WS-18-1591Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Permit NO. WS-9-18-1391
■ Permit Type: Windows/Shutters
eark Classification: Window/Door Repl tceml
Permit Status: APPROVED
Issue
6/14/2018
Expiration: 12/11/2018
Project Address
Parcel Number
Applicant
10610 NE 11 Avenue
Miami Shores, FL 33138-
1122320280620
Block: Lot:
PABLO JOSE & MARIBEL VAZQ
Owner Information
Address
Phone
CeII
PABLO JOSE & MARIBEL VAZQUEZ
10610 NE 11 Avenue
MIAMI SHORES FL 33138-
(305)979-9332
10610 NE 11 Avenue
MIAMI SHORES FL 33138-
Contractor(s) Phone
WEST PALM IMPACT SYSTEMS LLC (305)406-3575
CeII Phone
Valuation:
$ 30,398.00
Total Sq Feet: 376
Type of Work: REPLACE EXISTING WINDOWS AND DOORS
No of Openings: 13
Additional Info: REPLACE EXISTING WINDOWS AND DOORS
Classification: Residential
Scanning: 3
Fees Due
CCF
DBPR Fee
DCA Fee
Education Surcharge
Permit Fee
Scanning Fee
Technology Fee
Total:
Amount
$18.60
$3.45
$2.30
$6.20
$230.00
$9.00
$24.80
$294.35
Pay Date Pay Type
Invoice # WS-6-18-67879
06/14/2018 Credit Card
06/11/2018 Credit Card
Amt Paid Amt Due
$ 244.35 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I as .ime responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRIC ./PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS AFFIDAVI :�1 certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating
construction aFher ore I authorize the above -named/ contra for to do the work stated.
jq %/terE contra
do Z_
Authorize ignature: Owner / Applj'cant / Contractor / Agent
Building Department Copy
June 14, 2018
Date
June 14, 2018 1
476 -
Inspection Worksheet
Miami Shores Village
10050 N.E. 2nd Avenue Miami Shores, FL
Phone: (305)795-2204 Fax: (305)756-8972
nspection Number: INSP-311677
Inspection Date: September 05, 2018
Inspector: Naranjo, Ismael
Owner: VAZQUEZ, PABLO JOSE & MARIBEL
Job Address: 10610 NE 11 Avenue
Miami Shares, FL 33138-
Project: <NONE>
Contractor: WEST PALM IMPACT SYSTEMS LLC
Permit Number: WS-6-18-159U
Permit Type: Windows/Shutters
Inspection Type: Final
Work Classification: Window/Door Replacement
Phone Number (305)979-9332
Parcel Number 1122320280620
Phone: (305)406-3575
Building Department Comments
REPLACE EXISTING WINDOWS AND DOORS FOR
IMPACT 13 OPENINGS
Passed
Failed
Correction
Needed
Re -Inspection
Fee
No Additional Inspections can be scheduled until
re -inspection fee is paid.
Infractio Passed Comments
INSPECTOR COMMENTS False
Inspector Comments
CREATED AS REINSPECTION FOR INSP-306177,
For Inspections please call: (305)762
September 04, 2018
949
Page 1 of 1
\t' -0-
_„\
Miami Shores Village
Building Department
10050 N.E.2nd Avenue, Miami Shores, Florida 33138
Tel: (305) 795-2204 Fax: (305) 756-8972
INSPECTION LINE PHONE NUMBER: (305) 762-4949
BUILDING
PERMIT APPLICATION
•BUILDING ❑ ELECTRIC ❑ ROOFING
❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS
JOB ADDRESS: 10610 NE 11 AVENUE
City: Miami Shores
Folio/Parcel#:11-2232-028-0620
Occupancy Type: RESIDENTIAL Load: Construction Type: Flood Zone:
County:
RECEIVED
JUN 11 2018
CL,fh
FBC 20 (- �'
Master Permit No. P. l& tS
Sub Permit No.
❑ REVISION ❑ EXTENSION ❑RENEWAL
❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
CONTRACTOR DRAWINGS
Miami Dade Zip:
Is the Building Historically Designated: Yes
NO X
BFE: FFE:
OWNER: Name (Fee Simple Titleholder): PABLO JOSE VAZQUEZ AND MARIBEL VAZQUEZ Phone#: 305-979-9332
Address:10610 NE 11 AVENUE
City: MIAMI SHORES
State: FLORIDA
Tenant/Lessee Name:
Email: MARIBEL.VAZQUEZ@MDMUSA.COM
CONTRACTOR: Company Name: WEST PALM IMPACT SYSTEMS, LLC
Address: 5141 NW 79TH AVENUE UNIT:1
City: DORAL state: FLORIDA
Qualifier Name: MONTALVO, ALEJANDRO
Zip: 33138
Phone#:
Phone#: 305-406-3575
Zip: 33166
Phone#: 786-402-4570
State Certification or Registration #: CBC1261517 Certificate of Competency #:
DESIGNER: Architect/Engineer: AL-FAROOQ CORP Phone#: 305-264-8100
Address: 9360 SUNSET DR. SUITE 220
Value of Work for this Permit: $ 30,398
City: MIAMI State: FL Zip: 33173
Square/Linear Footage of Work: ,97 (O S f
Type of Work: ❑ Addition ❑ Alteration El New ❑■ Repair/Replace ❑Demolition
Description of work: REPLACE EXISTING WINDOWS AND DOORS FOR IMPACT SYSTEMS
Specify color of color thru tile:
Submittal Fee $ Permit Fee $
Scanning Fee $ Radon Fee $
Technology Fee $ Training/Education Fee $
Structural Reviews $
CCF $ CO/CC $
DBPR $
Notary $
Double Fee $
Bond $
TOTAL FEE NOW DUE $ 'L
(Revised02/24/2014)
Bonding Company's Name (if applicable)
Bonding Company's Address
City State Zip
Mortgage Lender's Name (if applicable)
Mortgage Lender's Address
City State Zip
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating
construction in this jurisdiction. 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 notice of commencement must be posted at the job site
for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
OWNER of 6ENT
The foregoing instrument was acknowledged before me this
d� day of A147 , 20 le , by
�ilhU 3EL� \f/9?-C'U Amy
r , who is �pee�rsonally known to
me or who has produced V ,V 3D-Q .5`Rly' 9-iQ
identification and who did take an oath.
NOTARY PUBUC:
Sign:
Print:
Seal:
i
ils�a/�cJ
MIGDALIA 1 ESTEVEZ
MYC.OMMISSION #FF182643
N.4t„ E EXPIRES February 15, 2019
(407) 398.0153 FloridallotaryService.com
APPROVED BY
Signature
The foregoing instrument was acknowledged before me this
f day of MR, , 20 / r , by
M D IVTft` Si 0, 4 e- Eja-liaPrOo is personally known to
me or who has produced as
identification and who did take an oath.
NOTARY PUBLIC:
Sign:
Print:
Seal:
fir..-�cJ
Plans Examiner
MIGDALIA 1 ESTEVEZ
MY COMMISSION #FF182643
,4 wf••.�EXPIRES February 15, 2019
(407) 3;1-F153 FloridallotaryService.com
Zoning
Structural Review Clerk
(Revised02/24/2014)
}
Property Search Application - Miami -Dade County
Summary Report
Property Information
Folio:
11-2232-028-0620
Property Address:
10610 NE 11 AVE
Miami Shores, FL 33138-2121
Owner
PABLO JOSE VAZQUEZ
MARIBEL VAZQUEZ
Mailing Address
1760 BIARRITZ DR
MIAMI BEACH, FL 33141 USA
PA Primary Zone
1000 SGL FAMILY - 2101-2300 SQ
Primary Land Use
0101 RESIDENTIAL - SINGLE
FAMILY: 1 UNIT
Beds / Baths / Half
2/2/0
Floors
1
Living Units
1
Actual Area
3,101 Sq.Ft
Living Area
1,666 Sq.Ft
Adjusted Area
2,381 Sq.Ft
Lot Size
9,750 Sq.Ft
Year Built
1952
Assessment Information
Year
2018
2017
2016
Land Value
$239,085
$239,085
$177,606
Building Value
$140,863
$140,959
$141,054
XF Value
$2,860
$2,890
$2,921
Market Value
$382,808
$382,934
$321,581
Assessed Value
$245,534
$240,484
$235,538
Benefits Information
Benefit
Type
2018
2017
2016
Save Our Homes Cap
Assessment Reduction
$137,274
$142,450
$86,043
Homestead
Exemption
$25,000
$25,000
$25,000
Second Homestead
Exemption
$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
MIAMI SHORES ESTATES PB 47-58
LOT 12 BLK 4
LOT SIZE 75.000 X 130
OR 18776-2128 09 1999 1
COC 22173-3321 03 2004 1
Generated On : 6/11/2018
Taxable Value Information
2018
20171 2016
County
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$195,534
$190,484
$185,538
School Board
Exemption Value
$25,000
$25,000
$25,000
Taxable Value
$220,534
$215,484
$210,538
City
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
$195,534
$190,484
$185,538
Regional
Exemption Value
$50,000
$50,000
$50,000
Taxable Value
t-
$195,534" $190,484
$185,538
Sales Information
Previous Sale
Price
OR Book -Page
Qualification Description
03/26/2018
$499,000
30943-0735
Qual by exam of deed
03/01/2004
$305,000
22173-3321
Sales which are qualified
09/01/1999
$162,000
18776-2128
Sales which are qualified
06/01/1998
$131,000
18146-3662
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/disclaimer.asp
Version:
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).
Acknowledgement:
Qualifier/Owner ' ignature
011/ /t DaV In ye, , 4-4�z IH7vDt2d
Date Print Name
ArALFAROOQ CORPORATION
m CONSULTING ENGINEERS & PRODUCT.E\(ELCQP,1VIENT.•
.. • .
• .... .
.. •
.
. • .
Client: West Palm Impact Systems • Ltate:: Jun 4120 Sa
•
Project Name: Maribel Residence : Engi4eered By VI
•
Project Desc.: 10610 NE 11 Ave Checked B.
413
.. .
Miami Shores, FL 33138
AFC Number: 18-1152 Building Height (ft.) : 15
Design Criteria:
i, Florida Building Code 2017
ii, Wind Loads are calculated as per ASCE 7-10.
General Notes:
- Any deviations from conditions shown on calculations or drawings shall be engineered separately.
- Al-Farooq Corporation will not provide a letter of compliance / inspection report unless called during installation.
- Engineering drawings are checked for structural requirements only.
Additional Notes: Building height provided by client.
- Risk Category: II
Exposure: D
Disclaimer:
- This document is not valid without the embossed seal of an engineer
employed by Al-Farooq Corporation.
- No portion of this document may be used or reproduced in any manner.
Unless authorized by signing professional
J
Javad Ahmad, P.
EB C.A.N. #3538
• •
•
•
•
•
•
9360 Sunset Drive, Suite 220 I Miami, FL 33173 I T: 305.264.8100 I F: 305.262.6978 I www.afceng.com alfar000aafceng.com
West Palm Impact Systems
5141 NW 79th Avenue
Dora!, FL 33166
Coefficient Kh 1.03
Maribel Residence
10610 NE 11 th Ave
Miami Shores, FL 33138
Coefficient Kzt
1.00
Velocity Pressure Evaluated @z (qzj (1b/ft"2)
68.64
Wind Speed (mph)
Importance Factor
Exposure Category
Risk Category
175
1.00
D
2
Coefficient Kz 1.03
Mean Roof Height IN (ft)
Height Above Gnd. Level kJ (ft)
Horizontal Dimen. of Bldg. (ft)
Roof Slope (deg.) >10
Type of Building With Impact Protection
15.00
15.00
, 0.00
Coefficient Kd 0.85
Velocity Pressure Evaluated @h (qhJ (Ib/ft"2)
68.64
Mark Comp Type
Component Size Gcp Coefficients
W (in) H (in) S (in) A ft"2 Z4+ Z5+ Z4-
Z5-
Gcpi Coeff.
Pos Neg
Design Wind Pressures (1b/ft"2)
Z4+ Z4- Z5+ Z5- In Zone
A
A - 1
B
C
C - 1
C-2
D
E
E-1
F
G
H
J
J-1
J-2
K
L
M
Single Hung
Single Hung
Other
Fixed
Fixed
Fixed
Horiz. Roller
Single Hung
Single Hung
Horiz. Roller
Single Hung
Single Hung
Single Hung
Fixed
Fixed
Fixed
Other
Horiz. Roller
Horiz. Roller
43.00
43.00
29.00
45.00
45.00
45.00
23.00
49.00
49.00
47.00
34.00
33.00
47.00
45.00
45.00
45.00
29.00
23.00
23.00
16.00
16.00
69.00
34.00
34.00
34.00
34.00
16.00
16.00
34.00
25.00
12.00
34.00
59.00
59.00
59.00
69.00
34.00
34.00
4.78
4.78
13.90
10.63
10.63
10.63
5.43
5.44
5.44
11.10
5.90
2.75
11.10
18.44
18.44
18.44
13.90
5.43
5.43
1.00
1.00
0.97
1.00
1.00
1.00
1.00
1.00
1.00
0.99
1.00
1.00
0.99
0.95
0.95
0.95
0.97
1.00
1.00
1.00
1.00
0.97
1.00
1.00
1.00
1.00
1.00
1.00
0.99
1.00
1.00
0.99
0.95
0.95
0.95
0.97
1.00
1.00
-1.10
-1.10
-1.07
- 1.10
-1.10
-1.10
-1.10
-1.10
-1.10
-1.09
-1.10
- 1.10
-1.09
-1.05
-1.05
-1.05
-1.07
-1.10
-1.10
-1.40
-1.40
-1.35
-1.39
-1.39
- 1.39
-1.40
-1.40
-1.40
-1.38
-1.40
- 1.40
-1.38
-1.31
-1.31
-1.31
-1.35
-1.40
- 1.40
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
-0.18
48.6
48.6
47.6
48.4
48.4
48.4
48.6
48.6
48.6
48.3
48.6
48.6
48.3
46.7
46.7
46.7
47.6
48.6
48.6
. . •
-52.7
-52.7
-51.7
-52.5
-52.5
-52.5
-52.7
-52.7
-52.7
-52.4
-52.7
-52.7
-52.4
-50.8
-50.8
-50.8
• • *17:
• • 52.? •
•'42Y'
48.6
48.6
47.6
48.4
48.4
48.4
48.6
48.6
48.6
48.3
48.6
48.6
48.3
46.7
46.7
46.7
:a7:6•••
�48j6 : :
d$'6 •
. ... ..• .•..
-65.1
-65.1
-63.0
-64.7
-64.7
-64.7
-65.1
-65.1
-65.1
-64.4
-65.1
-65.1
-64.4
-61.2
-61.2
-61.2
- 3p
150
-45!1
..
•
.
..'
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• • • •
OADS ON COMPONENTS AND CLADDING : AL-FAROOQ CORPORATION, 1235 S.W. 87th AVE, MIAMI FL! 0174 TES:3125-266-81 p0•
Engineers Name And Signature
. . •• •• •• . . .
Design Date •
6/5/2018 11:21:56 AM
•
•
•
•
•
•
•
• • .. •
Z5
Z5
Z4
Z4
Z4
Z4
Z4
Z5
Z5
Z5
Z4
Z4
Z4
Z4
Z4
Z4
Z4
Z5
Z4
• Design iaioference Number
• • • • • • •
• • ••• • • •
: : 18-1352.:
• • • • ••• • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
2970 NW 75th Avenue
Miami, FL 33122
SCOPE:
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTRO;.AnCTION
11805 SW 26 Sheet, teem 208
T (786) 11523190 F (7i 66 315-2599
www.miamidadd! oj'?ecQnomv
.•
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••••
• •
• • • •
•
• • . •
•
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This NOA is being issued tinder the applicable rules and regulations governing t 1 i s.e of consjruction
materials. The documentation submitted has been reviewed and accepted by Miatn baVe Colinty.RER—
Product Control Section to be used in Miami —Dade County and other areas where allowed by thI Mifh'ority
Having Jurisdiction (AHJ). ' ' ••• •• •
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County' troduct
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product
Control Section that this product or material fails to meet the requireinents of the applicable building code.
Thi :. t is approved as described herein, and has been designed to comply with the Florida Building
e, including e High e • ' ' _ . . —�
urric
DESCRIPTION: Series "RD45" Single Outswing Aluminum Entrance Door — L.M.I.
•
� •
•
•
•
APPROVAL DOCUMENT: Drawing No. W11-11, titled "Series RD45 Alum. Entrance Door (L.M.I.)",
she 9/2
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
C
n ro
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, s : e
series, and following statement: "Miami —Dade County Product Control Approved", unless otherwise noted
herein.
REVISION of this NOA shall be considered after a renewal application has been filed an t ere 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. 13-1112.07 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 Jorge M. Plasencia, P. E.
MIAMI•DADE COUNTY
APPROVED
NOA No. 15-1007.03
Expiration Date: August 19, 2019
Approval Date: May 19, 2016
Page 1
RC Home Showcase, Inc.
A.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
DRAWINGS
1.. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 11-0421.03)
. .
. . .
..
....
••
2. Drawing No. W11-1 i, titled "Series RD45 Alum Entrance Do11.(1..M.I.)', sheets 01. • ; • • •
.. • .
