WS-13-6290Miami Shores villagc
Building Departmea t '`A,, �14
10050 N.E.2nd Avenue, Miami Shores, Florida 38
Tel: (305) 795.2204 Fax: (305) 756.8972 .q
INSPECTION'S PHONE NUMBER: (305) 762.494
BUILDING
PERMIT APPLICATION
Permit Type: BUILDING
FBC 20
Permit No. S �, 1 -CZ 1
Master Permit No.
ROOFING
JOB ADDRESS: Pie J �[
City: Miami Shores County: Miami Dade Zip: a3 ) :!W
Folio/Parcel #• \ \ - 10. try 2! ) ash 0::O
Is the Building Historically Designated: Yes
OWNER: Name (Fee Simple
NO A, Flood Zone:
Address: -:16, 0, 'A
City: _C_( AA^^ (° S wyQe5 State: Zip: !S3 t S l�
Tenant/Lessee Name: XA (A l�hnnc.$•
Email: ka�L,) L,> CS-r -O-W Cc) C;ffll t-
CONTRACTOR: Company Name: nL Phone #:
Address:
City: State Zip:
Qualifier Name: Phone#:
State Certification or Registration #: Certificate of 'Competency #:
Contact Phone#: Email Address:
DESIGNER: Architect/Engineer: Phone #:
Value of Work for this Permit: $ ��-- . �� Square/Linear Footage of Work:
Type of Work: ❑Addition
Description of Work:
ONew Re /Replace ODemolition
c° -4k Sic) C rr5
Color thru ee:
Submittal Fee $ Permit Fee $
Scanning Fee $
Radon Fee $
Notary $ Training/Education Fee $
Double Fee $ Structural Review $
CCF $ CO /CC $
DBPR $ Bond $
Technology Fee $
TOTAL FEE NOW DUE $
Bonding Company's Name (if applicable) _
Bonding Company's Address
City State
Mortgage Lender'`s Name (if applicable) S
0
zip
Mortgage Lender's Address Pc2rNX 0335 3 VEti
City C6.5 t`> State Mowo Zip S'i�
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. 4
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE
RECORDING YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved a r inspection fee will be charged
Signature Signature
Owner or Agent Contractor
The foregoing instrument was acknowledged before me this-6L— The foregoing instrument was acknowledged before me this
day of G�UGvrc� 20 !�_, by I ICY nn� 2a� E SC�Iay of , 20 _, by ,
who is personally known tome or who has pr4wmnapoo T who is personally known tome or who has produced 7100 7-a
As identification an�v�o did'f�e an as identification and who did take an oath.
!tlfID�'
My Commission Expires:
APPROVED BY [l ' 1'T • Plans Examiner
Structural Review
(Revised 3 /1=012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
My Commission Expires:
Zoning
Clerk
NOTARY PUBLIC:
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NOTARY PUBLIC:
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Sign:
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Sign:
Print:
- - '�''�i.,.__ ,.��`��\
Print:
!tlfID�'
My Commission Expires:
APPROVED BY [l ' 1'T • Plans Examiner
Structural Review
(Revised 3 /1=012)(Revised 07 /10 /07)(Revised 06 /10/2009)(Revised 3/15/09)
My Commission Expires:
Zoning
Clerk
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MIAMI•DAUE i�ILOH DADE COUNTY
e PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMMNISTRATION DIVISION T (786) 315 -2590 F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) .miamidnde.gov /economx
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitt b n reviewed and accepted by Miami -Dade County RER -
Product Control Section to s t a e County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be vali t ex do ate stated below. The Miami Dade County Product Control
Section (In Miami Dade Co or a (' areas other than Miami Dade County) reserve the right
to have this product or mate lal a surance purposes. If this product or material fails to
perform in the accepted in r ill incur the expense of such testing and the AHJ may
immediately revoke, m r s e use uch product or material within their jurisdiction. RER
reserves the right to revok , if i determined by Miami -Dade County Product Control
Section that this product or al a s to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone,
DESCRIPTION: Series "Eco -Guard 100" Aluminum Single Hung Window — L.M.I.
APPROVAL DOCUME o ' 1 "Eco -Guard Series -100 Alum. S.H. Wdw.
(L..M.I.)", sheets -. sion B dated 01 /11 /13, prepared by Al -Farooq
Corporation, sign '' 1 P ng the Miami -Dade County Product Control
Revision stamp w oti ' xpiration date by the Miami -Dade County
Product Control S
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,
modellseries, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12- 0223.24 and consists of this page l 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. 13-0206.04
Expiration Date: April 08, 2014
Approval Date: May 02, 2013
Page 1
,je I
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBAUTTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09 -08, titled "Eco -Guard Series -100 Alum. S.H. Wdw. (L.M.L) ",
sheets 1 through 6 of 6, dated 02/12/09, with revision B dated 01/11/13, prepared by
AI- Farooq Corporation, signed and seated 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) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94
along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI -0$ 2166A, dated 12/15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted underNOA #09- 0224.07)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with installation diagram of a 106 -1/2" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI- 082166C, dated 12/ 15, 2009, signed and sealed by Candido
F. Font, P.E.
(Submitted under NOA #09- 0224.07)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202 -94
4) Forced Entry Test, per FBC 24113.2.1 and TAS 202 -94
along with installation diagram of a 53 -1/4" wide x 76" high ECO -Guard Series 100
aluminum single hung window, prepared by Hurricane Engineering & Testing Inc.
Test Report No. HETI -08 -2168, dated 12/15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA #09- 0224.07)
4. 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 installation diagram of a 53 -1/4" wide x 76 -1/4" high ECO -Guard Series
100 aluminum single hung window, prepared by Hurricane Engineering & Testing
Inc. Test Report No. HETI -08 -2170, dated 12/15/09, signed and sealed by Candido F.
Font, P.E.
(Submitted under NOA #09- 0224.07)
Manuel P 'ffliez' P l;.
Product ControlExa er
NOA No.1 - 06.04
Expiration Date: April 08, 2014
Approval Date: May 02, 2013
E -1
Y � t
Eco Window Svstems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2010,
dated 01/30/12, prepared by Al- Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted under previous NOA #12- 0223.24)
2. Glazing complies with ASTM E1300 -04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 114624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butaeite@ PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010, and of no financial
interest, dated January 30, 2012, signed and scaled by Javad Ahmad, P.E.
(Submitted under previous NOA #12- 0223.24)
G. OTHER
1. Notice of Acceptance No. 12-0223.24, issued to Eco Window Systems, LLC for their
Series 100 ECO- Guard" Aluminum Single Hung Window — L.M.I. ", approved on
05/03/12 and expiring on 04/08/14.
Manuel P Mefez, P
Product Control a iner
NOA No. 13 -0 6.04
Expiration Date: April 08, 2014
Approval Date: May 02, 2013
E -2
ECO -GUARD SERIES -100
ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF 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.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING 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.
MATERIALS INCLUDING BUT NOT LIMITED TO STEM TAAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MA SHALL MEET THE
REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4.
FALSE NUNTINS NO ANCHORS AT SILL
(SURFACE APPLIED) 48`
OPTIONAL 7 31
O.LO.
so 3 /tr
VENT WIDTH
EQUAL LITES
TYPICAL ELEVATIONS
TESTED UNITS
THESE WINDOWS ARE RATED FOR LARGE MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
UNEQUAL LITES (ORIEL TYPE)
O� a
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PRODUCTRBVIS® T 4
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By
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7 W09 -08
4
UNEQUAL LTTE3 WINDOWS
DS81GN LOAD CAPACITY - P9F
FIANCE DM.
OIA89 TYPE 'A'
GLASS TYPE 'H'
vIDTN
HEIGHT
EXT.( *)
1M.( -)
EXT.(+)
iM.( -)
f9 -t /8°
24'
28 -t/2°
32'
3Y
,�•
ae•
ss -t/e'
30 -s /a•
(4)
78.0
90.0
73A
EQUAL IdTE3 SYINDOtiY3
78.0
90.0
WIDTH
90A
78.0
VADTH
4y II�
90A
DI?f;ION WAD CAPACITY - P8F
FIANCE DIMS. OIASa TYPE 'A' OLA8.5t TYPE 'H'
�.0
7sa
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75.0
90.0
78.0
90A
7sa
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9oa
75A
90.0
7so
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Z
83°
(g)
47DTN
18 -1/8'
ti1:T(81T
IXT.(+)
78,0
tM. { -)
80A
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78.0
1M.( -)
80.0
78.0
90.0
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78A
80A
73A
9a0
78.0
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730
90.0
730
90.0
79.0
90.0
75.0
9D.0
-
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79.0
80A
R
-
24°
90.0
73.0
90.0
75.0
90A
75.0
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28°
73.0
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78.0
90.0
73.0
90.0
73.0
90.0
75.0
U
32°
(3)
73A
90A
78.0
86.0
19 -1/8°
aa°
28 -t /2'
sa•
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ao°
as°
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93°
(s)
73.0
90.0
75.0
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730
90.0
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40°
48"
90.0
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90A
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75.0
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80A
73o
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t9 -1/a°
aa°
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3Y
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48°
53 -1/8'
78'
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75.0
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73.0
90A
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90A
Cp&�q
90.0
19 -1/8'
90A
75.0
90.0
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90A
730
90.0
730
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24'
75.0
90A
73.0
90.0
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73.0
Sao
75.0
98A
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36 -3/8°
79.0
90.0
78A
90.0
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48° 75.0 90A 75.0 90.0
EQUAL LITES ? UNEQUAL UTES (ORIEL TYPE)
S3 -i /8•
75.0
80.0
73.0
90.0
O
19 -1/8'
24°
75.0
75.0
90.0
80.0
73.0
79.0
80.0
90A
ei
28 -1/2'
75.0
90.0
75.0
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N
32°
30 -5/8"
73.0
90.0
7SA
90.0
a
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3/18° HEAT STRFN'D. GLASS
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.090° MTERLAYER
080° INTERiAYER
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aUTACITE PVB BY 'OUPON7'
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7/8° HEAT STREN'D. GLASS 3/78" HEAT STREN'D. MASS
NOTE:
� a"
SILICONE
GLASS CAPACITIES ON THIS SHEET ARE
SEC. GUSTS)
s
Z
$
BASED ON ASTM E1300 -04 (3
AND FLORIDA BUILDING COMMISSION
m m 1 DECLARATORY STATEMENT DCACS- DEC -219
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GLAZING OPTIONS
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UNEQUAL LTTE3 WINDOWS
DS81GN LOAD CAPACITY - P9F
FIANCE DM.
