WS-17-827Project Address
Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
103 NE 99 Street
Miami Shores, FL 33138 -
Owner Information
Permit NO. WS -3-17-827
is Permit Type: Windaws/Shutters
er
ark Classification: Window/Door Replacem
13
Permit Status: APPROVED
Issue Date: 3/3/12017
Expiration: 09/27/20171
Parcel Number
Applicant
Address
Phone
Cell
GEORGE FISHMAN
103 NE 99 Street
MIAMI SHORES FL 33138-2340
Contractor(s)
STAR CONSTRUCTION CO INC
Phone
(305)893-4101
CeII Phone
Valuation:
Total Sq Feet:
$ 2,600.00
0
Type of Work: 4 WINDOWS AND 2 DOORS
No of Openings: 6
Additional Info: 4 WINDOWS AND 2 DOORS
Classification: Residential
Scanning: 4
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$1.80
$2.40
$2.40
$0.60
$160.00
$12.00
$2.40
$181.60
Pay Date Pay Type
Invoice # WS -3-17-63456
03/27/2017 Credit Card
03/31/2017 Credit Card
Amt Paid Amt Due
$ 50.00 $ 131.60
$ 131.60 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRIC ', PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AF
construction
A
Builds
• •� 1 : I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
n•. zs ' g. uthermore, I authorize the above-named contractor to do the work stated.
r.
n • Department Copy
March 31, 2017
d Signature: Owner / Applicant
/ Contractor / Agent
Date
March 31, 2017
.R
BUILDING
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
RECD
MAR2 7 2017
FBC 20I'
Master Permit No el=/I, / -7
PERMIT APPLICATION ,/". ptivs/1(.7cts sub Permit No.\NS I-9
❑ BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑ RENEWAL
❑PLUMBING ❑ MECHANICAL ❑ PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: o• i J • ��
City: Miami Shores County: Miami Dade Zip: 3 31 3 c
Folio/Parcel#: Is the Building Historically Designated: Yes NO '/
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): Phone#:30-r7 —3 • 2a3
Address: f 0 C3 fv 1 . gq
Zip: 33 t.
City: M l
State:
4— Tenant/Lessee Name: Phone#:
Email:
CONTRACTOR: Company Name: �19Q- �t�3� STf�c3&A) Cf) . IOC - Phone#. C4—( CV
Address:p`Z ( ,/�N (d� sr
.
City: PO, { Vi,(A,( State:
Qualifier Name:t-/�
Zip: 7 0 l
Phone#: -2 c (1../ Cr
State Certification or Registration #(', 0 ( 00CE 7 Certificate of Competency #: r^
DESIGNER:Archite(ct/Engineer:1��mt.ue�C�../ (�1 fort) J-rs c 'LjocPhone#: 3-•\qV - 2 7X7
t��i'Ci
Address: (Y' k(i) • ( $'1• City: MA.4,11A ( State Zip: 3313 Y
Value of Work for this Permit: $ oZ ,c,c. e . Square/Linear Footage of Work:
Type of Work: ❑ Addition Alteration ❑ New ❑ Repair/Replace ❑ Demolition
Description of Work: ( _'.C't L( Lt9 tr' f egAI:f 1b 0 0,x,5
(..,f U3\ U33 Z C100(_5
Specify color of color thru tile: j ern
Submittal Fee $ESP(\ Q Permit Fee $ k V! V CCF $ 1 - g O CO/CC $
Scanning Fee $ i 2. - Radon Fee $ C .0 0 DBPR $ 2 .(-40 Notary $
Technology Fee $ 2. -UO Training/Education Fee $ ' (00 Double Fee $
Structural Reviews $ Bond $
TOTAL FEE NOW DUE$ ' c.e0
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address !!!
City State Zip
Application is hereby made to obtain,a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 1 understand that a separate permit must be secured for ELECTRIC. PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY'
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be deliveredto the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not b- . proved and a reins ion fee will be charged.
Signature
WNER or AGENT
The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this
k?.O day of - - 21 , by 20 day of
c J-( 1 is personally knot' to IAT:CI A.4.6
me or who has produced
' identification and who did
NOTARY PUBU
E3C-
s personally known
me or who has produced as
identification and who did - . n oath.
NOTARY PU
Print: Print:
Seal: Seal:
***************************
APPROVED BY
(Revised02/24/2014)
*******************************************************************
2' Plans Examiner Zoning
Structural Review
Clerk
MIAMIDADE
COUNTY
RE(
MAr `7 2017
N 5 fl -82-4
DEPARTMEN
-814
DEPARTMENT OFI[PAdECONOMIC RESOURCES (RER)
BOARD AND CODE AD -MINISTRATION DIVISION
NOTICE OF ACCEPTAN
T. M. Windows, LLC.
1543 N. Powerline Road,
Pompano Beach, FL 33069
COPE:
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 perforin 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 Buildin ; ,ode,
including the High Velocity Hurricane Zone.
%I -1E COUNTY
L SECTION
ti''rect, Room 208
da 33175-2474
7r-) 315-2599
• f'' ` ` m i aR ::x v/econom
APPROVED
D
DESCRIPTION:
(Series -249 Aluminum Outswing Doors w/wo Sidelites-L.M.I.
APPROVAL DOCUMENT: Drawing No. W11-03 Rev D, titled "Series- 249 Alum Olit-swing DoiKZSidelitg§••••
(L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11 Citi list revised an SEP .'
03, 2015 signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control stamp •: •
with the Notice of Acceptance number and expiration date by the Miami -Dade County Pr dnet•Control lection. •
MISSILE IMPACT RATING:
Large Missile Impact Resistant
.... .. . .
. • . . .
.... . ..
Limitation: • • • •
1. See sheet 4 for Single door w/ SHW and sheet 5 for single or double Door Design Press we (DP) rating Vs glass• •: •
type and/ or threshold types (Exterior (+) water limit)• • • • •
2. See sheet 6 for Stationary unit or doors w/ sidelite DP rating Vs glass type and/ or threshold type.:Lomtar DP
rating of Doors or Sidelites shall control when combined together. Max total frame aha et rItern its •unix shall:
not exceed 125.84 ft2 tested frame area. •• •
•
3. See glazing options in sheet 7. Insulated laminated glazing Type Al and B1 are limited up to 30' above grade.
•
.
.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series
and following statement: "Miami -Dade County Product Control Approved", noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no
change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the
materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any
product, for sales, advertising or any other purposes shall automatically 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 # 12-0208.14 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.
MIAMIDADE COUNTY
APPROVED
NOA No. 15-0611.05
Expiration Date: April 21, 2021
Approval Date: October 08, 2015
Page 1
•
T. M. Windows, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections (Submitted under file listed below)
2. Drawing No. W11-03 Rev D, titled "Series- 249 Alum Out -swing Door w/ Sidelites
(L.M.I.)", sheets 1 through 16 of 16, prepared by AL-Farooq Corporation, dated 02/10/11
and last revised on SEP 03, 2015 signed and sealed by Javad Ahmad, P.E.
B. TESTS (Submitted under files #12-0208.14/ # 11-0218.05)
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 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of aluminum outswing doors w/ wo
Sidelites (samples A-1 thru F-1), prepared by Fenestration Testing lab, Inc., Test Report No.
FTL-6168, dated 12/14/2010, witnessed by Jorge A. Causo, P. E. and signed and sealed by
reviewing engineer Marlin D. Brinson, P. E.
Note: This test report has an addendum letter dated March 28, 2011, issued by Fenestration
Testing lab, Inc., signed and sealed by reviewing engineer Marlin D. Brinson, P. E-
C. CALCULATIONS
....
. .
. .•
••••
1. Anchor verification calculations and structural analysis, complyixgwith FBC-20.14 (5th • •
Edition), prepared by Al Farooq Corporation, dated 06/01/15 arld�St reviser otrSEP O&,• • •
2015, signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02,-04 & -09.
D. QUALITY ASSURANCE
1. Miami Dade Department of Regulatory and Economic
E. MATERIAL CERTIFICATIONS
....
. .
....
• .
...
•. •
• •
. •
•.. .
. . •. .
•••• .•
Resotupes.(RER). .
.
. .
•
.
• .• .
• . • .
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America,1 1*. (Farmer J.I.
•
DuPont DeNemours & Co., Inc. for the "Sentry Glass ® (Clear and White) Gass
Interlayers", expiring on 07/04/18.
2. Notice of Acceptance No. 12-1231.10 issued to Eastman Chemical Company (MA)
(former Solutia, Inc.) for the "Saflex: Saflex Clear & Color glass interlayer", expiring on
05/21/16.
F. STATEMENTS
1. Statement letter of conformance to FBC 2014 (5th Edition) and letter of no financial
interest, prepared by Al Farooq Corporation, dated 04/24/15, signed and sealed by Javad
Ahmad, P.E.
2. Lab compliance as part of the above referenced test report.
G. OTHER
1. This NOA revises & renews NOA # 12-0208.14, expiring on April 21, 2021.
2. Test proposal # 10-0017, dated 01/06/10 and e-mail test revision dated Oct 06, 2010
approved by BCCO.
E-1
ks \.LLA
Ishaq I. Chanda, P.E.
