WS-16-2276Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
Inspection Number: INSP-265316 Permit Number: WS -8-16-2276
Scheduled Inspection Date: March 24, 2017
Inspector: Porta Jr, Jose
Owner: SOUTO, PABLO F
Job Address: 161 NE 107 Street
Miami Shores, FL
Project <NONE>
Contractor: HOME OWNER
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window/Door Replacement
Phone Number
Parcel Number 1121360070300
Building Department Comments
REPLACE 18 WINDOWS& 1 DOOR
NEW WINDOWS AND DOOR SAME SIZE AS PREVIOUS
ONE
Infractio Passed Comments
INSPECTOR COMMENTS
False
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Inspector Comments
March 23, 2017
For Inspections please call: (305)762-4949
Page 1 of 15
Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Parcel Number
Expiration: 02/18/2017
Applicant
161 NE 107 Street
Miami Shores, FL
1121360070300
Block: Lot:
PABLO F SOUTO
Owner Information
Address
Phone
Cell
PABLO F SOUTO
FL
Valuation:
Total Sq Feet:
$ 8,000.00
0
Type of Work: REPLACE 18 WINDOWS & 1 DOOR
No of Openings: 19
Additional Info: REPLACE 18 WINDOWS & 1 DOOR
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$4.80
$4.35
$4.35
$1.60
$5.00
$290.00
$9.00
$6.40
$325.50
Pay Date Pay Type
Invoice # WS -8-16-60968
08/12/2016 Credit Card
08/22/2016 Credit Card
Amt Paid Amt Due
$ 50.00 $ 275.50
$ 275.50 $ 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 AFFID
constructio
that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
ore, I authorize the above-named contractor to do the work stated.
August 22, 2016
Auth . razed Signatur; : Owner / Applicant / Contractor / Agent
Building Depa " - nt Copy
Date
August 22, 2016
1
BUILDING
PERMIT APPLICATION
BUILDING D ELECTRIC
❑PLUMBING ❑ MECHANICAL
JOB ADDRESS: 161 NE 107 ST
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
FBC 20 14 S+h
Master Permit NO.WS - 1 b _2275
Sub Permit No.
❑ ROOFING ❑ REVISION ❑ EXTENSION ElRENEWAL
❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
City: Miami Shores
County:
Miami Dade Zip:
Folio/Parcel#: Is the Building Historically Designated: Yes NO X
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): PABLO F. SOUTO
Address: 161 NE 107 ST
Phone#: 786-556-9258
City: MIAMI SHORES state: FLORIDA
Zip: 33161
Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: OWNER Phone#:
Address:
City: State: Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 0100
Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New 0 Repair/Replace
Description of Work: REPLACE OF 18 WINDOWS AND 1 DOOR, NEW WINDOWS AND DOOR SAME SIZE AS REPLACED ONES.
0 Demolition
Specify color of color tlrru tile:
Submittal Fee $ � Permit Fee $ 2 9 0 CCF $ CO/CC $
Scanning Fee $ -
Technology Fee $
Radon Fee $ Y- ' . DBPR $ �. 3C Notary $ 5
Training/Education Fee $ i e G® Double Fee $
Structural Reviews $ 0 Bond $
TOTAL FEE NOW DUE $ D ----S S-0
(Revised02/24/2014)
bonding Company's Na . 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 insta s I has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the Issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first Inspection which 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
OWNER or AGENT CONTRACTOR
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
t2.. day of A J G CJ ST , 20 16 . by day of , 20 . by
O
y'CND10 . SOc*C , who is personally known to , who is personally known to
me or who has produced 1J r'V`Pr L i CLQ V\S`e- as me or who has produced as
23-2.o2l
identification and who did t. an oath. identification and who did take an oath.
NOTARY P NOTARY PUBLIC:
Sign:
Print:
Seal:
YANADY PRIETO
MY COMMISSION # FF 214031
a€ EXPIRES: March 25, 2019
` ,RA31%4, Bonded Thru Notary Pub . nde ' rs
***********mss
Sign:
Print:
Seal:
******************************************************■**************
APPROVED BY / 11 " ' Plans Examiner
Zoning
Structural Review Clerk
(Revtsed02/24/2014)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNEBUILDER DISCLOSURE STATEMENT
NAME: ?APL.c SO U1-0 DATE: I2//6
ADDRESS: t% 1 711 6_ /O 7.'3-r —M I)M 1 ShkQE'S
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have
read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner
must appear in person to complete all applications.
State Law requires construction to be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption
allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must supervise the
construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a
cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or
lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built
for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make
sure the people employed by you have licenses required by state law and by county or municipal licensing ordinances. Any person working on
your building who is not licensed must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and
with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all
applicable laws, ordinances, buildings codes and zoning regulations.
Please read and initial each paragraph.
1. I understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an
exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain
restrictions even though I do not have a license.
Initial PS
2. I understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and
is not hiring a licensed contractor to assume responsibility.
Initial es
3. I understand that, as an owner builder, 1 am the responsible party of record on a permit. I understand that I may protect myself from potential
financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the
contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts.
Initial e 5
4. I understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial
building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially
improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the
construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption.
Initial P S
5. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial 5
6. I understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence. It
is my responsibility to ensure that the persons whom I employ have the license required by law and by county or municipal ordinance.
Initial P 5
7. I understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously
implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to
serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's
insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance
coverage for injuries to workers on my property.
Initial q%
8. I understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the
work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by
me, which means that I must comply with laws requiring the withholding of federal income tax and social security contributions under the
Federal Insurance Contributions Act (FICA) and must provide workers compensation for the employee. I understand that my failure to follow
these may subject to serious financial risk.
Initial e5
9. I agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and
requirement that govern owner -builders as well as employers. I also understand that the
Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations.
Initial PJ
10. I understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States
Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry
Licensing Board at 850.487.1395 or http://www.mvfloridalicense.com/dbpr/pro/cilb/index.html
Initial
11. I am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party
legally and financially responsible for the proposed construction activity at the following address:
16t Nr lob s -c /vl1/y11i 'to
Initial es
12. I agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on
this disclosure.
Initial fc
Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the
Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial
loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or
employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder
permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of
the contractor's workers compensation coverage.
Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local
permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property
owner, or other type of verification acceptable to the local permitting agency is required when the permit is issued.
Was acknowledged before me this - day of AU&ca S1 , 20 1‘z,
By CGab16 SCS
who was personally known to me or who has
Produced there License or
%ek • 03 23 . _ 'dentification.
NOTARY
YANADY PRIETO
! ? ' *1 MY COMMISSION # FF 214031
.o: EXPIRES: March 25, 2019
j�p, 4V Bonded Thru Notary Public Undenmdters
5582 N.W. 7th STREET SUITE 202
MIAMI, FLORIDA 33126
TELEPHONE: (305) 264-2660
FAX: (305) 264-0229
DRAWN BY: AL.
Xcrutt urvPuurs Jnr.
LAND SURVEYORS
SURVEY No. 14-0000377-1
SHEET No. 2 OF 2
BOUNDARY SURVEY
SCALE = 1 " = 20'
LIMIT OF PLAT
(N.A.P.)
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NO CAP
ON/PL.
LOT -13
BLOCK - 209
ON/PL.
10' ASPHALT
PVMT.
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RES. # 161
LOT - 14
BLOCK - 209
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NO CAP
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BLOCK -
ON/PL.
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75.00'
ASPHALT DRIVE
N.E. 107th
18' ASPHALT
PVMT.
STREET
— 'F.I.P 3/4"
NO CAP
150'
SURVEYOR'S NOTE:
4) Asphalt Drive Encroaching onto Right-of-way on the South side of Property
SURVEYOR'S NOTE:
- There may be Easements recorded in the Public Records not shown on this Survey.
- The purpose of this Survey is for use in obtaining Title Insurance and Financing and should not be used for Construction purposes.
' B.C.
F.I.P 3/4"
NO CAP
0
5582 N.W. 7TH STREET, SUITE 202
MIAMI, FL 33126
TELEPHONE: (305) 264-2660
FAX: (305) 264-0229
DRAWN BY: AA.
Nova Surveyors, Inc.
LAND SURVEYORS
SURVEY NO
14-0000377-1
SHEET NO 1 OF 2
SURVEY OF LOT 14, BLOCK 209, OF DUNNING'S MIAMI SHORES EXTENSION NO.3, ACCORDING TO THE PLAT THEREOF AS RECORDED IN
PLAT BOOK 42efaA@E 33, OF THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA.
•
•
••••
•
• • .