OIA89 TYPE 'A'
GLASS TYPE 'H'
vIDTN
HEIGHT
EXT.( *)
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EXT.(+)
iM.( -)
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24'
28 -t/2°
32'
3Y
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30 -s /a•
(4)
78.0
90.0
73A
90A
78.0
90.0
78.0
90A
78.0
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79.0
90A
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75.0
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78.0
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7so
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79 -1 /8°
24'
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32'
37•
q0`
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83°
(g)
75.0
90.0
75.0
80.0
75.0
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78.0
90.0
7sA
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78A
80A
73A
9a0
78.0
�.0
730
90.0
730
90.0
79.0
90.0
75.0
9D.0
-
-
79.0
80A
-
75.0
90.0
40°
48°
33 -1/8°
78'
(8)
75.0
80A
75.0
90.0
73A
90A
78.0
8a0
7SA
80A
78.0
90.0
73A
98.0
78.0
80.0
0
78.0
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73.0
90.0
73.0
90.0
75.0
90.0
75.0
90.0
_
73.0
90.0
75.0
80.0
19 -1/8°
aa°
28 -t /2'
sa•
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as°
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93°
(s)
73.0
90.0
75.0
90.0
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UNEQUAL LTTE3 WINDOWS
DS81GN LOAD CAPACITY - P9F
FIANCE DM.
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GLASS TYPE 'H'
vIDTN
HEIGHT
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78.0
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SEE EUD
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WDW.
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACM
/4° DIA. TAPCON BY 'ITW (Fu-120 K9, Fy=e2 KM)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1 -1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/2° MIN. EMBED INTO CONC. OR MASONRY
1f4° OLe TEKS OR SELF DRILLING SCREWS (GRADE s Ctrs)
INTO METAL STRUCTURES
STEEL : 1/8° THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8° THK. MIN. (6063 -TS MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
J14 SMAS OR _SELF DRILLING SCREWS (ORADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = .090')
(NO SHIM SPACE)
TYPICAL EDGE DISTANCE ,
INTO CONCRETE AND MASONRY = 2 -1/2° MIN.
INTO WOOD STRUCTURE = 1° MIN.
INTO METAL STRUCTURE - 3/4° MIN.
CONCRETE t'c - 300D PSI MIN.
MASONRY Pm a 2000 PSI MIN.
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SEALANT:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
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3 FY103 2 FRAME JAMB 6063 -To - C
4 FY104 1 FIxED MTG. RAI 6063 —TO — I
S FY105 t VENT TOP R41L 6063 —T6 —
6 FYI 14 1 VBOTTOM RAIL 6053 —TO
7 FY107 2 SIDE RAIL 6063-76
APPROVED MCOUNTY a FYIO5 AS ROD. G BEAD (5/16" LAM. GLASS) 6083 —TO
SEE SEPARATE NOA TYPICAL ANCHORS 'GLAZING
SEE ELEV. FOR SPACING 8A FY109 AS ROD. BEAD (7/18' L41L GLASS)
9 FY116 2/VENT STOP 6063 —T5
12 SL203P 2/VENT LATCH, AT 12 -1/2" FROM ENDS ZAMAK StR.LNAN & essDa Q
12A ®8 x S /a' 2/ LATCH INST. 1� M ST. STEEL Fit SMS
14 a9 X 1' AS RECD. k VENT ASSEMBLY SCREWS CRS PH SIAS
14A fe X 3/e' 2/ VENT M RAIL ASSEMBLY SCREWS CRS PH SMS
15 E207 AS READ. M RAR. SEAL. - SERIES 101 NEOPRENE ULTRAFAS E l l 16 E203 AS REOD. NG READ BULB SANTOpRENE ULTWAB
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19A 86 X 3 /E" 1/ GUIDE SASH GUIDE IKST. SCREW CRS off SMS TYPE a `" J
20 F210 2/VENT SASH BALANCE SUPERBOOST BY 89 (A
20A 08 x 5/e" l/ amAm BALANCE RAST. SCREW P FIR SMS p
HANOOW WIDTH WWDOW WIDTH _ S¢1CONE FRAM( LOWE H v
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23 FY120 - FLUSH FRAME ADAPTER 6063 -70 OPTIONAL $ n
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t4 9 ....... mow. ADt ay. 9114 N.W. 106 STREET
MEDLEY, FL. 33178
C, o chk. pY• TEL (305) ffi3 -5299 FAX (30.5) 8113 -M2
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EW09VEER8 & PRooucr oevELOPMEMC
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u FIX. MEETING RAIL . d 1047 121.7
1.250 062
2.083
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VENT TOP RAIL
® VENT SMOM RAIL
w FRAME SILL
�-- 1.434
1.067 .062 1.1140
.621 -�
VENT SIDE RAIL
2.888
.082
100 �i60
2.611
23 FLUSH FRAME ADAPTER
III 1 t+
FRAME CORNERS DETAIL 9
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VENT TOP RAIL
® VENT SMOM RAIL
w FRAME SILL
�-- 1.434
1.067 .062 1.1140
.621 -�
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100 �i60
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23 FLUSH FRAME ADAPTER
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FM
JAN 0,0 2014 CITY
MIAMI. DADS y. U Ar MIAMI DADE COUNTY
• ODUCr CONTROL SECTION
DEPARTMENT OF REGULAT Y AND ECONOMIC R 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T(796) 315 -2590 F (786) 315-2599
NOTICE OF ACCEPTANCE {NOA) w — miamidade.eov /ecanamv
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
SCOPE:
This NOA is being issued under the applicable rules and re la ions 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: Series "Eco -Guard 200" Aluminum Horizontal Rolling Window – L.M.I.
APPROVAL DOCUMENT: Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling
Wdw. (L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13, prepared by AI-
Farooq Corporation, signed and scaled 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 tiled and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
.INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12- 0221.05 and consists of this page i 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.
NOA No. 13-0206.03
Expiration Date: May 27, 2014
Approval Date: May 02, 2013
l0q/ Page 1
A
Eco Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W09 -12, titled "Eco -Guard Series -200 Alum. Horiz. Rolling Wdw.
(L.M.I.)" sheets 1 through 7 of 7, dated 02/24/09, with revision C dated 01/11/13,
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) Forced Entry Test, per FBC 24113.2.1, TAS 202 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI- 08- 2226A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09- 0312.08)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI- 08- 2226B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under tYOA #09- 0312.08)
3. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI -08 -2227, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09- 0312.08)
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) Forced Entry Test, per FBC 24113.2. 1, TAS 202 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI- 08- 2228A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09- 0312.08)
E -1
4 6• iv t ? f
Mann e Pe P. .
Product Control xaml r
NOA No. 13- .03
Expiration Date: May 27, 2014
Approval Date: May 02, 2013
Eco Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (coNummD)
5. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI -08 2228B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09- 0312.08)
6. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI -08 -2229, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09- 031208)
7. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. HETI -08 2230A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted uu der NOA #09- 0312.08)
8. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with marked -up drawings and installation diagram of a XOX aluminum
horizontal sliding window, prepared by Hurricane Engineering & Testing, Inc., Test
Report No. IIETI- 08- 2230B, dated 01/15/09, signed and sealed by Candido F. Font,
P.E.
(Submitted under NOA #09 0312.08)
C. CALCULATIONS
1. Anchor verification calculations and structural and comparative analysis prepared by
Al -Farooq Corporation, complying with FBC -2010, dated 01/27/12, signed and sealed
by Javad Ahmad, P.E.
