]7
MULLION ION AR ANG METHS '
WIDTH (1) = Wl + WR ROIXIIT REVISED
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q',�1.��8.6f0o$ /QD'
7E�
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DESIGN LOAD CAPACITY - PS►
DESIGN LOAD CAPACITY - PSP
DESIGN IDAD CAPACITY - PSY • 97 • •
p �/
7�
WINDOW DOES.
INCROSS TYPE
ANCHORS TYPE
- _
ANCHORS TYPE
a
WON (W)
WLL SPAN
♦ I
B
C
D
E
P
G
WDRI (W)
MULL SPAN
♦
R
C
D
I
Y
G
w10111 (W)
MULL SPAN
A
B
C
D
E
P
G
't
19-1/0'
25-1/2'
30'
37'
42'
48'
54'
60"
66"
72'
M-3/9'
150.0
143.9
150.0
150.0
150.0
117.7
!NO
19-1/B'
26-1/2"
M'
T/'
42'
48'
5{'
80'
66'
72'
74-1/4'
103.0
150.0
140A
150.0
150A
50.8
121.7
19-1/e
M-1/2'
30'
37'
42'
4p'
60'
SO.
as'
72'
120'
6J.7-
1113
87.1
ISOA
150.0
37.6
75.3
e
S@
0 1Y
O
r q
1s5 � An
17 R 61 g
0
O
_1SOA
150.0
150.0
150.0
IWO
85.0
1SOA
74.4
148.7
101.6
150.0
150.0
43.9
87A
46.0
92.0
62.9
125.7
146.4
27.2
54.3
127.1
150.0
130.0
1A.0
i50A
75.0
150.0
65.7
131.4
89.7
150.0
150.0
_ MA
77.6
40.6
813
53.5
111.0
129.3
24D
48.0
103.0
1S0.0
140A
IWO
150.0
60.9
121.7
53.3
1D6.5
72.8
145.5
150.0
31.4
62.9
33.0
55.9
0.0
90.0
104.8
-
36.9
90.8
150.0
124.0
150.0
150.0
53.6
107.2
48.9
93.5
54.1
1282
1422
27.7
55.4
29.0
58.1
39.7
N,3
92.3
-
34.3
79A
150.0
10&5
150.0
150.0
18A
9JA
41.1
32.1
56.1
1122
130.E
241
M.5
25.4
50•e
34.7
69.4
BOD
-
]0.0
70.E
141.2
96.5
150A
I50.0
0.7
$3.4
36.5
73.0
49.6
99.7
116.1
21.5
43.1
22.E
45.2
]0A
81.]
71A
-
26.7
63.5
127.1
86.8
150.0
150.0
37.5
75.0
32.8
65.7
H.9
MY
1NA
-
Me
203
10.E
27.8
M.5
64.6
-
244
57A
115.5
73.9
150.O
IS0.0
34.1
M.2
MS
59.7
10.0
81.E
95.0
-
35.3
-
35.9
R3.2
50.5
56A
-
21.8
S3.0
10].B
72.3
1H.7
150.0
313
625
2).{
SI.]
77.4
74A
57.1
-
]2.3
-
33.9
23.1
46.3
5].9
-
20.0
19-1/8'
26-1/2'
}p'
3)'
4]'
48'
34'
60'
66'
72'
50-5/8'
1
!NO
150.D
190A
IWO
150.0
B9.R
150.0
19-1/8"
26-1/Y
30'
]]'
42'
48"
34'
60'
58"
]2'
64'
91.1
TWO
124.4
IWO
IWO
WA
107.E
18-1/8
28-1/2'
30'
37"
4Y
IB'
54'
60'
68'
72"
132'
S&0
113.9
79.2
190.0
150.0
342
6&4
Ip y
Q �'S
W
IM.1
150.D
149.0
150.0
150A
64.4
1_28A
65.7
131.5
88.E
150.0
150.0
MA
77A
41.8
83.7
57.1
114.3
133.0
24.7
49A
M.3
IWO
131.E
150.0
150.0
S6.9
113.E
56.1
116.1
793
150.0
150.0
34.3
6&S
361
73.9
50.5
100.9
117.5
21.8
43.6
76.1
150.0
10&7
150.0
130.0
15.1
92.3
17.1
94.1
843
128.5
10.7
27A
SSB
3D.0
59.9
40.9
81.8
95.3
35.4
28.4
52.8
36.1
MI
83.9
_-
-
31.2
41.5
82.9
56.7
iM3
131.9
24A
49.0
55.8
137.6
91.0
150.0
150.0
40.6
81.3
N
T
O
-
n
y
m
23.1
16.2
31.5
63.1
73.5
-
27.3
36.J
72.8
48.8
98.1
115A
21A
429
80.2
120.{
82.3
150.0
150.0
35.E
71.1
S3.5
107.0
73.1
tI6.2
150.0
31.8
63.2
32.3
64.5
H.1
88.1
102.E
-
38.1
20.5
41.1
28.0
58.1
65.3
-
21.2
18.2
88.3
BSA
I31.6
150.D
28A
SBA
M.0
MA
.55.1
52A �
39.7
79.3
82.3
-
34.3
-
36.9
252
50.5
58.8
-
21.E
4 A
87.6
59.E
119.E
139.3
25.9
51.7
36.1
72.1
53.9
-
31.2
-
33.6
=9
45.9
5 A
-
-
40.1
503
54.E
109.7
127.7
23.7
47.4
242
48.4
33.0
6SA
77.0
-
me
-
30.E
21.0
421
49.0
-
-
19-1/8
26-1/2'
30'
37'
42'
b'
54'
60'
65'
72'
5e
13is
150.0
IM.0
150.0
150.0
77.9
150.0
19-1/8
26-1/2'
W'
J7'
42'
M'
54'
60'
66'
)2'
96'
79.7
I50.0
108.9
150.0
150.0
47.1
94.1
19-1/p"
25-1/2'
30'
37'
42'
M'
54'
50'
72'
IH'
53.1
1N.2
72.6
1452
IWO
31.4
62.7
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f
W
GO
F
Z
R
O
W
IO IOYn
3
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; _ ..
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95.2
150.0
IWO150.0
150.0
_66.2
49.7
112.1
03
57.5
115.0
788
150.0
150.0
3/.0
67.9
W03
76.7
52.4
iNA
IMO
MA
15.J
64.1
150.0
114.9
150.D
150.0
50.8
101.6
69.4
138.8
150.0
l0A
24.3
60.0
48.6
33.9
67.]
46.3
92.5
107.7
M.D
10.0
58.2
136.4
93.1
150.D
150.0
403
50.5
41.2
82A
563
1125
131.0
27.5
54.9
37.5
75.0_
87.4
32A
GOA
120A
e2.0
ISOO
INN
35.5
70.9
36.3
72.6
49.6
"A
115.4
21.4
422
24.2
48.4
33.0
BD.1
]].0
-
28.E
52.8
46.7
105.1
71.8
143.6
150.0
31.0
62.1
Its
63.5
43.4
86.6
101A
-
n.5
-
423
28.9
57.8
67.3
-
25.0
93.4
63A
127.6
148.E
27.E
55.2
4J.]