• • • •
PRb i2TY ADDRESS: 161•1g.1QT ST, MIAMI, FL 33161
• • PABLO FERNANDEZ SOUTO
•
• • •e•e•• LOCRTION SKETCH
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ABBREVIATION AND MEANING
A = ARC
A/C = AIR CONDITIONER PAD
A.E. = ANCHOR EASEMENT
NR = ALUMINIUM ROOF
A/S = ALUMINIUM SHED
ASPH. = ASPHALT
B.C. = BLOCK CORNER
B.C.R. = BROWARD COUNTY RECORDS
B.M. = BENCH MARK
B.O.B. = BASIS OF BEARINGS
C = CALCULATED
C.B. = CATCH BASIN
C.B.W. = CONCRETE BLOCK WALL
CH = CHORD
CH.B. = CHORD BEARING
CL = CLEAR
C.L.F. = CHAIN LINK FENCE
C.M.E. = CANAL MAINTENANCE
EASEMENTS
CONC. = CONCRETE
C.P. = CONCRETE PORCH
C.S. = CONCRETE SLAB
D.E. = DRAINAGE EASEMENT
O.M.E. = DRAINAGE MAINTENANCE
EASEMENTS
DRIVE = DRIVEWAY
ENCR. = ENCROACHMENT
E.T.P. = ELECTRIC TRANSFORMER PAD
F.F.E. = FINISHED FLOOR ELEVATION
F.H. = FIRE HYDRANT
F.I.P. = FOUND IRON PIPE
F.I.R. = FOUND IRON ROD
F.N. = FOUND NAIL
F.N.D. = FOUND NAIL & DISK
FNIP. = FEDERAL NATIONAL INSURANCE
PROGRAM
IN.&EG. = INGRESS AND EGRESS
EASEMENT
L.F.E. = LOWEST FLOOR ELEVATION
L.M.E. = LAKE MAINTENANCE EASEMENT
L.P. = LIGHT POLE
M. = MEASURED DISTANCE
M/H = MANHOLE
N.A.P. = NOTA PART OF
NGVD = NATIONAL GEODETIC VERTICAL
DATUM
N.T.S. = NOT TO SCALE
0.H L. = OVERHEAD UTILITY LINES
O.R.B. = OFFICIAL RECORD BOOK
0/S = OFFSET
OVH. = OVERHANG
P.B. = PLAT BOOK
P.C. = POINT OF CURVE
P.C.C. = POINT OF COMPOUND CURVE
PL. = PLANTER
P.L.S. = PROFESSIONAL LAND
SURVEYOR
P.O.B.. = POINT OF BEGINNING
P.O.C.. = POINT OF COMMENCEMENT
P.P. = POWER POLE
P.P.S.. = POOL PUMP SLAB
P.R.C. = POINT OF REVERSE CURVE
PRM = PERMANENT REFERENCE
MONUMENT
PT. = POINT OF TANGENCY
PVMT. = PAVEMENT
PWY = PARKWAY
R. = RECORD DISTANCE
RAD = RADIUS OF RADIAL
RGE. = RANGE
R.P. = RADIUS POINT
R 0.E = ROOF OVERHANG
EASEMENT
RAN = RIGHT-OF-WAY
SEC = SECTION
S.I.P. = SET IRON PIPE L.B. #6044
SWK. = SIDEWALK
T = TANGENT
TWP = TOWNSHIP
U E = UTILITY EASEMENT
UV = UTILITY POLE
W . = WATER METER
W = WOOD ROOF
W.S. = WOOD SHED
- = ANGLE
• = CENTRAL ANGLE
• = CENTER LINE
= MONUMENT LINE
LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY ("SURVEY"):
- THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY.
- THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING, AND SHOULD NOT BE
USED FOR CONSTRUCTION PURPOSES.
- EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY,
AFFECTING THE PROPERTY. THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS
OR EASEMENTS OF RECORD, AND LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLE COMPANY.
BOUNDARY SURVEY MEANS A DRAWING AND / OR A GRAPHIC REPRESENTATION OF THE SURVEY WORK PERFORMED IN
- THE FIELD, COULD BE DRAWN AT A SHOWN SCALE AND / OR NOT TO SCALE.
EASEMENTS AS SHOWN ARE PER PLAT BOOK, UNLESS OTHERWISE SHOWN.
- THE TERM "ENCROACHMENT' MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS.
- ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS AND SETBACKS, AND THEY WILL BE RESPONSIBLE
- FOR SUBMITTING PLOT PLANS WITH THE CORRECT INFORMATION FOR THEIR APPROVAL FOR AUTHORIZATION TO
AUTHORITIES IN NEW CONSTRUCTIONS, UNLESS OTHERWISE NOTED. THIS FIRM HAS NOT ATTEMPTED TO LOCATE
FOOTING AND/OR FOUNDATIONS.
FENCE OWNERSHIP NOT DETERMINED.
- THIS PLAN OF SURVEY HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED.
- HEREON, THE CERTIFICATE DOES NOT EXTEND TO ANY UNNAMED PARTY.
- THE SURVEYOR MAKES NO GUARANTEES AS TO THE ACCURACY OF THE INFORMATION BELOW. THE LOCAL F. E. M.A.
- AGENT SHOULD BE CONTACTED FOR VERIFICATION. THE FNIP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED
LAND TO BE SITUATED IN ZONE: X COMMUNITY/PANEUSUFFIX- 120652 0302 L DATE OF FIRM: 09/11/2009
BASE FLOOD ELEVATION: N/A.
CERTIFIED TO: PABLO FERNANDEZ SOUTO AND DANIELA A. ITURBURU
CHRISTOPHER P. KELLEY P.A.
OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY
VAN DYK MORTGAGE CORPORATION ISAOA/ATIMA
LEGEND TYPICAL
—ON– OVERHEAD UTILITY LINES
CBS = WALL (CBW)
C.L.F. = CHAIN LINK FENCE
I . = IRON FENCE
W F = WOOD FENCE
•
0.1.10 = EXISTING ELEVATIONS
SURVEYOR'S NOTES
1) IF SHOWN, BEARINGS ARE REFERRED TO AN ASSUMED
MERIDIAN, BY SAID PLAT IN THE DESCRIPTION OF THE
PROPERTY. IF NOT, THEN BEARINGS ARE REFERRED TO
COUNTY, TOWNSHIP MAPS.
2) THIS ISA SPECIFIC PURPOSE SURVEY_
3) THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE
1:7500 FT.
4) IF SHOWN, ELEVATIONS ARE REFERRED TO
MIAMI-DADE COUNTY.
BM#
ELEV. FEET OF N.G. V.D. OF 1929.
SURVEYOR'S CERTIFICATION
I HEREBY CERTIFY: THAT THIS "BOUNDARY SURVEY" OF
THE PROPERTY DESCRIBED HEREON, AS RECENTLY
SURVEYED AND DRAWN UNDER MY SUPERVISION,
COMPLIES WITH THE MINIMUM TECHNICAL STANDARDS
AS SET FORTH BY THE FLORIDA BOARD OF
PROFESSIONAL LAND SURVEYORS IN CHAPTER 61G17-6,
FLORIDA ADMINISTRATIVE CODE PURSUANT TO 472.027,
FLORIDA STATUTES.
BY.
oo i/--14
GEORGE IBARRA (DATE OF FIELD WORK)
PROFESSIONAL LAND SURVEYOR NO. 2534
STATE OF FLORIDA (VALID COPIES OF THIS SURVEY WILL
BEAR THE EMBOSSED SEAL OF THE ATTESTING LAND
SURVEYOR)
REVISED ON
REVISED ON
SURVEYOR'S SEAL
• • ••• •
•••.•. . • • •• .• • ••
•
.
•
• •
• • • •.• • •
•
•• •S• •• • • •
Windows NOA Approval
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G 15-0602.06
H 15-0602.06
1 DOOR 15-0615.01
J 15-0602.06
K 15-0602.06
L 15-0602.06
M 15-0602.06
N 15-0602.06
O 15-0602.06
P 15-0602.06
Q 15-0602.06
R 15-0602.06
S 15-0602.06
Size Opening Design Pressure
W H + _
37 26 70 90
37 50 5/8 70 90
37 26 70 90
37 50 5/8 70 90
55 50 65 65
37 50 5/8 70 90
26 26 70 90
37 40 70 90
72 79 65 65
48 61 60 65
48 61 60 65
48 61 60 65
48 61 60 65
48 61 60 65
37 26 70 90
37 50 5/8 70 90
37 50 5/8 70 90
37 50 5/8 70 90
37 50 5/8 70 90
Location EGRESS
BEDROOM YES
BEDROOM YES
BEDROOM YES
LIVING ROOM YES
LIVING ROOM
LIVING ROOM YES
GARAGE YES
KITCHEN YES
FAMILY ROOM DOOR
FAMILY ROOM YES
FAMILY ROOM YES
FAMILY ROOM YES
FAMILY ROOM YES
FAMILY ROOM YES
BATHROOM YES
BEDROOM YES
BEDROOM YES
BEDROOM YES
BEDROOM YES
Pre ver ASCE
Date : 8/8/2016
Company Name : N. Oscar Gonzalez, P.E.
Address : 11462 SW 75 Ter
City : Miami.
