HomeMy WebLinkAboutSUBMITTED PAPERSDATE: o l d 6 '-4 / / I RECEIPT: I L J/ I PERMIT NUMBER: V V_ -)— u Y
PLANNING & DEVELOPMENT SERVICES DEPARTMENT
BUILDING & CODE REGULATIONS DIVISION
2300 Virginia Avenue `�Cq
Fort Pierce, FL 34982 nll1JG
(772) 462-155313
APPLICATI St �UCje CO
ON FOR REPLACEMENT OF Un fy
WINDOWS, SKYLIGHTS, SWING DOORS, SLIDING GLASS DOORS
& OVERHEAD GARAGE DOORS
1. LOCATION/SITE ADDRESS:1D3O-5"- Mdta-,o R)Vet- -;i9617dU
2. PARCEL ID NUMBER:
3. DESCRIPfIION OF PROJECT OR WORK ACTIVITY:
4. TYPE OF,STRUCTURE: SFR R6SLe/pA4;j MOBILE HOME
5. OWNERS INF[ORMATION/� � /,
Name: 4 7�i' eraiP_ k c!
Address: -I-Ys'
City: D--Iklgd State: F/
Zip: 32,7.2o Phone: 77a Poo .3.
Email: Kq-r,(rle eom
OTHER
6. CONTRACTOR'S INFORMATION
FL Reg/Cert #: C6
County Cert #:
Business Name:�or�ct�n
Phone Number: _ _ ,� / _3. '/&[.kn
Email:ko nJ-&--1-,Jd(eve'
COMPONENT ID.
PRODUCT DESIGN PRESSURE
PRODUCT APPROVAL #
WINDOWS
C' S
SKYLIGHTS
SLIDING GLASS DOOR
SWING DOOR
-Y d - 2Y
12a0 Lfo .O
MULLIONS ;
-p 77,6 - 2 1
p { 1 -6? -2./,
OVERHEAD GARAGE DOOR
[] Attach 2,copies of the Product Approval with details to the product being used.
VALUE OF CONSTRUCTION: $ j J. S-0' 00 FEES DUE:
I
OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that all work will be done in
C compliance with all applicable laws regulating constructio a ing.
cJ C'✓h-1n
PRINT OWNER OR CONTRACTOR/QUALIFIER NAME r SIGNATU ER R CONTRACTOR/QUALIF
STATE OF FLORIDA, COUNTY OF 7a.t � -B-CCA-Ci `7 ACKNOWLEDGE p BEFORE ME THIS L _ DAY OF d , 20 t , BY (S c )4 T
WHO IS PERSONAi LY O ME OR W O HAS PRODUCED AS IDENTIFI(POK HOWARD SIMKOFF
MY COMMISSION 9 EE 830795
IGNATURE OF TARPS OR PRINT�IAME OF NARY s \oQ EXPIRES; August 27, 2016
"OFF Bonded Thru Budget Notary Services
TITLE: NOTARY PUBLIC COMMISSION NUMBER
NOTICE TO OWNER: 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.
JOSEPH E. SMITH, CLE] -";OF THE CIRCUIT COURT - SAINT
FILE # 3932651 OR B(, ,13610 PAGE 2810, Recorded 03
IE COUNTY
/2014 at 10:29
Permit No.
State of Florida County of St. Lucie
NOTICE OF COMMENCEMENT
Tax Folio No.3Sol 4 - 70 / -/7003 -Oa0 -6
The undersigned hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes
the following information is provided in this Notice of Commencement.
Le al Description of operty: (and street address if available):
e�r_�n_an's SI0 B 1,tAl fot 2wFR/tJFQ.RR,Ra Es.,N[lSD�t7d'34sittliiv/rdQN,TN
1a3aT /ndion..Q,ven Dr Fi`Rier'ce
General description of improvement: //JSfO �� /!» oQGt LJ/i]dDIJ dA,0 er 3 x98i
i
Owner InformatioU or lessee Information if the Lessee contracted for the improvement:
Name /61 rilh P,-i o.- A0 / P-r
Address /S"rC Jig 411 /)a& /r F1
Interest in property: AW4 P�
Name and address of fee simple titleholder (if different from Owner listed above):
Contractor's Name:
Contracto r Add ress:
Phone Number:
Surety (if applicable, a cap y of the payment bond is attached): Amount of bond: $
Name and address:-_ /�� Phone number: _
Lender Name: /V 4 Phone Number:
Lender's address:
Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section
713.13(2) (a)7., Florida Statutes:
Name: Phone Number:
Address:
In addition to himself or herself, Owner designates of
Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes.
Phone number of person or entity designated by owner:
to receive a copy of the
Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the
contractor, but will be 1 year from the date of recording unless a different date Is specified)
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED
IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR
IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST
INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
Under penalty of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of
my kno edge and belief.
(Signatur of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager
01,) h e r
(Signatorys Title/Office)
The foregoing instrumentwasacknowledged before me this day of
L\
By U ! (�' , as
N eJpf Peron Type of author 0 pet ty
(/
1My Comm.
(Signatur of N Public- State of Florida) ? 02Jt512
(Print, Type, o mp Commissioned Name of Notary Public) • No. EE t
�N�•• •?UBI
OF
STATE OF F RIDA
ST. UC COUNTY
T S S TO CEFF��TI
IRU ND CC
behalf of whom instrument was executed
wr_ or produced Identification_.
cation produced -*1— 'b—
Is
(67x15)
NOT TO SCALE
-
Feb 24, 2014
iAGEDESOWRION:
Site Plan
PACE: OF
1
1
7108 Fairway Drive, Suite 120 Tel. (561) 848-4900
Palm Beach Gardens, FL 33418 fCoridawindowanddoor.ccm
Property
Information
Building Information
Owner:
atherine Rich
Wind Zone: 160 MPH.
Address:
l. 0305 S. Indian River Drive
Exposure Category: D
Fort Pierce, F134982
Minimum Building Dimension: 38 ft.
Mean Roof Height: 28 ft.
Risk Category: II
Design Pressure Calculations
Opening
Location
Device
Device
Device
Max Positive
Max Negative
Number
Zone
Width (in)
Height (in)
Elevation (ft)
Pressure (ps fl
Pressure (psf)
1
End 67 80 7 41.4
-52.9
2
End 67 15 7 45.2
-60.4
Prepared
in accordance with: ASCE 7-10, Chapter 30. Wind Loads - Components and Cladding. Florida Building Code 2010 ed.
Page 1 of 1
Building Permit #
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Owners Name AA f-1G/'ih e I / CIk Applicant: wo4o1-' � Pow
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment
Windows
<<S . Z. " Go, If
``
4-061 l d
E� ^tS Lt;G
!l C�
✓��9 13-oyOG,oS
� I
Mullions
+ris.Z - `�.�
�7),�j'77.%
S Iv✓2<r4/
J'
y,>Cf Sra�% ✓
/Yo22J.
rr ! U tG�
Fixed Glass
Block Glass
Skylights
Sliding Glass Doors
Swing Type Doors
French Doors
t� /��(_ ��
t?O ��
d�.wa5 (.
�"�
s�J/il�- o} 0Ir
�ua �,nS
Garage Doors
Hurricane Protection
Roof Ventilation
Roofing Material
I have reviewed the above components or cladding and I have approved their use in this structure. These products provide adequate resistance to the
wind loads and forces specified by current code provisions.
Name:
Signature:
Design Prof: Cert. No. Date:
seal
1
MIAMI•DADE
0
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGULATORY
AFFAIRS (PERA)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE. OF ACCEPTANCE (NOA)
ECO Windows Systems, LLC
9114 N. W.106"' Street,
Medley, FL 33178
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
Miami, Florida 33175-2474
T (786) 315-2590 F (786) 315-2599
www.miamidnde.gov/pern
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction materials.
The documentation submitted has been reviewed and accepted by Miami -Dade County PERA -Product Control
Section to be used in Miami Dade County and- other areas where allowed by the Authority Having Jurisdiction
(AHJ)•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section �In Miami Dade County) and/or the AHD (in areas other than Miami Dade County) reserve the right to
have this product or material tested for quality assurance purposes. If this product or material fails to perform in
the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately
revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA reserves the right
to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or
material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series 600 Aluminum Outswing Doors-L.M. .
APPROVAL DOCUMENT: Drawing No. W12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)",
sheets 1 through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun 28, 2012, ..
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Approval stamp with
the Notice of Acceptance number and approval date by the Miami -Dade County Product Control Section.
ISSILE INTACT TING: Large and Small Missile Impact Resistant
1. See Single or Double Door Design Pressure (DP) ratings in sheet 2 and Single or Double Door DP ratings with
sidelites (w/wo Reinforcement) in sheet 3. The max door leaf width shall not to exceed 37".
2.. .Laminated glass types Gl and G2 are limited to .090" DuPont's PVB and glass type G3 is limited to Insulated
. laminated glass w/ .090" Solutia interlayer.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and series
and follolwing 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 iii 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 }n 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 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.
