WS-18-3454Miami Shores Village
10050 NE 2 Ave
Miami Shores FL 33138
305-795-2204
Permit NO.: WS-1 1 -18-3454
Permit Type: Windows/Shutters
= orClassijfcation: Window/Door Replacement
Permit Status: Approved
Issue Date:11/15/2018 I Expiration: 05/14/2019
Location Address Parcel Number
501 NE 106TH ST, Miami Shores, FL 33138 1122310140090 1
Contacts
JAMES FIELDS Owner
501 NE 106 ST, MIAMI SHORES, FL 331382045
DVG BUILDERS INC Contractor
DANIEL GARCIA
260 PAVER DR, MIAMI SPRINGS, FL 33166
Business: 3055067308
Inspection Requests:
Description: INSTALLATION OF IMPACT WINDOWS 15 Valuation: $ 10,000.00 Inspec ion Re
49
TotalSq Feet: 0.00
Fees
Amount
Application Fee - Other
$50.00
CCF
$6.00
DBPR Fee
$3.75
DCA Fee
$2.50
Education Surcharge
$2.00
Scanning Fee
$9.00
Technology Fee
$6.25
Windows/Shutters Fee
$200.00
Total:
$279.50
Building Department Copy
Payments Date Paid
Amt Paid
Total Fees
$279.50
Credit Card 11/15/2018
$279.50
Amount Due:
$0.00
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores
Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate
permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws
regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated.
n It C-PPr
Authorized Signature: Own4r / Applicant / Contractor / Agent Date
November 15, 2018 Page 2 of 2
4-
4
Miami Shores Village
i'
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PE MIT APPLICATION
BUILDING ❑ ELECTRIC ❑ ROOFING
RECEIVED
NOV 15 1(0'18
l
(t "
FBC 201-4-
Master Permit No. VQ S 1(5 3`1S�-k
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
JOB ADDRESS: J b
e-e t-
City: Miami Shores County: Miami Dade Zip: 22 ) 3 r
Folio/Parcel#: ! / - jp , ]_ 1 1 r Q -9 Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
�!'!/
OWNER: Name (Fee Simple Titleholder): eS Phone#: �3a
�e
Address:. So , E, /0711-
I II__
City: 1�iam �S pk s State: G� ' Zip:
Tenant/Lessee Name:
Email
Phone#:
CONTRACTOR: Company Name: "b UI. t p rm2 3-� c — Phone#: S D 3 O$
Address: Z G1'.SO SIlS AV9'
City: F!j1P,-a tk State: *r . Zip: 33 1 i0 S
Qualifier Name: ��►,.� t i2Gt� Phone#: S O Ci-
State Certification or Registration #: �_� l S 107 Z3� Certificate of Competency #:
DESIGNER: Architect/Engineer:
Address:
Phone#:
City: State: Zip:
Value of Work for this Permit: $ !O k-- Square/Linear Footage of Work:
Type of Work: ❑ Addition ❑ Alteration ❑ New []Repair/Repla\lce ❑ Demolition
Description of Work: _ '�.-� Sfip,"-o, *n� 'j'C"O r./ S.
Tv
In clv L---,-j i
Specify color of color thru tile:
Submittal Fee $ Permit Fee $ CCF $ CO/CC $
Scanning Fee $
Technology Fee $
Radon Fee $
Training/Education Fee $
DBPR $
Notary $
Double Fee $
Structural Reviews $
(Revised02/24/2014)
Bond $
TOTAL FEE NOW DUE $
46
Bonding company's Name (if applicable)
Bonding Company's Address
City
State
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City
State
Zip
Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS,
FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC.....
OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all
applicable laws regulating construction and zoning.
"WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY
RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND
TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT."
Notice to Applicant: As a condition to the issuance of a building permit with an estimated value exceeding $2500, the applicant must
promise in good faith that a copy of the notice of commencement and construction lien law brochure will be delivered to the person
whose property is subject to attachment. Also, a certified copy of the recorded otice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit ' ued. In the abseil of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
dSignature Signatur
OWNER or AGENT CONTRACTOR tl
The foregoing instrument was acknowledged before me this The fo*oingiir,4trument was acknowledged before me this
9 day of / VU„ Crn s ('j— 20 1 Y by 1 y y of N 'm )-, C,- - , 20 17 by
�Grn� 5 IC— 1 iCA S , who is ersonally known �ct f L J (f --<--', C�,vvh l personally kn to
me or who has produced
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: I
Seal: — Notary Public Stan d Florida
+P Nathalie Cepero
My Commission GG 252057
a ^ Expires 1211912022
**********
APPROVED BY
as me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print: 1 I i(. •�
Seal: ��+ Notary Public State Of Florida
Nathalie Cepero
' My Commission GG 25M7
�lya� Expires 12,19/2022
****************** * ** *************************************
Plans Examiner Zoning
(Revised02/24/2014)
Structural Review Clerk
11/15/2018 Property Search Application - Miami -Dade County
OFFICE OF THE PR'R)P"'
'ERTY APPRAISER
r„
Summary Report
Property Information
Folio:
11-2231-014-0090
Property Address:
501 NE 106 ST
Miami Shores, FL 33138-2045
Owner
JAMES FIELDS
Mailing Address
501 NE 106 ST
MIAMI SHORES, FL 33138-2045
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL -SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
3/2/0
Floors
2
Living Units
Actual Area
1
1,916 Sq.Ft
Living Area
1,669 Sq.Ft
Adjusted Area
1,711 Sq.Ft
Lot Size
9,150 Sq.Ft
Year Built
1935
Assessment Information
Year
2018
2017
2016
Land Value
$185,165
$205,739
$172,556
Building Value
$107,177
$107,177
$107,177
XF Value
$0
$0
$0
Market Value
$292,342
$312,916
$279,733
Assessed Value
$110,604
$108,330
$106,102
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes
Cap
Assessment
Reduction
$181,738
$204,586
$173,631
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
1 $25,000
$25,000
$25,000
Note: Not all benefits are applicable to all Taxable Values (i.e. County, School
Board, City, Regional).
Short Legal Description
AMD PL MIAMI SHORES SEC 5
PB 10-47
LOT 13 & W1/2 LOT 14 BLK 109
LOT SIZE 75.000 X 122
OR 13392-1851 0887 1
Generated On : 11/15/2018
Taxable Value Information
20181
2017`
2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
1 $60,604
$58,330
$56,102
School Board
Exemption Value
1 $25,000
$25,000
$25,000
Taxable Value
1 $85,604
$83,330
$81,102
City
Exemption Value
1 $50,000
$50,000
$50,000
Taxable Value
1 $60,604
$58,330
$56,102
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$60,604
$58,3301
$56,102
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
08/01/1987
1 $110,591
13392-1851
Sales which are qualified
The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property
Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclairner.asp
Version:
L
Miami shores Village
Building Department
10050 N.E.2nd Avenue
Miami Shores, Florida 33138
Tel: (305) 795.2204
Fax: (305) 756.8972
Inspection requirements for:
Windows, Doors, Skylights or Fixed Glass (cladding) Permits
Upon issuance of permits for the scope of work involving the removal, changing and/or
replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding)
the permit holder or qualifier bearing his signature on the permit application shall abide
by the requirements of this department and comply with the following statement:
Upon obtaining window and/or door permits for the installation of same, it is the
responsibility of the permit holder to request window/door framing in -progress
inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims,
etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The
purpose for this inspection, is for the verification of conformance with Product
Approval (NOA).
Iq 11S►
Date Print Name
Customer Namet )n M e S Ei c i d _�-
�cM) c�SEn£r.0 r ,Noaw NCta �SDz%Z.c+y Address: Sit N4i \oL <�(-
wIn►�oo,a Nca I.N c)il?.oS ItV.%nn� SttvY�-'��, C� 33k7 S�
;U Phone number:
B U I L G) E" S n E-Mail:
RESIDENTIAL S COMMERCIAL FJ m
o < rotection Type: ❑Accordion ❑Panel Ompact
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37-
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RAMMS ghGJN1
2100 W 76 Street, Hialeah orida 33016
e o r, P. I # 11955 / 0006024
DESIGN WIND LO IN PSF.
FOR 175 MPH 1A
f - \
INC.
FLORIDA BUILDING CODE, 2017'
CE 7-10 WIND CODE
K =.85 ,
ZON
Interior & Exterior tones (4&5 - Walls) Posit a Pre sures
Exposure C or the 175 mph Wiho Zdne CATEGORY BLD
Height
(MaximuW
ffective Wind Area (or,
tary Area) in Square Fee
10
20
60.
1.00
0.95
0.92
0.89
''0.88
-0.86•
40.4
38.5
37.5
36.7
,/ - 36.1 ,. '
• 35. X ...
40.8
39.7
38.9
38.3,:.'
:.. 37.8
2
44.6
42.6
41.5
40.6' .
40.0
••• 39.4„•
44.4
43.2
42.3
`,41.7
41.
40
49.4
47.2
45.9
44.9 .
,,'44.2 ..
..' 43.6.%
50
51.8
49.4
48.1
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46.4 ; •
; • ; 45.7 •
60
53.7
1 51.2
49.8
48.8
48-1
47. • • •
r-
f',
.. .