.•
•
. . .
•. •
.
•
.
•
•
•
. .
. .
through 05 of 05, dated 03/02/11 with revision "D" dated 09 ?'3 �: prepared ¶fy Al-,
Farooq Corporation, signed and sealed by Javad Ahmad, P. E. •
B. TESTS
1. Test reports on: 1)
2)
3)
4)
5)
6)
• .
. . .
•
Air Infiltration Test, per FBC, TAS 202-94 •• • • • • •
Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
Water Resistance Test, per FBC, TAS 202-94
Large Missile Impact Test per FBC, TAS 201-94
Cyclic Wind Pressure Loading per FBC, TAS 203-94
Forced Entry Test, Side —Hinged Door Systems, per FBC 2411.3.2.1,
TAS 202-94 and per AAMA 1304-02
along with marked —up drawings and installation diagram of single aluminum outswing
door, prepared by Fenestration Testing Laboratory, Inc., Test Report No. FTL-6381,
dated 12/17/10, witnessed and signed by Jorge A. Causo, P. E., signed and sealed
dated 02/14/11 by reviewing engineer Marlin D. Brinson, P. E.
(Submitted under previous NOA No. 11-0421.03)
.
•
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•
. •
B. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC-2014,
prepared by Al—Farooq Corporation, dated 09/25/15, signed and sealed by Javad
Ahmad, P. E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.11 issued to Kuraray America, Inc. for their
"SentryGlas® (Clear and White) Interlayer" dated 06/25/15, expiring on 07/04/18.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 2014, issued by AI—Farooq
Corporation, dated 09/21/15, signed and sealed by Javad Ahmad, P. E.
Jorge M. Plasencia, P. E.
roduct Control Unit Supervisor
NOA No. 15-1007.03
Expiration Date: August 19, 2019
Approval Date: May 19, 2016
E — 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
• • • •
• •
• •• ••••
• • •
F. STATEMENTS (CONTINUED) • • • • •' • •
•• •
•
••
2. Name changed to RC HOME SHOWCASE, INC. as registkad in the' Florida] •
Department of State, Division of Corporation, Sunbiz documen 1ate4i 10/1:1 f l3: • •
(Submitted under previous NOA No. 13-1112.07) • • • ••• •
3. Asset purchase agreement dated 10/01/13, signed by Mr.' 1vtankel 4:r•Krenfle—
Kozhaya, Mr. Henry F. Kronfle—Kozhaya, Mr. Raul Casares, N14.•,ygebio Paredes and ••
Ms. Nancy Vias. • • •
•
(Submitted under previous NOA No. 13-1112.07) •
•
4. Statement letter of complying with the Sales of Assets issued • •bar RC •A1uinum•
Industries, Inc., dated 10/30/2013, signed by Raul Casares, President.
(Submitted under previous NOA No. 13-1112.07)
5. Department of State Certification of RC HOME SHOWCASE, INC. as a for profit
corporation, active and organized under the laws of the State of Florida, dated
10/11/13 and signed by T. Carter, the Secretary of State.
(Submitted under previous NOA No. 13-1112.07)
6. Department of State Certification of MANUHEN ENTERPRISES, LLC as a limited
liability company, active and organized under the laws of the State of Florida, dated
08/22/13 and signed by N. Culligan, the Secretary of State.
(Submitted under previous NOA No. 13-1112.07)
7. Laboratory compliance letter for Test Report No. FTL-6381, prepared by
Fenestration Testing Laboratory, Inc., dated 12/17/10, witnessed and signed by Jorge
A. Causo, P. E., signed and sealed dated 02/14/11 by reviewing engineer Marlin D.
Brinson, P. E.
(Submitted under previous NOA No. 11-0421.03)
G. OTHERS
1. Notice of Acceptance No. 13-1112.07, issued to R.C. Aluminum Industries, Inc. for
their Series "RD4S Single Aluminum Entrance Door — L.M.I.", approved on
12/26/13 and expiring on 08/19/19.
orge M. Plasencia, P. E.
Ptfoduct Control Unit Supervisor
NOA No. 15-1007.03
Expiration Date: August 19, 2019
Approval Date: May 19, 2016
E-2
•
• • ••• • • • • • •
•• •• •• •
• • •• •• •
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• • • • ••
• • • • •
• • • • •
• • •
••ei/:RS 4E41.
••• iS;, T,:�'r i • ••
By 'Kuroroy Americo, Inc.'
I/4' HEAT STREWD. GLASS
• • • •
• • • •
• • • •
• • • • • • •
•• • • • ••
• • •
•• •
• •
•
••
THESE DOORS ARE RATED FOR URGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
DOOR HINGES
SEE CHART
MAX.
FRAME
WIDTH
MAIL
PRAMS
HRIOHT
N0. OF
RINGER
PER LEA►
L.39
42'
48'
84'
3
4
36'
42"
48'
96"
4
4
36"
42'
40"
108'
4
4
36'
42-
48"
120"
4
5
5
SERIES RD45
ALUMINUM OUTSWING ENTRANCE DOOR
APPROVAL APPLIES TO SINGLE UNITS 0R SIDE BY 510E (MULLED)
COMBINATIONS OF FRENCH DOOR/FRENCH DOOR OR FRENCH DOOR
WITH OTHER APPROVED DOOR TYPES 1N MODULES OF T140 OR MORE
DOORS USING MIA/AI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM DOORS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
DOORS APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION
RESISTANCE IS REQUIRED.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2014 (5TH EDITION) FLORIDA BUILOING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVH2).
WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON OETAILS, 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 LOAO DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO W000 ONLY.
ALL SHIMS TO 8E HIGH IMPACT. NON-METALLIC ANO NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
48• MAX.
FRAME WIDTH
4' MAX.
HEAD/SILL
CORNERS
0
0
0
03
SURFACE APPUED
FALSE MUNTINS
MAY 8E USED
LEAF WIDTH = FRAME WIDTH - 3.625"
LEAF HEIGHT = FRAME HEIGHT - 2.8125"
34 3/8'
0.1. OPG.
44 3/8' MAX
LEAF WIDTH
TYPICAL ELEVATION
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05 -DEC -2 1 9
n
MAX.
FRAME
WIDTH
MAX
FRAME
RETORT
N0. 0P
TA00R0 POINTS
PER 18AF
36'
42'
48'
10'
4
4
5
36'
42'
48'
96"
4
5
5
36'
42'
48'
106"
4
5
6
36'
42'
48'
114'
5
5
8
36"
42'
48'
120"
5
6
6
LOCKING POINTS
SEE CHART
4 POINT 5 POINT 6 POINT
LOCK LOCK LOCK
MAXIMUM DESIGN LOAD RATING = + 125.0 PSF
(FOR SIZES SHOWN ABOVE OR SMILER) - 125.0 PSF
AS ALLOWED BY FBC
PRODUCT REVISED
a• complying with the Plorida
Building Code
NOA-No. 15.1007.03
Expiration Date 08/19/2019
Blom • Product Control I4AY 10 201
001111IT /Ar'
JPa. At!
2
°NAL
I 11 LIU
J
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cli
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12
ES
E
4112/2
bi.10
g
6
14
8
Y
0
4
drawing no.
W11-11
sheet 1 of 5)
• • ••• • • • •••
•• •• • • • •• •• •
• • . •• •• •• • • • •
•
• • • ••• • • •
• • • • •• •
• •
• •• • • • • •••
5
Ni
• • • •
•
••
• •
•• ••
• •
• •
• •
qU .3 KSI CONE.
0
•
w1
• •TYPICAL ANCHORS
• • • eEE ELEVATIONS
• • FOR SPACINO
• • ,►• .. EDGE 01ST
• •• .
THa R
PEN
S KSI •CpNc
0
'' "EDCE•DISP." •
••
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•
/AN.
V BOLT
RATION
TYPICAL ANCHDRS
SEE ELEV. FOR SPACING
I
18Y WOOD DUCK 2g1' W K
SEE NOTE SHEET 1 OR., STRUCTURE
" NOTE SHEET 1
.•.. Erie►.
1
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z
re
411
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
WOOD BUCKS AND METAL STRUCTURES NOT BY RC HOME SHOW -E
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM ANO
TRANSFER THEM TO THE BURDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" X 2-3/4" HILTI KWIK-CON II (Fu-138 K54 Fy=137 KSI)
INTO 2BY WOOD BUCKS OR WOOD STRUCTURES
1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
1-3/4" MIN. EMBED INTO CONC. OR MASONRY (JAMBS)
t /4" DIA TEKS OR S l F ORILLINO SCR (GRADE 5 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.
WOOD AT HEAD OR JAMBS SO = 0.55 MIN.
CONCRETE AT HEAD, SILL 0R JAMBS Pc = 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS Pm = 2000 PSI MIN.
SEALANTS:
ALL FRAME AND PANEL JOINT, INSTALLATION SCREWS AND
HEADS OF ANCHOR SCREWS AT SILL TO BE SEALED WITH
WHITE/ALUM COLORED SILICONE.
WEEPHOLES'
W1 = 1/2" DIA. HOLES AT 4" FROM ENDS AND AT MIDSPAN.
METAL
STRUCTURE
EDGE DIST•
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
I MlA1P-DADS COUNTY APPROVED I�
I1 CUPPED MIILUON I
115EE SEPARA NOA 11
11 riTa.1
L
PRODUCT REVISED
as complying with the Florida
Building Code NOA-No 15-1007.03
Expiration Date 08/19/2019
By
!Ai
TYPICAL ANCHORS
SEE ELEVATIONS
FOR SPACING
0 III II
S/� :'uCENdp
ko. 70592
STATE OF '•!
FLOWS /
MAY 10 Z016 NI l�'�'�
Control
Product
(13
F
8
8
co
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c
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T
(drawing no.
w11-11�
(sheet 2 01 5
• • ••• • • • •••
•• •• • • ••
• •• •• •
• • • • •• •• •• •• •
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•
• •• •••• •• • ••
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• • •• • • • • • •
TYPICAL ANCBORt • • •. • • • •
SEE ELEV. • • • • • • •
FOR SPACING • ••• ••• ••• •
E3
7/16. MAX.
LOAD BTAR64G
SHIM
SEE HINGE CHART
SHEET 1
• •• ••• ••
• • •
1YP • ANCHORS
SPACING
W000
0 STRUCTURE
SEE NOTE SHEET 1
SEEEEOCIOHG CHART
SH
TYPICAL ANCHORS
SCE ELEV.
FOR SPAANG
1BY W000 BUCK
SEE NOTE SHEET 1
PRODUCT REVISED
as complying with the Florida
Building Code NOA-Na. 15.1007.03
Expiration Date 08/19/2019
By
MI
Pro • uct
EXTERIOR
7/16. MAX.
LOAD BEARING
SHIM
t4AY 10 2016
TATE OF
iONA1.
J
814
1411
alp
A
c8�8
rsl
1211
2a
42
ob
d
d
s
drawing no.
W11-11
(sheet 3 of 5
5
1.625
• • ••• • • • •••
• •• •• •
• •• ••
• •
•
•• • • •• •• •• •••
• • ••
• • •• •••• •• • ••
• • •• •• • •• •• •
• • ••• • •• •• •
• •••
—3.750•---- •
• • •
• • •
•
.123
-•-.
2�1Ij25
L.,.87ti-+i • •• •
• • •
• • •
• DOOR HEAD • • •
• • r1.750
•• ••
•
•
•
••
4.000
• 1i•
• •
• •
• ••
• • •
• •
FRAME JAMB
•
.
• •
3.125
•
•• •
It-•512 •••
TOP RAIL
4.209
1
1.750
r
.156
E8
4.125
HINGE STILE
.5001
1.844
I I
.625 -.1
E7 VERT. JAMB STOP
LOCK STILE
E2 FRAME SILL
.., 500
1.540 _-1.000
illj
II1
.125— -
.SHEAR BLOCK
-I r.562
.100-
7.750
--'H-1.750-J
8 BOTTOM RAIL
6.875
ITEM
NUMBER REQD. DESCRIPTION
E1 RD45-023 1 FRAME HEAD
E4
E5
E6
E7
EB
E9
EIO
M1
V2
S1
S2
53
S4
S11
R045-024
R045-022
R045-004
RD45-006
RD45-002
RD45-010
RD45-007
R045-017A
W3142NK
RD45-1114
2
AS RE00.
AS REQD.
AS REP.
AS RE00.
AS RE00.
AS MOD.
4/ HINGE
AS REOD.
FRAME SILL
FRAME JAMS
TOP MIL
BOTTOM RAIL
HINGE STILE
VERTICAL JAMB STOP
INTERIOR GLAZING BEAD
WARM. EMERWR GLAZING READ
LOCK STILE
WEATHERSTRIPPING
3 16' x 3/4" x 4" SETTING BLOCK, AT 6' FROM ENDS
HANDICAP OFFSET HINGE ASSEMBLY
3/4" X 3/4' X 1/8" THK CHANNEL
BAR REINFORCEMENT. 2" LONG
%ATE REINFORCEMENT. 3-7/8" LONG
PLATE REINFORCEMENT, 7-5/8' LONG
DOOR W'STRIPPNO
PRE WITH INTEGRAL FIN
MATERIAL MANF./SUPPLER/R&GRKS
6005-16
6063-T6
6063-76
8063-76
6063-76
6005-75
6063-T6
6063-T6
6063-T6
6005-75
EPOM DUROMETER 80i5 SHORE A
6005-T5 SULLNAN & ASSOCIATES
ALUMINUM AT THRESHOLD
ALUMINUM -
ALUMINUM -
ALUMINUM -
43/8"-16 X 1-1/4" LG. FULL THREAD HX.H0..
43/8"-16 X 2" LC. FULL THREAD HX.140..
112-24 X 3/4' L0. PHIL. F.H. MACHINE SCREW
2 X 1-1 4' LG. PIN.. SMS. _
AS REED. #12-24 X 3/4' FN MS
0 INTERIOR GLAZING BEAD
.552
1.246
E8 VERT. EXT. GLAZING BEAD
.062
.875
0 HANDICAP OFFSET HINGE
VINYL -
1 PER CORER
I PER COMER
ST/ST HINGE INSTALLATION SCREWS
ST/ST ASSEMBLY FASTENERS
ST/ST -
LOCK: (SEE LOCKING SCHEDULE SHEET 1)
FLUSH MOUNT METALLIC MULTI POINT LOCK SYSTEM BY 'HOPPE'
WITH SURFACE MOUNT LEVER TYPE HANDLE AT 36' FROM BOTTOM
KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR.
LOCK FASTENED TO LOCK STILE USING (14) 18 X 1" FH SMS
HANDLE FASTENED USING (3) 112-28 X 1-7/8" OH MS
KEY OPERATOR FASTENED USING (1) /12-28 X 1-7/8" OH MS
PRODUCT REVISED
as complying with the Florida
Building Code
NOA-No. 15-1007.03
Expiration Date 08/19/2019
Baud - • Product Control
MAY 10 201a
1� I111it T)/•
• V,$ SF'
o. 70892
STATE OF
°NAL *"
II1111.7
s
A
dd
g<.
d owing no.
e (shet 4 of 5 )
1
• • ••• • • • •••
•• .. • • • .. .. •
• • • • • • • • • • •
•
•
•
• • • • . • . • •
• • • • • • • • • ...
DOOR TOP CORNER
DOOR BOTTOM CORNER
SHEAR ELM
3-7/6' LONG
112-24 X 3/4" iN MS,
#12-24 X 3/4" EH NS��,y',,
LEAF BOTTOM CORNER
PRODUCT REVISED
as complying with tho Florida
Building Cod.
NOA-No. 15-1007.03
Expiration Da . 08/19/2019
By
Mla -rr n 'ro•uct Contro
drawing no.
W11-11
(sheet 5 of 5 )
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Strat•goom 208
T (7861315 Z590 F'( €J.3'15-2592
v.miamidado.t[ou/economv •'
• • • •
•
•
• •
•
•••• • ••
• •
• • • • •
•
This NOA is being issued under the applicable rules and regulations goveming•tta use oi: coii§fructioaa
materials. The documentation submitted has been reviewed and accepted by Ntitiriti•rade County RER-
Product Control Section to be used in Miami -Dade County and other areas where a11oW9d by Sag itqthority
Having Jurisdiction (AHJ). • • '
• • .
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Preati€ Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
T ' • • d . 's approved as described herein, and has been designed to comply with the Florida Building
Code, inc uding the High Ve oc' rricarre' one- �_
DESCRIPTION: Series "HR100" Aluminum Horizontal Sliding Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. (L.M.I.)",
s eets t • a • •, • a e • : 1 . ' K dated 02/1 8, prepared by Al-Farooq Corpora
signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade Coun roduct evision stamp
wit . _• ; _ . ' eof Acceptance number and expiration date by the Miami -Dade County Product Control
ection. l—
•
• •
•
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
16115 NW 52'd Ave
Miami, FL 33014
SCOPE:
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
m• • = eries and following statement: "Miami -Dade County Froth ct Control A ved" unlessotherwi
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. 15-0416.03 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
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.
MIAMPDADE COUNTY
APPROVED
S.2.
