WS-18-1149Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
Permit
issue Da
Permit NO. WS-5-18-1149
Permit Type: Windows/Shutters
Classification: Window/Door Replacem
Permit Status: APPROVED
5/212018 Expiration: 10/29/2018
Parcel Number
Applicant
429 NE 102 Street
Miami Shores, FL 33138-2452 '
1132060170790
Block: Lot:
ALISA SMITH
Owner Information
Address
Phone
Cell
JULIE ELIZABETH NEVINS
429 NE 102 Street
MIAMI SHORES FL 33138-
(305)681-6322
429 NE 102 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone Cell Phone
SOUTH FLORIDA RESTORATION INC (305)651-9660
Valuation:
Total Sq Feet:
$ 4,957.06
0
Type of Work: WINDOWS 2 AND DOORS 1 REPLACED TO I
No of Openings: 4
Additional Info:
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$3.00
$2.10
$2.00
$1.00
$140.00
$9.00
$4.00
$161.10
Pay Date Pay Type
Invoice # WS-5-18-67362
05/02/2018 Check #: 1057
05/01/2018 Check #: 1056
Amt Paid Amt Due
$ 111.10 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
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 AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
constructionprd zoning. Futherm , I a horize the above -name contractor to do t a work stated.
May 02, 2018
Authorized Signature: Owner
/ Applicant / Contractor / Agent
Date
Building Department Copy
May 02, 2018
1.5\\Vg.
--.330(>='
BUILDING
PERMIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
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
Master Permit No.
Sub Permit No.
❑ REVISION
EPLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF
CONTRACTOR
JOB ADDRESS: 4-t2.q IVE 102r) G' St
City: Miami Shores County: Miami Dade
Folio/Parcel#: (►_-?,2Oo- bli-- 0-4-10 Is the Building Historically Designated: Yes
Occupancy Type: Load: Construction Type: Flood Zone:
FBC 2cn-
011
wS(9-I
❑ EXTENSION ❑RENEWAL
❑ CANCELLATION ❑ SHOP
DRAWINGS
OWNER: Name (Fee Simple Titleholder):
F- csci vmat -
Address: t-►2q NE- I Q2r,d S?'
City: h t G rYt t Sho (es State: zip: 3 31 S
Tenant/Lessee Name: Phone#:
Email: m G1,1 I Q, cut CSC., $ rnt tTY. CD tYl
Zip: 33138
NO
BFE: FFE:
Phone#: a-$ ro - 53 to- soS
CONTRACTOR: Company Name: SOU -ill FLQ(1GtLA "e+2s-t-orco- Loy, Phone#:
Address: 61-5 Nry I I (' T1'1 Stree4"
City: 1 L Cf YYu State: FL
Qualifier Name: Dave d-f,Lv1,11ctc "f , Phone#:
State Certification or Registration #: CC'lC., /�D?Z1`C1S Certificate of Competency #:
DESIGNER: Architect/Engineer: C,Vvt:LS CU.SGrtO L&(Ct 4I 'cfi) Phone#: GS(r- 29-S- OPi2(o
'305 IG-(o60
Zip: 33 I C,
ct54- 253_6�83
Address: 4-(S,3o N, E-Y IG-r�S 2-c S.�-rc, 161 City: SJArLb2 State: ` L- Zip: 3 33SI
Value of Work for this Permit: $ L1 , cts-4• Ocp Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New
❑ Repair/Replace
❑ Demolition
Description of Work: UJ vet C.C7lW S Co') CA ,ctooc, S rep Ler-I "t c rv1 act c�T
Specify color of color thru tile: �J �^
Submittal Fee $ . C Permit.Fee $ !n .0 4' 03
Scanning Fee $ Radon Fee $ oC • co
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $ 00 Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ I I t . .0
(Revised02/24/2014)'
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State 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 certifiedcopy 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 approved and a reinspection fee will be charged.
Signature
Signature
CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
l day of Aier.i. , 20 IFj , by day of Ptpri I , 20 (t , by
�ISGI Sin cry-) ; who is personally known to PG{Vt tA u' (1 U Lone , who is rsonally ow o
me or who has produced FL 0 fwf'c la C.Q ) Se'ps
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
Nal GI t 2?-(2-
;leiik, NILDA LOPEZ
'i MY COMMISSION # G0056663
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Nvdel, l7
Print:
Seal:
**************
*******
n
NILDA LOPEZ
''i MY COMMISSION # OG056663
EXPIRES December 20,2020
************************
*************
APPROVED BY Plans Examiner Zoning
Structural Review Clerk
(Revised02/24/2014)
Property Search Application - Miami -Dade County
Page 1 of 1
Summary Report
Property Information
Folio:
11-3206-017-0790
Property Address:
429 NE 102 ST
Miami Shores, FL 33138-2452
Owner
JULIE ELIZABETH NEVINS
ALISA SMITH
Mailing Address
429 NE 102 ST
MIAMI SHORES, FL 33138 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY : 1 UNIT
Beds / Baths / Half
2 / 1 / 0
Floors
1
Living Units
1
Actual Area
1,960 Sq.Ft
Living Area
1,751 Sq.Ft
Adjusted Area
1,821 Sq.Ft
Lot Size
5,950 Sq.Ft
Year Built
1941
Assessment Information
Year
2017
2016
2015
Land Value
$178,264
$148,795
$142,998
Building Value
$131,232
$127,009
$128,495
XF Value
$1,468
$1,488
$1,247
Market Value
$310,964
$277,292
$272,740
Assessed Value
$310,964
$255,984
$254,205
Benefits Information
Benefit
Type
2017
2016
2015
Save Our Homes
Cap
Assessment
Reduction
$21,308
$18,535
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County,
School Board, City, Regional).
Short Legal Description
6 53 42 PB 15-14
AMD PL OF MIAMI SHORES SEC 4
LOT 16 BLK 92
LOT SIZE 50.000 X 119
OR 19587-3031 03 2001 1
Generated On : 5/1/2018
Taxable Value Information
I 2017 2016
2015
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$260,964
$205,984
$204,205
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$285,964
$230,984
$229,205
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$260,964
$205,984
$204,205
Regional
Exemption Value $50,000
$50,000
$50,000
Taxable Value $260,964
$205,984
$204,205
Sales Information
Previous
Sale
Price
OR Book -
Pa a
9
Qualification Description
12/28/2016
$100
30365-4854
Corrective, tax or QCD; min
consideration
06/24/2016
$489,000
30141-1227
Qual by exam of deed
03/15/2013
$371,000
28541-4641
Qual by exam of deed
08/10/2010
$195,000
27395-0334
Qual by exam of deed
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser
and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp
https://www.miamidade.gov/propertysearch/
5/1/2018
OCEAN IMPACT, LLC.