Interior Zone (4 - Walls) Negative Pressures so
Exposure C For the 175 mph Wind, Zone CATEGORY 2 BLDG
Height
(Maximum)
Effective Wind Area (or, Tributary
Area) in Square Feet
10
20
30-
40
50
60
-1.10
-1.05
-- "-1.02,/
-0.99
-0.98
-0.96
15
-43.8
-42.0 : '
.: 40:9
-40.2
-39.6
-A 1
20
-46.4
-44(4, '
,-- -43.3
-42.5
-41.9
-41.4
25
-48.4
-46.4
-45.2
.-47.2
-44.4
-43.8
-43.2
30
-50.5
' -48.4
-
-46.3
-45.6
-45.1
40
-53.6
r 75V4
-50.1
-49.1
-48.4
-47.8
50
-56.2
-53.8
-52.5
-51.5
-50.7
-50.1
60
-58:2 .-- '
, -55.8
-54.4
-53.4
-52.6
1 -52.0
Exterior Zones (5 - Walls) Negative Pressures
Exposure C _ For the, 175 mph Wind Zone CATEGORY 2 BLDG
Height
Maximum
Effective Wind Area (or, Tributary
Area) in Square Feet
10
20
30
40
50
60
_ - -1.40
-1.29
-1.23
-1.19
-1.15
-1.13
15
- -54.1
-50.4
-48.3
-46.8
-45.6
-44.7
20
-
-53.4
-51.1
-49.5
-48.3
-47-3---
25
-59.8
-55.8
-53.4
-51.7
-50.4
-49.4
0
- .
-58.1
-55.7
-53.9
-5 .6
-51.5
40
-66.1
-61.7
-59.1
-57.2
5.8
-54.6
50
-69.3
-64.7
-61.9
-60.0
-58.5
-57.3
60
-71.9
-67.0
-64.2
-62.2
-60.6
-59.4
NOTE: AN 8% REDUCTION OF THE LOADS SHOWN ABOVE MAY BE TAK N FOR FLAI KUUFS.
Length of End Zone (a): 10% of least horizontal dimension or .4 h, whichever is smaller' U
but not less than 4% of least horizontal dimension or 3 ft. (h = me
roof height in j) U
-- - - - -
- - THESE TABLES ARE NOT TO BE REPRODUCED IN WHOLE OR T V J
WITHOUT WRITTEN PERMISSION BY RAMMS ENGINEERING. ALS , THESE
TABLES ARE INVALID UNLESS SIGNED WITH BLUE INK AND SEALED B VVV
ROBERT MONSOUR.
RESIDENCE
501 NE 106T" STREET
WINDOW REPLACEMENT PERMIT LAYOUT OPENING SCHEDULE
1-15 OPENINGS (1-15) MRH = <25'
WORST CASE SCENARIO
......
.
......
....
.
.....
OPENING
••••••
•••• •••••
#
APPLICABLE NOA
WIDTH
HEIGHT
DESIGN ?;;NSURE .
;. ZONE...
1
18-0213.03
37
50
+44.6/-598
• •: • 5 ""'
2
18-0213.05
74
50
+44.61=59:8
5 '
3
18-0213.03
37
50
+44.6/-59.8
5
4
18-0213.03
37
50
+44.6/-59.8
5
5
18-0213.03
37
50
+44.6/-59.8
5
6
18-0213.03
37
38
+44.6/-59.8
5
7
18-0213.03
37
50
+44.6/-59.8
5
8
18-0213.03
37
50
+44.6/-59.8
5
9
18-0213.03
37
38
+44.6/-59.8
5
10
18-0213.03
37
50
+44.6/-59.8
5
11
18-0213.03
37
50
+44.6/-59.8
5
12
18-0213.03
37
50
+44.6/-59.8
5
13
18-0213.03
37
38
+44.6/-59.8
5
14
18-0213.03
37
50
+44.6/-59.8
5
15
18-0213.03
37
50
+44.6/-59.8
5
MIAMOOE
EW
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE__OF_ACCEPTANCE (NO2
RC Home Showcase,
16115 NW 52°d Ave
Miami, FL 33014
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.Qov/economy
......
.. ... . ..... .
This NOA is being issued under the applicable rules and regulations governinjoth" Ise of construction
materials. The documentation submitted has been reviewed and accepted by MiaN - jade County RER ; • • • •
Product Control Section to be used in Miami -Dade County and other areas whereNLgned by t t Ahthority.....
Having Jurisdiction (AHJ). . • . • • • 0000 • • : • •
This NOA shall not be valid after the expiration date stated below. The Miami-Da&40ottnty Prodwt Control• • • • • •
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadeee8o iV) reserve'the right •,
to have this product or material tested for quality assurance purposes. If this product br mat rWMils to"O"o
perform in the accepted manner, the manufacturer will incur the expense of such l est ixi* and tti AHJ mays....
immediately revoke, modify, or suspend the use of such product or material within their jurisd'4* � 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.
Series "CM100" Outswing Aluminum Casement Window - L.M.I. 11
APPROVAL DOCUMENT: Drawing o. W04-16, titled "CM100 Aluminum Casement Window
(L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATINGbeMr_ff_rMmmJe_, Large and Small Missile Impact Resistant
LABELING: Each unit shall ame or logo, city, state,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No. 15-0416.02 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4 and Green Sustainable Attribute (G.S.A.) page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
. 7- / NOA No. 18-0213.03
MIAMI-DADE COUNTY �D aj �!{ f 'l•� I Expiration Date: July 29, 2019
Approval Date: March 29, 2018
Page 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections. (Submitted under NOA No. 1d-0932.06)
2. Drawing No. W04-16, titled "CM 100 Aluminum Casement Window •(L.M .7? sheets • • • •; •
0/1
1 through 11 of 11, dated 03/01/04, with revision J dated 11/15, pteparPUW;Ll-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E. e""' • �' • •
sees..
sees
B. TESTS sees . sees.
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • • • • • • • • • • • •
2) Uniform Static Air Pressure Test, Loading pt? FBC, TAS'202-94 "
3) Water Resistance Test, per FBC, TAS 202-5V':': ••
j s e sees..
4) Large Missile Impact Test per FBC, TAS 20J-94e ;"••' e
5) Cyclic Wind Pressure Loading per FBC, TAS,203:94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-93 • • e • •
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.06)
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an outswing aluminum
Casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 10-0426.09)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-03-1344, dated 09/12/03, HETI-03-1346, dated 09/16/03, HETI-03-1350,
dated 10/14/03 and, all signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 06-1130.01)
Sifang Zhao, P.E.
Prod ^�L�E anner
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E-1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 marked —up drawings and installation diagram of aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859,
dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 06-1130.01) • • • • • •
C. CALCULATIONS • • • • • """
1. Anchor verification calculations and structural analysis, conagLvjng with )3C 5t6 • • • •
Edition (2014), dated 03/31/15 and 11/090/15, prepared by'Al,-Farrooq Vorpo'ratior�....
...... .... ..
signed and sealed by Javad Ahmad, P.E. •
...
2. Glazing complies with ASTM E1300-09 *Goo
. . . . ......
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resourca mR). • • •' •':
E. MATERIAL CERTIFICATIONS
1. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB
Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 51 Edition (2014), and of no
financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.06)
3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 10-0426.09)
4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03,
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859,
dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03,
issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.
Droz-Seda, P. E.
(Submitted under NOA No. 06-1130.01)yG
Sifang Zhao, P.E.
NOA No. 18-0213.03
Expiration Date: July 219, 2019
Approval Date: March 29, 2018
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their
Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on
12/26/13 and expiring on 07/29/19.
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation Resistance Calculation Report on:
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U—Factprs"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product: S"Olar Heat • • • • •
Gain Coefficient and Visible Transmittance at Normal Inci Ace" ;...;. •,
3) NFRC 500-2004 "Procedure for Determining Fenestration'Paoduct ('ondensatior!""'
Resistance Values" • .... •
Using computer simulation in accordance with NFRC: Fran -and EdgVM6delmg:....
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Apprupv4 at test f at6), of a • • •
RC Aluminum Series "CM100" outswing casement aluminumf nine wifittbW, along'•':'
with attached drawings and bill of materials included in Appgngp'x *-A, marked up by
National Certified Testing Laboratories, Test Report No. NCT.L-110-12449'Ot,•pageS
01 through 07 of 07, dated 11/12/09, signed by Richard A. McVidcer4II, Simulator, an
Steven H. Coble, NFRC Accredited Simulator, Simulator—In—Responsible—ChMe
3. NFRC 102-2004 Thermal Performance Test Report on:
1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"
Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum
Casement Prime Window with Low E and Argon, along with submittal component
drawings, with applicable part numbers, manufacturing and modeling details included
in Appendix A, marked -up by National Certified Testing Laboratories, Test Report
No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.
Mitchell, Technician, and Robert H. Zeiders, P. E., Vice —President Engineering & Quality
Person —In —Responsible Charge.
4. Recycled Content Determination Report on:
Name: Casement Window, CM100
Raw Material: Aluminum
Including letter from Fundiciones Industriales S.A. (FISA) dated 03/22/10,
certifying that the extruded aluminum products contained 30% recycled scrap
material, signed by Henry Kronfle, Vice —President.
Sifang Zhao, P.E.
NOA N729,2018J
Expiration Date:
Approval Date: M
E-3
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets
1 through 11 of 11, dated 03/01/04, with revision K dated 02/22/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B.
TESTS
.
1. None
......
C.