State : Florida
File Locatitt,'
2' 2:
Directional Procedure Simplified Diaphragm
Basic Wind Speed(V)
Structural Category
Natural Frequency
Importance Factor
Damping Ratio (beta)
Alpha
At
Am
Cc
Epsilon
Pitch of Roof
h: Mean Roof Ht
RHt: Ridge Ht
OH: Roof Overhang at Nave=
Bldg Length Along Ridge =
Length of Hipped Ridge =
175.00 mph
11
N/A
1.00
0.01
9.50
0.11
0.15
0.20
0.20
4.363636 :
15.00 ft
19.00 ft
2.00 ft
40.00 ft
1.00 ft
So
• • • •
•
foe*.
Project No. : NOG 1650
* olo ***
• 4,
•• •
• ,
se •
Designed By : NOG • e• •
Description : Wind Pressures One %to::: ((Res
Customer Name : Mr. Pablo Souto •
• *
Proj Location : 161 NE 107 St. Mi m -P swift FL eeeeee
•
Gonzalez \My i' 7 c.trhents`My riTi' i -,L=$11 -
s sz,,..a•.-.,:s4.
• • lie
•
Building iCh 27 11,at I,
Exposure Category
Flexible Structure
Kd Directional Factor
Zg
Bt
Bin
1
7min
12 Slope of Roof(Theta)
Type of Roof
Eht: Nave Height
Overhead Type
Bldg Width Across Ridge=
Roof Slope on Hip End =
for Buildings. GCpi
= +/-0.18
Table 26.11-1 Internal Pressure Coefficients
GCPi : Internal Pressure Coefficient
MWFRS Diaphragm Building Wind Pressures per Ch 27 Pt 2
All pressures shown are based ucnn AZE Design, with a Load Factor of .6
Wind Pressure on Components and Cladding (Ch 30 Part 1)
Al! pressures shown are based upnn A3L Design, with a Load Factor of
• • •
• es
000 fee
• • • •
• •
Nti •• •
= 0.85" •
=
=
900.00 ft
1.00
0.65
500.00 ft
15.00 ft
19.98 Deg
HIPPED
11.00 ft
OH w/ soffit
40.00 ft
20.41 Deg
Width of Pressure Coefficient Zone "a" =
Description
= 4.00 ft
Width Span Axea Zone Max Min Max P Min P
ft ft ft^2 GCp G010 psf psf
windows
windows
2.00 5.00 10.0 4 1.00 -1.10 40.05 -43.45
2.00 5.00 10.0 5 1.00 -1.40 40.05 -53.63
Khcc:Comp. & Clad. Table 6-3 Case 1
Qhcc:.00256*V^2*Khcc*Kht*Kd
v-) _3k77:5 -
M 31(1(04
- kcp
0.85
33.94 psf
• •
000000
•
••••
• ••
•• •
000 0 0
• •
•
•S0e•
• •
000 1100
• •
000 01.
• •
000 *0
*** 000
• •
**** *
•
•••0•
• •
- Miami -Dade County . http://www.miamidade.gov/buildinglpc-result app.asp?fldNOA=15-06...
Miami -Dade County Building
Product Information for N.O.A. 15-0602.06
NOA
Superseded By
File Status
File Classification
Category
Subcategory
Material
Applicant
Expiration_Date
Impact Rate
Maximum_Design_Pressure_Positive 70
Maximum_Design_Pressure_Negative 90
Description Series "2500" Aluminum Single Hung Window - L.M.I.
Green Sustainable Attributes NONE
15-0602.06 (library/productcontrol/noa/15060206.pdf)
File Approved
High velocity hurricane zone
Windows
Double Hung - Single Hung
Aluminum
AWP Windows and Doors. LLC (pc -result
December/1/2020
Large and Small Missile Impact
••••
• •
• • ••••
• • • •
•• • •. • •
• • . •
•• •
•
• • •
••.• • • • •
• •
•••• •
•• •
• • • • • •
••• •• • •
••
• •
• . • •
• •
• • •
• • • • •
• • •
••• • •••• • •
•
detail app.asp?app alias=102671)• • • •
For a detailed description on the File Status, click the NOA File Status Key. Mudding/pc-result key app.asp)
Page Last Edited: Wed Apr 22, 2015 2:06:29 PM
1 of 1 8/8/2016 11:17 PM
MIAM1•DADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
AWP Windows and Doors, LLC
8130 NW 74th Avenue
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing, a Ise of construction•
materials. The documentation submitted has been reviewed and accepted by Nigh} hde Cc inty.RER - .
Product Control Section to be used in Miami Dade County and other areas where allbrced by tt►etuthority
Having Jurisdiction (AHJ).
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.gav/economv
• .
• . •
.. •
•
• •
.• .•
.. .
• . •
•.•
•
•
•
•
.
.
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Produ ctControL
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 pronct br matdit$1• fails tv
perform in the accepted manner, the manufacturer will incur the expense of such testing and th'e'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:
one:DESCRIPTION: Series "2500" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W05-37, titled "Series 2500 Alum Single Hung Window
(L.M.I.)", Sheets 1, 2, 2.1, 3, 4 and 5 of 5, dated 07/26/05, with revision "G" dated 04/20/15, 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,
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 and renews NOA No. 13-1224.02 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 Manuel Perez, P.E.
i2/03f ►5
NOA No. 15-0602.06
Expiration Date: December 01, 2020
Approval Date: December 10, 2015
Page 1
••
.
•
.
AWP Windows and Doors, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS • •• •• •.
.
1. Manufacturer's die drawings and sections. : . •.
(Submitted under NOA No.'s 05-0810.04, 09-0316.09 and 11425.02) . • • .8.
2. Drawing No. W05-37, titled "Series 2500 Alum Single Hung waiiyv (L.M T.) ,
Sheets 1, 2, 2.1, 3, 4 and 5 of 5, dated 07/26/05, with revision "G. dated 04/20115,
prepared by Al-Farooq Corporation, signed and sealed by Javad mad, P • • •
B. TESTS
• •
..••
.. •
.. •
• .•
.
. •
• .
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202,-94: • : .• • . • •
2) Uniform Static Air Pressure Test, Loading it } B$ TAr 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, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6088, dated December 02, 2009, signed and sealed by Michael R. Wenzel, P.E.
(Submitted under NOA No. 10-0428.02)
2. 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 single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5250, dated July 30, 2007, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 09-0316.09)
3. 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 3603.2 (b) and TAS 202-94
along with marked up drawings and installation diagram of aluminum single hung
window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI-04-1419A, dated Jan. 20, 2005, signed and sealed by Ivonne Ghia, P.E.
(Submitted under NOA No. 05-0810.04)
4. . Test reports on: 1) Large Missile Impact Test per FBC, TAS 20] 94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum single hung
window, prepared by Hurricane Engineering & Testing Inc., Test Report No.
HETI-04-1419B, dated Jan. 21, 2005, signed and sealed by Ivonne Ghia, P.E.
(Submitted under NOA No. 05-0810.04)
E-1
a ; erez, P.E.
Product C ntr ' Examiner
NO ' .15-0602.06
Expiration Date: December 01, 2020
Approval Date: December 10, 2015
•
.
AWP Windows and Doors. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS . • • •
1. Anchor verification calculations and structural analysis, comply; ng with FBC.S.ta
Edition (2014), dated 04/14/15, prepared by Al Fad Corporation, %ignecleaged • • •
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
•
•. •
• • .
• •
•.
•
•
•
• . •
• • •
• •
• •
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Che alCompn (MA).
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiflhg bn
05/21/16.
2. Notice of Acceptance No. 13-0909.10 issued to Polymer Extrusion Technology, Inc.
dba Glasslam for their "Glasslam Safety -Plus II Glass Interlayer" dated 09/27/13,
expiring on 08/07/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5'b Edition (2014), and of no
financial interest, dated April 14, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Asset purchase agreement dated March 20, 2014, signed by Mr. Paul Schmitz, Chief
Executive Officer and President, Trulite Intermediate Holding, LLC and Mr. Tim
Morris, Jr., President and C.F.O., AWP Windows and Doors, LLC.
3. Letter from owners of existing NOA stating that they have sold all assets to the
applicant, that they no longer manufacture the product and relinquish their rights to the
current NOA, dated April 20, 2015, signed by Mr. Kevin Barrett, Chief Financial
Officer, Trulite Window & Door Solutions, LLC.
4. Statement letter for Name Change Request dated July 15, 2014, issued by AWP
Windows and Doors, LLC, signed by Gerardo Beros, Director of Engineering.
5. Laboratory compliance letter for Test Report No. FTL-6088, issued by Fenestration
Testing Laboratory, Inc., dated December 02, 2009, signed and sealed by Michael R..
Wenzel, P.E.
(Submitted under NOA No. 10-0428.02)
6. Laboratory compliance letter for Test Report No. FTL-5250, issued by Fenestration
Testing Laboratory, Inc., dated July 30, 2007, signed and sealed by Carlos S. Rionda,
P.E.