675 NW 116Th Street
Miami, FL 33168
Phone # (305) 640-5288
E-mail Jay@Oceanlmpactllc.com
Estimate
Estimate
191005
Name / Address
Alisa Smith
429 NE 102TH STREET
MIAMI SHORES, FL
(786) 536-5057
Date
Agent
3/29/2018
Jay
Description
Qty
Rate
Total
Eco Window Systems - Horizontal Rolling Window 200 L.M.I.
XO White
Screen: Yes
Std. Sill
Size: 52 3/4 x 62.3/4
Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS
Glass Color: Clear
Glass Interlayer: Clear
PSF: +70.0 -70.0
Egress: 1st Floor: Yes I 2nd Floor: Yes
Eco Window Systems - Horizontal Rolling Window 200 L.M.I.
OX White
Screen: Yes
Std. Sill
Size: '52 3/4 x 62 3/4
Glass Makeup: 1/8 HS + .090 PVI3 + 1/8 HS
Glass Color: Clear
Glass Interlayer: Clear
PSF: +70.0 -70.0
Egress: 1st Floor: Yes 12nd Floor: Yes ,.
Eco Window Systems -French Door 600 - L.M.I. X White Right
Active
Size: 37 x 84 1/2
Glass Makeup: 1/8 HS'+ .090 PVB + i/8 HS
Glass Color: Clear
Glass Interlayer: White
Hardware: 2 Flush -Bolts + Active Handle + Deadbolt Prep:
PSF: +70.0 -75.0
Sales Tax on Materials
Installation Cost'
1
2
1
1
676.09
676.09
1,062.44
216.3497
1,650.00,
676.09
1,352.18
1,062.44
216:35
1,650.00
Total
Page 1
OCEAN IMPACT, LLC.
675 NW 116Th Street
Miami, FL 33168
Phone # (305) 640-5288
E-mail Jay@Oceanlmpactllc.com
Estimate
Estimate
191005
Name / Address
Alisa Smith
429 NE 102TH STREET
MIAMI SHORES, FL
(786) 536-5057
Date
Agent
3/29/2018
Jay
Description
Qty
Rate
Total
Included
and
supplied
TERMS
Permits,
this
Prices
Customer
changed
Payments
Materials)
(including
Estimate,
be
the
remaining
choose
understands
Storage
storage,
date.
Ocean
architect
beyond
Customer
Impact,
after
Customer
Manufacturer
manufacturer(s)
Customer
Touchups
Estimate.
color
manufacturers
on this Estimate: Removal of existing shutter rails, close up shutter holes, caulk necessary interior
exterior window framing, stucco exterior where necessary, spot prime and paint touch ups. (owner
paint /color) . -
AND CONDITIONS:
engineering, engineering fees, architectural fees, and/or processing not included unless specified in
Estimate. ,
quoted are based on our interpretation of plans, sketches, specifications and information provided by
or others representing the Customer. These prices are subject to change if source material is
in any way or if field verification of sizes differs from plans or if required by field conditions.
will be completed as followed: 1st draw-50% deposit on product costs (including Sales Taxes on
required to place any product order. 2nd draw- Requires any balance remaining on product costs
Sales Taxes on Materials), as well as balance on permitting and processing relating to the
and at least 50% on Installation costs to be paid prior to Installation and Delivery. 2nd draw must
paid five (5) days before delivery of Products to Ocean Impact's Warehouse. Ocean Impact will contact
Customer prior to delivery. 3rd draw- Requires remaining balance 50% on installation and any other
payments. 3rd draw must be paid within (3) days of Installation completion. The customer may
to pay with a check, wire the funds, or complete a credit card authorization form. The customer
that all credit card purchases will be subjected to a 3% processing fee.
charges will be billed at the rate of one percent of the Total Estimate amount per every month of
in the event that the Customer or others representing the Customer delay the scheduled installation
Storage fees will be implemented unless otherwise determined by Ocean Impact, LLC.
Impact, LLC will not be responsible for delays due to labor troubles, permit processing disruptions,
and engineering drawings errors, fire, natural disasters, accidents, transportation or any other causes
its control.
should carefully check material upon arrival and immediately report shortages or damage to Ocean
LLC. No claims will be considered unless filed within five (5) days after installation, or (7) days
delivery (if no installation included on the.Estimate).
agrees that the pricing reflected in this proposal is based on current manufacturer pricing.
pricing is subject to change until the point when order is released into production. Should
impose any increase in pricing, Ocean` Impact, LLC, will pass along said increase to
only to the extent in which it has-been received from the manufacturer.
or patching concerning stucco, drywall, or paint, will be included if specified as such in the
Unless original paint source supplied by Customer, Ocean Impact, LLC does not guarantee the
finish. Color samples will be approved by client prior to installation. Colors varyby different paint
and may not,be an exact match to the windows & doors.
Total
Page 2
OCEAN IMPACT, LLC.
675 NW 116Th Street
Miami, FL 33168
Phone # (305) 640-5288
E-mail Jay@Oceanlmpactllc.com
Estimate
Estimate
191005
Name / Address
Alisa Smith
429 NE 102TH STREET
MIAMI SHORES, FL
(786) 536-5057
Date
Agent
3/29/2018
Jay
Description
Qty
Rate
Total
Glass are a product of nature and are never flawless, these natural variations are to be expected and will vary
within reasonable tolerances that are standard in the industry and do not constitute a defect.
Removal of former Windows will be provided if installation is included in the Estimate.
All installations, if included on the Estimate, will be performed by Florida State licensed and insured General
Contractor South Florida Restoration, Inc CGC052795 and South Florida Restoration, Inc will provide
certificates of insurance as necessary.
Customer shall pay all reasonable attorneys fees, collection cost and court cost accrued in the collection of
amount due. Buyer agrees that all litigation arising directly or indirectly from this sale shall be in courts
located in Miami Dade County, Florida. Deposit will be required once estimate is signed.
Total
OCEAN IMPACT, LLC.
675 NW 116Th Street
, Miami, FL 33168
Phone # (305) 640-5288
E-mail Jay@OceanImpactllc.com
Estimate
•
Estimate
191005
Name / Address
Alisa Smith
429 NE 102TH STREET
MIAMI SI-IORES, FL
(786) 536-5057
Date
Agent
3/29/2018
Jay
Description
Qty
Rate
Total
My signat` "e acknowle g "s and authorizes Ocean: Impact,
the abov escr p ion o i imate, and also accepts the
X ,I
LLC to process
stated terms
OF FLORIDA
on
the orerfor the products listed
and conditions.