(Submitted under previous NOA #12- 0221.05)
2. Glazing complies with ASTM E1300 -04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Econoz)ic Resources (RER)
Manuel Per
Product Control Exa r
NOA No. 13-0206.03
Expiration Date: May 27, 2014
Approval Date: May 02, 2013
E -2
Eco Windows Systems, LLC
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
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 12111/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010, and of no financial
interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA #12- 0221.05)
2. Proposal No. 08 -1490 issued by BCCO, Product Control, dated October 08, 2008,
signed by Renzo Narciso, P. E.
(Submitted under NOA #09- 0312.08)
G. OTHER
1. Notice of Acceptance No. 12-0221.05, issued to Eco Window Systems, LLC. for their
Series "Eco -Guard - 200" Aluminum Horizontal Rolling Window — L.M.I., approved
on 04/26/12 and expiring on 05/27/14.
Manuel Per , .E
Product Control fttm
11jpt
NOA No. 13-0206.03
Expiration Date: May 27, 2014
Approval Date: May 02, 2013
E -3
NCO —GUARD SERIES -200
ALLU-MINUM HORIZONTAL RQUING i9IND i
DES" LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MEWL —BADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
IK4 HHUPUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUALLXNG CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD W= 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.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
NEAT STREN'D. MASS
.090° INTERLAYER
BUTACITE PVB BY 'DUPONT'
-IA!* HEAT 511tEN'0. CLASS
WINDOW WIDTH
3 1/2° MAX.
i.m /SIU
3 1/2' MAX. 4
CORNERS
�4'
A
�I li
11 LI
li /• iL D
'i /. i� E
t7
li iL
li it
B
FALSE Mf1NTINS
iStaiFACE APPLIED]
31 f /4°
32 3/4'
o.L CPC.
D.L OM
MAY 9E U
35 3/e°
NCO —GUARD SERIES -200
ALLU-MINUM HORIZONTAL RQUING i9IND i
DES" LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R. /H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MEWL —BADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
IK4 HHUPUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUALLXNG CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD W= 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.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL /METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
NEAT STREN'D. MASS
.090° INTERLAYER
BUTACITE PVB BY 'DUPONT'
-IA!* HEAT 511tEN'0. CLASS
I Li iI l
B
`� l: MtAJi1N3 32 3/4° 32 3/4'
MAY "$ of_ on o.L oPG
36 7JW
00" C�S � 8" F
m Q m
m I\ m
HEAT STREN'D. GLASS
090° INTERLAYER
SENTWGIAS BY 'OUPON '
-1 /8' HEAT STREN'D. GLASS
GLASS TYPE 'A' GLASS TYPE 'A'
GLAZING OPTIONS
899
UI
2
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V U h
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g� I
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B
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. LJlclalml °! I
SHUTTERS ARE NOT REQUIRED.
S Y
Engr. JAVAD AHMAD PRODUCT REVISED d
em
C.A.N. 74592 BAcceptance
llm FNoBda g
1ptPp • := Z1S14. 8
15 j`product" O1 'win no,
oil ✓ 12
WINDOW WIDTH
3 1/2' MAX. 4
4' 10 5/8' MAX. £
£
00" C�S � 8" F
m Q m
m I\ m
HEAT STREN'D. GLASS
090° INTERLAYER
SENTWGIAS BY 'OUPON '
-1 /8' HEAT STREN'D. GLASS
GLASS TYPE 'A' GLASS TYPE 'A'
GLAZING OPTIONS
899
UI
2
e�
V U h
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g� I
gQ M g »t
Wrn��
B
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. LJlclalml °! I
SHUTTERS ARE NOT REQUIRED.
S Y
Engr. JAVAD AHMAD PRODUCT REVISED d
em
C.A.N. 74592 BAcceptance
llm FNoBda g
1ptPp • := Z1S14. 8
15 j`product" O1 'win no,
oil ✓ 12
DESIGN LOAD CAPACITY - PSF (X0, OX OR XX SIZES)
7PINDOTI DIMS.
A
S/0 REINF.
GWSB TYPE 'A'
D(L( +) INT.( -)
WYCTB RBINF.
OIA$8 TYFB '8'
I W.(+) INL( -)
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NEW
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74"
38 -3/8'
(3)
4
70.0
800
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80.0
4
70.0
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1 90.0
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B
70.0
70.0 1
80.0
87.8
A - NO. OF ANCHOR PER HEAD & SILL
{ ) - NO. OF ANCHORS PER JAMB
4
LEFT AND RIGHT VENTS TO BE OF EQUAL GLASS OLD WIDTHS
'XO OR OX'
DESIGN LOAD CAPACITY - PSF (XOX SIZES)
WINDOW DII98.
A
D 0 Raw.
011088 TYPE 'A'
EXr.( +) INT ( -)
I W" RIDNF.
OLAbS TYPE 'B'
W.( +) INT.( -)
W10TIT
17EI9HT
74'
106 -1/4°
III*
(s)
9
70.0
80.0
80.0
80.0
12
70.0
8.0
8110
90.0
12
70.0
80.0
80.0
90.0
74'
108 -1/4°
111"
30 -3 1g°
(3)
9
70.0
6110
80.0
90.0
12
70.0
80.0
800
90.0
12
70.0
80.0
80.0
904
74°
too- Ile
111`
,
(4)
9
7010
800
80.0
911.0
12
70.0
80.0
80.0
90.0
12
1 70.0
80.0
$0.0
90.0
74°
106 -114`
111*
7r
84'
96°
108°
9
711.0
711.0
89.0
90.0
12
70.0
70.0
MO
82.6
12
70.0
70.0
1 80.0
80.4
72'
84°
96°
108'
24"
(2)
9
70.0
8010
1 80.0
90.0
9
70.0
60A
80.0
90.0
12
70.0
80.0
80.0
90.0
12
70.0
813.0
80.0
90.0
72°
84°
96'
109`
36°
(3)
9
70.0
aa0
80.0
90.0
9
70.0
80.0
80.0
80.0
12
70.0
80.0
80.0
90.0
12
70.0
604
80.0
90.0
72"
84°
96"
108,
487
(4)
1
9
70.0
80.0
80.0
90.0
9
70.0
_i11.067
80.0
90.0
12
70.0
80.0
80.0
90.0
12
70.0
80.0
80.0
60.0
72'
se
96"
109'
80°
(6)
9
70.0
70.0
80.0
90.0
9
70.0
70.0
8110
90.0
12
79.0
70.0
84.0
9010
t 2
70.0
7110 1
8010 1
87.6
A - NO. OF ANCHORS PER HEAD & SILL
( ) - NO. OF ANCHOR PER JAMB
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'X0X'
DESIGN LOAD CAPACITY - PSF (X0X SIZES)
=DOW DIMS.
A
(1 /JW)
AIM REM.
aim TYPE '8'
VOTH
1 QW
EXT.(+)
W.( -)
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'X0X'
DESIGN LOAD CAPACITY - PSF (X0X SIZES)
=DOW DIMS.
A
W/O REINF.
OIAN TYPE 'A'
AIM REM.
aim TYPE '8'
VOTH
1 QW
EXT.(+)
W.( -)
EXT.( +)
INT.( -)
74'
106 -1/4°
lit*
(3)
9
70.0
80.0
80.0
90.0
12
704
80.0
60.0
90.0
12
70.0
80.0
811.0
90.0
74'
108 -1/4°
111'
38 -3/8'
(3)
9
70.0
8110
80.0
9110
12
-
-
8010
90.0
12
-
-
811.0
80.0
74'
60-6/8'
(4)
9
704
80.0
804
911.0
74'
or
(9)
9
70.0
70.0
80.0
9110
7r
84'
96°
108°
24'
(2)
9
70.0
80.0
1 80.0
90.0
9
70.0
80.0
811.0
90.0
t2
70.0
MO
80.0
90.0
12
70.0
80.0
8110
90.0
72'
84°
98'
low
30'
(3)
9
70.0
811.0
a0.0
90.o
9
70.0
80.0
Sao
90.0
12
70.0
80A
80.0
90.0
-
80.0
90.0
72'
84°
96'
(4)
9
70.0
804
BOA
80.0
9
70.0
704
SOA
90.0
12
70 0
70.0
804
90.0
7r
W.
(6)
9
704
70.0
80.0
90.0
A - NO. OF ANCHORS PER HEAD & SILL
{ ) °, NO. OF ANCHORS PER JAMB
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 57.0 PSF
SEE SHEET 4 FOR DETAIL.
NOTE'
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC -219
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OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'
ALL EXTERIOR( +) LOADS SHOWN ON THIS SHEET ARE
FOR WINDOWS WITH ADD -ON RISER AT FRAME SILL
FOR STD. SILL (NO RISER) LIMIT EXT.( +) LOADS TO 57.0 PSF
SEE SHEET 4 FOR DETAIL.
NOTE'
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC -219
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TYPICAL ANCHORS
SEE ELEV. FOR SPACING
FACING
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WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WOW,
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
WEEPHOLES:
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
Wt = 316' X 2 -1/4' WEEPHOLES AT EACH END
J4° DllA. TAPCON BY 'ITN (Fu -120 XSh Fy=92 KSI)
AND 37' O.C. MAX.