\, �0
EApproval
OA No 12-0402.03
ate: July 19, 2017 .
e: July 19, 2012
Page 1
ECO Windows Systems, LLC
NOTICE OF ACCEPTANCE., EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections
2. Drawing No. W 12-08, titled "Series 600 Alum Outswing Entrance Door (L.M.I.)", sheets 1
through 9 of 9, prepared by AL-Farooq Corporation, dated 02/13/12 and last revised on Jun
28, 2012, 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 24113.2.1, TAS 202-94
along with marked -up drawings and installation diagram of an aluminum Outswing French
door, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-12-3357, HETI-12-3358, HETI-12-4003, BETI-12-4003 and HETI-12-4027dated
03/16-26/12, all signed and sealed by Rafael E. Droz-Seda, P. E.
Note: The above referenced test reports have been revised by an addendum letter dated June
29, 2012, issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E.
Droz-Seda, P. E.
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2010,
prepared by Al Farooq Corporation, .dated 03/30/12 and last revised on June 28, 2012,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies w/ ASTME-1300-02 & -04.
D. QUALITY ASSURANCE
1. Miami Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc. for
-their "Butacite ® PVB interlayer", expiring on 12/11/16.
2. Notice of Acceptance No.11-0325.05 for "Saflex clear & color interlayer" issued to
Solutia Inc., expiring on 05/21/16.
3. XL Edge seal System 201 SS spacer by Cardinal IG.
F. STATEMENTS,
1. Statement. letter of conformance and letter of no financial interest, prepared by Al Farooq
Corporation, dated 03/30/12, signed and sealed by Javad Ahmad, P.E. .
2. Addendum letter dated June 29, 2012, issued by Hurricane Engineering & Testing, Inc.,
signed and sealed by Rafael E. Droz-Seda, P. E.
3. Lab compliance as part of the above referenced test report.
G. OTHER
1. Test proposal, dated 10/14/11 and 02-21-12 approved b PERA.
Ishaq I. Chanda, P.E.
Product Control Examiner
NOA No 12-0402.03
Expiration Date: July 19, 2017
Approval Date: July 19, 2012
E-1
SERIES 600
ALUMINUM OUTSWING ENTRANCE DOOR
SINGLE (X) AND DOUBLE (XX) LEAF DOORS SEE SHEET 2.
SINGLE AND DOUBLE LEAF DOORS WITH SIDELITES SEE SHEET 3.
LOWER VALUES FROM SIDELITE CAPACITY CHART OR DOOR CAPACITY WILL
APPLY TO ENTIRE SYSTEM,
IDOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF'THE FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY
HURRICANE ZONE (HVHZ).
IBY OR 2BY 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 BLDG. CODE SECTION 2003.8.4.
1/8' HEAT STREN'D. GLASS
.090' INTERLAYER
BUTACITE PVB BY 'DUPONT'
1/8' HEAT STREN'D. GLASS
SUCONE
i m `DOW CORNING 899
' RN'D. GLASS
LAYER
B BY 'DUPONT'
Z a
EAT STREN'D. GLASS
H
Q� cl
a
ILICONE
m
z
DOW CORNING 899
4ZTALll,
CL
7`IS
ovaa
LL y o
SETTING BLOCKS AT LAM. CLASS
Z
— '
READ. FOR WIDTHS EXCEEDING 36' ONLY.
NOTCH GLAZING BEAD LEG TO
m �
d Z m J
CLEAR BLOCKS
Q
GLASS
TYPE 'G2'
r
1/8' TEMP. GLASS
/16- AIR SPACE
1/8' HEAT STREN'D. GLASS
11r.090' INTERLAYER
FLEX
IJG
l HEAT SrA ' IYSTREN D. GLASS
6 \ \ \ I I SILICONE
z m DOW CORNING 599
vi 26 ST. STEEL
ip METAL SPACER
m i6 e
slucavE
a \
o /
W
\ / SETTING BLOCKS AT INSUL LAM. GLASS
_ NOTCH GLAZING BEAD LEG TO CLEAR BLOCKS
GLASS TYPE 'G3' -
THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
17Mi1r���
NQA 6CelYoAl4fhrlM
ey ISiti ��
W12-08
O
39 3/4' MAX.
FRAME WIDTH
12"
5' MAX MAX
HEAD SILL HEAD
/ A SILL
CORNERS
1
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II
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LOCK OPTIONS
SEE SHEET 7
Q N
5
N �
SURFACE APPLIED
FALSE MUNTINS OR
26 15/16'
DECORATIVE GRILL
DL-OPG.
1a
MAY BE USED
37" MAX,
LEAF WIDTH
(X)
DOORS LOAD CAPACITY - PSF
SINGLE DOORS (X)
DOOR DIMS.
LAMINATED GLASS
FRAME
LEAF
FRAME
EXT.(+)
INT.(-)
WIDTH
WIDTH
HEIGHT
39-3/4'
- 37'
1 98"
1 70.0
1 75.0
76' MAX.
FRAME WIDTH
HEAD & SILL ANCHORS
AT STILE ENDS
(4) AT 3' O.C.
12'
5' MAX MAX
HEAD/SILL HEAD
CORNERS A ` SILL
I
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LOCK OPTINS
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ACTIVE
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SURFACE APPUED < m w
FALSE MUNTINS OR 26 15/15 26 15/16' �a
DECORATIVE GRILL D.L. OPG D.L. UPC. 1O'S
MAY 13E USED
37" MAX.
LEAF WIDTH
(XX)
DOORS LOAD CAPACITY - PSP
DOUBLE (XX)
DOOR DIMS
LAMINATED GLASS
FRAME LEAF
WIDTH WIDTH
FRAME
HEIGHT
EXT. +
INT.(-)
76' 1 37-
98'
70.0
GLASS D.L.O. DIMS,
D.L.O. HEIGHT - FRAME HEIGHT - 11.125'
D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.813"
D.L.O. WIDTH (XX DOORS) _ (FRAME WIDTH - 22.125')/2
75.0
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NOTE:
EGRESS REQUIREMENTS TO BE RENEWED
BY BUILDING OFFICIAL.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-04 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
0
Engn JAVAD AHMAD
ML
F C. H 'I 7Q' 2 w
n0-
JUN 2 82812 W12-08
DESIGN LOAD CAPACITY - PSI'
SDEUJES WRH SINGLE OR DOUBLE LEAF DOORS
(SEE NOTE BELOW)
SIDEUTE
FRAME
WIDTH
INCHES
SIDEUTE
FRAME
HEIGHT
INCHES
WITHOUT
REINFORCING
WITH
REINFORCING
Exr.(+)
IN7.(-)
M.(+)
INT.(-)
24
30
36
37
42
82
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
61.7
66.1
61.7
66.1
24
30
35
37
42
86
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
70.0
75.0
61.7
60.1
61.7
66.1
24
30
36
37
92
70.0
75.0
70.0
75.0
69.8
69.8
70.0
75.0
64.1
64.1
70.0
75.0
63.3
63.3
70.0
75.0
24
30
36
37
98
-
63.3
63.3
70.0
75.0
57.8
57.8
70.0
75.0
53.1
53.1
70.0
7&0
52-4
52.4
1 70.0
75.0
REINFORCING
AS READ.
SEE CHART
I
I
L
SIDEUTE WIDTH DOOR FRAME WIDTH
NOTE:
FOR DOORS CAPACITIES SEE SHEET 2.
FOR SIDELITE CAPACITIES SEE CHART ABOVE.
LOWER VALUES FROM DOOR OR SIDELITE CHART
WILL APPLY TO ENTIRE SYSTEM.
DIMS.
GLASS D.L.O.
D.L.O. HEIGHT' (SIDELITE) = FRAME HEIGHT - 11.000"
D.L.O. WIDTH (SIDELITE) FRAME WIDTH - 4.438"
14V
'
FRAME YADTH
5" MAX.
HEAD/SILL
12"
p- �� III
I 1 F 1 _L--_
CLUSTER OF
(4) ANCHORS
��AT HEAD/SILL
�l AL !
HEAD k SILL ANCHORS
AT STILE ENDS
(4) AT 3" O.C.
12'
_ HEAD
SILL
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r MUNTINS OR_ I 32 3/4' I IP 26 15/16° I 28 15/16°
DRATIVE GRILL 1" D.L. OPG. D.L OPG.
MAY BE USED
37°
LEAF VADR
SIDEUTE FRAME WIDTH
(oxxo) AjMLwN«.�q+HKo+�a
p�.7u�M f4..2o1�-
MDW� im _n� V^D E�
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=
4
1,,, JAVAD AHMAD
FLkCMQQL
CAPN70
3 35M
£
NOTE:
a
$ 3
GLASS CAPACITIES ON THIS SHEET ARE
- --- BASED -ON ASTM-E1300-04-(3-SEC. -GUSTS) - -- AND FLORIDA BUILDING COMMISSION JUN 282012 _ _
_ drowing no_
w12-08
DECLARATORY STATEMENT DCA05-DEC-219
TH
PE
i
i
1�
THRI
. PENEIRATON
EDGE DIST.
1BY
.