Product Control E-aminer
NOA No. 15-0611.05
Expiration Date: April 21, 2021
Approval Date: October 08, 2015
LOCK OPTIONS
1 OR 2
SEE SHEET 5
GLASS D.L.O. DIMS.
D.L.O. HEIGHT (DOOR & SIDELITE) = FRAME HEIGHT — 14.875"
D.L.O. WIDTH (X DOORS & 0 PANELS) = FRAME WIDTH — 11.875"
D.L.O. WIDTH (XX DOORS) = (FRAME WIDTH — 20")/2
DOOR LEAF WIDTH (X DOORS) = FRAME WIDTH — 3.250"
DOOR LEAF WIDTH (XX DOORS) = (FRAME WIDTH — 2.750")/2
SERIES -249 ALUMINUM FRENCH DOOR W/ SIDELITES
APPROVAL APPLIES TO SINGLE (X) AND DOUBLE (XX) LEAF DOORS
WITH OR WITHOUT SIDELITES.
SIDE LITES CAN BE ON ONE OR BOTH SIDES OF DOOR.
SEE SHEET 6 FOR DESIGN LOAD CAPACITIES.
6" MAX.
HEAD/SILL
CORNERS
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
18Y OR 28Y WOOD BUCKS 8Y 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, LOAD BEARING AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE.
.•
•••
•••
•
••
•
•
41 7/8"
FRAME WIDTH
15" MAX.
HEAD/SILL
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• •
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30"
•c
•
D.L. OPG.
38 5/8"
LEAF WIDTH
TYPICAL ELEVATION
( X )
SINGLE LEAF DOOR
D001
SHU1
166 1/4" MAX.
HEAD/SILL ANCHORS
AT STILE ENDS
(6) AT 3" O.C.
41 7/8"
TESTED FRAME WIDTH
1 1/4" MAX 1 1/4" MAX
80" MAX.
4
6" MAX.
HEAD/SILL
CORNERS
SIDELITE FRAME WIDTH
3"
TYP.
1 1
30"
D.L. OPG.
38 1/8"
LEAF WIDTH
XX DOOR FRAME WID H
1 1 1 1 (,1 11 1 1 I i
HINGE OPTIONS
SEE SHEEP/ 5
‘,OCK OPTION 2
SEE SHEET 5
SIDELI
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Y/ ACTIVE
r11 I; 1 (i rT
29 7/8"
0
111
INACTIVE
1
30"
•
•,
D.L. OPG.
38 5/8"
LEAF WIDTH
Coh
•
• 1
D.L. OPG.
38 5/8"
LEAF vy1DTu
TYPICAL ELEVATION
( Oxxo )
WITH PANEL SIDELITES
SIDELITE OPTION WITH DOOR
•
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•
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• •
• •
�•••••
• •
-
••••
•
•
•• • • • •
II1;I
D.L
38
LEAI
MAX. FRAME AREA NOT TO EXCEED 125.84 SQ. FT. PER FBC 2014
HEAD/SILL ANCHORS
AT STILE ENDS
(6) AT 3" O.C.
166 1/4" MAX.
FRAME WIDTH
46 5/16"
6" MAX.
3"
vv mrv..
XX DOOR FRAME WI H
HEAD/SILL
TYP. 15" MAX.
CORNERS
HEAD/SILL
1 1 1
1 1
1 (,I
1I
I I 1 (I i I
II I) 1
j)
,
FRAME HEIGHT
104 1/4" MAX.
-
/
/
HINGE OPTIONS
SEE SHEET' 5
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41 5/8"
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30"
1I; [ irf
29 7/8"
-•
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DA.. OPG.
46 3/8"
D.L, OPG. ,
38 5/8"
� 0.1. OPG.'
SIDEUTE WIDTH
LEAF WIDTH
38 5/8"
;rPICAL ,EL VATION
OXXO )
WITH DJRECT SET SIDELITE4
SIDLIT OPTION WITJI DOOR
MAX. FRAME AREA NOT TO EXCEED 125.84 SO. FT. PER FBC 2014
41 7/8"
FRAME WIDTH
6" MAX. 15" MAX.
HEAD/SILL HEAD/SILL
CORNERS
Al
14
FRAME HEIGHT
LOCK OPTIONS
1 OR 2
SEE SHEET 5
40 5/16" MAX
81
14
Cl
14
D.L. OPG.
38 5/8"
LEAF WIDTH
TYPICAL ELEVATION
( X )
FOR DESIGN LOAD CAPACITY SEE SHEET 5
N •
0
a
0
J
0
a
0
J
0
.E
-
0
0
SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT
S.H. WINDOW INSERT OPTION
31"
WINDOW WIDTH
'8"
D.L. OF G. (FIXED)
10 1/2"
MAX.
HEAD I
5" A
HEAD,
CORP
io
11
• •
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O.L. -'G. (VENL
•• • • •
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•? T:WIDTH ••••• •
•
•
• • •
• • • •
•
••
• • • • •
• • •
•• • ••• • • •
• •
••
NOTE:
T.M. SINGLE HUNG WINDOW
Dp = +65 *
—80 PSF
* EXT.(+) Dp WITH HI6
/
/
/
/
///"
/
/
/
ACTIVE
■
30"
D.L. OPG.
38 5/8"
LEAF WIDTH
TYPICAL ELEVATION
( X )
FOR DESIGN LOAD CAPACITY SEE SHEET 5
N •
0
a
0
J
0
a
0
J
0
.E
-
0
0
SINGLE LEAF DOOR WITH SINGLE HUNG WDW. INSERT
S.H. WINDOW INSERT OPTION
31"
WINDOW WIDTH
'8"
D.L. OF G. (FIXED)
10 1/2"
MAX.
HEAD I
5" A
HEAD,
CORP
io
11
• •
• • •
•• •
•
••••
• •
••••
• •
•• ••
LL
•
• • • tO
••!o•&/8" •••1•••
O.L. -'G. (VENL
•• • • •
• 211.7/8"
•? T:WIDTH ••••• •
•
•
• • •
• • • •
•
••
• • • • •
• • •
•• • ••• • • •
• •
••
NOTE:
T.M. SINGLE HUNG WINDOW
Dp = +65 *
—80 PSF
* EXT.(+) Dp WITH HI6
FRAME WIDTH
FRAME HEIGHT
ACTIVE
(X )
SINGLE LEAF (X) DOORS WITHOUT SIDELITES
DESIGN LOAD CAPACITY - PSF
FRAME WIDTH
INCHES
FRAME HEIGHT
INCHES
LOCKS #1 & #2
LOCK OPTION #1
GLASS TYPES
'A' OR 'Al'
GLASS TYPES
'8' OR '131'
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
42
109
80.0
80.0
100.0
141.0
EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD
FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF
LOCKS:
OPTION #1
STANDARD STEEL THROW BOLT LOCK, KEY OPERATED ON
EXTERIOR AND THUMB TURN ON INTERIOR AT ACTIVE
LEAF LOCK STILE, 48" FROM BOTTOM
FASTENED WITH (2) 1/4-28 X 2-1/2" MS
CONVENTIONAL LOCKSET WITH KNOB, KEY OPERATED ON
EXTERIOR AND THUMB 1URN ON INTERIOR AT ACTIVE LEAF
LOCK STILE, 39-1/2" FROM BOTTOM
FASTENED WITH (2) #8 X 5/8" PH SCREWS AND
(2) #8-32 X 1-1/2" OH MS
CONCEALED FLUSH BOLTS AT TOP & BOTTOM OF LOCK
STILE, MANUALLY OPERATED LEVERS MOUNTED ON STILE
FACE LOCATED AT 11-1/2" AND 89-1/2" FROM BOTTOM
FASTENED WITH (2) #8-32 X 1/2" FH MS
I
0
O
i
t/
Y/_
DESIGN LOAD CAPACITY - PSF
I4't
8
\\
/
\
�i.
%
\
\
\
/
/
/
\
EXT.(+)
w
w
FRAME WIDTH
(XX)
DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES
DESIGN LOAD CAPACITY - PSF
I4't
/
\
FRAME HEIGHT
GLASS TYPES
'A', 'Al', '8' OR '81'
/
\
EXT.(+)
\
/
\
INT.( )
/ .
.\
80.0
80.0
C
/
/
\
/
\
.- /
//
//
\
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%
\\
\
/
\
\
/
/
/
INACTIVE
`,/ ACTIVE
\
(XX)
DOUBLE LEAF (XX) DOORS WITHOUT SIDELITES
DESIGN LOAD CAPACITY - PSF
I4't
LOCK OPTION #2 ,
FRAME WIDTH
FRAME HEIGHT
GLASS TYPES
'A', 'Al', '8' OR '81'
INCHES
INCHES
EXT.(+)
\
\
INT.( )
80
109
80.0
80.0
EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD
FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF
• •
• • •
•• •
• ...
• .
....