1/4' CA. ULTRACON BY 'ELCO' (Fu-177 KS1. Fy=155 KSI)
SEALANT
INTO 26Y WOOD BUCKS OR WOOD STRUCTURES
1 -3/8' MIN. PENETRATION INTO WOOD
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
JOINT SEALER.
THRU 1 BY BUCKS INTO CONC. OR MASONRY
1 -1/4' MIN. EMBED INTO CONIC. OR MASONRY
DIRECTLY INTO CONIC. OR MASONRY
1 -1/4' MIN. EMBED INTO CONC. OR MASONRY
(GRADE 2 CRS)
INTO METAL STRUCTURES
STEEL : 1/8' THK. MIN. (Fy = 36 KSI MIN.)
ALUMINUM : 1/8' THK. MIN. (6063 -T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
414 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI -DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8')
(NO SHIM SPACE)
a
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2 -1/2' MIN.
INTO WOOD STRUCTURE = 1' MW.
ci
INTO METAL STRUCTURE = 3/4' MIN.
W�y
vi
CONCRETE AT HEAD, SILL OR JAMBS T'c = 3000 PSI MIN.
C -90 HOLLCNI /FILLED BLOCK AT JAMBS I m - 2000 PSI MIN.
. °• " 7YPlCAL ANCHORS
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9114 N.W. 106 STREET
MEDLEY, FL 33178
TEL (309) 8W -5299 FAX MS) 885 -9902
H
,AL4FAR000@ CORPORATION a
EINOWEERS & PRODUCr DEVELOPMENT
1236 S.W. 87 AVE T
MIAMI, FLORIDA 33174
77x1. (5081264 0" FAX (3M 882 -SM
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QUANTITY
DESCRIPTION
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MANF. /BUPPTJBR /RBMARX8
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FY201
1.314
FRAME HEAD
8083 -TB
2
FY202
1
FRAME SILL
8083 -T8
-
3
FY203
1
.340
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1.422
FY205
AS REGO.
MOM. FRAME JAMB
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1.378
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QUANTITY
DESCRIPTION
MATERIAL
MANF. /BUPPTJBR /RBMARX8
I
FY201
t
FRAME HEAD
8083 -TB
2
FY202
1
FRAME SILL
8083 -T8
-
3
FY203
1
SILL TRACK INSERT
SOBS-TB
4
FY205
AS REGO.
MOM. FRAME JAMB
6083 -T8
S
Mal
AS REQO.
FOXED FRAME JAMB
6083 -T8
-
6
FY104
I/ VENT
FOXED MTQ RAIL
8003 -T8
-
7
FY105
1/ VENT
VENT INTERLOCK
8083 -TB
-
8
FY208
1/ VENT
JAMB STILE
8053 -78
-
9
FY107
2/ VENT
TOP AND BOTTOM RAIL
6063 -T8
-
10
FY108
AS fEX10.
G AZINO BEAD
6063 -T6
-
11
-
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REINFORCING BAR
STEEL
-
12
-
AS REOD.
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STEEL
-
13
FY204
AS RTEW
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6083 -TB
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14
FY208
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FY209
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FY210
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23
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FOAM LONE
24
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-
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26
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-
PREFERRED EN& PRODUCTS
27
-
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28
FY120
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MIAMI•DADE MIAh -11 DADE COUNTY
will PRODUCT CONTROL SECTION
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADMINISTRATION DIVISION T (786) 315- 2590' F (786) 315 -2599
NOTICE OF ACCEPTANCE (NOA) wmvmlamlaak.eoy/ecanomv
Eco Window Systems, LLC
9114 NW 106 Street
Medley, FL 33178
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: Series 11E co-Guard 300" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W09-20, titled `Eco -Guard Series -300 Alum Fixed Wdw.
(L.M.I.)", sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al- Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Revision stamp with the Notice of Acceptance number and expiration date by the Miami Dade County
Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and following statement: "Miami -Dade County Product Control Approved ", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dada County, Florida, and
followed by the expiration date may be displayed in advertising literature. N any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA# 12- 0223.25 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.
r
l�� NOA No. 13-0206.05
Expiration Date: June 17, 2014
l Approval Date: May 02, 2013
Page 1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W0920, titled "Eco -Guard Series -300 Alum. Fixed Wdw. (L.M.I.) ",
sheets 1 through 5 of 5, dated 03/23109, with revision C dated 01/11/13, 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
along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300
aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc.,
Test Report No. HETI -08 2192A, dated 01/15/09, signed and sealed by Candido F.
Font, P.E. (Submitted under NOA #09- 0413.08)
2. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201 -94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 -94
along with installation diagram of a 971/4" wide x 961/8" high Eco -Guard series 300
aluminum double fixed window, prepared by Hurricane Engineering & Testing Inc.,
Test Report No. BETI -08- 21928, dated 01/15/09, signed and sealed by Candido F.
Font, P.E. (Submitted under NOA #09- 0413.08)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202 -94
2). Uniform Static Air Pressure Test, Loading per FBC, TAS 20294
3) Water Resistance Test, per FBC, TAS 202 -94
along with installation diagram of a 48 1/4" wide x 96 3/8" high Eco -Guard series 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI- 08- 2193A, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Submitted under NOA #09- 0413.08)
4. 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 installation diagram of a 481/4" wide x 96 3/8" high Eco - Guards 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI- 08- 2193B, dated 01/15/09, signed and sealed by
Candido, F. Font, P.E. (Submitted under NOA #09- 0413.08)
5. 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 installation diagram of a 47 5/8" wide x 96" high Eco -Guard series 300
aluminum triangular top fixed window, prepared by Hurricane Engineering & Testing
Inc., Test Report No. HETI -08 -2194, dated 01/15/09, signed and sealed by Candido
F. Font, P.E. (Submitted under NOA #09- 0413.08) f
Manuel Pe ez, E.
Product Control a er
NOA No. 13- 06.05
Expiration Date: June 17, 2014
Approval Date: May 02, 2013
E -1
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS tcowwunl
6. 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 installation diagram of a 50 5/8" wide x 63 1/4" high Eco -Guard series 300
aluminum fixed window, prepared by Hurricane Engineering & Testing Inc., Test
Report No. HETI- 08- 2195A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted underNOA #09- 0413.08)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC -2010,
dated 01/27/12, prepared by Al- Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
(Submitted under previous NOA #12 0223.25)
2. Glazing complies with ASTM El 300-04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlasg 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.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC -2010, and of no financial
interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA #12- 0223.25)
G. OTHER
I. Notice of Acceptance No. 12-0223.25, issued to Eco Window Systems, LLC for their
Series "300 ECO- Guard" Aluminum Fixed Window -- L.M.I., approved on 05/03/12
and expiring on 06/17/14.
11-M r
Manuel fferez, . .
Product Control Exa iner
NOA No. 13 -02ZO . 5
Expiration Date: June 17, 2014
Approval Date: May 02, 2013
E -2
-z.363
052
T
2.St 1
0 FLUSH FRAME ADAPTER
Q FRAME HEAD /SILL /JAMB
7311 I
.813 II .803
® OWING BEAD
r1.II
3
050
ANCHOR COVER
ECO —GUARD SERIES -300
ALUMINUM FIXED WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEETS 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF FD(. /FOX. OR FD(ED 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.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
WOOD BUCKS BY OTHERS. MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING 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.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA SLOG. CODE SECTION 2003.8.4.
I
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CAN. 38 Accepteluallo�
: re tip Data $ 'L
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3/16° AIL GLASS 3/18• HEAT STREN'D. MASS
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IS X 1 -1/4° SMS #8 X 1 -1/4' SNS
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_GLASS TYPE 'C' GLASS TYPE 'D'
GI AZING OPTIONS
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78.0
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24'
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38'
42'
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NOTE:
GLASS CAPACITIES 13 THIS SHEET ARE
BASED ON ASTM E1300 -04 (3 SEC. GUSTS).
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1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1 -1/4" MIN. EMBED INTO CONC. OR MASONRY
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INTO METAL STRUCTURES
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(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
#14 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
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Product Aomoval Menu > Product or Aoolkation Search > Aooikation Ust > AppgCadon DetaQ
FL #
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address /Phone/Email
Authorized Signature
Technical Representative
Address /Phone/Emall
Quality Assurance Representative
Address /Phone/Emal1
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Documentation from approved Evaluation or Validation Entity
FL4940 -R3
Aff ffnation
2010
Approved
Masonite International
1955 Powis Road
West Chicago, IL 60185
(615) 441 -4258
sschreiber@masonite.com
Steve Schreiber
sschreiber@masonite.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Usting
National Accreditation & Management Institute,
National Accreditation & Management Institute,
Standard
Year
TAS 201
1994
TAS 202
1994
TAS 203
1994
ad:i affirm that there are no changes in the new i lorice
Buiiding Code which affect my product(s) and my
product(s) are in compliance with the new Florida
Buiiding Code,
ves : No N/A
hnp : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012
1'1V11UYt D1111U111g WUC V111111G
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Date Revised
Method 1 Option A
02/14/2012
02/14/2012
02/17/2012
03/11/2012
rage z or s
Summary of Products
FL
Model, Number or Name
Descri Von
940.1
Metal -edge Steel Side - Hinged
6' -8" Opaque I/S and O/S Single Door
Door Units
Limits of Use
Certification Agency Certificate
Approved for use in HVHZ: Yes
FL4940 R3 C CAC NI006115- R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +76.0/ -76.0
Installation Instructions
Other. Evaluated for use In locations adhering to the
FL4940 R3 II FL0132.Ddf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 3' -0" x 6' -8" max nominal size. Max DP
Evaluation Reports
= +/- 76.0. When large missile Impact resistance is
FL4940 R3 AE 504A.Ddf
required, hurricane protective system is NOT required.