COUNTY OF MIAMI-DADE
Sworn to and subscribed
Signatur
STATE
Sworn
before
by
s
OF FLORIDA
to and subscribed
a this
Owner(s)
COUNTY OF MIAMI-DAD STATE
before me this M�$Qt iC'T)i
I day of tkr a , 20 (4j , day
t Wit. Signature of
Notary
Public
Print
(SEAL)
Personally
or
Aro.
Name N‘ t dui
known
Produced Identification
,sZler •y,;: NILDA-COPEZ
` ; .•i'MY COMMISSION # 00056663
o,�„.,.• EXPIRES December 20:2020
t .,
_ tri.(j" I J, try-(,t
Total $4,957.06
Page 4
OCEAN IMPACT, LLC.
675 NW 116Th Street
Miami, FL 33168
Phone tk305) 640-5288
E-mail Jayia/Oceanlmpactllc.com
Bill To
Alisa Smith
429 NE 102TH STREET
MIAMI SHORES. FL
(786) 536-5057
INVOICE
Date
Invoice #
4/5/2018
70
Estimate / P.O.
Agent
191005
Jay
Quantity
Description
Rate
Est Amt
Prior %
Current %
Total %
Amount
0.5
Eco Window Systems -Horizontal Rolling
Window 200 L.M.I.
XO White
Screen: Yes
Std. Sill
Size: 52 3/4 x 62 3/4
Glass Makeup: 1/8 HS + .090 PVB 1- 1/8 I -IS
Glass Color: Clear
Glass Interlayer: Clear
PSF: +70.0 -70.0
Egress: 1st Floor: Yes 12nd Floor: Yes
676.09
676.09
50.00%
50.00%
338.05
1
0.5
0.5
Eco Window Systems - Horizontal Rolling
Window 200 L.M.I.
OX White
Screen: Yes
Std. Sill
Size: 52 3/4 x 62 3/4
Glass Makeup: 1/8 HS + .090 PVB + 1/8 HS
Glass Color: Clear
Glass Interlayer: Clear
PSF: +70.0 -70s0
Egress: 1st Floor: Yes I 2nd Floor: Yes
Eco Window Systems 'French Door 600 -
L.M.I. X White Right
Active
Size: 37 x 84 1/2
Glass Makeup: 1/81 S+.090 PVB + 1/8 HS
Glass Color: Clear
Glass Interlayer: White
Hardware: 2 Flush -Bolts + Active Handle +
Deadloltt Prep.
PSF: +70.0 -75.0
Sales Tax on Materials
:Installation Cost
676.09
1,062.44
216.3497
1,650.00`
1.352.18
1,062.44
216 35
. 1,650.00
50.00%
50.60%
50.00%
$.00%
50.00%
50.00%
50.00%
50.00%
676.09
531.22
108.17
825.00
Page 1
Balance Due
OCEAN IMPACT, LLC.
675 NW 116'i'h Street
Miami, FL 33168
Phone #(305) 640-5288
E-mail Jay@Occanlmpactllc.com
Bill To'
Alisa Smith
429 NE 102TH STREET
MIAMI SHORES. FL
(786) 536-5057
INVOICE
Date
Invoice #
4/5/2018
70
Estimate / P.O.
Agent
191005
Jay
Quantity-
Description
Rate
EstAmt
Prior %
Current %
Total %
Amount
Included on this Estimate: Removal of existing
shutter rails, close up shutter holes, caulk
necessary interior and exterior window framing,
stucco exterior where necessary, spot prime and
paint touch ups. (owner supplied paint /color)
Total-
$2,478.53.
Page 2
•
Balance Due $2,478.53
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).
Acknowled ! ement:
I A\t i 1 povn1 ACnv t P
er Signature Date Print Name
482301
MecaWind Std v2.2.8.3 per ASCE 7-10
Developed by
Date : 4/19/2018
Company Name : True
Address : Address
City : City
State : State
MECA Enterprises, Inc. Copyright www.mecaenterprises.com
Project No.
Designed By
Description
Customer Name
Proj Location
File Location: C:\Users\Maria\Dropbox\CSpace Architecture Team Folder\Projects\2018\1821
St\06_Specifications\mecawind.wnd
Input Parameters:
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Alpha
At
Am
Cc
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang
Bldg Length Along
Directional Procedure
175.00 mph
II
N/A
1.00
9.50
0.11
0.15
0.20
0.20
0 : 12
13.00 ft
13.00 ft
at Eave= .00 ft
Ridge = 65.00 ft
Engineer
: Engineer
. Description
Customer
: Location
All Heights Building
(Ch 27 Part 1)
Exposure Category C
Flexible Structure = No
Kd Directional Factor = 0.85
Zg = 900.00 ft
Bt = 1.00
Bm = 0.65
1 = 500.00 ft
Zmin = 15.00 ft
Slope of Roof(Theta) = .00 Deg
Type of Roof = FLAT •
Eht: Eave Height = 13.00 ft • •
Overhead Type = Overhang ••
Bldg Width Across Ridge= 27.00 ft
Gust Factor Calculations
Gust Factor Category I Rigid Structures - Simplified Method
Gustl: For Rigid Structures (Nat. Freq.>1 Hz) use 0.85 = 0.85
Gust Factor Category II Rigid Structures - Complete Analysis
Zm: 0.6*Ht
lzm: Cc*(33/Zm)^0.167
Lzm: 1*(Zm/33)^Epsilon
Q: (1/(1+0.63*((B+Ht)/Lzm)^0.63))^0.5
Gust2: 0.925*((1+1.7*lzm*3.4*Q)/(1+1.7*3.4*lzm))
15.00 ft
= 0.23
= 427.06 ft
= 0.94
= 0.89
Gust Factor Summary
Not a Flexible Structure use the Lessor of Gustl or Gust2 = 0.85
Table 26.11-1 Internal Pressure Coefficients for Buildings, GCpi
GCPi : Internal Pressure Coefficient = +/-0.18
Wind Pressurs Main Wind Force Resisting System (MWFRS) - Ref Figure 27.4-1
Kh: 2.01*(Ht/Zg)^(2/Alpha)
Kht: Topographic Factor (Figure 6-4)
Qh: .00256*(V)^2*I*Kh*Kht*Kd
Cpww: Windward Wall Cp(Ref Fig 6-6)
Roof Area
Reduction Factor based on Roof Area
= 0.85
= 1.00
= 33.94 psf
= 0.80
1755.00 ft^2
= 0.80
MWFRS-Wall Pressures for Wind Normal to 65 ft Wall (Normal to Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall
Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
Leeward Wall -0.50 -20.53
Side Walls -0.70 -26.30
Wall
- 8.32
-14.09
Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
Windward
Windward
13.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51
3.00 0.85 1.00 0.80 33.94 16.97 29.19 37.51
Roof - Dist from Windward Edge
Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
Roof: 0.0 ft to 6.5 ft
Roof: 6.5 ft to 13.0 ft
- 0.90 -32.07 -19.86
- 0.90 -32.07 -19.86
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5820 Maynada
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S. •
•
••••
• •
••••
• •
•
•
•
•
S. •
• • •
•• •
•.