(Submitted under NOA No. 09-0316.09)
E-2
Perez, P.E.
Product f ontr 1 Examiner
N i' o.15-0602.06
Expiration Date: December 01, 2020
Approval Date: December 10, 2015
•
AWP Windows and Doors. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED) • • . •
7. Laboratory compliance letters for Test Report No.'s HETI--04-1419A, deted.ldnuarr
20, 2005 and HETI-04-1419B, dated January 21, 2005; •issued bx • quirricane .
•
Engineering & Testing, Inc., both signed and sealed by Ivonne LJA1T.E. • • •
(Submitted under NOA No. 05-0810.04) ••
.... .
G. OTHERS• • ..
1. Notice of Acceptance No. 13-1224.02, issued to Trulite Wintlb r& Doer Solutions►,
LLC for their Series "2500" Aluminum Single Hung Window; %V.I", •approved on
03/20/14 and expiring on 12/01/15. •
• .•
• •
•
•
•
•
. .
I Perez, P.B.
Product q > > rol Examiner
N I - No. 15-0602.06
Expiration Date: December 01, 2020
Approval Date: December 10, 2015
E-3
i�
sheet 1 of 5 )
THESE WINDOWS ARE RATED FOR LARGE & SMALL. MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 2500 ALUMINUM SINGLE HUNG WJNDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ON SHEETS 2 & 2.1.
APPROVAL APP UES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DAIS COUNTY
APPROVED MULLIONS IN BETWEEN.
LOYTER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
FALSE MUMS
(SURFACE APPLIED)
MAY BE USED
53 1/8'
WWDOW W1D01
50 1/4'
D.L OPO. (FINED)
14 3/8' max.
HEAD/BILI.
7
M
t7
11 11
II II
IIII
11 II
k !iH
II tl
it 11
S' MAX. TYP.
HEAD/SILL
CORNERS
1.4
.M.
I H
I 11
I � n
I II
I r 11
1 y
11
11
1 H
WINDOWS Vimi
SILL ANCHORS
SEE SHEET 2
FOR CAPACMES
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED. SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONCTUONS NOT SHOWN IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
AU. 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
REQUIRENENIS OF THE FLORIDA BUILDING CODE.
4B 3/4'
D.L. OPG.
61"
VENT WIDTH
1
M
TYPICAL ELEVATION
ItSIto UNITS
•• ••• • • • • • ••
•
• • •• •
• •• • • •
• • • • •
•• ••• ••
&Do NOMAD
I44Tfla GLASS
• LA$GF' MJy^ OLE IMPACT
Fla. 70592
• ••• C •••
PRODTJCTRBV81SI • • • • •
eaeol)gltylagwhbIl Florida ••• • •
aundlog Code
.. Z
Acogassna
No -�!-•2.06 __. .. .. g
Daco
177--a. d
• •
• • • •
• • • •
• • • •
• • • •
• •
a
3
8
k
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
drawing no
W05-37
[ ... VENT HEIGHT
27. IAAX.
_g
I
o
H
H
H
11
M'1J$TFyM
C I1 j ii
—g
ii
ii
1
M
TYPICAL ELEVATION
ItSIto UNITS
•• ••• • • • • • ••
•
• • •• •
• •• • • •
• • • • •
•• ••• ••
&Do NOMAD
I44Tfla GLASS
• LA$GF' MJy^ OLE IMPACT
Fla. 70592
• ••• C •••
PRODTJCTRBV81SI • • • • •
eaeol)gltylagwhbIl Florida ••• • •
aundlog Code
.. Z
Acogassna
No -�!-•2.06 __. .. .. g
Daco
177--a. d
• •
• • • •
• • • •
• • • •
• • • •
• •
a
3
8
k
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
drawing no
W05-37
EQUAL 1JTE8 WINDOWS
DESIGN LOAD CAPACITY - P8P
WINDOWS WITH SILL ANCHORS
WINDOW 5108.
MASS TYPES 'A' & '8'
WIDTH
MO1R
ocL(+)
INT.(-)
19-1/8"
70.0
904
28-1/2'
70.0
90.0
- 37'
28"
70.0
90.0
42'
(3)
70.0
90.0
48'
70.0
90.0
03-1/8'
70.0
80.0
19-1/8'
70.0
90.0
26-1/2'
70.0
80.0
37'
38-3/8"
70.0
90.0
42'
(4)
70.0
90.0
48'
70.0
90.0
53-1/8"
70.0
90.0
19-1/8'
70.0
90.0
28-1/2'
70.0
90.0
37'
80-8/8'
70.0
90.0
42'
(4)
70.0
80.0
48"
60.0
68.0
53-1/8•
60.0
680
18-1/8'
70.0
904
28-1/2"
74-1/4'7&0
70.0
90.0
37"
09'
70.0
90.0
42'
(5)
80.0
65.0
48'
76'
80.0
83.0
53-1/6'
(•)
80.0
85.0
19-1/8"
704
90.0
26-1/2"
704
90.0
37'
83"
70.0
90.0
42"
(8)
60.0
66.0
48'
60.0
65.0
63-1/8'
W4
65.0
19-1/6'
704
904
26-1/2'
70.0
90.0
37"
74-1/4"
604
85.0
42"
(5)
60.0
65.0
48'
80.0
85.0
53-1/8"
60.0
65.0
19-1/8'
70.0
90.0
28-1/2'
70.0
90A
37"
78'
80.0
65.0
42"
(6)
60.0
65.0
45"
60.0
65.0
51'
80.0
85.0
NO. IN PARENDff SI INDICATE 140. OF
ANCHORS PER JAM.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
W
PET FLAP
.010"X58'
IN SILICONE
UNEQUAL L1289 (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSP
WINDOWS WITH SIU. ANCHORS
WINDOW DIM.
GLASS TYPES 'A' & '11'
WIDTH
1NQOHT
FXT(+)
1NL(-)
19-1/8'
70A
90.0
26-1/2'
70.0
80.0
37'
80-5/8"
70.0
90.0
42'
(4)
70.0
90.0
48"
60.0
85.0
53-1/8'
60.0
85.0
19-1/8'
70.0
90.0
26-1/2"
70.0
90.0
37'
59'
70.0
90.0
42'
(5)
60.0
65.0
48'
60.0
65.0
53-1/8'
80.0
66.0
19-1/8"
70.0
90.0
26-1/2'
70.0
80.0
37'
Sr
70.0
90.0
42"
(6)
60.0
85.0
48'
60.0
55.0
51'
604
65.0
19-1/8'
70.0
90.0
28-1/2-
74-1/4'7&0
90A
37'
(6)
60.0
85A
19-1/8"
70.0
90A
28-1/2'
76'
70.0
90.0
37'
(•)
60.0
65.0
• NO. 01 PARENTHESIS INDICATE 140. OF
ANCHORS PER JAMB.
1/8" ANN. GLASS 1/8" ANN. MASS
0•0" Intorla9er
Giasslom Solely -Plus 0
By 'Polymer Extnisfon Technology. We
1/8" ANN. GLASS
SOICONE
GE 2800
FOAM TAPE
PET FLAP
.010"E4913;
IN SIUCONE
AT 1/4 POINTS ON IJIES
WIDER THAN 36"
GLASS TYPE 'A'
1
GLAZING OPTIONS
x
96566 C Interlayer Cohn Chas
By 'Eastman Chemical Co.'
1/8' ANN. GI/SS
SILICONE
GE 2800
PRODUCFREVISED
as iomptying wIth the Mean
500110340602
AmcpemceNo
WINDOWS WITH
SILL ANCHORS
02.06
!020
•
Yfi. • ••
• � .. .. • •
• • •
• • • W••• •
•
•• •••
•• •
•• • • • ••
FOAM TAPE • •
AT 1/4 POINTS Q11 ItES
WIDER THAN 38" • .
•
GLASS''TYPE "B' • •
&me MOW a10AD
CML
MA. PE 705592
•• CAS ♦ •••
•
• •
•
•
• •
••
•
•
2_205
• •
• • • •
•.••
• • • •
• • • •
• •
(J\
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
z
A
1
1
a
1
i
A
'1
E
c •
yY�
v
1s
drowing no.
W05-37
(sheet 2 of 5
EQUAL LiTES 'WINDOWS
DESIGN LOAD CAPACITY - PSF
WINDOWS WITHOUT SILL ANCHORS
WINDOW DIMS.