2B.2
56A
38.0
77.1
89.E
-
313
-
37.E
25.7
51.4
59.9
-
22.2
42.0
&.1
57.4
114.9
133.7
24.8
M_4
50.8
34.]
89.4
BO.B
-
30.0
-
]3.9
23.1
46.3
SJ.9
-
20.0
35.2
76.4
522
1N.4
121.8
22.E
45.1
23.1
46.2
31.5
63.1
7733ae'
-
30.5
21.0
42.1
49.0
J5.0
70.1
4].9
25.7
111A
M.7
41.4
21.2
42.3
2p.9
5].8
57.3
-
25.0
-
M.2
-
38.6
H.9
-
-
19-1/8' 121.4 150.0 IWO ISO. D 150.0 7/.7 143.4 19-1/e 70.8 141.7 96.8
26-1/2' 07.6 IWO 119.7 150.0_ 150.0 51.S 103.5 26-1/2' 51.1 1022 69.$
30' 77A 150.0 105.E 150.0 150.0 15.] 91.4 30" 45.2 903 61.7
37' 521 125.5 85.7 150.0 150.0 37.1 74A 37' 36.6 732 50.0
42' S5.3 110.6 75.3 /50.0 150.0 32.7 0.3 42' 323 64A HA
M' 83' 46A 95.8 66.1 ...2 IWO 25.E 57.1 46' 1U6' 232 MA 38.6
54' 43.0 SEA 50.81173 136.8 25.4 50.E 54' 25.1 50.2 3a.3
60' 38.7 77.4 529 105.8 123.1 22.9 45.7 60' MG 452 woe
66' 35.2 MA 0.1 98.1 111.20A 41.E 68' M.5 41.1 20.0
72' 323 14.5 H.1 N.1 102.E9 - Y.I 72' - 37.6 25.7
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE;
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD. SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 9.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS TYPE 'D' AND 'E' APPLICABLE TO
4', 5' AND 6' TUBE MULLIONS.
ANCHORS TYPE 'A', 'B', 'C', 'F' AND 'G' APPLICABLE ANCHORS
TO ALL TUBE MULLIONS.
IWO 150A 41.8 8Y] ANCNOIt 1YPFA H09¢OMK MULLION
139.7 IWO 30.2 60.4 -OS To
NW
123.4 10.6 263 53.3 ANCHOR TYPES 111LOE RECTANCUM SE
166.0 116.5 21.6 43.2 F t G
AT JAY69 ONLY
SSA 102.E - ]8.1
PRODUCT
7).1 69.8 - 33.3 ;
5&5 79.p - 29.5 YULLIINI `"
61.7 71.8 - 26.7 z Iryp101t
_ 36.1 as. 3 - 24.2 PRODUCT
5T4 59.9 - .2 GVSMC GlAZNO ;
PROOUCI PROOUCi
wI W2 _ MULLION SPAN
��T-s
A e, `' D. c
AT NFAD/su/a4Mes ,Y�I
TYPICAL MULON ARRANGEMENTS �
• ; 1 r ' ``` • ''�
WIDTH W � 2 RcxxEcrlebv15L97 � � -
-**__
t+�18'�g' . �9�7
- •., p`
,, S "•' • .. FF
41 � 3
o
w
y
f
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i SSP
N
0
a$zc
w
3
4 k
Y
t
0
MO4-04
a a
1/4- Dw
Ed. 2 PER CUP (, ON
2
wooDOR
B do
sriR1WOOD
I I
I I
]NS 1/4' DM. ULTIMDONS
NG) 1 PER ANCLE�
MIN
Ij
�i
!SNUG m NamE ulxJ.
:1 /14 SMS
u U
1-O/C O.C. YIN.
i 2 PER ANCIE
1/4' DU.
1
R `R CUP
SNUG m INSIDE MULL
414 SMS
. .
....
......
......
.
......
....
. ..
.....
......
.. .
.....
.. ..
.. .
......
. .
. .
......
1//' DV. ULIMCONS
4 PEA CIA (2 ON EACH WING)
".:.."
,/a• dl ULTRACONs
2 PEN ANGLE
V i
a
Eq. 2 1/4• MIN.
1YP.
�T�
a W
�• y G
IIJI
1 BY 1��1
woc0 BUCK 1I I I
R 11NG Cup311
SNUG EO INSIDE MULL
11 1 I
AWM ANQF
E q
O 8
___ J
I I I
/14 sus
1-D/4. O.C. MIN.
2 PER ANGLE
p $ o
I I
1
LL zz ,,JJ
In
i
9
1/4. 0. MIR
Ed. 1' MIN. a PER CIA (2 ON EACH
I
I
I
2 BY
W000 BUGf I
I I
I I
1/4• dA ULTPACONS W .1L 1
ULTRACONS MAY BE TIE% OR MT NEAR
SUBSTMTE
Ed. - MIN. EDGE DIST.
MN. EMBEDMENT
WOOD
1•
1-1/2'
CONCRETE
1/4• D . PERULTRiCONS- O
CUP
INSDE MULL
#14 sus
1-S/4. O.L. MIN,
2 PER ANOu
WOOD - ?BY WOOD BUCKS OR WOOD STRUCTURE S.O.. 0.55 MIN.
CONCRETE - fc - 3000 PSI MIN.
PROOU
drs
ALL ME ANGIES EC FIT SNUG TIRE Muo.
d W:a EbM 1e orgi os
Aaax;Warc4 Nu
CUPS OR ANGLES CONNECTED dECTLY Rro ro BP TECTED
OR ROOP
IsF+MI°^D.N '.� L'
WITH ASANT CMANSSUCH A11HUMINCUS PNM
WATER-Iii MEDNCRttATE IACOl1ER.
Rv
� R
s
D
o
� 1 �
Z % J e
� �ZLL�
AWM2Al1G1IEB• Q Ul
I.in�k
3 9 M04-04
sheet 5 R1 9
f 6
.... V
1/4• C ULTI m E 1/a' IXI PER
RMONS I/a. Dik C PLTRN:ONC 1/4' Dl2 ULTRM`0NS
Ee, 2 PER CW (1 ON FApt MNc) 1 PER NICLE I. Ed. a PE0. CLIP (2 ON EACIi MNo) z PER ANGIE � oII
--- IN. O 3
'P. Q i •i \�..:11 II• 11t I I •II 11 CS F�`� �
I I I I I I w
I I
>} LJ RMn FIT
CLIP 11 11 y 1�
\ SNUC fiE D15DE cull LI Ll µx2 % 1 !' 3 ll U ALUM2ANDIEe D M Q
• _________ 1 #14 sus 1 IF3y{
1-3il2aMn ANGLE FlMiRIC lM I c
I 1 I 1 1 SIA� FlT NSDE NULL I I cc
-/
l i i i i i tW�F�
4 Pm
R
Ed.