WOOD BUCK
x
U
a
O
i
N
—
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
28Y WOOD BUCK
OR
WOOD STRUCTURE
SEE NOTE SHEET 1
�
\
W
TPICAL ANCHORS
TYPICAL ANCHORS
SEE ELEVATIO_�NS
SEE ELEVATIONS
FOR SPACING
FOR SPACING
IIMIAL9-DADE COUNTY APPROYEDIj
I,S E SEPARATEONOA i!
WOOD BUCKS AND METAL STRUCTURE NOT BY ECO WINDOWS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SE ELEV, FOR SPACING
11/4" DIA. ULTRACON BY 'ELCO(17 =177 KSI. Fy=155 KSI)
JCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD
THRU 1BY BUCKS INTO CONC. 'OR MASONRY
1-1/4" MIN. EMSEDANTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO GONG. OR MASONRY
814 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS (MIN. THK. = 1/8")
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)
TYPICAL EDGE DISTANCE
INTO CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
CONCRETE AT HEAD, SILL OR JAMBS Ye 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
0
w
W
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
Dre u
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DOOR DETAILS �-
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W 12-08
TYPICAL Ah
SEE
FOR SF
1 ' ,
STT
1/4" UAX.'.
SHIM rK
CAL ANCHORS
SEE ELEV.
FOR SPACING
[CAL ANCHORS
ELEV.
SPACING
LOCK OPTIONS
[SEE SHEET 7
/� CONCEALED FLUSH BOLTS O CONCEALED FLUSH BOLTS
L�J LEVERS AT INSIDE FACE OF STILE /�IEVERS AT STILE FACE
I
WN11=1im
11
� O
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19 9 D.L.O. TI
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DOUBLE DOC
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EXTERIOR'
LEAF WIDTH
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OR
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a
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M&1 20 / i . FIA PE 1170592
.- CAN. 3538
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. �54-drawing
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. no.
DOOR DETAILS JUtJ 25212
W12_08
sheep
TYPICAL ANCHORS
SEE ELEVATIONS
.EDGE DIST.
� 1
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6
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=
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4
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2
GLAZING OP
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17 Enga JACK"° ."'°
HA. PE 9 70592
�ttl�If C.A.N. 3539
- -
SIDELITE DETAILS qN 19 9201.
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-drawing no.
W12-08
LOCKS:
OPTION AI:
ACTIVE LEAF:
4 POINT LOCK ASSEMBLY DLOI-6007 BY 'INTERLOCK USA INC.'
(2) LOCKING POINTS ENGAGING AT INACTIVE LEAF
1/2" DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
AT HEAD AND SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8- CONNECTING RODS
LOCK LOCATED AT 42-1/2- FROM BOTTOM
2 POINT LOCK ASSEMBLY BY 'INTERLOCK USA INC.'
1/2' DIA. THROW BOLTS AT TOP AND BOTTOM ENGAGING FRAME
AT HEAD AND SILL
THROW BOLTS ATTACHED TO LOCK BY 3/8' CONNECTING RODS
LOCK LOCATED AT 42=1/2' FROM BOTTOM
OPTION i2:
CONVENTIONAL DOOR LOCKSET NTH HANDLE
DELTA 690 BY 'KVAKSET' LOCATED AT 39-1/4" FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON
INTERIOR THROW BOLT LOCATED AT 44-3/4- FROM BOTTOM
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2' THROW BOLTS ENGAGING FRAME AT HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON STILE FACE
LOCATED AT 10-5/8" FROM TOP AND BOTTOM
D TO STILE WITH (2) 08-32 X 1/2' FH MS
F•
CONCEALED FLUSH BOLTS BY 'SULLIVAN & ASSOC.'
1/2" X 2' THROW BOLTS ENGAGING FRAME AT
HEAD AND SILL
MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE
OF LEAF STILE LOCATED AT 10-5/8' FROM TOP AND BOTTOM
-LOCK-FASTENED TO STILE WITH (2) #8 32-X-1/2"-FH-MS
NOTE: LOCKS MUST BE ENGAGED DURING
PERIODS OF HURRICANE WARNING.
ITEM 0
PART A ,
READ.
DESCRIPTION
MATERIAL
MANP./SUPPLIER/REMARKS
1
E601
-
DOOR FRAME HEAD/SILL
6063-TB
-
2
E602
FRAME COVER
6063-T6
3
E603
-
DOOR FRAME JAMB
6063-T6
-
4
E604
-
SIDELRE TOP & BOTTOM FRAME
6063-T6
-
4A
E626
-
SIDEUTE 9" B070M FRAME
6063-T6
-
5
E605
-
SIDEUTE FRAME JAMB
6063-T6
6
E606
- ISIDEUTE
SLIP ON JAMB
6063-TS
-
7
E607
LEAF TOP & BOTTOM RAIL
6063-T6
-
7A
E625
LEAF 9' BOTTOM RAIL
6063-76
-
8
E608
LEAF WSTRIP ADAPTER
6063-TB
-
9
E609
-
LEAF HINGE STILE
6063-T6
-
10
E610
ILEAF
LOCK STILE
6063-T6
-
11
E611
-
LEAF ASTRAGAL STILE
6063-TS
-
12
E612
-
LEAF ALIGNMENT BRACKEF
6063-TS
-
13
E613
-
LEAF CLAMP
6063-16
4-1/4" LONG
13A
E613
HINGE BACK-UP PLATE
6063-76
12' LONG
14
E614
GLAZING BEAD (5/16' LAM. GLASS)
6063-TB
-
14A
EIOS
GLAZING BEAD (7/16" LAM. GLASS)
6063-Ta
- '
15
E615
GLAZING BEAD (INSUL GLASS)
6063-T6
16
E616
-
SNAP COVER
6063-TG
_
17
E613
-
BOLT SUPPORT
6063-T6
NOT SHOWN
18
-
AS REOD.
SIDEUTE MULLION REINFORCING
19
FD-107
3/ LEAF
BUTT HINGES
SUIWAN & ASSOC.
20
FB1202
-
FLUSH BOLT LEVER
SULLIVAN & ASSOC.
21
FURD145S
-
CONCEALED FLUSH DOLT ROD
V6,0633-T6-
SULWAN & ASSOC.22
#12 SMS
AS REOD.
FRAME ASSEMBLY SCREWS
23
#12 X 3/4'
-
HINGE INSIALLATICN FASTENERS
FH SMS '
24
-
-
3/8- DIA THREADED ROD
STEEL
-
25
W11323
PILE W'STRIPPING
WOOL
ULTRAFAB
26
E20618-KN-3020
-
BULB W'STRIPPING
SANTOPRENE
EPDM -
27
E206
-
GLAZING BEAD BULB
SANTOPRENE
ULTRAFAB
28
-
-
GLASS SPACER
SILICONE
FRANK LOWE RUBBER CO.
29
E622
-
FLUSH BOLT CUP
NYLON
30
DL01RC
-
BLACK BOLT SUPPORT BLOCK
POLYETHYLENE
INTERLOCK
31
OLOIWB
-
WHITE BOLT SUPPORT BLOCK
POLYETHYLENE
ACME PLASTIC
33
#10 X 3/4'
2/ ADAPTER
FH SELF- DRILLING SCREWS
-•
- _
34
-
.2/ LIFE
SETTING BLOCK. 1/4" X 1/2" X 4- LONG
EPDM
AT 6' FROM EACH END, DUROMETER 65t5
35
2/ LITE
SETTING BLOCY., 1/4' X 3/4" X 4' LONG
EPDM
AT B' FROM EACH END, DUROMETER 65f5
HINGES:
3-1/2- X 7-5/8' X .122- THK. EXTRUDED ALUM HINGE
PART #FD-107 BY SULLIVAN & ASSOC.
3 HINGES PER LEAF
BOTTOM HINGE AT 10-1/4' FROM BOTTOM
TOP HINGE AT 11-3/4" FROM TOP
CENTER HINGE AT MIDSPA14 (38" O.C. MAX.)
HINGES FASTENED WITH #10 X 1' FH SMS
(5) SCREWS AT HINGE STILE
(6)-SCREWS AT FRAME -JAMB -
SEALANTS:
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
SCHNEE MOREHEAD JM5504 SEALANT.
I1Ml. 1F1 qj2h 2
N
MYrI l/�Q
70592
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72-5
T 1.625
�
�1.047 IFa-
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F
'd
4.031
t.D47 1.172 I�
a
I
1-2.062
t DOOR FRAME HEAD/SILL
7 LEAF'
4.750
t.so7 +�
TOP/BOTTOM RAIL
14 GLAZING BEAD ItA GLAZING BEAD is GLAZING BEAD
5/16' GLASS 7/16' GLASS INSUL. GLASS
1.507
.078
3.710
a
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4.781
5
4.7t9
.078
O
.078
1.750 1,507
4.000
8 250 500
7.531 312
J
1.507
1.750
0N
9 LEAF HINGE STILE
a LEAF W'STRIP ADAPTER �1�tafrWyiyleQlNM.@r
W
z
W Sao
-5.344
4.GOD�
_
I Bl"
N
J
SIDELITE
TOP &
BOTTOM FRAME1.750
2.081 t•5�7
-
I -1.750 I�
I.329
�.4
00"1
Ej o
078
-l7A
9�� BOTTOM RAIL
y
0,
LU
1.81z d
to LEAF LOCK STILE
1.5071 LEAF ALIGNMENT BRACKET I7so-�
r-.26t
o
5.34a
2 FRAME COVER
.078
-�{ �.375
• W
�.687
.. I S.125
1.197
t.SI� 1.750 1
�I
1.574 ' 125 3.781
0 .