GLANS TYPE 'C'
Trim
HEIGHT
EXT.(+)
lNL(-)
19-1/8'
60.0
65.0
28--1/2"
60.0
55.0
37'
28'
00.0
56.0
42'
(3)
80.0
95.0
48'
80.0
85.0
93-1/8'
60.0
65.0
19-1/9"
60.0
55.0
26-1/2"
60.0
05.0
37"
38-3/8"
60.0
85.0
42"
(4)
60.0
55.0
48'
60.0
65.0
53-1/8'
60.0
65.0
19-1/8"
60.0
65.0
28-1/2"
60.0
85.0
37"
80-5/8'
60.0
65.0
42'
(4)
00.0
65.0
48'
60.0
65.0
53-1/8'
60.0
65.0
19-1/8"
80.0
65.0
25-1/2"
74-1/4
80.0
65.0
37'
59"
60.0
65.0
42"
(5)
60.0
65.0
48'
78
60.0
65.0
63-1/8"
(0)
60.0
435.0
19-1/8"
60.0
68.0
20-1/2'
60.0
85.0
37"
63"
80.0
65.0
42"
(6)
60.0
85.0
48'
60.0
65.0
53-1/8"
80.0
85.0
19-1/8'
_ 60.0
65.0
25-1/2'
60.0
65.0
37"
74-1/4"
80.0
85.0
42'
(6)
60.0
65.0
46'
60.0
65.0
53-1/8'
60.0
65.0
I9-1/8'
80.0
65.0
26-I/2"
60.0
65.0
37"
76"
60.0
65.0
42'
(6)
60.0
85.0
48"
60.0
65.0
51"
60.0
85.0
• NO. IN PARENTHESIS INDICATE N0. OF
ANCHORS PER JAM.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
UNEQUAL LITES (ORIEL TYPES) WINDOWS
DESIGN LOAD CAPACITY - PSF
WINDOWS WITHOUT SILL ANCHORS
WINDOW DINS.
GLASS TYPE '0"
WIDTH
HEIGHT
EXL(+)
1NL(-)
19-1/8"
60.0
65.0
26-1/2"
60.0
65.0
37"
50-5/8"
60.0
85.0
42"
(4)
60.0
65.0
48'
60.0
85.0
53-1/8"
80.0
85.0
19-1/8"
60.0
65.0
26-1/2•
80.0
85.0
37"
59"
50.0
88.0
42'
(5)
60.0
65.0
48'
60.0
65.0
53-1/8"
60.0
85.0
19-1/8"
60.0
85.0
28-1/2"
60.0
85.0
37'
83'
60.0
65.0
42'
(8)
60.0
55.0
48"
60.0
85.0
61"
600
85.0
19-1/8''
60.0
85.0
20-1/2"
74-1/4
80.0
85..0
32"
(8)
60.0
85.0
19-1/8'
80.0
85.0
28-1/2'
78
80.0
85.0
37'
(0)
60.0
65.0
• NO. IN PARENTHESIS INDICATE 140. OF
ANCHORS PER JAMB.
1/8" ANN. GLASS
090" Mortara
Wes pear And Color Class
Fly 'Eastman Chanted Co:
1/8" ANN. GLASS
SILICONE
GE 2800
81
PRODU TR
•
Hy ?J.!,
•
•
••
•
• •
• •
••
•
AT 1/4 POINTS ON 4185
WIDER THAN 36"
GLASS TYPE 'C'
WINDOWS WITHOUT
SILL ANCHORS
6452.416
zozo
• • ••
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• ••
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• • •
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• •
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• • • •
• •
••• • • • • ••• • •
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yrs
pb
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ts
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drawing 110.
W05-37
(sheet2.1of 5
TYPICAL ANSA
1/4 TAPC0NS
SEE ELEV. POR SPACING
IBY
WOOD BUCK
e
'^ a EtG6' DIST.a_
EDGE
DIST. MEM
STRUCTURE
TYPICAL ANCHORS
#14 SMS
SEE ELEVS. FOR SPACING
WOOD BUCKS AND METAL STRUCTURE NOT BY AWP WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS
1/4- TAPCONS
SEE ELEVS. FOR SPACING
1 j NOWT -DACE COUNTY APPROVED 11
II MDLUON & HULUON ANCHORS 11
II
SEE SEPARATE NDA �j
Ii EDGE 'i
Ii
I
t
—J
OPTIONAL TO
BOTTOM LATCH
TYPICAL ANCHORS
#12 SNS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS; SEE ELEV. FOR SPACING
1/4" DIA. ULTRACDN BY 'ELCD' (Fum177 ESL Fy=155 KSI)
1/4 DW. TAPCON BY 'Inf (Fu=12S Kg, Fy+100 K51)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
#14 SMS OR SE'L F DRI 1 N? SCREW$ (GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Ey = 38 KSI MIN.)
ALUMINUM : 1/8" THK. MIN. (6063-75 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#12 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MUWONS (MIN. THK, = 1/8")
(NO SHIM SPACE)
TYPICAL EDGE DIST/NVf'.F
INTO CONCRETE AND MASONRY a 2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SO = 0.55 MLI.
CONCRETE AT HEAD. SILL OR JAMBS fe = 3000 PSI MIN.
C-90 HOLLOW/FLLED BLOCK AT JAMBS fm = 2000 PSI MIN.
SEALANTS;
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SC/NEE MOREHEAD SEAM SEALER SM5555.
WEEPHOLES:
Wt = 3/4" WEEP NOTCH AT EACH END
TYPICAL ANCHORS
1/4I" TAPCONS
USE 51.01 REQUIRED
SEE SHEET 2 FOR CAPACITIES
SEE ELEV. FDR SPACING
•• ••• •- •
• • • •
• • •
• •
•
• • • ••
9•S• •
• •
•• ••• •• • • • ••
PRODUCTRBVISED
08compLgtogwith *Mae ��,//
A O NNO S"'0b02.«!
•
• •
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Eng,: JWAD ARNO
FLA. FE 70592
1•• •••
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•
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2010'•
• •
• • • •
• • • •
• • • •
• • • •
• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
drawing no.
W05-37
sheet 3 of 5 )
sheat 4 of 5 )
TYPNAL ANCHORS
SEE ELEV. FOR SPACING
SEE SHEET 2 & 2.1 FOR CAPACITY
1/4' MAX
SHIM
VENT WIDTH
ITEM B
PART ®
2500.
DESCRIPTION
MATERIAL
MANP./SUPP6TER/8886R68
1
YE -169
1
FRAME HEAD
8083-16
-
2
YE -1671
FRAME MU.
8083-18
-
3
YE -102
2
FRAME JAMB
5063-T8
-
4
VE -152
1
MED RAIL
6063-T6
-
8
YC -151
1
VENT TOP RAIL
6063-T6
-
8
YE -168
1
VENT BOTTOM RAIL
8083-T6
-
7
YE -92
2
VENT JAMB
6063-T6
-
8
YB-4
AS RECD.
OIAZING BEAD
ALININUM
ROU. FORMS
8
114-518
2/ VENT
SASH STOP
MOD VINYL
-
10
-
2/ VENT
W.0041 & TACKLE BALANCE
-
-
11
YH-505
2/ VENT
BALANCE CUP
ALI@UNI18
-
12
7H-822
AS RE00.
BULB W'SlWPP010
VINYL
TENNI ROW
13
811-4004
AS RECD.
FN SEAL W`STRWPINO .187 X .250
WOOL
ULTRAFAB
14
11-504
2/ VENT
SPRING LOADED VENT LATCHES
NYLON/CELCON
AT 11' FROM ENDS
14A
IN -515
2/ VENT
SWEEP LOCKS
2AMAIL
AT 11' FROM ENDS
15
YF -1
8
FRAM ASSEMBLY SCREWS (#10 X 3/47
CRS
PLATED, PH SAS
18
7F-10
2/ VENT
MID RAIL SCREWS (f8 X 11
CRS
CAD PLATED. PH SMS
17
14-12
6/ VENT
VENT AMFM81.Y 202005 (¢8 X 1-1/67
CRS
CAD PLATED, PH SMS
18
-
AS RECD.
511220 BLOCKS
EPDM
DUROAETER EOM SHONE A
19
7F-6
1/ CLW
110 X 1/4' PH SASS PANT B
-
-
20
YF -14
2/ LOCK
SWEEP LOCK SCREWS (18 X 5/87
-
OH SMS
21
7C-15WP
2/ VENT
SELF ADHESIVE PAD (.378' X .31' X .751
FOAM
-
22
Th -519
2/ VENT
BALANCE OAU
PL4SIX:
-
2S
Y11-519
1
RINFORCNO BAR (.627 X .3127
SIEFL
HR893
24
-
2/ VENT
SASH SLOP (1' X 1-1/4' X 1/167
ALUMINUIL
ON 74-1/4` MGM ONLY
1/4' SHIM
MAX.
D.L. OMi.
EXTERIOR
DL OPG.
TYPICAL ANCHORS
926 ELE?. 208 2825040
SEE SHEET 2 & 2.1 FOR CAPACITY
W000 TRICKS
WINDOW WIDTH
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10
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1/4" SHIM
MAX
• •• •
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• • • •
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• • •
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••7•R CAPACITY
• •
• • • •
• • • •
• • • •
• • • •
• •
0• • • • • ••• • •
• • • • • • • •
• 9 • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
r r'
4
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is
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1
1
6
0
24
24
E
1
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1
drawing no.