•
•
• . . •
.. •
. •
SYSTEM WITratlE• t HANDLE. LOCATEd
AT 40-1/2" FROM BOTTOM, tr ACTIVE CEAF t CK StILE
HANDLE ACTIVATES DEAD BOC'P'AND SHOOT tItLTS
ENGAGING AT HEAD AND SI.... ••••
•
FASTENED WITH (2) #12-2111.X
•P-1/4" OHMS
METALLIC STRIKE PLATE AT .40t'• FROM BOTTOM
OF INACTIVE LEAF LOCK STILE FASTENECZ WAWA •
(3) #10 X 1/2" FH SMS .'. •
.. . ... •
CONCEALED FLUSH BOLTS AT TOP Sc BOTTOLI. :JF
INACTIVE LEAF LOCK STILE, MANUALLY OPERATED
LEVERS MOUNTED AT INSIDE FACE OF LEAF STILE
LOCATED AT 10-1/2" & 76-1/2" FROM BOTTOM
FASTENED WITH (2) #8-32 X 1/2" FH MS
1
I4't
\
/
/
I
1
\
\
/
4
\
/
/
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//
//
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/
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\
/
\
\
f- /
/
\
/
\
/
\
/
\
11//
INACTIVE
II?
ACTIVE
STATIONARY PANEL (0) OR DOORS WITS SIDELITES
DESIGN LOAD CAPACITY - PSF
FRAME HEIGHT
INCHES
DOOR WIDTH
INCHES
PANEL/DIRECT SET
SIDEUTE WIDTH
INCHES
GLASS TYPES
'A', `Al', 'B` OR 131'
EXT. (+)
INT. (-)
81
41 7/8 (X)
80 (XX)
48
80.0
69.7
85
41 7/8 (X)
80 (xx)
48
80.0
69.7
91
41 7/8 (X)
80 (xx)
48
80.0
69.7
97
41 7/8 (X)
80 (XX)
42
80.0
79.6
103
7/8
4180 (XX)X}
42
80.0
79.6
109
41 7/8 (X)
80 (XX)
41 7/8
80.0
80.0
EXT.(+) LOADS SHOWN ABOVE ARE WITH HIGH THRESHOLD
FOR STD. THRESHOLD LIMIT EXT.(+) LOADS TO 58.0 PSF
NOTE:
FOR DOORS CAPACITIES SEE SHEET 5.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
1-
x
0
w
r
w
2
g_
DIRECT SET SIDELITE WIDTH = PANEL SIDELITE WIDTH = SIDELITE FRAME WIDTH
)
N
4
1 -1 /4"
DIRECT SET SIDELITE WIDTH
DOOR FRAME WIDTH
(X) OR (XX)
• •
•. • •
• •
•.•.
STATI
• . . •
•. .
.
•
. . •
•. ..
•
•••• •. . • •
•
.•.. • ..
•. .•
••. •
• •
• •
•
• ••
• • •
• • • •
• • •
• • •
•• • ••• • • •
• •
••
I
1-1/4"
ACTIVE
PANEL SIDELITE WIDTH
DOOR FRAME WIDTH
(X)
1-1/4"
INACTIVE t ACTIVE
PANEL SIDELITE WIDTH
3/16" HEAT STREN'D GLASS
.090" Interlayer
Soflex Clear And Color Gloss
By 'Eastman Chemicol Co.'
3/16" HEAT STREW() GLASS
1/4" AIR SPACE
3/16" HEAT STREN'D GLASS
.090" Interlayer
SoFlex Clear And Color Glass
By 'Eastman Chemical Co.'
3/16" HEAT STREN'D GLASS
SILICONE
GE RGS7701 :
GE 1200
z
3/16" HEAT STREN'D GLASS
SILICONE
GE RGS7701
GE 1200
z
N
co
K
0
w
x
w
GLASS TYPE 'A'
ALUMINUM
SPACER
#8 SMS
AT 4-1/2" FROM ENDS
AND 10-1/2" Q.C.
AT 1/4 POINTS ALL SIZES
GLASS TYPE 'A1'
GLASS TYPES
'A' OR '8' (ABOVE)
SILICONE
GE RGS7701
GE 1200
ce
0
w
1-
w
AT 1/4 POINTS ON LITES
WIDER THAN 36"
3/16" HEAT STREN'D GLASS
.090' Interloyer
SentryGlos
By 'Kuraray America, Inc.'
3/16" HEAT STREN'D GL
SILICONE
GE RGS7701
GE 1200
z
5
io
Co"
tn
GLASS TYPE 'B'
• •
GLAZING OPTIONS • • • •
•
.•.•
• ..
•.••
• •
••.•
•
•
• •
•• ••
• • •
.
.. • • •
• . •
• •
••
GLASS TYPES• •
•• .•
'Al OR 'B1' (ABOy.E,•...
• . •
• •
il
SILICeNE •
GE RtSZ10C
GE 1200
•
•••• •
• • •
•
•
. •
• ••
••• • • •
• •
DO
cc
0
GLAZING DETAILS AT SIDELITE
AT 1/4 POINTS ALL SIZES
EAF HEIGH
EDGE DIST.
' 4•
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
ALTERNATE
' ANCHOR: LOCATION
-
i_. s ..
1/2" MIN.
FLUSH BOLT OR
SHOOT BOLT
PENETRATION
1/2" MIN.
F USH BOLT OR
SHOOT BOLT
PENETRATION
3/8" X 3/8"
WEEPS
1/2" FROM
SILL ENDS
L
J
EDGE DIST.
SHIM SPACE
.I
a•
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
HIGH THRESHOLD
APPR'D FOR WATER RESISTANCE
LIMIT MAX. EXT(+) LOADS TO 100.0 PSF (SINGLE DOOR)
LIMIT MAX. EXT(+) LOADS TO 80.0 PSF (DOUBLE DOOR)
OPP..RATM a TTNTTR
1BY WOOD BUCK
(SEE NOTE SHEET 1)
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
... •
• •
• • ••••
SHIM SPACE
• . .•
•• • • • •
• • • •
.• .
•
• • •
•••• •. • • •
• • • • •
•••• • ••
• •
• • •
••• •
•• •• .•
•
• .
• • • .
• • . •
• • • . •
• • •
•• • ••. • • •
0411
ALTERNATE
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
STANDARD THRESHOLD
APPR'D FOR WATER RESISTANCE
LIMIT MAX. EXT(+) LOADS TO 58.0 PSF
DC
E
DIS
3/8" MAX.
SH IM
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
E
c�n
wo
k
3/8" MAX.
SHIM
luilom 0"
ACTIVE LEAF
EXTERIOR
D.L. OPG.
38-5/8" MAX.
LEAF WIDTH
41-7/8" MAX.
LOCK OPTIONS 1 OR 2
AT SINGLE DOORS
OPTION 1 SHOWN
SHEET 5 FOR DESCRIPTION
DOOR FRAME WIDTH
FLUSH BOLTS••••
AT TOP & BOTTOM • • •
• • • •
•• • • • •
• • •
TYPICAL ANCHORS
SEE ELEV:
FOR SPACING
IN—ACTIVE LEAF
0
w
O
W
BUTT HINGES
LEAF WIDTH
80" MAX.
UOOR FRAME WIDTF
RAME HEIGHT
EDGE DIST.
TYPICAL ANCHORS
`-SEE ELEVATIONS
FOR SPACING
ALTERNATE
I% 1 I :ANC{IOR .LOCATION
L.
3/8" X 3/8"
WEEPS
1/2" FROM
SILL ENDS
st
a
rn
cn
ALTERNATE
\\t.ANCHOR LOCATION
3/8" MAX. • •-
SHIM• °
•° ■
•
TYPICAL ANCHORS '•
SEE ELEV. -
FOR SPACING
M
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
PANEL SIDELITE UNIT (STD. THRESHOTJ)1
4
ALT. FRAME JAMB
#10 X 3/4" PH S
AT 6" FROM ENDS
AND 24" 0.C. MAX
#10 X 3/4" PI-
AT 6" FROM EN
AND 24" 0.C. A
•
•••• •
••••
•
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••• •
• •
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• • •
b • • • •
• •
• . •
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• •
•
••• •
•
•
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„PANE
•
•
ALTERNATE
a'• v. ° a•.
EDGE DIST.
TYPICAL AN
SEE ELEVAT
FOR SPACIN
PANF.T. RTTIPT.TTF.. TTNTT /may TNRF
f
EDGE DIST.
•• e
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
1
II II
II
11 I1
SHIM SPACE
3/8" MAX. • •,
SHIM
TYPICAL ANCHORS ' •'- •• :
SEESPACIELENG V.
FOR
2
to
,. a
EDGE DIST.