I 1 �
I 1 I I
1
it i r� I 0 i i r Nm_an
I
it i i i i �/z•�z) I I j �< "„� �
2 Z_ 3 LL
No •R
' •' •I . i i < NS
LOCATION OF SCREWS CONNECTING
• Ed. •1/4 DLL ULTRAOONS ANGLES TO TLAIM
2 PER CLIP (i ON EACH MG) & g
„ R
ANCHORS TYPE 'D' $ r} e �
APPLICABLE FOR 4', 5' AND 6' TUBE MULLIONS
I I
1 $ /a' DA IATRACONS BY
1 1 ULTRNX MAY m NIX OR MT HEM `t-1 t�11 illNftf
• 1 I SU6SIItATE Ed. - WIN. EDGE DIST. MIN. EMPFDMENT ��`�`�ry•. A��i N
� CONCRETE 2-1/2'
CONCRETE Yc 30DO PSI MIN. I-R,vmU
.awplYwW wipd PtriAc = � • . , : Ti - L � $
ALTERNATE All OAPs AND ANGLES TO ENT SNUG RlTo TUBE LIULLIDNS. Emwwla'�➢s- I -..---
ANCHOR LOGlxx1 A7E OP drawing no.
CUPS OR ANGLES CONNECTED DIRECRY TO AVSONRY TO BE PROIECTEO f �t .
WITH N lAIM ESI C COATINGS, SI1CH AS 0.ffUMNlOUS PNM OR OT D'' M04-04
ANCHORS TYPE 'CTYPE WATER -MUTE METNGRYIAIE IMAUER. i /`�
---__-- tNwhNAC� _ ' �SIn II^i�1dJ` sheet 6 of 9
•
••••
• ••
•••••
••••••
•• •
•••••
•
• •
• •
• • • • • •
• • • • �4
5/16" 01&CUP
I(2 ON EACH
5/16" D 2 PER
RACONS 1�
Ed. a PER CLIP (2 ON FACN MIO) 2 PFR ANGLE
N. Ok yE i
I I� Ny II It O •�
I I I I "M2 9W
I 'JI SY iG
I- ---------- u u I 1 SNUG FIT NSDE MAIL I /14 SMS_ I `a6 a PER ATIGIE 55gq
1 I i I I
1 1
1
R
z B
I o �
w v C+
- - ---5. -- - - z 1 3j
vim
a
—_ L.ihs�
E 710N OF SCREWS CONNECTWG C�
ANliFS TO TUBES
8RR
ANCHORS TYPE 'E'
APPLICABLE FOR 4", 5" AND 6" TUBE MULLIONS
od4z
sas
5/16" DIA ULTPACONS BY
ULTRACONS IMY BE XIX OR MT NFAD T1111111111IAA ' YY
SUBSTRATE lEd. MIN. EDGE DIST. MW. Ll1BFDMENT `��•p�I .•. �� T
CONCRETE J-1/B' 2' Y 1
CONCRETE . V. - JOOO P51 MN. PROU'JC1'REY'15EDF�M! ` �� ppd {{ (�
ALL CUPS AND ANGLES TO IT SMC Wi0 TUBE MULUONS. �' DIM na
CLPS OR ANISES C011NECIED DIRECTLY TO CONCRETE TO BE PROTECTED �, OF drowi0q
NIM AUGU-RE95TANT COATINGS. SUCH AS &RMINOIIS PNNT OR O1 Ai D!R:
r1ATER-wHliE YERNCRYIATE 1ACOUFR.
N PNJ¢ ss� A`P, M04-04
ITlll 111
• • •••• ••••••
•••••• • ••••••
•
•
• • • • ••••••
•••• you �
I/.• OA MTRMANs 1/4' DIAL ULTRACONS 1/4' pu ULiRAC(N6 1/a' 011 ULIRACONS
Ed.. 2 PER CIF (1 pl FIGN WAG) I PER max Ed2 1/4' MIN. 4 PLA CuP (3 ON F1LN wxc) 2 Prn MICLE X'
IFS ---III
o
ti R
j2P.ERAN.MZ
`RDAl1NC CUPFliINSIDII 2 X 2 XI/sIr�l sNIO m Ws" NULL 11 11 2 X 2 %1 BALUM MI61f I II U U /14 suAU/M _____________ -J1-}2 'P R 4— li II
x
z 4
Z d
o R
� U
w �w
m �
H g) z n^
Z Cad i
Z Z;4o
a NMmi4a
4lnCE�
ALOUA E
ANCHOR LOCATION y yy
C C
R9
ANCHORS TYPE ANCHORS TYPE V s
AT JAMBS ONLY AT JAMBS ONLY X
1 /4' DIAL UL7•ELCO• ? c s'
ULiPA^ANS MAY
HU T BE NIX OR
MT NERD [
SUBSWTE Ed. - MIN. MOE DIST. MN. 7/4
EDM
MASONRY 2-1/2' 1-1/4'
MASDNRY - C-90 HOLLOW/FILLED BLOCK fm - 20DO PSI MIN.
PR<R%1Lr REVLSPFV '''' jj� py E•
ALL CUPS AND ANGLES TO M s C INTO TUSE MUUHINS. M NNMe ilortde = : * _- 8 it 9
CUPS OR ANQl:9 CONNECTED S. SWH TO OnMI D• TO BE PROIECLED Bwldwe L'a•de ....._ _
w1N ALKAL-RESISTANT CMRNGS, sUCN AS BINMINOUS PNM OR
CaIM �[ OF drawing no.
WAIFA-WNIIE MEIIACRYIATE UICOUER. Ortto"' �.' M04-04
Nti („de Prtdst �YYj NAL 11"A`` sheet 8 of
Illll I1L
••••••
•
.•.•..
.. •
.....
•• ••
f• •
••••••
•
•••f••
•
•
• •
• •
••••••
DESIGN
LOAD
CAPACITY
- PSF
DESIGN
EOAD
CAPACITY
- PRY
DESIGN IAAD CAPACITY - PS9 • • • •
WINDOW DIMS. ANCHORS QUANTITY
WWM (Tln MULL SPAN 2 8 4 j14 SITS ME AE MLIC ME
19-1/a" 93-7 140.5 1WA 2, 3011 4 NICNORS
SEE CNARI ION CAPACITY
4
1197�
WINDOW
DEALS.
ANCHORS
0D1MR7
WINDOW
DIALS.