041ol zo18
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 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. 11-0922.05) • • • •• •
2. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdke' fL.M.I.j", sheets 1 •
through 9 of 9, dated 05/04/04, with revision J dated 12/09/15jyrre red b AL•FarooS:•
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, TA$ Nt-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6440, dated 02/25/11, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.05)
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 aluminum horizontal
sliding window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6078, dated 12/05/09, signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under NOA No. 10-0426.10)
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 an outswing aluminum
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Reports
No. HETI-03-1880, dated 12/12/03 and HETI-03-1881, dated 03/19/04, all signed
and sealed by Rafael E. Droz-Seda, P.E. (Submitted under NOA No. 06-1130.02)
4. Test reports on: 1) Tensile Test per ASTM-E 8-01 el
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Hurricane Engineering & Testing, Inc., Test Report
No. HETI-04-T119, dated 04/23/04, signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 06-1130.02)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 2018
E-1
RC Home Showcase, Inc.
• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (corrrnvuED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per 1;BC, TA,IQ2-94
3) Water Resistance Test, per FBC, TAS 202 .k • . • .. . •
4) Forced Entry Test, per FBC 2411.3.2.1 and•TfIS,202-9.4. • : •
along with marked -up drawings and installation diagram of are eutswing dluminu L ...:
casement window, prepared by Hurricane Engineering & Te3'fi� , Inc.,: Lasi •Report •
No. HETI-03-1362, dated 12/11/03, signed and sealed by Rafkii .•roz;Sed4,, P.E. • •
(Submitted under NOA No. 06-1130.02) .. • .. ••
C. CALCULATIONS
• •
•
• • •• •
• •
1. Anchor verification calculations and structural analysis, complying wYtr>N'fC
Edition (2014), dated 04/01/15 and 12/07/15, prepared by Al-Farooq•
�b�aratio�i,
signed and sealed by Javad Ahmad, P.E. • •
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray America, Inc. for their
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring on 12/11/16.
2. Notice of Acceptance 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 5th Edition (2014), and of no
financial interest, dated April 1, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6440, dated 02/25/11, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.07)
3. Laboratory compliance letters for Test Report No. FTL-6078, dated 12/05/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P.E.
(Submitted under NOA No. 10-0426.10)
4. Laboratory compliance letters for Test Reports No. HETI-03-1362, dated 12/11/03,
HETI-03-1880, dated 12/12/03, HETI-03-1881, dated 03/19/04 and HETI-03-T119,
dated 04/23/04, all issued by Hurricane Engineering & Testing, Inc., all signed and
sealed by Rafael E. Droz-Seda, P.E.
(Submitted under s NOA No. 06-1130.02)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 2018
E-2
•
•
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 13-1112.13, issued to RC Home Showcase, Inc. for their
Series "HR100 Aluminum Horizontal Sliding Window 7 L.LVI.I.", •appraved on
12/26/13 and expiring on 08/05/19. ' •' '
2. Simulation Performance, Solar Heat Gain Coefficient, Visibio . Transinittahce, is • • : •
Condensation Resistance Calculation Report on: •
1) NFRC 100-2004 "Procedure for Determining Fenestration Piaduct IZ-Facicrs"'
•
2) NFRC 200-2004 "Procedure for Determining FenestratiFaroduct Solar Heft:..•
Gain Coefficient and Visible Transmittance at Normal Incidence"
3) NFRC 500-2004 "Procedure for Determining Fenestration product Condensation • •
Resistance Values" '•
•
Using computer simulation in accordance with NFRC: Frairie and Edg•e Modelin�•
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at tet,d• jte), 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-110-12455.01, pages
1 through 7 of 7, dated 11/16/09, 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
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 2018
E-3
RC Home Showcase, Inc.
• NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
2. NEW EVIDENCE SUBMITTED
A. DRAWINGS
1. Drawing No. W04-36, titled "HR100 Alum. Horiz. Sliding Wdw. 4L.M.I.�"'�gaets 1
through 9 of 9, dated 05/04/04, with revision K dated 02/13/1L,prezared by;N-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E. • • •••
.
B. TESTS
1. None
C. CALCULATIONS
•...
. .
.
•
.•
.
•
. •
1. Anchor verification calculations and structural analysis, cdthliNng with 'FBC 6th • •
Edition (2017), dated 02/16/2018, prepared by Al-Farooq orporationn •signed ait...
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 01/18/18, 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 09, 2018, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 5-0416.03, issued to RC Home Showcase, Inc. for their
Series "HR100 Aluminum Horizontal Sliding Window — L.M.I.", approved on
01/14/16 and expiring on 08/05/19.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 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 ccotStRtc.tion
materials. The documentation submitted has been reviewed by Miami —Dade Count' Prdduct Coiitfdt
•
•• • •••. •
• . • . •
.• •
G�4 CLE0,CO ,,
I4 `,VV : . # s
1E1TOB�1,,S —'
vj d 'ii�.ri... '"W kJ: 1i d✓"PbF+.A'Ti '.. `,zr
�
Component Name
% Recycled
% Recycled
% Bio—based
• of'[¶mewabbo.Material '
Content at
at Disposal
Material
"" •
Manuf.
1. Window Aluminum
30%
100%
N/A
•• •• NiA
• . •
r, k�'-yi #-!� h+M# f q} 6, &i SigY H..¢ £ mod F Y 1 [
tUFACTOt f"� '_ L �r��k
G 9 " S'HGG" ccT t ( o iRiR ti:COM r A , :• '�. � .
k d Y£�i 3'k.ty R w a4�at '{..."b Eq dm �w
1s1 !!EU GH'T,TR s . `'hC iT emE .,-' 1 GA
CR
.E - YY spay k'+re NH Z.i HyF rr4 �y n6-f a 1 +, �YL' qf1
.CONI NSAT N SIS1'ANCE .? ► ,� 4 1 , x~
43 "
ID#
Test
Report#:
Product
Number
Glazing Components:
G.B.
U—
Factor
...
G.9:
SHGC
VT
..
CR
Base line
Product
000
5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8
— — — — —
0.65
0.20
0.21
15
1
NCTL
110-12456-1
001
5/32 CLR 240#2—SS—D ARG_BRZ-1/8_090 PVB 1/8
0.65
0.20
0.21
15
2.
002
5/32 CLR 240#2—SS—D_ARGCLR-1/8_090 PVB 1/8
0.65
0.21
0.28
15
3'
003
5/32 CLR 240#2—SS—D ARG__GRN-1/8 090 PVB 1/8
0.65
0.20
0.19
15
4
004
5/32 CLR_240#2—SS—D ARG_GRY-1/8_090 PVB 1/8
0.65
0.26
0.26
15
Component Name
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 Butryal (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
C—Value
1. Whole Window
1.53
G-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.04
Expiration Date: August 05, 2019
Approval Date: April 12, 2018
.
•
••
•
••
•. •
.•
•
•••
•
•••
•
• • ••• • • • •.•
•• •. . • .•
• .• •• .
• • • • •. . •. •. • . • •
• . •• •••• •
.
• •. •• • •. . •
• ••. . . • • •..
(3) ANCHORS AT MTG. STILE ENDS TIP.
(4) ANCHORS REOD. FOR SIZES MARKED
WITH '•' ON SHEET 4
•• •
HR100 ALUM HORIZ. SLIDING WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 4.
APPROVAL APPUES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF H.R./H.R. OR HORIZONTAL ROLLING WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULUONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND 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-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WRH 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. UFE SAFETY OF THIS PRODUCT, ADEQUACY
OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL.
FALSE MUNITNS
Y BE USED
m
5" MAX.
HEAD
CORNERS
8 m
8
U m
(3) ANCHORS AT MTG. STILE ENDS TYP.
(4) ANCHORS READ. FOR SIZES MARKED
WITH '• ON SHEET 4
119 3/8' MAX.
WINDOW WIDTH
? 13" MAX.
7"
3 1/2"
EO
6
I 1I
I AT HEAD -1-
I 1 I
, TYP.
1
1 ::
J
_
1
P ;1
1;
----1 Al____
ii
= ==�r===
gII
11
/.
y /i
,/
` �%
T
—
T
I I 6
- 1i- -II -
? II 1.>I --�. Tj
II
II // II
II •/ II
11 1
II II
1I
===�F r i
II
Ii tI
-
---- -_--
.W
OL, 1'
II
I I —
11
11
==='t =_ —
it
II
I 1
1 t 1
1
14 1/2'
MAX.
SILL CORNERS
TYPICAL ELEVATION$
26 1/8"
)
FALSE MUNRNS
MAY BE USED
11 1/2"
MAX.
AT SILL
53 1/8"
J
D.L OPG.
31 1/4"
VENT WIDTH
FLANGE FRAME WINDOWS
D.L OPG.
26 1/8'
D.L OPG.
31 1/4"
VENT WIDTH
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NOT REQUIRED.
```11111111
PRODUCT REVISED
Building tee the Fbrida ' �7 a
c°mPi
Acceptance No! Z13 I _ro
F.xpiollaa Date .i • _ A '
By---•�� •'••FZ..1.,
I 4
Mumi Dade Product Control �s�O �� "
rrl N IL1111�`
Z
� k n
F•I'ii
2 O
wog
Wog.
00�
0&0;
Oaf¢
etwz
17
U
RIZ. SLIDING WDW.
R100 ALUM H
dh
Q
0
v
8
S
0
c
drawing no.
W04-36
sheet 1 of 9
WINDOW HEIGHT
• • ••• • • • • • •
•• •• • •
, • •• •• •
• • • • • • • ••
• • ••
• • •• •••• •• • • ••
• • •• •• • •• •• •
•
• • .b•
• • ••• • •
78 1/2" MAX.
5" MAX.
HEAD/SILL
CORNERS
WINDOW WIDTH
• •• • 11 1/'
• • • 7� • • • M►Y•
r • 3 4/�' • It_
•�' • SIW
• • • •
••
I• 1•-7 i T.,•• 1•••
,`
0
•• •
•
• D •
/ • 6
D.L OPG.
(3) ANCHORS AT
MTG. STILE ENDS
TYP. HEAD/SILL
•
•
a
•
•
n-
1
I; i
•
••
• •
•
•
••
34 3/4'
O.L OPG.
39 7/8'
VENT WIDTH
•
• •
F •E.MUN11NS
I#Yfir USED
•
1.:
In
mw
0
5' MAX.
HEAD/SILL
CORNERS
U
z b
'm
2
0
119 3/8' MAX.
WINDOW WIDTH
7, 11 1/2'
3 1/2•
r^•.
e
.I
II) 1 1
SMAX.
ILL
1 '1l1; 1
—
I; ;I
__Jt jL-=-
=__yl II-_
11
II
=--JL--'
__yr.___
it
— g
O
/i
/*
1%
II It p
I II O
- ` / '1< -
I %/ I,
II // II
II •/ I
II
II I
11 1
I,
�/
____ �____
' II'
II
__
II
II
II
II
o
TYPICAL ELEVATION
26 1/8'
1; 1 1 1 1 ,1
53 1/8"
(3) ANCHORS AT
MTG. STILE ENDS
TYP. HEAD/SILL
FALSE MUNTINS
MAY 8E USED
26 1/8"
D.L OPG.
31 1/4'
VENT WIDTH
FLUSH FRAME WINDOWS
D.L OPG.
D.L. OPG.
31 1/4"
VENT WIDTH
PRODUCT REVISED
es complying with the Florida
Building Codc
Acceptance, No l " / 115.0
Expiration Date
By
Mind Dade Product Content
�p • ' c eF4
43y"u
Z
THR100 ALUM HORIZ. SLIDING
b
ro
A
0
a
c
N
0
s
5
s
a
a
0
0
8
S
ac
Q
8
drawing no.
W04-36
sheet 2 of 9
• •
� • •
1/8' HEAT STREN'D GLASS
090" Interlayer
Trosifol PVB
By 'kuroroy America, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
DOWSIL 795
w
GLASS TYPE 'A'
1/8' HEAT STREN'D GLASS
.090' Interloyer
SentryGlos
By 'Kuroroy Americo, Inc.'
1/8" HEAT STREN'D GLASS
Sin
SIUCONE
DOWSIL 795
O
GLASS TYPE 'B'
•
•• •
• •
•
•
•
••• • • • •••
• • ••
• •• •• •
• . • • •
• • ••
• •••• •• • ••
• • • •
• •
• • • • •••
• •• • • • •
• • • •• •• •• • •
• • •• • • • • • •
• • • • • • • • •
• • • • • • • • •
• • • • • • • • • • • •
•
•• • • • •• • • • ••
• ••. • • • •• •
.
• • • •
• •
• • • • • •
1/8" OR 5/32" HEAT STREN'D GLAS
1/4' AIR SPACE
1/8" HEAT STREN'D GLASS
090" Interloyer
Trosifol PVB
By 'kuroroy Americo, Inc.'
1/8' HEAT STREN'D GLASS
SILICONE
DOWSIL 795
• • • ••
DURASEAL SPACER
BY 'QUANEX'
GLASS TYPE 'Al'
1/8" OR 5/32" HEAT STREN'D CLASS
1/4" AIR SPACE
1/8" HEAT STREW() GLASS
.090" Interloyer
SentryClos
By 'Kuroroy America, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
DOWSIL 795
DURASEAL SPACER
BY 'DUANEX'
GLASS TYPE '81'
GLAZING OPTIONS
•
5/32" TEMP. G
0,
ITEM
PART /
QUANTITY
DESCRIPTION
MATERIAL
MANP./SUPPLTRR/REMARXS
1
RS100-001A
1
FRAME HEAD
6063-T8
-
2
RS100-002
1
FRAME SILL
6083-T8
-
3
RS100-0078
1
FRAME JAMB VENT
6063-T8
-
4
RS100-008
1
FRAME JAMB FIXED
6063-T6
-
5
RS100-004
1/ VENT
FIXED RAIL
6063-78
-
6
RS100-003
1/ VENT
VENT MEETING RAIL
6083-T6
-
7
RS100-009
2/ VENT
TOP AND BOTTOM RAIL
6063-T6
-
8
RS100-006
1/ VENT
JAMB STILE
6063-T6
-
9
500Y-007
AS REOD.
GLAZING BEAD
6063-TO
-
10
RS100-005
1
SLN)E ANCHOR CUP
6063-T6
1' LONG
11
-
1
ANCHOR CHANNEL
6063-76
-
12
-
-
-
-
-
13
W31231NK
4
WEATHER STRIPPING PILE (VENT)
-
-
14
W31231NK
1
WEATHER STRIPPING PILE (MEETING RAIL)
-
-
15
0-LON
1
Q-375 X 190 WHITE
-
-
16
V-033
1
WEATHER STRIPPING GASKET
NEOPRENE
-
17
P-049
AS R1E00.
GLAZING INSERT
RIGID PVC
MELTPOINT, DUROMETER 7535 SHORE A
18
V-055
1
VINYL LAM. INSUL. GLASS
PVC
DUROMEIER 75*5 SHORE A
19
P-0358
2/ VENT
HANDICAP ANGER LOCK
RIGID VINYL
6' FROM EACH END
20
-
-
-
-
-
21
RS100-1.11
2/ VENT
KNURLS AXLE PIN
ST./ST.
-
22
P-016
2/ VENT
WHEEL RETAINER HOUSING
NYLON
-
23
RO 1906
2/VENT
WHEEL
NYLON
-
24
-
-
-
-
-
25
#10 X 1'
AS RE00.
FRAME ASSY. SCREWS
5T. STEEL
PH 5M5
26
#10 X 3/4"
AS RE00.
VENT ASSY. SCREWS
ST. STEEL
HH SITS
27
#10 X 1-1/2'
2
SLIDE CUP FASTENERS
ST./ST.
PH. P.H.
28
#12 X 3/4"
1
SUDS CUP FASTENER
ST./ST.
AI S.M.S.
29
RS100-029
AS READ.
FLUSH ADAPTER HEAD
6063-T6
-
30
RS100-019
AS READ.
FLUSH ADAPTER SILL
6063-76
-
31
R5100-028
AS RECO.
FLUSH ADAPTER JAMB
6063-T6
-
32
500Y-010
A5 RECD.
SNAP COVER
6063-T6
-
1/4" MR SPACE
1/8" HEAT STREN'D GLASS
.090' Interloyer
SentryGlos
By 'Kuroroy Americo, Inc.'
1/8" HEAT STREN'D CUSS
SILICONE
DOWSIL 795
GLASS TYPE 'C'
DURASEAL SPACER
BY 'QUANEX'
SEALANT:
ALL FRAME AND VENT CORNERS AND INSTALLATION
SCREWS SEALED WITH SILICONE.
NOTE:
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPES 'Al & 'B1' MUST BE TEMPERED.
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No i L
Fxpimtion Date
BY _..
AMismi Dade PLeduct Control
fo‘u
a
i
z
CI
V)
76
0 0
9
a
a
R
0
1
.•
drawing no.
W04-36
sheet 3 of 9
DESIGN LOAD CAPACITY - PSF
(XO OR OX SIZES)
GLASS TYPES
WINDOW DIMS.