2.
.050
-�
.154
3.719 •078 jl_
33
1 4
�u
z
�__4.000 �jll-
t.6 SNAP COVER
11 LEAF ASTRAGAL STILE
LEAF*
t3 HINGEB BACK-UP
UPPLATE
s.aoo
8.281
1.250 71s O1 SIDELITE MULLION REINFORCING
..
Ir1.500
1.500 7t9
gym;
4O0 7
2.097
.D76
i
4.000
7.507
ACW
Flo. PE /70592
.8 'A.M. 36
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COW
JUN.2 2012
O
no. -
_dmwin9 no._
W12-08
3� DOOR FRAME JAMB
s) SIDELITE
FRAME JAMB
SIDELITE 9" BOTTOM -FRAME a SIDELITE SLIP ON JAMB
GO
sheeF 8 of 9
LEAF CORNER
SIDEUTE FRAME CORNER SIDELITE SLIP ON JAMB CORNER
iU. PEN 70592
CAN.38
19
i as . wag*
�rt� aww
s � �
drawing no.
W 12-08
MIAM{•MIAAII DADE COUNTY
Mal PRODUCT CONTROL SECTION
DEPARnIENT OF REGULATORY AND ECONOMIC RESOURCES (RER) 11805 SW 26 Street, Room 208
BOARD AND CODE ADDi1NISTRATION DIVISION T (786) 315-2590 F (786) 315.2599
NOTICE OF ACCEPTANCE. (NOA) w+nv.mlamidade.g0 economy
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
S etion (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.
ESCRIPTION: Series "Eco-Guard 300" Aluminum Fixed Window — L. 711
OVAL DOCUMENT: Drawing No. W09-20, titled "Eco-Guard Series-300 Alum Fixed Wdw.
'-Farooq
, sheets 1 through 5 of 5, dated 03/23/09, with revision C dated 01/11/13, prepared by Al
Lion, 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
Control Section.
JPACT BATING: Large and Small NUsslte Impacr xces:srani
Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
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 sectionof this NOA shall be cause for termination and removal of NOA.
ADVERTLSEMMNT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. ff 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 atthe job site at the request of the Building Official.
This NOA revises NOA# 12-0223.25 mid consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
NOA No.13-0206.05
t npMHoane cauNnr '� Expiration Date: June 17, 2014
Approval Date: May 02, 2013
Page i
Eco Window Systems. LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No W09-20, 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 underNOA#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. HETI-48-2192B, dated 01/15109, signed and sealed by Candido F.
Font, P.E. (Sub►niited 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 481/4" 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 seated by
Candido F. Font, P.E. (Siibn:iited 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 48 1/4" wide x 96 318" high Eco-Guards 300
aluminum circular arch top fixed window, prepared by Hurricane Engineering &
Testing Inc., Test Report No. HETI-08-219311, dated 01/15/09, signed and sealed by
Candido F. Font, P.E. (Subislitted utuler 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. BE, TI-08-2194, dated 01/15/09, signed and sealed by Candido
F. Font, P.E. (Sribinitted urtrlerNOA#09-0413.08) -ka auxiQa��
Manuel Pe z, L
Product Control B m' or
NOA No.13-0 06.05
Expiration Date: June 17, 2014
i E-1
Approval Date: May 02, 2013
f�l
Eco Window Systems, LLC.
NOTICE OF ACCEPTANCE:
EVIDENCE SUBNATTED
B. TESTS (CONTINUED)
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 instailation'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. IiETI-08 2195A, dated 01/15/09, signed and sealed by Candido F. Font,
P.E. (Submitted untler NOA#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 E1300-04
D. ' QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No.114624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No.11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16..
F. � STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
j interest, dated January 30, 2012, signed and sealed by Javad Ahmad, P.E.
(Submitted under previous NOA#12-0223.25)
G! OTHER
1. Notice of Acceptance No.12-0223.25, issued to Eco Window Systems, LLC for their
Series 11300 ECO-Guard" Aluminum Fixed Window — L.M.I., approved on 05/03/12
and expiring on 06117/14.
Manuel ferez,
Product Control Exalkner
NOA No.13-020 . 5
Expiration Date: June 17, 2014
Approval Date: May 02, 2013
E-2
1
.062
FRAME HEAD/SILL/JAMB
.7sII lI a
.(113 II 803
.0,90 b
GLAZING BEAD
l.o7o-y
.05U
ANCHOR COVER
2.e66
.062
.500 789
2611
n FLUSH FRAME ADAPTER
FCO—GUARD SERIES-300
AT liN IUM FIXED RINDOIY
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 FIX./FIX. OR FIXED 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.
HURRICANE ZONE (HVI1Z).
-WOU SUCKS by OTH'M§.LOADS TO THE STRUCTURE B ANCHO ED PROPERLY TOTRANSFER
.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS, ANCHORS
EMBEDMENT TO EASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING -OR LOAOINO-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 REQUIREMENTS CONTACT
OF THE FLORIDA BLDG. OTHER CODE MATERIALS
200� SHALL
4. THE
FALSE
(SURFACE
GLASS D.L.O_DIMSD.L.O_DIMS.
0'L.O, HEIGHT = WINDOW HEIGHT — 3.625"
D.L.O. WIDTH = WINDOW WIDTH — 3.625"
4mv
z kk M
DS �
I
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V � h
VVVV0
Wyyz1e�
4
Engr. JAv AHMPD PRODUCTREVISDD ,1
THESE WINDOWS ARE RATED FOR LARGE &SMALL MISSILE IMPACT. C a;complydngwithllxI7oriAa
SHUTTERS ARE NOT REQUIRED. F 7a592 By M(ng ceN $
AucplanoeNo± $ a
i Egy imltah Data J.Uf Q. 1�
-- — — — - '• 6 am �Da a _ drerlmg no.
9A 9 leis W09-2a
sheet 1 of
3/16" ANN. GLASS 3/16" HEAT STREN'D. GLASS
.090" OJTERIAYER .090" 041ERLAYER
BVTACITE PVB BY 'DUPONT' SENTRYGIAS BY 'OUPONT' '
3/16' ANN. GLASS 3/18 HEAT STREN'D. CLASS
SILICONE SILICONE
W CE SCS KING 899 OOW CORNING 899
GE SCS 2000
m z m
io 4 l� I' m 4 {� !�
\ I' 1' s I' 1• s
I -1
n u ii it
d8 X I-1/4" SMS g8 X 1-1/4' SMS
AT 3-1/2' FROM ENDS AT 3-1/2" FROM ENDS
AND 10" O.C. MAX. AND 10" D.C. MAX
GLASS TYPE ' ' T'LASS TYPE 'D'
GLAZING OPTIONS
-
�Y yAp1}t.
WINDOW WIDTH WINDOW WIDTH I` -j
�---- - -I r
'j
I I I I /
3
L - - J
WINDOI I W WIDTHWIN0011 1 WINDOW
r - 1 1 r -1
I I g I
I :J
I. 3 3 ''•+
Yt. VIIO
L _ - J T
' r 1
1'AHDO- p/ WIDTH _, WINDOY_ _ / �,YADTH _ WINDOW WIDTH I I
3 . %
t7 y G a
3 L ._.)_
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS'SHOWN ABOVE OR SIMILAR CAN BE
VERIFIEO Y INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
'D'
1NT.(-)
90.0
solo
90.0
90.0
00.0
solo
90.0
90.0
90.0
solo
solo
90.0
90.0
90.0
WINDOW
WIDTH (W)
26-1/2'
37'
53-1/8-
74'
26-1/2'
37'
53-1/0'
74'
26-1/2'
]7'
53-1/8'
74°
26-1/2
37`
83-1/8'
BEBIGN
DIMS.
UMM (L)
26°
38-3/8"
60-5/8'
63'
LOAD CAPACITY
GLASS TYPE
EXT.(+)
75.0
-
'C'
1NLH
Bolo
PSP
GLASS TYPE
EXT.(+)
B0.0
'D' ��
iNT.(-)
solo O y
90.0
solo LL r
solo 0 d
solo
Bo.O p
90.0
90.0 V G
solo O a4�
solo
C 4 �a
solo 4' y
3,
solo 1a4 �I y � 4
90.0 B k:
solo
o -
o
Ij
v
-
DESIGN
TOAD CAPACITY
-
PSP
UINpOW
WIDTH (W) LENGTH
2,r
30•
367
42'
48'
54"
so"
66'
72
DIMS.
(L)
GLASS TYPE
EXT.(+)
75.0
'C'
INT.(
80.0
WS9 TYPE
£XT.+
80,0
76.0
Bolo
Bolo
75.0
Bolo
80.0
75.0
80.0
80.0
75.0
Bolo
60.0
75.0
80.0
SO.D
75.0
75.0
Bolo
Bolo
Bolo
80A
75.0
80.0
80.0
75.0
80,0
80.0
75.0
Bolo
Bolo
76.0
80.0
80.0
75.0
80.0
Bolo
75.0
80.0
80
75.0
75.0
Bolo
80.0
Bolo
B0.0
76.0
So."
