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WS-13-2625Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795.2204 Fax: (305) 756.8972
INSPECTION'S PHONE NUMBER: (305) 762.4949
�\ �:)�SNev l —\_
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
JOB ADDRESS: 100 w e 100 _SA (C4
� NOV 2 0 2013
Permit No.
FBC 20
Master Permit No.16 8 -.2625
ROOFING
City: Miami Shores County: Miami Dade Zip:
Foho/Parcel#:
Is the Building Historically Designated: Yes NO Flood Zone:
OWNER: Name (Fee Simple
313
Bios = NSD -33G
City: l" l I (JIM i S �,Xe S State: 4�� Zip:
Tenant/Lessee Name: O i A Phone#:_
Email: n 1 GVOZ2ZR CAP-% `t 1 , C00) f Cli14 i-(4 z4 D CAA A; ) i G,_�q
CONTRACTOR: Company Name: Azen�e=_ i � �a/ : Phone#:
Address:
City: State:
Qualifier Name: Phone#:
State Certification or Registration #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer:
Certificate of Competency #:
Value of Work for this Permit: $D I Zoo Square/Linear
Type of Work: UAddition OAlteration 1 ONew
Description of Work: - Lcol � ce Z-ywl �lfilows C4
Color thru tile:
Submittal Fee 0 - Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
of Work:
0;31-
Color
or
CCF
CO/CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $ 1O0 • L%CJ
Bonding Company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
ti
zip
zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS,
WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS and 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 even (7) days after the building permit is issued. In the absence of such posted notice, the
inspection wall �o be approved a d r ansp on fee will be charged.
Owner or Agent
The foregoing instrument was acknowledged before me this
day of , 20 1-�, by N® e.fY11 F.- til
who is personally known to me or who has produced (,2 Zg6 2E
y y g®2® As identification and who did take an oath.
NOTARY
Signature
Contractor
The foregoing instrument was acknowledged before me this
day of .20 _, by ,
who is personally known to me or who has produced
as identification and who did take an oath.
NOTARY PUBLIC:
Sign: i, _ Sign:
Print:
;,�v Print:
My Commission Expires: ? ` Qu��IC':. = My Commission Expires:
'•., Commission � :`
APPROVED BY 01 iii "���\\ Plans Examiner Zoning
Structural Review Clerk
(Revised 5/2/2012XRevised 3/12/2012) XRevised 06/10/2009XRevised 3/15/09)(Revised 7/10/2007)
Miami Shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
OWNER BUILDER DISCLOSURE STATEMENT
NAME: M I LA [�Z--
DATE:
I
ADDRESS:
tes.AL, 3331
Do hereby petition the Village of Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, FS 489.103(7).
And I have read and understood the following disclosure statement, which entities 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. 1 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 actas y own
contractor with certain restrictions even though I do not have a license.
Infial�
2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible or the
construction and is not hiring a licensed contractor to assume responsibility.
Initial v[—
3. 1 understand that, as an owner builder, I 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 lice a bers on
permits and contracts.
Initial
-4. 1 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 o s ntially
Improved it for sale or lease, which violates the exemption.
Initial
5. 1 understand that, as the owner -builder, I must provide direct, onsite supervision of the construction.
Initial
6. 1 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 1 employ have the license required by law and by county or
municipal ordinance.
Initial
7. 1 understand that it is frequent practices of unlicensed persons to have the properly 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 willful ng as an
owner-builder and am aware of the limits of my insurance coverage for injuries to workers on my property.
initial
8. 1 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 compens5tlon for
the employee. I understand that my failure to follow these may subject to serious financial risk.
Initial
9. 1 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
10. 1 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 Im ntact the
Florida Construction Industry Licensing Board at 850.487.1395 or h :// ww.m oddalicanse.comidb r/Dro/ ilbM V
Initial
11. 1 am aware of, and consent to; an owne -builder uikling permit applied for in my name and understands that I am the party
legally and fin cially responsible for prop truction activity at the following address:
Initial
12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the inform I
have provided on this disclosure.
Initial
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 properly owner and
retumed 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 20
BylNi!e 0\1 who was personally known to me or who has
h
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
APPLICATION FOR SUBSTANTIAL DAMAGE
OR SUBSTANTIAL IMPROVEMENT REVIEW
Property Owner's Name: �� ��'' �aa
Property Owner's Address:
Property Owner's Phone Number_supe"s
Property Address: _/ -'
Contractor's Name:
Contractor's
Address:
Contractor's Phone Number:
Flood Zone BFE Lowest Floor Elevation
(Excluding garage or carport)
Check one of the following:
[ ] I am attaching a State Certified Appraiser's report, valuing the structure at:
[ 1 am not attaching a State Certified Appraiser's report and I accept the use of the valuation of
my property that has been recorded by the County Property Appraiser's Office.
///142
SIGNATURES:Property Owner:Date:zz
Contractor: Date:
t
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
PROPERTY OWNER'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address:
Contractor's Name:
Property Owner's Name:
Property Owner's Address:
Property Owner's Phone
Number:
I hereby attest that the list of work and cost estimate submitted with my Substantial Damage or
Substantial Improvement Application reflects ALL OF THE WORK TO BE CONDUCTED on the subject
structure including all additions, improvements and repairs and, if the work is the result of Substantial
Damage, this work will return the structure at least to the "before damage" condition and bring the
structure into compliance with all applicable codes. Neither I nor any subcontractor or agent will make any
repairs or perform any work on the subject structure other than what has been included in the attached
list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF
COUNTY OF
Before me this day personally appeared , who, being
duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the
aforementioned conditions.
Property Owner's Signature
Sworn to and subscribed before me this day of , 20_
Notary Public State of
My commission expires
SUBSTANTIAL IMPROVEMENT
OR SUBSTANTIAL DAMAGE
CONTRACTOR'S
SUBSTANTIAL DAMAGE OR
SUBSTANTIAL IMPROVEMENT AFFIDAVIT
Property Address:
Contractor's Name:
Contractor's Company Name:
Contractor's Address:
Contractor's Phone Number:
Contractor's State Registration or Certification Number:
Contractor's We Registration Number (if applicable):
I hereby attest that I, or a member of my staff, personally inspected the subject property and produced
the attached itemized list of repairs, reconstruction and/or remodeling which are hereby submitted for a
Substantial Damage or Substantial Improvement Review. The list of work contains ALL OF THE WORK
TO BE CONDUCTED on the subject property. If the property sustained Substantial Damage, this list of
Work, will return the structure to at least its condition prior to damage and bring the structure into
compliance with all applicable codes. I further attest that all additions, improvements or repairs proposed
for the subject building are included in this estimate and that neither I nor any subcontractor or agent
representing me will make any repairs or perform any work on the subject structure other than what has
been included in the attached list.
I UNDERSTAND THAT I AM SUBJECT TO ENFORCEMENT ACTION, WHICH MAY INCLUDE FINES,
IF ANY INSPECTION OF THE PROPERTY REVEALS THAT I, OR MY CONTRACTOR, HAVE MADE
REPAIRS OR IMPROVEMENTS NOT INCLUDED ON THE ATTACHED LIST OF REPAIRS OR THE
APPROVED BUILDING PLANS.
See attached itemized list.
STATE OF
COUNTY OF
Before me this day personally appeared , who, being
duly sworn, deposes and says that he/she has read, understands, and agrees to comply with all the
aforementioned conditions.
Contractor's Signature
Sworn to and subscribed before me this day of , 20
Notary Public State of:
My commission expires:
Application
Number
Cost Estimate of Reconstruction / Im
E
11/02®/1
This cost estimate of reconstruction/improvement must be prepared by and signed by the
contractor or by the owner if the owner acts as the contractor. Owners who act as their own
contractors must estimate their labor cost at the current market value for any work they intend to
perform.
Sub -Contractor Bids
Contractor o ner
Estimates
Bid Amounts (see note "D")
Material
Costs Material
Costs
1. Masonry
2. Carpentry Material (rough)
3. Carpentry Labor (rough)
4. Roofing
5. Insulation and Weather-strip
6. Exterior Finish (stucco)
ors, Windows & Shutters*'
8. Lumber Finish
9. Hardware
10. Drywall
11. Cabinets (Built-in)
12. Floor Covering
13. Plumbing
14. Shower/Tub/Toilet
15. Electrical & Light Fixtures
16. Concrete
17. Built-in Appliances
18. HVAC
19. Paint
20. Demolition & Removal
21. Overhead & Profit
Property Search - Report
Property Information:
Folio
11-3205-019-0390
Property Address
1180 NE 100 ST
Owner Name(s)
NOEMI E LA HOZ
Mailing Address
1180 NE 100 ST
MIAMI FL 33138
Primary Zone
1400 SGL FAMILY - 3001-3250 SQ
Use Code
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds/Baths/Half
3/2/0
Floors
1
Living Units
1
Adj. Sq. Footage
2,382
Lot Size
10,909.92 SQFT
Year Built
1951
Full Legal Description
5 53 42
MIAMI SHORES SEC 8 REV PB 43-
67
LOT 3 BLK 178
LOT SIZE IRREGULAR
OR 19770-0394 06 2001 1
Assessment Information:
Year 2013 2012
Land Value $199,307 $190,273
Building Value $210,978 $239,544
Market Value $410,285 $429,817
Assessed Value $396,8641 $390,231
Benefits Information:
Benefit
Type
2013
2012
Portability
Assessment
Reduction
$0
$39,586
Save Our Homes
Assessment
Reduction
$13,421
$0
Homestead
Exemption
$25,000
$25,000
Second
Homestead
Exemption
$25,000
$25,000
Widow
Exemption
$500
$500
Note: not all benefits are applicable to all Taxable Values (ie County,
School Board, City, Regional).
Page 1 of 2
MIAM
OFFICE OF THE PROPE
PROPERTY SEARCH SUP
Aeri
Taxable Value Information:
Year
2013
Amount
Exemption/
Taxable
County
$50,500/$346,364
School Board
$25,500/$371,364
City
$50,500/$346,364
Regional
$50,500/$346,364
Sale Information:
Date
Amount
OR Book -Page
Ouall
12/30/2011
$399,515
27946-3490
Corre
conk
08/02/2010
$499,550
27379-2405
Qual
06/01/2001
$339,000
19770-0394
2008
Qua] 1
08/01/1998
$244,000
18229-2007
2008
Qual 1
06/01/1990
$189,000
14590-2172
2008
Qual I
05/01/1988
$138,000
13705-2331
2008
Qua[ I
04/01/1977
$11
00000-00000
Quail
Disclaimer:
The Office of the Property Appraiser and Miami -Dade County are continually editing and updating the tax roll and GIS data to reflect the
http://gisweb.miamidade.gov/PropertySearch/printMap.htm
11/20/2013
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($M 441-4494 UAW PAX (954) ?"-3260 iRWO PAX
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RAMMS ENGINEERING, INC. Kd =.85
2100 W 76 Street, Hialeah, Florida 33016 FLORIDA BUILDING CODE, 2010
Robert S. Monsour, P.E. FI # 11955 / 0006024 ASCE 7-10 WIND CODE
DESIGN WIND LOADS IN PSF. MIAMI DADE 175 MPH WIND ZONE
Interior & Exterior Zones (4&5 - Walls) Positive Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Are
Effective Wind Area or, Tri utary Are
in Square Feet
10 20 30 40 50
10 20 30 40 50
60
1.00 0.95 0.92 0.89 0.88
0.86
15
40.4
38.5
37.5 36.7
36.1
35.7
20
42.7
40.8
39.7 38.9
38.3
37.8
25
44.6
42.6
41.5 40.6
40.0
39.4
30
46.5
44.4
43.2 42.3
41.7
41.1
40
49.4
47.2
45.9. .44.97
44.2
43.6
50
51.8
49.4
48.1 47.1
46.4
45.7
60
53.7
51.2
49.8 48.8
48.1 1
47.4
Interior Zone (4 - Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Are
in Square Feet
in Square Feet
10 20 30 40 50
60
-1.10 -1.05 -1.02 -0.99 -0.98 .-0.66
-1.40 -1.29 -1.23 -1.19 -1.15
15
-43.8
-42.0
-40.9
-40.2
-39.6
-39.1
20
-46.4
-44.4
-43.3
-42.5
-41.9
-41.4
25
-48.4
-46.4
-45.2
-44.4
-43.8
-43.2
30
-50.5
-48.4
-47.2
-46.3
-45.6
-45.1
40
-53.6
-51.4
-50.1
-49.1
-48.4
-47.8
50
-56.2 1
-53.8
1 -52.5 1
-51.5
-50.7
-50.1
60
-58.2 1
-55.8
1 -54.4 1
-53.4
-52.6 1
-52.0
Exterior Zones (5 = Walls) Negative Pressures
Exposure C For the 175 mph Wind Zone
CATEGORY 2
Height
Maximum
Effective Wind Area or, Tri utary Are
in Square Feet
10 20 30 40 -50
60
-1.40 -1.29 -1.23 -1.19 -1.15
-1.13
15
-54.1
-50.4
-48.3
-46.8
-45.6
-44.7
20
-57.2
-53.4
-51.1
-49.5
-48.3
-47.3
25
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4.
30
-62.3
-58.1
-55.7
-53.9
-52.6
=51.5
40
-66.1
-61.7
-59.1
-57.2
-55.8
-5
50
-69.3
-64.7
1 -61.9
-60.0
-58.5
60
-71.9
-67.0
1 -64.2
-62.2
-60.6
.4
Length of End Zone (a): 10% of least horizontal dimension or .4
but not less than 4% of least horizontal dimenslon or 3 ft. (h = m
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE T,
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MIAMI•D1ADE MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(786)315.2590 F(786)315-2539
NOTICE OF ACCEPTANCE (NOA) www.miamidade.ggy/ners/
Trulite Window & Door Solutions, LLC
8130 NW 70 Avenue
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 Jurisdiction
(AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. if this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA 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 111800"Aluminum French Doors w/ wo sidelites-L.M.I.
APPROVAL DOCUMENT: Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)",
sheets 1 through 15 of 15, dated 09-17-01 last revised on DEC 08, 2011, 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 Missile Impact Resistant
Limitation:
1. SHW is integral part of Mak door application, door not to exceed 39-1/2W x 8411H 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", 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 & renews NOA # 10-0930.07 (former Arch Windows, LLC dba AWP) and consists of this
page 1 and evidence pages E-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Ishaq I. Chanda, P.E.
MIAM tjDARE COUNTY NOA No 11-1209.02
r Expiration Date: January 03,2017
Approval Date: January 26, 2012
\ Page 1
19 1
Trnli%s Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (transferred from file # 10-0930.07).