T
b v •
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
DIRECT SET SIDELITE UNITS
DIRECT SET
0
1-
0
•
•
•
4
•
•
•
•••
•
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• • • • •
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p-1.843
FRAME HEAD
TM -099
2.375
.062
.500
-c-1II
f.-.332
37 PANEL GLAZING BEAD
TM -155A
1.750
GW 37888
CENTER HINGE
0.572
I-1.750 --I
DOOR JAMB/SIDELITE FRAME
BA5499
DOOR BOTTOM RAIL
TM -29236
.062
.625
1.750 �{
4--.093
iil ISI .625
4.090 .093
DOOR HINGE STILE
TM -32995
GW 37889--7
OUTER HINGE
HINGE PIN
••• •
•
• • •
• • •
3.681
•
•
•
•
•
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SIDELITE (
.125
•i••••
•
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#$0 X 1/2"
• • •• F.H. SMS .,
•• ••
• •
• •
4.659--1� 1- 093
DOOR TOP/BOTTOM RAIL
TM -32994
r1.574 �{
.375
O WEATHER-STRIP ADAPTER
GW -31826
2.040
1 .075 .625
4.000
ACTIVE LEAF LOCK STILE
TM -172
I
1.750 8
o
3.500
L
2.126
.•I •
2.000'
7.689
2!('0
1
•
.250-
• •
•. ••••
• •
D00R JAMB SIDE
.625 L
'L
BUTT HINGE
�{ 1.287 r_
.715 !h L •050
1.799 ---.'II
2.040
4.659 093
.075
1.750
SIDELITE GLAZING BEAD (LAM. GLASS;
TAA -1 S7
4A
.625
4.000
INACTIVE LEAF LOCK STILE
Til- TG 11A 0
.06
3.790
4.000
Fes- 2.011 �I.779 L 0
31 REINFORCING BAR
TLf On
ALT. DC
FRAME TOP CORNER
SIDELITE CORNER
•
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FRAME BOTTOM CORNER
DOOR LEAF CORNER
•
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.. •
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ITEM $ PAF
1 TM
2 BA
2A 89
3 BA
3A
38'
4
TM
4A
TM -
5
TM -
6
TM -
7 GW
8
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9
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10 GW
11 GW -
12 F8
15 TM•
16 3:
16A
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168
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19
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MID RAIL CORNER
atir_i r nnno w / c u uinw
• ••• • • • •••
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-
1
3/b" MAX.
SHIM
#10 X 1-1/2" FH SMS
SEE ELEVATIONS
FOR SPACING
28Y WOOD BUCK
OR
WOOD ST'UCTUR
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
S.H. WINDOW WIDTH
3/8" MAX.
SHIM
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
wo
2
LOCK OPTIONS 1 OR 2
AT SINGLE DOORS
OPTION 2 SHOWN
SHEET 5 FOR DESCRIPTION
LEAF WIDTH
41-7/8" MAX.
FRAME WIDTH
.••.
• • • •
• • . •••.
•• •
•
•••.
• •
• • •
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.
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•
.
•
.•• •
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• •
•
••
• •
EXTERIOR
D.L. OPG.
38-5/8" MAX.
LEAF WIDTH
41-7/8" MAX.
FRAME WIDTH
SINGLE (X) OPERATING UNITS W/ S.
1.937
.887
062
L_- .625
I�
1.875 - �t
1.1 FRAME HEAD
746 b-
.130
.836
FIXED RAIL REINF.
.0621r
I._
375
�
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9.1 GLASS STOP ANGLE
FIXED MEETING RAIL
2.541
.095
L. -1.563
I.- 1.563
DOOR STILE REINF.
5.1 STD. VENT TOP RAIL
658
.750 -a*'-.062
-.I 1.045 F�
7.1 SASH SIDE RAIL
SASH LATCH
969 r
21 FRAME JAMB
877
.943
2.250
J.750L
.060 �
2.725
6.1 VENT BOTTOM RAIL
2.050
.062
1
.662
-1L-1.937
3.1 FRAME SILL
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9.
10.
11.
12.
13.
14,
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16.
17.
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FRAME TOP CORNER
FRAME BOTTOM CORNER
vS rA -gar-4
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
TM Windows, LLC
1543 N. Powerline Road
Pompano Beach, FL 33069
-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 RER -
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.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION:
MIAMI-DADE COUNTY
PRODUCT CONTRA', SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.$ov/econom y
Series "605 Reinforced" Aluminum Single Hung Window
•
APPROVAL DOCUMENT: Drawing No. W06-34, titled "Series 605 Aluminurp.ii a Huai tiiiv.
(L.M.I.)", sheets 1 through 7 of 7, dated 04/24/06, with revision F dated 04/01/15,1)46=d by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Cptinty Jrodueb ontrol
Revision stamp with the Notice of Acceptance number and expiration date by the MFdtfli-DadeCotiuty
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 Id .City, state! • • •
model/series, and following statement: "Miami -Dade County Product Control A yravrd", unless other' ge..
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 manuf.:; surer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOAH 12-0213.05 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.
MIAMI DADE COUNTY
APPROVED
NOA No. 15-0611.06
Expiration Date: July 05, 2017
Approval Date: September 03, 2015
Page 1
TM Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA# 09-0604.24)
2. Drawing No W06-34, sheets 1 through 7 of 7, titled "Series 605 Aluminum Single
Hung Wdw. (L.M.I.)", dated 04/24/06, with revision F dated 04/01/15, prepared by
Al-Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-5439, dated 12/10/07 and FTL-5742, dated 01/21/09, both signed relsealed by
Michael S. Wenzel, P.E. • • ••
•. . . .
(Submitted under NOA# 09-0604.24) • •• ••
•
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • . •
.
•
.
2) Uniform Static Air Pressure Test, LoadingEr.BC I;A,i 2¢2-94• •
3) Water Resistance Test, per FBC, TAS 202 PA . ; • • ••
•
4) Large Missile Impact Test per FBC, TAS 2 fL-.94 •. •
5) Cyclic Wind Pressure Loading per FBC, TA' 03-94 • .'
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202-94; •
along with marked -up drawings and installation diagram of e►1 Atupiinurp* ingle hung• • •
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports Nei: •
FTL-3975, dated 10/22/03, FTL-3755, dated 03/24/03 and FTL-4514, dated
01/25/05, both signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA# 07-0404.04)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, prepared by Certified Testing Laboratories, Test Report No.
CTLA-416W, dated 04/11/00, signed and sealed by Ramesh Patel, P.E.
(Submitted under NOA# 07-0404.04)
E-1
Manuel ere , P.E.
Product Contra miner
NOA No. 15-0611.06
Expiration Date: July 05, 2017
Approval Date: September 03, 2015
TM Windows, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-5th
Edition (2014) dated 04/29/15, prepared by Al-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
2. Notice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol S
Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19.
F. STATEMENTS ....
1. Statement letter of conformance, complying with FBC-5th Editiap (20111); a^d of•ne•:•
financial interest, dated April 29, 2015, issued by Al-Farooq • Quioratieni shined and'.
sealed by Javad Ahmad, P.E.
.. •. •• •
•
G. OTHERS ' ..
.
•
1. Nctice of Acceptance No. 12-0213.05, issued to T.M. WindSJj C for t�iei;Series
gw
"605" Single Hung Aluminum Window (reinforced), approvid•v45/03/12.and
expiring on 07/05/17.
E-2
• • . •
• . .
•
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.. .
a.,12
. •
.
. . •
G Manuel ' ez, '.E.
Product Contro Exa finer
NOA No.1 - i 611.06
Expiration Date: July 05, 2017
Approval Date: September 03, 2015
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
SERIES 605 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI—DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
53 1/8"
WINDOW WIDTH
48 1/4"
D.L. OPG. W. (FIXED)
21" MA
HEAD/SI
op
M
•
cv
n
z
a
0
J
ci
VENT HEIGHT
•
c.1
n
0
a
0
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••
rA
----- yr -
I
I I
It
II
•••Y
//
••••-•+
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
1BY OR 28Y 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 IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND NON—COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
17CM IIDCIACAITC !1C TI -Ir FI nRInA 111111 fTIN(: cnnE.
•
r
•••••
• •
••••
••
•• ••
• • .
• • • .•
• • •TYPL L ELEVATrO
•
EQUAL LITES
(SEE DESIGN CAPACITY
F• • •
•• ••
•
•
•
•• • • •
• • •
• • • 47 3A4". • •
"p.4 0PG.•(+ubf)•
'•• 50 1/8" ••
• " VENT 1RI17T • •
DESIGN LOAD CAPACITY - PSF
WITH ALUMINUM REINFORCING)
GLASS TYPES
WINDOW DIMS. GLASS TYPE 'C' 'D' & 'E' GLASS TYPE 'F' GLASS TYPE 'G' GLASS TYPE 'H' GLASS TYPE 'I'
GLASS TYPE 'J'
WIDTH HEIGHT EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) 1NT.(-) EXT.(+) in(-) EXT.(4-) 1NT.(-) EXf.(+) INT.(-)
EXT.( -I-)
1NT.(-)
19-1/8"
26-1/2"26"
37" (4)
53-1/8"
70.0
70.0
61.0
61.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
B0.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
19-1 8"
7n n
7n n
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
38-3/87a0
(4)
1
70.0
61.0
61.0
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
60.0
37"
53-1/8"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8'
26-1/2"50-5/8"
37" (5)
53-1/8"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
60.0
60.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
60.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
.0.0
80.0
19-1/8"
26-1/2"56-5/8"
37" (6)
53-1/8"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8"
26-1/2"63"
37" (6)
53-1/8"
70.0
70.0
61.0
61.0
800
80.0
80.0
80.0
800
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
700
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
19-1/8"
26-1/2"
37" (7)
53-1/8"
70.0
70.0
61.0
61.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.Q •
*910
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
•
A0!0 :
80.0 _
•e0.0
SO.0 •
-
-
61.0
61.0
-
-
80.0
80.0
80.0
80.0
4,14.2.