Bolo
75.0
80.0
80.0
24'
30•
36'
1.
4g•
54'
60`
---
i
�•
36'
42'
45'
S4'
60'
66'
720
48.
75.0
Bolo
71.3
76.0
Bolo
7g,0
Bolo
Bolo
75.0
Bolo
80.0
71.3
75.0
73.1
8D.0
Bolo
80.0
75.0
80.0
6o.0
75.0
80.0
80.0
750
Bolo
Bolo
75,0
BOO
BO.0
67.9
72.5
ODA
� 90.0�
75.0
Bo.O
80.0
solo
90.0
solo^
90.0
solo
90.0
90.0
90.0
90.0
solo
solo
SO.0
solo
solo
1 90.0
' solo---�
solo
90.0
solo
1 90.0
solo
solo
9D.0
00.0
Bolo
90.0
90.0
solo ,
solo
90.0
90.0
00.0
solo
90.0
solo
- - solo-
solo
26-1/2' 75.0 80.0 80.0 90.0
37" 76' 75.0 Bolo Bolo solo JU
53-1/8 67.9 69.9 Bolo solo 3 J
W
'
_ t
w
° � m
-_� Q pM m
Z ^ 4
oI C 3
$ W OI 4 a
NOTE'
VERDCALLY OR HORIZONTTH ALLY AS SHOWN AIONS CAN BE BVE ORIENTED
0
a
01
Li '
0 u t
m o 0 0
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE < o,
BASED ON ASTM E1300-04 (3 SEC. GUSTS).
a
EngCNK?fIMAO PPODUCTm�plying�1p ftPludda �+
RA. PE 70592 Building Code
CAN. 08 Acuplaltw No
Bzplmttori Dale
- -- - - -1 1 ZO QY-- - - - drowiD f10.
{Mwi mi�Dn4o ProductConlrol - 9
L W09_20.
sheet 2oT
75.0
80.0
50.0
75.0
76.6
80.0
60"
75.0
Bolo
80.0
7s.0
solo
80.0
75.0
60.0
60.0
75.0
80.0
BOA
75.0
80.0
80.0
66.8
71.3
80.0
_
fi0.2
842
Bolo
60.2
64.2
80.0
60.2
84.2
80.0
z4'
30•
3g•
42•
487
54"
60'
72'
75.0
solo
Bolo
75.0
Bolo
solo
75.0
80.0
80.0
75.0
80.0
80.0
75.0
76.6
80.0
66.8
71.3
80.0
60.2
6A2
Bolo
24'
'JO"
3g•
42'
48"
64'
B4•
75.0
80.0
80.0
75.0
80.0
80.0
75.0
BD.O
Bolo
70.0
70.0
BOA
65.6
65.0
80.0
64.3
84.3
Bolo
24'
30'
JB'
42'
se'
7&0
80.0
80.0
75.0
60.0
80.0
75.0
7s2
80.0
64.6
64.6
80.0
59.9
80.0
248"4"
24'
�'
36•
108'
75.0
80.0
Bolo
Bolo '
75.0
Bolo
Bolo
74.5
74.5
BD.O
61.5
61.5
Bo.O
24'
30'
3g•
- - 120'
75.0
80.0
Bolo
75.0
-8¢0
80:0-
. 7i.5
74.5
Bolo
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL
SEE ELEV. FOR
X COUNTY APPROVED
& MULUON ANCHORS
MTE NOA
SEE
TYPICAL ANCHORS: SEE ELM FOR SPACING
ii!i
WOOD BUCKS AND METAL STRUCTURE NOT HY ECO WOW.
i! !i
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM 0. P N (i4=120 KSI, F)92 KS)
t !!
AND TRANSFER THEM TO THE BUILDING STRUCTURE. INIU ZUT ri D SIRUCTURFS
1-3/8" MIN. PENETRATION INTO WOOD
THRU 18Y BUCKS INTO CONC. OR MASONRY
1--1/4" MIN. EMBED INTO CONC. OR MASONRY
!! i
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
s
0.
it
I
1 /4" OIA. TEKS OR SELF DRILLING SCREWS (GRADE 6 CRS)
W
INTO METAL STRUCTURES
k
!1 !
STEEL : 1/8" THK. MIN. (Fy = 38 KSI MIN.)
FA
f
ALUMINUM : 1/8" THK. MIN. (6083-T5 MIN.)
i! i!
i
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED) '
!i !i
!i !i
014 SMS OR SELF DRILLING SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS (MIN. THK. _ .090")
i! i!
(NO SHIM SPACE)
!i
TYPICAL EDGE DISTANCE
i! !!
INTO' CONCRETE AND MASONRY = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
!i !i
INTO METAL STRUCTURE = 3/4" MIN.
i! i!
CONCRETE Pa - 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK I'm = 1500 PSI MIN.
SEALANT:
i! u
i1
ALL JOINTS AND FRAME CONNECTIONS SEALED WITH
s JOINT SEALER.
t
1
I E-r- dAVAO AHt/A0 PRODUCTRBVISBD
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piDolo�S
• •
4
•
� � ri I " .J
I
• . - - - -- -- - � � • TYPICAL ANCHORS - - - - — - - Oy� ato Product Coelro(--�
TYPICAL AN HORS ••.. ' ELEV. '
C� it
• g...
i
181• SEE JA
SEE ELEV. FOR SPACING WOOD BUCK -FOR SPAGNO
W
N
Z r
a
�; a�
a�
o�
vp a
�aQQo
0
00�0
J
uj
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droviing no.
W09-20
ITEM
PART
REQD.
DESCRIPTION
MATERIAL
MANP./SUPPLIER/RRHARKS
I
FY301
2
FRAME HEAD/SILL/JAMB
6083-T8
-
2
FY302
AS REGO.
GLAZING BEAD- 7/16' GLASS
6063-T6
3
FY303
AS REQO.
ANCHOR COYER
6063-T5
-
4
E203
AS READ.
GLAZING BEAD BULB
NEOPRENE
ULTRAFAS
5
FLB-5D
1
GLASS SPACER - 1/8' HIGH
SILICONE
FRANK LOWE
6
1110 x 1'
8
FRAME ASSEMBLY SCREIVS
CRS
PH SMS
7
1Y120
-
FLUSH FRAME ADAPTER
6063-T8
OPTIONAL
TYPICAL ANCHORS
SEE ELM FOR SPACING
RECT. OR SQUARE WINDOWS
1e�lqy
00D BACKS
1/8'
ALUM !
CIRCULAR WINDOWS MITER CORNERS
CORNER DRTAILS
1/4' MAX.
FLM PE / 70502
f3A3535 tell
PRODUCFREVISED
Z yy.
O 2
aF£
O o
IL
�D
a
0 O M
0 IL
G
1d hNR
LL z"
3� s
3
B 2 N
W `n
InLn
Qo;`ui
aZ§g
a
droviing no.
W09-20
sheet 4 of 5
• ••wwwwr.�wt1♦
ALT.
TYPICAL
{ORS
IR SPACING
TYPICAL
SEE ELEV. FOR
APPROVED
ANCHORS
1,4° MAX.
• SHIMS
ALT.
i
`•Qe
TYPICAL ANCHORS '
' SEE ELEV. FOR SPACING •, :q
.4
O
i � N
n . ° . I 11PICAL AN
SEE ELEV, FOR SPACING
111STALLATION DETAM {PITH FLUSH FRAME ADAPTER Engr. am u1MAG uLPRODUCr RQVISSDpC�nIF o Ftc vi.i978sa2 • DoRdtiOoa7aAct.plan..T"o 1—t}2C6ItelionDel. - - I
5:o» Dy
_ Mtam a do ProductConal(
YYdArloving no.
09-20
sheet Sot 5
Y
iDENPART
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
MENT OF PERMITTING, ENVIRONMENT, AND REGULATORY 11805 SW 26 Street, Room 208
AFFAIRS (PIRA) Miami, Florlda 33175.2474
BOARD AND CODE ADMINISTRATION DIVISIO.f d T (786) 315-2590 F (786) 315.2599
.NOTICE OF ACCEPTANCE (NOA) wlvw.miemidede.¢ovbern
SIW Impact Windows, LLC
-975 S. Coagress Avenue, # 102
Delray Beach, FL 33445
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation. submitted has been reviewed and accepted by Miami -Dade County PERA -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section On Miami Dade County) and/or the AW (in areas other than Miami Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
Perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by, Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
DESCRIPTION; Clipped, Extruded Aluminum Tube Mullion - L:M.I.
XPP OVAL DOCUMENT: Drawing No. M07-04, titled "Aluminum Tube Mullions", sheets 1 through 7
of 7, dated 10/01/07, with revision C dated 12/06/11, prepared by AI-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E., bearing the Miami -Dade County. Product Control Revision stamp with the Notice of
Aces tangs number arid expiration date by the .Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Laree 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
0 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
ifollowed. by the expiration date maybe displayed in advertising .literature.. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
(distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises and renews NOA 010-1004.01 and consists of this page 1 and evidence pages E-1 and
E-2, as.well as approval document mentioned above.