ANCHORS
QUANTITY
WqM ('N)
MULL SPAN
2
3
4
WD114 (W)
MULL SPAN
2
8
4
ZY' _
111
150.0
150.0
150.0
19-1/a•
150.0
I50.0
150.0
limo
26-1/2"
IWO
150.0
150.0
26-1/2-
115.9
150.0
26-1/2' 67.0 101.4 1352 TUBL MULLION
0
150.0
1'..0.0
IWO
150.0
ISOO
150.0
102.4
63.0
I50.0
124.5
150.0
150.0
JO'
J7'
42'
4e'
54"
60'
]e-3/5"
3D"
37"
42-
M'
54'
60'
w
]0' 59.7 $9.6 119J
3]' 4A4 72.6 96A---------------
42- 42.7 64.0 65.J
4e' 144' 37.3 SAO 74.7 ------ -
SIMS
51' 33.2 49.6 86./ 010 m S
60- 29A {4.e 39.7
f iWY Z
� 6• ; 7[
� ly
150.0
140A
150.0
150.0
150A
IWO
73.1
".0
S6.9
IOB.7
96.0
e5J
146.3
128.0
113A
124.5
112.1
150A
190.0
I50.0
150.0
51.2
76A
102.4
101.9
93.4
130.0
140.1
I50.0
150.0
66"
]2'
68'
72'
46.5
6BA
93.1
86' 27.2 40.7 SIJ I
1/8" THICK ALUM CW NIL I
]2' 21.9 3]J IB.e LQIGM TO M SNUG
MO YULLXIN i TUBE MIA17011
A
R
j
42.7
N.0
85.3
19-t
15D.0
IWO
150.0
19-1/8'
1403
150.0
150.0
26-1/2"
150.0
150.0
150.0
26-1/2"
101.4
I50.0
150.0
I
��
30"
150.0
150.0
150.0
30'
59.6
134.4
150.0
TUBES MAY BE 407CMED
N_
37"
137.8
150.0
150.0
3]'
72A
109.0
145J
AS SNOTN TO Allow INSTALLATION I
J
R
121A
106.2
150A
150.0
150.0
150.0
6{.0
56.0
96.0
84.0
128.0
112.0
42'
42'
CAULK ,PINT AFTER ASSEMBLY I I
48'
SI'
S0-5/a'
48'
54'
96'
/11 FH SM5 I
1-1/2" O.C. YIH. VA. STRUCTURE I
94.4
141.6
150.0
49.e
74.7
99.6
�i
60"
85.0
127.4
150.0
60'
44.5
672
e9.6
ACCESS NOLE FaR �C1PACm 11A3E YULLpN
]]2
70A
115A
1062
1"'0
141.6
40.]
37.3
61.1
56.0
e1.5
74.7
66'
]2'
AS.
72"
-J
_____
�
N
Z
J v
19-1/6'
26-1/2
V.
150.0
IWO
150.0
two
IWO
150.0
19-1/8'
26-1/2-
30'
124.9
96.2
150.0
1J5.2
150.o
150A
14 3
150A
IWO
]9.6
119.5
150.0
3)'
42
y'
54'
72'
58'
120.2
150.0
150.0
37'
42'
N'
54'
BD'
66-
72'
Io6'
64.6
96.9
1292
______ _____ ______ _____ ________ ________
_
IE
INSTtilTALLED INFJME11OH
WECTION PEA CUP
I I
m J W
a
3 LL67.4
J
Q W M 3
105.9
92.7
62.4
150.0
139.0
150.0
150.0
S6.9
49.5
85J
74.7
11JA
11
123.6
1112
101.1
150.0
1-
134.e
E"2
II
59.7
89.5
79.6
742
l3.2
54J
OA
72.4
66.4
612
92.7
123.6
19-1/8'
150.0
150.0
150.0
19-1/8-
112A
160.0
150.0
26-1/2-
JD'
150.0
150.0
150.0
26-1/2'
]o'
51.1
I1.7
12IJ
107.5
150A
147.4
1-3/4' X Y 1 1/8' (iDN 2BY iDeE
3/4• F 2' % 1/8' TOR (toy TUBE
�
136.5
150A
150.0
50.1
87.2
116.2
37'
110.7
t50.0
150.0
37'
ALUM
CUT TO M SNUG INSIDE TUBE
97A
146J
125.0
1NO
150.0
42'
48'
54'
g0'
63'
42"
4a"
54'
50"
120'
51.2
76A
102.4
�_�J �tCHORS DETAIL
METAL 10 METAL OONNECTION
c
R
R
R
R
W
44.8
39.8
672
52.7
89.6
79.6
_853
75.9
IMII
113.e
102A
150.0
136.5
35.8
0.8
71.7
621
56.9
93.1
85.3
124.1
113.8
66'
72'
66'
72'
32.6
48.9
852
�l4 SMS/1t•)6
Sl65NNTE Ed. MN. EDGE DIET. MN. CL TO CL SPACING at %
YEQL 5/e' 1/Y
METAL 1/8- MIN. THK. STEEL FY - 36 KSI MIN.
1/8MIN. THK. ALUMINUM (6063-T6 MN.)48' 5T Hill IIII-u
PREBT)CE
n wmplSR
1WMi16Coas, .�
Mcq+� N0
E�PwAKOa ��{/`�
e, 6
ri RmbU A S�a11AL1 T11
c ag
V @
29.9
N.5
59.7
19-1/e'
28-1/2•
30'
3]'
42'
54'
72'
74-1/4'
150.0
131.1
150.0
150.0
19-1/8-
28-1/2'
W'
37'
42'
N
Sa'
66
72"
132'
1021
)3s
65.2
150.0
11OJ
97.7
150.0
1Q.5
130.3
115.a
93.2
130.0
/40.9
01:1
S2-8
46.5
79.3
69.8
I05.7
93.1
6I.7
72A
124.1
10e.6
F12.8.7
10.7
362
61.1
54.3
61.5
72.4S]Ae6.B60'326
--
$ D
"A _
94-5 _
29.6
0.9
M.4
W.2S2.7
59.2
48.3
79.0
72.4
96.5
272
1 40.7
54.3
drowing no.
M04-04
ahaat of 9
M IAM I-DIADE MIAMI—DADS COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamidade.eov/economy
ES Windows, LLC
. . .... ......
3550 NW 491 Street • • • • .
Miami, FL 33142 ; • • • • • •
SCOPE: • • • • • • • •
This NOA is being issued under the applicable rules and regulations governing the use p tructip%rcalerials: •
The documentation submitted has been reviewed and accepted by Miami -Dade Count* *nR Prdtiuct'Contro? •; • • •
Section to be used in Miami -Dade County and other areas where allowed by the Authority having ��Ws�dictiod • • 0 • •
(AHJ). 000000 •
This NOA shall not be valid after the expiration date stated below. The MiamiDad$ Cdurcty Product•Control000000
Section (In Miami -Dade County) and/ or the AILT (in areas other than Miami Dade County reservb*dfffight tq •
have this product or material tested for quality assurance purposes. If this product or materialfa;ls to perform in th$ •' • • ;
accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediatly 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.
DESCRIPTION: Series "EL-150" Aluminum Single Fixed Windows - L.M.I.
APPROVAL DOCUMENT: Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.1)",
sheets 1 through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and expiration date by the Miami Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
Limitations:
1. See design Pressure VS window sizes and glass types in charts in sheet 3. See glazing types in sheet 2.
2. See sheet 5 for optional mulled side by side installation (Approved impact mullion, under separate approval),
when the windows are mulled, lower Design Pressure may control for entire assembly. AHJ to review such
installation for tributary end load and required anchors.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, BARRANQUILLA,
COLOMBIA S.A., series, 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.
This NOA revises NOA # 16-0617.05, consists of this page 1 and evidence pages E-1 and E-2, as well as approval
document mentioned above.