2. Drawing No. W01-64, titled "Series 1800 Alum French Doo w/ sidelite (L.M.I.)", sheets 1 through 15
of 15, dated 0947-01 last revised on DEC 08, 2011, prepared by AL-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS (transferred from file # 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 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 24113.2. 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.
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 24113.2. 1, TAS 202-94
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.
3. 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 French Door w/3 -point
lock, prepared by Fenestration Testing Lab., Inc., Test Report No. FTL-3389, dated 6 /25/02, signed
and sealed by Edmundo Largaespada, P.E. (Submitted under previous NOA #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 24113.2. 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, dated 7/12/01,
signed and sealed by Luis Figueredo, P.E. (Submitted under previous NOA #03-0805.07 Yale Ogron
Mfg. Co)
C. CALCULATIONS
1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated
11/15/11, signed and sealed by Javad Ahmad, P.E.
2. Anchor verification calculations and structural analysis, complying with FBC-2007, prepared
by Al Farooq Corporation, dated 03/10/09 and last revised on Jan 05, 2011, signed and sealed
by Javad Ahmad, P.E. (transferred from file # 10-0930.07).
3. Glazing complies w/ ASTM&1300-02 & -04 C7lL
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 114209.02
Expiration Date: January 03, 2017
Approval Date: January 26, 2012
E-1
r
Tralite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia Inc. for "Saflex clear & color
interlayer", expiring on 05/21/16.
2. Notice of Acceptance No. 07-1116.11 issued to Saf-Glas, L.L.C. for "SAF GLAS
Polycarbonate Laminate", expiring on 12/16/2012.
E. STATEMENTS
1. Statement letter of compliance to FBC 2010, prepared by Al Farooq Corporation, dated
11/15111, signed and sealed by Javad Ahmad, P.E.
2. Statement letter of conformance and letter of no financial interest, prepared by Al Farooq
Corporation, dated 09/03/10, signed and sealed by Javad Ahmad, P.E.
3. Statement letter of compliance, part of the above referenced test reports.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite Residential
Windows, LLC" issued by State of Delaware on 07/27111, signed by J.W. Bullock.
5. Certificate of registration of name change from "Trulite Residential Windows, LLC" to "
Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11, signed by
J.W. Bullock.
6. Florida Dept of State, listing dated 02/03/10 of Trulite Window & Door Solution, LLC
(Foreign Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.
7. Sales agreement between AWP, LLC (seller) and Arch Aluminum & Glass Enterprise, a
Delaware Corp (purchaser) dated Jan 14, 2010, signed by Leon J. Silverstein and Wm, Robert
Wright, respectively. (transferred from file # 10-0930.07).
8. Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dated
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-0930.07).
9. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.), managed
by Arch Intermediate Holding, LLC, Tamarac, Fl. (transferred from file # 10-0930.07).
10. Statement letter dated March 25, 2010, issued by Arch Windows, LLC that it has purchased
all assets of AWP, LLC effectively Jan 29, 2010, signed by Leon Silverstein, President/CEO
(Arch Windows, LLC)(transferred from file # 10-0930.07).
11. Asset purchase agreement dated 11101/06 among AWP, LLC (Buyer) and Yale Ogron
Windows & Door Inc. (seller), signed by Leon J. Silverstein and Manny Valladares,
respectively(transferred from file # 03-0845.47).
G. OTHER
1. This NOA revises & renews NOA # 10-0930.07, expired on January 03, 2012.
2. Certificate of name changes and State of Florida listings.
3. Test proposal, dated 06-14-00, 09-20-01 and 11-06-07, approved by BCCO.
Ishaq L Chanda, P.E.
Product Control Examiner
NOA No 11-1209.02
Expiration Date: January 03, 2017
Approval Date: January 26, 2012
E-2
I
SERIES 1800 ALUM FRENCH DOOR W/ SIDELMS
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELRES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR
SEE SHEET 4 FOR DESIGN LOAD CAPACITIES.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQWR MENTS OF THE CURRENT FLORIDA W ONG CODE MWDMIG H= 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 CONDITIONS NOT SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPROVAL
A LOAD DURATION INCREASE 64 USED IN DESQN OF ANCHORS INTO WOOD ONLY.
MATERMLS INCLUDING BUT NOT L IED TO STEEiJMEDIL SCREWS THAT COME MRO
CONTACT WITH OTHER DISSIMILAR MATERIA S $HALL MEET THE REQUIREMENTS
OF CURRENT FLORIDA BLDG. CODE SECTION 2003.8.4.
L �+• MAX. �
421CAL ELEVATION
( X )
SINGLE LEAF DOOR
12
6 3/4" MAX.
71 3/4' MAX
23 7/8' MAX.
ICA
TYPICAL ELEVATION
(XX)
DUAL LEAF DOOR
DOOR OPTIONS ��MdMlo
GLASS D.L.O. DIMS. 11-12.OQ.Qz
D.L.O. HEIGHT (DOOR & SIDELITE) — FRAME HEIGHT — 13"
D.L.O. WIDTH (X DOORS & 0 PANELS) - FRAME WIDTH — 13.625" a
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH — 24'/2
J
6�¢n. wvgo AN ,
DOORS/SIDELITES ARE RATED FOR LARGE AND SMALL MISSILE IMPACT. gv0.
SHUTTERS ARE NOT REQUIRED.
TV
drawing no.
W01-64
144' MAX. 108• MAX. �u
FRAME WITH FRAME WUrH [o
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8 3/4' MAX. 12' MAX 12' 12° 12' 12' 3° MAX,
a
HEAD/SILL HEAD/SRI 3°
FALSE MUNTINS
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D.L.OPO. O.L OPG. 12 Q. D.L OPG.
34° 34' MAX. 34° MAX. OO
LEAF WIDTH LEW WIDTH LFAF WfOTH 0
TYPICAL ELEVATION TYPICAL ELEVATION
( OXXO ) ( OXXO) n
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LEAF WIDT 3 3/4' WINDOW WIDTH C r. (t,�
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1/8' ANN. GLASS 14
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SAFLEX tw 8Y 'SOLUTIA' .092' ALUM PANEL \\ 21 lu
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1/8' ANN, CLASS 5/8' THX. PLYWOOD C1 \ x J Q Sq
SILICONE SILICONE .092' ALUM PANEL
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AT 8' FROM ENDS 33-1/V HOGHT MAX.
DO DOOR AND 18' D.C. MAX. /
GLAZING DETAIIS /
TYPICAL ELEVATION
X
FOR DESIGN LOAD CAPACITY SEE SHEET 4m ffi o o
SINGLE LEO DOOR WITH DOOR 2500 SINGLE MWG WDW INMMT 0 :U
CG WLLOS
WINDOW INSERT OPTION q
FLA. PE 70892 $ n
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W01-64
• sheet 30115
DOOR SIDEM �u
WIDTH ro
1
NOTE:
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/ BASED ON ASTM E1300-04 (3 SEC. GUSTS)
// DECLARRAA FLORIDA STATEMENT BUILDINGCOMMISSION 5 EC -21 s
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DESIGN LOAD CAPACITY - PSF
DOOR DOOR GLASS TYPES
FRAME WIDTH FRAME HEIGHT 'B' OR 'D'
(INCHES) (INCHES) EXT.(+) ML(-)
31 1/2 88A 86.0
78 3/4
37 1/2 85.0 B5.0
39 t/2 � 3/a 86.0 8SA
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FRAME HEIGHT
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80
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71 3/4
BBA 86.0
�
83 3/4
88A 85.0
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80
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71 3/4
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FRAME HEIGHT
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W. �' OR 'D'
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80
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71 3/4
BBA 86.0
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83 3/4
88A 85.0
71 3/4
BSA 65.0
80
� 3/4
85.0 85.0
71 3/4
88.0 85.0
SRVGLB LisAP' (X) DOORS BITH B.H. INSERT
FIA
D1�IGN LOAD CAPACITY - PSF
DOOR
FRAME WIDTH
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DOOR
FRAME HEIGHT
(MORES)
6/B" PLY9POOD
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31 1/2
� 3/4
86.0 86.0
39 1/2
BS.O 88.0
STATIONARY PANEL (0) OR DOORS WITH SIDRLIT&8
DESIGN LOAD CAPACITY - PSF
DOOR
FRAME HEIGHT
QNCHES)
DOOR
FRAME WIDTH
(INCHES)
PANFl
SBTET.HE WIDTH
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DIRECT SET
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65.0 85.0
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79 3/4
71 3/4 (XX)
30
38
42
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18
18
78
16
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30
38
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TYPES A. 8 & D
GLAZING DRUM AT
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HEAT SIREN D CLASS
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.070" INTERLAYER
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ETHANE ADHESIVE
HEAT STREN'D GLASS
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GE 28M
FE
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GLAZING OPTIONS
1/8' HEAT SrREWD GLASS
EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850),
.080 PVB INTERLAYER
T
THREE PER LEAF, 11-1/2' FROM LEAF TOP AND BOTTOM TO HINGE'S CENTER LINE AND ONE Al
SAFLEX TAG BY 'SOLUrW
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LOCK OPTIONS
Q 9OPTIONi
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2
11
19
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STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART
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1
13
No. YE -802, WITH 2-1/8' LORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SEI), KEY
14
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OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEW .
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MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH
#10 X 3/4• PH SMS
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PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM
AT D' FROM ENDS
TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS.
TYPICAL
GLASS TYPE 'A'
HEAT SIREN D CLASS
018' URETHANE ADHESIVE
.070" INTERLAYER
'u
'POLYCARBONATE
04PACT GLASS'
ETHANE ADHESIVE
HEAT STREN'D GLASS
SILICONE
GE 28M
FE
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GLAZING OPTIONS
HEAT STREN'D CLASS
W8 INTERLAYER
X wo BY SOLUTLA'
r-3/18' HEAT STREN D GLASS
2m
YE -833
YE -833 YE-e2a
GLAZING ADAMR OPTIONS
F.ngre • . Y '� a
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W01-64
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4,u
EXTRUDED 1/8' THK AND 7-1/2' LONG TWO-PART ALUMINUM BUTT HINGE (PART No. YH-850),
T
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MIDSPAN.
Z
LOCK OPTIONS
Q 9OPTIONi
11
19
STANDARD LOCK SET AND CYLINDER DEAD BOLT LATCH (FOR PRE -FABRICATED LOCK STILE PART
I7.
1
No. YE -802, WITH 2-1/8' LORE AND 2-3/8" BACKSET TO FIT STANDARD LOCK SEI), KEY
8
OPERATED ON THE EXTERIOR AND THUMB TURN ON THE INTERIOR AT EACH ACTIVE LEW .
MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH
STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT
d py
PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2' FROM
0 41 n
TOP & BOTTOM OF ACTIVE & INACTIVE LEAFS.
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OPTION �2
MANUFACTURER'S STEEL. THREE POINT LOCK MECHANISM ALTERNATE TO STANDARD LOCK SET AT
z
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ACTIVE LEAF (FOR PRE -FABRICATED LOCK STILE PART No. YE -837) WITH THROW BOLTS
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CONNECTED TO MORTLSE LOCK SET, ENGAGING INTO FRAME HEAD AND SILL AND KEY OPERATED ON
0
THE EXTERIOR AND THUMB TURN ON THE INTERIOR
MANUFACTURER'S MANUALLY OPERATED CONCEALED ZINC DIE-CAST FLUSH BOLT ASSEMBLY WITH
p�qq
BS
STEEL EXTENSION ROD, ALUMINUM FLUSH BOLT GUIDE, STAINLESS STEEL FLUSH BOLT ADJUSTMENT
PLATE AND PROTECTIVE MOLDED PLASTIC BOX FOR FLUSHBOLT AT THRESHOLD, AT 10-1/2" FROM
TOP & BOTTOM OF INACTIVE LEAF.
NOTE:
TOP AND BOTTOM FLUSH BOLTS MUST BE ENGAGED DURING PERIODS OF HURRICANE WARNING.
�
a�
n . �
HEAT STREN'D CLASS
W8 INTERLAYER
X wo BY SOLUTLA'
r-3/18' HEAT STREN D GLASS
2m
YE -833
YE -833 YE-e2a
GLAZING ADAMR OPTIONS
F.ngre • . Y '� a
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CPE
APL 347CM38 2
d wing rro.
W01-64
L • t � sheet $ of 15
OPERA -TING
I
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AL
FOR SPACING
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TYPICAL ANCHORS
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INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
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1-1/2" MIN. PENETRATION INTO WOOD
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1-1/4' MIN, EMBED INTO CONC. OR MASONRY
$
WOOD BUCKS AND METAL STRUCTURE NOT BY TRULTIE
'
6
4
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
DIRECTLY INTO CONIC. OR MASONRY
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
Oa
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
METS
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
0:"��`z
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SEE ELEVATIONS
FOR SPACING
ALTERNATE
. v ° TYPICAL ANCHORS
SEE ELEVATIONS
ctx F mcr FOR SPACING
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sheat 6 of 5
TYPICAL ANCHORS: SEE aw. FOR SPACING
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1/4" DIA. ULTRACON BY 'ELCV (Fu -177 Im, Fj 155 KSD
INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO CONC. OR MASONRY
1-1/4' MIN, EMBED INTO CONC. OR MASONRY
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4
DIRECTLY INTO CONIC. OR MASONRY
1-1/4' MIN. EMBED INTO CONC. OR MASONRY
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
I
INTO METAL STRUCTURESSTEEL
m
: 12 MIN.K N
11/8"
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THA.
FMIN. (6063-
ALUMINUM: (6063-T5 MIN.)
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012 SMS OR SELF DRILLING SCRE1V5Z
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ao�
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY - 2-1/2' MIN.
INTO WOOD STRUCTURE 1' MIN.
INTO METAL STRUCTURE = 3/4" MIN.
o
CONCRETE AT HEAD, SILL OR JAMBS fc = 300o PSI MIN.
C-90 HDLLOW/FTLLED BLOCK AT JAMBS fm = 2000 PSI MIN.
SPALAM:
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METAL PARTS CONNECTIONS SEALED WITH CLEAR COLORED SILICONE.
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SEE ELEVATIONS
ctx F mcr FOR SPACING
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sheat 6 of 5
OPERATING UNITS
drawing no.
W01-64
ACTIVE
INACTIVE
ff 41
mLOCK MIN I
EXTERIOR
3 POINT LOCK ,. ACTIVE LEAF OPTION
drawing no.