Created by Independent Third Party: Yes
See installation drawing DWG- MA- FLO132 -05 for
additional Information.
4940.2
Metal -edge Steel Side - Hinged
IDoor
6' -8" Opaque I/S and O/S Door w/ or w/o Sldelites
Units
Limits of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC NI006115- R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +55.0/ -55.0
Installation Instructions
Other. Evaluated for use in locations adhering to the
FL4940 R3 U FL0132.Ddf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
I by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 12' -0" x 6' -8" max nominal size. Max DP
Evaluation Report's
_ +/- 55.0. When large missile Impact resistance is
FL4940 R3 AE 502A.Ddf
required, hurricane protective system is NOT required on
Created by Independent Third Party: Yes
C panels, but is required on glazed panels. See
installation drawing DWG- MA- FLO132 -05 for additional
information.
4940.3
IDoor
Metal -edge Steel Side - Hinged
W -0" Opaque I/S and O/S Door w/ or w/o Sidelites
Units
Limas of Use
Certification Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC NI006115- R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: Yes
12/31/2014
Design Pressure: +48.3/ -48.3
installation Instructions
Other: Evaluated for use In locations adhering to the
FL4940 R3 II F1,0133.Ddf
Florida Building Code including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 12' -0" x 81-0" max nominal size. Max DP
Evaluation Reports
= +/- 48.3. When large missile Impact resistance is
FL4940 R3 AE 501A.Ddf
required, hurricane protective system Is NOT required on
Created by Independent Third Party: Yes
opaque panels, but is required on glazed panels. See
Installation drawing DWG- MA- FLO133 -05 for additional
Information.
4940.4
Metal -edge Steel Side - Hinged
6' -8" Glazed I/S and O/S Door w/ or w/o Sidelites
Door Units
Limits of Use
Certification Agency Certicate
Approved for use in HVHZ: Yes
FL4940 R3 C CAC NI006115- R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +50.5/ -50.5 Installation
Instructions
Other. Evaluated for use in locations adhering to the
FL4940 R3 H FL0134.Ddf
Florida Building Code Including the High Velocity
Verified By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as Institute,
http : / /www.floridabuilding.org/pr /pr app dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012
r1unua nuucung uoue unime
Page .3 of
le°termined ±)y 4SCE 7, do not ^.xceed the dA_ lgr; q Cr -atad _'y ' 'Idependent Third ?arty:
pressures listed. 12' -0" x W -8" max nominal Size. Max DP Evaluation Reports
= +/- 50.5. When large missile impact resistance Is FL4940 R3 AE 502A.Ddf
required, hurricane protective system is required. See Created by Independent Third Party: Yes
Installation drawing DWG- MA- FLO134 -05 for additional
information.
4940.5
Metal -edge Steel Side- Hinged
1Door
8' -0" Glazed I/S and O/S Door
Units
Limits of Use
Certiflcation Agency Certificate
Approved for use In HVHZ: Yes
FL4940 R3 C CAC N1006115- R3.PDF
Approved for use outside HVHZ: Yes
Quality Assurance Contract Expiration Date
Impact Resistant: No
12/31/2014
Design Pressure: +43.0/ -45.0
Installation Instructions
Other. Evaluated for use in locations adhering to the
FL4940 R3 II FL0135.Ddf
Florida Building Code including the High Velocity
Verifled By: National Accreditation & Management
Hurricane Zone, and where pressure requirements as
Institute,
determined by ASCE 7, do not exceed the design
Created by Independent Third Party:
pressures listed. 6' -0" x 8' -0" max nominal size. Max DP
lEvaivation Reports
_ +43.0 / -45.0. When large missile Impact resistance is
I FL4940 R3 AE 501A.Ddf
required, hurricane protective system Is required. See
I Created by Independent Third Party: Yes
installation drawing DWG- MA- FLO135 -05 for additional
information.
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Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850 -487 -1824
The State of Florida is an AA/EEO employer. Copyright 2007 -2010 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
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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 dick here..
Product Approval Accepts:
Im WE
ltw
http : / /www.floridabuilding.orglpr /pr app dtl. aspx? param= wGEVXQwtDgtLTLgVRkEjBfg... 9/6/2012
SENATOR MICHAEL S. "MIKE" SENNETT
21st DIsW
Chairman Raul Rodriguez
Department of Community Affairs
Building Codes and Standards
2555 Shumard Oak Boulevard
Tallahassee, Florida 32399 2100
THE FLORIDA SENATE
TaQaha,ssee, Florida 32399 -1100
October 26, 2006
comwrnim-
Cflalr
urnan Services AproprlWons
Transportaffon
J►owT c:ommn?m
AdrrOdstraf m Procedures
Chairman Raul Rodriguez:
It has come to my attention that certain jurisdictions are not accepting state approved products
unless those products also have a Dade County Notice ofAcceptance (NOA), even though the
state- approved product are being used consistent with their approvals. _ As you know, the law
o— cumentatlOn for use of that product. Syecifically the law states in 553 842(3) and�4)-
(3) Products or methods or systems of construction that require approval under s. , that
have standardized testing or comparative or rational analysis methods established by the code,
and that are cert led by an approved product evaluation entity, testing laboratory, or certilloation
agency as complying with the standards specified by the cue shall be approved for statewide .
use.
(4) Products or methods or systems of construction requiring approval under s. must be
approved by one of the methods established In subsection (5) before their use in construction in
:thls state. Products may be approved by the commisslon for statewide use.
Jurisdictions such as Parkland and Coral Springs as well as others in the Palm Beach, Broward and Dade
County area still believe that an NOA Is required for all products. Requiring an NOA Is counter to the
entire state product approval system and basically negates the exorbitant time and money spent by
manufacturers to get their products tested, approved and validated for use within our state. There is a
detrimental economic Impact to manufacturers when products are delayed In getting to market
REPLY To:
O 2186 *wd Office Paris Suit G' 385.3 Cortez Road west, Bradentog F1odd3 34210 (341) 727 -sm
Butt M, 404 South Morm Skieet TaDatmssee, Florida 32399 -11 W (850) 487-5078 -
Senates Wet ell wrowflsw3b gov
TOM LEE CHARUE CLAW
President of the Senate President Pro Tempore
• 4 f • ` •
October 26, 2006
Page 2
1 am requesting the department and the Florida Building Commission develop a memorandum that
highlights the requirements specified in the law and that clearly Indicates that a separate Dade County
NOA Is NOT required for state - approved products. I also recommend that this memorandum be
distributed to all local building officials and posted on the BOAF websdte.
I look forward to working with you towards a solution to this problem.
Sincerely,
i.�
Michael S. °Mlke' Bennett
Cc: Secretary Thaddeus Cohen
Tom Yeatman, Staff Director, Community Affairs
STATE OF FLORIDA
DEPARTMENT OF COMMUNITY AFFAIRS
"Dedicated to making Florida a better place to call home'
JED BUSH THADDEUS L CON04 AIA
Sammy
away r
1A 0 CC Z
'f V f.: 1 � lip f 1.11'f 1. ti fYl
Re: i - Denaawsa - tion of Pmdgct Compiiawe for the MO Yedoci#f Hvnicaae Zone and Other
Areas Acc g `N0A!r
2666 SHUYARD OAK BOULEVARD TALLAHASSEE, FLORIDA 32399 -2100
Phoiw.860.468.848619oncom 278.8486 FAX: aso.921.078118vncom 291.0781
Internet address: htto• 1dwww.dea.9tate.f1,n8
cs�cusrasacoweewreec0FR= COWNRwrYPLWAM gumvw9wNWAAGEOW "OtaroacoasAnpmfoefil "®rr
Certification No.:
.Date,
Revision batot
Certification . Prograwt
Compaur.
Code.-
The
"Not io.of No& w Cartificafioii" is valid only when Adinihistratoes Saw is applied lothe upper
14 MO. portion 10-W Efom and a cediftwion label is -applied to, the product, An ce;"cati6n seal
5"',
.rqxt*UU MOW CMfifMitY to the applicable speellllcation and dw all cediftcation criteria hay been
sawed.
listed below are ap n the Okmory'df.-Cettified Pr&Wets At-
Please AMM requim
COMM
:Comrwr x.jAtern*atIoA4.ii.r' rpoftt(Ob
Road
IL 60195'
Prod'0401juk
T RIM M648*1644 A 4,44' 41
est *
Section #mKptiou of Der 00WAMM
'tie ft j s cow of Anger jomW pm m&h all corners
copeo, aft4 and -s W-d e -r loq wbv. st*m. �'.043 '7S)�
g
Construction:. Vhem used, wh rauIU.O*A.*,omoufoci of
'p -AW threshold
lumber with 4 pino ca anOvOcW.to ft hOWO
#10 x 3" MIT& Flat Head Wood $qwws.