•
•
• •
• •
••
•
•
•
•
•
•
Notes
Note
Note
Note
Note
Note
Roof: 13.0 ft to 26.0 ft -0.50 -20.53 -8.32
Roof: 26.0 ft to 27.0ft -0.30 -14.76 -2.55
(1)
(2)
(3)
(4)
(5)
Normal to Ridge
Per Fig 27.4-1 Note 7, Since Theta<= 10 Deg base calcs on Eave Ht
Wall & Roof Pressures = Qh*(G*Cp - GCPi)
+GCpi = Positive Internal Bldg Press, -GCPi = Negative Internal Bldg Press
Total Pressure = Leeward Press + Windward Press (For + or - GCPi)
Ref Fig 27.4-1, Normal to Ridge (Theta<10), Theta= .0 Deg, h/l= 0.48
MWFRS-Wall Pressures for Wind Normal to 27 ft wall (Along Ridge)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Wall
Cp Pressure Pressure
+GCpi (psf) -GCpi (psf)
Leeward Wall -0.28 -14.18
Side Walls -0.70 -26.30
Wall
-1.96
-14.09
Elev Kz Kzt Cp qz Press Press Total
ft psf +GCpi -GCpi +/-GCpi
Windward
Windward
13.00 0.85 1.00 0.80 33.94 16.97 29.19 31.15
3.00 0.85 1.00 0.80 33.94 16.97 29.19 31.15
Roof - Dist from Windward Edge
Cp Pressure Pressure
+GCpi(psf)-GCpi(psf)
Roof: 0.0 ft to 6.5 ft
Roof: 6.5 ft to 13.0 ft
Roof: 13.0 ft to 26.0 ft
Roof: 26.0 ft to 65.0 ft
OH Top : 0.0 ft to 6.5 ft
Overhang Top : 6.5 ft to 13.0 ft
Overhang Top : 13.0 ft to 26.0 ft
Overhang Top : 26.0 ft to 65.0 ft
-0.90
-0.90
-0.50
-0.30
-0.90
- 0.90
-0.50
- 0.30
- 32.07
-32.07
-20.53
- 14.76
- 38.18
-38.18
-26.64
-20.87
- 19.86
- 19.86
- 8.32
- 2.55
-38.18
-38.18
- 26.64
- 20.87
Notes - Along Ridge
Note (1) OH = Overhang, no internal pressure considered for
Note (2) Ref Fig 27.4-1, Parallel to Ridge (All), h/l= 0.20
Overhang
(GCpi=0)
Wind Pressure on Components and Cladding (Ch 30 Part 1)
All pressures shown are based upon ASD Design, with a Load Factor of .6
Width of Pressure Coefficient Zone "a" =
= 3.00 ft
Description Width Span Area Zone Max Min Max P Min P
ft ft ft^2 GCp GCp psf psf
W1,2,3 4.41 5.25 23.2 4 0.84 -0.93 34.69 -37.74
D 1 2.66 6.66 17.7 5 0.86 -1.18 35.32 -46.20
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*Khcc*Kht*Kd
= 0.85
= 33.94 psf
',MOO
• •
• • ••••
• • •
•• • • •••
• • •
1• •
• •
•••• ••••
• • • •
•••• ••••
• •
• •
•• •• •
•
• • •
• • • •
• • •
• • •
•• • •• •
• • •
•• •
•
•
•
•
•
•
• •
0••••
•
••
•
•
•
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eco Window Systems, LLC
8502 NW 80 Street
Medley, FL 33166
SCOPE: •••• •
•
• • •
This NOA is being issued under the applicable rules and regulations governi� :Ill use a `.con structigil„.
materials. The documentation submitted has been reviewed and accepted by M - Pade County RE$ - •
Product Control Section to be used in Miami Dade County and other areas where•alJawed bythe•AuthoiW •
•
Having Jurisdiction (AHJ). •
• • This NOA shall not be valid after the expiration date stated below. The Miami-Datinettinty Conttd& • •
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dad>✓'Cbtinty) reserve the rig>•it ::
to have this product or material tested for quality assurance purposes. If this prodte! or niaterigl fails�tp•�;
perform in the accepted manner, the manufacturer will incur the expense of such testing and ?lid •.4HJ may •
immediately revoke, modify, or suspend the use of such product or material witlrin•flae r jurisdiction. RAP. •
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prortu.et 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 "Eco-Guard 200'-AluminumHo'-izontal_Rolling Winslow _L M L
APPROVAL DOCUMENT: Drawing No. W09-12, titled "Eco-Guard Series-200 Alum. Horiz. Rolling
Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision F dated 10/19/17, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahtnad, 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-L-argEi d'Small_Missile',ImpacfREsistant
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 shal
no change in the applicable bui
TERMINATION of this NO
in the materials, use, and/or m
of any product, for sales, adve
to comply with any section of
ADVERTISEMENT: The
followed by the expiration d
displayed, then it shall be don
INSPECTION: A copy of
distributors and shall be avail
This NOA revises NOA# 15-
well as approval document m
The submitted documentatio
MIAMI•DADE COUNTY
APPROVED
.,
.>~v_t.
•
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.¢ov/economy
• • • •
lication has been filed and there has been
#t 1FedtS ti L
l� seanfter the expir �r f tHhr re as . =-n
a..
REVISE nufactureANfW8utitOtluct ctpsgfEDMisuse orrn
other s shall autom a
RfriN g l
�WvaINE1IA
EVI
FOR CONF
in (RN
its entirety. entir
e
re
or inspection at the j she
728.05" an con
ntiont.Spe Architectt rea
ed b Sifang Z� hao, Y.Y.design Inc.
b'€�Itgr%
pefiatusava
SPONSIBL
f ATQA
TECHNI
L ,Z.