A, Al, B, 81 & C
WIDTH
HEIGHT
IXT.(+)
INT.(-)
26-1/2'
80.0
80.0
37'
26'
80.0
80.0
53-1/8'
80.0
80.0
26-1/2'
80.0
80.0
37'
38-3/8'
80 U
80.0
l
l 80
80' t
`N.53-1/8/
26- /2S
80.0
80.0
37'
50-5/8'
80.0
80.0
53-1/8'
80.0
80.0
26-1/2'
80.0
80.0
37'
63'
80.0
80.0
53-1/8'
80.0
80.0
24'
80.0
80.0
38'
80.0
60.0
48'
24'
80.0
80.0
60"
80.0
80.0
72'
80.0
80.0
78-1/2'
80.0
80.0
24'
80.0
80.0
36'
80.0
80.0
48'
36'
80.0
80.0
60'
80.0
80.0
72'
80.0
80.0
78-1/2'
80.0
60.0
24'
80.0
80.0
36'
80.0
80.0
48'
48'
80.0
80.0
60"
80.0
60.0
72'
80.0
80.0
78-1/2'
80.0
80.0
24'
80.0
80.0
36'
80.0
80.0
48'
60'
80.0
80.0
60'
80.0
80.0
72'
80.0
80.0
78-1/2"
80.0
80.0
24'
80.0
80.0
36'
80.0
80.0
48'
65-1/2"
80.0
80.0
60"
80.0
80.0
72'
80.0
80.0
78-1/2'
80.0
80.0 *
dsmamirme-
(1 2W) (112W)
OPERATING VENTS TO BE 1/2 OF THE WINDOW WIDTH
.XO OR OX'
• • ••• • • • •••
•• •• • • •• • •• •• •
• • • • •• • • • • • • ••
• • •• •• • • • • •
•
• • • • • • • •
•...
• •
• •
• • ••
• •
• •
• •
••
•
••
•
••
•
DESIGN LOAD CAPACITY - PSF
(X0 0R OX SIZES)
GLASS TYPES
• WLNDO
l LMs.•
•mow&EIGHT
• B, B1 t C •
1 ExT.V) "
:INT.( -7 a
%5-1/2"
•
•
• 80.0
• 80.0•
79-11/1
�j6'•j•810
.:0O.d••
55-1/2'
80.0
80.0
79-11/16
38-3/8"
80.0
80.0
•
‘9-13/1
• •
8(�
l
8SS
851-0/2
•• •
• 8M•
•
8�0
�9-I/l
3 1•.
6,
80.:
• ea"
• •
• sow. •
•810
67-1/2"
80.0
80.0
72'
80.0
80.0
76-1/2'
36
80.0
80.0
81"
80.0
80.0
85-1/2'
80.0
80.0
90'
80.0
80.0
63"
80.0
80.0
67-1/2"
80.0
80.0
72'
80.0
80.0
76-1/2'
48
80.0
80.0
81'
80.0
80.0
85-1/2'
80.0
80.0
90'
80.0
80.0
63"
80.0
80.0
67-1/2"
80.0
80.0
72'
80.0
80.0
76-1/2"
60
80.0
80.0
81"
80.0
80.0
85-1/2"
80.0
80.0
90"
80.0
80.0
63-
80.0
80.0
67-1/2"
80.0
80.0
72"
80.0
80.0
76-1/2"
65-1/2
80.0
80.0
81"
80.0
80.0
85-1/2'
80.0
80.0
90"
80.0
80.0 *
•
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
'XO OR OX'
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05 -DEC- 21 9
DESIGN LOAD CAPACITY - PSF
(X0X SIZES)
GLASS TYPES
WINDOW DIMS.
A, Al, B, B1 & C
WIDTH
HEIGHT
EXT.(+)
INT.(-)
74'
80.0
80.0
106-1/4'
26"
80.0
80.0
74'
106-1/4'
38-3/8"
80.0
80.0
80.0
80.0
74'
80.0
80.0
106-1/4'
50-5/8'
804
804
74'
80.0
80.0
106-1/4'
63-
80.0
80.0
84'
80.0
80.0
90'
80.0
80.0
96'
80.0
80.0
102'
36
80.0
80.0
108'
80.0
80.0
114"
80.0
80.0
120'
80.0
80.0
84'
80.0
80.0
90'
80.0
80.0
96'
80.0
80.0
102'
48
80.0
80.0
108'
80.0
80.0
114"
80.0
80.0
120'
80.0
80.0
84'
80.0
80.0
90'
80.0
60.0
96'
80.0
80.0
102'
60
80.0
80.0
108'
80.0
60.0
114'
80.0
80.0
120'
80.0
80.0
84'
60.0
80.0
90"
80.0
80.0
96'
60.0
80.0
102'
65-1/2'
810
810
108'
80.0
80.0
114'
80.0
80.0
119-1/4"
80.0
80.0 *
(1/3W)
(1/3W)
(1/3W)
G=
OPERATING VENTS TO BE 1/3 OF THE WINDOW WIDTH
XOX'
* (4) ANCHORS AT MTG. STILE ENDS
FRAME HEAD OF FLANGE FRAME WINDOWS ONLY
FLANGE & FLUSH FRAME WINDOWS
DESIGN LOAD CAPACITY - PSF
(XOX SIZES)
GLASS TYPES
WINDOW DIMS.
B, B1 & C
WIDTH
HEIGHT
EXT.(+)
INT.(-)
74'
80.0
80.0
106-1/4'
28•
80.0
80.0
74'
80.0
80.0
106-1/4'
38-3/8'
80.0
80.0
74'
80.0
80.0
106-1/4'
50-5/8'
604
80.0
74'
80.0
80.0
106-1/4'
63'
80.0
80.0
64"
80.0
80.0
90"
80.0
80.0
96'
80.0
80.0
102'
36
BOA
80.0
108'
80.0
80.0
114'
80.0
80.0
120'
80.0
80.0
84"
80.0
80.0
90'
80.0
80.0
96'
80.0
80.0
102'
48
80.0
80.0
108'
80.0
80.0
114' .
80.0
80.0
120'
80.0
80.0
84'
80.0
80.0
90'
80.0
80.0
96'
80.0
80.0
102'
60
80.0
80.0
108'
80.0
80.0
114'
80.0
80:0
120'
80.0
80.0
84'
80.0
80.0
90'
80.0
80.0
96'
80.0
80.0
102'
65-1/2'
80.0
80.0
108"
80.0
80.0
114'
80.0
60.0
119-1/4'
80.0
80.0 *
(1/2W) (1/4W)
0-
OPERATING VENTS TO BE 1/4 OF THE WINDOW WIDTH
'XOX'``\\� J 111 11I I)l/i77.. 077
PRODUCT REVISED
.1 complying with the Florida
Building Code
Acceptance No
Expitmioo Date
BY
Miami Dade Prodaa Coined
9
25
113y'U
HR100 ALUM HORIZ. SLIDING
U
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0
0
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0
5
0
0
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drawing no.
W04-36
sheet 4 of 9
1BY OR 2BY
WOOD BUCK
• • •••
•• •• • • •
• •
• • • •• •
• • •
•
•
TYPICAL AN
SEE ELEV. S
FOR SPACING
RS
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
•
•
• •
• •
•
• •
•• ••
• •
• •
• •
• •
•••
•
•
•
•
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
METAL
STRUCTURE
Fr 1'1
I MIAMI—DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
I; SEE SEPARATE NOA
8Y RIR 28Y •
WOOD BUCK
EDGE DIST.
PRODUCT REVISED
u complying with the Florida
Building Code
Acceptance No 0Li3.MM
Expiration Dan !1$nA so14
BY (;')S
Mimi Dade Product Control
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
TYPICAL ANCHORS
"Y 1 '—SEE ELEV. SHEET 1
FOR SPACING
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
METAL
STRUCTURE
WEEPHOLES:
W1 = 3/16" X 1" WEEP HOLES WITH PLASTIC BAFFLE
(2) AT VENT LOCATION AT 5" FROM VENT ENDS
(1) AT CENTER OF FIXED LITE
W2 = 3/16" X 1" WEEP HOLES
(2) AT SCREEN LOCATION AT 2-1/2" FROM SCREEN ENDS
W3 = (4) 3/16" X 1" WEEP HOLES AT VENTS
AT 2" FROM VENT ENDS AND 19" O.C. MAX.
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
drawing no.
W04-36
(sheet 5 of 9
S
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
1/4" MAX.
J SHIM
Sri
• • ••• • • • •••
•• •• • • ••
• •• •• •
• • • • • • •• • •
• • •
• • •• •••• •• • ••
• • •• •• • •• •
• •
- - - • • • • • •
• •• • • • •
• • • •• •• •• • •
• • ••
• • • • • •
• •• •• • • • • •• •
• • • • • • • • •
• • • • • • • • • • • •
•
•• • •
• ••
• • •
• •
• •
••
• •
•• • • • • • • • • ••
•
VENT WIDTH
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
WINDOW MOTH
EXTERIOR
1BY OR 28Y
WOOD BUCKS
METAL
STRUCTURE
1/4" MAX.
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
OX LAYOUT
3/8" MAX.
E1 SHIMS
1/4" MAX.
SHIMS
1 3/4"
W60D BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOW•. E
MUST SUSTAIN LOADS IMPOSED BY GLAZING brSIEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. KWIK—CON II BY 'HILTI' (Fu-138 KSI, Fy-137 KSI)
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy=155 KSI)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY OR 28Y BUCKS INTO CONC. OR BLOCKS
1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-3/4" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
2" MIN. EMBED INTO GROUT FILLED BLOCKS (JAMBS)
1/4" DIA. TEKS OR SELF—DRIWNG SCREWS (GRADE 5 CRS)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(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.)
(STEEL IN CONTACT WITH ALUMINUM ID BE PLATED OR PAINTED)
#14 SMc_ 0R SELF—DRIWNG SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIMS)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRITICAL Ff GF DISTANCF
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO W000 STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG - 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS f"c — 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS f'm — 2000 PSI MIN.
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
rRODUCT REVISED
es complying with the Florida
Building Code 4p ��((
Acceptance No iV-OZl .O7
Expiration Dato OR a5 ]ol!
By 72/
Miami Dame Pmdats omtrol
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UPDATED TO 2017 FBC
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5
8
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drawing no.
W04-36
sheet 6 of 9
1/4" SHIM
MAX.
TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
3/8' SHIM
TYPICAL ANCHORS
SEE ELEV. SHEET 2
FOR SPACING
• • ••• • • • •••
•• •• • • .•
• •• •• •
•• • . •• •• •. •
• • •
• ••
•
• ••• •• • ••
• • . •• •
• •
D.L OPG.
WINDOW WIDTH
]COX LAYOUT
MWAI—DADE COUNTY
APPROVED MUWON
SEE SEPARATE NOA
WINDOW WIDTH
EXTERIOR
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WINDOW WIOTI
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
SHIMS
'TYPICAL ANCHORS
SEE ELEV. SHEET 1
FOR SPACING
.1BY OR 2BY
WOOD BUCKS
/1/111111
drawing no.
W04-36
(sheet 7 of 9
2.875
.750
2.750
Qi FRAME HEAD
1.594
• • ••• • • • •••
•• •• • • • •• •• •
• • • • • • • • • •
• • • ••• • • •
• • • • • • • •
• • •••
2.813 `
.062 750
g6 1.118
•• • • • �
• • •• •• • •
• • •062 • • • • • •
• • • 111P. • • .222 • •
• • • • • • •
1.841 71 • ••• ••• •
.965 Q GLAZING BEAD
2.792
.490 •062 62
Lr
29 FLUSH ADAPTER HEAD
•• • • I • •• •• 1.09
• 2.625 • 4,41
• •
• 51
0 JAA*.SILE. • • • • • •
2.750
1.435
7L
3.750
.062
TYP.
2.688
I-- 1.488
2.875
FRAME SILL
.375
2.091
2.500
I 062
TYP.
1.153
1.750
MEETING RAIL
.598
.078
.135
VENT LATCH
.445
T-
2.687-1
II '4
lei � 912
.O
3.710
O FLUSH ADAPTER SILL
.808
1.125
750 078 I�
I-1.153 -i
VENT TOP/BOTTOM RAIL
1.794
.062
1.435 TYP.
.750
.100i
3.250
O FIXED MTG. RAIL
1.557
1 .500 Ip I,I
1
1.014
.670
L-1.660 --i
SUDE ANCHOR CUP
.125-y r
/1 ANCHOR CHANNEL
2.792
r--r 500
Zy
.062
tII
--I .912 F�
2.697
0 FLUSH ADAPTER JAMBS
-y 1.025 I-
.050r- 750
.832 -
SNAP COVER
3.087
3.126
.078
2.875
.062 J --•I 1.000
TYP.
3.626
0 FRAME JAMB VENT
1.250
2.940
.062
TYP.
2.815
5 .750F
1.70
O FRAME JAMB FIXED
304-1 1
�I
.080- F2,1 .469
4-.958-i- t
GLAZING INSERT
PVC
PRODUCT REVISED
al complying with the Florida
Building Code
Acceptance No , O¢
Expiration Date�k o 5 7olq
By
Miami Dada Pgadoot Dome!
Jpp•AN
�P•'• EN4
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drawing no.'
W04-36
(sheet 8 of 9
• • •.• • • • .••
.• •• . ••• • •• •• ••
• • • • •• •• •• •• • • • ••
• • • •• •••• •• •• ••
• • •• •• • •• •• •
•
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• •• •
• • •
•• • • •• •• •• • •
• • • • • • • • • •
• • • • • • • • •
• • • • • • • • •
• • ••• ••• •••• • •
VENT TOP/BOTTOM CORNERS
•• • • • •• ••• ••
•
• • • •
• • •
•
•• • • • • • ••• ••
FIXED MTG. RAIL CORNER
FRAME TOP CORNER
FRAME BOTTOM CORNER
PRODUCT REVISED
as complying with the Florida
Building Code
Acceptance No I/edit
Exphallon Date
By ( %�
Miami Dade Product Control
t• •
111111//j;
^HAL
sF'••
/OPIAL
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FAX. (305) 260-6432
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drowing no.
W04-36
sheet 9 of 9
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
16115 NW 52°d Ave
Miami, FL 33014
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 MiamiLIR,ade QjW2.RER-'
Product Control Section to be used in Miami -Dade County and other areas where alltMed by the Authonty • •
Having Jurisdiction (AHJ). . • •
•
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade Bounty) resejve tbe right
to have this product or material tested for quality assurance purposes. If this prgduct.or mattfiaf TAils to
perform in the accepted manner, the manufacturer will incur the expense of such Ce i!ig:and the ARJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiebio>s' 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
, i . i •= Ve1oc'
DESCRIPTION: Series "FX100" Aluminum Fixed Window — L.M.I.
PROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)",
s' da - • ' ' 04, with - ' ' .n K dated ' 3/18
., bearing the ' iami-Dade County Product Control Revision stamp
and expiration date by the Miami -Dade County Product Control
ection.
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.eov/economy
• •
•
•.
.. •
. •
•
•...
•
•
.•..
••..
• . .
.. •
signed and sealed by Javad Ahmad, P.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
0
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
no-•h•
-
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 abo
The submitted documentation was reviewed by Sifang Zhao, P.E.
03//512421S
MIAMI-DADE COUNTY
APPROVED
NOA No. 18-0213.05
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 0534115$1) ....
2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (I, M.I.)",sheets 1
through 7 of 7, dated 05/29/04, with revision J dated 12/09/15,•ptedred by A.?-Farooc
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, TA. 2A2,94
3) Water Resistance Test, per FBC, TAS 202-51 .
4) Large Missile Impact Test per FBC, TAS 201- t4 • • , , • , • •
5) 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 Report No.
FTL-6449, dated 2/29/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 12-0713.09)
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) Kinetic Energy Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an aluminum fixed
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)
3. 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 fixed
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)
Sifang Zhao, P.E.
Product Control Examiner
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 .alumirtmii
� fixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reprorts lib! :• •
FTL-4290 dated 08/16/04, FTL-4294 and FTL-4296 dated '1't14 ''/04, alf signed anij
sealed by Edmundo J. Largaespada, P.E. (Submitted under M.gl. No. Q5-0415.01).
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94'....' •
2) Uniform Static Air Pressure Test, Loading porFB:C, TA ?,(- 94
3) Water Resistance Test, per FBC, TAS 202-94 • ••
4) Large Missile Impact Test per FBC, TAS 25-tif
5) Cyclic Wind Pressure Loading per FBC, TAS 20.3 94 •
along with marked -up drawings and installation diagram bi.'dn: alumixfixed
window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No • •
FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by
Edmundo J. Largaespada, P.E. (Submitted under NOA No. 05-0815.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 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 5th 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. Go alez, P.E.
(Submitted under NOA No. 10-0426.07)
Sifang Zhao, P.E.