W05-37
FRAME HEAD
VENT BOTTOM RAIL
FRAME SILL
VENT SIDE RAA.
FRAME JAMB
S.H. FRAME CORNER DETAIL
•
8 ti
Phi
1
S.H. VENT CORNER DETAIL
•• ••• • • • • • ••
•
• •
•
• •
• •
•• ••• •• • • • ••
PRODUCT REVISED •
�plyi¢g annuli* AcceptentoNo � • •
C.gO _Qf' ••
BdtdUSCodo
Fes: MAD 0100
fIA. 17 e2
••• !RP •••
• •• •
•• • O 4 2Qt5
• -IVA• •
••• •
• •
• • • •
• • • •
• • • •
• • • •
• •
• • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
a
r
1
s
Ji
drawing no.
W05-37
(sheet 5 of 5
- Miami -Dade County http://www.miamidade.gov/building/pc-result app.asp7fldNOA=11-12...
Miami -Dade County Building
Product Information for N.O.A. 11-1213.08
NOA11-1213.08 (library/productcontrol/noa/11121308.pdf)
....
•
Superseded By 16-0126.01 • • • •• • ••••
•• • •• • •
•• •• • •
File Status Superseded • •• •
•
• • •
File Classification High velocity hurricane zone • • • • • • • •
• •
Category Windows • • • • •
•• • •
....• ..
Subcategory Fixed •
•
• • • •
Material Aluminum • • • •
• • • • •
Applicant AWP Windows and Doors, LLC (pc -result detail apa.asp?app alias 1)2671) . • • • • •
• • •
•• •
Expiration Date December/13/2016
Impact Rate Large and Small Missile Impact
Maximum_Design_Pressure_Positive 70
Maximum_Design_Pressure_Negative 70
Description Series "Exterior Glazed" Aluminum Fixed Window- L.M.I.
Green Sustainable Attributes NONE
For a detailed description on the File Status, click the NOA File Status Key. (/building/pc-result key _epp.asp )
Page Last Edited: Wed Apr 22, 2015 2:0629 PM
MIAMfOADE
COUNTY
1 of 1 8/9/2016 8:09 PM
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
AWP Windows and Doors, LLC
8130 NW 74th Avenue
Medley, FL 33166
SCOPE:
This NOA is being issued under the applicable rules and regulations governing Jlq use of congructior:
materials. The documentation submitted has been reviewed and accepted by Miilnv,Dade Cddiity' RER -
Product Control Section to be used in Miami Dade County and other areas where a nd by AuthoritX.;.. •
Having Jurisdiction (AHJ). .. 4..
• • • •
This NOA shall not be valid after the expiration date stated below. The Miami-Dad$'CQd$ty Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) resdsa4410 right
to have this product or material tested for quality assurance purposes. If this preiliet r material fails td
perform in the accepted manner, the manufacturer will incur the expense of such testing and the •X.1 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 "Exterior Glazed" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W06-84, titled "Exterior Glazed Aluminum Fixed Window
(L.M.I.)", sheets 1 through 5 of 5, dated 12/11/06, with revision D dated 04/22/15, 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
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 renews and revises NOA# 11-1213.08 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.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www-miamidad e.gov/economy
• • •
.• •
• .
•.•.
.. •
. • .
•••
.
•
•
.
•
NOA No. 16-0126.01
Expiration Date: December 13, 2021
Approval Date: June 16, 2016
Page 1
.
•
.
•
•
AWP Windows and Doors, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections. • • • •
2. Drawing No. W06-84, titled "Exterior Glazed Aluminum Fiicecl• W ndovUL•.M.I.)"
sheets 1 through 5 of 5, dated 12/11/06, with revision D dated.Q4/2./15, vowed by
M Farooq Corporation, signed and sealed by Javad Ahmad, Pte►.•:•. • .
•
•
••... . . . .
•
B. TESTS • • • • •
1. Test reports on: 1) Large Missile Impact Test per FBC, TAS 20144: : ••.. •
2) Cyclic Wind Pressure Loading per FBC, Ti .2Q3-94
along with marked -up drawings and installation diagram of 2 mulled:fixe$n
windows, 0-0 configuration, prepared by Fenestration Testing, Laboratorf, Inc., Test •
Report No. FTL-6600, dated 08/30/11, signed and sealed by Ma;linb. Brill ncP.E. •
(Submitted under previous NOA #11-1213.08)
(All test reports below submitted under previous NOA #01-0102.05)
2. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum arch fixed window (3/16" temp),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1174A,
dated 10/19/00, signed and sealed by Arshad Vigar, P.E.
3. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum rectangular fixed window (3/16" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-004174B,
dated 10/19/00, signed and sealed by Arshad Vigar, P.E.
4. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum rectangular fixed window (3/16"
temp), prepared by Hurricane Engineering & Testing Inc., Report No.
HETI-00-1174C, dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
5. Test reports on: 1) Air Infi ttration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum rectangular fixed window (3/16"
temp), prepared by Hurricane Engineering & Testing Inc., Report No.
HETI-00-1174D, dated 10/19/00, signed and sealed by Arshad Viqar, P.E.
• •
•
• •
Jorge M. Plasencia, P.E.
P s duct Control Unit Supervisor
NOA No. 16-0126.01
Expiration Date: December 13, 2021
Approval Date: June 16, 2016
E-1
•
•
AWP Windows and Doors, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
(All test reports below submitted under previous NOA #01-010105) • • •
6. Test reports on: 1) Large Missile Impact Test per SFBC, PA 2(11-94 '.... •
2) Cyclic Wind Pressure Loading per SFBC, Pit 2601-94 • • • • • •
along with installation diagram of an aluminum rectangular fixbi illfldow (? 3/16"
HS), prepared by Hurricane Engineering & Testing Inc., Report;( Fe HETI•-0d107A,
dated 12/06/00, signed and sealed by Arshad Vigar, P.E. •••••• .
7. Test reports on: 1) Air Infiltration Test, per PA 202-94 • • :11. • .
2) Uniform Static Air Pressure Test, Loading O'er PA 202-94 • •
3) Water Resistance Test, per PA 202-94 • • •
along with installation diagram of an aluminum fixed rectangular window xt of S/16".
HS), prepared by Hurricane Engineering & Testing Inc., Rep:A. .: • • ..
HETI-00-1162, dated 12/6/00, signed and sealed by Arshad Vigar, P.E. • • •
8. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with installation diagram of an aluminum fixed rectangular window (lam 3/16"
HS), prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-907B,
dated 12/6/00, signed and sealed by Arshad Vigar, P.E.
9. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with installation diagram of an aluminum fixed arch window (lam 3/16" HS),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-916, dated
12/6/00, signed and sealed by Arshad Vigar, P.E.
10. Test reports on: 1) Air Infiltration Test, per PA 202-94
2) Uniform Static Air Pressure Test, Loading per PA 202-94
3) Water Resistance Test, per PA 202-94
along with installation diagram of an aluminum fixed rectangular window (3/16" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-1163, dated
12/6/00, signed and sealed by Arshad Vigar, P.E.
(Submitted under previous NOA #01-0102.05)
11. Test reports on: 1) Large Missile Impact Test per SFBC, PA 201-94
2) Cyclic Wind Pressure Loading per SFBC, PA 203-94
along with installation diagram of an aluminum fixed arch window (lam 3/16" HS),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-917, dated
12/6/00, signed and sealed by Arshad Vigar, P.E.
12. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of an aluminum fixed rectangular window (1/8" ann),
prepared by Hurricane Engineering & Testing Inc., Report No. HETI-00-915, dated
12/6/00, signed and sealed by Arshad Vigar, P.E.
E-2
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0126.01
Expiration Date: December 13, 2021
Approval Date: June 16, 2016
AWP Windows and Doors. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS:
1. Anchor verification calculations and structural analysis, complying with Jjic 2014,
5th edition, prepared by Al—Farooq Corporation, dated 04/20/15, tip�ned aixd.s�led by
Jawad Ahmad P.E. • •• • •• • •
•
2. Glazing complies with ASTM E1300-09
.
.
. .
•••• • • • .
D. QUALITY ASSURANCE •••••• •
1. Miami -Dade Department of Regulatory and Economic Resouree3 (tER)
•. ••
..•
•. .
• •
•.
E. MATERIAL CERTIFICATIONS •
• •
•
•
•
1. Notice of Acceptance No. 15-1201.11 issued to Eastman Chemioal Corti) (MA)
for their "Saflex Clear and Color Glass Interlayer s" dated. 0/17/16,. expiring o�n
05/21/21. • • •
F. STATEMENTS
1. Statement letter of conformance, complying with FBG 2014, and of no financial
interest, dated 04/20/15, signed and sealed by Javad Ahmad, P.E.
2. Sales agreement between AWP, LLC (Acquiror) and Arch Aluminum & Glass
Enterprise, a Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul
Schmitz, President and Tim Morris Jr., President, respectively.