W01-64
STYPICAL EE PANEL SIDELITE INSTALLATION DETAILS ��V
ED% per, FOR SPACFNC
8`.. 8
O810 X 3/4' PH SMS g 4
AT 4-3/4' FROM ENDS 0 eti
AND 14' O.C. MAX, gLg��i
8 SCONE AT 4-310 x 1!"Fzm ENDS £ g
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SEE ELEVATIONS EDGEDIST. SEE ELEVATIONS
FOR SPACING FOR SPACING
drawing no.
PANEL SIDELITE UNITS W01-64
I �
• sheet $ c115
TYPICAL DIRECT SET SIDELITE INSTALLATION DETAILS
aAAPCHORS
EDGE DLtiT.
FOR SPACING
a
a.
4J
141
O
.• 1
St
ii ti
..i
�3�
0
it
i• i•
it
:I
I
(4°
0
i
� i
1/4" MAX.•. SWEUTE/OWR JAMB
O O CONNEMON
¢�
��
�� 8
M
c
1
W
i it
I 1
31
86Z
�S
c
17
M
i
e
aDA
MICAL ANCHORS __ _ — _ _
I I
II
IiI
SEE ELEV.1
FOR SPACING—
"
18" .
O.L OPO. p1 7 EXTERIOR
DIRECT SET SIDELRE WIDTH DOOR FRAME WIDTH
Mal
Ill �y
Ill
OPTIONAL
ii
FRAME WIDTH
31 5 �wM A�!'le�dAaMal8181=19
'
MIA
• JA
On pAda
FIA 70892
1�1 �i
CAU
O'
' c
EDGE
DIST.
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING .
Ll
DIRECT SET
SID
. ITE
UNITS
4.000--
25D
H.494
2.117980.070 .781 1.240
1.547
.750
t DOOR FRAME HEAD
.7,8 .972
1a
�I OSO
k 7.
GLAZING CHANNEL
PRESSURE PLATE 1 (9) SNAP CAP
.97-j( 1.217 I ,13.
U 1814
.050 050
853 1.087
13 14
EXT. GLAZING LEG. INT. GLAZING LEG
#10-24 xSTEMt/z• FH Ms
(THREAD CUTTING) Q
RI
3) TOP/BOTTOM RAIL
4.138
.070
1.834
4.282--
n7
.282n HINGE STILE
LOCK STILE
® LOCK STILE
7R 3 POINT LOCK OPTION)
0
0
0
0
21 HINGE ASSEMBLY
4.000
1.800
2125
.838,.490
n SIDELITE FRAME
ITEM #
PART ff
1 REQD.
DESCRIPTION
MATERIAL MANF./SUPPM/RNNARKB
I
YE -832
1
DOOR FRAME HEAD/JAMB
6003 -TB
-
2
YE -810
1
SM. THRESHOLD
6083 -TB
-
2A
YE -1820
1
M -RISE THRESHOLD
6063-T8
-
28
YE -840
1
OPRONAL THRESHOLD
6083 -TB
5
YM -809
AS REO.
SIDEUTE FRAME
6063 -TB
-
8
YE -801
2/ LEAF
DOOR LEAF TOP AND BOTTOM RAIL
5063 -TB
-
7
YE -803
1
DOR LEAF JAMB - HINGE SIDE
6083 -TS
-
6
YE -802
1
DOR LEAF - LOCK SIDE
6083-T8
-
8A
YE -837
1
DOR LEAF - LOCK SIDE (3 POINT LUCK)
6063 -TIS
-
9
YE -848
2/ LEAF
SNAP CAP FOR DOOR LEAF & SILL
6063 -TB
-
10
YE -818
AS READ.
COVER PLATE
6063-T8
-
12
YE -824
4/ LEAF
GLAZING CHANNEL
6063 -TB
-
13
YE -835
AS REO.
EXTERIOR GLAZING LEG
8083-T5
-
1A j
YE -833
AS REM.
INTERIOR GLAZING LEG
6083-T8
-
1B
YH-623
AS REO.
GLAZING GASKET
VINYL
DUROMETER 78 SHORE A
YH-4004
AS REM.
WOOL FIN WEATHERSTRIPPING (.187 X .260)
-
ULTRAFAS
YR -622
AS REO.
BULB WEATHERSTRIPPING (.196 X 260)
VINYL
DUROMETER 78 SHORE A
GU
1/ACTIVE
3 POINT LOCK MECHANISM (OPTIONAL)
S. STEEL
-
YH-610
AS READ.
FLUSH BOLT ASSY. SERIES 1202
ZINC
DIECAST
r2l
YH-650
3/ LEAF
BUTT HINGES. AT 11-1/2' FROM ENDS & MDSPAN
ALUMINUM
WITH SS PIN
YE -805
4/ LEAF
PRESSURE PLATE -TIE ROD
8083-T5
2-1/2" LONG
YH-630
2/ LEW
3/8' DIA. THREADED ROD
STEEL
-
YR -618
2/ LEAF
3/8•-16 HEX FLANGE NUT
STEEL
-
25
YM -541
AS R EQO.
INSTALLATION SCREW HOLE CAP
PLASTIC
-
26
2/ LEAF
FLUSH BOLT GUIDE, 1-1/2" LONG
8063-T6
-
27
2/ LEAF
FLUSH SOLT AQ.IISTMENT PLATE
S. STEEL
-
28
1
PROTECTIVE BOX
NYLON
-
29
p
1
LOCK SET ASSEMBLY
-
LEVER OR KNOB TYPES
30
1
DEADSOLT ASSEMBLY
-
-
31
YM-816AS
REOD.
INSTALLATION SCREW COVER STRIP
6053 -TB
-
32
AS READ.
SIDEUTE FRAME MULLION
6083-T8
t.990 1.990 .770
1.990
.110 .110
2.610 I sOO
2.124
S0D .500-500
.078 4.000 .076 4.000 .078 4.G00�
STD. THRESHOLD I ® HI-RISETHRESHOLD ' 0 OPTIONAL THRESHOLD
aroWing no.
W01-64
a
1 3/B' DIA. STEn ci
lgoe FLU LTHRE HRS 2-1/2` LONOUITE
Q; O
1(-) 010 X 1' PH SMS 1 N
a��� gg
/BROD AT EACH END 0
FRAME UPPER CORNER $ ffiffi
m M
7 87
s
8 � �
QM8
DOOR LEAF CORNER
3
YkawlC'1'
son"
lAa o o d
c Mob
(3) $10 X 1' SMS
C-
A.?t z '
aX EMOR
drawing no.
FRAME LOWER CORNER WO1 ^64
sheat 11 of 15
z
�
IL
�o
STASS Sr A FLUSHBOLTFLUSHBOLTFLUSHBOLTAOJUDJUSRNti PLATE WRH (2)
�24NDERCN'
W
OVER PLATE WOH
eS �Q
DOUBLE ROW FIN SFAL
WEATHERSOSP
FLUSH BOLT GUIDE
PLATE
ASSEMBLY
Q
AND ADJUSTMENT
FLUS1✓�T t�
ATTACHED TD FRAME
a d
F
SIRES AT TDP f91OWN)
MID �TTDIf
O
-v'
`7J'
WNCEN
FLUSH
(2) g10-24 PONT B
S
>
Ut lT. Flt, MS
tip
F M
M
d- a�
3
TOP FLUSHBOLT ASSEMBLY
Z
(2) tO-24 POW S FH. MS
'CONCEALED
FLUSH BOLLS
t-t/r LONG AwM.
FLlW13OLT OUMF- Op
t7WB�C9'APV. 1R�
i
ATTACHED TO FRAME
STtES ASarmM TOP AND (Sim)
OW b{7W16eftaitA
Mlllli YAM
as
s
f�
^t
aCOLDLE
COVER PLATE WITH
ROW FIN SEAL
1., W
c
n n
x
4
WFATHER,SW—?
7
SUBAiSS STEEP. FLET
ADJUSIM PLATE WITH (2)
88-24 x i/� FH.
UNDERCUT Std,
LH SVM AH1M
.
'
G
B
FTA PE 7O.
AN.
1
drawing no.
ER4MOR
W01-64
BOTTOM FLUSHBOLT ASSEMBLY+'
t
aFi88t 12 of 15
TYPICAL ANCHORS
SEE ELEVATIONS
EDCE
3//4` LIN.
Dist.
FOR 'ACIN
�V
THRbw
PENETRATION
BOLT .:•�;
d •.
, • .°
n ,
G '
I
P3
C
B
SLS
FOR SING
G 4 8
a ;�
LL Z ui .g,
t
�as
i
t
rP
n I
3
g
WEEPHOLES:
4
�
W7 1" LONG WEEP NOTCH AT EACH
END
Ix
0 1
wl
X 3�4"
C 1
SNCONE
CIE 2800
X10 PH. SLS.
AT 4-•3/4" FIM U" AND
14° O.C. MAX. TYPICAL
rYkki�y4?
M 6
{ Z
S
17
�
�11�
a
a
s
S >i
_o..
R
N
x
s
�
� D1 s =ii
D1
iij
j `
z
:..
u'oMLAI
q
u
Q
g
1e
ALTERNATE
' iN.
FLA. M
t
2
rim
<•
°
•
< �
drawing no.
. q o ;� ° •. '.. ..
SINGLE
(X) OPERATING
UNITS
W/ S H WDW
EDGE DST.
FOR SPACING
EDGE Dlsr.
TYPICAL ANCHORS
FOR SPACING
{
W01-64
sheet 13 of 15
1/4' MAX. �u
mcm
E1 VENT, WIDTH F1 SHIM Z �
tar aLK2t 1 O
WOOD 10
SMS
an. TYPICAL ANCHORS
FOR SPACING
ING 17 FOR SPACING
4
r
O O 0 �a
1 18 'i: ...a�. zTYPICAL�egj
8 EXTERIOR 7 21
'1€
SEE ELEV. D.L. OPO.
FOR SPACING 0
S.N. WINDOW WIDTH
LEAF WIDTH
DOOR FRAME WIDTH
LOCKOROPTION 1
,9 LOCK OPTION 2
(SEE SHEET 5) Q
1/4• MAX.O O MAX. n n
SHIM C' � Fi 1 SHIM
SPACE
laY
WOOD .-.N s z
METAL
TYPICAL. ANCHORS 0
4 SEE 63".
• ;� • FOR SPACING
ra
01111;
�y$� +'1..........' nr:Tri.......
s�. . . . . . . . .o
"' o tl.. �� ": • 17 27--1/2' MAX.18 Y wW Gl..... A►- r
PANEL WIDTH > 27 —
At EXTERIOR c o
TYPICAL. ANCHORS 1F11F WIDTH o E 9
SEE B".
FOR SPACING I C o W r n x
DOOR FRAME WIDTH • } iii, ••�•
9 LOCK OPTION 1 C
OR 1
19 LOCK OPTION 2 FFtIt1uup 2i�'• $ »
(SEE SHEET 5)
jj
-:""":''• sneer 14 or t s
2.220
1.327 O
s
to
FRAME NEAP
Q; O
912 8 S
A82
D
��_ ,.437 h g
-H 1.082
4A FIXED RAIL
O
•� SINGLE BONG WINDOW BMW BAR SINGIB (1) DOOR
1.4� �81.625
q�
EEE ?,f
I
9121 K
i
SA VENT TOP RAIL 7 / / .R1 M
r.2
��1.,28 .08
amommum
VENNT BOTTOM RAIL .,
VENT SIDE RAIL i
—2.174-19 �mSE>
.830 -161
CCWrox
3/4' WEEP NOTCH .
---IyAT EACH ENO � -
.055 1292 SCREEN RETAINING LEG 4 Q
• 2.104 1 - "A
Al n
3.827 3.027 f 2 RA.
`765W 'gg�
916 1.179 I+ �\g` Md
t.st7 S.H. VENT CORNER DETAIL dr°Wing no.
S.H. FRAME CORNER DETAIL W01-64
� FRAME SILL 3A FRAME JAMB ehaet 15 of 1
lT'EfE � PIRP 8 ROW. D�CSD?T[OA, MATBR1Ai. MANF./80PPL1ER/REMAR38
IA YE -i89 i FRAME HEAD 6083 -TB
2A YE -167 1 FRAME SHl 8063-78 -
3A YE -102 2 FRAME JAMB 8D63 -TS -
4A YE -,82 , fOfED RAI
5A
Bo63-'B -
BA YE -18, , VENT TOP RAIL 6083 -TB -
BA YE -188 1 VENT BOTTOM RAIL 8083 -TB -
7A YE -92 2 VENT JAMB 8683 -TB -
8A YB-4 AS RECD. GLAZING BFlJ) ALUMINUM ROIL FORMED
10A - 2/ VENT BLOCK &TACKLE BALANCE - -
t,A YN-822 AS READ. BULB VINYI. - SINGLE ROMI PVC DUROMETER 78 SHORE A
13A YH-SOBF AS REM PILE-SCHLEOEI..187 % .28t1 - FIN SEAL (DOUBLE)
14A YH-604 2/ Yk]df VENT LATCH6 NYLON/CE,.tX1N AT 11• FROM ENDS
t4A4 rn-s18 2/ VENT CAM LOCKS 7JUAAPc AT 11• FROM ENDS
18A il0 X 3/4' B FRAME ASSEMBLY SCJIENS CRS PLATED, PH
5113
16A
� X ,"
2
FIXED RA@. scREWs
ORS
CAD PIATED, PH SMS
17A
�8 X 1-1/4'
4/ VENT
VENT ASSEMBLY SCREWS
CRS
CAD PLATED, PH SMS
18A
YH-880
1
RE9IFORCINO BAR (.828X.3127
STEEI.
-
2.220
1.327 O
s
to
FRAME NEAP
Q; O
912 8 S
A82
D
��_ ,.437 h g
-H 1.082
4A FIXED RAIL
O
•� SINGLE BONG WINDOW BMW BAR SINGIB (1) DOOR
1.4� �81.625
q�
EEE ?,f
I
9121 K
i
SA VENT TOP RAIL 7 / / .R1 M
r.2
��1.,28 .08
amommum
VENNT BOTTOM RAIL .,
VENT SIDE RAIL i
—2.174-19 �mSE>
.830 -161
CCWrox
3/4' WEEP NOTCH .
---IyAT EACH ENO � -
.055 1292 SCREEN RETAINING LEG 4 Q
• 2.104 1 - "A
Al n
3.827 3.027 f 2 RA.
`765W 'gg�
916 1.179 I+ �\g` Md
t.st7 S.H. VENT CORNER DETAIL dr°Wing no.