(The submitted documentation was reviewed by Manuel Perez, P.E.
NOA Me.12.0221.09 -
fl APPRO
Expiration Date: November 21, 2017
41�
�� Approval Date: April 26, 2012
Page 1
SIW Impact Windows, LLC.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A.' DRAWINGS
1. Manufacturer's die drawings and sections,
2. Drawing No. W07-04, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7,
dated 10/01/07, with revision C dated 12/06/11, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Large. Missile Impact Test per FBC, TAS 201-94
c�.
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 100 mulled single
hung .windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
.HETI-07-4107, dated 63/26/07, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under previous NOA#07-1016.06)
2. Test reports on: 1) Air Infiltration Test, per FBC,.TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per SFBC 3603.2 (b)
along with marked -up drawings and installation diagram of series 100 mulled single
hung windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-074108, dated 03/26/07, signed and sealed by Rafael E. Droz-Seda, P.E.
(submitted under previous NOA#07-1016 06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of series 100 mulled fixed
windows, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-07-4115, dated 04/09/07:. signed and sealed by Rafael-E. Droz-Seda, P.E.
(Submitted under previous NO,4#07-101 &06)
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2007,
prepared by Al-Farooq. Corporation, dated 08/13/09 acid revised on 09/14/10, signed
and sealed by Javad Ahmad, P.E.
(Submitted under previous N9A#10-1004.01)
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
Manuel P&
Produet. ttontr I Ex finer
NOA No. - 21.09
Expiration Date: November 11, 2017
Approval Date: April 26, 2012
E.-1
SIW Imnaet Windouvs, LLC,
NQTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-2010, and of no financial
interest, dated December 05, 2011, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHER
1. Notice of Acceptance No.10-1004.01, issued to SIW Impact Windows, LLC for their.
Copped Aluminum Tube Mullion L.M.I., approved on 11/11/10 and expiring on
11/21/12, .
Manuel Per , .
Product Control alr
NOA No. 12 .09
Expiration Date: November 21, 2017
Approval Date: April 26, 2012
E-2
ICT
,I
MULLIONS SONTAINING TYPICAL GAZING PRnntUCTg
1-iORIZONTAL OR VERTICAL
SEE WWODW OR DOOR APPROVAL FOR FASTENERS SIZES AND SaACM
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MTAMI-DADE.COUNTY APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MUWONS
USING MULUON PROPERTIES ONLY
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REOUIREIIEHIS OF THE FLORIDA BUILDING CODE 2DIO EDITION INCLUDING 11
ICCH VMDaTY HURRICANE ZONE (IAA
INSTRUCTIONS: I
USE CHARTS AND GRAPHS AS FOLLOWS.
ALL GLAZING PRODUCTS USED WITH THESE MULIMS MUSE MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS.I.E: WIND LOAD, WATER
.
INFILTRATION, FORCED. ENTRY RESISTANCE, SAFEGUARDS ETC.
r
STEP DE.TERNINE DESIGN LOAD AMU1RM PER ASCE 7 �.
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
FOR PARTICULAR OPENING.
'
' LOADS TO THE STRUCTURE -
STEE 2 USE WAAR-ME COUNTY APPROVID GLAZNG PRODUCES
mP. AVAO AMA? p
ANCHORS SMALL SE AS LISTED. SPACED AS SHOWN ON DENLS, EWBLDMENT
TO NASE MIATFRLAL SHALL BE BEYOND WALL L:OVERWG (SHICCO, TILE EEC.).
MEERC ABOVE LOAD REQU90M NM
MEP 3 USE CONNEDTLON TO MULLION AS PFR PRODUCT
ANCHORING CONLIRDNS OTHER THAN THOSE SHOWN IN 7HESE DETNLS
APPROVAL -
USING CHARTS ON SHEETS -. VRTN
6 "•. A
E
ARE NOT PART OF TH S APPROVAL.
'
LSION
DESIGN RI MORE THMuv uES1LN IDAD SPECIfl D
A LOAD DURATION DICRFASE 6 I6ED W 11E51CIL OF ANCHORS BTIO W000 ONLY.
AB
N STEP I ABOVE. Il
li,
MADEAIS D:wD* BUT NOT LDRLD TD STEFL/LIETAL Summ TLMT CDLE WO
,
USING ANCHOR TtPES ON SHEET 5 THRU 7 AND IANOHOR CHARTS
-CONTACT WRH CITE R-DISSMDAR-MATERIALS-$ MEET -THE -REQUIREMENTS- -
OF 2DIO FLORIDA SLDM CODE SECTION 2003.&C-
Si E 5-ON-SHMT- 4,-�JiEYI CT ANCHOR-IYPRH DES: RATBJG -
- LFORE THAN THE DESIGN LOADS SPECIFIED IN STE� IABOVE
•I ' S
qT •E nn3,�
d � 3
S S g
dmwmg no.
M07—a
1.000 p
3.000 125
TTP.
L L---j I
1 X 3
STD. MULLION
6063-T6
1.000
4.001)
L U
1 X 4
STD, MULLION
6063-TS
�r—z.000--{ p--z.000---j
.125 .250
TYR T1P- .
4.000 4.000
- 2 X 4 2 X 4
STD. MULLION HEAVY MULLION
6063-T6 6063-T6
"r
.375
.125
4.000
375
1 X 4
CUSTOM MULLION
2 X 6
STD. MULLION
6063-T6
—1.250—{
I-�
125
4.500
1-1/4 X 4-1/2
CUSTOM MULLION
2 X 6
HEAVY MULLION
60B3-T6
NOTCH
OPTIONAL
a
a
MULLION CUP (6063 76) h'
(ALT. TO ANGLES)
CUP LENGTHS MUST BE CUT TO FIT SNUG
INTO 20Y TUBE MULLIONS.
NOTCH_
OPTIONAL.125 a
2.000
l�I
L--z.000--I
ANGLE CLIP
6063-T6
6
gr. dAV� MAD PRODUCrPIM TsD i
T1A, PE (i 70592 �C°DWiY�g Wish OlOi�ie7iAg -
CAN. B Haiidiug Cage.
Alptanae No �2• 4y B '
Ex ionl)a,e
MtmN eProdaq drawing no.
� ..00 ..•, - - ---M07-04 -
sheet of 7
Y
DESIGN WAD CAPACITY- PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSP (TUBE MULLIONS)
DESIGN LOAD CAP'.CDY - PSP (TUBE MULLIONS)
N
1-1 t
1-1/4
-
I-L/4
��
c
WINDOW DIMS.
1 X 3
1 X 4
1 X 4
4 1/2
2 X 4
2 X 4
2 X 8
2 X 8
WINDOW. DIMS.
I X 3
1 X 4
1 X 4
4 1/2
2 X 4
2 X 4
E X B
Z R 8r
DIMS.
L X 9
1 X 4
1 X 4
4-l/2
E R 4
E X 4
E X O
E X B
o
WIDTH (W)
MULL SPAN
STD.
STD,
CUSTOM
CUSTOM
HEAVY
STD.
HEAVY
WIDTH (W)
UULL SPAN
STD.
STD.
CUSTOM
CUSTOM
STD,
HEAVY
STD.
HEAVY
ULL SPAN
STD.
BID.
CUSTOM
CUSTOM
STD.
HEAVY
SIT.
HEAVY
Z n
19-1/8'
130.0
130.0
130A
130.0
130.0
130.0
130.0
130.0
19-1/8"
64.3
130.0
130.0
I30.0
130.0
130A
130.0
130.0
-
37.9
59J
78.9
55.3
98.7
130.0
13D.0
C F m
z
28-1/2'
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
28-1/Y
48.4
99S
130.0
130.0
130.0
130.0
170.0
130A
-
-
42A
58.8
399
71.2
111.E
130.0
F W N
j
30'
130.0
130.0
130.0
130.0
1-0
130.0
130.0
130.0
30"
41.0
87.9
130.0
13D.0
128.4
MO
130.0
130.0.37.8
50.3
39.3
82B
98.1
130.01.13D.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
-37'
33.2
71.3
111.6
130.0
104.1
130.0130.013DA-
-
30.6
40.8
-
51.0
79.5
130.0
Qi 04Y
130.0
130.0
130.0
130.0
1J0.0
130.0
130.0
130.0
42'
-
62.5
98.3
127.5
91.7
130.0
130.0
130.0_
-
-
-
35.9
-
44.9
70.1
128.7
C48'
3/B'
130.0
130.0
13D,0
130.0
130.0
130.0
130.6
130.0
48"
�"
-54.9
86.0
111.5
80.3
130.0
130.0
130.0120
31.4
-
39.3
51.3
112.6
L
130.0
130.0
1JO.o
130.0
130.0
130.0
130.0
130.0
54`
-
48.8
78.4
89.1
71.4
1272
130.0
130.0-
-
-
-
-34.9
54.5
100.1
C b60'
123.8
130.0
130.0
130.0
130.0
130.0
130.0
130.0
60'
-
44.0
68.8
89.2
84.2
1145
130.0
139.0-
-
-
-
-
33.1
49.0
90.1
68'
112.5
130.0
13D.0
130.0
130.0
130.0
130.0
130.0
Go"
-
40.0
62.5
81.1
58.4
104.1
118.7
130.0
60'
-
-
-
-
-
-
44.8
81.9
0.01 19 0
72'
103.2
t30.0
130.0
130.0
I30.0
130.0
130.0
130.0
72'
-
38.6
57.7
74.4
5&5
95.4
108.8
00.0
72'
-
-
-
-
-
-
40.0
75.1
0
19-1/8"
13D.0
130.0
130.0
130.0
130.0
130.0
130.0
1X0
19-1/8"
51.5
110.4
130.0
130.0
130.0
130.0
130.0
130.0
19-1/8"
-
-
44.5
59.3
41.6
74.1
116.E
130.0
f, d
28-1/0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
1J0.0
28-1/2"
37.2
79.7
124.7
130.0
116.4
1.30.0
130.0
130.0
28-1/Y
-
-
-
53.5
63A
130.0
btl�
m 3
30'
130.0
130.0
13D.0
130.0
130.0
130.0
130.0
130.0
30'
32.8
MA
110.2
1JOA
102A
IS0.0
130.0
1J0.0
30'
-
-.8
-
47.3
73.7
130.0
4J
I4 a
1.