3. Statement letter dated April 20, 2015, issued by Trulite Window & Door Solution,
LLC, stating Trulite has legally sold to AWP Windows and Doors, LLC, all the
NOA(s) per schedule A and gave -up all rights to NOA(s) and request to rescind all
NOA(s) under Trulite, signed by Kevin Barret, CFO (Trulite).
4. Statement letter dated July 15, 2014 requesting name change from Trulite windows
and doors solution, LLC to AWP windows and Doors, LLC, signed by Gerardo Beros,
Director of Engineering (AWP).
G. OTHERS
1. Notice of Acceptance No. 11-1213.08, issued to Trulite Window & Door Solutions,
LLC for their Exterior Glazed Fixed Window — L.M.I., approved on 02/02/12 and
expiring on 12/13/16.
Jorge M. Plasencia, P.E.
Product Control Unit Supervisor
NOA No. 16-0126.01
Expiration Date: December 13, 2021
Approval Date: June 16, 2016
E-3
•
..
• •
• ••••
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WINDOW
TYPICAL FIEYATION
L_—
J
4AG@BIE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED Br mm0.R0045 PICTURE WINDOW SHAPE WITHIN same OR RBYAHOLE AS
SHOWN IN COOED 0148* AND OBTAIN= MLOWABLE LOADS FROM THOSE ~FS.
EXTERIOR GLAZED ALUMINUM FIXED WUNDOQ
APPROVAL APPLIES TO SINGLE NOTE OR 970E BY S01
000OINARONS OF FIXED/FIXED OR AXED WNH OTHER
MIAMI-IIVIE COUNTY APPR'D WINDOWS USING MIAMI -CODE COUAITY.
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM W*0000 OR MUMS APPROAOAL
WILL APPLY TO ENTIRE SYSTEM.
DESIGN LOAD RATING FOR THESE ` INDOWS TO BE AS PER CHARAS
SHERRI ON SHEET 2.
7145 PRODUCT HAS BEEN DESIGNED AND TESTED 70 COMPLY CORN THE
REOU4VENP5 OF THE FLORIDA BUE004T CODE INCLUDING MOH moan
HURRICANE ZONE HNT.
01000 sums BY OTHERS. (81ST BE *010420145 PROPERLY 70 TRANSFER
LOADS 10 DE STRUCTURE
*004085 sou_ sE AS LSTm, SPACED AS Af06F1 ON 5ETAts. ANCHORS
EMBECNEMT 70 BASE 0070054. 9MLL BE 8FY000 COAL 0R6501O OR STUCCO.
ANCHORING OR LOOM common NOT 014OMM IN THESE DETAILS ARE
NOT PART OF THIS APPROVAL
A LOAD OURATI0N INCREASES USED DI DESIGN OF ANCHORS INTO W000 ONLY.
ALL SINS TO BE HON IMPACT. NDN -18 TAUIO fWp ottei-compussonz.
moms mum= BUT mar LIMPID 70 STDELASITAI. SCREE. THAT
110E 0110 CONTACT WITH OTHER DISSIN0AR MAIERW5 SMALL BEET THE
IEW@01EM3 OF 1HE FLORIDA &*4520 CODE.
THESE WINDOWS ARE ROOM FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT MOOTED.
PRODUCT REVISED
=Urn NO Avoids
N0A49. 160126.01
P:obsf0n Dab 12!1712021
Af
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DESIGN 3.055 CtlffiCPPY - PSP
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850
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700
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69.0
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68.0
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24'
700
700
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560
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705.
700
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850
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700
760
650
650
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650
860
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700
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80.0
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560
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705.
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550
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72'
70.0
700
530
83.0
450
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20-1/2'
700
700
630
MA
MA
060
42'
-
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10'
700
700
60.0
610
680
660
37' 59'817
667
680
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700
70.5
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450
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850
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455
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760
700
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FOR 340Nr
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AND TRANSFER THEM TO THE BUILDING STRUCTURE.
•
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ULTRAC0M RY 'nL+U' own is, %•145140• • • •
INTO 2BY W002 BUCKS OP TICTODDSTIWCTURES •
1-1/8° 841.1. PENETRATION INr4W004MPAD/ /445/ •
1NRU 1BY BUCKS INFO CONC. OR MASONRY • • •
1-1/4' MIN. ENDO INTO CONCRETE (HE1D/SLL) • • •
1-1/4' MIN. ENDED INTO CONC. OR 11450ATPY (JANBS)
DIRECTLY INTO CONC. OR MASONRY
1-1/4' MIN. EMBED WTO cO(CRE10 (N0M0/
1-1/4' MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
1/4' 061. ULIRACON BY 'FICO' DL.1T7 Kat, 44.183 lm)
1/4' OA TAPCON BY 1IW (F..124 K4. 44.100 110)
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2' MIN. PENETRATION OTO WOOD (HEAD/SILL./JAMBS)
TIBRJ 1BY BUCKS COO CONC. OR MASONRY
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-1/4' IAN. E616ED 04T0 CONC. OR MASONRY (JAMBS)
[ERECTLY INTO CONC. OR MASONRY
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1-1/4' 41N. EMBED INTO SONS. 0R MASONRY (JANB8)
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INTO METAL STRUCTURES
STEEL : 1/8' INK. MIN. (Fy = 36 161 6944.
ALU4WUM : 1/8' INK. MIN. (8063-T6 MIN)
(STEEL IN CONTACT WITET ALLAARNM 1O BE PLATED OR PAINTED)
im eue OR 61 c i eutl S06
RTO x,68-OADE COUNT' APPROVED
(NO SHIM SPACE)
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IN'O CONCRETE AND MASONRY . 1-1/4' 604.
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Miami -Dade County Building
Product Information for N.O.A. 11-1209.02
NOA
Superseded_By
File Status
File Classification
Category
Subcategory
Material
Applicant AWP Windows and Doors. LLC (pc -result detail app.asp?app alias=102671 )
Expiration Date January/3/2017
Impact Rate Large and Small Missile Impact
Maximum Design_PressurePositive 65
Maximum Design_Pressure_Negative 65
Description Series 1800 Outswing Aluminum French Door w/ wo Sidelites - L.M.I.
Green Sustainable Attributes NONE
11-1209.02 -' (hbrary/productcontrol/noa/11120902.pdf)
15-0615.01
Superseded
High velocity hurricane zone
Doors
Swinging
Aluminum
••••
• •
• • ••••
• • •
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• .•
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••••
• • •
•••
•
For a detailed description on the File Status, click the NOA File Status Key. (/building/pc-result key app.asp )
Page Last Edited: Wed Apr 22, 2015 2:06:29 PM
• •
�•
•
•
MIAMaDADE
COUNTY
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
AWP Windows and Doors, LLC
8130 NW 74th Ave
Medley, FL 33166
SCOPE:
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.aoy n
• •
....
.
•
•.. •
•••
•••
•
• This NOA is being issued under the applicable rules and regulations governing the use of collet
:station tm�tert?lt.
The documentation submitted has been reviewed and accepted by Miami -Dade County RER •?rocluet Control
Section to be used in Miami Dade County and other areas where allowed by the Authority Ntvtng Jurisdiction'
(AHJ). . .. •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Bounty Prodtu�tJvntrol
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County)•rgnervp the rigght to have •
this product or material tested for quality assurance purposes. If this product or material fails to porky:. 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 "1800"Aluminum Outswing French Doors w/ wo Sidelites-LMI
APPROVAL DOCUMENTe Drawing No. W01-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ sidelite
(LMI)", sheets 1 through 15 of 15, dated MAY 06, 2016, 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. Applicable Egress door sizes per table sheets 4 & ki must comply with min clear door height=80" and clear door
width=32". The Door Height=frame height -2.5" and Door width=frame width-3.5"or 2.5"(S) or -3.75 or 2"(D).
2. Applicable anchor at sill is'/" Ultracon w/ 1-3/4" into concrete.
3. SHW is integral part of single door application, door not to exceed 39-1/2W x 84"H and Max DP=+/ -65 PSF
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 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 tenninate this NOA. Failure to comply with
any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA numberpreceded 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 #11-1209.07 (Former Trullte Window & Door Solutions, LLC) and consists of this page
1 and evidence pages E-1 & E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
.
•
NOA No. 15-0615.01
Expiration Date: January 03, 2017
Approval Date: May 19, 2016
Page 1
AWP Windows and Doors, LLC
NO ICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections( See files below) ••••
2. Drawing No. W01-64 Rev K, titled "Series" 1800" Alum Outswing Doo w/ gidelite.(LM1)Vealieets 1
through 15 of 15, dated MAY 06, 2016, prepared by AL-Farooq Corporatitlti, stgned, agaled
•
by Javad Ahmad, P.E. • • • • •
•
.
B. TESTS (Submitted under files #11-1209.07/ # 10-0930.07/09-0316.05) •,,,, ••
• •
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94• • • •
2) Uniform Static Air Pressure Test, Loading per FB•C •''AS 2A2-iJ4'
3) Water Resistance Test, per FBC, TAS 202-94 . .. • .'