S.H. FRAME CORNER DETAIL W01-64
� FRAME SILL 3A FRAME JAMB ehaet 15 of 1
lT'EfE � PIRP 8 ROW. D�CSD?T[OA, MATBR1Ai. MANF./80PPL1ER/REMAR38
IA YE -i89 i FRAME HEAD 6083 -TB
2A YE -167 1 FRAME SHl 8063-78 -
3A YE -102 2 FRAME JAMB 8D63 -TS -
4A YE -,82 , fOfED RAI
5A
Bo63-'B -
BA YE -18, , VENT TOP RAIL 6083 -TB -
BA YE -188 1 VENT BOTTOM RAIL 8083 -TB -
7A YE -92 2 VENT JAMB 8683 -TB -
8A YB-4 AS RECD. GLAZING BFlJ) ALUMINUM ROIL FORMED
10A - 2/ VENT BLOCK &TACKLE BALANCE - -
t,A YN-822 AS READ. BULB VINYI. - SINGLE ROMI PVC DUROMETER 78 SHORE A
13A YH-SOBF AS REM PILE-SCHLEOEI..187 % .28t1 - FIN SEAL (DOUBLE)
14A YH-604 2/ Yk]df VENT LATCH6 NYLON/CE,.tX1N AT 11• FROM ENDS
t4A4 rn-s18 2/ VENT CAM LOCKS 7JUAAPc AT 11• FROM ENDS
18A il0 X 3/4' B FRAME ASSEMBLY SCJIENS CRS PLATED, PH
MAM
MIAMI-DADE COUNTY
=a PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULA'T'ORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) www.miamiida lyow Pais
Traift Window & Door Solutions, LLC
8130 NW 74P Avenue
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 Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
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: Clipped, Extruded Aluminum Tube Mullion - L.M.I.
APPROVAL DOCUMENT: Drawing No.M95-06A, titled "Aluminum Tube Mullions", sheets 1 through 6
of 6, prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11, 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 revises and renews NOA 010-0930.06 and consists of this page 1 and evidence pages E-1 and
E-2, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.114213.07
Expiration Date. December 24, 2016
YO Approval Date: February 02, 2012
Page I
Trulite Window & Door Solutions, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No.M93-06A, titled "Aluminum Tube Mullions", sheets 1 through 6 of 6,
prepared by Al Farooq Corporation, dated 11/20/95, with revision F dated 11/18/11,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. 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 2 mulled fixed frame
windows, O -O configuration, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-6600, dated 08/30/11, signed and sear by Marlin D. Brinson, P.E.
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wmd Pressure Loading per FBC, TAS 203-94
along with marked up drawings and installation diagram of 3 mulled fixed frame
windows, O-O/O configuration, prepared by Fenestration Testing Laboratory, Inc.,
Test Report No. FTL-3284, dated 02101/02, signed and sealed by Luis Antonio
Figueredo, P.E.
(Submitted under previous NOA #02-0227.01)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per PA 202-94
along with installation diagram of window prepared by Fenestration Testing
Laboratory, Inc., Test Report No. FTL-1297, dated 09/21/95 signed and sealed by
Yamil Gerardo Kuri, P.E.
(Submilled under previous NOA #95-0515.09)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007
and FBC-2010, prepared by Al-Farooq Corporation, dated 05/09/09 and revised on
11/16/11, signed and sealed by Javad Ahmad, P:E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. None.
E-1
Manae Perez,
Product Control Esa
NOA No. 11-121W.07
Expiration Date: December 24, 2016
Approval Date: February 02, 2012
Tralite Window & Door Solations. LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBhUTTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2010, and of no financial
interest, dated November 16, 2011, signed and sealed by Javad.Ahmad, P.E.
2. Florida Dept of State, listing of Trulite Window & Door Solution, LLC (Foreign
Limited Liability Co.), managed by Arch Intermediate Holding, LLC, Tamarac, Fl.,
dazed 02/03/10
3. Certificate of registration of name change from "Trulite Residential Windows, LLC"
to " Trulite Window & Door Solution, LLC" issued by State of Delaware on 17/10/11,
signed by I.W. Bullock.
4. Certificate of registration of name change from "Arch Windows, LLC" to Trulite
Residential Windows, LLC" issued by State of Delaware on 07/27/11, signed by J.W.
Bullock.
s. Florida Dept of State, listing of Arch Window, LLC (Foreign Limited Liability Co.),
managed by Arch Intermediate Holding, LLC, Tamarac, Fl.(transfmTed from file # 10-
0930.07).
6 Certificate of registration of Arch Windows, LLC (Delaware) in State of Florida dazed
02/04/10, managed by Arch Intermediate Holding, LLC (transferred from file # 10-
0930.07).
G. OTHER
1. Notice of Acceptance No. 10-0930.06, issued to Arch Windows, LLC dba AWP for
their "Aluminum Tube Mullion -- L.M.I. approved on 01/06/11 and expiring on
17/24/11.
t0010 0
PAIM
uel P.E.
Product Con
1 miner
NOA No. -1213.07
Expiration Date: December 24, 2016
Approval Date: February 02, 2012
1451
L�
ALL TUSE MULLIONS TO BE ALLOY 6063-T6.
u •�_ _SLI • L L�� 11' '��� _ �.
;lei .-019IFLI 11KNAVAala:..
HAI
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULL ION PROPERTIES ONLY
THIS PRODUCT HAS BEEN DESIGNED AND TESIFD'TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE 2010 EDITION PICULDING
HCH vawff HURamm zoNE (HMR).
ALL GLAZING, PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REGUIREINENTS I.E. WOW LOAD. WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD SULTS 6Y OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUM M
ANDI= SHALL HE AS LISTED. SPACED AS SHOWN ON DETAAA EMBEDMENT
TO SAM MATEMA. SHALL BE KVIM WALL MOM (STUB. TLE FTC.).
ANCHORING CONDITIONS OTHER THAN THOSE SHOWN IN THESE DETAILS
ARE NOT PART OF THIS APPR:NW.
A LOAD KRUM INCREASE S USED IN DFSSM OF ANCHORS INTO WOW ONLY.
WTFRIAIS MM BUT NOT UNITED WA. SCRETS. THAT C0IE V=CONTACT WITH OTHER Comm WERIAIS MEET THE REQUIREMEM
OF 2010 FLORIDA SIM CODE SECTION 2003.&4.
MULLION SYSTEM IS RATED FOR LARGE MSSILE IMPACT.
AND CAN BE USED WITFN ALL AWMI -RADE COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
INSTRUCTIONS:
USE CHARTS AND GRAPHS AS FOLLOWS.
aSTEP I DETERMINE DESGN LOAD REWIRED PER ASCE 7
FOR PARTICULAR OPENING.
STEP USE APPROVED GLAZING PRODUCTS MEEFING ABOVE LOAD
REWIREMWITS.
,WEP USE CONNECTION 70 MULLION AS PER PRODUCT
APPROVAL
USING CHARTS ON SHEET 2 SELECT MULLION SIZE WITH
STEP DESIGN RaW MORE TWIN DESIGN LOAD SPEOM
IN STEP 1 ABOVE
USNG ANCHOR TYPES ON SHEET 4 TNRU 6 AND ANCHOR CHARTS
.;M ON SHEET 3. SELECT ANCHOR TYPE WITH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
MULLION CUP (YE -851 (�e3—TB) I MULLION CLIP (wes—Ts)
M
(ALT. TO OUTS) (ALT. TO ANOLES)
CUP LENGTHS MUST RE CUT TO FR SNUG CLIP LENGTHS MUST OV CUT TO FHT SNUG
INTO TUSE MULLIONS INTO TUBE MULLIONS.
.726 L716
' LAS.ii?s f � 1,613
MULLION CLIP (6063_78) I MUWON CLIP (eo63-TS)
�gRJpP 1EN0TR8 Mu6r IRE CUf m FO SNUG CLIP LENGRIS MUST BE CUT TO FD MNG
(NO W FASTEA E RIp0.) CU 1 FASIHdER3 IffOD.)
+Jw
am
W-2.ODD
..SA.
�ll�ll�ll�'
DMON LOAD CAPACITY - M (RODE MUMWNS)
VUM®DUM1
wIDiH (Mr) tau SPAN
%8
sm.
1 %9
I STD. I
1 X 4
BID.
8X4 EEB
STD. SPD.
19-1/8'
28-1/a'
30°
37'
42°
48'
83-1/B'
80•
88'84.7
72•
74'
38-3/8'
140.0
140.0
140.0
140.0
140.0
138.2 140.0 140.0 140.0
140.0
12U 140.0 140.0 14MO
140A
87.8 1404 140.0 140.0
140.0
88.9 140.0 140.0 140.0
140.0
782 140.0 140.0 140.0
140.0
87.9 1392 140A 140.0
140.0
602 123.8 140.0 140.0
1404
1129 140.0 140.0
140.0
80.1 103 a 140.0 140.0
140.0
48.8 1 100.4 1 140.0 140.0
14MO
18-1/8•
29-1,'Y
SO°
37°
48'
83-1/B'
80'
86°
7Y
74'
80-8/8`
822
149.0
140A
140.0
1404
140.0 140.0 1404
140.0
140.0 140.0 140.0
140.0
118.3 140.0 1404
140442'
r5Z4
101.9 140.0 140.0
140.0
SU 140.0 140.0
140.0
80.3 129.3 140.0
140A
71.1 1149 140.0
140.0
239 84.7 104.1 140.0
140.0
0.19 89.3 90.4 138.3
140.0
212 1 87.7 928 MG
140.0
10-11W
28-1/2•
30°
37'
42•
48°
83-1/8'-
80'
88'
72"
74'
83°-
42.7
1221
140.0
140.0
140.0
309 8&1 140.0 140.0
140.0
27.2 779 140.0 140.0
140.0
z2.0 83.1 119.8 1404
140.0
- 88.8 108.6 140.0
140.0
48.8 92.4 138.0
140A
43.0 83.8 121.9
140.0
38.8 73.8 t08.0
140.0
38.4 67.2 982
140.0
32.4 81.6 004
140.0
319 804 879
140.0
19-1/8°
26-1/2'
30'
37'
4Y
48'74-1/4'
83-1/6'
28.1
744
140.0
140.0
140.0
939 118.4 140.0
140.0
479 1019 140.0
140.0
38.0 82.8 120.7
140.0
33.9 728 108.4
140.0
29.7 83.7 93.1
140.0
289MONA.023.8A21.6
An0.
.17$
8.9
Nm
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
l E 4 Sr". 'IV= l a 0 RITC. Was l d 4 Sl Y. ', M
I0. 4 Bi .�4 St ti 4 9
ARCH88 TO BE Oi9C;�D
�0 t&OI'A11caJIAR s1uPe
I MOR¢0N1AL MlUM
„=-''
I0.
ma2921
PR0011CT
0L4M
PRW=
10. M=ON SPAN ,I
TYPICAL MULLION ARRAN •EMENTS
WIDTH (W)® wt + w2
2
8 X 4 STD. RODE 8 X 8 STD. ROSN
I$ 6V'4 OY'4 9I'J
8
40
0
g
to
D
z _
z g
002
drawing dd.
M95 -06A
DEMON LOAD CAPACITY -
WMO19 DME. I ANCHOE9
80.4
KIM
DESIGN LOAD CAPACITY - PSP
ANCHORS TYPE
DESIGN LOAD CAPACITY -
140.0
28-1/2"
30'
32"
42"
48"
83-1/8'
80"
08•
72"
74°
38-3/8'
109.9 140.0
1124.0 1140.0
100.41
87.1 140.0 1 110.9 1140.0
1113.9
78.7 140.01 88.2 1140.0
1 1320 1
8s.3 138.7 1 7&8
140.0
80.7
137.8
54.8
taa3
4"
MA
44.1
*7&744.8
100.1
40.4
91.7
393
89.2
19-1/8'
26-1/2•
30"
37,
42•
48°
83-1/8"
60•
80-6/8"
11&4 140.0 130.9
140.0
833 1 140.0 944 1140.0
1404 140.0
140.0 83.4
140.0
1193 87.7
1383
108.1 89.8
1192
82.0 82.1
F411.5
1043
83.1 47.1
942
73.6 41.7
83.4B8•
888 37.8
76972"
613 349
BSA
74"
18-//8'
28-1/2"
30'
32"
42"
48'
W°
88°
72"
74•
83'
209 68.7 1 33.8F141
92.7 14&0 1052
972 140.0
684 133.9 789
88.9 11&2 874
1404
474 989 80.4
422 849 479
809
37.0 73.9 41.983-1/8'
604
33.4 889 37.8
289 88.1 339
87.0
289 83.7X11
81.0
24.8 493 279
BB.B
24.0 479 272
54.4
19-1/B°
20-1/2•
30"
32"
42"
49'
83-1/8"
80'
OO'
M'1
74-1/4•
7&7 140.0 892
140.0
88.6 113.8 84.4
1289
502 100.3 88.9
1139
40.7 813 46.1
923
389 71.7 40.6
813
31.4 ML7 M.8
71.1
2&3 8&7 32,1
843
2&1 602 2&4
BBA
229 45,9 'm9
81.7
204 419 23.7
47.4
80.4
KIM
DESIGN LOAD CAPACITY - PSP
ANCHORS TYPE
DESIGN LOAD CAPACITY -
140.0
140.0
26-1/2'
30"
37`
42"
48'
53-1/9'
80•
88•
72"
74'
84°
502
100.41
884
1113.9
BBA
1 1320 1
123.8
140-0 1
28-1/2•
30"
3i
42"
48'
83-1/0•
80"
BB'
72"
74"
132"
319
83.9
58.2
140-0 140.0
44.3 88.7 80.3 100.6 883 1116.8 109.8 140-0
2&2 08.4
MO
140.0 140.0
38.0 719 409 81.8 473 94.8 88.8 140.0
229 489
289
140.0 140.0
31.7 65.3 38.8 719 41.6 83..3 782 140.0
202 40.3
229
1404 140.0
27.7 B&4 51.4 82.9 35.4 729 08.4 MO
35.3
20A
135.3 140.0
25.0 80.1 2&4 118.4 329 &5.8 619 123.7
- 319
-
1199 140.0
222 443 2&1 SO 28.1 W.3 84.7 109.5
- 262
-
108.9 140.0
202 403 22.9 48. 288 93.0 49.8 99.8
- 25.7
-
989 140A
- 374 214 41.0 24.3 1 48.8 45.6 81.2
- 234
-
972 140.0
- 384 20.4 40A 23.8 1 473 1 44.4 889
--
84.0
1404
140.0
19-1/8'
28-1/2'
30'
37"
42"
48'
57-1/8'
00•
B8'
M'
88'
809
121.7
604
138.0
80.0
1140.0
1 140.0
140-0
18-1/8'
28-1/2'
30'
37'
4r
48"
63-1/9"
60'
BB'
7rse9
144'
40.6
81.2
1 4&0
140.0 140.0
43.9 879 499 99.6 87.7 1159 108.8 140.0
293t2l
8&B
14010 140.0
38.8 779 44.0 894 81.0 102.0 MA 140.0
299
881 883 1112.61
1404 140.0
319 629 3&7 71.4 41.4 62.7 77.7 t40A
21.0
28.8 293 344 31.9
129A 140.0
27.7 89.4 31.4 829 3&4 729 O&4 138.8
-
113,8 140.0
243 489 279 554 31.9 83.6 88.9 1109
-
tO2.6 140.0
21.9 439 249 491.7 2&8 87.6 34.1 108.2
-
$09 140.0
- 389 224 444 28.8 81.0 479 MA
-
829 140.0
- 36.3 20.0 40.9 23.2 4&4 43.5 87.1
-
7&7 140.0
- 323 - 38. 213 429 39.9 799
m.4
140.0
73.8
140.0
140.0
140.0
74
18-1/8°
20-1/2"
30'
37'
42"
40'
83-1/8°
80"
BB"
72"
74•
108•
-
54.1
314
10&2
-
81.4
35.7
122.7
20.7
71.1
41.4
140.0
133.8
1404
140.0 140.0 140.0
39.0 7&1 443 8&6 813 1028 98.4
1404
140A 140.0 140.0
34.8 694 381 782 483 90.7 852
140.0
128.0 11&4 140.0
280 88.9 31.7 83.4 38.8 734 69.0
13&1
111.0 104.3 140.0
24.6 493 27A 86.8 324 849 BOA
121.7
97.1 012 1404
21.6 43.1 24.4 49.9 28.3 38.7 1 832
1 10&4
879 82.4 140.0
- 39A 221 442 25.6 812 4&1
1 88.2
77.7 7&0 140-0
- 348 - 39.1 22.7 48.3K42.6
88270.6
06.4 132.7
- 31.4 - 39 20.8 412
77.4
849 009 121.7
- 29.7 - 32.8 - 379
714834
392 11&4
2&D 31.7 389
69.0
140-0
140-0
140.0
18-1/8"
28-1/2•
30"
37°
42'
48°
83-1/8"
1 80'
88"
M'
7e
120'
4&7
07.4
882
110.4
84.0
12&0
140.E140.0
1404 140.0
3&1 70.3 389 79.7 48.2 MA
140(
131.9 123.9 14U
31A 82.1 38.2 70.4 40.8 81.6
140.(10&8
100.4 140-0
282 803 289 87.1 33.1 882
1 124.:
90.2 88.5 140-0
222 443 21M 80.3 29.1 863 1 34.7
1 108.1
82.4 77.4 140.0
389 22.0 44.0 ME 81.0 47.9
98.8
749 899 1389
39.1 399 234 46.1 433
8&B
09.0 619 123.8
31.0 382 20.4 409 38.3
70.6
881 883 1112.61
2&"2 324 37.1 349
89.7
849 51.8 11012
PR an 4 1 -
28.8 293 344 31.9
83.9
- O8.2 I - 126E - 33.1 51.1
82.1
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 4 THRU 6.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
ANCHORS
r
PE
�r
1A2 AAA4JJB41.2
0
y
1.