The submitted documentation was reviewed by Lshaq I. Chanda, P. E.
NOA No. 17-1218.12
MrAMMADE COUNTY Expiration Date: May 18, 2022
Approval Date: February 08, 2018
Page 1
t 1ZbE��
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. Evidence submitted in previous files
•..•
A. DRAWINGS 900
1. Manufacturer's die drawings and sections. , , , , , , : .....
2. Drawing No. W16-70, titled "ES-EL150 Fixed Aluminum WdVA,(t.D✓I.I)", sheets 1
through 9 of 9, dated 11/13/16, with revision A dated 05/12/17.prepgred byAl-•
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.,.
B. TESTS
1.
2.
96:*0
Test re orts on: 1 Air Infiltration Test er FBC TAS 202-94 , '
2) Uniform Static Air Pressure Test, Loading per FBC, TAS'20r2-94 ,
3) Water Resistance Test, per FBC, TAS 202-94 • • •
along with marked -up drawings and installation diagram of aluminum fixed%vindow,
prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-16-004, dated
11/14/2016, and revised on 05/10/2017, both signed and sealed by Constantin Bortes,
P.E.
Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-012, dated
05/10/2017, signed and sealed by Constantin Bortes, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 51s
Edition (2014), dated 11/16/2016 and revised on 12/21/2016, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray America, Inc. for their
"Trosifol® Ultraclear, Clear, and Color PVB Glass Interlayer" dated 01/19/17,
expiring on 07/08/19.
2. Notice of Acceptance No.14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas@ (Clear and White) Glass Interlayers" dated 06/25/15, expiring on
07/04/18.
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Company (MA)
for their "Saflex CP — Saflex and Saflex HP Composite Glass Interlayers with
PET Core" dated 06/19/14, expiring on 11/11/18.
4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
Is aq I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Ed; tion (2014�* ai & of no • • • • •
financial interest, dated 11/16/2016, prepared by Al-Farooq Corpotation, sighed and ••
sealed by Javad Ahmad, P.E. • • • • • • ......
G. OTHERS • • • • • •
1. Distributor Agreement, dated 02/21/17, signed by Carlos GafCW (Cl Energra ...... Solar •; • • •
SA) and by Evelyn Daes (ES Windows). .. .. . .....
2. Statement letter of no financial interest, dated 11 /22/2016, prprrd by Blgckwater
Testing, Inc., signed by Dennis Duffy. ;.
3. Test proposal # 16-1476, approved by RER, dated 12/16/2016: • • • ; • • •;
2. New Evidence submitted.
A. DRAWINGS
1. Drawing No. W16-70 Rev B, titled "ES-EL150 Fixed Aluminum Wdw. (L.M.I)", sheets 1
through 9 of 9, dated 11/13/16 and last revised on DEC 07, 2017, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
Note: This revision consist of editorial changes of FBC 17 (6t` Edition) code compliance.
B. Test
1. None.
C. CALCULATIONS
1. None
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance to FBC 2017 (61 Edition), dated 11/08/17, prepared
prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. This NOA revises # 16-0617.05, expiring 05/18/22.
Wt., < (1-11\-
Ishah I. Chanda, P. E.
Product Control Examiner
NOA No. 17-1218.12
Expiration Date: May 18, 2022
Approval Date: February 08, 2018
E-2
ES-EL150
FLIED ALUMINUM WINDOIV
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 3,
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FIX./FIX. OR FIXED WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MWII-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
TYPICAL ELEVATION
FLANGE FRAMES
M
TYPICAL ELEVATION
FLANGE FLIAMES WRH FLUSH ADAPTER
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (SIN EDITION) FLORIDA
BUILDING CODE IN
CODE RICH VELOCITY HURRK•ANE ZONE (M'HZ).
'BY OR 2BY WOOD BUCKS k 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 MANUFS 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 2014/2017 FLORIDA BLDG. CODE h ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATINFORMATIONFOATION
FOR A SITE SPECIFIC PROJECT, I.A. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE NECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND 70 BE REVIEWED BY BUILDING OFFICIAL
IROWICF REV•'®
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FLANGE FPMUES WRH AN ADAPTER
DAYLITE OPENINGS:
D.LO. HEIGHT - WINDOW HEIGHT - 3.125'
D.L.O. WIDTH = WINDOW WIDTH - 3.125'
THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
70M y
aF dlnYry
W16-70
L AL A` ahsat i of 9
•
TEMP. GLASS
-5/16- AIR SPACE
1/8- HUT STREH'D. GLASS
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By'K—.y Amarioo,
0WMayer
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By 'E.Wnon CMmio.l Co.'
OR
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By T CP W1lh PET Core
By 'E.Arrl.n CMrtYCvI Co.'
R1/4' HS. GLASS
DOW CORNING 795
DOW CORM N; 9"
DOW CORNING INSTANT GLAZE III
E4 \II D G/
AT 1/1 PONES
ALL SIZES
CLASS TYPE 'Ai'
7/8' OVERALL I SUL LAM. CLASS
1/8' HEAT SIREN-D. GLASS
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By 'IWramy AmMw, inc.'
OR
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to
DOW CORNING 983
1 DOW CORNING INSTANT GLAZE NI
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AT 1/4 PO"ON LINES
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• • • •
090' IrILM9y.r
SaRLa Char MO Color 6bs.
�'Emlman CMmkol Co.'
075' Inf.r ,
SAW O M1N PEr Cora
'EoAnvrl Ch.mlc.I Co.'
3/16' NEAT SIREND. GLASS
SILICONE
VVViii
LI
DOCONING 795
DOWCOINING 983
DON CORING INSEAM GLAZE EI
I.
AT 1/4 POINTS ON LINES
OWRIDER THW 35' ONLY
GLASS TYPE 'B'
7/16' OIFNLL LAM. GLASS
5/32- TEMP. GLASS
5/16- AR SPACE
5/32HUT STRFN-O. GLASS
090' IMalayer
Tr K.1 M
By'Kwmay N eoo, I..'
Strja-.yar
N
fiy 'Kwomy A doo, Inc.'
.090' M.IIe/.r
SAW CH, And Color OIw.
By 'Emlmon Gl .00l Co.'
OR
075' MMoyer
SoHes CP With PET Con
By 'E..1— CMmical Co.'
r5/32' HEAT STREMD. GLASS
00W CORNING 795
OOW CORNING 98]
z OOW CORING INSTANT GLAZE W
I
r2
GTAZING OPTIONS
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cPACFR,
'HEUMA' LOW PROFILE ALUMINUM SPACER
BY 'UNGERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
PERIMETER $ SEALANT.
SIUCONE
DOW CORNING 791
GE 2000
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br9Wmq .
W16-70
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80.0
42•
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no
BOLO
36'
80.0
80.0
42•
54'
no
BOA
46'
$0.0
80.0
w
71.1
71.1
QO•
71.1
71.1
30"
50.0
-
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36'
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wo
4R'
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54'
71 A
5/ -'
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no
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42•
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80.0
5oA
48'
BOLO
80.0
54'
71.1
71.1
W.