069 S/ o/8
CUMEONLY
eLA 4�IE� air. �b� I
'Its. 0 ANT TIES � SITES
TIfN..�:. •riVIF141S WORK
OCI OTHERgI
LIANCEWITH CONTRACTDOCUMENTS. WITH OTHER
to the user by th
e request o
uil
d evidence pages E
I
duct.
revision or change
as an endorsement
e this NOA. Failure
A.
ounty,! Florida, and
rtion of the NOA is
manufacturer or its
ng Official.
1, E-2 and E-3, as
I
NOA No. 17-1102.23
Expiration Date:Vlay 27, 2019
Approval Date: January 11, 2018
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA#09-0312.08)
2. Drawing No W09-12, titled "Eco-Gil rd Series-200 Alum. Horiz. Rolling; lw.
(L.M.I.)", sheets 1 through 7 of 7, dated 02/24/09, with revisit F dated 1D/19(17, • •
prepared by AI-Farooq Corporation, signed and sealed by Javedd mad,•P 4. •
B. TESTS••••• •••• • •
I. Test reports on: 1) Uniform Static Air Pressure Test, Loading.pes FBC, TAS i 02-94 • • • • •
2) Large Missile Impact Test per FBC, TAS 201,-94 • •
3) Cyclic Wind Pressure Loading per FBC, TASnI3-94 ••
4) Forced Entry Test, per FBC 2411.3.2.1, anti TAS 20249• • • •
along with marked -up drawings and installation diagram of ail un inum 11(nixpntal • •
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test RR13,ort No.
FTL-7635, dated 12/09/14, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA#14-0317.01)
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) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted underNOA#09-0312.08)
3. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
4. Test reports on: I) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
5a: &n f
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CON iNUED)
5. 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 • • `•• •
•Y••
4) Forced Entry Test, per FBC 2411 3.2.1, TAS.202-94 .... . •
•
along with marked -up drawings and installation diagram of a 1). •alumin tm •
horizontal sliding window, prepared by Hurricane Engineering•&hsting, Iris., Test•
Report No. HETI-08-2228A, dated 01/15/09, signed and seale ;I�yCandt QJ•Font,....•
P.E. (Submitted under&Dsi#09.0308) •
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 2fif'94 • • • 12.•
2) Cyclic Wind Pressure Loading per FBC, TAS Z'CI3-94 ••
along with marked -up drawings and installation diagram of a XOX aluminlftli•• • • .
horizontal sliding window, prepared by Hurricane Engineering .&"Testingi 4n „Test • •
Report No. HETI-08-2228B, dated 01/15/09, signed and sealed by Candied?. Font,
P.E. (Submitted under NOA#09-0312.08)
7. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA409-0312.08)
8. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
9. 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 a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI-08-2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted under NOA#09-0312.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 07/08/15, complying with FBC 6th Edition (2017), dated
10/12/17 prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
okoto
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E - 2
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 AmeFjea;Inc. fprir .'
"Trosifol® Ultraclear, Clear and Color PVB Interlayers" d00O1/19'/+fe, eXpiri ••'•
on 07/08/19. •
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Ame; Zinc. f4: zir ' '
"SentryGlas® (Clear and White) Glass Interlayers" dated Q6125h15, expiri•'oig on '
07/04/18. •• '•
F. STATEMENTS
• . •
• •
1. Statement letter of conformance, complying with FBC 5th Editio.'(2314), w t�i•�'BC ein •
Edition (2017), and of no financial interest, dated October 12, 2017, preptaretl by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No. 15-0728.05, issued to Eco Window Systems, LLC for their
Series "Eco-Guard 200" Aluminum Horizontal Rolling Window - L.M.I.", approved
on 09/03/15 and expiring on 05/27/19.
Zba4
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 17-1102.23
Expiration Date: May 27, 2019
Approval Date: January 11, 2018
E-3
WINDOW HEIGHT
72"
3 1/2" MAX.
HEAD/SILL
CORNERS
VENT HEIGHT
FALSE MUNTINS
(SURFACE APPLIED) .
MAY BE USED
WINDOW WIDTH
3"
Itr
31 1/4"
D.L. OPG.
35 3/8"
VENT WIDTH
1=
I I
•
II; I I I
32 3/4"
D.L. OPG.
111"
a-
0
c
FALSE MUNTINS /
(SURFACE APPLIED)
MAY BE USED
TYPICAL ELEVATIONS
ESE --WIND WO S ARE-.RATED-FOR-LARGE-&-SMALL_MISSILE:IMPAG .
SHUTTERS'ARE-NOT-REQUIRED.
1/8" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By `Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
1/8" HEAT STREN'D. GLASS
.090" InterIayer
SentryGlas
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GE SCS 2000
AT 1/4 POINTS ON LITES
WIDER -THAN 36" ONLY
GLASS TYPE `B'
GLAZING OPTIONS
9/16" MIN. TYP.
WINDOW WIDTH
10 5/8" MAX.
HEAD/SILL
CORNERS
II
II
II
II
/1
-
/1
T --1
1
-
--T---
/1
I
r -
i
QI
32 3/4"
D.L. OPG.
36 7/8"
VENT WIDTH
•
32 3/4"
D.L. OPG.
TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE `C` MUST BE TEMPERED.
1/8" HEAT STREN'D. GLASS
5/16" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Interiayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
CARDINAL XL
EDGE SPACER
ST. STEEL
SILICONE
DOW 899
AT 1/4 POINTS
ALL SIZES
GLASS TYPE 'C'
•
(2) ANCHORS AT MTG. STILE ENDS TYP.
(4) ANCHORS REQD. FOR SIZES AND LOADS
MARKED WITH '#' ON SHEET 2 ONLY
In
�1 I 11 I I I
ECO—GUARD SERIES-200
ALUMINUM HORIZONTAL ROLLING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
•
•
••.
• • 4
••I
•I sir;`
•
•••P'
•••4••
•
•. •
•••
•
•
•••
t--
•
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/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 INSTAI I FD 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 2014/2017 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
SETTING BLOCKS AT
LAM. GLASS AND INSUL LAM. GLASS.
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS-
PROritiCIT
Explratiou
___ t1IIIIr/f,
��:•' a;EN.
70692
i
r
00.
dOIF
J
-J
•••�
• .
• • •a
• j
••••t0•
• 0m0
•
>n
II•--
Lli •
kJ •
MI' • •
r
O
00
L`
z .o
o0
1.0 a0
rn
m
N
In
'0
co
0
0.
.`
to
m
v
f3
0
4
a)
0
V
0
1-
N
N
0
n
oi
0
U
0
ttl
LL
0
.4-
0
c
a
ea
6
B
W
U
drawing no.