•
4) Large Missile Impact Test per FBC, TAS 201-/4 • • •
5) Cyclic Wind Pressure Loading per FBC, TAS 203'94•
• • • • •
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94 .. .
Along with marked -up drawings and installation diagram of an OXO aluminum Outswing door,
prepared by Fenestration Testing Lab., Test Report No. FTL-5701, dated 11/13/08, signed and
sealed by Carlos S. Roinda, P. E.
Along with marked -up drawings and installation diagram of Single Outswing door w/ SHW,
prepared by Fenestration Testing Lab., Test Report No. FTL-5675, dated 09/11/08, signed and
sealed by Carlos S. Roinda, P. E
2. Additional 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 an aluminum outswing Door
w/ 3 -point lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389,
dtd 6 /25/02, signed and sealed by Edmundo. Largaespada, P.E. (Submitted under#06-1229.03)
4. 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, per FBC 2411 3.2.1, TAS 202-94
Along with marked -up drawings and installation diagram of double Outswing aluminum French
Door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-2682,
dtd 7/12/01, signed and sealed by Luis Figueredo, P.E.(Submitted under NOA #03-0805.07
Yale Ogron Mfg. Co.).
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2014(5th
Edition), prepared by Al Farooq Corporation, dated 06/03/15, 03/30/16 and last revised on
.MAY 06, 2016, 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 (R[ER).
\ •� l •�YI L.K.i6
ishaq L Chanda, P.E.
Product Control Examiner
NOA No. 15-0615.01
Expiration Date: January 30, 2017
Approval Date: May 19, 2016
.
E-1
AWP Windows and Doors, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
•
•
1. Notice of Acceptance No. 13-1105.10 issued to SAF-GLAS, LLC for lkeir USAF-GLAS
Polycarbonate Glass Interlayer", expiring on 12/16/17 •
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical i y Com, (MA) foYmer
Solutia Inc. for their "Saflex Clear or colored interlayer", expiring ofl/W'1/16. • •
.. .
.••
F. STATEMENTS • • •
• .
• .
1. Statement letter of conformance to FBC 2014(5th Edition) and "No Fu anoia4 interest's, prepared • ••
by Al-Farooq Corporation, dated 07/28/15, signed and sealed by Javad Ahupad, P.3 • •: • •
2. Statement letter of compliance, as part of the above referenced test reportsi.: .... •
3. Sales agreement between AWP; LLC (Acquiror) and Arch Aluminum & Glass Eriterpri e, a
Delaware Corp (Asset Seller) dated MAR 20, 2014, signed by Paul Schmitz, President and Tim
Morris Jr., President, respectively.
4. Statement letter dated April 20, 2015, issued by Trulite Window & Door Solution, LLC, stating
Trulite has legally sold to AWP Windows and Doors, LLC, all the NOA(s) per schedule A and
gave -up all rights to NOA(s) and request to rescind all NOA(s) under Trulite, signed by Kevin
Barret, CFO (Trulite).
5. Statement letter dated July 15, 2014 requesting name change from Trulite windows and doors
solution, LLC to AWP windows and Doors, LLC, signed by Gerardo Beros, Director of
Engineering (AWP).
6. Asset purchase agreement dated 11/01/06 among AWP, LLC (Buyer) and Yale Ogron Windows
& Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares, respectively
(submitted under #12-0118.32/ #11-0222.02).
G. OTHER
1. This NOA revises NOA #11-1209.07(Former Trulite Window & Door Solutions, LLC),
expiring on Jan 30, 2016.
2. Test proposal #14-0778-R dated 10/28/15, dated 06-14-00, 09-20-01 and 11-06-07,
approved by BCCO.
'shag I. Chemin, P.E.
Product Control Examiner
NOA No. 15-0615.01
Expiration Date: January 30, 2017
Approval Date: May 19, 2016
E-2
.
••••
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TACK OPTIONS
81 00 82
CCP ra"
FOR 06CRP00N
OOORSINDELITES ARE RAZED FOR WINE NO SMALL MSSAF. HBACT.
SHUTTERS ARE OOT MIRED.
SERIES 1800 110410 0t' W1NG DOOR W/ SIDELITFS
APPROVAL APPLIES TO SINGLE (5) AND 000BLE (00 LEAF 00095
WITH OR WITHOUT 9DE11TES.
SIDE UIES CAN 8E ON ONE OR 80TH SIDES OF DOOR.
SEE SHEETS 4 & 4.1 FOR DESAO4 LOAD CAPACMES.
T10S PRODUCT W5 B@1 OF5F:S0 ANO TESTED TO COMPLY WITH 111E
REQUIREMENTS OF DM
INCLUDING HIGHVELOCITY 20H1J RI M& xNTMO ( FLORIDA ) BIALDOi6
COIN
189 OR 2B9 WOOD 192(5 8Y OTHERS, MST BE ANCHORED PROPERLY
TO TRANSFER LOWS 10 THE STRUCTURE.
ANCHORS 94ALL. SE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR 511160.
ANCHORING OR LOA0810 CONE/MONS NOT SHOWN W THESE DETAILS ARE
NOT PART OE TIB APPROVAL
A 1090 OUTDOOR INCREASE S USED IN DESIGN 6 *021880 INTO WOOD ORLY.
ALL 9406 TO TIE 10011 WPACT. NON-NETNIIC AND NON-ONAPRESSEILE.
MATERIALS INCUIDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COLE WTO comer WITH ODER DISSIMILAR MATERIALS 9HAU. MEET THE
REQUIREMENTS OF THE 2014 FUMY. SUE= CODE.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATOR
RESISTANCE S RE011RE8.
TYPICAL ELEVATION
(X )
990001.88.? 01015
23 7/8' W9.
OL OPO
34" NM
LEAF WIDTH
TYPICAL !OVATION
(xX)
DOAL LEAF DOOR
DOOR OPTIONS
LAMINATTiD 001188 TYPES 'A'. 'D' & 'D'. re••OOEp 9 •
eeo
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SEE SKEET 4 FOR OMEN PRESSURE NAT8®1008880•88
w K-06IfLD1
B,86ae.Ost io1017
CLASS 0.1 O. 1088
DLO. REMIT (ODOR & 5OELRE) = FRAME Kim - 13'
2.40. WIDTH (0 DOORS & 0 PANELS) a FRAME WIDTH - 17.878'
0.LO. WIDTH (OC DOORS) - (FRAME WIDTH - 247/2
MY 0 8 2@t
6 3/4• MAX.
6 3/4 WAX
CORNERS
CORNERS
. .
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FOR DECRIFIX I
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SU SHEET 6
FOR DESCRIPTION
DL
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TYPICAL ELEYA1DON MICM. HIEVATON
(X) (XX)
SINGLE LEAF DOOR
100OR OPTIONS
MMSUI.. LABS. GLASS TYPE
SEE SHEET 4.1 FOR D606 PRESSURE RAMNO
GRAS DaS L0. DIMS..
DLO. HEIGHT (DOOR & SMITE) = RIME HERRR - 13"
DLO. WIDTH (X DOORS & 0 PANELS) a FRAME WIDTH - 13.730"
DLO. WIDTH (XX wen) . (FRAME WIDTH - 24.80)/2
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6 3/4' MAX.
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FOR DFbtRwmN
WITH PAMPA.: SIDBLIT$B 97RI1 I1I1$ ET filDEjj'[SS
NOTE: NOTE
THE FRAME AREA OF ALTERNAIE 818E UTDT MUST NOT EXCEED TILE FRAME AREA OF ALTERNATE SIZE UNIT MUST NOT EXCEED
TESTED FRAME AREA = 85.75 SO. FT. TESTED FRAM AREA - 71.8' SQ. FT.
DOORS WITH SIDELTTES OPTIQNS
4MD)IATHD OTASS TPPffi'B' & 'D'
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TESTED FRAME /WA a 87.24 SCI. FT -
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NOTE:
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95 3/4
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STATIONARY PAUL (0) OR DOORS VDT 81D8Ut88
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AUDtORi1Y WOG JURISOICTION TO TEM E0RE55 REGOREMENTB.
• •
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CUSS CAPACITIES ON THIS SHE•T ARE •
BASED 014 ASTM 01300-09 (3 SEC. BOST*1
AND FLORIDA BUILDING COMMISSII.I• •
DECLARATORY STATEMENT DCAOD-DEC- 219
. • •.
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TYPICAL ANCHORS; SEE RSV. FOR SPACING
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i14-SAISSIILMILESEMAILICJIMS TOME 7 as)
INTO MLUC-OADE COUNTY APPROVED MULLIONS (HEAD/JAMBS)
ALUMINUM : 4/5' 1144. MIN. (8083-15 MIN.) (NO SHIM SPACE)
INTO METAL STRUCTURES (HEAD/JAMBS)
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INTO W000 STRUCTURE = 1' MN.
INTO METAL STRUCTURE - 3/4' MN.
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