Product Control Examiner
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.:tVen4e1,
P.E. (Submitted under previous NO4 NQ' jO-0425 07)
5. Laboratory compliance letters for Test Reports No. FTL-4290 dated•08/16 TL-
4293, FTL-4294, FTL-4295 and FTL-4296 dated 10/08/04, atl„invgd by Felstration
Testing Laboratory, Inc., all signed and sealed by Edmundo J. Largaespada, P.R. •
(Submitted under NOA No. 05-0815.01) •..... •
G. OTHERS
• •
•• •• •
•
•
•
•
• •
1. NOA No. 13-1112.15, issued to RC Home Showcase, Inc. fir tra Series °`FX100" • •
Aluminum Fixed Window - L.M.I., approved on 12/26/13 and i xpi .ing •
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transn ittauce, & •
•
Condensation Resistance Calculation Report on: • • • • •
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product Solar Heat
Gain Coefficient and Visible Transmittance at Normal Incidence"
3) NFRC 500-2004 "Procedure for Determining Fenestration Product Condensation
Resistance Values"
Using computer simulation in accordance with NFRC: Frame and Edge Modeling:
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Approved at test date), 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.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
E-3
B. TESTS
1. None
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.)", eet% 1
through 7 of 7, dated 05/29/04, with revision K dated 02/23/1 % prepared b}? •
Farooq Corporation, signed and sealed by Javad Ahmad, P.E. •• . • : •
.• •
• • •
• • • •
•
4.000
•••• •
• •
•
•
• •
C. CALCULATIONS •
1. Anchor verification calculations and structural analysis, coxrpl4tg with FBC . 6th
Edition (2017), dated 02/15/2018, prepared by Al-Farooq Corpor'ation,:sig I 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 01/18/18, 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 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.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 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 Contwl,� •
• •
• •
• • • •
% Bio—based
/ _ Jten1 wable Material •
Component Name
% Recycled
% Recycled
Content at
at Disposal
Material
•
•
Manuf.
1. Window Aluminum
30%
100%
N/A
• •
N/A,
• •
•. •.
•
•
.•••
•
•••.
..•
• •
• • •
\It�XLw`pf7�i��`tlY '^4i .3 ,. 'R �`.
/W I 5hg M' .9 i ,�,,,#.,gyp.
a`-Jri�Jl4 z i 4e s i E'i f^ e `4 `a*"x' r
}"t"•FK a fi '#
Fk
.L f
tt ii 4 S y
fi�y1
.>�
54 t' NTV "'++s .J Wu 4R"* 's g Y' �rt Ym 4.b i
�hsl�'i'. cr� LYp'. may* :T 7�.,
n 4 f+..� S.jj�,t�l`ta'a�iS';?`°'Y,yr�t, 1-`'s
M#
Test
Report#:
Product
Number
.n
Glazing Components:
G.8:
U—
Factor
G.9:
SHGC
VT
CR
Base line
Product
000
5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8
— — — — —
0.48
0.23
0.24
16
1.
NCTL
110-12452-1
001
5/32 CLR_240#2—SS—D_ARG_BRZ-1/8 090 PVB 1/8
0.48
0.23
0.24
16
2.
002
5/32 CLR 240#2—SS—D_ARG_CLR-1/8_090 PVB 1/8
0.48
0.24
0.33
16
3.
003
5/32 CLR _240#2—SS—D_ARG_GRN-1/8_090 PVB 1/8
0.48
0.23
0.22
16
4.
004
5/32 CLR 240#2—SS—D ARG GRY-1/8 090 PVB 1/8
0.48
0.23
0.31
16
Legend
Abbreviations:
Descri ' tion:
SS—D
Desiccant —Filled Stainless Steel Spacer
240#2
Cardinal Low E 240 @ #2 Surface Typical
ARG
90% Argon
PVB
0.090" Poly Vinyl Butryal (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
lI
Component Name
C—Value
1. Whole Window
0.95
G-1
ifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.05
Expiration Date: August 19, 2019
Approval Date: March 22, 2018
� •
• • • •
•
•
WINDOW WIDTH
n --1
WINDOW LENGTH
WINDOW WIDTH
-r T�
3
G
3
_L �1 J
WINDOW WIDTH
ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOVE OR SIMILAR CAN BE
VERIFIED BY INSCRIBING PICTURE WINDOW SHAPE WITHIN SQUARE OR RECTANGLE AS
SHOWN IN DOTTED ONES AND OBTAINING ALLOWABLE LOADS FROM THOSE SHAPES.
60' MAX.
WINDOW WIDTH
55 3/4"
D.L. OPC.
II
II
II
II
4r
L18' MAX.
HEAD/SILL
FALSE MUN11NS
MAFACE YBE USED LED)
FXI00 ALUMINUM FIXED WINDOWS
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON SHEET 2.1.
ro
60 1/4' MAX.
WINDOW WIDTH
56 1/2'
D.L. OPG.
WINDOW HEIG
0
t1 1t
4" MAX.
HEAD/SILL
CORNERS
TYPICAL EI EVATION
TESTED UNITS
APPROVAL APPUES TO SINGLE FIXED WINDOWS,
ALSO COMBINATIONS OF FlXED/FIXED OR FlXED WITH OTHER
MIAMI-DADE COUNTY APPR'D WINDOWS USING MIAMI-DADE COUNTY
APPROVED MUWONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUWON APPROVAL
WILL APPLY TO ENTIRE STSI M.
THIS PRODUCT HAS BEEN DESIGNED AND 1tSitU TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND 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-METALLC AND NON -COMPRESSIBLE. • •
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS.
18" MAX.
HEAD/SILL
0
THIS PRODUCT WITH GLASS TYPES 'C', 'D' & 'E'
COMPLIES WITH REQUIREMENTS OF ANSI Z97.1.
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
•HUiFER6 ARE NOT REQUIRED. • • •
• • • • • • • •
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION,••
FOR A SITE SPECIFIC PROJECT, i.e. UFE SAFETY OF THIS PRODUCT, ADEQW Y •
OF STRUCTURE RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR.
WATER INFILTRATION RESISTANCE ETC. • •
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,•
AND TO BE REVIEWED BY BUILDING OFFICIAL
• •
• •
••
••• •• • • • ••
MAR 0 2 2018
R20DUCT REVISED
DD
• •
Comore• •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • •
• •S •• • • • •• ••
••• • • • ••• • •
Z
O
w
Z
0
0
� n
OzF�
x'n._
'cc)
p o
8
5-z-.
1a
_a.
drawing no.
W04-44
sheet 1 of 7 )
1/8' HEAT STREN'O CUSS
.090' Interlayer
Troeifol PVB
By 'Kuraray America, Inc.'
1/8" HEAT STREN'D GLASS
SIUCONE
DOWSIL 795
RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'A'
1/8" HEAT STREN'D GLASS
.090" Interlayer
SentryClaa
By 'Kuraray Americo. Inc'
1/8' HEAT STREN'D GLASS
SIUCONE
DOWSIL 795
5
RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'C'
3/16' HEAT STREN'D GLASS
090- Interlayer
Trosifol PVB
8y 'Kuroroy America, Inc.'
3/16' HEAT STREND GLASS
SILICONE
DOWSIL 795
RECT. OR SQUARE FRAME
GLASS TYPE 'E'
1/8' OR 5/32'
HEAT STREN'D GLASS
W
HEAT STREN
OR
5/32' TEMP. GLASS
1/4" AIR SPACE
1/8' HEAT STREN'D
.090" Interlayer
Trosifol PVB
By 'Kuraray Americo, Inc.'
1/8' HEAT STREN'D GLASS
SIUCONE
DOWSIL 795
SIUCONE
CARDINAL XL
EDGE SPACER
ST. STEEL
RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'B'
1/4' AIR SPACE
SIREN'
.090' Interlayer
SentryClas
By 'Kuraray America, Inc
1/8' HEAT STREN'D GLASS
SILKXINE
DOWSIL 795
SIUCONE
CARDINAL XL
EDGE SPACER
ST. STEEL
RECT. OR SQUARE FRAME CIRCULAR FRAME
GLASS TYPE 'D'
NOTE:
IN ORDER TO QUALIFY FOR SMALL MISSILE IMPACT RATING
EXTERIOR PLY OF GLASS TYPES 'B' & 'D' MUST BE TEMPERED.
GLAZING OPTIONS
•• • • • • • • • • ••
•
• • •
• •
• •
•
•• ••• ••• • • ••
PRODUCT REVISED MAR 0 2 7n�A
as complying with the Florida
•
A.pinfo rBedding ip lets • • •• •• •
hf4 • • • •
• • By"f,L' •• • •• • � • •
•
• • ••
•
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
LL11111r1\.
gro.r�r7M-
A OF 4(j
'6NALL
0
A
X
li
Z
0
0
9
S
2
0 °c
e
R 2
drawing no.
W04-44
sheet 2 of 7 )
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
GLASS TYPES
WINDOW DIMS.
GLASS TYPE
'8'
WINDOW DIMS.
GLASS TYPES
CLASS TYPE
WIDTH
LENGTH
CO.(+)/TNT.(-)
EXT.(+)/INT.(-)
WIDTH
LENGTH
EXT.(+)/TNT.(-)
EXT.(+)/TNT.(-)
18'
19-1/8'
24'
26-1/2"
30"
37'
42'
48
80.0
80.0
80.0
80.0
80.0
80.0
72'�
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
18'
19-1/8"
24"
26-1/2'
30"
37'
42'
48'
53-1/8'
92"
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"
30"
37'
42'
48"
53-1/8"
60'
76'
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
18'
19-1/8"
24'
26-1/2'
30'
37'
42"
48'
53-1/8-
94"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
75.3
80.0
80.0
80.0
18"
19-1/8'
24"
26-1/2"
30"
37"
42'
48"
53-1/8'
60-
78"
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
18'
19-1/8'
24"
26-1/2'
30"
37-
42"
48"
53-1/8'
60"
84'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
78.1
18"
19-1/8"
24"
26-1/2'
30-
37"
42"
48"
53-1/8'
90'
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
80.0
4_1
w
ii
BLlE
WIDTH AND LENGTH DIMENSIONS CAN BE
ORIENTED VERTICALLY OR HORIZONTALLY
AS SHOWN ABOVE
•
.• •.• • • • • • ••
.••....
• •. • • •• • • MAR o
• • • •
• • •
• • •
NOTE: • •
GLASS CAPACITIES ON THIS SHEET •ARL• • •
BASED ON ASTM E1300-09 (3 SEC .GUSTSI.
alenis
iloeld• •
•-0 3.04•
�giAfNo • °° •
••
Dwde Osumi
``1111111111INN7j'''''
V" _t OF
Ofii
O
0
m
0
Zd
3
-
"e.
0
S
0
5
1
�
5
drawing no.
W04-44
sheet 2.1of 7
000 • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• • • • • • • • • • • •
0•• • • • 000 • •
EDGE DIST.
1BY 0R 2BY
. ' WOOD BUCK
d.'
TYPICAL
SEE ELEV.
FOR SPACIN
•
O
d
EXTERIOR
\c,
ACCESS HOLE
4
EDGE DIST.
ORS
8
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE 0
•
3
EDGE
DIST.
0,
METAL
STRUCTURE
TYPICAL ANCHOR n
SEE ELEV.
FOR SPACING
N
MIAATI-DARE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
IBY
WOOD BUCK
O
EDGE DIST
EDG 1ST
TYPICAL ANCHORS
METAL SEE ELEV.
STRUCTURE FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE
DIST
miiiiH_J
MIAMI-DADE COUNTY APPROVED
MULLION & MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
2
N
000 BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
UST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. ULTRACON BY 'ELCO' (Fu-177 KSI, Fy:155 KSI)
1 /4" DIA. KWIK-CON 11 BY 'HILT. (Fo-138 KSI, Fy-I37 KSI)
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)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
2" MIN. EMBED INTO GROUT -FILLED BLOCKS (JAMBS)
1 /4" DIA. TFKS OR SFI F-DRII I ING SCRFWC (GRADE 5 CRS)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(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.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
N14 SMS OR SELF-DRIWNG SCREWS (GRADE 2 CRS)
INTO MIAMI-DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) (NO SHIMS)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PLANTED)
cRmCAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SG a 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS re = 3000 PSI MIN.
C-90 HOLLOW/F1LLED BLOCK AT JAMBS rm - 2000 PSI MIN.
SEALANTS:
L FRAME AND VENT CORNERS SEALED WITH
JO SEALANT.
N • • • • • • \\\11111111YY
.. • •. • VI 0,2 ;nIA'‘1o°,
PRODUCT REVISED
MORAL •NCHORS
SEE•ELE• • ••'' - • f . VLy,
FOR SW ONG • • = � g1ATE OF
• • • • • • . ..............
• • O•da rod et Cootro• � ',YYSibiNAL t‘‘;
• • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
U
Z q
� � g
. E
0
.5
eh
a
0
0
8
8
c
1
drawing no.
W04-44
(sheet 3 of 7 )
•
EDGE DIST.
• . 1 BY. OR 28Y
WQOD BUCK4
;A
TYPICAL CHORS
SEE ELEV.
FOR SPACI
EXTERIOR
01
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE 0
Y
ICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL
STRUCTURE
MINA-DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1BY OR 2BY
WOOD BUCK
EDGE DIST
EDG ST.
METAL
STRUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY APPROVED
MUWON & MUWON ANCHORS
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
• • • • • • • • MA?.0 2 2018
• •
y • • • ```` 1111111I II,
I
••• •• • • • •• 'll
)P• cENBF
PRODIICTRBVISHD -.
• ,. • • • • • wiml!°polW�= Cr
• 1.1 •• • ANCHORS i No /8' Z 5 •
TYPICAL ANCHORS • • • Dr• + •OI ST
SEE ELEV. EDGE DIST. • 811R SAING ..... • • i '•.
FOR SPACING • • • tal M Dtle RoAut Contot ,SS/Q�
IIIIIlliiit1j
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • •
• •• •• • • • •• ••
••• • • • ••• • •
• y�U
J
0
o:
0
C
h
0
v
0
8
co
+
b
drawing no.
W04-44
sheet 4 of 7
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
I/2" SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
3/B" MAX.
-)1L-r71�IC' �C�1
ajs
I I
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4" SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WINDOW WIDTH
MIAMI-MADE COUNTY
PPR,D MUWON
SEE SEPARATE NOA
ACCESS HOLE
D.L OPG.
WINDOW WIDTH
EXTERIOR
EXTERIOR
1 /4" MAX.
SHIMS
1BY OR 2BY
WOOD BUCKS
/14 SMS OR TEKS SCREWS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/2" MAX.
SHIMS
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
drawing no.
W04-44
(sheet 5 of 7
2.000
L
O FRAME JAMB/SILL
O
GLASS STOP (LAM. GLASS)
1
.500
L/ FRAME HEAD/SILL/JAMB
GLASS STOP (LAM. INSUL GLASS)
674
—1
FLUSH ADAPTER HEAD/SILL
FLUSH ADAPTER JAMBS
O
.050 TYP. _
B75
L1.315]�
SNAP COVER (LAM. GLASS)
1.315 _1
rTh
.983
.062
LTYP.
f-1.182
.865
GLASS STOP (LAM. GLASS)
FOR CIRCULAR FRAME
.110-1
.050 TYP. r
875
SNAP COVER (LAM. INSUL GLASS)
.168
GLASS STOP (LAM. INSUL GLASS)
FOR CIRCULAR FRAME
.734 IIIr
.094-
1.583
r
O JAMB/SILL ANCHOR CUP
.3931
H r,
.500
.125
1.788
OB CORNER LOCK
(2) 110 x 1/2" P.H. SUS
POINT '8' SCREW
ITEM NO.
PART Al
QUANTITY
DESCRIPTION
MATERIAL
MANF./SUPPLIER/REMARKS
1
CM100-007
AS REQD.
FRAME JAMB/SILL
6063-T6
FOR FIXED WINDOW
2
CM100-012
AS REQD.
JAMB/SILL ANCHOR CUP
6083-78
-
3
CN100-015
AS RE00.
FRAME HEAD/SILL./JAMB
6063-T6
-
4
CM100-016
4/ WDW
GLAZING BEAD (LAM. GLASS)
8063-78
-
4A
CM100-017
4/ WDW
GLAZING BEAD (LAIR. INS. GLASS)
6063-T6
-
48
CM100-029
4/ WOW
GLAZING BEAD (LAN. GLASS)
6063-T6
FOR CIRCULAR FRAME
4AB
CMI00-028
4/ WDW
GLAZING BEAD (LAM. INS. CLASS)
6083-76
FOR CIRCULAR FRAME
5
CM100-018
4/ WDW
SNAP COVER (LAM. GLASS)
6063-76
-
5A
CM100-019
4/ WDW
SNAP COVER (LAM. INSUL GLASS)
8063-76
-
6
CM100-031
AS REQD.
CORNER LOCK
6063-76
-
7
V-059
AS READ.
VINYL FOR 5/16' LAM. & INSUL. LAM. GLASS
PVC
-
7A
V-038
AS READ.
VINYL FOR 7/16" LAM. GLASS
PVC
-
8
AS REQD.
3/16' X 3/8' X 4" LG. SETTING BLOCK
EPDM
DUROMETER 80t5 SHORE A
9
AS REQD.
1/8' X 1/2" SINGLE FACE TAPE
-
-
9A
AS REQD.
5/16" X 1/2' SINGLE FACE TAPE
-
-
10
#10 X 1'
2/ CORNER
FRAME ASSEMBLY SCREW
ST. STEEL
PH PHL 5M5
11
CM100-035
AS READ.
FLUSH ADAPTER HEAD/SILL
6063-T6
-
12
CM100-034
AS READ.