64A
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80.0
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72'
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71.1
71.1
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42'
78'
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80.0
48'
SD.O
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54'
71.1
71.1
30'
no
80.0
]6•
BOLO
BOLO
42'
ss'
SOLO
no
4s'
BOLO
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94'
71.1
71.1
30'
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80.0
>d'
90•
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42'
60.0
BOLO
48'
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38•
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42'
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80.0
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114'
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DESIGN TOAD CAPACITY - PSE
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VO MED BY INSCRIBING PICTURE WINDOW SWIPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED UNES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAF c
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NOTE:
I"1 bHf y GLASS CAPACITIES ON THIS SHEET ARE _
BASED ON ASTM E13DO-09 (3 SEC. GUSTS). c
L CSC D 7 7oq u4 11,mm
EE7::1
L 8 x 8 5
OF Orowinq rlo.
WIDTH AND LENGTH IMMERSIONS CAN BE ORIENTED .S .R• Y`� Wl 6-70
VEWIM.NLY OR HORIZONTALLY AS SHOWN ABOVE. ' I.A4�ONAL 34
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FOR SPACNG
FOR SPACING
BUCKS AND AL WS
OADSEIMPO
MUST SUST NED BY GLAZUCTURE ING SYSTEM
d F
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
— -
TYPICAANCHORS: sEE ELEV. FOR SPACING
S
t /a' DIAL TAPCON BY 'f11Y (F-125 KA, Fy-100 K51)
3
O
]/{' OL_ ULTita WX D 'ELCO' (Fw In KSI, Fy 155 KSI)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
i
THRU !BY BUCKS INTO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
¢
1-1/4' MIN. EMBED INTO MASONRY (JAMBS)
DIRECTLY INTO CONCRETE OR MASONRY
o
1-1/2' MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
$
Z 3 ' 1°
1-1/4" MIN. EMBED INTO MASONRY (JAMBS)
i"
yKwy
t /4' DIA TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
N
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INTO MIAMI—DADE COUNTY APPROVED MULLIONSDR
n
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INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
4
YAwC�M�
(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.)
A
(STEEL IN CONTACT WRN MIAN" TO BE PLATED OR PANTED)
�
TYPICAL EDGE DISTANCE
°
E
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INTO WOOD STRUCTURE - 1' MIN.
w
q 9
INTO METAL STRUCTURE 3/4' MIN.
WOOD AT WAD, SILL OR JAMBS SG 0.55 MN,
CONCRETE AT HEAD, SILL OR JAMBS.- 3000 PSI MIN.
R—K.—Ir-1171
C-90 HOUDW'/FIUED BLOCK AT JAMBSPTn - 2000 PSI MIN.
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INSTALLATION DETAU.5-WI.TH FLUSH FRAM.E_ADAPTEN$
SEE SHEETS 4 h 5 FOR WINDOW DETAILS
%C0)?N7
s
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fin. ••. •:.iD��..`� W1� ;
IUJJSIRATNE ORS. ONLY FOR SPACMG
EXT. OR INT. FMl 1
NOT 9Y F.S. WON.
A
ALT.
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TYPICAL ANCHORS: SEE E . n wP w
#10 WOOD SCREWS (OFMOr 2 CRS)
INTO 2RY WOOD RUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION INTO WOOD
TENS/SELF DRIWNO SCREWS
FROM ENDS
12 O.C. MM.
`/
nLT.
010 TEKS/SETf DRIWNO SCREWS
AT 6 FROM ENDS
AND 12 O.C. MAX.
TWILL ANCNORs / EXTEI2IO12
SEE ELEV.
-
FOR SPACMG
TEKS/SELF ORIWNG SCREWS
FROM ENOS
12 O.C. MAX.
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INSTALLATION DETAILS WITH FIN FFLIMF. ADAPTERS
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M IAM EQADE MIAMI DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 StreotpRoom 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315 2S90 F (I&Q.0--2599......
NOTICE OF ACCEPTANCE (NOA) wwmirllniaaaeov�eenomY •
ES Windows, LLC 0 6 0 V • """
3550 NW 49a' Street • .... •
Miami, FL 33142 ' ....' ' ..' .....
SCOPE: ...... .. ..:..'
This NOA is being issued under the applicable rules and regulations goveming•the• Ise of crosttuction• • • •; •
materials. The documentation submitted has been reviewed and accepted by MiAM-Mide County RER-
Product Control Section to be used in Miami -Dade County and other areas where allowed by tlia Aathority"
Having Jurisdiction (AHJ). • • • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Prodpttctntrol
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.
DESCRIPTION: Series 11EL-100" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W16-57, titled " BS-EL100 Alum Single Hung Wdw. (L.M.I)",
sheets 1 through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade County
Product Control Section.
MISSILE IMPACT DATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo,
BARRANQUILLA, COLOMBIA S.A., series, 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.
This NOA revises NOA# 16-0510.22 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Jorge M. Plasencia, P. E.
NOA No. 17-1114.07
NAMMADE COUNTY l ' Expiration Date:. May 04, 2022
�� Zo Approval Date: January 18, 2018
Page 1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
. . .... ......
1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL #16•-b51b.22
...... • • • • •
. ......
A. DRAWINGS
1. Manufacturer's die drawings and sections. • • •' •
2. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw(L.M.;)' *, sheets 1• •; • • •
through 10 of 10, dated 07/13/16, with revision A dated 04/2171?;eparaci t'Al—
.. . ... ......
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.......
• •
. . . . ......
B. TESTS •�•�••
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Aar Pressure Test, Loading per FBC, TAX tt)2-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window, prepared by Blackwater Testing, Inc., Test Report No. BT-ESW-17-018,
dated 03/31/17, signed and sealed by Constantin Bortes, P.E.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, Test per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Architectural Testing, Inc., Test Reports No.
F9504.01-450-18, dated 04/06/17 and revised on 04/25/17, signed and sealed by Justin
P. McDonald, P.E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5tn
Edition (2014), dated 04/12/17 and revised on 04/21/17, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
orge M. Plasencia, P. E.
Prod ct Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
E-1
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
. . .... ......
E. MATERIAL CERTIFICATIONS '
1. Notice of Acceptance No. 16-1117.01 issued to Kuraray AmV j jq jjnc. Por their
"Trosifol® Ultraclear, Clear, and Color PVB Glass InterlaW."* dated to /19/17, ; • • • •
expiring on 07/08/19. 9000 • • • • • • •
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray AmUV.1,:Inc. Wtftr • •' • • •
"SentryGlas® (Clear and White) Glass InterIayers" dated M/25/15. expiring on
07/04/18. •
. . .....
3. Notice of Acceptance No. 14-0423.15 issued to Eastman Chemical Cortig.any.'(MA).
for their "Saflex CP — Saflex and Saflex HP Composite G1asS 11nterlaygr4 V4h •
PET Core" dated 06/19/14, expiring on 11/11/18. ""
4. Notice of Acceptance No. 14-0423.16 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 06/19/14, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5� Edition (2014), and of no
financial interest, dated April 6, 2017, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, F.E.