CALCULATIONS
"""
""%
1. Anchor verification calculations
and structural analysis, corgp�jng with F,BC
611....;
Edition (2017), dated 02/16/2018,
prepared by Al-Farooq Corporation, %1gMd
and....
sealed by Javad Ahmad, P.E.
• • ; • • ; ; • • •
.. ..
• • • • •
D.
QUALITY ASSURANCE
....
......
•
. . . .
1. Miami -Dade Department of Regulatory and Economic Resources (RER) ; • • • • •
......
E. MATERIAL CERTIFICATIONS • • •
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their "Trosifol®
Ultraclear, Clear and Color PVB Glass Interlayers" dated 0l/18/18, expiring on
07/08/19.
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated February 15, 2018, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their
Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on
01/14/16 and expiring on 07/29/19.
Sifang Zhao, P.E.
Product Control Rv�•-u
NOA No. 18-02 33.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
E-4
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
GREEN SUSTAINABLE ATTRIBUTES (GSA)
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami —Dade County Product Control.
GA — RECYCLED CONTENT / BIO—BASED MATERIAL / RAPIDLY RENEWABLE MATERIAL
Component Name
% Recycled
% Recycled
at Disposal
% Bio—based
Material
% Renewable Material
•
• • •
Content at
Manuf.
1. Window Aluminum
30%
100%
N/A
• • N/ • •
0*0:00
......
G.8 — U—FACTOR THERMAL TRANSMITTANCE BTU/ HR—FT2—OF ' .. • .' : ""'
.9 — SHGC—FACTOR SOLAR HEAT GAIN COEFFICIENT BTU/ HR—FT2 • • • • • • • • • •
VT — VISIBLE LIGHT TRANSMITTANCE AT NORMAL INCIDENCE
CR— CONDENSATION
RESISTANCE • • •
ID#
Test
Re s t#:
p
Product
Number
Glazing Components:
rs8:
U—Pastor
G.9:
$HGCBase
VT
.. .
CR
line
Product
000
5/32 CLR 240#2—SS—D—ARG BRZ-1/8-090 PVB-1/8
0.62
0.19
•0 14
17
1.
001
5/32 CLR 240#2—SS—D ARG BRZ-1/8_090 PVB-1/8
0.62
0.19
0.19
17
2.
NCTL
002
5/32 CLR 240#2—SS—D_ARG _CLR-1/8 090 PVB 1/8
0.62
0.20
0.25
17
3.
110-12450-1
003
5/32 CLR 240#2—SS—D_ARG_GRN-1/8 090 PVB 1/8
0.62
0.19
0.17
17
4.
004
5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8
0.62
0.19
0.23
17
G.10 — C—FACTOR
Component Name
1. Whole Window
Legend
Abbreviations:
Description:
SS—D
Desiccant —Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon
PVB
0.090" Poly Vinyl Bu al (PVB) interla er
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
C—Value
1.94
CONDUCT
G-1
Sifang Zhao, P.E.
NOA No. 18-0213.03
Expiration Date: July 29, 2019
Approval Date: March 29, 2018
CM100 OPERATING/FIXED
Ai TTMTNUM CASEMENT WINDOWS
FOR FLANGE FRAME WINDOW CAPACITY SEE SHEETS 2 & 4.
FOR FLUSH FRAME WINDOW CAPACITY SEE SHEETS 3 & 4.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
nIMIMM mn INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO BE HIGH IMPACT, NON-METAWC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME RJTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE LTC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
APPROVAL APPLIES TO SINGLE VENT WINDOWS R-1
OR DUAL VENT WINDOWS USING INTEGRAL pIMPOST. \ /
MULLION CAPACITY
FOR THIS OPTION
ALSO TOP AND BOTTOM COMBINATIONS OF FIXED
AND CASEMENT WINDOWS USING STACKING
SEE SEPARATE
HEAD/SILL WITHOUT MULUON.
\
ALSO TO SIDE BY SIDE COMBINATIONS
OF CASEMENT/FIXED, CASEMENT/CASEMENT
/
OR WITH OTHER WINDOW TYPES INMODULES
F
OF TWO OR MORE WINDOWS
\
USING APPROVED MULLIONS.
RATING OF FIXED WINDOWS UNDER SEPARATE
NOA.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. o c a
o � =
• • • • • • • SHUTTERS ARE NOT REQUIRED.
•• •• ••• • • ••• •• ` �`JT1jTr� Y
PRODUCT
gREVISED =
a
6unai complying the Florida MAR p 2 9n18
ON.".• 1�0213.Q�• ••• ••• .'.4 V
• 4plra4n Date 201 • • %O. ATE OF •�fy` drawing no.
• • • �'� •. 20 t ' �: W04-16
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
37" MAX. 74' MAX.
WINDOW WIDTH WINDOW WIDTH
35 3/8' MAX. 35 3/8" MAX. 35 3/8' MAX.
VENT WIDTH
30 1/8" MAX.
m w FA
D.LOPOPG.
C
I 1
=�-
II / II
�I II
D
1 I
K I,
I
\
8 5/8" MAX. I
HEAD/SILL F^ ^i
CORNERS SINGLEVENT WDW.
l]' WY
MAY
VENT WIDTH
VENT WIDTH
LSE MUNDNS
BE USED
30 1/8" MAX.
30 1/8' MAX.
D.L OPG.
D.L OPG.
6
`
\
I �
\
F
\\
8
B
I�POST
\
\
i I
' I
\
..
�d
II I�
NM<W
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N
8 5/8" MAX. I`16' TWO ANCHORS
HEAD/SILL AT EACH SIDE OF fOST
CORNERS DUA
iY ueY
37" MAX. 37' MAX. U U
WINDOW WIDTH
WINDOW WIDTH
35 3/8" MAX.
35 3/8' MAX.
VENT WIDTH
VENT WIDTH
30 1/8" MAX.
30 1/8' MAX.
D.L OPG.
D.L OPG.
A / /
6
`
\
I
/
E
-
/ MUWON
6 \
\
6 5/8" MAX.
2"
5/8' LOCKING
SEE
BY SIDE WDWS. ON SHEET 4
O
N
CORNERS SIDE
?
z
�
TWO ANCHORS
�
AT EACH SIDE OF MUWON
SEE CHART SHEET 4
O Z
_
�2 n
U� o
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER �T " o
• • • • • • • CeRTS•SHJWN � 0SHEET 4.
Ail
•as coflyyi�•ga Y/th fla ■orl•a • • ��•• ...
o
04,
• Ito Codes • • • •
NOA-No. ie-02i3.0� ^
Expiration Date
_07//RAR 0 2 Via
��T
• •• �d ••• •••
rol • • ��'•• EOF [yam drowing no.
• • • ••• i • i i S'' c►.•''G��� W04-16
FLANGE• AAMI•WI4O!S •• •• •• '��S/OfyA1�`` 112 o111
• • • 'TU 111111`\ sheet
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
37' MAX. 74' MAX.
WINDOW WIDTH WINDOW WIDTH
35 3/8' MAX. 35 3/8' MAX. 35 3/8' MAX.
VENT WIDTH ilLO
VENT WIDTH
30 1/8' MAX. ¢ FALSE MUNTANS 330 1/8' MAX. mz
m w MAY BE USED i
D.L OPG. � DA- OPG.
Ai \ �� 0
s 1
/ \
POST
Ic
x w d II x I-1. a0
< < x N O N Vf O Y S N I f \ m
,�TI I� _ a
I
LL
3'
5 3/4' MAX. 8 1/2'MAX. 5 3/4' MAX. IF TWO ANCHORS
37" MAX 37' MAX. U U
WINDOW WIDTH
WINDOW WIDTH
35 3/8' MAX.
35 3/8' MAX.
VENT WIDTH
VENT WIDTH
30 1/8' MAX.
30 1/8' MAX.
D.L. OPG.
D.L. OPG.
81 //
`II
/
'
II
II
II' II
87
81
M N
I
/II
_
.
g3 \
rL \o
__II ___
s \
\
5 3/4' MAX.
LOCKING
SEE
HEAD/SILL HEAD/SILL HEAD/SILL AT EACH SIDE OF IMPOST HEAD/SILL
CORNERS SINGL VENT WDW. CORNERS y�. SEE CHART SHEET 4 CORNERS
37' MAX. 37' MAX.
WINDOW WIDTH WINDOW WIDTH
N1 % rn
J �g5
9 K 9 mw
i B • �z
HI K
U
/ Y
� S /Z
z
x
§i a 0N 3
N > \ O
n \
/
/
/
/
/
S
/
x
4LT\
\
\ N7 M7
\ g 9
5 3/4' MAX. P 8 1/2'MAX. 5 3/4' MAX. r 8 1/2'MAX.
HEAD/SILL HEAD/SILL HEAD/SILL HEAD/SILL
CORNERS CORNERS
SIDE RY SIDE WDWS, ON SHEET 4
j
t v
N'-n
z
a
TWO ANCHORS
E Z
AT EACH SIDE OF MULLION
SEE CHART SHEET 4
<
o
E
DESIGN LOAD RATINGS FOR THESEINCIDC
CHARTS SHOWN ON SHEET 4.