(4
1
116.4
I.0 844
7.1742
7.1 80.1
834
72 4&4 49 .
1.9 41.9 393 7&7
- 37.1 349 89.7
- 33.7 31.7 633
- 309 284 8&1
30.1 28.2 889
33 108.7 100.2 140.0
09 77.0 72.3 14&0
410 68.0 83.8 127.7
7,8 88.1 819 103.8
43 489
48.8
1 912
y
(n
g
a�
1.3 9
- .1
- 9
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- 1-3.2-
19
ARC= *M BE MR180
4 7HM 6 r\ RMAMWLAR EWE Z
OR CAFAM
{ rq 1(,ai�l
40 S
B3 I N I I I I�sl
PR IIII PRODUCE
P MUWON 3PAN
vrz
TYPICAL ARRANGEMENTS
WIDTH (W) ® w1 + W2
2
Liliu:11*1
drOw111g no.
1/4 A B
i-1/4WANEMOO
LIP (1 ON WN
WOOD 61
D STRUCK
FLOAM
a
1-1/94/A
PD
4 OPH
Mk TAPOONS BY 'DMP 1/4° DIA TAPODNS BY 'DW'
1-1/4° MIN. EMBED 1-1/4' MDL EMBED
mm CO
1-3/4' MIN. 2 CUP (1 ON�FAta1 W4J0) MTO CCOiL` ;E PER ANO
EL%iE DISI'.
WOOD am
FL OATWO
1
WOOD
slRw
DATMO
FOR
1/a° OIA TAFC.O913 BY 'nw A7-
jl
1-1/4' 1491. WORD PENETRATION
1/4' 11 1/tea° MMR BY 'RW 1/4
R1/4' moi'.
1-3/4' Kw (2ON OR am—A mm CO
MIN 4 CUP (2 EACH WMD)
OIBT. 3°
.MW. .,
.a .
ALL CUM TO FR SMUO r TUBE MLAUDNS.
TAPCOM MAY BE HEX OR FLAT LWAD.
a
a PER a
S
2xaxtB' 4
ALUM AMS
OLE W3
Ims
BIN.JEE
i I
M.
IM
Z
3 9
IPOONS BY 'BW'
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2 PER AN1#.E
t.
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2 xMX 2 / 8'
ALU
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draWtng rro.
CVV! M95 -06A
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1/4• DSA. TAPCONS BY 'fw
1/4• DIA 1APCONS BY 'r W'
1/4• CIA. TAPOONS BY W
1/4^ DIA. TAPCONS BY TW
ia`�'�
1-1/4^
MIN. EMBED INTO MASONRY.BLOCKS
1-1/4' ASM.
EMBED INTO MASONRY BLodf3
1' ^
1-1/4• MIN. EMBED INTO MASONRY BLOCKS
1-1/4' WIN. EMBED INTO MASONRY BLOCKS
.i
1-3/4• MIN. z PER CIDP {1 ON EACH WMxi t PER AN
4 PER CLIP (2 ON EACH WING 2 PER
EDGE DIST.
'
C t
7,",EV"
IJ. I
II
I I
I
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IF
III
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a
n
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a x 2"" 1/B^
aLGM AiLE
I I
2 x z x 1
a
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I
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N74 SMS I I
2 PER ANGLE 1 1
I--------------
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1
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1-3/4' O.C. MBK i i
fLOATIKi CLIP j ;
ANGLE
1-3/4•PEOR. WN.
$
FOR 3• TUB
2 -3/4. O.C. MAI.
FOR ALL OTHER 1118PS
W M
E
ANCHORS TYPE
'M'
'AA4'
ANCHORS TYPE
y
Z
o
3
mm
1-3/4• MW.
I/4^ 0406 TAPCONS BY 1RT'
1-1/4• MW. EMBED INTO CONCRETE
2 PER CLIP (i ON EACH WWO
1/4' CIA TAPCONS BY 'BM
1-1/4' Ilei. EMBED WTO CONCRETE
1 PER AMC
1-$/4^
IE9NDIST.
1/4' DSA. TAPCONS BY w
1-I/4' mm. EMBED IMO CONCRETE
4 PER CLIP (2 ON EACH WWo
1/4^ ON. TAPOOIS BY TW
1-1/4' MW. EWBEO INTO CONCRETE
2 PER
Z
�
3
Z t
EDGE T
.7
IGN.
TO �
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"N
P
e
D
2 x 2 x 1 B•
u
la
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t I
NAW
-------------
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1
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AWW ANS
@
I
1 1 I
2 PERI I I
P&
I
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I
I
1 FLOATING CUP -/1 I
I
1-3/4- O.C. MIN. I I
/ I
I
1
I I I
I FLWTMxi CLIP I
2 AMBLE 1 I
1-3/FOR
H
I
3• TUBE 1 I
-
FOR ALL/OTH, SES
d
s-
QL.
V O
W 4
ANCHORS TYPE 'AW' ANCHORS TYPE 'AAA4'
EW WAV AHMAD MOM=
FLA. a dig CadO tUolcRi, FtwWx
.
No
/a
k
ALL CLIPS TO FIT SMWS GDO TUBE MIeLONS.
Dow
TAPCOI� MAY BE Fffx oft FLAT IffJ1D.
DY
drawing no.
M95 -06A
sheat 5 of 8
META STRUCTURES p14 SYS OR 1/4- T
PT
(mm OR ALUM. 1/e' M. Tmo 2 PER Our
OILSTm : EY - 38 KSI MIN. lKo ON EACH WING)
: 60B3 -Td AIN.
FLOATIND
014 BMS 0 1-f/2" 0.4
2 PER CHANNEL (fxa & 1x3 '
3 PER CHANNEL (1X4 & 2X4 '
4 PER CHANNEL (2X8
1/8" R
L
NOTCHED
ALLOW OWALLARON
FIER ASSEMBLY
ACCESS
Y 1EEL OR ALUM. .
(S 1/8' MR THICK)
5fEEl : Fy
-36 KSI MPI.
AL(AlINIRL :
6063-76 MW.
n
ALL CUPS TO FIT SNUG PRO TUBE MUUADN&
TAPCONS MAY BE HIM OR FLAT HEAD.
MULLION
#14 EMS 0 1-1/2" O.C. MW.
2 PERCUP ct%2 & ixs
LE 3 PER CLE (1X4 & ?X4 TUBES
4 PER CLIP (2X8
_--- ----_ -_-_-
1
----- ----- ------ -----
_ � I
@18 FH BMS ; f
" l PER MI.. ;
I ; ,
1-3/4" X Y X f/8" (FOR 2HY
3/4" X 2' X t/e° FlXt ( TUI
CUT TO Til' SNUG ALUM TUBE
ANCHOR DETAIL N1
METAL TO METAL CONNECTION
FLOATINS
$ SMS OR 1/4" TEKS
°ER CUP
ON EACH WING)
FOR
3S
1/4" TEICS M�Y
n
2x1/8
M MIDI$
a
In
O
0
m ��m
drawing fro.
M95 -06A
Sheet 1.1 6
MIAMI -DADS COUNTY
in PRODUCT CONTROL SECTION
DEPARTMENT OF PERMI MNG, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T(796)315-2590 F(786)315-2599
_NOTICE OF ACCEPTANCE (NOA) www.mlamidsdesoa/a
Lawson Industries, Inc.
8501 NW 90"' 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 jurisdiction (Am.
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
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 "PW 42M 6200 Flange Frame" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact
Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by
Thomas J. Sotos, 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 Mile 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 revises and renews NOA 0 07-M16.02 and consists of this page I and evidence pages 13-1, E-2,
E-3, E4 and E-5, qs well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
tiE NOA No 12-0307.06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
Page l
Lawson Industr*ws. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A-.*,.. DRAWINGS
1 Manufacturer's die drawings and sections.
2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed
Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed
and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-124010, dated
03/05/12, signed and sealed by Rafael Droz-Sella, P.E.
2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated
03/05/12, signed and sealed by Rafael Droz-Seda, P.E.
3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated
09/04/09, signed and sealed by Candido F. Font, P.E.
4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dated
09/04/09, signed and sealed by Candido F. Font, P.E.
5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated
09/02/09, signed and sealed by Candido F. Font, P.E.
6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering& Testing, Inc., Test Report No. HETI-09-2611, dazed
09/04/09, signed and sealed by Candido F. Font, P.E.
7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test ReportNo. HETI-09-2586 dated
07/10/09, signed and sealed by Candido F. Font, P.E. -J
Manuel Pe .E.
Product Control E finer
NOA No. 12- .06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-1
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
8. Test report on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering .& Testing, Inc., Test Report No. 11E1I-09-2582, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fined window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2580, dated
07/10/09, signed and sealed by Candido F. Font, F.E.
13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along, with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1779, dated
01/30/03, signed and sealed by Rafael Droz-Sella, P.E.
(Submitted ruder NOA# 06-0117.02)
15. Test report on: l) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated
01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NDA# 06-0117.02)
Manuel PVMI.046
Product Control
NOA No.1
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-2
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (com iNuv))
16. 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 fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated
01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NOA# 06-0117.02)
17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated
01/30/03, signed and sealed by Raphael Droz--Seda, P.E.
(Submitted under NOA# 0&0117.02)
18. 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 full radius fixed window,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B,
dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submied under NOA# 06-0117.02)
19. 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 eyebrow fixed window,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A,
dated 01/30/03, signed and sealed by Raphael Droz-Seda, P.E.
(Subndited under NOA# 06-0117.02)
20. 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
along with marked -up drawings and installation diagramm of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1215, dated
04/08/02, signed and sealed by Hector Medina, P.E.
(Submitted under NOA# 06-0117.02)
21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated
04/8/02, signed and sealed by Hector Medina, P.E.
(Submdued under NOA# 06-0117.02)
Manuel P P.E.
Product Coatro Era finer
NOA No. - 307.06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-3
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS wowwuim
22. 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
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated
04/08/02, signed and sealed by Hector Medina, P.E.
(Submitted under NVOA# 06-0117.02)
23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and .installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1103, dated
02/12/02, signed and sealed by Hector Medina, P.E.
(Submitted under NVOA# 06-0117.02)
24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated
02/11/02, signed and sealed by Hector Medina, P.E.
(SubmWed under NVOA# 06-0117.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis prepared by manufacturer,
complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
3. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc. for their "Safleg and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16
Manue Pe
Product Control E w' er
NOA No. 12-437.O6
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-4
Lawson Industries, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012,
signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by
.. Thomas J. Sotos, P.E.
G. OTHER
1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their
Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07
and expiring on 08/22/12.
I A K -0,9144
Manuel Perez, .
Product Control Exgftr
NOA No. 12-M.46
Expiration Date: August 22, 2019
Approval Date: May 24, 2012
E-5
SERIES -4200 / 6200 FIXED IMPACT WINDOW — FLANGE FRAME
APPROVED WINDOW ELEVATIONS (L.M.IMPACT)
WAN � %nmm" L=
wpm NE
LC x
WIDTH L
FILL HMMID TMtAt FLEVAImu MRDDN WOTx I ,MLN J
RRCTAMMAAR rjl'rAL EL EveUM SMAREPATI IRE YVINGGN O EveTD]N
fl-
WIIDOY N� WNmN� _j VDmW I n
LU LEO M.