75.•,.•80.O
80.0•
19-1/8"
26-1/2" 76-3/4"
37' (7)
53-1/8"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
B0.0
•89.0.
80.0
.80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80
.88.0
.0•.0
80
80.0
$OA'•;
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
ebb
80A
• 130.0
48810,•
-
-
61.0
61.0
-
-
77.6
77.6
80.0
80.0
11
5• 74.
. Bb.O
'90;13 •
24"
30"
36"
42" (5)
48'
54"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0 •
MA
80.0
'80.0
W : '
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0:
80.a
8cto
.80.0
•$0.0
.10,;(5.
.80.0'"
70.0
70.0
61.0
61.0
80.0
60.0
80.0
80.0
80.0
80.0:
Erg8O
a •'
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
•80.6
80.0•
60.O
:Mr
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
' 90.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
24"
30"
36"60.70.0
42"(6)
48"
54"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
SOA
80.0
80.0
60.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
24"
30"
36"72•
42"(7)
48"
54"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
60.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0800
60.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
61.0
61.0
-
-
80.0
80.0
80.0
80.0
80.0
8C.:,
80.0
80.0
-
-
61.0
61.0
-
-
79.1
79.1
79.1
79.1
76.8
76.8
78.4
78.4
24"
30"
36" 84"
42" (8)
48"
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
70.0
70.0
61.0
61.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
61.0
61.0
-
-
80.0
80.0
80.0
60.0
80.0
80.0
80.0
80.0
-
--
61.0
61.0
-
-
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
-
61.0
61.0
-
-
60.0
80.0
80.0
80.0
77.5
77.5
80.0
80.0
( ) NO. IN PARENTHESIS INDICATE NO. OF ANCHORS PER JAMB
7
n
1/8" ANN. GLASS
.120" Inter -foyer
Uvekol S
By 'Alinex USA, Inc.'
1/8" ANN. GLASS
SILICONE
DOW CORNING 995
0
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE 'C'
1/8" ANN. GLASS
.090" Intel layer
Saflex Clear And Color Gloss
By 'Eastman Chemical Co.'
1/8" ANN. GLASS
SILICONE
GE RGS7700
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE 'G'
3/16" ANN. GLASS
.120" Interlayer
Uvekol S
By `Annex USA, Inc.'
3/16" ANN. GLASS
SILICONE
DOW CORNING 995
0
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
GLASS TYPE 'D'
1/8" HEAT STREN'D GLASS
• • .
•• •
•
.090" Interlayer • • • • • •
Soflex Cleor And Color Gloss • • •
By 'Eastman Chemical Co.'
. .
.. ••
1/8" HEAT STREN'D:GL• :
• .
SILICONE • •
GE RGS7700 ••.• ;
1-
m
5
AT 1/4 POINTS ON LJTES
WIDER THAN 36" ONLY
GLASS TYPE 'H'
3/16" ANN. GLAS°
.090" Int(
Saftex Ch
By 'Eastn
3/
0
GLASS TYPI
••..
• • 1 `Q" ANN. GLASS
•
• . • 1/4" AIR'�SPF
• •
••
• •
• •
.••
•••
•
•
•
• •• •
• •
••
1/8" AN
•
GLASS TY
THIS GLASS TYPE
LARGE MISSILE Ih
. NOT QUALIFIED F'
MISSILE IMPACT /
GLAZING OPTIONS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
. CONCRETE •
4 • d 8DGE Dl FF. • e d d
4 a.6.. 4
. G n
4
1BY
WOOD- BUCK
4
WINDOW HEIGHT
O
a
O
JI
REINFORCING
SEE SHEET 2
OPTIONS-NNNN
RSl
W2
:1
ILLUSTRATIVE DTLS. ONLY
EXT. OR INT. FINISHES
NOT BY TM INDOW
OPTIONAL TO
SPRING LATCH
1
4 II ll
1
0
a
0
REINFORCING
OPTIONS
SEE SHEET 2
0
0
$..
. CONCRETEa
EDGE D1ST,,
4
0
DOW HEIGHT
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV. FOR SPACII
a
0
J
!j
REINFORCING
OPTIONS
SEE SHEET 2
OPTIONA
SPRING
•
••il•••
•
00 00
•••r•.
• I' •
0
0-
0 0
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4I
i
•
•
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••.•.0
•
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• 0
•
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N
5
FRAME WITH FR
(LIMIT DESIGN CAP
1/4' MAX.
SHIM
METAL
STRUCTURE
iN
TYPICAL ANCHORS ] w
SEE ELEV.
FOR SPACING
VENT WIDTH
D.L. OPG.
EXTERIOR
D.L. OPG. (FIXED)
--C.
1/4' MAX.
SHIMS
TYPIC
SEE I
FOR
WINDOW WIDTH
1 BY
WOOD BUCKS
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
FRAME WITH FIN OPTION
....
• •
• ••••
• ••• TYPICAL. iWCH01
• SEE ELEV. FOR•VACII
1/4' anti
•
••• •
• •
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• •
•• • •
.
.
• •
• •
• • •
• • •
• •
• • •
•• • •••
• • •
•
MIAMI—DADE COUNTY
7
APPR.D CUPPED MULLION
SEE SEPARATE NOA
i
C
c
TYPICAL ANCHORS
SEE ELEV. FOR SPE
EXTERIOR
WINDOW WIDTH
WINDOW WIDTH
1.550
3.042
.062
1.092-'I
3.166
FRAME HEAD
.847
0
FIXED MEETING RAIL
3.069
0
I---1.425 —1
2.375
FRAME JAMB
NAIL FIN (HEAD)
ice- .9381
1 .062 - -
1.500
VENT STOP
3.340
.062
2.190
2.500 •••�••
• • ••••
NAIL RN _(JAMB) • •
0
VENT TOP RAIL
1
1.374 .062.999
-�I .688 F� V
O SASH SIDE RAIL
••
•••
•
•• ••
.• •.
3.199.o-
•• •
••• •
• •
••
•
•
.•••
•
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•
••••
•••• •
•
• • •
• • - 06 • •••• •
•
•a.4.. 3.27.7
•••• •
2.500 •••• . ••• • • ••
0
NAIL F.' (SILL)
VENT BOTTOM RAILS
3.812
3.330
.684
FRAME SILLS
NOTE: EITHER S' : CAN BE USED
,Art
i1001
FRAME TOP CORNER
FRAME BOTTOM CORNER
•
•••• .. •.
. . . •
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N4S ►a—�s2�
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
T.M. Windows LLC
1543 N. Powerline Road
Pompano Beach, FL 33069
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.aov/economy
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 RER -
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.
RER reserves the right to revoke this acceptance, if it is determined by Miami—Dade County Proc4,.1 t Control
Section that this product or material fails to meet the requirements of the applicablg builsiing cdtip... •
This product is approved as described herein, and has been designed to comply %P th ale Florida Building
Code, including the High Velocity Hurricane Zone.- • • • •
DESCRIPTION: Series "805" Aluminum Horizontal Rolling Window -- L.M.I.. : t : ••. . • • •
APPROVAL DOCUMENT: Drawing No. W0-81, titled "Series 805 Alum. Horizee‘alltollag Wdw.
(L.M.I.)", sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, pr4Pnd by Vk1t?atooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami—Dade CdttnttProduct Confrol
Revision stamp with the Notice of Acceptance number and expiration date by the Ivrarni Dade Couot.
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 NOAH 13-0107.08 and consists of this page 1 and evidence pages E-1, E-2 and E-3, as
well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAM(DADE COUNTY
APPROVED
NOA No. 15-0505.29
Expiration Date: May 13, 2019
Approval Date: August 13 2015
Page 1
T.M. Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 09-1110.02)
2. Drawing No W08-81, titled "Series 805 Alum Horizontal Rolling Wdw. (L.M.I.)",
sheets 1 through 7 of 7, dated 09/19/08, with revision E dated 03/16/15, prepared by
Al—Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
4) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
rolling window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5945, dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E';
T.M. Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. TESTS (CONTINUED)
4. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum hc..-zontal
rolling window (XO), prepared by Fenestration Testing Laboratory, Inc., Test Report
No. FTL-3995, dated 11/13/03, signed and sealed by Edmundo Largaespada, P.E.
(Submitted under NOA No. 04-0120.01)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1 and TAS 202-94
along with marked—up drawings and installation diagram of ap alulninunt �ijontal
rolling window (XOX), prepared by Fenestration Testing Laborafory, In Test •
Report No. FTL-3946, dated 11/04/03, signed and sealed by Edmtthdo LatgaeSpada,
P.E.
.... .. .• .
(Submitted under NOA No. 04-0120.01) '•'
... .
..
. .
C. CALCULATIONS • • • • • •
1. Anchor verification calculations and structural analysis, comp}yri with FBC4r5°" •
Edition (2014) and of no financial interest dated 03/16/15 and revised on:68MQ'M/15, • •
prepared by Al-Farooq Corporation, signed and sealed by Javad•Ahmad, P'E.: '
2. Glazing complies with ASTM E1300-09 • •
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Glass Interlayers" dated 06/25/15, expirinn on
07/04/18.