O • • • • • • • • • • •
• a>,eo�pl yrltlljhs lor�a • •
0 2
Expiration Data oz018
By
• • • MlamiiDads P uct Control• • � ®'•
FLUSH EMI:: •WINI70j"rS : • • • o •
• •
•••
•
•
• •
•••
•
•
•
•
• •
• •
•
•
• •
•
• •
• •
• •
•
• •
• •
•••
•
•
•
•••
•
•
TO BE AS PER d 9191 � s o e
c -
I
•�
OF (yam drawing no.
i op'.. A W04-16
j4AL11e�`\ sheet 3 of 11
DESIGN LOAD CAPACITY - PSF
SIDE BY SIDE SINGLE VENT WDWS.
WINDOW DIMS.
GLASS TYPES
'A' A 'E'
1 X 0 MULL
1 X 4 MULL
WIDTH (W)
HEGHT (H)
EXT.(+)
INT.(-)
EXT.(+)
INT.(-)
19-1/B'
24'
26-1/2'
70•
37'
42'
53- 8
38-3/8,
80.0
80.0
$0.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
B0.0
E0.0
80.0
80.0
80.0
80.0
19-1
24'
26-1/2'
30'
37'
42•
48•
53-1/8'
�•
80.0
EO.O
80.0
80.0
80.0
90.0
80.0
80-0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19-1 /8'
24'
26-1/2'
30"
37"
42"
45'
53-1/B"
50-5/8"
80.0
E0.0
80.0
50.0
.0
80.0
0
80.0
80.
80.0
50.0
BOO
80.0
80.0
80.0
1. 80.0
19-1/8"
24"
26-1/2'
W.
37
42"
60'
80.0
80.0
..0
.0
50.0
80.
80.0
80
80.0
O
80.0
80.0
19-1/8'
24"
26-i/2"
3p'
37•
42
Co.
80.0
80.0
80.0
E0.0
80.0
80.0
E0.
80.0
80.0
.0
80.0
19-i/8'
24'
26-1/2'
30'
37'
66,
80.0
80.0
80.0
80.0
80.0
80.0
E0.0
80.0
80.0
80.0
19-1/8'
24'
26-1/2"
30•
37"
72"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
73.5
80.0
178,
26-1/2'
30'
37•
74-1/4'
80.0
80.0
80.0
80.0
e0.0
80.0
79.2
80.0
66.6
80.0
I
DESIGN LOAD CAPACITY - PSF
DUAL VENT WINDOWS
WINDOW DIMS.
GLASS TYPES
'A' k '8'
WIDTH (W)
HEIGHT (H)
EXT.(+)
77•
48•
53-1/8"
W.
72"
74'
84'
96"
106-1 4'
38-3/8"
80.0
80.0
00.0
80.0
80.0
80.0
80.0
80.0
37•
53-1/8"
80'
4•
84 '
96,
106-1/4'
80.0
80.0
80.0
80'0
80.0
80.0
80.0
37"
48'
53-1/8"
60"
72"
74'
84'
60•
80.0
80.0
BOD
80.0
80.0
80.0
80.0
37'
48•
53-1/8'
W.
72"
74"
84'
63"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
37'
4g•
53-1/8'
Co.
72•
74'
66'
80.0
80.0
80.0
80.0
80.0
80.0
37"
48'
53-1/8'
W.
72'
74"
72'
80.0
80.0
60.0
80.0
80.0
80.0
37"
48'
53-1/8'
60'
72'
74'
74-1/4"
80.0
80.0
80.0
80.0
80.0
78.9
DIRECTION OF
VENT OPNG.
OPTIONAL
W W
/ / t
H / /
MU 'ION
/ /I MULUON
ITN' ANCHORS
EACH SIDE
FlXED INDOW
OR EMEM WINDOW
FO FIX. WOW. RATING
S SEPARATE NOA
WDW. HEIGHT
UPTO
N0. OF
KEEPERS
AT SASH
NO- OF
I HINGES
AT SASH
29-1 4"
2
2
42'
3
2
44-1 4'
3
3
59-1 4"
4
3
74-1/4-
5
3
DESIGN LOAD CAPACITY - PSF
SINGLE VENT WINDOWS
WINDOW DIMS.
GLASS TYPES
'A' h B.
WIDTH (W)
HEIGHT (H)
EX (+)
INT.(-)
19-1/E'
24"
26-1/2'
3p•
3�•7,1
48
3-1/8"
48'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
9-1/8•
24'
6-1/2"
37'
48"
53-1/8'
50-5/8
80.0
80.0
80.0
80.0
80.0
80-0
19-1/8"
24'
26-1/2'
30'
37'
42"
60'
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8"
24'
26-1/2'
30'
37•
42'
_
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8"
24"
26-1/2'
30"
37'
66"
80-0
B0.0
80.0
80.0
80.0
19-1/8"
24"
26-1/2'
30'
37•
72"
80.0
80.0
90.0
80.0
80.0
K-1/8"
80.0
• • • • • • • • • • •
• PRODI/CTORE AD• • • •
• as cdm • A FI•rid•
•
•• <all•ing • ••
NOA-No18-0213.03
Expiration Dat•317/29/2019 MAR p 2 9 NOTE: • ••SY • • ••• Soo 018
GLASS CAPACITIES ON THIS SHEET ARE gtrol• •
BASED ON ASTM E1300-09 (3 SEC. GUSTS) • •
AND FLORIDA BUILDING COMMISSION FLANGE AND FLUSH.P$AM$. WINDOWS • • : • ; •
DECLARATORY STATEMENT OCA05-DEC-219
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
U � '
0
�f z 20
O
0 VU
N
d N
it
OF F
0 t
Oa OR G N g
04H
O:mzD N
a�7�„
o2, C
.� OmQ J
aWm€�
W
=
n
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3
0
n
U
Z
o
0a
z
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o
2-.= R
V
� �
Tho
NO- OF I
NO. OF
WDW. HEIGHT
KEEPERS
HINGES
UPTO
AT SAS141
AT SASH
42'
2
2
74-1 4'
3
1 3
592 3 1 k
; Q OF �[[/ � drawing o no.
/8" HEAT STREWD GLASS
.090" Interlayer
Troaifol PVB
By 'Kurarcy America, Inc.'
OR
090' Inte,I.y.r
SentryGlas
By Kuraray
America, Inc.'
F1/8" HEAT STREN'D GLASS
a: SILICONE
E
SILICONE ur DOWSIL 795
z m DOWSIL 795 4^4
VENT FIX. LITE
G S TYPE `A'
5/32" TEMP. GLASS
1/4' AIR SPACE
1/8' HEAT STREN'D GLASS
.090' Interlayer
Troaifal _
BR'Kuraray Americo, Inca
.090" Interlayer
SentryGlaa
By 'Kuraray America, Inc'
1/8" HEAT STREN'D GLASS
w
z m SIUCONE
ut DOW51L 795
I
DURASEAL SPACER
BY IOUANDX'
OR 23
CARDINAL XL
EDGE SPACER VENT
ST. STEEL GLASS TYPE
GLAZING OPTIONS
NOTE:
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPE 'B' MUST BE TEMPERED.
FIX. LITE
ITEM NO.
PART ER
QUANTITY
DESCRIPTION
MATERIAL
MANP./SUPLIER/REMARKS
1
C —DOI
2/ WDW
FRAME JAMB
6063—T6
—
2
M100-002
2/ WOW
FRAME HEAL AND SILL
6063—T6
—
3
CM100-007
AS REDD.
FRAME JAMB (FIX.)
6063—T6
FOR FOXED WINDOW
4
CM100-008
AS REDD.
HORIZ. IMPOST
6063—T6
FOR FIXED WINDOW
CM100-012
AS REQD.
JAMB ANCHOR CUP
B08J—T6
—
6
CMIOO-013
AS REDD.
VENT HINGE
8005—T5
INSTALLED WITH (3) 110 X 3/8" MS
7
CM100-014
AS REDD.
I FRAME HINGE
6005—T5
N67ALLED WITH (2) 010 X 3/8" MS
8
CM100-015
AS REDD.
FRAME HEAD/SILL (FIX.)
6063—T6
FOR FIXED WINDOW
9
CM100-016
4/ WOW
GLAZING BEAD (LAM. GLASS)
6063-1`6
FOR FIXED WINDOW
10
CMIOO-017
4/ WOW
GLAZING BEAD (LAM. INS. GLASS)
6063-176
FOR FDXED WINDOW
11
CuiOO-018
4/ WOW
SNAP COVER (LAM. GLASS)
6063—T6
IFOR FlXED WINDOW
12
CM100-019
4/ WOW
SNAP COVER (LAM. INSUL. GLASS)
6063—Te
FOR FIXED WINDOW
13
CM100-032
AS REDO.
VERTICAL IMPOST
6D63—T6
—
14
CM100-021
2/ IMPOST
ANCHOR CUP FOR VERTICAL IMPOST
6063—T6
—
15
CM100-022
ANCHOR ARM OPERATOR
6063—T6
—
16
AS REQD.
SCREENS
ALUMINUM
OPTIONAL
19
CM100-026
4
VENT STILE
6063—T6
—
20
CMIOO-027
1/ CORNER
CORNER LOCK
&M3—T6
—
21
V-033
AS REDD.
TREMCO TR-5804N SPONGE
NEOPRENE
—
22
P-049
AS REDD.
GLAZING INSERT
RIGID PVC
MELTPOINT
23
V-055
AS REDD.
VINYL FOR LAM. INSUL GLASS — VENT
PVC
DUROMETER 75±5 SHORE A
24
V-059
AS REOD.