II� 1 VNmN WIN �I
LEGGED EYE RRmu EI CVA,Ieit
mmL MIC I FlEYAfIfN1
- — - - m,eRYFR_ReUND flEVATDBJ
TYPICAL ELEVATION
TESTED UNIT
MdAX
MAXIMUM GLASS AREA TESTED APPLIES TO
GLASS TYPES: E. F, J.'K AND L — SEE
DESIGN LOAD CAPACITY TABLES ON SHEET 4
FOR SIZE LIMITATIONS OF EACH GLASS TYPE,
General Notes:
AX TYP.
cavaAs
r:u
M. 6 INT. FALSE CMDRAL
NWJTNS ASE APPL$p W
W SILICONE ANO ARE
AVAILABLE AS OPTIONAL
MNDOWS ARE L.M. IMPACT
Mh DADE COUNTY APPROV
BRUTTERS NOT REQUIRED
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT.
(SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIRS
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE•TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO HE REVIEWED BY BUILDING OFFICIAL.
S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES. AND
FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERIM
(SEE SHEET y:1 FOR GLASS TYPES AND SHEET ®4 FOR MAX DESIGN PRESSURES).
B.) WINDOWS WITH GLASS TYPES -B. C, F. OR G" INSTALLED ABOVE SM. IN THE HVH% THE
LO. EXTERIOR LITE SHILL. BE TEMPERED TO COMPLY WITH THIN SMALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FSC -2010. Section 2411.3.3.?).
T.) FOR OPTIONAL FRAME INSTALATWN DETAILS SEE SHEETS 2 & B.
B.) EXT. & INT. FALSE COI.DNIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ Sn=NE
0J WOOD CHICKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHL'W, PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FIHC CFLIPREN 24,
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SNE MULLED UNITS.
11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS
USING A MIAMI—E COUNTY APPROVED MULLION IN THE
LOWER DESIGN PRERESSURE FROM THE WIDOWS OR MULLION APPROVAL WILL, APPLYARE ACCEPTABLEYOYO THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET 0 8 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE
PAINTED OR PLATED AND SEUL MEET THE 2010 FLORIDA BLDG. CODE.
ALLOWMLE LOADS FOR ALTERNATE
WNDDN "Con-
L.
yINDDy HE
-
SHAPES AS SH009H, CAN OE VEI8FIE0
8Y NSCRIBD.Gi PICTURE WDS)M SHAPE
VOTiBN A SWARF OR RECTANGLE, AS
W DOTTED LIES AND OBTA" M
WV
ALLOWABLE LOADS FROM MDSE
SHAPES. PRmm PID1WEffR
yIp;DOy y10IH
FAS'loan ARE AS DESCRWEC HEREN
FOR SIZE AND SPACM
TYPICAL ELEVATION
TESTED UNIT
MdAX
MAXIMUM GLASS AREA TESTED APPLIES TO
GLASS TYPES: E. F, J.'K AND L — SEE
DESIGN LOAD CAPACITY TABLES ON SHEET 4
FOR SIZE LIMITATIONS OF EACH GLASS TYPE,
General Notes:
AX TYP.
cavaAs
r:u
M. 6 INT. FALSE CMDRAL
NWJTNS ASE APPL$p W
W SILICONE ANO ARE
AVAILABLE AS OPTIONAL
MNDOWS ARE L.M. IMPACT
Mh DADE COUNTY APPROV
BRUTTERS NOT REQUIRED
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT.
(SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIREMENTS
OF 2010 F.B.C. & TO BE REVIEWED BY BUILDING OFFICIAL
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIRS
ARE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN THESE DRAWING'S ARE•TO BE
ENGINEERED ON A SITE SPECIFIC BASIS, UNDER SEPARATE APPROVAL AND
TO HE REVIEWED BY BUILDING OFFICIAL.
S.) WINDOWS ARE QUALIFIED FOR USE WITH SINGLE GLAZE LAMINATED GLASS TYPES. AND
FOR USE WITH DOUBLE GLAZE LAMINATED INSULATED GLASS TYPES TABULATED HERIM
(SEE SHEET y:1 FOR GLASS TYPES AND SHEET ®4 FOR MAX DESIGN PRESSURES).
B.) WINDOWS WITH GLASS TYPES -B. C, F. OR G" INSTALLED ABOVE SM. IN THE HVH% THE
LO. EXTERIOR LITE SHILL. BE TEMPERED TO COMPLY WITH THIN SMALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FSC -2010. Section 2411.3.3.?).
T.) FOR OPTIONAL FRAME INSTALATWN DETAILS SEE SHEETS 2 & B.
B.) EXT. & INT. FALSE COI.DNIAL MUNTINS ARE OPTIONAL & AND ARE APPLIED W/ Sn=NE
0J WOOD CHICKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHL'W, PRIOR TO WINDOW INSTALLATION. (SEE SHEET #2 FOR DETAIL & NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 FIHC CFLIPREN 24,
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SNE MULLED UNITS.
11.) MULLING FIXED WINDOWS WITH OTHER TYPES OF MIAMI—DADE COUNTY APPROVED PRODUCTS
USING A MIAMI—E COUNTY APPROVED MULLION IN THE
LOWER DESIGN PRERESSURE FROM THE WIDOWS OR MULLION APPROVAL WILL, APPLYARE ACCEPTABLEYOYO THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET 0 8 FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMINUM OR OTHER DISSIMILAR MATERIALS TO BE
PAINTED OR PLATED AND SEUL MEET THE 2010 FLORIDA BLDG. CODE.
D14 SMS. W/ 1 t/4•
N
t�
A
MD, ENBEDMEM7 INTO WOOD.
CSEE ELEVATION AT SHEET DI
FOR MAX. FASTENER SPACING)
/4• IW4 INTERIOR
SFACE
DITERIOR FINISH
�A m
NOT BY LAWM INDusTRDiB,
014 SMS. V/ 1 1/4•
a1 BX
MIN, EMKVKEMT INTO WOOD.
MIN. EMBEDMENT INTO CONC,
EXT. SASE DICK BEDDW6
CSEE ELEVATION AT SHEET RI
FOR MAX. FASTENER SPACING)
v N� BY
WEATI�RON'
DOTALLER ALLER CTYFJ
- - EXTERIOR
aR. ORABE PEROICTER
rAu,KtMb Km BY
C.1 JAMB (rwJ
WINDOW INSTALLATION NOTES:
L THE WINDOV FRAME FLANGE TO BE BACK -BEDDED W/ AN EXT.
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER CTYP.)
B. THE EXP13SED EXT. PERIMETER OF THE WINDOW FRAME TO
BE SEALED W/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS ITYPJ
• WHEN THE OAP HEM02I THE WINDOW FRAME AND THC BUCK OR
MASONRY IS LESS THAN 1/8'. BIOME ARE NOT ACQUIRED.
ANCHORS TO BE RIE SMS OR VA SCREWS INTO WWD, OR
1/4• TAPCONS or APPROVED CDNC. FASTENERS INTO CONC.,
WITH A MINIMUM OF 1 1/4• PENETRATION INTO VOID OR
CONE. AT 12' O.C. MAX.
ALL WOOD BUCKS ENGINEERED SEPARATELY --
8 TO BE REVIEWED BY BLDG. OFFICIAL (TYP.)
EXT. G
CAULK
EXT. OWE
CAULK
014 SMS. W/ 1 1/4•
MIN. EMBEDMENT INTO WOOD
(SEE ELEVATION AT SHEET DI
FOR MAX. FASTENER SPACING)
SILICONE A104ESIVE
16 BEDDING COMP0100)
INTERIOR r LAMINATED "
MAX.
RIM
YP
EXTERIOR GRADE -
PERIMETER CRULK.
.PT. WOOD BUCKS
N
t�
A
1 1%4•\
`J/4•
TAPCON V/ 1 1/4•
MDV. EMBEDKENT INTO CDNC.
1 EXT. OWE
CAULK
—
(SEE ELEVATION AT SHEET 91
�A m
O 2 T EXTERIOR O
EXTERIOR GRA
PERIMETER CA
014 SMS. V/ 1 1/4•
WDWW FRAME WIDTH
1/4• TAPCON V/ 1 1/4•
MIN, EMKVKEMT INTO WOOD.
MIN. EMBEDMENT INTO CONC,
F� ELEVATIGN AT
FASTENER SHEET , 1
CSEE ELEVATION AT SHEET RI
FOR MAX. FASTENER SPACING)
Y i ;
•
11/_ MIN
uq�
EDGE D
MM
DYr
74 ? EDGE DISTANCE
n y •.e •. N .
.:irC•� °
MAX.
RIM
YP
EXTERIOR GRADE -
PERIMETER CRULK.
.PT. WOOD BUCKS
`J/4•
TAPCON V/ 1 1/4•
MDV. EMBEDKENT INTO CDNC.
"
(SEE ELEVATION AT SHEET 91
�A m
FOR MAX. FASTENER SPACM
_
r
3/4'
j
Y i ;
•
uq�
<. i, 1 1/8• MIN
74 ? EDGE DISTANCE
�
cllG
o
P.T VOID HOCK NOT BY LAWSONI DVD.
e
c
P
MUST SUSTAIN IMPOSED LOADS
:
0
�T
s
6
A�. dd;
L"i71
a
SILICONE ADHESIVE
BEDDING COMPOUND
EXTERIOR INTERIOR
10 LAMINATED GLASS
® s tt
EXTERIOR GRADE
PERIMETER CAULKING
a
.i'.•a � b s:44p. n:
j a
1
7
I
I
LUMATID INSULATED GLASS COMPOSMON TYPE B
IT=
DSSCRIPRON
DETAIL
�® .A7
}.
I 1/8' ANN. GLASS
a *090• SAFLEX PVD-SOLUTw
3 1/8• ANNEALED GLASS
4 1/4• INSULATED AIR SPACE
5 IA) I/8' ANNEALED OR TEMPERED MASS
ATED INSU TED GLASS COWOSMON TYPE C
ITEM
1
8
3
4
L(W)
DI'ION
1/8' ANNEALED GLASS
0.090• SAFLEX PVD-SOLUTIA
1M ANNEALED MASS
1/4• INSULATED AIR SPACE
3/16• ANNEALED OR TEMPERED GLASS
DS1'AR
0/t6• -
.N4'1�� y.
LAWNATO-UMUMGLASS COMPOSMON WPE
ITIM
DESCRIPTION
DETAIL
em•
nPr
1 VB' HEAT-STRL'NGHTENED GLASS
2 UW BUTACITE PVB-DUPDMT
3 V8' HEAT-STRENGHTENED GLASS
4 V4• INSULATED AIR SPACE
S M V8' ANNEALED OR TEMPERED GLASS
1AMMAM-INMUTED,GLASS COMPOSITION
TYPE G
Im
DBBCRUMON
I OEM
yN6 -L
(� air
i.
1 1/B• HEAT-STRENGHTENED GLASS
P 0090' BUTACITE PVR-DUPONT
3 1/D' HEAT-STRENGHTENED GLASS
4 V4• INSULATED AIR SPACE
5 W 3/16• ANNEALED LIR TEMPERED GLASS
IAKMTED D SW AT D MaCOMMON
TWO L
am
DESCRIPTION
DWAD•
y16• EEEM 1
® JW
I I69I
TtRiffim IT
1 3/16' NEAT-STRMITENED GLASS
8 Caw BUTACITE PVD-mmw
3 3/16' HEAT-STRENGHTENED GLASS
4 1/4' INSALATED ALR SPACE
S 3/16' TEMPERED GLASS
Note 1.) SEB SHEET 4 FON DESIGN (AADS WAD CAPACITY TABLES.
)I( 2.) WINDOWS WITH GLASS TYPES "8. C. F. OR G" INSTALLED
ABOVE 3O FT. 1N THE HVHB. THE I.G. MMWOE LITE 901"
BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FBC-2010. Sactlon 2111.3.3.7).
D 14 9 13
'SILICONE OPTIONS' -
MV CORNING 899
_ SCHNEE-MOREHEAD 5731
TREMCO SPECTRUM 2
AM TED LAM04ATED
NNSUTATED �. INSULATED a�0.
GLAZING DEPTH DLA21N6 DEPTH
S 18 LAMINA ED GIASS CO N - TYPE A SgJCONE
SCHNEE-MOREHEAD SM 5731
IP&d GLASS DF8CW=N DETAIL DOW CORNING 899
t 1/8• ANNEALED GLASS ______ TREMCO SPECTRUM Z
8 JUW BUTACITE PVD-DUPONT
3 1/8' AIDO:ALED GLASS 40eA•
S 18" LAMINATED CLASS COMIMMON -TYPE D
ITEM GLASS DESCBIP778N DB'TAG,
1 1/6' HEAT-STRENGHTENED GLASS
2 DOW BUTACITE PVS-DUPONT
3 1/8' HEAT-STRENGHTENED GLASS 03q'
t ATED
MORMON
9
- TWE
ITEM GLASS DBBCIi m"
DD'tAII.
'"-
1 3/16. HEAT-STRENGHTENED GLASS
2 8090' SAFLEX PVB-SDLUTIA
a/u
a446•
3 1/8' HEAT-STRF74GNTENED GLASS
I ULKWUM GLASS COMPOSMON-
B
IT=
GLASS DESCRIPTION
DETAIL
1
Wm,ANNEALED GLASS ww =-�'-'�
--�•
2"' JUW SAFLEX PVB-SB.1Rw
�6rp•
- i
3
3/16' ANNEALED GLASS "Vff—L.•
� � �i
MONOLITHIC
It��ff
GLe31NG STOP
7 18 LAI INAD GLASS COMPOSITION -TYPE
RIGA
CLAN DEUMPTION 01
DETAIL
1
3/16•ANNEALED GLASS '
2
OA9D. BUTACITE PVH-DUPONT +1
"
3
3/16' ANNEALED GLASS
t I T O ASS COMPOSMON -
TYPE J
rm
GLASS DESCRIPTIONDETAILT
1
6' HEAT-STRENGHTENED GLASS' -
T
2
0090' SGP-WWomff
3
3/16• HEAT-STREN04TENED IBASS
7 18 LAMINATIA GLASS COMPOST ON -
TYPE C
ITEM
GLASS DESCRIPTION
DETAIL
1
3/16' HEAT-STRENGHTENED GLASS r......----^^-
i
2
OM SUTACITE PVB-MgKW
---_
3
3/16' HEAT-STRENGHTENED GLASS
LAMINATED 3 LAMDJATED 4
MONOLITHIC =mw
GLAZING
0ZING DEPTH GLAZING DEPTH
2
AR'XJOLI
'SILICONE OPTIONS'
WONOAt���SCHWE
DOM CORNING 899-MOREHEAD
8
'
8731
LAMOVATED
� � �i
MONOLITHIC
It��ff
GLe31NG STOP
2 T:
7
® CIRCULAR WOWS.
gg
LAMINATED 3 LAMDJATED 4
MONOLITHIC =mw
GLAZING
0ZING DEPTH GLAZING DEPTH
2
AR'XJOLI
'SILICONE OPTIONS'
WONOAt���SCHWE
DOM CORNING 899-MOREHEAD
8731
TRENCO SPECTRUM 2
0800'
GLAZING DEPTH
WINDOW FRAME EXTRUSION 1)ETAU3
8.643
IE91
BILL OF MATERIALS
ITEM
PART ®
QUANTITY
DESCRIPTION
MATERIAL REMARKS
1
L-4201
2
FRAME HEAD/SILL/JAMB
6063-T6 -
2
L-7708
4
GLAZING BEAD (5/16` GLASS)
6063-T6 -
3
L-7708
4
GLAZING BEAD (3/8" & 13/32" GLASS)
6083-T6 -
4
L-7708 TRIMMED
4
GLAZING BEAD (7/16- GLASS)
6063 -TS -
5
L-7711
4
GLAZING BEAD (5/16' GLASS- INSULATED)
6083-T6 -
6
L-6211
4
GLAZING BEAD (7/16' GLASS - INSULATED)
6063-T6 -
7
08 X 3/4'
2/ CORNER
ASSEMBLY SCREWS
- P.H. PHILLIPS
8
L-4204
AS READ.