FLUSH ADAPTER JAMBS
6063-T6
-
1 3/8- X 1 3/4' x 1/8' THK
ALUM. PLATE
CIRCULAR WINDOWS
OPTION 1
i'
CIRCULAR WINDOWS
OPTION 2
•• •••
•
FRAME CORNERS • • • • s • • •
• ' GENSF
(2) /I0 x 1/2" P.H. SMS
POINT 'B" SCREW
CM100-031
CORNER LOCK
i'
/ (2) /10 x 1'
P.H. SUS
/ POINT 'B' SCREW
I /
I /
I /
I /
I /
I /
1 /
1 /
1 /
I /
jjl/
/
/
/RECT. OR SQUARE WINDOWS
PROWCT REVISED
• •tl =1a ilAR•t) 2 201' •
• No �L-D 3•� • • •
• D�� • • • •
••0y �•/ '� ••• ••• • •••
Mimi Feria•!Moot Camel
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
�4"u
O h •
8 '$
0110gg
cg 0,
op ig
M
o
egno
ambe
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4
8
3
4
a.
U
a
to
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s
4
drawing no.
W04-44
sheet 6 of 7
w
/
I
~g
DESIGN LOAD CAPACITY - PSF
SIDE/SIDE 0R TOP/BOTTOM WINDOWS
TYPICAL ANCHORS
ONE OR TWOOF MULLION
AT EACH
WINDOW DIMS.
ONE ANCHOR
AT EACH SIDE
OF MULLION
TWO ANCHORS
AT EACH SIDE
OF MULLION
SEEIDE CHART AT LEFT
FOR CAPACITIES
i AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
9360 SUNSET DRIVE, SURE 220
MIAMI, FLORIDA 33173 (C.A.N. 3538)
TEL (308) 2646100 FAX. (305) 2526978
j
WIDTH (W)
LENGTH (L)
EXT.(+)/INT.(-)
EXT.(+)/INT.(-)
W1 W2
19-1/8'
80.0
80.0
24"
80.0
80.0
O
26-1 2'
80.0
80.0
If
30/
80.0
80.0
I
1)_-(
I
37•
38-3/6'
80.0
80.0
42"
80.0
80.0
80.0
80.0
C
1
80.0
80.0
24'
80.0
80.0.
/
26-1/2'
80.0
80.0
%i
30"
80.0
80.0
•'/
•/
37'
�,
80.0
80.0
(FX100 ALUMINUM AXED WINDOW (L.M.I.) J
RC Home Showcase, Inc.
16115 NW 52nd Ave.
Miami, FL. 33014
TEL (305) 392-6214 FAX. (305) 260-6432
42•
79.3
80.0
'
48'
78.1
80.0
53-1/8"
79.0
80.0
19-1/8"
80.0
80.0
24'
80.0
80.0
26-1/2•
80.0
80.0
O
-
30"
80.0
80.0
I
i i1 1
37'
50-5/8'
75.8
80.0
I
•
42•
72.3
80.0
t
WINDOW ANCHORS SEE
3' SHEET 1 FOR LOCATION AND
48"
70.4
80.0
II
.1.-
SHEET 3 FOR ANCHOR TYPES
53-1/8"
70.3
80.0
10"
19-1/8'
80.0
80.0
24"
78.1
80.0
TYPICAL ELEVATION$
26-1/2'
72.8
80.0
SIDESIDE WINDOWS
30"
60'
66.6
80.0
SIDE BY SIDE APPLIESS TO TWO OR MORE WINDOWS
37-
58.6
80.0
.-.
cy
°
oq
o ill
0
R
4 2
)
i e
R
D 2
8 0
42"
54.9
80.0
W1 W2
19-1/8"
80.0
80.0
+
WIDTH (W) =
24"
73.5
80.0
2
26-1/2"
68.2
80.0
30"
83,
62.4
80.0
NOTES-
\
1"X3'X 1/8'
42'
1.0
80.0
ALUM TUBE MULLION O 1. USE CHART ON THIS SHEET FOR SIDE BY SIDE CONNECTION
(6063-T6) CAPACITY OF 1 X3 WINDOW MUWON.
19-1
80.0
- 68�
SEE CHART AT LEFY, CHOWS 2. FOR FIXED WINDOW CAPACITY SEE SHEET 2.1
In
24"
69.4
80.0
FOR OTHER MULLION TYPES
SEE SEPARATE NOA
SEE ��
3. FOR OTHER MUWON TYPES SEE SEPARATE NOA.
26-1/2"
66'
64.3
80.0
FOR SPACING
4. USE SMALLER DESIGN LOAD CAPACITY OF 1, 2 OR 3 ABOVE
r
'w o
^ 2
o d
^
30"
58.8
80.0
37"
51.2
80.0
c
=
'
'J1
��iaMD'
YiLj.
T•
•
19-1/8"
75.3
80.0
4Mi:���
• • •
•--y24'
�.
^
I er. by TARIO
chi. by
24-
62.4
80.0
Ii
!! .' �
L711111I1/T
• • • • )7
e
26-1/2'
72'
57.8
80.0
• `� .. 'l
19-1/8"
72.7
80.0
I
se cowitying with the Ron& -
_
60.2
80.0
!•• ••• ••
Na-02130! •
_
••
•
I
drowgying no .
W04-44
26-1/2'
74-1/4•
55.6
80.0
D.L OPG.
D.LOPG.y•
••Y ND4•2DfB:
30
50.6
na
q
(-o►•:.'l�
EXTERIOR ••
ey : • • • •
'
43.6
64.9
WINDOW WIDTH
•
WINDOW WIDTH MYmipdeProdbetControl. • • •
37'
�Ss;"'••
)),rONAL /LL
sheet 7 of 7
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • • • • • •
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DMSION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
16115 NW 52nd Ave
Miami, FL 33014
SCOPE:
MIAMI—DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www. mia mi dade.¢ov/economy
• • ••.•
• • •
.• • ••••
•
This NOA is being issued under the applicable rules and regulations governing dbc.use of•ooristmuction.
materials. The documentation submitted has been reviewed and accepted by Marn;Ziade County RER-
Product Control Section to be used in Miami -Dade County and other areas where allvwgd by thg•Qgjhority
Having Jurisdiction (AHJ). • • • • •
This NOA shall not be valid after the expiration date stated below. The Miami -Dade Vdttty Prolliict Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami-Dadel;ounty) reserve the right
to have this product or material tested for quality assurance purposes. If this procluvt qr material fails to
perform in the accepted manner, the manufacturer will incur the expense of such jesting and to •' 1 may
immediately revoke, modify, or suspend the use of such product or material withitl.tlfei4 jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Prod** t Control
Section that this product or material fails to meet the requirements of the applicable building code.
uct is a ed as described h - • and has bee . - si a. ed to comp1 with the Florida Building
Code, incuu• mg the High e . - urricane Zone.
DESCRIPTION: Series "SH 100" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W04-19, titled "SH100 Alum Single Hung Window (L.M.I.)",
eets 1 6 of 6 ! 1 • /04 - ' ion K date, 1 18
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
ion.
MISSILE IMPACT RATING: Large and Small Missile Impact ems ant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state
m•• es and foliowin: statement: " , si'-Dade Coun 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. 15-0512.25 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.
2 •
O/i s/Zo/8
MIAMI-DADE COUNTY
APPROVED
NOA No. 18-0213.06
Expiration Date: June 24, 2019
pproval 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. 11-0922.07,10-0525.06 and 06-1130.04) . • • • • .
2. Drawing No. W04-19, titled "SH100 Alum Single Hung Window41 M.I.)'; sheets 1 •
through 6 of 6, dated 03/09/04 with revision J dated 01/06/16, pappied bAltFarooq • y •
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 ijet PBC, TAS 202-94 ••
3) Water Resistance Test, per FBC, TAS 202- 4 • : •:• •
• •
4) Large Missile Impact Test per FBC, TAS 2Q1-9'
5) Cyclic Wind Pressure Loading per FBC, TA•S 2U:94 • • • •
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94• • • • •
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6434, dated 06/24/11, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.07)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-5865, dated 05/14/09, signed and sealed by Michael R Wenzel, P.E.
(Submitted under NOA No. 10-0525.06)
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) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked -up drawings and installation diagram of an outswing aluminum
casement window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-4024, dated 01/14/04 and FTL-4005, dated 01/14/04, both signed and sealed by
Edmundo J. Largaespadn, P.E.
(Submitted under NOA No. 06-1130.04)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.06
Expiration Date: June 24, 2019
Approval Date: March 22, 2018
E-1
RC Home Showcase, Inc.
C.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 04/01/15 and 12/08/15, 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;
•
••••
• • •
•• •
•••• •
E. MATERIAL CERTIFICATIONS
1. NOA No. 14-0916.11 issued to Kuraray America, Inc. for thair'iSentryliasi
(Clear and White) Glass Interlayers" dated 06/25/15, expiring ojri7/04/18. •
2. NOA No. 14-0916.10 issued to Kuraray America, Inc. for their `Biitaciteai;B
Glass Interlayer" dated 04/25/15, expiring on 12/ 11 / 16. • • • • ; • • • •
• • •
•• •
•
•
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5th Edition (2014), and of no
financial interest, dated April 10, 2015, issued by AI-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6434, dated 06/24/11, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.07)
3. Laboratory compliance letters for Test Report No. FTL-5865 dated 05/14/09, issued by
Fenestration Testing Laboratory, Inc., signed and sealed by Michael R Wenzel, P. E.
(Submitted under NOA No. 10-0525.06)
4. Laboratory compliance letters for Test Reports No. FTL-4024 dated 01/14/04 and
FTL-4005 dated 01/14/04, issued by Fenestration Testing Laboratory, Inc., signed and
sealed by Edmundo J. Largaespada, P.E. (Submitted under NOA No. 06-1130.04)
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.06
Expiration Date: June 24, 2019
Approval Date: March 22, 2018
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS
1. Notice of Acceptance No. 13-1112.12, issued to RC Home Showcase, Inc. for their
Series "SH 100" Aluminum Single Hung Window — L.M.I.", approved on 12/26/13
and expiring on 06/24/19.
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation Resistance Calculation Report on:
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product .SS?ar. Heat
Gain Coefficient and Visible Transmittance at Normal Incic ee'; ;;;; . •
3) NFRC 500-2004 "Procedure for Determining Fenestration• Product Caud2n3ation. •
.
Resistance Values" • •
Using computer simulation in accordance with NFRC: Frame' mitt Edgq f ling»
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (ApprM 4$ at test date), of a . .
RC Aluminum Series "CM100" outswing casement aluminum. rune wirkvw: •along•
with attached drawings and bill of materials included in Appendix. A, marked —up by . •
National Certified Testing Laboratories, Test Report No. NCT)E-110:-9.124'1)l pages• •
01 through 07 of 07, dated 11/12/09, -signed by Richard A. Mc1 ckef 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.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.06
Expiration Date: June 24, 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. W04-19, titled "SH100 Alum Single Hung Window (L.M.I.)", sheets 1
through 6 of 6, dated 03/09/04 with revision K dated 02/21/18, prepared by A1-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. None
....
. •
. . ....
. . . .
C. CALCULATIONS • • • • • • • •
•
1. Anchor verification calculations and structural analysis, coihl?l g witli'FBrC 6th
Edition (2017), dated 02/15/2018, prepared by A1-Farooq ('orpor ation,.signe d anct
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources 2ER)
E. MATERIAL CERTIFICATIONS
. .
. .
.. .. .
•
• .
• •. •
1. NOA No. 17-1114.14 issued to Kuraray America, Inc. for theif "Tz'osifolar. •.
Ultraclear, Clear and Color PVB Glass Interlayers" dated 01/18/18, 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. 15-0512.25, issued to RC Home Showcase, Inc. for their
Series "SH 100" Aluminum Single Hung Window — L.M.I.", approved on 01/14/16
and expiring on 06/24/19.
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.06
Expiration Date: June 24, 2019
Approval Date: March 22, 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.
V' ECG ' . 1? Ol f
l i � 3 4-8
r w EyE R
k.��
Component Name
% Recycled
% Recycled
% Bio-based
% Renewable Material
Content at
at Disposal
Material
....
• •
Manuf.
1. Window Aluminum
30%
100%
N/A
• . . N/A • •
• . .
,j 1I.. 9 ���x�j( „ ris'Y ",'•rp
�
dt7..y{x xP
£Sk ., f 7
.i
CRC- C0N, DJ
k4
U
e,.
o a4 ,.,4c iY t;w
hFir
.
ID#
Test
Report#:
Product
Number
Glazing Components:
.G.
• U
Factor
G.9:
SHGC.
••
•
VT•
CR.
•1
Base line
Product
000
AL- 3/16_BRNZ_240#2- SS-D_ARG_BRNZ-1/8_090 PVB_1/8_AL AL
0.764
N/A •:
71•
N/A
1.
NCTL
110-12453-1
001
AL_5/32_BRNZ_240#2_SS-D_ARG_BRNZ-1/8_090 PVB_1/8_AL
0.64
0.21
0.21
15
2.
002
AL_5/32 CLR 240#2 SS-D ARG CLR-1/8_090 PVB_1/8_AL
0.64
0.22
0.29
15
3.
003
AL_5/32_CLR_240#2_SS-D_ARG_GRN-I/8_090 PVB_1/8_AL
0.64
0.21
0.20
15
4.
004
AL 5/32 CLR 240#2 SS-D ARG GRY-1/8 090 PVB_1/8_AL
0.64
0.21
0.27
15
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 Butryal (PVB) interlayer
CLR
Clear Glass
BRZ
Bronze Tint Glass
GRN
Green Tint Glass
GRY
Gray Tint Glass
AL
Aluminum Frame
Component Name
C-Value
1. Whole Window
1.72
G-1
'fang Zhao, P.E.
Product Control Examiner
NOA No. 18-0213.06
Expiration Date: June 24, 2019
Approval Date: March 22, 2018
••
•
...•
•
•..
• •
••••
•
MEAD/SILL
CORNERS
FALSE MUNTINS
MAY BE USED
SHI00 ALUMINUM SINGLE HUNG WINDOW
DESIGN LOAD RATINGS FOR THESE WINDOWS TO BE AS PER
CHART SHOWN ON SHEET 2.
APPROVAL APPLIES TO SINGLE UNITS OR SIDE BY SIDE
COMBINATIONS OF S.H./S.H. OR SINGLE HUNG WITH OTHER
WINDOW TYPES IN MODULES OF TWO OR MORE WINDOWS USING
MIAMI-DADE COUNTY APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MULUON APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
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).
1BY OR 28Y WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
DESIGNED AND 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-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL SCREWS, THAT
COME INTO 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. UFE SAFETY OF THIS PRODUCT. ADEQUACY
OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
MID TO BE REVIEWED BY BUILDING OFFICIAL
47 3/8"
w
`C
D.L OPG.
49 1 /4"
VENT WIDTH
53 1 /8'
WINDOW WIDTH
n
5" MAX.
HEAD/SILL
CORNERS
FALSE MUNTINS
MAY BE USED \
O
J
0
11
47 3/8'
D.L. OPG.
12"
MAX.
HEAD
SILL
//
7
47-
D.L OPG.
49 1/4'
U
Tr
VENT WIDTH
53 1/8'
WINDOW WIOTH
1
'U
(3) ANCHORS AT
/-MTG. STILE ENDS
- AT 5' O.C.
TYPICAL ELEVATION TYPICAL ELEVATION
FLANGE FRAME WINDOWS FLUSH FRAME WINDOWS
•• • • • • •
• • • •
• • •
• •
•
—
m
THESE WINDOWS ARE RATED FOR LARGE & SMALL MISSILE IMPACT.
�tRJLTEP A4E W1}f•REQUIRED.
•
•
•• • • • •• • • • ••
PROOucrpEvs® MAR 0 2 �n1R
• •••ugdiaseo
• • • Acurinc
• • • •
•
• • • fly
• •Miami
imgrd. • •
I - 3,06
zo1Q • • •• ••
•• • •• •
Contra • • •
0
LjU11111U
• • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
a
Y
v
cc
g
0
drawing no.
W04-19
sheet 1 of 6
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
GLASS TYPES
'A', 'B' & 1D1'
GLASS TYPES
'C' & 'D'
GLASS TYPE
'E.