2. Notice of Acceptance No. 14-0423.17 issued to Eastman Chemical Company (MA)
for their "Saflex Clear and Color Glass Interlayers" dated 06/19/14, expiring on
05/21/16.
3. Novice of Acceptance No. 13-1126.20 issued to Allnex USA, Inc. for their "Uvekol
S Laminated Glass Interlayer", dated 02/20/14, expiring on 02/08/19.
E-2
Manuel , P.E.
Product Contr iner
NOA No. 1505.29
Expiration Date: la iy 13, 2019
Approval Date: August 13 2015
T.M. Windows LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), am: of no
financial interest, dated March 26, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letter for Test Report No. FTL-5945, issued by Fenestration
Testing Laboratory, Inc., dated 07/31/09, signed and sealed by Julio E. Gonzalez, P.E
(Submitted under NOA#09-1110.02)
3. Laboratory compliance letter for Test Report No. FTL-5457, issued by Fenestration
Testing Laboratory, Inc., dated 03/13/08, signed and sealed by Carlos S. Rionda, P.E.
(Submitted under NOA No. 09-0105.02)
4. Laboratory compliance letter for Test Report No. FTL-5459, issued by Fenestration
Testing Laboratory, Inc., dated 02/21/08, signed and sealed by Michael R. Wenzel,
P.E.
(Submitted under NOA No. 09-0105.02)
5. Laboratory compliance letter for Test Reports No. FTL-3946 and VTL-39W.Issued
by Fenestration Testing Laboratory, Inc., dated 11/04/03 and ?l/•13/D3 respectively, • •
both signed and sealed by Edmund() Largaespada, P.E. • • • • •
(Submitted under NOA No 04-0120.01)
•
• •
•••• •• • • •
• • •
•••• • •• ••
G. OTHERS • • • •
1. Notice of Acceptance No. 14-0107.08, issued to T.M. Window¶ 1e, for their -,ries
"805" Aluminum Horizontal Rolling Window - L.M.I., approied ons 02/2Q/1 .and
expiring on 05/13/10.• •
• • •
•••
E-3
•
.•
• •
••• • • •
Manuel P P.E.
Product Control miner
NOA No. 15-0505.29
Expiration Date: May 13, 2019
Approval Date: August 13 2015
z
co
M
3/16" ANN. GLASS
.090" Interlayer
Soflex Clear And Color Glass
By 'Eastman Chemical Co.'
3/16" ANN. GLASS
SILICONE
GE RGS7700
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
TYPE 'A'
7/16" OVERALL GLASS
3/16" HEAT STREN'D GLASS
.120" Interlayer
Uvekol S
By 'Allnex USA, Inc.'
z
co
M
3/16" HEAT STREN'D GLASS
.090" Interloyer
Kuroroy SentryGlas
By 'Kuraroy America, Inc.'
3/16" HEAT STREN'D GLASS
SILICONE
GE RGS7700
DOW CORNING 995
O
W
•3/16" HEAT STREN'D GLASS
SILICONE
GE RGS7700
DOW CORNING 995
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
TYPE 'C'
1/2" OVERALL GLASS
CO
M
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
TYPE 'B'
7/16" OVERALL GLASS
3/16" ANN. GLASS
.120" Interloyer
Uvekol S
By 'Allnex USA, Inc.'
3/16" ANN. GLASS
•
•
•
• •
• •
•
•
SILICONE
GE RGS7700
DOW CORNING 995 •
AT 1/4 POINTS ON LITES
WIDER THAN 36" ONLY
TYPE 'D'
1/2" OVERALL GLASS
GLAZING OPTIONS
SERIES 805
ALUMINUM HORIZONTAL ROLLING WDW.
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 1 & 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
MIAMI—DADE COUNTY APPR'D WINDOWS USING MIAMI—DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
0000
0••
•
M•
•••
•
k
SO
u i
•
1/8" TEMP. GLASS
1/4" AIR SPACE
• 1/8" ANN. GLASS
••
•
• ••
•
•
•
•
•
•
.. •
•••
.090" slAterlay,
Soflex Gleor
B7 •&osimon
:+}/,I'
8*ANN
•• • • • StLICOI
••• 6E RG
•••ii/QW
(
•
•
1• .. •
•
•••
11
•
AT 1/4 POI
TYPE 'E'
11/16" OVERALL INSUL. CLAS
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLI
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROF
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WI
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE IS USED IN DESIGN OF
ALL SHIMS TO BE HIGH IMPACT, NON—METALLIC AND
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/ME
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIP
acne IIPFUFNTC (IP TI-tr Fl nPIna RI 111 nlldr. r'nnT
ADDL. ANCHOR READ.
FOR INSTALLATIONS INTO
WOOD STRUCTURES OR
THRU WOOD BUCKS INTO MASONRY
FALSE MUNTINS
(SURFACE APPLIED)
MAY BE USED
VENT HEIGHT
111" MAX.
w WINDOW WIDTH
10 1/4"
6"
3"
MAX.
GLASS TYPE 'C'
9 3/8"
HEAD\SILL MAX
AT FIX. LITE
�A
1 NT.(-)
EXT.(+)
HEAP SILL
EXT.(+)
1 NT.(-)
I
I)
I:----; 11
80.0
90.0
I i I
AT VENT
I I IL
I
90.0
79.0
79.0
,
1,
II tr
1 11
1 _JL( " '
11 t
tl II II
!t II II
--- 11__-
11
1111 II 11
It tI \\\\ 11
tt
t l 56 3/4" I t
--
I t
11 1
II 1
__JL____IL--�.
-=-1-r-----It
1 //
44
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_
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//
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1
C
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11
1!
6
oJ
ci
==
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11 11
n 11
1
1L
� --
==_----
_
r
• •
•• • ••
6" MAX.
HEAD/SILL
CORNERS
n < m
O n
••
32 7/8"
D.L. OPG.
37 5/8"
VENT WIDTH
33 1/2"
D.L. OPG.
32 eiti"'
D.L. OPG.
• •
37 V/8*'
•
•
•
• •
•• • (citl• •
• • CD La
• ••� Qix • •
••• 1n -3O
• r 0
•�
•
• •
•
VENT•WIDTH•
• • •
• •
• • •
•• •
• • •
TYPICAL ELI
AVA .71GE,
MAXIMUM DESIGN LOAD RATING — PSF
FOR SIZES SHOWN ABOVE OR SMALLER
GLASS TYPE 'A'
GLASS TYPE 'B'
GLASS TYPE 'C'
GLASS TYPE 'E'
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
EXT.(+)
1 NT.(-)
FXT (+)
1 NT (-)
80.0
90.0
90.0
130.0
90.0
90.0
79.0
79.0
LOADS SHOWN ABOVE ARE FOR WINDOW VENTS WITH SPRING LOADED ALUM LATCHES,
FOR METALLIC SWEEP LATCHES LIMIT MAX. LOADS TO *80.0 PSF.
NOl
GLA
BAS
ANC
DEC
1BY
WOOD BUCK
n v - 4 n
°4 a n•
INDOW HEIGH
o 0
. 6 4
e
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE' DIST:
a
0
J
11
a
0
VENT HEIGHT
d ' TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE DIST.
#10 X 3/8" PH SMS
2 PER CLIP
4" LONG
WIND LOAD CLIP
SEALAIITg:
•ALL FRAW °RND VEfdl' VIII TS
• • SILICONc •OtCRYLIC S 4LANT
.. ..
...: WEEPHOEES: • •
•...:m _ cfi:g X 12/:XEEPN
41.4-7/8" F.IiaU.EACE
..'.16x2 = 1-174: X 1/4:.WGEPI-
AT 4-7/8" FROM.EACE
•Wd = 2" LOt1G WEE•P SN CH
w = 1'' LONG WEEP. •'gQ'CH
• •
..
12" LONG
SILL CLIP A
TYPICAL ANC
3 PER CLIP
1/4" SHIM
MAX.
METAL
STRUCTURE
N
0
w
0
0
VENT WIDTH
E�
-SCREENS OPT.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4" SHIM
MAX.
.4
EXTERIOR
WINDOW WIDTH
XO LAYOUT
OX OPPOSITE
•
•. • •
• •
D.L.O.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EXTERIOR
WINDOW WIDTH
XOX LAYOUT
MIAMI-DADE C(
APPR,D MI
SEE SEPARATE
WINDOW WIDE
1/4" SHIM
MAX.
METAL
STRUCTURE
41
W
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
VENT WIDTH
1/4" SHIM
MAX.
1111i
tis
EXTERIOR
WINDOW WIDTH
D.L.O.
XO LAYOUT
OX OPPOSITE
••••
• •
• • •.••
• • •
•• • • •
• • •
•• ••
•
•
•
• • • • • • •
• • • •
:•
---SCREENS OPT.