W09-12
Csheet 1 of 7
DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES)
WINDOW DIMS.
A
W/O REINF.
WITH
REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYPE
'0'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
26-1/2"
37"
53-1/8"
74"
28"
(3)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
B
70.0
80.0
80.0
90.0
70.0
80.0
26-1/2"
37"
53-1/8"
74"
38-3/8"
(4)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
B
70.0
80.0
80.0
90.0
70.0
80.0
26-1/2"
37"
53-1/8"
74"
50-5/8"
(5)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
- 80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
26-1/2"
37"
=h
"518"
74"
t__i
(6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
68.9
77.5
80.0
90.0
70.0
80.0
It6=
170'0
-70:0.
80.0
90.0
70.0
80.0
8
70.0
70.0
80.0
80.4 *
70.0
80.0
24"
36"
48"
60"
72"
�3)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24"
36"
48"
60"
72"
36"
(4)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24°
36"
48"
60"
72"
�5)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70,0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
80.0
80.0
90.0
70.0
80.0
8
70.0
80.0
80.0
90.0
70.0
80.0
24"
36"
48°
60"
72"
60"
(6)
4
70.0
80.0
80.0
90.0
70.0
80.0
4
70.0
80.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
6
70.0
70.0
80.0
90.0
70.0
80.0
8
70.0
70.0
80.0
87.6 *
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS DLO WIDTHS
'XO OR OX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
A
W/O REINF.
R1'1'1I REINF.
GLASS TYPE
'A'
GLASS TYPE
'B'
GLASS TYPE
'C.
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1/4"
111"
26„
(3)
9
70.0
80.0 _
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
38-3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
82.6 *
70.0
80.0
12
70.0
70.0
80.0
80.4
70.0
80.0
72"
84"
96"
108"
24"
(3)
v
9
70.0
'
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
36"
(4)
9
70.0
' 80.0
80.0
90.0
70.0
80,0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
48"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0 .
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
90.0 *
70.0
80.0
12
70.0
70.0
80.0
87.6 *
70.0
80.0
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
* MAX. LOAD FOR THESE SIZES IS -90.0 PSF
WITH (4) ANCHORS AT MTG. STILE ENDS
(„1//33W)
(1/3W)
(1/3W)
14>
OPERATING VENTS TO BE 1/3 OF' THE WINDOW WIDTH
'XOX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DIMS.
A
W/O REINF.
. WITH
REINF.
GLASS TYPE
'A'
GLASS TYPE
`B'
GLASS TYPE
'C'
WIDTH
HEIGHT
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
74"
106-1 /4"
111"
26"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
74"
106-1/4"
111"
38--3/8"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
12
-
-
80.0
90.0
70.0
80.0
12
-
-
80.0
90.0
70.0
80.0
74"
50-5/8"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
74""
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
24"
(3)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
72"
84"
96"
108"
36"
(4)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
80.0
80.0
90.0
70.0
80.0
12
70.0
80.0
80.0
90.0
70.0
80.0
-
-
80.0
90.0
70.0
80.0
72"
84"
96"
(5)
9
70.0
80.0
80.0
90.0
70.0
80.0
9
70.0
70.0
80.0
90.0
70.0
80.0
12
70.0
70.0
80.0
90.0
70.0
80.0
72"
60"
(6)
9
70.0
70.0
80.0
90.0
70.0
80.0
ALL EXTERIOR(+) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.(+) LOADS TO 67.0 PSF
SEE SHEET 3 FOR DETAIL.
A = NO. OF ANCHORS PER HEAD & SILL
( ) = NO. OF ANCHORS PER JAMB
(1/4w)
4
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
•
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•
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NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
Expiratisye. Time
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drawing no.
W09-12
(sheet 2 of 7
.a
1BY
WOOD BUCK
•
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4'
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDG67. DIST:
d
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WINDOW HEIGHT
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EDGE DIST.
g
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EDGE DIST.
METAL
STRUCTURE
z
ta-
TYP CAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
EDGE DIST..T\
TYP CAL ANCHORS
SEE ELEV.
FOR SPACING
WEEPHOLES:
W1 = 3/8" X 2-1/4" WEEPHOLES AT EACH END
AND 37" O.C. MAX.
SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
2
to
v. 1BY
WOOD BUCK
EDGE DIST.
v•
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
J
aq -
$ Z I00.
O
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TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
cgooa
cgoh. U.
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ro
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ix 0 .04
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WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.•.•...l'j O g••_
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
S.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING • • •
1/4" DIA. ULTRACON BY 'ELCO' (Fu•177 KSI, Fy-155 KSI) •
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=MINMBED=INT.O-CONCRETE'(HEAD/SIELVJAMB9)
1a1:/4i MIN.EMBED-lNTO=BLOCKS,.(JAMBS)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
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)
TYPICAL EDGE _DISTANCE
INTO CONCRETE AND MASONRY = 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.
PRODUCT REVISED
of Coi p?ying with the Florida
Building Corte
Acceptance rin .Ij- 02.23
E xpi: rtior, Dater '
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drawing no.
W09-12
(sheet 3 of 7 )
1 /4" MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
W
w
METAL
STRUCTURE
1 /4" MAX.
SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
STEEL REINFORCING
AS REQD.
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
VENT WIDTH
D.L. OPG.
--SCREEN OPT
XO LAYOUT
EXTERIOR
1 /4" MAX.
SHIMS
1BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
VENT WIDTH
D.L OPG.
—SCREEN OP -
STEEL REINFORCING
AS REQD.
SEE SHEET 2 FOR CAPACITY
WINDOW WIDTH
XOX LAYOUT
MIAMI—DADE COUNTY
APPROVED MUWON—\\
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
—11
SCREEN OPT.
WINDOW WIDTH
WINDOW WIDTH
1 /4" MAX.
SHIMS
1BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
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drawing no.
wog-12
(sheet 4 of 7
••
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• •
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EDGE MST.
0
ALT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
tt
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
INSTALLATION DETAILS WITH FLUSH FRAME ADAPTER
PRODUCT REVISED
Fit COR?{::j'i with Lem Florida
.midi,, Cc zie
Acceptance No 'i )1 G i. '16
Expiration Date 2 7. zoti
By a GAP
Miami Di de Pa.:.l: tConrod
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drawing no.
W09.12
sheet 5 of 7
3.249
2.750
.813
.062
1.140 _1_ 1.610
0 FRAME HEAD
.500
1.718
0 VENT TOP/BOTTOM RAIL
3/16'
\1 E \LI
12
STEEL REINFORCING
--1.140
.813
3.876
.078
1.610
1.058
r.