WIDTH
HEIGHT
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
EXT.(+)
1NT.(-)
19-1/8"
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2'
80.0
80.0
80.0
140.0
80.0
140.0
37"
26•
80.0
80.0
80.0
140.0
80.0
140.0
48'
(5)
80.0
80.0
80.0
140.0
80.0
140.0
53-1/8'
80.0
80.0
80.0
140.0
80.0
140.0
19-1/8"
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2"
On
80.0
80.0
80.0
140.0
80.0
140.0
37"
80.0
80.0
80.0
140.0
80.0
140.0
(5)
80.0
80.0
80.0
133.6
80.0
140.0
53-1/8'
80.0
80.0
80.0
116.2
80.0
140.0
19-1
80.0
80.0
140.0
80.0
140.0
28-1/2"
80.0
80.0
80.0
140.0
80.0
140.0
37"
50-5/8'
80.0
80.0
80.0
140.0
80.0
140.0
48'
(7)
80.0
80.0
80.0
111.2
80.0
140.0
53-1/8"
80.0
80.0
80.0
95.5
80.0
140.0
19-1/8"
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2"
80.0
80.0
80.0
140.0
80.0
140.0
37'
S8•
80.0
80.0
80.0
140.0
80.0
140.0
48'
()
80.0
80.0
80.0
103.2
80.0
140.0
53-1/8"
80.0
80.0
80.0
87.8
80.0
140.0
19-1/8'
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2'
80.0
80.0
80.0
140.0
80.0
140.0
37'
63"
80.0
80.0
80.0
140.0
80.0
140.0
48'
(9)
80.0
80.0
80.0
99.3
80.0
140.0
53-1/8'
80.0
80.0
80.0
80.0
80.0
140.0
19-1/8"
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2'
80.0
80.0
80.0
140.0
80.0
140.0
37"
74-1/4
80.0
80.0
80.0
140.0
80.0
140.0
48'
(9)
80.0
80.0
80.0
80.0
-
-
53-1/8"
80.0
80.0
80.0
80.0
-
-
19-1/8'
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2"
80.0
80.0
80.0.
140.0
80.0
140.0
37'
76
80.0
80.0
80.0
140.0
80.0
140.0
48'
(9)
80.0
80.0
80.0
80.0
-
-
53-1/8"
80.0
80.0
80.0
80.0
-
-
19-1/8"
80.0
80.0
80.0
140.0
80.0 ,
140.0
26-1/2"
78'
80.0
80.0
80.0
140.0
80.0
140.0
37'
(9)
80.0
80.0
80.0
140.0
80.0
140.0
48'
80.0
80.0
80.0
80.0
-
-
19-1/8"
80.0
80.0
80.0
140.0
80.0
140.0
26-1/2"
Ele
80.0
80.0
80.0
140.0
80.0
140.0
37'
( )
80.0
80.0
80.0
140.0
80.0
140.0
• NO. IN PARENTHESIS INDICATE NO. OF
ANCHORS PER JAMB.
NOTE:
GLASS CAPACITIES ON THIS SHEET ARE
BASED ON ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT OCA05-DEC-219
PRODUCT REVISED
ao • •S 1•elviesteri•L t191 tt6•r4.,
•8•
z
W
1/8" HEAT STREN'D GLASS
090' Interiayer
Trosifol PVB
By 'Kuroray Americo, Inc.'
1/8' HEAT STREN'D GLASS
SILICONE
DOWSIL 795
„gin,
GLASS TYPE 'A'
1/8" HEAT STREN'D GLASS
1/4" AIR SPACE
1/8" HEAT STREW() GLASS
1/8' HEAT STREN'D GLASS
OR
5/32" TEMP. GLASS
z
1/4" MR SPACE
1/8" HEAT STREN'D GLASS
.090" Interlayer
Trosifol PVB
By 'Kuroray Americo. Inc:
1/8" HEAT STREN'D GLASS
SILICONE
DOWSIL 795
DURASEAL SPACER
BY 'QUANEX'
OR
CARDINAL XL
EDGE SPACER
ST. STEEL
GLASS TYPE 'B.
1/8" HEAT STREN'D GLASS
.090" Interlayer
SentryGies
By 'Kuraroy America, Inc.'
1/8' HEAT STREN'D CLASS
SILICONE
DOWSIL 795
GLASS TYPE 'C'
1/4" AIR SPACE 3/16" AIR SPACE
1/8" HEAT STREN'D GLASS 1/8' HEAT STREN'D GLASS
.090' Interlayer .090" Interlayer .090' Intertoyer
Sentry0las SentryGlas Sentry0las
By 'Kuroray America, Inc.' By 'Kuroray Americo, Inc.' By 'Kuroray Americo, Inc.'
1/8" HEAT STREN'D GLASS
SILICONE
DOWSIL 795
DURASEAL SPACER
BY 'DUANEX'
OR
CARDINAL XL
EDGE SPACER
ST. STEEL
GLASS TYPE '01'
1/8" HEAT STREN'D GLASS 1/8" HEAT STREW() GLASS
SILICONE
DOIIL 795 SILICONE
m DOWSIL 795
DURASEAL SPACER
BY 'OUANDC
OR
CARDINAL XL
EDGE SPACER
ST. STEEL
GLASS TYPE 'D'
GLASS TYPE 'E'
GLAZING OPTIONS
•• ••• • • • • • ••
•
• • •
• •
IN ORDER TO QUALIFY FOR SMALL MISSILt•IMPACI• IlATINL• • • •
EXTERIOR PLY OF GLASS TYPE '13', 'D', '01' & 'E' MUST BE TEMPERED
• •
•
• :•: •Accepswenb IB-o�13-ob
Expltelon
• • ••
• •By
Kant Die Product Control
• ••
•• • �R;4) 2 20)8
•• • •
• • •
•• •
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
000 • • • 000 • •
DURASEAL SPACER
BY 'QUANEX'
OR
CARDINAL XL
EDGE SPACER
ST. STEEL
111111111 ``11
1)
•
aF
'11111 U11
Z %
0
F' z
as•
0 c 9
mot
Dug^
o0ug
09.C<
o .8t
_
,O m I ( 0= &
C7
abgf
a
z
U
a
c
S
8
oc
5
drowing no.
woo-19
(sheet 2 of 6
0
A
TYPI• ANCHORS
SEE EOl.
FOR SP
EDGE DST:
52
x
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
For
H ' EDGE
mu-
Tro,
METAL
STR CTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
EDGE GIST.
01
M 1—DADE COUNTY APPROVED
ON & MUWON ANCHORS
SE SEPARATE NOA
tit
CAL ANCHORS
SEE ELEV.
FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1BY OR 28Y
WOOD BUCK
•
EDGE D157.
ST.
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
•• • • • •
• • •
• • •
WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOW E
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND
TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
1/4" DIA. KWIK—CON 11 BY 'HILTI' (Fu-138 KSI, Fy'137 KSI)
INTO WOOD STRUCTURES
2" MIN. PENETRATION INTO WOOD (HEAD/SILL/JAMBS)
THRU 1BY OR 26Y BUCKS INTO CONC. OR BLOCKS
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
1-1/4" MIN. EMBED INTO BLOCKS (JAMBS)
DIRECTLY INTO CONCRETE OR BLOCKS
2" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS)
2" MIN. EMBED INTO GROUT —FILLED BLOCKS (JAMBS)
1/4" DIA. TEKS OR SELF—DRIWNG SCREWS, (GRADE 5 CRS)
INTO METAL STRUCTURES (HEAD/SILL/JAMBS)
(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.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
114 SMS OR SELF—DRIWNG SCREWS (GRADE 2 CRS)
INTO MIAMI—DADE COUNTY APPROVED MULLIONS
(3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8" THK. MIN. (6063—T5 MIN.) (NO SHIMS)
STEEL: 1/8" THK. MIN. (Fy = 36 KSI MIN.) (NO SHIMS)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
CRB1CAL EDGE DISTANCE
INTO CONCRETE AND BLOCKS = 2-1/2" MIN.
INTO WOOD STRUCTURE = 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD. SILL OR JAMBS SG — 0.55 MIN.
CONCRETE AT HEAD, SILL OR JAMBS fc = 3000 PSI MIN.
C-90 HOLLOW/FILLED BLOCK AT JAMBS f'm = 2000 PSI MIN.
SEALANT:
ALL FRAME AND VENT CORNERS AND INSTALLATION
SCREWS SEALED WITH SILICONE.
EPHO1
W1 1" WEEP NOTCH AT EACH END
• • • ••
• • • • •
• • MAR 0 2 T()1a
�. • ••
•
• •
•. • •
•• ••
c •
PRO
By
Mimed Dade Placket Cessol
REVJSED
Se Florida
0213.06
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
S'ON 1. Eroj..
�f�nnlui
•
drawing no.
W04-19
sheet 3 of 6 )
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
MIAMI-DADE COUNTY
APPROVED MULLION
SEE SEPARATE NOA
TYPICAL ANCHORS
SEE ELEV. FOR SPACING
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1/4. SHIM
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
1111----1LV•—••
..�
ETR
gy�og
.•:•:
• • •
BY
• • • _*
• • • •
• • •• ••
• • • • • • •• • •
• • •• •• •• • • •
• • • • •• •
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
RUCTURE
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
PM a z 201e
OF
i l� • •.!ti ply \�
rsnWALTL���``��
0
a
0
v
a
0
s
1
drawing no.
W04-19
(sheet 4 of 6
2.940
} 062
TYP.
1.750
.750
2.815
FRAME HEAD
1.250
1
3.250
.750
3-
�1.435-
062
r TYP.
.100-
J
1-.-.188
1.794
1.557-
® MEETING RAIL
1.594-
FRAME JAMB
.631
3
.078
t9 VENT LATCH
2.091
1.750
U .375
.062
f TYP. 2.500
I--1.153 -.1
OS VENT TOP RAIL
.062 750
i.li6 I�
.222 V--
GLAZING BEAD
r.1251
.808 .078 1.153
I
50 -
O VENT SIDE RAIL
ITEM #
PART #
REQD.
DESCRIPTION
MATERIAL
MAN?./SUPPLIER/REMARKS
1
RS100-008
1
FRAME HEAD
6063-T6
-
2
RS100-007
1
FRAME SILL
6063-T6
-
3
RS100-004
1
MEETING RAIL
6063-T6
-
4
R5100-001A
2
FRAME JAMB
6063-T6
-
5
RS100-003
1
VENT HEAD
6063-76
-
8
RS100-006
1
VENT BOTTOM RAIL
6063-T6
-
7
500Y-007
AS RE00.
GLAZING BEAD
6063-T6
-
8
RS100-012
OPTIONAL
HEAD SNAP COVER
ALUMINUM
-
9
RS100-009
2
VENT SIDE RAIL
6063-T6
-
10
CHANNEL
2
VENT STOP 1-1/4"x 1-1/4' x 2-1/2"
-
-
12
W33231NK
4
WEATHER STRIPPING PILE (VENT JAMBS)
-
-
13
W33231NK
1
WEATHER STRIPPING PILE (MEETING RA6.)
-
-
14
0-LON
1
Q-375 X 190 WHITE
-
-
15
V-033
1
WEATHER STRIPPING GASKET
NEOPRENE SPONGE
-
1 6
P-049
1
GLAZING INSERT
RIGID PVC
MELTPOINT
16A
V-055
1
VINYL LAM. INSUL GLASS
PVC
DUROMETER 75t5 SHORE A
17
P-020
2
VENT TOP GUIDE
NYLON
ATTACHED W/ 18 X 3/8' FH %AS
18
P-022
2
VENT BOTTOM GUIDE
NYLON
-
19
P-0358
2
SPRING LOADED HANDICAP FINGER LOCK
ALUMINUM
13" FROM EACH END
22
#10 X 1'
AS REQD.
FRAME ASST. SCREWS
ST. STEEL
P.H. PHL.
23
2
1' X 1' X 4" LG. FOAM PAD
-
-
24
2
ULTRA UFT BALANCE / 23 x 30 LB
-
CADWELL
25
2
ULTRA UFT NON TILT BRACKET
-
-
26
-
OPTIONAL
SCREEN
ALUMINUM
-
27
RS100-028
AS REQD.
FWSH ADAPTER HEAD/SILL
6063-T6
-
28
RS100-029
A5 REGD.
FLUSH ADAPTER JAMBS
6063-T6
-
2.792
.912
F-- 2.697 --i
27 FLUSH ADAPTER HEAD/SILL
2.625
1.841
.062
TYP.
.686
2.813
F-.965+
O VENT BOTTOM RAIL
3.087
3.625
062
.078
1.000 II
L-- 2.875
FRAME SILL
3.125
.500
.062
2.792
L
.062
4--Je- .490
28 FLUSH ADAPTER JAMBS
.. ... . . . . . . .
•
• • •
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sheet 5 of 6
• • • • • • • • • • • •
• • • • • • • •
• • • • • • • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
VENT CORNER DETAIL
FRAME CORNERS DETAIL
•• ••• • • • • • ••
•
• • •
• • • •
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W04-19
sheet 6 of 6
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
16115 NW 52"d Avenue
Miami, FL 33014
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 tbg Authority
Having Jurisdiction (AHJ). •
This NOA shall not be valid after the expiration date stated below. The Miami.-t &1e Coua7ty.Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than MiamiConty) ieserve
the right to have this product or material tested for quality assurance purposes. Mthis 'product or material
fails to perform in the accepted manner, the manufacturer will incur the expense o f theh 4esting apitne AHD
may immediately revoke, modify, or suspend the use of such product or materiaP 'thin thei? jurisdiction•;•".
RER reserves the right to revoke this acceptance, if it is determined by Miami —Davie r"ounty Produe$ Control` ` • •
Section that this product or material fails to meet the requirements of the applicable DM:ling code. • • •
This raduduct is approved as described he EinTatLd has been designed to comply :with tie Fkoda 13uilding •
e, including ig urricane Zone. -
DESCRIPTION: Series "ML-100" Aluminum Tube Mullion — L.M.I.
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.m iam idade.gov/economy
•
..
•• •
. • •
.
• •
APP OVAL DO NT: Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets i through 7
7, date /04 wi date , v Al- • orporaf. s signed . d s
b Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp wi a the Notice of
Ac ce number ion a 4helVliami-Dade County Product Control Section
( MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
, LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/se ' o lowing stateme iami-Dade o thervyi
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# 15-0512.23 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 Sifang Zhao, P.E.
MIAMI•DADE COUNTY
APPROVED
4.1061141)
c
NOANo. 180222.09
xpiration Date: August 19, 2019
Approval Date: April 12, 2018
Page 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 04-0608.05 and 09-0128.14)
2. Drawing No. W04-05, titled "Aluminum Tube Mullions", sheets 1 through 7 of 7,
dated 05/02/04, with revision F dated 04/16/15, prepared by Al-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 •• • • ••
2) Uniform Static Air Pressure Test, Loading Pa l C TA ;';)2-94 • •
3) Water Resistance Test, per FBC, TAS 202-9A... •..• : •
4) Large Missile Impact Test per FBC, TAS 20444 -
5) Cyclic Wind Pressure Loading per FBC, T49'!03-94 • •
along with marked -up drawings and installation diagram of •a ininuni sin4le hunk .
windows mulled together, prepared by Fenestration Testing•Wratory, *km, Te§t,•• • •
Report No. FTL-4024, dated 01/14/04, signed and sealed • by Edmundo J. . •
Largaespada, P.E. (Submitted under Nb4 No. 84-0608.05)•
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94: .•. •
2) Uniform Static Air Pressure Test, Loading peer F13C, TAr.2 2-94 • •
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 fixed and
casement windows mulled together, prepared by Hurricane Engineering & Testing
Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E.
Droz-Seda, P.E. (Submitted under NOA No. 04-0608.05)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 04/13/15, prepared by Al-Farooq Corp., signed and sealed by
Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
E MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-56 Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
E-1
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0222.09
Expiration Date: August 19, 2019
Approval Date: April 12, 2018
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
2. Laboratory compliance letters for Test Report No. FTL-4024, dated 01/14/04, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Edmundo J.
Largaespada, P.E. (Submitted under NOA No. 04-0608.05)
3. Laboratory compliance letters for Test Report No. HETI-03-1346, dated 09/16/03,
issued by Hurricane Engineering & Testing, Inc., signed and sealed by Rafael E. Droz-
Seda, P.E. (Submitted under NOA No. 04-0608.05)
G. OTHER ••••
1. Notice of Acceptance No. 13-1112.16, issued to R.C. Home Stiopere, Inc‘ ai their
Series "ML-100" Aluminum Tube Mullion — L.M.I., approw4 12/21/.1.3'aid
•
expiring on 08/19/19. •
•
•.•• •
2. NEW EVIDENCE SUBMITTED • • • • •
• • A. DRAWINGS
1. Drawing No. W04-05, titled "Aluminum Tube Mullions",sheets.1 through 7 of 7, • •
dated 05/02/04, with revision G dated 03/01/18, prepared b):Al-Farooq Cor.oration,..:.
signed and sealed by Javad Ahmad, P.E. •• •
••• • •• • • •• •
••
B. TESTS
1. None
• •
• •
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 6th
Edition (2017), dated 02/26/2018, prepared by A1-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 6th Edition (2017), and of no
financial interest, dated February 26, 2018, issued by A1-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
G. OTHERS
1. Notice of Acceptance No. 15-0512.23, issued to RC Home Showcase, Inc. for their
Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 02/11/16 and
expiring on 08/19/19.
E-2
Sifang Zhao, P.E.
Product Control Examiner
NOA No. 18-0222.09
Expiration Date: August 19, 2019
Approval Date: April 12, 2018
MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
AND CAN BE USED WITH ALL MIAMI—DADE COUNTY APPROVED
IMPACT AND NON —IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES'
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
REQUIREMENTS OF THE 2017 (6TH EDITION) FLORIDA BUILDING COOE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ALL GLAZING PRODUCTS USED WITH THESE MULLIONS MUST MEET THE
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
INFILTRATION, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
1BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPUED 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—METALLIC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE 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 RECEMNG THIS PRODUCT AND SEALING AROUND OPENING FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
INSTRUCTIONS;
USE CHARTS AND GRAPHS AS FOLLOWS.