115.3
130.0
130.0
130.0
130.0
130.0
130.0
13D.0
37'
-
57.1
89.3
118.8
83.4
130.0
130.0
130.0
37'
-
-.5
-
38.3
58.8
1D9.8
42'
101A
130.0
130.0
iS0.0
130.0
130.0
130.0
130.0
42'
-
50.3
78.7
104.7
7&5
130.0
130.0
130.0
42'
-
-3J.8
52.8
96.750-5/8'
I30.0
130.0
130.0
130.0
130.0
13D.0
130.0
46"
84"
-M.0
88.B
81.8
84.3
114.8
130.0
130.0
48"
lu"48'8&9
4b.1
84.b54"
79.0
127.2
130.0
130.0
130.0
130.0
130.0
130.0
54'
39.1
W2
81.4
57.1
101.9
125.1
130.0
54"
40.9
75.2
60'
71.1
114.5
130.0
130.0
130.0
130.0
130A
130.0
60'
35.2
55.1
7&3'
51.4
91.7
112.8
130.0
60.--36.8
67.7
06"
04.7
104.1
130.0
130.0
130.0
130.0
130.0
130.0
Be
-
32.0
50.1
S&6
46.7
8&4
102.3
130.0
88"
-
-
-
-
33.5
61.5
72'
S9.3
95A
130.E
130.0
130.0
13D.0
130.0
130.0
72'
-
-
45.8
61.1
42.8
78,4
85.8
130.0
72'
-
-
14-..8
-
-
30.7
56.4
Z19-1/8"
122.1
13D.0
130.0
130.0
130.D
130.0
130.0
130.0
19-1/8"
34.5
74.0
115.8
130A
108.1
130.0
t30.0
130.0
19-1/8'
-
-
.6
32.0
57.1
89.0
130.0
O
N26-1/2"
88.1
130.0
130.0
130.0
130.0
130.0
130.0
130.0
26-1/2'
-
53.4
83.5
111.2
7&0
130.0
130.0
130.0
26-1/2'
-
-.8
-
41.2
64.3
118.030"
77.8
13MO
130.0
130.0
130.0
130.0
130.0
130.0
.30"
-
47.2
73.8
93.2
8&9
122.8
130.0
130.0
30"
-
-
-
38.4
58.8
f04.3
Z)37"
03.1
119.9
130.0
130.0
130.D
130.0
130.0
130A
37"
-
38.2
69.8
79.6
5&9
99.6
130.0
13D.0
37"
144'
-
-
-
-
48.0
84.5
42"
55.6'
105.b
130.0
130.0
130.0
130.0
130.0
ism
42"
-
3&7
52.7
70.1
49.2
87.7
123.1
130.0
42'
-
-
-
-
40.5
74:f
W48'
B3°
48.6
92.4
130.0
130.0
130.0
130.0
130.0
130.0
48"
88•
-
-
48.1
61.4
4&1
IDA
107.7
130.0
45'--
35.565.2
Zfn64"
43.2
82.2
128.5
130.0
120.0
130.0
130.0
130.0
54"
-
-
41.0
54.6
38.3
08.2
05.8
130.0
54"
-
--
-
-
51,5
57.0
60'
J&9
73.9
115.7
130A
108.0
130.0
130.0
1J0.0
60'
-
-
38.8
49^.'
::!
61.4
86.2
130.0
g
HCO
¢p
Be
35.4
67.2
105.1
124.3
98.2
130.0
130.0
W0.0
Be
-
-
44.8
51.7
55.8
78.4
130.0
Z
W a
72"
32.4
61.6
98.4
114.0
90.0
130.0
130.0
13010
72'
-
-
P3335
40.9
-
51.2
71.8
130.0
INSS DE�RECIANCEt SHAD
HORIZONMULL[}1974.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
19-1/8'
-
51.9
1U82
75.9
IJ0.0
130.0
13D.0
7
-0) 428-1/2'
53.8
11&4
130.0
130.0
130.0
130.0
130.0
130.0
26-1/2'
-
37.5
78.1
84.8
97.7
130.0
130.0
a
T1 �nX v
W. 47.5 101.9 130.0 130.0 130.0 130.0 130.0 130.0 30" - 33.1 51.8 69.0 ' 48.4 SM3 130A 130.0
37" 3B.5 82.8 129.3 130.0 120.7 130.0 130.0 130.0 37" 42.0 55,9 39.2 70.0 109.1 130.0
SW
Be
3&9
728
113.9
130.0
130.0
130.0
130.0
42'
-
-
96.1
130.0
MULLI-
uuwoN
1/4"
83.7
99.7
17J.1
93.1
150.0
1S0.o
1JOA
48`
f08'
--
84.1
130.0
58.6
a"
109.4
82.7
130.0
130.0
130.0
Be
-
-
W3O2
74.7
(30.0
GLAZING
GLAZING
61.0
79.7
98.5
74.4
130.D
130.0
130.0
60"
1
87.3
1Z3,GPRODUCT
PRODUCT49.3
72.5
89.5
67.7
120.7
130.0
1300
Be
4
81.2
112.342Z
66.5
82.1
62.0
110.0
12D.1
130.0
7Y56,1
103.0
ALL LOADS ARE EXT.(+)/INT.(-).
ll
NOTE:
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
-- - -- -- -- MULLIONS--
IXAZINo
' PRODUCT
CIO
GLAZING
PRODUCT
PRODUCT
Ug<m�
m WIDTH (W) = W1 z W2 0
Prp JAVAD-AHMAD •1 a
QYL.'. PRODUCT REVISE 3
FLA PE f 70592 Osc plying with dm No idb o 3
CAN. 3538 DniMing Cade ;,
1 Acccpl4um Noll
' � fi4PiletionD4ro /% � � o $
Hy drawing no.
- trham' ado Product
/ $ y011sheet 3 01 7
DESIGN LOAD CAPACITY - PSF '
WINDOW DIMS.
A=ORS TYPE
WIDTH (W)
MULL SPAN
A
D
C
D
19-1/8'
26-1/2'
30'
1.
42"
48"
54"
60"
66"
72"
38_3/8.
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
130.0
120.5
130.0
130.0
130.G
1G6.1
130.0
128.7
130.0
92.9
130.0
112.6
130.0
82.6
130.0
100.1
130.0
74.3
120.1
90.1
130.0
67.5
109.2
81.9
130.0
81.9
100.1
75.0
130.0
19-1/8"
26-1/2'
30"
37"
42"
48"
54"
60"
66"
72"
_
50-5/8"
130.0
130.0
130.0
130.0
127.5
130.0
130.0
130.0
112.6
130.0
130.0
130.0
91.3
130.0
110.7
130.0
80.5
130.0
97.5
130.0
70.4 '
113.5
85.3
130.0
62.6
101.1
75.9
130.0
56.3
91.0
68.3
130.0
51.2
82.7
62.1
124.1
48.9
75.9
56.9
113.8
19-1/8'
28-1/2"
30"
37"
42"
4W
54"
- 60"
66'
72"
83"
130.0
130.0
130.0
130.0
102.5
130.0
124.2
130.0
90.5
130.0
109.7
130.0
73.4
118.6
89.0
130.0
84.7
104.5
7&4
130.0
Sac
01.4
68.6
130.0
50.3
81.3
61.0
121.9
45.3
73.1
54.9
109.7
41.1
66.5
49.9
99.7
37.7
61.0
45.7
91.4
19-1/8"
26-1/2•
30"
37"
42•
48'
54
60"
66"
72"
120.5
130.0
130.0
130.0
88.9
130.0-
105.4
130.0
76.8
124.1
.93.1
130.0
62.3
100.6
75.5
130.0
74-1/4'
94.9
7
66.5
130.0
48.0
77,6
58.2
118.4
42.7
69.0
51.7
103.4
8.4
62.1
46.5
93.1
4.9
[12
56.4
42.3
84.6
.0
51.7
38.8
77.6
DESIGN LOAD CAPACITY - PSF
WINDOW DAIS.