TYPICAL ANCHORS
SEE ELEV.-
FOR SPACING
EXTERIOR
WINDOW WIDTH
XOX LAYOUT
MIAMI-DADE C(
APPR,O Ml
SEE SEPARATE
WINDOW WID1
1.875
2.437
3.069
.062
0
L-1.500 --..-I
I�-
FRAME HEAD
1.425
1
1.375
x.062
.688
d1 1.000
1.250
O TOP & BOTTOM RAIL
-�{ 1 A00
U U .750
14 WIND LOAD CLIP
1.480
.077
.313
L-1.420
I-�•563
-�f
SILL TRACK
2.201
0
2.312
JAMB STILE
1.000 r_
1.000
15 MTG. STILE REINF.
1.071-!
.062
1.255 n'p.
.929
SILL CLIP ADAPTER
0
FRAME SILL TOP
0
MEETING STILE
r l .500
pI
.107-F- 1,000
.125
••
•
• • ••••
• • •
16 FI ST�LE REthL ; s •
•
i.e91
••••
.849
.0g2
•
• •
••• •
12 VENT LATCH
•
•• •
• • A
• ••
••• •
• 1
1.235'
•
•
•
•1
••• 1
• 1
•i
•••
• •
• •
• •
•••
• •
O FIXED STILE (SPRING LATCH)
0 FIXED STILE (SWEEP LATCH)
.43f
1-
.602
3.069
.092
062
1113.1.858
.500
P d
2.628
3.069
FRAME SILL BASE
) FRAME JAMB - VENT
-�j .937 r_
.062
Trp.
3.168 II 3.042
RIP LEG
AS REQD.
.875 I�
(5-) FRAME JAMB - FIXED
27 SILL RI:
Y
(2) #12 x 1 1/4" PH. SMS.
ASSEMBLY SCREWS
FRAME TOP CORNER
(4) #12 x 1 1/4" PH. SMS.
ASSEMBLY SCREWS
FRAME BOTTOM CORNER
• • •
•• •
•
• •
• •
VENT •110P •CORN ER • • • •
• • •
•••• •• • • •
• • • • •
•••• • •• ••••,.
• •
•• ••
• • •
• •
• •
• • •
••• •
• •
• •
(2) 110 x
ASSEMBLY
VENT BOTTOM CORNER
V:\Projectst15-2372 Series 525 Casement Window - FSA - Update FL16132 for 2014 Florida Bldg -Project\WP\15-2372b_Series 525 Casement - FL Statewide Approval.dwg
04127/2015. 2:55pm
TM
N DOWS
TM WINDOW
SERIES 525 ALUMINUM 0
LARGE AND SMALL MISSILE IM
1.
BUILD:
& ASTI
2.
LOAD I
3.
DETER
LOAD
BUILD:
OR NE
STATE
4.
FOR S:
REGIS
•••• DOCUr
• .
• . •... S.
•• • • . .SUPER
• . .
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• 6.
. • • .S4PAR
•
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• • . • . • •7.
•..• • ••
• .8.
••• • ••••WITH
• • . .
.• ..• .. 9.
• • • • •t lINIM
• •' 10.
. . • CODE.
•• • •11.
•• . ••• • •
• • #i4-0
•• 12.
RESTR
13.
SHOW
ENGIN
FABRII
STATE
14.
INTEN
15.
INVAL
AMI
SURFACE APPLIED
FALSE MUNTINS
OPTIONAL
V:\Projects\15-2372 Series 525 Casement Window - FSA - Update FL16132 for 2014 Florida Bldg -Project \WP115-2372b Series 525 Casement - FL Statewide Approval.dwg
4/25/2015 - 1:22pm
8 1/4" MAX.
FOR ANCHORS
TYPE "B"
16 1/2" MAX.
FOR ANCHORS
TYPE "A", "C", "D"
6" MAX FROM
ANY JOINT OR
CORNER (TYP.)
TYPICAL ELEVATIQN •
••
O.L.O. WIDTH = WINDOW WIDTH .4 JO •
D.L.O. LENGTH = WINDOW LENGThi;g /e
6" MAX FROM
ANY JOINT OR
CORNER (TYP.)
0
it ° • Ce
O='x0:
d d
OWE O
••••
••
•. • .
•
• • •
• • • •
•• ••
•••• •• •
• • • • •
•••• • ••
••• •
• • • •
•• •• ••
•
• •
• •
• •
•
• • • •
• • • •
• •
• • •
•• •
• • •
••• • • •
1 1
FRAME HEIGHT
1 I I 1 I L-
IF
I.i.
111
-----.71-1.-='-
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11
11
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ii
11
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J
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1
VIII
1i'`
_ j
•
MkVP'
D L.O.
FRAME WIDTH
TYPICAL ELEVATIQN •
••
O.L.O. WIDTH = WINDOW WIDTH .4 JO •
D.L.O. LENGTH = WINDOW LENGThi;g /e
6" MAX FROM
ANY JOINT OR
CORNER (TYP.)
0
it ° • Ce
O='x0:
d d
OWE O
••••
••
•. • .
•
• • •
• • • •
•• ••
•••• •• •
• • • • •
•••• • ••
••• •
• • • •
•• •• ••
•
• •
• •
• •
•
• • • •
• • • •
• •
• • •
•• •
• • •
••• • • •
E
EXISTING HOST
METAL STRUCTURES (STEEL OR
ALUM. 1/8" MIN. THICK)
STEEL: Fy= 36 KSI MIN.
ALUMINUM: 6063-T5 MIN.
1x OR 2x WOOD
BUCK (OPTIONAL).
NOT BY T.M.
1/4" MAX SHIM
ANCHORS PER
ANCHOR SCHEDULE.
SEE TYPICAL
ELEVATION ON
SHEET 2/8 FOR
SPACING
O
0
0
w
H
SEAL SCREW HEADS
WITH SEALANT (TYP.)
i1/4" MAX SHIM
lx OR 2x WOOD BUCK
ED.EDIST
ANCHORS PER ANCHOR
SCHEDULE. SEE TYPICAL
ELEVATION FOR SPACIN
1/4" MAX SHIM
WOOD BUCKS AND METAL STRUCTURE NOT BY TM WINDOV
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
(OPTIONAL). NOT BY T.M.
\\.
EXISTING HOST
STRUCTURE
X4/25/2015 - 1:22pm
TYPICAL SECTION
' = 1' 0" VERT SECT
• • ••
• •
• • ••••
• • • •
•• • • • •
• • • •
• • ••
•
•
•••• •• •
• • • • •
•••• • ••
••• •
• • • •
•• ••
• •
• •
• • •
•• •
• •
•
•
• •
• •
• •
�•
• • •
• •• • •
• •
VAProjects\15-2372 Series 525 Casement Window - FSA - Update FL16132 for 2014 Florida Bldg -ProjectWVP115-2372b_Series 525 Casement - FL Statewide Approval.dwg
04/25/2015 1:22pm
ANCHORS PER ANCHOR
SCHEDULE. SEE TYPICAL
ELEVATION ON SHEET 2/8
FOR SPACING
METAL STRUCTURES (STEEL OR
ALUM. 1/8" MIN. THICK)
STEEL: Fy= 36 KSI MIN.
ALUMINUM: 6063-T5 MIN.
1/4" MAX SHIM
SEE MULLION APPROVALS FOR
MULLION TYPE AND SIZE.
ANCHORS PER ANCHOR
SCHEDULE. SEE TYPICAL
ELEVATION ON SHEET 2/8
FOR SPACING
BED OF
SEALANT
—•
FRAME WIDTH
1BY OR 2BY
WOOD BUCK
ANCHORS PER
ANCHOR SCHEDULE.
SEE TYPICAL
ELEVATION ON SHEET
2/8 FOR SPACING
OPTIONAL JAMB CONDITION
6" = 1'-0" HORIZ SECT
L
1/4" MAX SHIM
o
TYPICAL SECTION
6" =
SCHEDULE "A"
HORI2
DESIGN loOkiliCAPACITY
FCAM% •
HEICIOT
•
• FRAME• • •
• INID1-1
GLASS 1W% On
•GLAS
(,+) P.S.F
(-) P.S.
(+) P.
•••• ••
••••
•
26114".„ •
• 70
70
• 75 :
75
II We • •
70
70
'70
_
37"
-•
38"
• • IF
• • •
-•
70
•
•••••
VA; •
20/2' • •
----17• • -No
. 38" •
70 .
77-0
• 70
•I• • 4
0 *X* •
• elf* • II
70
- -i-0-
70
•
•
•
.
• 260/2" •
70.,7,,56
•• a
70
tO 54 •
• ••-•-•-•
• 'I}
, 38"
70
75 i
70
70
4—
70 I
ar—
p
iv
• Sell • •
•
•
63"
26 1/2" •75
70
75
70
70
37"
38"
70
75
70
74 1/4"
26 1/2"
37"
38"
70
70
70
75
75
75
70
70
70
78"
26 1/2"
37"
38"
70
70
70
75
75
75
70
70
70
V:\Projects\15-2372 Series 525 Casement Window - FSA - Update FL16132 for 2014 Florida Bldg -Project \WP115-2372b Series 525 Casement - FL Statewide Approval.dwg
04/25/2015 - 1:22pm
rY
LEFT HAND SHOWN
0.446 -
MATERIAL ZAMAC 3
LTS DUAL ARM OPERATOR
PART #
DESCRIPTION
OP -10603G
LTS DUAL ARM OPERATOR LH
IMATERIAL: POWDER COATED CARBON STEEi
-0.775
ATTACHMENT ANCHORS:
FRAME SILL ATTACHED WITH (2) #10x 5/8" PHILLIPS FH,
SS, UNDERCUT, SMS. ARM OPERATOR TRACK ATTACHED
WITH (3) #8x 3/4" PHILLIPS FH, SS, SMS SCREWS.