Where uwd,...7die-overaU:ImWatedglasrw=.,&zcd into a rigid
pi p-[itc fr=.*O, Candiste'd Of sy-n-In-101filtm.0. niisWatod:
With. 19) tempered glass vAth aluminum, steel or butyl spasm,
144 Door',,p'Leaf Construction: Each door leaf was constmr-ted from
01"M `V height) or 0-020'18'07height) thick-gMv.a.wed,steel facings.
,W-stional Accreditation & M"'ge.sent justitute'-foc.
4M eorge-%Alngtou Memorial H*hwg ayes; VA 23072
Tel_ (804.).684_ -122
51-Ufflax: t804) 684-4
Certification No N100611 S -R3. Page 2
Section 2, Registe rpd.Supplign
2:1 Door,lLjtes. ODL or Specially:
2:2 Astrl: Endura Ultimate
Section 3r Addi#onal Supportive 'Test or Acceptance Daft Provided with
er i±cat 01r:Ilocrftcutation included:.
M=14-Oadelluildino lwtxd l✓,� pTfancc i�iotice of — c"ptanee Jor Lite
F ; +;Ca NC1�8001,ClgOL05 and ETC Tit Report Number
E`i'OZ,79T- 42,5 7,1
Burcriui Characteristic& for Foam Filled Doer vgrfhmw by
)pmt t #rs ofies to AS'1'IVI'�9�t#, � sind� + h od
for f Ilu min Chabm*rittift 6f Building Me i -R±ep rt:�to.
Calculations; for,
A it P rfOrma me C. aku' lion Rep -Pad orMed b L oU. it.
Ptl��. �I4.rrdaANt�.62����.
A:4 1 Cr dk OL do M9MAg0mOOt Tstitutc, Inc. W,1416.
See:adriiticnnai pages of i ertlfieafio�u for Caerfi dTroduct Line MaWx(s� wd lnsWIab Mails tl xoaa
have any. gttet�' ns regarding this certi�, please contort NAMI ad (804) W- IN'
Iati ria! AcerWhation * Man#pment Instiiuto, Into.
4 94- eprg+a Wacbi tae Memorial Highwaiyllayes, VA. 23012
Tel: (9" 684- 51247ax: (804) 684 -SI22
�.OF MUCT
Company: Msi mite International Carporutina.
1955pawbAoad CtrOACOdon No. :: N10061:15-R3 Pape 3 "
Certitication Date: Q7 )29/2005
t�?e'st. �bitrcagn,17,. �� n i,�, 7 t+� �y
!irgdolt Bate:; 12/3.1/20,1,4
Revbfu t natet 11 /i9l2010
Product: .Metal -Edge Oputlue 104WIN19 ar Ou ` :Dwr. .Wl- aAd,W/6 l•I T r
.pn!ef.ilattil •.5 #4elites (u�,/'V�V'`Fmne:utrla noted) -
Speivliraatiom'l led: Tb: ' .094,403-94 IANTMT 1}.
be "NoOce of Product ` erEi#tcattonP to and atldAt the lliAMI ' Lio* Las b0m. tapplIed W* Vr+i p #gs al i d ' thin :Otis.documentt The certttl riun
label r
+tprese>its proriutat%r.if t€r_l'apijttrabcl anrtt itat aIt itstC tCliit bn 'An t� approved f6r tts0ng within
NAMI!w C.ertit P.t ftet Lis Ott �r !
r�.t,ccim,_ lA s�tla�i Pttd .. t�EEi b' Ane?n+Ta,aandueds titute
,, ...., ��`,•:'"?'"It�?P ""YI�'!W^g7ai 0� - ^'',,"..�'�- u;vw.•.,.,w e•.
Inswing
�#kenctitrai [%'r
Configuration Tes Aep rt Number
o.r r�t� M��iiit#nr�u bps ' Tw t
Oatxwin tiu 5 bg.i�Iniier'
Pibr
t�ntraaeats
Siiigl
t+Aaxi T'NM;PWW Sixe: 3'0" x 6'.8"
X
'Single
O/S
�P�e
�'0 ,� �'��'
�-7�8/
-12-Upsif
/Analetxflww13�05
Maxim= Panel Size: IT" x G'8"
I)QRbIa
U
C pagtie.
2.86 psf
'4'�S
it orT3etailr ' L- 0132 -05
t+ i1 -214- 1}45 = 1,23;4,5,6
i iao nnm Panel Srce: 3 8" x i'I#" /Sidielite: 3'(" x 63"
XX
Double le
O/S
! 6 >0y,, c. 5 °:
5 1 -5
2- -5 �r
` %s-
AM4W. D WI, -, N�[A -FLO 132,05
Nom: r�-k srk , a,s,; _..
Moxfinum Pic st2 34' x 6'$"iS iteliie: 3'0" x <6 d
X�C? 3X
Stn lei+/ #till t4
Opagi�te =Y?oor
r
•; a,
�oD ='
RADIUS
tt� O., $ . 4 ►
.Sideibe
;P Size;:ro" x6 r)Sidcjifc:,3' "x-6,2"
X:-3 /C x
5 o vi�l��t slits
Old
Ol t
3:x;5
At �t1rt,s;6
_Side1
�o
UtRift PaW SBw. 3't3*'* V8'. iae>ate
OXO
Single w/gi iel3tes
I/S
u�k!�
7 l
i .�.'�17 "�'�7'.13:'
'1"�T"7�7 •,
! .;in ..,
!S•I'�
.. �{. �1
p
Wr 3lJ't
8- -
O
Single wISi;deldts
O/S,
ub Q''�( ��y
4✓S$ !1
Qla e�i Si di
(� �y ",
S! 77 `A {s � E
j�
y . R+ �
p .�(!
P'�: 1 r
Xa
']�.J�^V+�•
a3
A nZ.Pe 15i a .3'4 x 6' '�'stdelitc: 3°Q" xt° "
OXX(
I/S
' e. irs
Gl d Sei te
la 4 c 64+8"
-S5-S5
N t
9034;23 43,6
Sldol N#
Size; 3 0' ec b`ll'JSic ite: 3'0" x 6`E"
OXXO
Dabe w /Sielites
d
O/S
ue Doors
JIl
x 6}8
`59=55
�% Y+,
..
214-k 4,9 ;3;4 5 fid
SiM
� 'eae S 3Dt WISWI te5 . 3 w x 6 w-
National AccreditaiW A..• .'.. flat Igor 9 % at ° . of t.
� it -kvl� 12
b fir, Yt S,, V ->tr as
'T' 512;n (B" a4.&22
F
J
N: A ;
M TICE OF MOD UCT C�TI
co; pang: Magonite Intermtfiftal 4Corporafiom
�19M Powi& Road Cerdfkatjion N04. M00611-5-1t3 Page 4
wItst Cwe#901 ILI 6011,85 Cerlm, ration Date: 01129=05
Revulwi Date: IV1,912010
ProdaciL- Me-tai-Edle:Steel
m400 44' t
4-OSP
., .
Tho -NJ6tkeg
the aul
'p
'wmrO .6m 'a P41:610. nxm'jdlk� "W: eument. The cedflid"On
is4vI.r*prOeIRs*PrOdAKt
p as- . approved MAM's Cermw.-Pi*dact:Ustjft-At:v"'&m TIft0WWh.' Wed wed forlb.ting.4fthija
ftomma. NAM, ce"WOU" Pmgr#al 1*00POW by- TUP. AknerWa. Natio"Afstatidards fasfitute,(AN91),
Ivastviv I MIIMM Test RtpoKt Number
Ted
I I DmWing-Number &
SIONAIAMt
L
3'OrxVr
3'0*'*x. 8'0"
OCTL410 9W.I,t
ft
'0 id
mwaphott $ qW. 316" .. . alit'..
'T x 870"
W elk 3'0"x 9'0"
COMIgurmion
Inswing
—Gazed
StructurAl
or
-or
X
_PAq_!LnI_
US
Opaque,
qne
TOF
re
44.9-3/- 1 48,.3
Single
X
Single
ON
Double
G*
x
xx
Double
of$
ff.31 483
XOIQX
Single ,WI9idejj(e,
.0
TV
)p0% W�
xm.x
Single wt$466to
.0
% Mo.
Idalite.
F0-1;—
—WS TI--4&3
O.R.
Single W/SidoRt"
.3
OXIO
Single */Sidelftes
-k ffG__.
.4-4 f*,.'
3
Oxxo.
Da�ahle w/SidWita-
�vs
T-4-83-1.4t. 3
0'xMo
Doxible,w/Sidelftes.
Gland
tre XTF7
4:w3/40,3
Ivastviv I MIIMM Test RtpoKt Number
Ted
I I DmWing-Number &
SIONAIAMt
L
3'OrxVr
3'0*'*x. 8'0"
OCTL410 9W.I,t
ft
'0 id
mwaphott $ qW. 316" .. . alit'..