2.501
.500
2.750
O2 FRAME SILL
.045
GLAZING BEADS
OS JAMB STILE
7 2.063
r
1.140
.062
1.250
0 MEETING RAIL
1.340
O
.062
SILL TRACK
2.812
4
1.687
U4 MOV. FRAME JAMB
Q FIXED MTG. RAIL
O FIXED FRAME JAMB
2.688
28 FLUSH FRAME ADAPTER
ITEM
PART #
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
FY201
1
FRAME HEAD
6063—T6
—
2
FY202
1
FRAME SILL
6063—T8
—
3
FY203
1
SILL TRACK INSERT
6063—T6
—
4
FY205
AS READ.
MOV. FRAME JAMB
6063—T6
—
5
FY101
AS REQD.
FIXED FRAME JAMB
6063—T6
—
6
FY104
1/ VENT
FIXED MTG. RAIL
6063—T6
—
7
FY105
1/ VENT
VENT INTERLOCK
6063—T6
—
8
FY206
1/ VENT
JAMB STILE
6063—T6
—
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063—T6
—
10
FY108
AS REQD.
GLAZING BEAD (LAM. GLASS)
6063—T6
—
10A
FY110
AS REQD.
GLAZING BEAD (INSUL. LAM. GLASS)
' 6063—T6
—
1 t
—
AS REQD.
REINFORCING BAR
STEEL
—
12
—
AS REQD.
REINFORCING BAR
STEEL
—
13
FY204
AS RTEQD.
ADD —ON SILL RISER
6063—T6
USE AS REQD.
14
FY208
4/ VENT
ROLLER HOUSING & GUIDE
CELCON
—
15
FY209
2/ VENT
ROLLER
BRASS
—
16
FY210
2/ VENT
ROLLER PIN
ST. STEEL
—
17
#8 X 1"
AS REQD.
FRAME/VENT ASSEMBLY SCREWS
CRS
P.H. SMS
18
#8 X 3"
2/ VENT
FIX. RAIL SILL SCREWS (SILL END)
CRS
P.H. SMS
19
W23181
AS REQD.
FIN SEAL W'STRIPPING
—
ULTRAFAB
20
Q300T190
AS REQD.
BULB SEAL
Q—LON
SCHLEGEL
21
E207
AS REQD.
BULB SEAL
SANTOPRENE
ULTRAFAB, DUROMETER 65±5
22
E203
AS REQD.
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB, DUROMETER 65f5
23
FLB-50
AS REQD.
GLASS SPACER
SILICONE
FRANK LOWE •'
24
SL203P
2/ VENT
SWEEP LATCH
—
SULLIVAN & ASSOC. *04
25
#8 X 1/8"
2/ LATCH
LATCH INST. SCREW
ST. STEEL
OH SMS •4
26
WA2L
2/ WDW.
WEEP VALVE
—
PREFERRED ENG. PRODUCTS•1
27
—
1/ VENT
5/16" BOX SCREEN
—
OPTIONAL •••
28
FY120
—
FLUSH FRAME ADAPTER
6063—T6
OPTIONAL ••
29
—
2/ LITE
SETTING BLOCK
EPOM
DUROMETER 80±5 SHORE 3%.I
PRODUCT REVISED
as c!?ty..piy'ing veith the HIar ii.Ilr
Building Code
Acceptance No 4,1, 1p II.
Expifation Date 42s)L1, ioiq
5,4441 Z
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COMP-ANL\W09-12ECO
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GLASS OPTION ADDED
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8
UPDATED TO 2017
q)
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0
0
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drawing no.
W09 —12
sheet 6 of 7
7-
VENT TOP/BOTTOM CORNERS
FIXED MTG, RAIL CORNER
FRAME TOP CORNER
FRAME BQTLOM CORNER
PRODUCT REVISED
as complying with the Florida,
ding
late . uce 3 o [ 4102.23
Exi,arks:a Date 04 t2712b4q
tl!' Z�rao
A-ci&IIIDarte Prather Ccgrrol
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NO CHANGE THIS SHEET
NO CHANGE THIS SHEET
UPDATED TO 2017 EBC
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drawing no.
W09-12
sheet 7 of 7
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
Eco Windows Systems, LLC
8502 NW 80th Street
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The
documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control Section
to be used in Miami Dade County and other areas where allowed by the Authority Having Jui:sdictiot (A)�.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Com3ty•P;oduct Cjoit 'l Section• •
(In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) rgt4rtir.the rig);flto,have •;•
product or material tested for quality assurance purposes. If this product or material faik•to:parform in the accepted .
manner, the manufacturer will incur the expense of such testing and the AHJ may imrpeeliatily re .o •modify, or •
suspend the use of such product or material within their jurisdiction. PERA reservtS •he right •te• revoke tlti:. •
acceptance, if it is determined by Miami -Dade County Product Control Section that thin/Mt orhiauhal fai1S'te• •
meet the requirements of the applicable building code. . ' . ' •
This product is approved as described herein, and has been designed to comply with the florid; Building Code,
including the High Velocity Hurricane Zone.
:.....
DESCRIPTION: Series 600 AItt-minnm•Ooutswing•French-Doorw/wSidelitL.M.I'•
APPROVAL DOCUMENT: Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing Entranceboor
(h.M.I.)", sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and last
revised on 11/09/17, 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?L rage-and-S'm'All'Missile-Im ct Resistant
Limitation:
I. See Single or Double Door Design Pressure (DP) ratings in sheet 2. See Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) and Standalone Single sidelite rating in sheet 3. The max door leaf width shall
not to exceed 37". See locking options 1 & 2 in sheet 7_1.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series and
following statement: "Miami -Dade County Product Control Approved", 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 oc irr after the cx:iratieu t e w
materials, use, and/or manufactur"e ofth:�� an Mrseme
for sales, advertising or any other purpo skititlikovamatically terra ATIR @O Ptlitllitist1 i
section of this NOA shall be causle fo
_ fi ip p l ofin/amCTEO:
ADVERTISEMENT: The NOA num. -r preceded by the words Miarri11'-D!tit l�r
IE�o FOR DESIGN expiration date may be displayed in ad p� �NT#Aebdeg e DeotitREI4S
sITE
done in its entirety. RESPONSIBLE FOR CONFIRMING AND CORRELATING DIMENSIONS AT JOB S
R CES. CLEAR*CES. QUANTITIES, FABRICATION PROCESSES AND
INSPECTION: A copy of this entire N 1 ..t epp altr ctmo161ie4�Ni4V
shall be available for inspection at the jo Ifit@EitArtfitilLegrtilleflYLITIA
This NOA revises NOA #15-0603.13 an wnsists of
approval document mentioned above. L
The submitted documentation was revie ttityiy Jorge M. Plasenc a, P
1
T .