PIVOT ARM ATTACHED WITH (3) #8x 3/4" PHILLIPS FH,
SS, SMS SCREWS.
2.989
O
—r
0
I --1.094f1.094
0.50
In
(MATERIAL: ZAMAC 31
MATERIAL: COMPOSITE
L SHAPE STUD BRACKET
PART #
DESCRIPTION.
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NOTE: GLASS COMPLIES WITH ASTM E13C
MATERIAL SCHEDULE
ITEM
PART
DESCRIPTION
MATERIAL
MANUF./S
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CASEMENT FRAME SILL/JAMB/HEADER EXTRUSION
6063—T6
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OTM
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1/8" GLASS STOP FOR 9/16" GLASS
6063—T6 ••••
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ADVANTAGE
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NOTE:
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EXPOSED
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P.E.RUTU
ENGINEERING EXPRESS®
PRODUCT EVALUATION REPORT
vAs
Product Evaluation Report
4/22/2015
Application Number:
EX Project Number:
Product Manufacturer:
Manufacturer Address:
Product Name & Description:
FL# 16132.1-R1
15-2372
TM Windows, LLC
601 N.W. 12th Ave.
Pompano Beach, Florida 33069
Series 525 Casement Window
Large & Small Missile Impact Resistant
Scope of Evaluation:
This Product Evaluation Report is being issued in accordance with the requirements of the Florida
Department of Business and Professional Regulation (Florida Building Commission) Rule Chapter 61G20-
3.005, F.A.C., for statewide acceptance per Method 1(d). The product noted above has been tested
and/or evaluated as summarized herein to show compliance with the Florida Building Code Fifth Edition
(2014) and is, for the purpose intended, at least equivalent to that required by the Code. Re-evaluation of
this product shall be required following pertinent Florida Building Code modifications or revisions.
Substantiating Data:
• PRODUCT EVALUATION DOCUMENTS
. • .. •
•
•....
.
• .
.. . • .
....
EX drawing #15-2372 titled "Series 525 Casement Window", sheets 1-8, prepared by Engirieeting
Express, signed & sealed by Frank L. Bennardo, P.E. is an integral part of this EvaluatiorbR'e}dft.
• . .
• TEST REPORTS
Uniform static structural performance has been tested in accordance with TAS 202 test s#Ndhds ped test •
report #1213.01-12 by American Test Lab of South Florida (ATL). ••
Large missile impact resistance and cyclic loading performance have been tested in accordance with TAS
201 & 203 test standards per test report(s) #1213.01-12 by American Test Lab of South Florida (ATL).
.••
. ..
•. .
• •
.•
• ..
..• •
..
•
• STRUCTURAL ENGINEERING CALCULATIONS
Structural engineering calculations have been prepared which
evaluate the product based on comparative and/or rational
analysis to qualify the following design criteria:
1. Anchor Spacing
2. Maximum Allowable Size/Pressure
Combinations
3. Glass Capacity
4. Anchor Capacity
No 33% increase in allowable stress has been used in the
design of each product.
The following are approved for use in the HVHZ as specified in
Raised Engineer's
Pages 1 ti'
Frank L. Benna
# PE0046549
'tow iihA�,.i,„
!!cBiC'N4i y�B
• V GNS j:t`JO �i
654 : �
"
�
'
>f a`
v
their corresponding NOAs: IIIOI
.
•
•
•
FIE.•
160 SW 12" AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
FzENGINEERING
EXPRESS 4/22/2015
TM Window, LLC. — Series 525 Casement Window (LMI & SMI) Page 2 of 2
• Saflex PVB Interlayer by Eastman Chemical Company (NOA # 14-0423.17)
• DuPont PVB Interlayer by E.I. DuPont De Nemours & Co., Inc. (NOA #13-0129.27)
Impact Resistance:
Large and Small Missile Impact Resistance has been demonstrated as evidenced in previously listed 'est
reports, and is accounted for in the engineering design of this product.
Wind Load Resistance
Each product has been designed to resist wind Toads as indicated in the design schedule(s) on its
respective Product Evaluation Document (i.e. engineering drawing).
Installation
Each product listed above shall be installed in strict compliance with its respective Product Evaluation
Document (i.e. engineering drawing), along with all components noted therein.
Each product component shall be of the material specified in that product's respective Product Evaluation
Document (Le. engineering drawing).
Limitations & Conditions of Use: ••••
•..•
Use of each product shall be in strict accordance with its respective Product Evaluation C1oathiOnt (i.e.. •
••
engineering drawing) as noted herein. •. • • •
•
All supporting host structures shall be designed to resist all superimposed Toads and sham be of a material
listed in each product's respective anchor schedule. Host structure conditions which areirLoMocountea••.
for in each product's respective anchor schedule shall be designed for on a site-specific pg§is•t;y a • • •
registered professional engineer. • • • •
All components which are permanently installed shall be protected against corrosion, corittMit tion, and*
other such damage at all times. •
•
• •
•
•
• •
•
•
•
• • ••
Each product has been designed for use within the High Velocity Hurricane Zone (HVHZj••• : ••• • •
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW.ENGEXP.COM
--W ENGINEERING
EXPRESS®
A FRANK L. BENNARDO, P.E., INC. INNOVATION
4/22/2015
Florida Department of Business and Professional Regulation
1940 North Monroe Street, Tallahassee FL 32399
Regarding: TM Windows, LLC
Series 525 Casement Window (Large & Small Missile Impact Resistant)
Project #15-2372
To Whom It May Concern:
Please be advised that the below -signed engineer does not have nor will acquire a
financial interest in the company manufacturing or distributing the product(s) for which an
evaluation report or validation certification has been prepared, as referenced above. This
engineer is not owned, operated, nor controlled by the manufacturer or distributor noted above
and does not have any financial interest in any other entity involved in the approval process of
the above -noted product(s).
Respectfully,
Frank L. Bernardo, P.E.
Frank L. Bennardo, P.E., Inc.
FL PE 0046549
Cert of Auth #9885
No, 46549
*
STATE OF .• c . ;
..t4ON°RALID:. '' ******* Ni**/
• •
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•
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••.••
•
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••• • •
• •
160 SW 12TH AVENUE #106 DEERFIELD BEACH, FL 33442
PHONE: 954-354-0660 FAX: 954-354-0443
WWW. ENGEXP.COM
2/11/2016
Business
Professiona
et u ation
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Professi
Regulation
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Product Approval Menu > Product or Application Search > Application List > Application Detail
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration Date
Validated By
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Sections from the Code
FL16132-R1
Revision
2014
Approved
T M Windows LLC
1543 North Powerline Rd
Pompano Beach, FL 33021
(305) 888-0077
joe_sixto@usalum.com
Frank Bennardo
frank@engexp.com
Windows
Casement
• •
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••
Evaluation Report from a Florida Registe•trd►Arichitect or a•Licensed
Florida Professional Engineer • • • • • •
?' Evaluation Report - Hardcopy Received •
• • •
•• •
Frank L. Bennardo, P.E.
PE -0046549
National Accreditation and Management Institute
12/31/2019
Keith E. Lorinos, PE
i✓ Validation Checklist - Hardcopy Received
FL16132 R1 COI Indep.pdf
Standard
TAS 201
TAS 202
TAS 203
haps://floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXOwtDgvyf4ngAXhlow6X4oBzkns4ihkCzz27vS1bKT80JrUmpw%3d%3d
Year
1994
1994
1994
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1/2
2/11/2016 Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
04/27/2015
04/29/2015
05/06/2015
06/22/2015
FL #
Model, Number or Name
Description
16132.1
Series 525 Casement Window
Aluminum Casement Window Large and Small Missile Impact
Limits of Use
Approved for use in HVHZ:
Approved for use outside
Installation Instructions
FL16132 R1 II Dwo.Ddf
Yes
HVHZ: Ye
Verified By: Frank L. Bennardo P.E. PE -0046549
Created by Independent Third Party: Yes
Evaluation Reports
FL16132 R1 AE Eval.Ddf
Impact Resistant: Yes
Design Pressure: +70/-75
Other:
Created by Independent Third Party: Yes
Back
Next
Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida is an AA/EEO employer. Cooyriaht 2007-2013 State of Florida. :: Privacy Statement :: Accessibility Statement :: Refund Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic
mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section
455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have
one. The emails provided may be used for official communication with the licensee. However email addresses are public record. if you do not wish to supply a
personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter
455, F.S., please click here .
Product Approval Accepts:
mi
rTKICC'
CreditSAtFE
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https://floridabuildi ng.org/pr/pr_app_dtl.aspx?param=wGEVXOwtDgvyf4ngAXh10w6X4oBzkns4i hkCzz27vS1 bKT80JrUmpw%3d%3d 2/2
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