'T x 870"
W elk 3'0"x 9'0"
LOTICE QF PRODUPC
C,DnlpAny,.* Mmnite Tu ter nationfa CoVoriion
4955 Powis Road COrMAtIOU Noe. MO,06110,R3 pa& 5
WeSt- Odcaga, ILL 60185 CO-r0tatian Date.- 07/2,9/2005
9x0ratiqu Date.- J-2131/2014
40vWou DOW 1.1115/2010
Product; -Mefid-Judge Sled Qaad-h"Wg-q OWMft OW
W104-w-o", t ap % W-Wo FTMe unlew noted)
ZOO
The 'Notice. orProduct Ctiflacatioei' on
-Cwtiftaction L t bas. beft dopod to *0
libel represents produttconformity to tk gppjieabk OMO-4s. esdibedAtkiwthis document. Thecertiffeation
ft***q*(liW�: THis.Or-.Odud-)Wsbeett,approved.:f6r]fsting.*,It
NAMIliCertified,produ,cttisting ,at mmom �4�,tjof,,,gom bin
Progrtm 1w4ccroditod, by O*o,,Amer kiu.*,�Xatlonaj S-tsid ards Institute - �ANSI).
Conriumflo".
Test Report NAmber
or or Maximum
DOMP., Tftt*
..Otkt$Wi Impact DrgvVilqg-Mumber, &
WWI . -1 :. -
P"gift . Comments
—tam
Single go .5.6
x
Aachqrp"-�9:134-0'5
'Single, NCTJ,440-J897,4,Z,3.4,5;6
N§Oftwn ice, s,2 JOw x 617
xx 1 6a.
Double. *A5.6
MOxim" PaW Size: 3'0- x 6'V'
I — I
Double
Single w/Sidelfte I I GlazW S!dO#c
Single w/Sidelftes
MA-WLO1 Sq 18/19t
i (MY 2OZ21-02
W AX. jMMrO" Sim 3'0" x,61-
Anchor, WtO IN -w
N I 18974,2;3
-Sidefff 6-NO
Mi
OX0
9
Single-wiSi&DUs
lints
I/S
Double wiSI&Iftes
ORRO
x
Double w/.Si&lites
Glazed, Slidelfies.
x 6,8"
.Sw- itt - 'X -��
Mk1xftUM:PaftdSi- -0 w
..1Sizv,3'VX6'r
L#OOVS-,No
MA
A
alorwakhWaymaml
. ......... - . . ...........
MA-WLO1 Sq 18/19t
i (MY 2OZ21-02
W AX. jMMrO" Sim 3'0" x,61-
Anchor, WtO IN -w
N I 18974,2;3
-Sidefff 6-NO
Mi
.j.
.Sw- itt - 'X -��
Mk1xftUM:PaftdSi- -0 w
..1Sizv,3'VX6'r
L#OOVS-,No
MA
A
alorwakhWaymaml
. ......... - . . ...........
]VU I ON 3 to' EAU LES
w I I giv"
COMPany: MASonte International - Corgi OMODIM
113"$: P6wb Road
West Chk ago,' IL 60185
C'ettification No.:
Certificap], Date:
UPIM-001i oato:
ItevIsion Date.
N10.061 IS-R3 Page 6
1213112014
11119/2010
Produtt wtgl.�Uge: steel D
SOM&AtiowTedid To.: TAS 202-04t
Thc!-N'Otltgv Ot:Pr6duct Cle"ificstiOn" We valid- itt—ho.,NAM teirtMead6o Loel 60 - ttt.
19W**tePremtkpr,'oduetzconf6rmfty,i6 ithe.spoltegi , .14 1&; lkp-.,Owd ito, th* 4-44- tx as 4-404bold -W dktimeiat 'i`he-certl ration
N forilsfingvelthin
Coaftimratm
Inswing
or
op
Tw
Single
vs
--29mt—:.
Glazed.
+431,4-5
x
QiS
::Glazed
+431 -45
XX
Double
US
VI xVV
x-VW
++413IM45
xx
Dmble
00" V —9W
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonite
tewlsvttle. NC 27023 Report P 502A
336- 045 -9693 Date: 12729109
Product. Double Door with sidelites 12'x6'8"
scoff:
This analysis provides calculations, quantities, and spacing requirements for installing product to substrate, and it applies
only to the product described herein. These calculations comply with requirements of the Florida Building Code.
Drawings verification:
wood screw
(NOS 2005,11.3)
DW.
(u►)
This analysis verifies anchoring for the following drawings:
Fir - larch
Main member: Spruce-Pine -Fir
DWG- MA- FLO120-05
DWG- MA- FLO132 -05
DWG-MA FLO147 -06
DWG- MA- FLO162 -07
DWG- MA- FLO122 -05
DWG- MA- FLO134-05
DWG-MA FLO151 -06
DWG- MA- FLO168-07
DWG-MA FLO124-05
DWG -MA FLO140-05
DWG- MA- FLO153-06
DWG- MA- FLO170-07
DWG-MA FLO126-05
DWG- MA- FLO142 -05
DWG-MA FLO155-06
DWG- MA- FLO172 -07
DWG- MA- FLO128 -05
DWG- MA- FLO143 -05
DWG-MA FLO156-06
DWG- MA- FLO174-07
DWG-MA FLO130-05
DWG- MA- FLO146 -06
DWG- MA- FLO160-07
DWG-MA FLO175-07
Anchors to be qualified:
1. #10 Wood screw, for installation in wood frame substrates
2. 3/16" ITW Tapcon, for masonry installation
Anchor capacity in shear condition.
Fastener type: #10
wood screw
(NOS 2005,11.3)
DW.
(u►)
Side member: Douglas
Fir - larch
Main member: Spruce-Pine -Fir
Side member thickness: t,=
1.000 in
Main member thickness:
tm= 1.500 in
Side member dowel bearing strength: Fw =
4,650 psi
Main member dowel bearing strength:
F. = 3,350 psi
Minimum required penetration:
1.330 in
Screw bending yield strength:
Fyb = 80,000 psi
Duration Factor. Co =
1.6
Tabulated lateral design value:
Z= 107.0 Ibs
Allowable Design Value: Z'=
171 Wencher
5
Mode rV
Fastener type: 3/161 ITW Tapeon
N.OA. 07- 1126.10
7.7
Substrate:
Hollow block
WA
171
Minimum embedment;
1.25 in
OK
Minimum edge distance:
1.13 in
Minimum C to C spacing:
2.25 in
Tabulated shear design value: Z -
112 Ibs
Actual C To C spacing:
3.00 in
Minimum edge distance:
2.63 in
C to C spacing factor:
1.00
Tabulated shear design value: Z =
197 Pas
Actual edge distance:
2.50 in
Design value per interpolation: Z =
189 Ibs
Allowable Design Value: Z'=
189 Pas/anchor
Minimmt anchor capacity:
171 Ibs/ancllar
Note: Anchors wO the least capadty Is used for calculations to qualify anchors with higher capacity.
Anchor calculations minimum mau /red anchors
Double against stops with bump threshold:
e 36.38 36.38
Design pressure: 60.0 psf
r
Al Al
2YA Y 79.25
Al Al
72.75
1 of 4
Zone
Area
(ft�
Load
pbs)
DW.
(u►)
#4X.
O.C.
M)
Anchw
Result
Cap.
Obs)
Qty
Load
Obs)
Al
2.3
138
WA
WA
171
1
138
OK
Az
7.7
463
6.00
21.00
171
5
93
OK
A9
7.7
463
WA
WA
171
3
154
OK
Luis R. Lomas P.E.
FL No.: 62514
1/7/2010
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonite
LewisNlls, NC 27023 Report#: 502A
336 - 945 -9695. _ Date: 12129/09
Double Pressure away from stops:
36.38 36.38
Y t t Design pressure: 60.0 psf
AlI I Al 79.25
72.75
Double Pressure agoinst stops with saddle threshold:
36.38 36.38
E Al
IA2 79.25
72.75
Desian pressure: 60.0 psf
Zone
Area
load
Ind.
Max.
Anchor
Result
Cap
Qty
load
zone
(ft2)
Obs)
M)
O.C.
Result
1
138
OK
AZ
(in)
Obs
6.00
Obs)
171
A,
10.0
601
6.00
21.00
171
5
120
OK
Az
10.0
601
WA
WA
1711
4
150
OK
Desian pressure: 60.0 psf
Zone
Area
(
Low
Obs)
Ind.
M)
Max.
O.C.
on)
Anchor
Result
Cap.
rbs)
Qty
Land
Obs)
Al
2.3
138
WA
WA
171
1
138
OK
AZ
8.9
532
6.00
21.00
171
5
106
OK
As
7.7
463
WA
WA
171
3
154
OK
A4
10.0
601
WA
WA
171
4
150
OK
� -I.rta: il>�t �Yi7 �:zzTr,3�rrr ,Firr�*u��1'r'TS'uY'�?iT119
37.50
36.38
36.38
37.50
' f f '
1 1y
Result
)
Qty
Al
Al
�Y\Y
146
Y_
171
1
146
OK
A2
79.25
At
A4
A4
At
5
95
OK
147.75
Double with sidelites Pressure away stops•
37.50 36.38 36.38 37.50
Al
A2Y
1
1
Al
Y
Max.