G. OTHERS
1. Distributor Agreement, dated 02/21/17, signed by Carlos Garcia (Cl Energia Solar
SA) and by Evelyn Daes (ES Windows).
2. Test proposal # 16-0651-B, approved by RER.
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W16-57, titled "ES-EL100 Alum Single Hung Wdw. (L.M.I)", sheets 1
through 10 of 10, dated 07/13/16, with revision B dated 09/26/17, prepared by Al—
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None.
C. CALCULATIONS
1. None.
E-2
orge M. Plasencia, P. E.
Pro uct Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
ES Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
. . .... ......
D. QUALITY ASSURANCE • • • • • • •
...... . ......
l . Miami -Dade Department of Regulatory and Economic Resources DER).
.... .. . . .
.
E. MATERIAL CERTIFICATIONS " • • • • • • • • • •
1. Notice of Acceptance No. 17-0808.02 issued to Kuraray Am1fV ,:[nc. fol'thhir 0"
"Sen Glasd Clear and White Interla er" dated 12/28/1 • • • oA*0.1/04/230 ' • 0: •
try ( ) Y 7. �g
2. Notice of Acceptance No. 17-0712.03 issued to Eastman Ch&nidatCompany (MAC...:.
for their "Saflex CP - Saflex and Saflex HP Composite Glass I�gtgrlaye0i s eft ......
•
PET Core" dated 09/07/17, expiring on 12/11/18. '
3. Notice of Acceptance No. 17-0712.04 issued to Eastman Chemical Company (MA)
for their "Saflex HP Clear or Color Glass Interlayers" dated 09/07/17, expiring on
04/14/18.
F. STATEMENTS
1. Statement letter of conformance to FBC 5" Edition (2014) and FBC 61 Edition
(2017), dated 09/25/17, prepared by Al-Farooq Corporation, signed and sealed by
Javad Ahmad, P.E.
G. OTHERS
1. This NOA revises NOA #16-0510.22, expiring on 05/04/2022
le M. Plasencia, P. E.
Produ Control Unit Supervisor
NOA No. 17-1114.07
Expiration Date: May 04, 2022
Approval Date: January 18, 2018
E-3
I/a' HEAT S1RM. Ct/55
APO• hHeH -
Trwad PAB
�'KOlavy AmArieo, Inc.'
9e AOC
OR'Kuoivy ATrrlov,
C Ar16 Color GMIF
1Emlman ()Ienlieal co.,
075' IIIMrbyar
Sa CP MTN PET Can
By 'E— Chualad Co.'
1/6' TEAT SIRENS. BASS
SIUCONE
Vow CORING 795
DOW CORNING 96G
DOW CORNING 2400
NEAT STREN'D. GLASS
laaa
GLASS
795
24G0
TEMP. GLASS
—S/a' AR SPACE 1
1/11' NEAT STRETN'D. GLASS
Tmool P.B
O'K—.y AnAHea, I..'
Ago• Inlrlger
SWreYGMA
By'K—W AmMa4 hIc'
AID" InOWivyer
S CMar Ana CI,w Glop
By 'EOAtmon CNAmA:A Ca'
OR
075' IM kyer
Safwx CP WWh PET Core
By 'FAA n ch"" Ca.'
I/a' NEAT STRN'0. 6LA55
SILICONE
DOW CORNING 705 pp
DOW CORNING 9Si F
OOW CORING 2400
(NON MENI) q
AT 1/4 POINTS ON LIES
AT 1/4 POINTS ON LIIFS g AT 1/4 POINTS
WIDER THAN O6' ONLY L/ WIDER THAN 36 ONLY LJ ALL. SRLS
GLASS TYPE .1' GIARR TYPR 'R' CTASS TYPH 'Li'
S/16. OVER41 LAM. MASS 7/16• CVTRALL DIM. GLASS; 7/6' OVERALL IAA. LAIN. GLASS
ES—F7.100
ALUMINUM SINGLF. IIITNG WINDOW
SEE SHEETS 2 AND S FOR DESIGN LOAD CAPACITY.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MDT COUNTY APPROVED MULLIONS IN BETWEEN,
MIAMI-
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT WAS BEEN DESIGNED AND TESTED TO COMPLY YATN THE
REDURVAENTS OF THE 2014 (SIN EDIIWN)/2017 (6TH EDITION) FLORIDA
BULGING CODE RL'LUDING HIGH VDDCDY HURRICANE
ZONE HZ).
1BY OR 2BY WOOD BUCKS RE BLIOIL FASTENERS BY OTHERS. MUST BE
DESIGNED MID INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BURRING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTA.T, SPACLII AS SHOWN ON DETAILS
ANTI !MSTA XD PER WNUFS INSTRUCTIONS. SPECFIED DIBEDYENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIZN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT. NON-METALLIC AND NON-COMPRESSNBLE
MATERWS INCLUDING BUT NOT LOURED TO STEELETA. SCREWS. THAT
HEw COME INTO CONTACT WITH OTHER DISSIMILAR SHALL MEET THE
REQUIREMENTS OF THE 2014/2D17 FLORIDA BLDG. CODE k ADOPTED STANDARDS
THIS PRODUCT APPROVAL 15 GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT. I.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
01' STRUCTURE RED MIND THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS OPAW94G ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
GIAZTNG OPTIO?iS
THESE WINDOWS ARE RATED FOR LARGE h SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REWIRED.
. . .... ......
.. .. .. . ......
TEMP- CLAI :••••• �l •
05/16' OR 50CE ��� ro • •,
• 01/6' IRAT STREN'o.• • • z W ; •
090' IMwhyer 94106 0
oR � P.
By Kwarq AnNrim, Mc.' f
•apra o
I SAAryCMs
By 'j ... u
K—y Mar1m. Inc.' FC6[C6[
090' IIAeHyer n
E Cm C Cdar Clan .L
OR'ByD'ae4n I+mkW Ce.' <R
.075• Yderi ,
S.R. CP WRh PEf Core
By 'Ea A Chwdw Ca.' j gQ
1/4• LEIS STREN'D. GLASS rg6• C
SILICONE
I �Dow DOW CORh"
Comm i w Sf�-13
wl
AT ISM
i Y
M4 AL 32F5
N
LiLSR TYPE '21' � 'n
7/e• OVERALL RSUL UIX GLASS
d 3z�8
Wasp
6/L6' k 1/B' AIR SPACE CONSI.S WC OE:
L A
r
LMA'
'HELINA' LOW PROFILE ALUMINUM SPACER
BY 'LINCERMANN GMBH'
AROUND THE PERIMETER OF THE GLASS.
PERIMETER SEALANT.
SILICONE
°
DOW CORNING 791
B
GE 2000
Y
PRODUCT REVISED
eeresMls iW"1 tb N* iAL eaanW Ode
Mowa4a. 17.1114.07
eaN..Ler
4
DF / - drawtnQ nP.