GLAZING BEAD AT CIRCULAR WDWS.
6083-T5 -
9
VWS-OD4
AS REOD.
GLAZING GASKET
SOFT PVC -
10
•
AS REGD.
GLAZING SIUCDNE
• -
11 1
PL 75.8020
AS RE00,
GLAZING SETTING BLOCK
SOFT PVC 1/8" X 1/8" X 2"
12 1
812-25H-357 1
AS REOD.
I "Trusew" Duro Sed Swiggle Spacer
1/4" SLACK 1/4" AIR SPACE
WINDOW FRAME EXTRUSION 1)ETAU3
8.643
IE91
.310
Dao
TTP.
.e00
I
.773
1 1�9
FRAME HEAD/SILL/JAMB
2 GLAZING STOP
(5/16" GLASS)
sto
T.04D
878
sso 040 .eso
040
M
.773
3 GLAZING STOP
TYP. 773
GLAZING STOP (7176' GLASS)
(3/8" & 13/32' GLASS)
alo
.0�
,850 .1 9
090
DSO
.OSO
TTP.
TYP.
5 see
6 soe
GLAZINGSTOP
INSULATED GLAZING STOP
W/ 5/18" LAMINATED GLASS
W/�7/ATTER
GLASS
.T0.9�0
aos
8 A66
GLAZING STOP (CIRCULAR WOW.)
M10.LION TYPE. N%
DFSION PRESSURE UMMRIONSL
ALUMAI M MIALMN -
(ALUM. 0.078' MOL TMCX)
MOTE: THE IOS'TER PRESSURES OF
THE WIMO M OR MULL SHALL GWERda
INTERIOR
m
SEALANT
FRAME CORNERS. OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
0 18 x VV SDS.
FLAT HEAD. PHILLIPS.
AT I8' O.C. MAX
� DOn /© �--wOl00w FRAME
CTER CAULKIAM 2
ERM 1U1L.LTNG DETAIL
� aomPlptaer43mO,6FEaiAa
BWldtagCadP
SEE MULLION APPROW" FOR
MUILLt9N TTPE. SME > MAX
DESIGN PRESSURE UIOTATIOWS.
PERIOR NOTE: THE LOWER PRESSURES OF
. — _ 1/4" MAX. THE WOW= OR NULL SHALL WYERN
B 12 SD.S. x 1 I/e" L
AT 18' O.C. W1x.
NOTE:
I. ALL STEEL IN CONTACT PATH
ALUM. TO SE PAMITED OR PLATED.
2. METAL r.
BrRUFTURE
A
p - 36 KSI *W.
(STEEL 18 QA. MIN. TWCK,• ,O.04p*)
8) ALUMINUM : 6083-rs:I675
(ALUM Owr MDL n=) ..
wamm FRAME
SEALANT EXTERIOR ®
METAL STRUCTURE ATTACHMENT DETAtI
IN
M !•Dt MIAMI -DADS COU rY
PRODUCT CONTROL SECTION
DEPARTMENT OF PERWITING, ENVIRONMENT, AND REGULATORY 11905 SW 26 Street, Room 208
AFFAIRS (PERA) Miami, Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315-2590 F (786) 315-2599
NOTICE OF ACCEPTANCE (NOA) mm.miamidade eovhuta
Lawson Industries, Inc.
8301 NW 90P 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 Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such tasting and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
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 "PW 4200/ 6200 Flange Frame" Aluminum Fixed Window — I..AU
APPROVAL DOCUMENT: Drawing No. 14200-6200-1201, titled "Series -4200-6200 Flange Impact
Fixed Window", sheets I through 5 of 5, dated 02/21/12, prepared by manufacturer, signed and sealed by
Thomas J. Sotos, 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 revises and renews NOA # 07-0516.02 and consists of this page l and evidence pages E-1, E-2,
E-3, E4 and E-5, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No. 12-0307.06
hie Exptration Date: August 22, 2017
Approval Date: May 24, 2012
Page 1
Lawson Industiriies, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1 Manufacturer's die drawings and sections.
2. Drawing No. L4200-6200-1201, titled "Series -4200-6200 Flange Frame Impact Fixed
Window", sheets 1 through 5 of 5, dated 02/21/12, prepared by manufacturer, signed
and sealed by Thomas J. Sotos, P.E.
B. TESTS
1. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc,, Test Report No. HETI-124010, dated
03/05/12, signed and sealed by Rafael Droz-Seda, P.E.
2. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-11-3363, dated.
03/05/12, signed and sealed by Rafael Droz-Seda, P.E.
3. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2614, dated
09/04/09, signed and sealed by Candido F. Font, P.E.
4. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2613, dazed
09/04/09, signed and sealed by Candido F. Font, P.E.
5. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2612, dated
09/02/09, signed and sealed by Candido F. Font, P.E.
6. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering'& Testing, Inc., Test Report No. HETI-09-2611, dated
09/04/09, signed and sealed by Candido F. Font, P.E.
7. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report • o. HETI-09-2586 dated
07/10/09, signed and sealed by Candido F. Font, P.E.
Manuel Per .E.
Product Control E finer
NOA No. 12 .06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-1
Dawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
8. Test repqrt on 1). Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2585, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
9. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2584, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
10. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HE1I-09-2582, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
11. Test report on 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2581,-dated
07/10/09, signed and sealed by Candido F. Font, P.E.
12. Test report on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI409-2580, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
13. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along. with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-09-2579, dated
07/10/09, signed and sealed by Candido F. Font, P.E.
14. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI403-1779, dated
01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NOA# 06-0117.4.2)
15. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1778, dated
01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NOA# 46-4117.42)
Manuel Perez,
Product Control E mi er
NOA No.1 .06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-2
Lawson Industries,, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS tcomrtNuzDI
16. 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 fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1777, dated
01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NOA# 06-0117.02)
17. Test report on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1776, dated
01/30/03, signed and sealed by Raphael Droz-Sada, P.E.
(Submitted under NOA# 01-0112.02)
18. 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 full radius fixed window,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774B,
dated 01/30/03, signed and sealed by Rafael Droz-Seda, P.E.
(Submitted under NOA# 06-0117.02)
19. 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 eyebrow fixed window,
prepared by Hurricane Engineering & Testing, Inc., Test Report No. HETI-03-1774A,
dated 01/30/03, signed and sealed by Raphael Droz-Sada, P.E.
(Submitted under NOA# 06-0117.02)
20. 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
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1213, dated
04/08/02, signed and sealed by Hector Medina, P.E.
(Submitted under NOA# 06-0117.02)
21. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-02-1158, dated
04/8/02, signed and sealed by Hector Medina, P.E.
(Submitted under NOA# 06-0117.02)
Manuel P P.E.
Product Cotttrofiner
NOA No.Exa 7.06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-3
Lawson industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS woNTiNui;D)
22. 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
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1193, dated
04/08/02, signed and sealed by Hector Medina, P.E.
(Submitted under NOA# 06-0117.02)
23. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and .installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, inc., Test Report No. HETI-01-1103, dated
02/12/02, signed and sealed by Hector Medina, P.E.
(Submitted under NOA# 06-0117.02)
24. Test reports on: 1) Cyclic Wind Pressure Loading per FBC, TAS 203-94
2) Large Missile Impact Test per FBC, TAS 201-94
along with marked -up drawings and installation diagram of a fixed window, prepared
by Hurricane Engineering & Testing, Inc., Test Report No. HETI-01-1098, dated
02/11/02, signed and sealed by Hector Medina, P.E.
(Submitted under NDA# 06-0117.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis prepared by manufacturer,
complying with FBC-2010, dated 03/01/12, signed and sealed by Thomas J. Sotos,
P.E.
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No.114624.01 issued to EX DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
3. Notice of Acceptance No. 11-0325-05 issued to Solutia, Inc. for their "Satlez and
Vanceva clear and color interlayers" dated 05/05/11, expiring on 05/21/16
Manue Pe
Product Control E m er
NOA No. 12-43 7.06
Zxpiration Date: August 22, 2017
Approval Date: May 24, 2012
E-4
Lawson Industries. Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, dated March 02, 2012,
signed and sealed by Thomas J. Sotos, P.E.
2. Statement letter of no financial interest, dated March 02, 2012, signed and sealed by
.. Thomas J. Sotos, P.E.
G. OTHER
1. Notice of Acceptance No. 07-0516.02, issued to Lawson Industries, Inc. for their
Series "PW 4200/ 6200" Aluminum Fixed Window — L.M.I., approved on 08/02/07
and expiring on 08122/12.
J
Manuel Perez,
Product Control Ex#hr
NOA No. 12-03W1.06
Expiration Date: August 22, 2017
Approval Date: May 24, 2012
E-5
SERIES -4200 1 8200 FIXED IMPACT WINDOW — FLANGE FRAME
wmm F_
LE6�
L VINDDV VIWH j VtXODv vIDM
NmATC_A-pDL.un HEMATNW
HALF-Roum TIMML EL mpm ARCHED R=RE
vlNDav XE�
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(�_D�i
BU MIND TIPM& 11"ATEN
vDmavcloff m Lu
in
vDimwNEW
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lerLED
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LE(XIED EYE MM EI.EUAiDXJ
vMDav
vtNwv vmTx
FM a
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L�VINDOII V10TH
SMARE PcIlm WIN are=
vam7v xE
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man PMM "a= ELMIM
vlTmw Ln
L
VID1H
ALLOWABLE LOADS FDR ALTERNATE
11"In AS Sim CAN BE VERIFIED
BY MSCRSINO PICTURE NWiDOW SHAPE
07HIN A= (N RGLE.
STOW M DOTTED LINES ANDECTANOBTAIWNOAS
ALLOWABLE LOADS FROM THOSE
SHAPER PROVIDED PEWNETER
FASTENERS ARE AS DESCRM HEREIN
FOR S2E AHD SI+ACMG.
TYPICAL ELEVATION
_ TESTED UNIT
MAXIMUM GLASS AREA TESTED APPLIES TO
GLASS TYPES: E. F. J.'K AND L - SEE
DESIGN LOAD CAPACITY TABLES ON SHEET 4
FOR SIZE LIMITATIONS OF EACH GLASS TYPE.
General Notes:
AX TYP.
COR�AB
EXT. & INT. FALSE COLDNIAL
KUNTINS ARE APPLIED W
W SILICIDIE AND ARE
AVAILABLE AS OPTIONAL.
I
WINDOWS ARE L.N. IMPACTIAW-DADS COUNTY APPROtl
SHUTTERS NOT REQUIRED
1.) THIS WINDOW SYSTEM IS DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS
OF THE 2010 FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE
VELOCITY (HVHZ) AND ASTM 1300-04. THIS PRODUCT IS IMPACT RESISTANT.
(SHUTTERS NOT REQUIRED)
2.) WOOD BUCKS SHALL BE INSTALLED AND ANCHORED SO THAT THE BUILDING
RESISTS THE SUPERIMPOSED LOADS IN ACCORDANCE WITH THE REQUIIZEMENTS
OF 2010 F.B.C. & TO BE REVIEWED BY BULL MG OFFICIAL
3.) ANCHORS SHOWN ABOVE ARE AS PER TEST UNITS. ANCHORS ON ALL WINDOW SIZES
AIRE NOT TO EXCEED THESE MAXIMUM SPACINGS ON CENTER (O.C.) .
4.) ANCHOR CONDITIONS NOT DESCRIBED IN TRIBE DRAWDNO'S ARE -TO BE
ENGINEEREb ON A SITE SPECIFIC BASIS. UNDER SEPARATE APPROVAL AND
TO BE REVIEWED BY BUILDING OFFICIAL
S.) WINDOWS ARE QUALIPIED FOR USE WITH SINGLE GLAZE LAMINATED CLASS TYPES. AND
FOR USE WITH DOUBLE OLAZE LAMINATED INSULATED GLASS TYPES TABULATED HEffift
(SEE SHEET ®3 FOR GLASS TYPES AND SHEET 04 FOR MAX. DESIGN PRESSURES).
9.) WINDOWS WITH CLAM TYPES °B. C. F. OR G' INSTALLED ABOVE ML IN THE HVHZ. THE
LO. EXTERIOR LITS SHALL BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT
RESISTANCE REQUIREMENTS (FBC-2010. SDotion 2431.3.3.x).
7.) FOR OPTIONAL FRAME DNSTALIATION DETAILS SEE SHEETS 2 & 8.
a.) EXT. & INT. FALSE COLONIAL MUNTIN2 ARE OPTIONAL & AND ARE APPLIED W/ SILICONE
9.) WOOD BUCKS IN CONTACT WITH CONCRETE MUST BE PRESSURE TREATED AND ANCHORED
(BY OTHERS). PRIOR TO WINDOW INSTALLATION. (SEE SHEBT 02 FOR DETAIL & NOTES)
WOOD BUCKS TO BE ANCHORED IN COMPLIANCE WITH THE 2010 I= CHAPTER 24.
10.) APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE MULLED UNITS.
11.) MULLING FOW WINDOWS WITH OTHER TYPES OF MTAMI-DAVE COUNTY APPROVED PRODUCTS
USING A MIAMI -DAVE COUNTY APPROVED MULLIOIN IN-BETWEEN ARE ACCEPTABLE BUT THE
LOWER DESIGN PRESSURE FROM THE MOM OR MUl"ON APPROVAL WILL APPLY YO THE
ENTIRE MULLED SYSTEM.
12.) SEE SHEET B S FOR MULLION/METAL ATTACHMENT DETAILS & OPTIONS.