VINYL FOR LAM. h LAM. INSUL GLASS (FIX.)
PVC
MELTPOINT, DUROMETER 75±5 SHORE A
25
AS REDD.
3/16" X 3/8' X 4' LG. SETTING BLOCK
EPDM
DUROMETER 80±5 SHORE A
26
AS REDD.
1/8' X 1/2" SINGLE FACE TAPE
—
—
27
P-025
—
PLASTIC CAM M h M
NYLON
—
30
CD25 do CD35
SINGLE ARM OPERATOR
ST. STEEL
ROTO HARDWARE SYSTEMS
31
—
—
—
—
—
32
L305-6645
3 POINT LOCK ASSEMBLY
ROTO HARDWARE SYSTEMS
33
CT553
—
GUIDE HOUSING
—
I ATTACHED W/ (3) /8 X 3/4' SMS
34
GS001
—
STRIKER
ATTACHED W/ (3) /8 X 1/2' SMS
35
10 X 1
2/ CORNER
FRAME ASSEMBLY SCREW
ST. STEEL
PH PHL SMS
6
#10 X 1/2"
2/ CORNER
VENT ASSEMBLY SCREWS
ST. STEEL
FH PHL SMS
3
'10 X 3/4"
4/ CORNER
YAPOST ASSEMBLY SCREWS
ST. STEEL
PH PHL SMS
38
#10 X 3/4"
2/ SIDE
IMPOST ASSEMBLY SCREWS
ST. STEEL
FH PHL SMS
39
100-032
AS REQD.
FLUSH ADAPTER HEAD/SILL
6063—T6
—
40
CM —033
AS REDD.
FLUSH ADAPTER JAMB I
6063—TB
—
•• •• • • • • ••
i •• i ••i i i i i
• • • • • • • • • )�'V
.. ... .. . . . ..
PRODUCT REVISED — 0
as complying with the Florida =
Bullding Cod•
NOA-No. 18-0213.03 MAR 0 2_.0
• • • • rt—•T•— • • • 002018
—
• • LhpiraUon•Iate07126/2019 • •
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TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
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TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
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EDGE SEE ELEV. SHEET 2
D,
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s
a �^
MIAMI-ME COUNTY APPROVED
MULLION h MULLION
ANCHORS
SEE SEPARATE NOA
EDGE
DIST.
TYPICAL ANCHORS
SEE ElEV. SHEET 2
FOR SPACING
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AT EACH END
��N:
_.TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING EDGE DiST7-'
TYPICAL ANCHORS
SEE ELEV. SHEET 3 WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
FOR SPACING MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
EDGE 015T. i y
4 U
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0C R1-3/4"
MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS
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rcm1-3
0
DIRECTLY INTO CONCRETE OR BLOCKS
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MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
wGTYPICAL
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SPACING
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EDGE DIST. (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
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(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
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3
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ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
v
STEEL: 1/8" THK. MIN. (Fy = 35 KSI MIN.) (NO SHIMS)
¢
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L �
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t
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ALL FRAME AND VENT CORNERS SEALED
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-
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as comp with the Florida
d
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PRODUCT REVISED
.e complying with the Florida
Building Code
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SNAP COVER (FlX. LAM. GL)
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as complying with the FloAda MAR 0 2
Building Code ,/
2018
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NOA No. 18-0213.03
• • • • • Y-• � N • • • • '� AT OF � •6(/�-
• • • Explra0on Date 07/29/2019 • 0 �I
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dfOwin(J no.
W04-16
GLASS STOP (FIX. INSUL GL)
SNAP COVER (FIX. LAM. INSUL. GL.)
7 FRAME HINGE
6 VENT HINGE
• • • • Miam-DaT�dFUM off• • • • 7t 1,III ,%%%
sheet 10 of 11
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
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PRODUCT REVISED 92
as complying with the Florida _
Building Cod _� 8
• • • • • • j1pA�lo.. • •18-•0Z13.03 .•�
• • • 3`xpiration Q) 07 12019 EOF •�(y, drawing no.
• • • •.• off: ram, W04-16
••• • • • • ••• • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
M IAM 1-DADE MIAMI—DADS COUNTY
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) www.miamidade.gov/economy
RC Home Showcase, I c.
16115 NW 52,d Ave
Miami, FL 33014
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 whereallowed by +e•AUhority, • • • • •
Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami-Dadg cggqty PrcpNmt Control, • „•
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dade.CQaAIy) reserve the right. •
to have this product or material tested for quality assurance purposes. if this prodvau or material efails to:
perform in the accepted manner, the manufacturer will incur the expense of such t@,A' g and t VAM may • • • •
immediately revoke, modify, or suspend the use of such product or material withh? Ikei= jurisdiclimi RER• • • • •
reserves the right to revoke this acceptance, if it is determined by Miami-Dade•CoUty ProeIQCf Control• • • •; •
Section that this product or material fails to meet the requirements of the applicableNVIVIIDg code. '
This product is approved as described herein, and has been designed to comply with Elie Florida guilding, "' •
Code, including the High VelocityHurricane Zone. • • • • • •
• • • • • •
'
•• • •
DESCRIPTION Series "FX100" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W04- 4 ttt a uminum Fixed Window (L.M.I.)",
sheets 1 through 7 of 7, dated 05/29/04, with revision K dated 02/23/18, 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 permanentlabel witn the manufactarer s name or logo, city, state,
model/ series, and following statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/ or manufacture of the product or process. Misuse of this NOA as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official.
This NOA revises NOA No.15-0512.24 and consists of this page 1 and evidence pages E-1, E-2, E-3, E-4
and Green Sustainable Attributes (G.S.A.) page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Sifang Zhao, P.E.
NOA No. 18-0213.05
Akib Expiration Date: August 19, 2019
Approval Date: March 22, 2018
Page 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
1. EVIDENCE SUBMITTED UNDER PREVIOUS NOA's
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA's No. 12-0713.09, 10-0426.07 and 05-0815.01)
2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1
through 7 of 7, dated 05/29/04, with revision J dated 12/09/15, prepared by Al-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
. ......
B. TESTS 0•
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • ; • • 0• • • • • •
2) Uniform Static Air Pressure Test, Loading I M•r• U, TAS 202-94 :....:
3 Water Resistance Test per FBC TAS 202-94 • • • • • • • •
2.
3
4) Large Missile Impact Test per FBC, TAS 24L-jU. .... ..:..'
5) Cyclic Wind Pressure Loading per FBC, TASW- 94 • • • • • • • •
along with marked -up drawings and installation diagram Dfov4 aluminum fixed •.
window, prepared by Fenestration Testing Laboratory, Inc., Test Report NZ...:. • • • • • •
FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinspn! P,E. * •, ; • • • •
(Submitted under NOA No. 12-0713.09) •
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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an aluminum
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under NOA No. 10-0426.07)
Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
..3) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an aluminum
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5866, dated 10/09/09, signed and sealed by Michael R. Wenzel, P.E.
(Submitted under NOA No. 10-0426.07)
fixed
fixed
Z'�_
Sifang Zhao, P.E.
Pro t�entry
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
E-1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
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 marked -up drawings and installation diagram of an aluminum fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-4290 dated 08/16/04, FTL-4294 and FTL-4296 dated 10/08/04, all signed and
sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 : 0 0 0 :
2) Uniform Static Air Pressure Test, Loading der �$�, TAS 202-94 ••••;•
3) Water Resistance Test, per FBC, TAS 202-94* : • • •: • •
...... . ......
4) Large Missile Impact Test per FBC, TAS 2Q1.14.
5) Cyclic Wind Pressure Loading per FBC, TASZ63-94 .
along with marked -up drawings and installation diagram df• m alutrrinum fixed •; • •
window, prepared by Fenestration Testing Laboratory, Inc., Te%T Woorts No:`
FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, 4t il"' ed aria s; aled by**::*
Edmundo J. Largaespada, P.E. (Submitted under'.NOA;N& 45-08.15.01)..„;.
C. CALCULATIONS ' .0. •""'
1. Anchor verification calculations and structural analysis, complying with• �& 5th
Edition (2014), dated 04/10/15 and 12/07/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for their "SentryGlas®
(Clear and White) Glass Interlayers" dated 06/25/15, expiring on 07/04/18.
2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their "Butacite® PVB
Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5" Edition (2014), and of no
financial interest, dated April 10, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6449, dated 2/29/12, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-0713.09)
3. Laboratory compliance letters for Test Report No. FTL-6043, dated 10/22/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Galz, P.E.
(Submitted under NOA No.10-0426.07)
Sifang Zhao, P.E.
Produc
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
4. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R. Wenzel,
P.E. (Submitted under previous NOA No. 10-0426.07)
5. Laboratory compliance letters for Test Reports No. FTL-4290 dated 08/16/04, FTL-
4293, FTL-4294, FTL-4295 and FTL-4296 dated 10/08/04, all issued by Fenestration
Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P.E.
(Submitted under NOA No. 05-0815.01)
G. OTHERS
1. NOA No. 13-1112.15, issued to RC Home Showcase, Inc. for;their.Series`T%2 00" ......
Aluminum Fixed Window - L.M.I., approved on 12/26/13 and ex'lring on I&JVA19.so
.'