ANCHORS TYPE
WIDTH (W) IMULL
SPAN
A
D
C
D
19-1/8'
26-1/2'
30'
37'
42'
48'
54"
90"
86"
72'
78'
1
114.7
130.0
130.0
130.0
82.8
130.0
100.3
130.0
73.1
118.2
88.6
130.0
59.3
95.8
71.9
130.0
5E.2
84.4
63.3
126.6
45.7
73.8
55.4
110.E
40.6
65.8
49.2
98.5
36.6
59.1
44.3
88.6
33.2
53.7
40.3
80.6
30.5
49.2
36.9
73.8
19-1/8"
26-1/2'
30"
37"
42"
48"
54"
60,
66'
72"
84"
1
106.5
130.0
129.1
130.0
76.9
124.2
93.2
130.0
67.9
109.7
82.3
130.0
55.0
89.0
66.7
130.0
48.5
78.4
58.8
117.6
42.4
68.6
51.4
102.9
37.7
61.0
45.7
91.4
33.9
54.9
41.1
82Z
30.9
49.9
37.4
74.8
28.3
1 45.7
34.3
88.6
19-1/8"
37'
42"
48'
54,
60"
68'
72'
Bfi"
93.2
130.0
112.9P130.026-1/2"
67.2
108.7
81.5
59.4
96.0
72.0
48.2
77.8
58.4
86.6
51.4
J7.1
60.0
45.0
.
33.0
53.3
40.0
80.0
29.7
48.0
36.0
72.0
27.0
43.6
32.7
65.5
24.8
40.0
30.0
60.D
19-1/8"
25-1/2'
30'
37"
42"
49"
54'
60
68"
72'
1
1
82.8
133.9
100.4
130.0
59.8
96.6
72.5
130.0
52.8
65.3
84.0
128.0
42.5
69.2
51.9
103,E
37.7
61.0
45.7
91.4
33.0
53.3
40.0
80.0
29.3
47.4
35.6
71.1
26.4
42.7
32.0
64.0
24.0
38.8
29.1
58.2
35A
26.7
53.3
ALL LOADS ARE EXT.(+)/INT.(-).
NOTE:
ANY ANCHOR CONDITION SHOWN HEREIN MAY COVER
LOCATIONS AT HEAD, SILL OR JAMB ENDS.
FOR ANCHORS DESCRIPTION SEE SHEETS 5 THRU 7.
(INTERPOLATION BETWEEN WIDTHS OR SPANS ALLOWED)
- - ANCHORS
DESIGN LOAD CAPACITY - PSF -
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A
D
C
D
19-1/8'
26-1/2'
30'
37"
42"
48'
54'
60"
1.
72"
120'
74.5
120.5
90.4
130.0
53.8
85.9
65.2
130.0
47.5
78.8
57.6
115.2
38.5
62.3
46.7
93.+
33.9
54.9
41.1
82.3
29.7
48.0
36.0
72.0
28.4
42.7
32.0
64.0
23.8
38.4
28.8
57.6
21.6
34.9
25.2
52.4
-
32.0
24.0
48.0
19-1/8"
26-1/2"
30"
37"
42.,
48"43.6
54'
60"
66"
72"
67.8
109.5
82.1
130.0
48.9
79.0
59.3
116.8
43.2
69.8
52.4
104.7
35.0
58.6
42.5
84.9
49.937.4
74.8
32.7
65.6
38.8
29.1
58.2
N3O9
34.0
26.2
52.4
-31.7
23.8
47.6
29.1
21.8
43.6
19-1/e"
26-1/2'
30"
37"
42"
.w"
54"
14V
$2.1
100.4
75.3
130.0
44.0
72.5
54.3
108.7
38.6
64.0 -
48.0
96.0
32.1
51.9
3&9
77.8
28.3
45.7
34.3
68.--
24.6
40.0
30.0
60.G
22.0
35.8
26.7
53.3
TY>'E
G1A71NG IIII GLAZING
PRODUCT PRODUCT
D
[11011204TAL MULLIONCR D ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
PRODUCT
3:
PROD
U-l-.;IILOGLAZI
ARMORS
A,B.0 OR 0
MULLION SPAN
W1 + W2 E+9r.JAVAD AIIMAD• PRODUCTRRVISDD
WIDTH (W) = 2 FLT PE 170592 CIVL 4acomPlymga41h01eFlalma d �_
DaDaiog Cade
CAN. 31Fi0 % a
- � �"�" B3imm P�aducl drawing no.
sheet 4 of 7
N
1/4' DIA. ULTRACONS
Ed. 2 PER CLIP (1 ON EACH WING)
1 BY
- - - - - - - - - WOOD BUCK
2 PER I
I
CLII
V
WOOD
CUP
1/4' DIA. ULTRACONS
1 PER ANGLE
1-S/e' O.SIR_/ 11 III L2 X 2 X 1/W
2 PER ANGLE L V ALUM ANGLE
2 X 1/B"
ANGLE
AIN.
1/4- DA ULTRACONS BY 'ELCO'
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE
Ed. = MIN. EDGE DIST.
MIN. EMBEDMENT
WOOD
1"
BLOCK
2-1/2"
CONCRETE
2-1/2'
j ALL CUPS AND ANGLES To FIT SNUG INTO TUBE MULLIONS.
m
-
o '
& M
i CLIPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
1 WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PAINT OR
m
<
m u
1 WATER -WHITE MEiHACRYLATE LACQUER.
Enyr. JAYAD AHMAD .. PRODUCP REVISED
cnh a+complying wf0lfie PMAQa
b
R
FM PC f-70VD2'•.' Building Code
�2•
a
G imlion Dul4 17
ecn' cN
ANCHORS TYPE A' - - -- -N_ - -
' "Q��,•.•; • '
v
drawing no.
M07-04
sheet 5 of 7
p• .1
1/4. OIA ULTRWONs
4 PER CUP (1 ON FACFH W9QG) -
WOOD
2 OIA.
(1 CNNS 7/a• DA IA- ANGU,FA. 2 (1 DN EACH WRNC) 1 PER ANGlE
n
00
7KRCUP
' �. .v .•
;a
.•�
LL m
m
1
31 1
Q'•'�
1/4• DU. ULTRACONS BY 'pGO'
ULTRACONS MAY BE HEX OR FIAT HEM
SUBSTRATE
Ed. -m MW. EDGE DIST.
MIN, EMBEDMENT
WOOD
1•
1-3/O'
9LOCH
2-1/2"
1-1/4•
CONCRETE
2-1/2•
1-1/2'
CUP
/14 SMS
L1/4' ONE ULTRFUONS
2 PER CLIP (1 ON EICLI WING)
ANcHm. /ACJ�110N
ANCHOR LOCATION _---___ $
� � FnGrl ,y�yAD � PRonUCEHBViSED b � �
i I ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS
CLIPS OR ANGLES CONNECTED DUWCTLY TO ILASSONRY TO, BE PROTECTED I 1 FLA. P ♦ 7�2. .: ai 1dL7g(Uae �F
WITH ALKW-Rt�LS W COATINGS. SUCH AS BRUMNGUS PAINT OR I 1 CAM
��SB � No
WATER-1FWIE METHAC iVIATE LACQUER. I 1
* 4064b
- - - —r
l>gHORS TYPE 'B' - - — - - - - - - - - - - - - - - ANCHORS TYPE 'C' - - - - - - - - - - _M07-04
sheet 6 of 7
IN DLA. ULTRACONS
1/4' DW, ULTRACONS
2 PER ANGLE
II II
II Ij 2X 2X 1/8'
11 11 ALUM ANGLE
u u
#14 SMs
1-1/2' O.C. MIN. I I
3 PER ANGLE I I
I 1
LOCATION OF SCREWS CONNECTING ANGLES
TO TUBES WHERE ANGLES ARE NOT FIT SNUG
DIM TUBE MULLIONS.
ANCHORS TYPE 'D'
014 F.H. S.M.S.
• 2/ SIDE
1/8'
THICK ALUM CHANNEL
LENGTH TO FIT SNUG
INTO MULLION
TUBES MAY BE NOTCHED
AS, SHOWN TO ALLOW INSTALLATION
OF CUP ANGLE
CAULK JOINT AFTER ASSEMBLY
1 I \\
ACCESSHOLE
1/4' DIA. ULTRAOONS BY 'MM'
ULTRACONS MAY BE HEX OR FLAT HEAD
SUBSTRATE
Ed. - MIN. EDGE DIST,
MIN. EMBEDMENT
WOOD
1'
1-3/8'
BLOCK
2-1/2'
1-1/4'
CONCRETE
2-1/2'
1-1/2-
ALL CLIPS AND ANGLES TO FIT SNUG INTO TUBE MULLIONS.
CUPS OR ANGLES CONNECTED DIRECTLY TO MASONRY TO BE PROTECTED
WITH ALKALI -RESISTANT COATINGS SUCH AS BITUMINOUS PAINT OR
WATER -WHITE MEOIACRYLATE LACQUER.
THIS SCREW
INSTALLED IN
DIRECTION
�PE
4.0
O
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drawing no.
M07-04
sheet 7 of 7