•DADE COUNTY
APPROVED
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidade.gov/economy
CSpace Architecture and Design Inc.
r change in the
it of any product,
ply withany
d followed by the
, then it shall be
distributors and
is well as
NOA No. 17L1318.15
Expiration Date: March 20o019
Approval Date: February 08,2018
Page 1
••
• •
. •
{
Eco Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA'S
A. DRAWINGS
1. Manufacturer's die drawings and sections (see below)
2. Drawing No. W12-08 Rev C, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)",
sheets 1 through 9 of 9 (inclusive 7.1), prepared by Al-Farooq Corporation, dated 02/13/12 and
last revised on SEP 04, 2015, signed and sealed by Javad Ahmad, P.E. •• • • •
•
• ••••
B. TESTS (submitted under file #12-0402.03) •• •• : • • • •
•• • •
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • ••• •
2) Uniform Static Air Pressure Test, Loading per UICAS 202- 54
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, TAS 2l'2��4; •
along with marked -up drawings and installation diagram of an aluminum Outswing Fa19C1'hdoor,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. • • • ••..• •
HETI-12-3357, HETI-12-3358, HETI-12-4003, HETI-12-4003 and HETI-12-4027dated 03/16-
26/12, all signed and sealed by Rafael E. Droz-Seda, P. E.
Note: The above referenced test reports have been revised by an addendum letter dated June 29, 2012,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-Seda, P. E.
•
••
•
• •
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014(5th
Edition), prepared by Al Farooq Corporation, dated June 02, 2015, signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02, -04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to Kuraray America, Inc. (Former E.I. DuPont
DeNemours & Co., Inc. for the "Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No. 12--1231.10 issued to Eastman Chemical Company (NIA) (former
Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
orge M. Plasencia, P.E.
Prod ct Control Unit Supervisor
NOA No. 17-1218.15
Expiration Date: March 20, 2019
Approval Date: February 08, 2018
•
•
•
•
E-1
Eco Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial interest,
prepared by Al Farooq Corporation, dated 06/02/15, signed and sealed by Javad Ahmad, P.E.
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc., signed
and sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report. • • • •
• •
G. OTHER
1. This NOA revises NOA #12-0402.03, expiring 03/20/19.
2. Test proposal, dated 10/14/11 and 02-21-12 approved by PERA.
• • •
o• •
•
•
• ••• •
• .• •
•• •
•
•••• ••••
• • •
•••• ••••
2. NEW EVIDENCE SUBMITTED • • • •
A. DRAWINGS • • • • •
11
1. Drawing No. W12-08 Rev D, titled "Series 600 Alum Outswing EntaneeDoor,(L.V1.)", ••
sheets 1 through 9 of 9 (inclusive 7.1), prepared by AI-Farooq Corporation, dated02713/12 and .
last revised on 11/09/17, signed and sealed by Javad Ahmad, P.E. • • • • • • • • • • •
• •
•. •
B. TESTS
1. None.
C. CALCULATIONS
1. Calculations, prepared by Al Farooq Corporation, dated 10/03/17, 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. Notice of Acceptance No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers", expiring on 07/08/19.
2. Notice of Acceptance No. 17-0712.05 issued to Eastman Chemical Company (MA) for their
"Saflex Clear & Color Glass Interlayer", expiring on 05/21/21.
F. STATEMENTS
1. Statement letter of conformance to FBC 5th Edition (2014) and FBC 6th Edition (2017) and of
no financial interest, prepared by Al Farooq Corporation, dated 10/04/17, signed and sealed by
Javad Ahmad, P.E.
G. OTHER
1. This NOA revises NOA #15-0603.13, expiring 03/20/19.
Jorge M. Plasencia, P.E.
Pr duct Control Unit Supervisor
NOA No. 17-1218.15
Expiration Date: March 20, 2019
Approval Date: February 08, 2018
E-2
ti
SERIES 600
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 SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM,
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS SEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION)/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 2014/2017 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
1/S" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
I ti
C'.GLASS T. 1'
9/16" MIN. TYP.
1/8" TEMP. GLASS
5/16" AIR SPACE
1/8" HEAT STREN'D. GLASS
.090" Intertayer
Saflex Clear And Color Glass
By 'Eastman Chemical Co.'
1/8" HEAT STREN'D. GLASS
8/16" MIN. TYP
8
3/16" HEAT STREN'D. GLASS
.090" Interlayer
Trosifol PUB
By `Kuraray Americo, Inc.'
3/16" HEAT STREN'D. GLASS
SILICONE
DOW CORNING 899
GLASS TYPE 'G2'
SILICONE
DOW CORNING 899
GLASS TYPE 'G3'
SETTING BLOCKS AT LAM. GLASS
REQD. FOR WIDTHS EXCEEDING 36" ONLY.
NOTCH GLAZING BEAD LEG TO
CLEAR BLOCKS
CARDINAL XL
EDGE SPACER
ST. STEEL
SILICONE
SETTING BLOCKS AT INSUL, LAM. GLASS
NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 17-1218.15
Expiration Date 03/20/2019
By !�
Miami -Da Product Control
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
NOV 16 2017
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NOTE:
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as complying with the Florida
Building Code
141OA-No. 17-1218.15
Expiration Date 03/20/2019
BY
Mi Product Control
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC.. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05- DEC-21 9
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FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
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GLASS D.L.O. DIMS.
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PRODUCT REVISED
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NOA-No. 17-1218.15
Expiration Date 03/20/2019
By
MI . I -Dad T roduct Contra
NOTE:
GLASS. CAPACITIES ON THIS SHEET ARE
BASED ON ASTM El 300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05--DEC--219
NOV 1 6 2017
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MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER
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TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/44 DIA. ULTRACON BY `.ELCO' (Fu=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
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
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OR
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(3) THREADS MIN. PENETRATION BEYOND SUBSTRATE
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
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TYPICAL EDGE DISTANCE
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INTO METAL SIRUCTURE = 3/4" MIN.
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NOA-No. 17-1218.15
Expiration Date 03/20/2019
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Expiration Date 03/20/2019
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NOA-No. 17-1218.15
Expiration Oat : ! 3/20/2019
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drawing no.
W12-08
sheet 9 of 9
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