2. Simulation Performance, Solar Heat Gain Coefficient, VisipN.-*Tfansmittance, & • • • • •
Condensation Resistance Calculation Report on: :....:
1) NFRC 100-2004 "Procedure for Determining Fenestration 13rodaet U—Bd&M8.. ....
2) NFRC 200-2004 "Procedure for Determining Fenestratiolf.11"fgluct Soiap.Heat..:..'
Gain Coefficient and Visible Transmittance at Normal Incidence' "• • • • •...
3) NFRC 500-2004 "Procedure for Determining Fenestration:Proclict Condensation •,
Resistance Values" • • • • • •
Using computer simulation in accordance with NFRC: Frame• laid: Edge Moideling:, • • • •
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test.6atel, of a
RC Aluminum Series "CM100" outswing casement aluminum prime window, along
with attached drawings and bill of materials included in Appendix A, marked —up by
National Certified Testing Laboratories, Test Report No. NCTL-110-12451.01, pages
01 through 07 of 07, dated 11/13/09, signed by Richard A. McVicker III, Simulator, and
Steven H. Coble, NFRC Accredited Simulator, Simulator —In —Responsible —Charge.
3. NFRC 102-2004 Thermal Performance Test Report on:
1) NFRC 102-2004 "Test Procedure for Measuring the Steady State Thermal
Transmittance of Fenestration Systems"
Test report of a series RC Aluminum's Series "CM100" Outswing Aluminum
Casement Prime Window with Low E and Argon, along with submittal component
drawings, with applicable part numbers, manufacturing and modeling details included
in Appendix A, marked -up by National Certified Testing Laboratories, Test Report
No. NCTL-110-12450-1, pages 1 through 4 of 4, dated 11/30/09, signed by Christian J.
Mitchell, Technician, and Robert H. Zeiders, P.E., Vice -President Engineering & Quality
Person -In -Responsible Charge.
4. Recycled Content Determination Report on: Name: Casement Window, CM100; Raw
Material: Aluminum. Including letter from Fundiciones Industriales S.A. (FISA)
dated 03/22/10, certifying that the extruded aluminum products contained 30%
recycled scrap material, signed by Henry Kronfle, Vice —President. /
Sifangg Zhao, P.E.
Pr ro xammer
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
E-3
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)", sheets 1
through 7 of 7, dated 05/29/04, with revision K dated 02/23/18, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with;F01�- • 6th
Edition (2017), dated 02/15/2018, prepared by Al-Farooq Corpvrat;)n, signed and
••":'
sealed by Javad Ahmad, P.E. "'; • •
....;
•
D. QUALITY ASSURANCE . • •
•
1. Miami -Dade Department of Regulatory and Economic Resources iM)
• • • • •
.. .. ....
E. MATERIAL CERTIFICATIONS 000000
......
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for their " Trdsifol® •
0:
•
Ultraelcar, Clear and Color PVB Glass Interlayers" dated 01:184101, expiring o'h
• • • 0
o •
.. • • • .
07/08/19.
. 0 0 0 0 .
2. NOA No. 17-0808.02 issued to Kuraray America, Inc. for their "SentryGIIR�
(Clear and White) Glass Interlayers" dated 12/28/17, expiring on 07/04/23.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated February 15, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. NOA No. 15-0512.24, issued to RC Home Showcase, Inc. for their Series "FX100"
Aluminum Fixed Window - L.M.I., approved on 01/14/16 and expiring on 10/19/19.
4�
Sifang Zhao, P.E.
Pro7March
aminer
0213.05
Expiration Da9, 2014
Approval D2, 2018
E-4
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
GREEN SUSTAINABLE ATTRIBUTES
SCOPE: This document is solely for the purpose of verification of Sustainable Attributes of construction
materials. The documentation submitted has been reviewed by Miami —Dade County Product Control.
G.4 —RECYCLED CONTENT / BIO-BASED MATERTAL;/ RAPIDLY RENEWABLE MATERIAL
Component Name
% Recycled
% Recycled
at Disposal
% Bio—based
Material
% Renewable Material
Content at
Manut
1. Window Aluminum
30%
100%
N/A
N/A
.8 — U—FACTOR THERMAL TRANSMITTANCE BTU/ HR—FT2—OF •
G,9 — SHGC4ACTOR SOLAR HEAT GAIN COEFFICIENT BTU/ HR-FTZ ' • • • • • • �" ='
VT — VISIBLE.LIGHT TRANSMITTANCE AT NORMAL INCIDENCE. �' a s � •
CR — CONDENSATION RESISTANCE ' . • : ++..
ID#
Test
Report#:
Product
Number
Glazing Components:
.
is
�'9'
SHGCBase
y+T •
• • •
CR
Product
000
5/32CLR —240#2—SS—D ARG BRZ-1/8-090PVB-1/8
.0.48
*0.23
AZg•
16
1.
1
5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8
01..48
•0.23
.Q.24
16 •
2.
NCTL
2
5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8
0.48
0.24
0G 0
16
3.
110-12452-13
3004
5/32 CLR 240#2—SS—D ARG GRN-1/8 090 PVB 1/8
0.48
0.23
0.22
16
4.
5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8
0.48
0.23
0.31
16
Legend
Abbreviations:
Description:
SS—D
Desiccant —Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon
PVB
0.090" Poly Vinyl Bu al (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
Component Name I C—Value
1. Whole Window 0.95
ifang Zhao, P.E.
Product
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
G - 1
w�Wlon1� w� wIDTH�
I I
W IZz.
3 i 3
g o
3
L J
WIND01 1 WIND
I I
�
%s
3 1 I
L— —J
WINDO, W WIDTH WINDO, W WIDTH I WINDOW W WIDi}Ie.l
W I z s W
/ SI 3 L ,
D.L. OPG.
(SURFACE
MAY BE L
i.
w
4' MAX.
CORNER y o CO
to
FX100 ALUMINUM FIXED WINDOWS TYPICAL ELF A70N
TESTED UNITS
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.1.
APPROVAL APPLIES TO SINGLE FIXED WINDOWS,
ALSO COMBINATIONS OF FIXED/FIXED OR FIXED WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO EMIR
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH T E
REQUIREMENTS OF THE 2017 (67H EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
NERS BY OTHERS, MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
BUILD NG R R
60 1/a' MAX.
WINDOW WIDTH
�� a
56 1/2'
I
op
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THIS PRODUCT WITH GLASS TYPES 'C', •D' & 'E'
COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
TO THE I ST UCTU E. THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.1 -
ANCHORS SHALL BE CORROSION RESISTANT, SPACED Af •SHlayrpL j1N DETAILS SHUTTERS ARE NOT REQUIRED. d o E
WINDOW WINDOW WINDOW WIDTH AND INSTALLED PER MANUF'S INSTRUCTIONS. OR ST4CD EMBED J. LASE • f� -
MATERIAL SHALL BE BEYOND WALL DRESSING OR STYICCO. • • • • • \t11111I 11 tt
r — F r — — i A LOAD DURATION INCREASE IS USED IN DESIGN OF A%VORS•IRTO N000 ONLY.* • • �
o Z o ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC �ANTI AON-OOYRQESSI • • • • • • • ��'• `4F •'• i rc � � I J�� MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT • • • • 0 2 2018
LL = ` 1g � s
3 3 3 COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHAMEET THE PRUDUCi�RBVISED REVISED \ DW2 � 3' 2,
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. 6 �� c ith the Ran&1.
THIS PRODUCT APPROVAL IS GENERIC AND DOES 1J T Oh§'&E INFORMATION• • • �,= o
FOR A SITE SPECIFIC PROJECT, i.e. LIFE SAFETY OF- THIS`PRODUCT,•ADEQUAC'fj E)It�p Q OF �` drowing o no.
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE OF STRUCTURE RECEIVING THIS PRODUCT AND SFfLTNG A$OUND OPlNRJt FOR* 9 '•, P,.•' ��
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS WATER INFILTRATION RESISTANCE ETC. • • • • b ��� S •• ORIO • G`�� W04-44
SHOWN IN DOTTED LINES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES. CONDITIONS NOT SHOWN IN THIS DRAWING ARE VIBE At,LS'ZED SEPAFNITELYI• • hfid� I ��/ S,®NeeeL ����`
AND TO BE REVIEWED BY BUILDING OFFICIAL. • • • �Itt11jj11ttt� sheet 1 of 7
•
1/8' HEAT STREN'D GLASS
\
.090" Interlayer
Trosifol PVB
By 'Kuraroy Americo, Inc.'
(i
F
1/8' HEAT STREWD GLASS
C
SIUCONE
N
DOWSIL 795
e g '
7
70
0
5
I
I.
1/4' AIR SPACE
1/8' HEAT STREWD GLASS
1/8' OR 5/32"
090" Interloyer
HEAT STREWD GLASS
Trosifol PVB
By 'Kuraroy America. Inc.'
1/8" HEAT STREWD GLASS
CARDINAL XL
r
SILICONE
EDGE SPACER
i m
DOWSIL 795
i m ST. STEEL
7
a
5A
II I.I
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,
gSIUCONE
RECT. OR SQUARE FRAM CIRCULAR FRAME
RECT. OR SQUARE FRAME
CIRCULAR FRAME
GLASS TYPE 'A'
GLASS TYPE 'B'
1/4' AIR SPACE
1/8" HEAT STREWD GLASS
1/8" HEAT STREWD GLASS
090" Interlayer
1/8" HEAT STREWD GLASS ,090" Interlayer
OR
SentryGlas
'Kuraroy
5/32" TEMP. GLASS SentryGlas
By 'Kuraroy America, Inc.'