W16-57
W
s3t/a, _ 5,1/e, m •••••• �y �
WMOOW WIUM WINDOW WIDTH • w Wi • u
47 1/2-1� • • • • • •
D.LO. (FIX. UTE) FALSE M.HTRb 14' • • • 2 (rI, ;+
° VAX 6mkx
-(%WADE APPDED) IAIX • • • O S 4 i
HEAD
MAIL WV eE VSm � ° 21 1 /IFM /SIL1� �i yA9r
_. uD CORHErc
5 if i
PH
4
o $
-41
S
C 14* t(
T �„ MAX TO v�i aa
ff 'SILL vi G a
4T 7/2•
D.O. (VENT) a caj
p a
50 1/8" so 1/8. 50 1/0- o y
VENT WIDTH _. VENT WIDTH VENT MOTH LI %+
7YPICAI FI FVATION TYPICAL ELEVATION TYPICAL ELEVATION
EQUAL UTES EQUAL UTES EDW1 Lrrm
F1.MIGE FPAM6 flN RIA)AU Am MUSH AlYPTER FLANGE FRAMES WRH PH AAIFIER
MAXIMUM DESIGN LOAD RATING -+� "
6nR sms s11DAN AOo.E OR SMALLER) - 110.0 PSF coil
g
s7D. FRANB sac _
MAXIMUM DESIGN LOAD RATING e + 80.0 PSF m g $
(FOR sus SHOWN ABOW OR SMALLS) - 80.0 PSF
M-R(SE FRWFIN SaL G ^
a
FOR ALTFAIUM SIZE LIWTS MAX FP/JJE AREA a MNOGYI 8
HOT TO UC® T61ED FRAME AREA OF 28.04 SO. FT. OR 53-1/8- MOTH. `I II1111111 1 c
- w..s
PRODUCT REVISED -
�M,OeegMw wIM tlw nerW •/psp2 '_ o _
No4lb, 17.1114.07
NOTE: 8 1 c
GLASS CAPACITIES ON THIS SKEET ARE ei�1VO1
BASED ON ASTM E1300-09 (3 SEC. GUSTS) y ,q ,; • �cwiOG
AND FLOP' BUILDING COMMISSION W16-57
DECLARATORY STATEMENT DCA05-DEC-219 '�RR�IALII .h.at 2
I- •
50 1/8- 57 T/8-
wemow MaM wRlDOFt wan+
47 1/2'
D10• (FIX LRE) FALSE MLMINS
(SU3lDE APPNFD) MAXHEADA �21 WY BE I15[D 4' MA 21- MAL
CMMERS 4 I COa&AS 8 41Er➢
--1Jk-_ - 1k---
Y J
MAX
N 1/Y
DLO.
SD 1/8• 50 1/8' I 50 1/8'
YEM WDiH , wm F VEAL MDTN
n0 A�FVATIDN TYPICAL ELEVATION
UNEQUAL Ui6 (ORIEL TYPE) UNEQUAL LOES (ORE1 TYPE)
FUNGE FRAMES w0N FLUSH ADAPTER FLANGE FRAAIFS w M ADAPITA
TYPICAL MEVAMON
UNEQUAL UTES (ORIEL TYPE)
FVNGE FRAMES
NOTE:
GLASS CAPACITIES ON THIS SKEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUDDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
9
ff
• • •••• ••••••
•
•
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Q a6
n A
•
•
••••
• I,
9
I � ii
• •
4
i
l
11
MAXIMUM DESIGN LOAD RATING - + 80.0 PSF
(FOR SRES 91owN ABM DR %WN W - 80.0 PSF
`
STD. FRAME SrLL
MAXIMUM DESIGN LOAD RATING - + 80.0 PSF
I— MM BHDxN A9 GO Wu ) - 80.0 PSF
HI-RL38 FRAME SILL
OAERAT YEMS CAN K 1/2 M 1/3 GF MVM HDDNr
MVL DI MG. FOR FORD LRE Nor M EXCEED 15.7 S0. Fr.
FOR Al]F13UTE SIZE UNITS W FRAME AREA OF 1TRa0w
NOT M EXCEED TESTED FRAME AREA of 28.04 M Fr. OR 5�1/3- MOT1L
PRODUCTD
1.77
NYqUf7TF4,
E , MUMun Dub 057042022
MI�Fta�
'yr -
�� II
drying n
p, ' W16-57
as
',(g
O
LET- --_.—
a
F
oPlneiu ro
sPRnc BATCH
i
�Qd9T.
T1PIfAL WICNORS
SEC F1EV.
EDR SPACRIG
}YEEPHOLEl
W1 - 1-31C K 1/4- WEEPHOLES AT 4- FROM EACH END
. . .... ......
...... . ......
----• .,�w.�
_ _..
1y�1 E COUNTY APi1
• ��Il!)1f!j� MVLLWN NIOIGId � 1 • �
SSEEEE SEPAUTE !bA • } • Z
•tl •• ••II• �t �' J
EDCE DIET. it
• • G�j pryp •
• • • • • • Z 8
iTRCAL� • • • , _
FOR SPACmG • • • •
4 �oQE
WOOD BUCKS AND METAL STRUCTURE NOT BY ES. WINDOWS -� g
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: sm ELEV. FOR SPACNG d
T /4' dl� ULTRACON BY JfiCO• (fwln W Ey-15s K9)
INTO 2BY WOOD DUCKS OR WOOD STRUCTURES o
1-1/2' LRN. PENETRATION INTO
WOOD (HEAD/JAMBS)
THRU TRY BUCKS INTO CONIC. OR BLOCKS <
1-11 MIN. FMBFD INTO CONCRFZE (HEAD/JAMBS) w
1-1/4' MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS w
1:1/4' MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1/4' MIN. EMBED INTO BLOCKS (JAMBS) cZ
TE7C5 OR c F DRI N - SCREWS (GCB (,;FADE 6 S) �+ S
INTO MbWI-DARE COUNTY 1 APPROVED MULLIONS I I uj N
OR
INTO METAL STRUCTURES (HEAD/JAMBS)
(3) THREADS MIN. PENFTRADON BEYOND SUBSTRATE
ALUMINUM: 1/8' THK MIN. (6063-T5 MIN.)
STEEL: 1/8- THK. MIN. (Fy - 36 KSI MIN.)
(s1EE1. iw CONTACT wrtH A1LumW ro •i r1A1m oR vAwim) � � �
MCI DISTANCe
INTO CONCRETE AND MASONRY - 2-1/2' MIN. B�
INTO WOOD STRUCTURE - 1' MIN.
INTO
METAL STRUCTURE - 3/4' MIN.
WOOD AT WAD, SILL OR JAMBS SG - OMWK
CONCRETE AT HEAD. SELL OR JAMBS fE - -AM PSI MIN. _
C-90 HOLLOW/FILLED BLOCK AT JAMBS Em - 2000 PSI
PRODUCT REVISED
eenaMnR «Nb W FbrM�
re ,Coi 17-1110.07
eypnuaw Mtr — 22
•Y
r
•� ;u- I IpIS
aff •�� . d�mrirq U no.
IAL1P' (laheet_.4 of 10I
•
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