O
1 Anchor
Result
)
Qty
land
Al
2.4
79.25
147.75
Double with sWites Pressure against stops with saddle threshold:
Design pressure: 60.0 nsf
Zone
Area
(ft)
Load
Obs)
Ind.
(in)
Max.
O
1 Anchor
Result
)
Qty
land
Al
2.4
146
WA
WA
171
1
146
OK
A2
7.9
473
6.00
21.00
171
5
95
OK
As
7.8
468
WA
WA
171
3
156
OK
A4
2.3
138
WA
WA
171
1
138
OK
Ay
7.7
463 1
WA
WA 1
171
3
154 1
OK
Design pressure: . 60.0 osf
Zoe
Area
(ftz)
Load
pbs)
Ind,
On)
Max.
Off
Anchor
Result
,
Qty
land
AI
2.4
146
WA
WA
171
1
146
OK
A2 1
7.9
473
6.00
1 21.00
171
5
95
OK
As
8.9
537
WA
WA
171
4
134
OK
A4
10.0
601
WA 1
WA 1
171
4
150
OK
37.50 36.38 36.38 37.50
Al
Area
(ft2)
Load
Obs)
\Y
Max.
*C
Anchor
Result
�;
Qty
Load
Obs)
Al
2.4
I
WA
WA
171
1
79.25
Al
A2
7.9
Al
6.00
1 21.00
171
5
147.75
2 of 4
Design pressure: 60.0 osf
Zone
Area
(ft2)
Load
Obs)
Ind.
On)
Max.
*C
Anchor
Result
�;
Qty
Load
Obs)
Al
2.4
146
WA
WA
171
1
146
OK
A2
7.9
473
6.00
1 21.00
171
5
95
OK
As
7.8
468
WA
WA
171
3
156
OK
A4
8.9
537
WA
WA
171
4
134
OK
Ay
2.3
138
WA
WA
171
1
138
OK
As
7.7
463
WA
WA
171
3
154
OK
A�
10.0
601
WA
WA
171
4
150
OK
Luis R. Lomas P.E.
FL No.: 62514
1!7/2010
3of4
Luis R., Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonke
toweMIP, Nr, 270.93 Report #: 502A,
336945.9695 Date: 12129/09
Anchor Locations: Double door with sidelites
�i
8
m
a
m
8
m
Note:
Moor locations indicated In this document are the minimum required for the described product exposed at the design
pressure indicated herein.
Luis R. Lomas P.E.
FL No.: 62514
1/7/2010
4of4
Luis R. Lomas P. E.
1432 Woodford Rd. Manufacturer. Masonke
LeW/av9/e, NC 27023 Report #: 502A
335- 945 -9595 Date: 12/29/09
Anchor Locations: Double door
36.38 36.38
6.00 TYP. 6.00 TYP. ►-+ 18.19 TYP.
3.00 TYP. ►
6 /
8.00
7-
13.45
MAX. O.C.
I
79.25
i
6.00
1
Note:
Anchor locations indicated In this document are the minimum required for the described product exposed at the design
pressure Indicated herein.
Luis R. Lomas P.E.
FL No,: 52914
1/7/2010
SIDE- HINGED METAL -EDGE STEEL DOOR UNIT
&' -8" DOUBLE DOOR WITH / WITHOUT SIDELITES
Pff
GENERAL NOTES
I. EVALUATED FOR USE IN LOCATIONS ADHERING TO
THE FLORIDA BUILDING CODE AND WHERE PRESSURE
REQUIREMENTS AS DETERMINED BY ASCE 7. MINIMUM
DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES,
DOES NOT EXCEED THE DESIGN PRESSURES LISTED.
2. HURRICANE PROTECTIVE SYSTEM (SHUTTERS) IS NOT REQUIRED ON
OPAQUE PANELS. BUT IS REQUIRED ON GLA2E0 SIDELITES.
3. POLYURETHANE CORE FLAME SPREAD INDEX OF 50
AND SMOKE DEVELOPED INDEX OF 60 PER ASTM E84.
4. PLASTICS TESTING OF LITE FRAME MATERIAL:
TFST nrczrGIPTIAu r/CC1P_UAT1AL1 0c 1 u t
SELF IGNITION TEMP
ASTM 01929
1 740 'F > 650 'F
RATE OF BURNING
ASTM 0635
0.77 IN MIN
SMOKE DENSITY
ASTM 02843
13.47.
TENSILE STRENGTH*
ASTM 0638
7.50% DIFF
wmr^v%A11vr ICMJILG JIK MPIM MILK WtA[HEKING
4500 HOURS XENON ARC METHOD 1
DD
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TABLE OF CONTENTS
SHEET
DESCRIPTION
1
TYPICAL EVATIONS & GENERAL NOTES
2
ANCHORING LOCATIONS & DETAILS
3
ANCHORING LOCATIONS & DETAILS
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149" MAX. OVERALL FRAME WfDTH
21 " MAX 36.375" MAX.
D.LO. PANEL WIDTH 37.5" MAX.
W /ASTRAGAL FRAME WIDTH
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3
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II
KURT BALTHAZOR
FLORIDA P. E.
156533
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DESIGN PRESSURE RATING
WHERE WATER INFILTRATION PERFORMANCE IS
REQUIRED TO BE 15% OF DESIGN PRESSURE
CONFlG
MAX tKIDTH
INSWING
OUTSWING
INSWING
OUTSWING
X
37.5
+76.0 1 -76.0
+76.0 1 -76.0
+19.0 -19.0
+55.0 -55.0
XX
74
+55.1 -55.0
+55.0 -55.0
f19.0 -19.0
+55.0 -55.0
OX or XO
75
+55.0 -55.0
+55.0 -55.0
T+113100 -19.0
+55.0 -55.0
0X0
112.5
+55. -55.0
+55.0 -55.0
+19.0 -19.0
+55.0 -55.0
OXXO
149
+55.0 -55.0
+55.0 -55.0
+55.0 -55.0
KURT BALTHAZOR
FLORIDA P. E.
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SEE DETA
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3"
#10x2"
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SEE DETAIL
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1
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6"
#8 x 2 -112 #8 x 2 -112"
#10 x 3/4" �
18 x 2 -112" 19 x 314"
#10 x 3/4" •
#9 x 3/4"
#10 x 2" DETAIL "E" ASTRAGAL
D AtL "Ci' ATTACH ASTRAGAL RETAINER BOLT
DETAIL "D" STRIKE PLATE TO FRAME
AS SHOWN.
1.375"
T
INSWING THRESHOLD
0.962 "+
T
OUTSWING THR SH LD
Adae1 m to I
C01009M N4. /v/
�OWBir b
EE DETAIL
ASTRAGAL RETAINER BOLT HOLE
MUST BE DRILLED THROUGH
° THE THRESHOLD & INTO THE
STRUCTURE DEEP ENOUGH
FOR A 1.375" THROW
DETAIL "F" ASTRAGAL
OR N5
ALUM. STEEL OR sum sPACER
16 X 1 -1/2" PHS
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OR EQUAL wg•"..,�
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TYPICAL GLAZING DETAIL
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SEE DETAIL
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ATTACHMENT DETAIL
1. ANCHOR ANALYSIS FOR LOADING CONDITIONS PREPARED,
SIGNED AND SEALED BY LUIS R. LOMAS, PE
(FLORIDA #62514) WITH THE LOWEST (LEAST)
FASTENER RATING FROM THE DIFFERENT FASTENERS
BEING CONSIDERED FOR USE. JAMB, HEAD, AND
THRESHOLD FASTENERS ANALYZED FOR THIS UNIT INCLUDE
#10 WOOD SCREWS OR 3/16" TAPCONS. A PHYSICAL
SHIM MUST BE PLACED IN SHIM SPACE AT EACH ANCHOR
LOCATION.
2. THE WOOD SCREW SINGLE SHEAR DESIGN VALUES COME FROM
ANSI /AF &PA NDA FOR SOUTHERN PINE LUMBER AND ACHEIVEMENT
OF 1 -1/2" MINIMUM EMBEDMENT. THE TAPCON MUST ACHIEVE
MINIMUM EMBEDMENT OF 1-1/4-.
3. WOOD BUCKS BY OTHERS MUST BE ANCHORED PROPERLY TO
TRANSFER LOADS TO STRUCTURE.
4. MINIMUM DESIGN VALUE STRENGTH OF ANCHORS 171 LBS.
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3"
1. KWIKSET SERIES 400 GRADE 3 CYLINDRICAL LATCH AND
SERIES .980 GRADE 1 DEADLOCK HARDWARE TO BE INSTALLED
AT 5 -1/2" CENTERLINE.
2. 4" X 4" FULL MORTISE BUTT HINGES
MIN "
MAX
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
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SNEEI• 3 OF 3
MIN
SHIM
CL
TYPICAL
WOOD BUCK
ANCHOR
INSTALLATION
MIN "
MAX
SHIM
TYPICAL MASONRY
ANCHOR INSTALLATION
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SNEEI• 3 OF 3