By America, Inc.'
a
1/8' HEAT STREWD GLASS
o:
1/8" HEAT STREWD GLASS o.
CARDINAL XL
Z
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SILICONE
SILICONE
EDGE SPACEF
z
m
DOWSIL 795 z
m
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m DOWSIL 795 i
in
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9
9
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84
RECT. OR SQUARE FRAME CIRCULAR FRAME
RECT. OR SQUARE FRAME
CIRCULAR FRAME
GLASS TYPE 'C'
GLASS TYPE `D'
3/16' HEAT STREWD GLASS
090' Interlayer
NOTE:
Trosifol PVB
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
By 'Kuraroy Americo, Inc.'
EXTERIOR PLY OF GLASS TYPES 'El' & 'D' MUST BE TEMPERED.
3/16" HEAT STREWD GLASS
w
SILICONE
i in
SN
DOWSIL 795
•••
• •
%o g
7A00
•••
• •
• • ••
• • 100 • • •
ca
yA
• •
• • • • • • •
o
PRODUCT REVISED
�mR
MAR 0 2BlOdig
as complying .Ih the Florida
Code
9A
8
• •
• •
•
•• • •"""-4�"4
RECT.
OR SQUARE FRAME GLAZING OPTIONS
•• • • •
�• DalIu3L�Tb•4nV
GLASS
TYPE 'E'
•
• • •
\� �y•� A9I
':'• CfiNSf'•.. o
I
DW2 ~
A OF owingv no.
v�
s •..... �c? . W04-44
�7�is�oiVA1.1�1��� sheet 2 of 7
••• • • • •• ••
DESIGN LOAD CAPACITY -PSF
DESIGN LOAD CAPACITY -PSF
waanow DtAAs.
GLASS TYPBS
'e', '6', 'G' a< ro'
GLASS TYPE
w>Trpow nlaAs.
CLASS TYPBS
'e', '6', 'c' a� 'n'
GLASS TYPE
•B'
WIDTH
LENGTH
rxr.(+)/INr.(-)
Exr.(+)/INr.(-)
WIDTH
LENGTH
EXT.(+)/INr.(-)
EXT.(+)/INr.(-)
ta^
19-1/8•
24•
26-1/2"
30•
37•
42•
48"
53-1/8•
60•
72"
eD.a
so.o
1a'
19-1/8•
24•
26-1/2•
30•
37•
42"
48"
53-1 /8'
92'
-
eo.o
80.0
80.0
-
80.0
80.0
B0.0
-
80.0
80.0
80.0
-
80.0
80.0
80.0
-
80.0
80.0
80.0
-
80.0
80.0
80.0
-
80.0
80.0
80.0
-
80.0
80.0
80.0
-
77.6
-
80.0
18•
19-1/8•
24"
26-1/2^
37"
42^
48•
94•
-
80.0
18"
19-1/8•
24'
26-1/2'
30"
37'
42'
53-1/8'
60�
76•
80.0
80.0
-
60.0
B0.0
80.0
-
80.0
60.0
80.0
-
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
-
80.0
80.0
80.0
-
80.0
80.0
0.0
-
18"
19-1/8'
24'
26-1/2•
30•
37`
a2'
ae•
53-1/8'
60'
78^
-
80.0
-
80.0
-
60.0
-
80.0
-
80.0
-
eo.o
-
so.o
-
ao.o
-
80.0
-
80.0
1g'
19-1/8"
24'
26-i/2•
�•
37"
42•
aa'
53-1/8'
60'
84"
-
80.0
-
80.0
-
80.0
-
80.0
80.0
-
80.0
-
80.0
-
so.o
-
80.0
-
78.1
18^
19-1/8•
24•
26-1/2•
30"
37"
az'
4a•
53-1/8•
90^
-
80.0
-
80.0
-
80.0
-
80.0
-
80.0
-
80.0
-
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-
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-
80.0
{�v a
a
0
Z nn 3
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0 5 0
3� % 0
00
NOTE.
WIDTH AND LENGTH DIMEN510 CAN BE O n
ORIENTED VERTICALLY OR H 120NTALLY V p m
AS SHOWN ABOVE. a pa: C th o
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O Z.
Q W Z LL N
u Zy=
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• • ••MAR
70592��.
••• ••• • ••• 8�
NOTE: • • • • • • • • • Nn OL13.o5 ��®ems A OF /yam\ drawing no.
GLASS CA1,0111IES : TMIS CH A:E • • 4 �'•l�S+' ...OA'�C9\�` W04-44
BASED ON ACTM E1,3 0-09 (3� EC.:OUSTS). : • y� *Z I ��i��®®R1A1�`� sheet2.l of 7
•
•
•••
•
••
••
EDGE DIST. _
16Y OR 2BY
WOOD BUCK. -\
d°
O
C
d � a
° ° d
^ EDGE IT
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
a
-I
SS HOLE
i
TYPICAL ANCHORS o
-SEE ELEV.
FOR SPACING I
STRUCTURE
;AL ANCHORS ri
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
HORS
SEE
a
FOR SPACING
�
a
EDG IST.
he
N
o
Z q Ng
H q
o
WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCAS
f m m
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
o
IT I
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
ISW O `o
t� ^
K
d W
3 17 N
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
LL
O a I-
I ' (F-177 KSI, Fy=15 KSI)
n
Q > w .l
- (F.-i I, y=137 KSI)
Q' o M c
TYPICAL ANCHORS
METAL SEE ELEV.
STRUCTURE FOR SPACING
EDGE
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD SILL JAMBS)
THRU 1BY OR 2BY BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
ar y y O �j
Q w
IL Z o E s
DIST.
1-1/4" MIN. EMBED INTO BLOCKS JAMBS
DIRECTLY INTO CON�ER�BLK
Q w m i
0
2" MIN. EMBED INTILL/JAMBS)
n
2" MIN. EMBED INTCKS (JAMBS)
I
(GRADE 5 CRS)
o
11 -x
N
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
o
O
�+
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
Z
?i
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.)
3
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.)
o
O
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
X
O >
MIAMI-DADE COUNTY APPROVED14
SMS OR SELF -DRILLING SCREWS (GRADE 2 CRS)
O v a
MULLION & MULLION ANCHORS
t o O a
SEE SEPARATE NOA
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
in N n
hN'o r
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
a
E Z LL
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
_ ,0
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
O
U o J
CRITICAL EDGE DISTANCE
�
� � � �
tl
INTO CONCRETE AND BLOCKS = 2-1/2" MIN. I MIN.
1BY
WOOD BUCK
I
r °
� ° o
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
0 WOOD STRUCTURE _
INTO METAL STRUCTURE = 3/4" MIN
TYPICAL ANCHORS
SEE ELEV. WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN.
FOR SPACING CONCRETE AT HEAD, SILL OR JAMBS f'e - 3000 PSI MIN.
S
° s
C-90 HOLLOW/FILLED JAMBS f'm - 2000 PSI MIN.
SEALANTS:
ALL FRAME AND VENT CORNERS SEALED WITH
JOINT SEALANT.
d
C
O O
o
•• •
3 • • • � • • • •
IIIITTAY''
``\\\\III
,
• ... MAR02
+
RR0tKXr REVISED = No. 70592
v ° r cawoymB with dhe Flaids = ii
-: - -
4"
TYPItAt • SEE BIEV•JJCHORS• • • *mw No-Qy/.��h7J
4 •• i • • �O ®' '• ATE OF �(/�
drawing no.
• •FOR dPACING
r� DIST* • 0
• • M '� .. omoP..�
W04-44
•
• • • �• Dade RoAhh:t CaDua1 ��\
sheet 3 of 7
•
TYPICAL ANC
EDGE DIST. SEE ELEV.
FOR SPACIN(
10Y OR 2BYI
c a 'NQOD BUCK'd \ I.
;Q a na
I
3
A 48 3
11 a N
EDGE METAL
UCTURE
Dlsr[�.
r
-
z
Y
m w
M
TYPICAL PNCHORS
SEE ELEV.
FOR SPACING
MIAMI-OADE COUNTY APPROVED
MULLION do MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
' S ACCESS HOLE
I
B1 s < N
a
as
" < TYPICAL ANCHORS
Z e SEE ELEV.
a N FOR SPACING
EDGE DIST.
11 s
N N
TYPICAL ANCHORSEV SEE EL.
FOR SPACING
I
tt
n
MWAI-DADE COUNTY APPROVED
MULLION @ MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MAR p 2 2018
• � •, - • • t,illll
_ .• •• •• ��`'�� CEO
. >• RRODUCTREVISED - T
° • 1IMbtbe - �7
.• � • • •. • BvT
° • • ,• ° iv • tYPICAL ftl"RS • • �d�!- Cwbae
JB-0 9.OS
• • SEE ELEV. • Dae ®•.. ST E
• EOGt OIST. FOR: PACING
• • • • :OOMMwdt:rtoAuaCanud
•
••• • •• • • • •• ••
I � p
•�G\�!4\ drowing 44 no.
W04—
\\\\
sheet 4 of 7
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/2' SHIM
MAX.
11 C
TYPICAL ANCHORS
SEE ELEV,
FOR SPACING
3/B- MAX.