13.) ALL METAL/STEEL IN CONTACT WITH ALUMMUM OR OTHER DISSIMIAR MATERIALS TO BE
PAINTED OR-PIATED AND SHALL M? THE 2010 FLORIDA BLDG. CODE.
I
I
014S.M.S. V/ 1 1/4'
MIN. EMBEDMENT INTO V000.
(SEE ELEVATION AT SHEET 01
FOR MAX. FASTENER SPACWW --•I te--, INTERIOR
P.O / I \ DX
By
H ,k EXTERIOR
ammima[XT. GRAIL PERIMETER
To TTV&.
C1 IAMB (i0APRRD eT urlc0s
R= OVER OCTAL LAIN NAILED TO
RTEROR Mom PLTVD® 8lSATOM
I BE SPECIFIED BY At9OTECT OR OL
DtTEROR ry mt ST wicia0
IT SY LAWSON INDUSTRIES. INC.
WOOD FRAUD: INSTALL&TTON DET�tt-
WINDOW INnALIATION NO
L THE WINDGV FRAME FLANGE TO BE BACK -BEDDED V/ AN EXT.
GRADE CAULK THROUGHOUT THE ENTIRE PERIMETER OF FLANGE
BY WINDOW INSTALLER CTYP4
R. THE EXPOSED EXT. PERDIETER OF THE WINDOW FRAME TO
BE SEALED V/ AN APPROVED EXTERIOR GRADE CAULK
BY OTHERS (TYP.)
• WHEN THB OAP BBTBIBBN THE WINDOW FRAMIC AND THE BUCX OR
MASONRY IS LESS THAN 1/87. SHM ARE NOT REQUIRED.
ANCHORS NOTE
ANCHORS TO BE tl1R SMS OR WA SCREWS INTO WOOD. OR
1/4' TAPCONS or APPROVED COW. FASTENERS INTO CONC.,
WITH A MINIMUM OF 1 1/4' PENETRATION INTO WOOD OR
CONC. AT 12' O.C. MAX
.N.SV/ 1 V4•
.
ALL WOOD BUCKS ENGINEERED SEPARATELY MOL 414 SiaSMENT INTO WC00.
S
TO BE REVIEWED BY BLDG. OFFICIAL (TYPa tSEE ELEVATION AT SHEET 01
FOR MAX. FASTENER SPACDIW
SILICONE ADHESIVE
iO BEDDING COOTUUND
INTERIOR r LAMINATED GLASS
EXT. OWE
CAULK
`/ II
T Exr.ORAOE © 2 EXTERIOR
EXTERIOR GRA
PERIMETER CA
WINDOW FRAME MOTH
014 SAS. V/ 1 V4'
1/4' TAPCON V/ 1 1/4'
MDL EMBEDMENT INTO VaGD.
MIN. EMBEDMENT INTO CONC.
CSM ELEVATION AT SHEET 01
FOR MAX. FASTENER SPACINGI
(SEE ELEVATION AT SPIFFY RI
FOR MAX. FASTENER SPACING)
I VB• MIN
• i...:dt•'. e.o d.a
YT. WOOD BUM
WWI
.•
7/4•
EMBEDMENT
V/ I I/1• yyy 4)
R MOL EMHEONEN7 INTO LONG
tSEE ELEVATION AT SHEET 01 /r'i m G35 ea7
FOR MAX FASTENER SPACING) 1
d yar r ._ 7 to R
Va• I o'q�� �J � !$ �
• 1 1/B' MIN.
EDGE DISTANCE EXQ6S
CDO'i
�N o
MU SU NOT BY LAVSOd D10. ^r I
MUST SUSTAIN
D4'OSED LOADS W
1 ppp�
I
SILICONE ADHESIVE
`i� BEDDING COMPOUND
EXTERIOR INTERIOR
MAX.
lim
YP LAMINATED GLASS
YP 10
TE
O
® 3 11
ERINETER KN -
° '• si a' ,�
e a
N d �4• MOL
• @ffNT e a
• •e�a d •,. ib., ; p
' • d e A.
LAMMATED
INSULATED GLASS CO ON TYPO B
ITEM
DBSCBIPITON
DETAM
1
Qq .vrl�
I I/B' AWL GLASS
E DOW SAKE% PVB-SDWTIA
3
V8• ANNEALED GLASS
ur
amr
4
1/4• INSULATED AIR SPACE
S tr> 1/0• ANNEALED OR TEMPERED GLASS
LAMATM VWLUTRD GIASS COMPOISMONE C
ITEM
p pN
MAI.
1
1/8' ANNEALED GLASS
ITEM
E
3
0090' SAFI.EX PVB-SLD.UTIA
1/B• ANNEALED GLASS
DETAIL
4
SIX)
1/4• INSULATED AIR SPACE
3/16• ANNEALED DR TEMPERED GLASS
-
1AWATED INSULATED CLAN COMPMnON TYPE- F_
mm
DISCBIPTION
DETAIL
1
i/B' HEAT-STRENGNTEAED GLASS
1
E
033 BUTACITE PVS-DUPWI
mm
3
I/B• HEAT-STRENGHTENED GLASS
maro
4
5C.)
1/4' INSI6.ATED AIR SPACE
t/8' ANNEALED SS TEMPERED GLASS
T
LAMMATED INSULAM 01ASS COMPOSITION TYPE
ITEM
pggpplphpN
DETAIL
I
1/8• HEAT-STRENG HTEAED GLASS
6• HEAT-STRENGHTENED GLASS
2
0090' BUTACITE PVB-DID
.vr
3
GLASS
CL
VB' MEAT-SINSULATED
=
4
S Cr)
AIR SPA
V4• INSULATED AIR SPACE-
3/16' ANNEALED SS TEMPERED GLASS
-
-LANDIATED 0=1d1 GLASS COMP
PP81A
DBBCBIlm
DETAd
1
3/16' HEAT-STRENGHTENED GLASS
3/Hr 1
B
Dow SUTACITE PVB-DUPONT
}f�
3
3/16' MEAT-STRENGHTMD GLASS
aro' nom•
4
S
1/4• WAILATED AIR SPACE
3/16' TEMPERED GLASS
E
NOt4'S: L) SEE EMERY 4 FOR DESIGN LOADS LOAD CAPACITY TABLES.
a) WINDOWS WITH GLASS TYPES -8. C. F. OR G- DTSTALLSD
ABOVE 30 FT. IN THE HUE. THE LO. EMMOR LITE SHALL
BE TEMPERED TO COMPLY WITH THE SHALL MISSILE IMPACT
RESISTANCE REQU1REMMM (FEC -2010, SecUon 2411.3.3.7).
L'SIIICDtE OPTIGIdS'-
DOW CORNING 899
SCHNEE-MOREGH AD 5731
TREMCO SPECTRUM 2
AM TED LAMINATED
INSULATED _,,..» INSULATED
18 LAMINATED CLASS COMPOSMON - TYPE A SIUGONE
SCHNEE-MOREHEAD SM $73/
ITEM GLASS 086CRIPITON DEI'AB, DOW CORNING 1i99
I VW ANNEALED GLASS �_ TREMCD SPECTRUM 2
B 0090' BUTACITE PNB-DUPDNT
3 1/B' ANNEALED GLASS 0040•
18' LAWNATO GLASS CO MON - TYPE D
FPBM GLASS DESCRIW110T1 DETAIL
I 1/B' NEAT-STRENGHTENED GLASS
2 0090' BUTACITE PVB-DIIPDNT .-...
3 VB' HEAT-STRENIWENED GLASS
1 S LAMINATED GLAW COMPOSMON-
TYPE E
FTBM GLASS DITON
I DETAIL
'-
3/TM
1 CDJ V-pwg.
1 3116' HEAT-STRENGHTENED GLASS
E OASAFLE% PVB-SGN.UTIA
3 1/B' HEAT-STREM39TEWD GLASS
. ? 38 AED CLAW CO P03 ON -
E H
nim
I
I GLASS Mmmmnm
i3nW ANNEALED GLASS
IDEGG.
2 -
o.o�• SAFLEx Pve-sDLurm
�.
-7
3
3/16• ANNEALED GLASS
7 18 I A11GLASS COMPOSITION
- TYPE I
ITEM
OL40 DESCRIPTION
DETAIL
1
3/16• ANNEALED GLASS
On6•
B
DOW BUTACITE PV8-nuPLP1T
_
- �OA
3
3/16• ANNEALED GLASS
910"
IAMNATIM GLASS COUPOSMON-
TYPE J
MW
MASS
orrAm
I
6• HEAT-STRENGHTENED GLASS
---- i
E
OA90" SGP -DU -
-I,,L„
D&�FI�IIy�O,
n41¢0'
3
3/16• HEAT-STRENGHIENED MASS
7 18 A GLASS COMP
E 9
ITEM
GL
}f�
�tr
IDSA TS TELED GLASS
3/1W
�• _-^_--
4
E
IM BUTACITE PVB-M PONT
.Y._
3
3/16• HEAT-STRENGHTENED GLASS
Tmi
���TTT.......
LAMINATED
MONOLITHIC
0800'
GLAZING DEPTH
B LAMINATED
MONOLITHIC
GLAZING STOP
0 CIRCULAR WOWS.
LAMINAa
MONOLMW
TEDWMW
GLAZING DEPTH
a
LAMINAWCAW
MONOLI
•SILICUNE OPTIONS,
99
DOV CORNING 8
SCHDEE-MOREHEAD 5731
TREMCO SPECTRUM 2
GLAZING DEPTH
g 8qa ys
�Gv
nig
•
T*fiT73i ia•IId l! i� •i'I+iiCiS ITilf1 7`ii73:��;T� ia�T3. TcPiS•7:.. a_17_[�TY►Z4 T� 3, . i- . .. • ..
pp c r:
WIN
o ar•_aa��Q�r•_=�000�o�r�o Ei�L%� 000�r_•�d��o=`i�o�
D t-?WIMUMItT�NVIIII t?�i7tT.3�7
a �T mNIZIN dr7Mdr=r:MMMEMCMMCM dt dCrm11021011 NIMIN Mum
t7Qdt7r�L7t�d l � -
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p Mr."INSIM
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of ©mu-millum ■ow�-�ror��t���r��o���i■r�
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'
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ml�QdO©DEiOO©iZi7dd F " ddr�dddC�©E'�dt�d
D Q©ddii D®O©d�dd r;i !�©d©t`:lddBr�il��d
r7s rG7dr'�1dUm
r�dr7�i7dd � ��ddOddO©dddd
a ©�ld'IEIdr�r�0dssd©drir�©©©it7��mr�aw 111117110
r-,7 ©d!�©drid_©�3��r7
D®©dO©Od©Qdm
D®E�©ddL7t �AddOd<
mw-_,-Am 10 MINM30
OR 0- INSTALLED
rAN P)K a) WINDOWS WITH CLASS TYPES ir RO
MIKAN TEMPERED �M _ SMALL MISSILEMP
RESISTANCE REQUIREMENTS
rb
on 'MaNIUMCM
WINDOW 17RAME EXTRUSION DET tt3
8.643
L881
BILL OF MATERIALS
T
ITEM
PART
QUANTPPY
DESCBIMON
MATERIAL. REI/ARRB
1
L-4201
2
FRAME HEAD/SILL/JAMB
6063-T6 -
2
L-7708
4
GLAZING BEAD (5/16" CLASS)
6063 -TS -
3
L-7708
4
GLAZING BEAD (3/8" & 13/32' GLASS)
6063-T6 -
4
L-7708 TRIMMED
4
GLAZING BEAD (7/16" GLASS)
6063-T6 -
5
L-7711
4
GLAZING BEAD (5/16" GLASS- INSULATED)
6083-T6 -
6
L-6211
4
GLAZING BEAD (7/16' GLASS - INSULATED)
6083-T6 -
7
@8 X 3/4"
2/ CORNER
ASSEMBLY SCREWS
- P.H. PHILLIPS
B
L-4204
AS REDO.
GLAZING BEAD AT CIRCULAR WDWS.
6083-T5 -
9
VWS-004
AS REOD.
GLAZING GASKET
SOFT PVC -
10
•
AS REDD.
GLAZING SILICONE
• -
11
PL 75.6020
AS REDO.
GLAZING SETTING BLOCK
SOFT PVC 1/8" X 1/6" X 2-
12 1
812-25H-357
AS REDO.
"TruSeal" Dura Seol Smiggle Spacer
1/4" BLACK 1/4" AR SPACE
WINDOW 17RAME EXTRUSION DET tt3
8.643
L881
.310
.341
T
- }
—f
aam
i
Yp.
.773
1 Isa9
FRAME HEAD/SIU/JAMB
2 GLAZING STOP
(5/16" GLASS)
al0
L40 I
278
-¢
Am .040 2S0
.490
TYP. .773
.773
3 GLAZING STOP
4 GLAZING STOP (7/16• GLASS)
(3/8" & 13/32" CLASS)
310
o�
as
ITP.
rw
TTP.
5 `80
6 5
INSULATED GLAZING STOP
W/ 5/16" LAMINATED GLASS
INSULATED GLAZING STOP
W/ 7/16° LAMINATED GLASS
.ago
rm.
.eoD
S 466
GLAZING STOP (CIRCULAR WDW.)
SEE MULLIGN APPIKOVALS FOR
O£SM PRESSURE LIMMAR01a
ALUIUNUV K "ION -
(ALUM. 0.078' MW. THCK)
NOTE: THE LOWER PRESSURES OF
TKE WOipOq OR MULL SHALL covm
INTERIOR
+/r •
SEALANT
FRAME CORNERS. OR JOINTS SEALED WITH A COLORED
SEALANT AND PERIMETER OF GLAZING BEAD WITH CLEAR
SILICONE
'le X 3/4• S.O.S.
FLAT HEAD.PHILLIPS.
AT M! UL VAX.
EXTERIOR /© ` FRAME
EVER CAULK= 2
Mti. mu=p D Att.
BUR61o8 Gado pj
6XPi1elLaa Dmto '/
1;
NOTE THE LOWER PRESSURES OF
THE WWW OR MULL SHALL GOVERN
p 12 ms. It 1 1/4' L.
All TLC. VAX.
NOTE:
1. ALL STEEL W CONTACT WITH
AUAL TO IE PAWTED OR PLATED.
2. MET�STRUCTURES:
y-36 KSI .
(STEEL 18 GA. MDL THICK'. -t.0.0,4#7
8) misamLIM : 61163-T6'".�; ;
(ALWL CLOW MW. TWCK)
MAW SXTERIORwomaw FRAME
El
METAL STRUC'PURE ATTACHMENT DE'P tt.
O