SHIMF", C )
TYPICAL ANCHORS
WOOD BUCKS
O
OD MIAMI-DADE COUNTY
APPR.D MU ON
SEE SEPARATE NOA
/14 SMS OR IEKS SCREWS
SEE ELEV. FOR SPACING
ACCESS HOLE
• • • • • • •
MARp2N116
. • ♦
• •
• •
_
PRODUCT REVISED z
_ _ _
m1h the Flu de = {}
D.L. oPc. EXTERIOR
WINDOW WIDTH
D: OP: : • • •
"w" ' • •
• �
•
' •
•
•:
•
� Y: d '� Sts
• ffffll
•
••
•
••
• •
• •
•
•
• •
•••
•
•
••
••
.750
.U62
TYP.
2.000
875
II-- 2.125
FRAME JAMB/SILL
1.203
.969 90,
062
TYP.
.912
O
GLASS STOP (LAM. GLASS)
- [.-1 10
.050 TYP. -F
875
L 1.315 ��
SNAP COVER (LAM. GLA
1.315 �1
.983 I 865
062
TYP.
k-1
182
I� 2.000
F 062
.500
1175 -q
.875
FRAME HEAD/SILL/JAMB
1.072
O6
TYP
.96� 907
--1.5421-
4A
STOP (LAM. INSUL. GLASS)
.110-11-
.050 TYP.
875
SNAP COVER (LAM. INSUL
1.184
168� 983
J .812 L
48
GLASS STOP (LAM. GLASS) GLASS STOP (LAM. INSUL GLASS)
FOR CIRCULAR FRAME FOR CIRCULAR FRAME
734
.094�
1.583
JAMB/SILL ANCHOR CUP
.3931 'r -I'r-.380
.500
125
1.788
CORNER LOCK
1.876
.062 674
.500
125J
1.906
11
FLUSH ADAPTER HEAD/SILL
.s63
.125
1.804 7.906
].062
12
FLUSH ADAPTER JAMBS
ITEM N0.
PART JL-
-QUANTITY
D,ESGRl4tOlQ'-'-�
MATERIAI.
MANF./SUPPLIER/REHAB%S
1
Cµ100-007
AS READ.
FRAME JAMB/SILL
6063-T6
FOR FIXED WINDOW
2 r'
CM100-012
AS READ.
JAMB/SILL ANCHOR CUP
6063-76
-
/3
CM100-015
AS REDD.
FRAME HEAD/SILL/JAMB
6063-T6
-
4
CMIOO-016
4/ WDW
GLAZING BEAD (LAM. GLASS)
6063-T6
-
4A
CMIOO-017
4/ WDW
GLAZING BEAD (LAM. INS. GLASS)
6063-T6
-
48
CM100-029
4/ WDW
GLAZING BEAD (LAM. GLASS)
6063-T6
FOR CIRCULAR FRAME
4AB
CM100-028
4/ WDW
GLAZING BEAD (LAM. INS. GLASS)
6063-T6
FOR CIRCULAR FRAME
5
CM100-018
4/ WDW
SNAP COVER (LAM. GLASS)
6063-T6
-
5A
CMI00-019
4/ WDW
SNAP COVER (LAM. INSUL. GLASS)
6063-T6
-
6
CM100-031
AS READ.
CORNER LOCK
6063-T6
-
7
V-059
AS REOD.
VINYL FOR 5/16' LAM. k INSUL LAM, GLASS
PVC
-
7A
V-038
AS REOD.
VINYL FOR 7/16' LAM. GLASS
PVC
-
8
AS READ.
3/16' X 3/8' X 4' I.G. SETTING BLOCK
EPDM
DUROMETER 8035 SHORE A
9
AS READ.
1/8- X 1/2' SINGLE FACE TAPE
-
-
9A
AS READ.
5/16' X 1/2' SINGLE FACE TAPE
-
-
10
#10 X 1'
2/ CORNER
FRAME ASSEMBLY SCREW
Sr. STEEL
PH PHL. SMS
11
CMlDO-035
AS READ.
FLUSH ADAPTER HEAD/SILL
6063-T6
-
12
1 CM100-0341
AS READ.
I FLUSH ADAPTER JAMBS
6063-T6
-
(2) 110 z 1/2' P.H. SMS L'l f}Io X I/� ' n. ...
POINT 'B' SCREW POINT 'B' SCREW
1 3/8' X 1 3/4' z 1/8' THK -�_ WELDED
ALUM. PLATE I
I 1
1 I \\\
\
j I I I I I I
I I I I 1
I I f I
I I
i 1 \-ITER
I
CORNERS
i
i
I / I
I I
CIRCULAR WINDOWS CIRCULAR WINDOWS
OPTION 1 OPTION 2
• • FRAMEeCORIICRS! i : : • •
• •• • • • • ••• •
•• ••• •• •• • • •••
CM1G0-031
CORNER LOCK
1 I
II 1
I
1 tt
I
1
I
I
I
i (2) #10 z I'
P.H. SMS
1
I
I
POINT 'B' SCREW
i
�
I
I
1
�
�
j
I
I
I
�
�
I
I
I
I
I
;
,
,
�
i
/
RECT. OR SQUARE WINDOWS
v
PRODUCE REVISED
.'��v,*bLLICF-AAR 0 2 201a
, •; •
•
• • • M9�1
•
•
•
• •
•••
•
•
••
•
•••
••
•
•
•••••
.NSF '•�*'
70522
VE OF
0
0 � h
H W
0 ° O
IL N
a' O
O$y�
Oaoa
0.3�I
drawing no.
W04-44
DESIGN LOAD CAPACITY - PSF
SIDE/SIDE OR TOP/BOTTOM WINDOWS
WINDOW DIMS.
ONE ANCHOR
AT EACH SIDE
OF MULLION
TWO ANCHORS
AT EACH SIDE
OF MULLION
WIDTH (W)
LENGTH (L)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
19-1/8"
24"
26-1/2'
37"
42"
48"
53-1/8'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
19-1/8"
24'
26-1/2"
30"
37"
42"
48"
53-1/8"
48"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
79.3
80.0
78.1
80.0
0
80.0
19-1/8,
24"
26-1/2"
30"
37'
42"
48'
53-1/8"
50-5/8'
80.0
80.0
80.0
80.0
80.0
80.D
80.0
80.0
75.6
80.0
72.3
50.0
70.4
80.0
70.3
80.0
19-1/8"
24'
26-1/2
30'
37'
42"
60"
80.0
80.0
78.1
80.0
72.6
80.0
66.6
1 80.0
58.6
80.0
54.9
80.0
19-1/8"
24"
26-1/2"
30'
37'
42"
63'
80.0
80.0
73.5
80.0
68.2
80.0
62.4
80.0
54.6
80.0
51.0
80.0
19-1/8"
24'
26-1/2"
30"
37"
66'
80.0
00.0
69.4
80.0
64.3
80.0
58.8
80.0
51.2
89"a
19-1/8"
24'
26-1/2"
30'
37'
72'
75.3
80.0
62.4
80.0
S7.8
80.0
s .8
80.0
45.4
71.6
19-1/8,
24"
26-1/2'
30"
37'
74-1/4"
72.7
80.0
60.2
80.0
55.6
80.0
50.6
77.2
43.6
64.9
(� U
TYPICAL ANCHORS
ONE OR TWO 1�
AT EACH SIDE OF MULLION
SEE CHART AT LEFT
FOR CAPACITIES Z m^ m
W1 W2 f m
i Za a
Q oy Z m o
q _ OSo�m �
dN
mot
0 t;
v O�m
m
C 0&0
o 0
N
O
Q WJJ a
7 LL N
�ZN_m
m a j
Qwmf k
O
- a
0
O C
0
B Z v
3
� N
I O
X U Q
WINDOW ANCHORS SEE
3" SHEET 1 FOR LOCATION AND O v
SHEET 3 FOR ANCHOR TYPES (V 10
10"
Z i0 7 N
Ez�"
O h
TYPICAL ELEVATIONS oo = 'E n
SIDE BY SIDE WINDOWS U o j
SIDE BY SIDE APPLIES TO TWO OR MORE WINDOWS
O
WIDTH (W) = W1 + W2
2 �m
e
NOTES: 4 o o
1"X3"X 1/8" ~
ALUM TUBE MULLION O E CHART ON THIS SHEEP FOR SIDE BY SIDE CONNECTION z u
(6063-T6) OF 1X3 WINDOW MULLION.
SEE CHART AT LEFT, FOR OTHER MULLION TYPES TYPICAL ANCHORS 2. FOR FIXED SEE ELEV. D W OW CAPACITY SEE SHEEP 2.1
SEE SEPARATE NOA FOR SPACING 3. FOR OTHER MULUO SEE SEPARATE NOA.
4. USE SMALLER DESIGN LOAD OF 1. 2 OR 3 ABOVE. i6
o oo uigry
••• ••: • • • • • •• 'pc=A
o
•• ••• •� ••• • • • �. V NSF'
- - BRODUCrmwsm .705M
tr 000# 08 VIM the Flmidi
• • • • • � Code -_ �= o° a o` `u
D.L. OPG. L.-L 0 • �••6giefonDMe' O'•• MAR - �drawing
EXTERIOR • • • • • • � 2 2018 ••. 71--�
WINDOW WIDTHwlNDow WIDTHAW04-44
I I I I11 I01I t 7 of 7
•
• •
•••
•