STEP 1
STEP 2
STEP 3
STEP 4
DETERMINE DESIGN LOAD REQUIRED PER ASCE 7
FOR PARTICULAR OPENING.
USE APPROVED GLAZING PRODUCTS MEETING ABOVE LOAD
REQUIREMENTS.
USE CONNECTION TO MULLION AS PER PRODUCT
APPROVAL
USING CHARTS ON SHEET 3 SELECT MULLION SIZE WITH
DESIGN RATING MORE THAN DESIGN LOAD SPECIFIED
IN STEP 1 ABOVE.
USING ANCHOR TYPES ON SHEET 5 THRU 7 AND ANCHOR CHARTS
STEP 5 ON SHEET 4, SELECT ANCHOR TYPE WTTH DESIGN RATING
MORE THAN THE DESIGN LOADS SPECIFIED IN STEP 1 ABOVE.
4.000
6.000
L2..0--1
TYPICAL
WINDOW FRAME
TUBULAR SHAPES
ALLOY m 6063—T6
3.000
TYPICAL
GLAZING PRODUCT
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WINDOW OR DOOR APPROVAL FOR FASTENERS SIZES AND SPACING
•• • • • • • • • • ••
•
• •
•
• • •
•• • • • •• • • • ••
• • • •
• • •
• • •
• • •
• • ••
• •
• • • •
•
•
•
••
•
• •MARI22018
• • • •
• • • •
• •• • •
• • • •
•• •
4,000—
PRODUCT• REVISED
gw'ith the Florida
"dingAmelmence
By
Mind
Product Control
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• • • • • • • • • • • •
• • • • • • • •
• •
• ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
• • • • • • • • • • •
0
Z
MULLIONS
•
0
c
8
U
2
2
. 4
drawing no.
M04-05
sheet 1 of 7
3.000
j-1.600
I -r
-.125
Ix Of4
Sx IN-3
0.950
0.634
1 X 3
STD MULLION
-T6
4400
1.000-j
�a2
-.125
Ix IN••4
Sx t4-3
2.037
1.019
1 X 4
STD. MULLION
6063-T6
4400
I----- 2.000-11 125
}
-.125
Ix IN-4
Sr IN-3
2.976
1.488
2 X 4
6063-7
T1.500---I
.406
4.500
-.188
.590
Ix IN-4
Sx IN-3
6.659
2.878
1-1/2 X 4-1/2
CUSTOM MULLION
6063-T6
6.000
r_ 2.000 --Lc 125
Ix IN-4
Sr IN-3
8.276
2.759
2 X 6
STD. MULLION
6063-76
.125
6.000
2.000--yLf 250
Ix IN-4
Sx IN'3
15.203
5.068
2 X 6
HEAVY MULLION
6063-T6
}
-.250
2.000
.125
2.000--I
1-3/4' MIN.
FOR 3' TUBES
2-3/4' MIN.
ALL OTHERS
ANGLE CLIP
6063-T6
- .730
.125
2.1e 5
5.500
MULLION CUP
6063-T6
.125
-1.730
2.125
5.500
MULLION CLIP
• IP63eW • • • • • •
••
•
• • •
• • • •
•
•• ••• •• • • • ••
• ••. ••• ••• • •
• • • • • • • . •
• • • • • • • . .
• • • • • • • • • •
••• ••. ••• ••• ••• BAR 122018
000 • • • • 000 • •
• • • • • • • •
• • • 000 • • •
• • • • • • • • • •
• •• •• • • • •• ••
008 • • • 000 • •
P RC:DUCT REVISED
es complying with the Florida
Building Code
Acceptance No 8 , 0 ?•%2. W
Expiration Date l{
sy
Mimai Product Control
roILV
Z
MULLIONS
0
0
4
0
o}i
2
400
8N
2
a
a
a
0
0
s
1
k
drawing no.
M04-05
sheet 2 of 7
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
DESIGN LOAD CAPACITY - PSF (TUBE MULLIONS)
WINDOW DIMS.
WIDTH (W)
MULL SPAN
1 X 3
STD.
1 X 4
STD.
2 X 4
STD.
1-1/2
x
4-1/2
CUSTOM
2 X 6
STD.
2 X 8
HEAVY
WINDOW DIMS.
WIDTH (W)
MULL SPAN
1 X 3
STD.
1 X 4
STD.
2 X 4
STD.
1-1/2
X
4-1/2
CUSTOM
2 X 8
STD.
2 X 6
HEAVY
WINDOW DIMS.
WIDTH (W)
MULL SPAN
1 X 3
STD.
1 X 4
STD.
2 X 4
STD.
1-1/2
x
4-1/2
CUSTOM
2 X 6
STD.
2 X 6
BEAVY
19-1/8'
26-1/2'
30'
37"
42"
48'..,
60"
66'
72'
38-3/8'
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
140.7
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
150.0
112.5
150.0
150.0
150.0
150.0
150.0
102.3
150.0
150.0
150.0
150.0
150.0
93.8
149.4
150.0
150.0
150.0
150.0
19-1/8'
26-1/2'
30'
37"
42"
48'
54'
60"
66'
72'
74-1/4'
75.3
143.1
150.0
150.0
150.0
150.0
54.4
103.3
150.0
150.0
150.0
150.0
48.0
91.2
143.2
150.0
150.0
150.0
38.9
74.0
118.1
150.0
150.0
150.0
34.3
65.2
102.3
150.0
150.0
150.0
30.0
57.0
89.5
150.0
150.0
150.0
26.7
50.7
79.6
142.3
146.2
150.0
24.0
45.6
71.6
128.1
131.6
150.0
21.8
41.5
65.1
116.5
119.6
150.0
38.0
59.7
106.8
109.7
150.0
19-1/8'
26-1/2'
30'
37"
42"
48'
54'
60'
66"
72'
120'
38.3
55.9
125.0
150.0
150.0
27.6
40.3
90.2
110.8
150.0
24.4
35.6
79.7
97.9
150.0
28.9
64.6
79.4
145.1
25.4
56.9
69.9
127.8
22.3
49.8
61.2
111.9
44.3
54.4
99.4
39.9
48.9
89.5
36.2
44.5
81.4
33.2
40.8
74.6
19-1/8"
26-1/2"
30"
37'
42'
48"
54"
60"
66"
72"
50-5/8'
150.0
150.0
150.0
150.0
150.0
150.0
144.0
150.0
150.0
150.0
150.0
150.0
127.2
150.0
150.0
150.0
150.0
150.0
103.1
150.0
150.0
150.0
150.0
150.0
90.8
144.5
150.0
150.0
150.0
150.0
79.5
126.4
150.0
150.0
150.0
150.0
70.6
112.4
150.0
150.0
150.0
150.0
83,6
101.2
150.0
150.0
150.0
150.0
57.8
92.0
142.4
150.0
150.0
150.0
53.0
84.3
130.5
150.0
150.0
150.0
19-1/8"
26-1/2"
30'
37'
42"
48"
54'
60"
66'
72'
84"
52.0
110.5
150.0
150.0
150.0
150.0
37.5
79.8
117.6
150.0
150.0
150.0
33.2
70.5
103.9
150.0
150.0
150.0
26.9
57.1
84.2
150.0
1 50 .0
150.0
23.7
50.3
74.2
150.0
145.9
150.0
20.7
44.0
64.9
141.3
127.7
150.0
39.1
57.7
123.6
113.5
150.0
35.2
51.9
109.9
102.1
150.0
32.0
47.2
89.9
92.9
150.0
29.4
43.3
82.4
85.1
150.0
19-1/8"
26-1/2"
30'
37-
42'
48'
54"
60'
66'
72'
132"
28.7
42.0
93.9
116.7
150.0
20.7
30.3
67.8
84.3
150.0
28.8
59.9
74.4
136.7
21.7
48.6
60.3
110.9
42.8
53.2
97.7
37.4
46.5
85.5
33.3
41.3
76.0
29.9
37.2
68.4
27.2
33.8
62.1
25.0
31.0
57.0
19-1/8"
26-1/2'
30'
37"
42"
48"
54'
60"
66'
72'
60"
140.4
150.0
150.0
150.0
150.0
150.0
101.3
150.0
150.0
150.0
150.0
150.0
89.5
142.2
150.0
150.0
150.0
150.0
72.6
115.3
150.0
150.0
150.0
150.0
63.9
101.6
150.0
150.0
150.0
150.0
55.9
88.9
138.4
150.0
150.0
150.0
49.7
79.0
123.0
150.0
150.0
150.0
44.7
71.1
110.7
150.0
150.0
150.0
40.7
64.6
100.7
150.0
150.0
150.0
37.3
59.3
92.3
150.0
150.0
150.0
19-1/8"
26-1/2'
30'
37'
42'
48'
54"
60-
66'
72'
96'
34.8
74.7
109.1
150.0
150.0
150.0
25.1
53.9
713.8
150.0
150.0
150.0
22.2
47.6
69.6
149.4
150.0
150.0
38.6
56.4
121.1
125.8
150.0
34.0
49.7
106.7
110.8
150.0
29.8
43.5
93.4
97.0
150.0
26.5
38.7
83.0
86.2
23.8
34.8
74.7
77.6
142.0
21.7
31.6
67.9
70.5
129.0
29.0
62.2
64.7
118.3
sr
144"
22.1
32.3
72.4
89.9
150.0
23.3
52.2
84.9
119.2
20.5
46.1
57.3
105.3
37.4
46.5
85.4
33.0
40.9
75.2
28.8
35.8
65.8
25.6
31.8
58.5
23.1
28.7
52.7
21.0
26.1
47.9
23.9
43.9
42"
66*
43
123.3
150.0
150.0
150.0
150.0
150.0
89.0
145.4
150.0
150.0
150.0
150.0
78.6
128.5
150.0
150.0
150.0
150.0
63.7
104.2
150.0
150.0
150.0
150.0
56.1
91.8
143.2
150.0
150.0
150.0
49.1
125.3
150.0
150.0
150.0
43.7
111.4
150.0
150.0
150.0
39.3
64.2
100.2
150.0
150.0
150.0
35.7
58.4
91.1
150.0
150.0
150.0
32.8
53.5
83.5
150.0
150.0
150.0
42"
48"
54"
60"
24.5
52.5
76.7
150.0
150.0
150.0
37.9
55.3
123.8
137.8
150.0
33.5
48.9
109.3
121.7
150.0
27.1
39.6
88.7
98.7
150.0
23.9
34.9
78.1
86.9
150.0
20.9
30.5
68.3
76.1
139.1
27.1
60.7
67.6
123.7
24.4
54.7
60.8
111.3
22.2
49.7
55.3
101.2
20.4
45.6
50.7
92.7
NOTE -
MULLIONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
•
•
ARCHES TO BE INSCRIBED
GLAZING
VERTICAL
MUWON
GLAZING
PRODUCT
PRODUCT
5'
• W2
HORIZONTAL MUWON
44.A7ING
PRODUCT
GLAZING
PRODUCT
MUWON SPAN
PRODUCT REVISED
as complying with the Florida
Ballding Code
•
z
gE
0
ALUMINUM TUBE MULLIONS
07
en CV
FAX. (305) 260-6432
,52222
drawing no.
M04-05
DESIGN LOAD CAPACITY - PSF
DESIGN LOAD CAPACITY - PSF
WINDOW DIMS.
ANCHORS TYPE
WINDOW DIMS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
AA2
AA4
B2
B4
WIDTH (W)
MULL SPAN
A2
A4
AA2
AA4
B2
B4
19-1/8"
26-1/2'
30-
37"
42'
48"
54"
60'
66'
72"
137.7
150.0
150.0
150.0
150.0
150.0
19-1/8"
26-1/2"
30'
37'
42'
48'
54'
60'
66"
72"
74-1/4"
71.2
142.4
101.8
150.0
150.0
150.0
38-3/8"
99.4
150.0
142.2
150.0
150.0
150.0
51.4
102.8
73.5
147.0
114.5
150.0
87.8
150.0
125.6
150.0
150.0
150.0
45.4
90.8
64.9
129.8
101.1
150.0
71.2
142.4
101.8
150.0
150.0
150.0
36.8
73.6
52.6
105.3
82.0
150.0
62.7
125.4
89.7
150.0
139.7
150.0
32.4
64.8
46.4
92.7
72.2
144.4
54.9
109.8
78.5
150.0
122.3
150.0
28.4
56.7
40.6
81.1
63.2
126.4
48.8
97.6
69.8
139.5
108.7
150.0
25.2
50.4
36.1
72.1
56.2
112.3
43.9
87.8
62.8
125.6
97.8
150.0
22.7
45.4
32.5
64.9
50.6
101.1
39.9
79.8
57.1
114.2
88.9
150.0
20.6
41.3
29.5
59.0
46.0
91.9
36.6
73.2
52.3
104.7
81.5
150.0
-
37.8
27.0
54.1
42.1
84.3
19-1/8"
26-1/2'
30"
37'
42"
48'
54-
60"
66"
72'
50-5/8'
104.4
150.0
149.3
150.0
150.0
150.0
19-1/8"
26-1/2"
30'
37'
42"
48"
54"
60"
66'
72'
84"
62.9
125.8
90.0
150.0
140.2
150.0
75.4
150.0
107.8
150.0
150.0
150.0
45.4
90.8
64.9
129.9
101.2
150.0
66.6
133.1
95.2
150.0
148.3
150.0
40.1
80.2
57.4
114.7
89.4
150.0
54.0
107.9
77.2
150.0
120.2
150.0
32.5
65.1
46.5
93.0
72.5
144.9
47.5
95.1
68.0
136.0
105.9
150.0
28.7
57.3
41.0
82.0
63.8
127.7
41.6
83.2
59.5
119.0
92.7
150.0
25.1
50.1
35.9
71.7
55.9
111.7
37.0
74.0
52.9
105.8
82.4
150.0
22.3
44.6
31.9
63.7
49.7
99.3
33.3
66.6
47.6
95.2
74.1
148.3
20.1
40.1
28.7
57.4
44.7
89.4
30.3
60.5
43.3
86.5
67.4
134.8
-
36.5
26.1
52.2
40.6
81.2
27.7
55.5
39.7
79.3
61.8
123.6
-
33.4
23.9
47.8
37.2
74.5
19-1/8'
26-1/2'
30"
37'
42"
48"
54'
60"
66"
72'
60"
88.1
150.0
126.0
150.0
150.0
150.0
19-1/8'
26-1/2"
30'
37"
42"
48'
54'
60'
66'
72"
96"
55.1
110.1
78.7
150.0
122.7
150.0
63.6
127.2
90.9
150.0
141.6
150.0
39.7
79.5
56.8
113.7
88.5
150.0
56.2
112.3
80.3
150.0
125.1
150.0
35.1
70.2
50.2
100.4
78.2
150.0
45.5
91.1
65.1
130.2
101.4
150.0
28.5
56.9
40.7
81.4
63.4
126.8
40.1
80.2
57.4
114.7
89.4
150.0
25.1
50.1
35.9
71.7
55.9
111.7
35.1
70.2
50.2
100.4
78.2
150.0
21.9
43.9
31.4
62.8
48.9
97.8
31.2
62.4
44.6
89.2
69.5
139.0
-
39.0
27.9
55.8
43.4
86.9
28.1
56.2
40.2
80.3
62.8
125.1
-
35.1
25.1
50.2
39.1
78.2
25.5
51.1
36.5
73.0
56.9
113.7
-
31.9
22.8
45.6
35.5
71.1
23.4
46.8
33.5
66.9
52.1
104.3
-
29.3
20.9
41.8
32.6
65.2-
19-1/8"
26-1/2"
30"
37"
42"
48'
54'
60'
86'
72"
63"
83.9
150.0
120.0
150.0
150.0
150.0
19-1/8"
26-1/2"
30'
37'
42"
48"
54'
60'
68'
72'
108'
48.9
97.9
70.0
140.0
109.0
150.0
60.5
121.1
86.6
150.0
134.9
150.0
35.3
70.6
50.5
101.0
78.7
150.0
53.5
107.0
76.5
150.0
119.2
150.0
31.2
62.4
44.6
89.2
69.5
139.0
43.4
86.7
62.0
124.0
96.6
150.0
25.3
50.6
36.2
72.4
56.4
112.7
38.2
76.4
54.6
109.3
85.1
150.0
22.3
44.6
31.9
63.7
49.7
99.3
33.4
66.9
47.8
95.6
74.5
149.0
-
39.0
27.9
55.8
43.4
86.9
29.7
59.4
42.5
85.0
68.2
132.4
-
34.7
24.8
49.6
38.6
77.2
28.7
53.5
38.2
76.5
59.6
119.2
-
31.2
22.3
44.6
34.8
69.5
24.3
48.6
34.8
89.5
54.2
108.3
-
28.4
20.3
40.6
31.6
63.2
22.3
44.6
31.9
63.7
49.7
99.3
-
26.0
-
37.2
29.0
57.9
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 OBIS.
ANCHORS TYPE
WIDTH (W)
MULL SPAN
A2
A4
AA2
AA4
B2
B4
19-1/8'
28-1/2"
30"
37'
42'
48'
54'
60'
66"
72"
120"
44.0
88.1
63.0
126.0
98.1
150.0
31.8
63.6
45.5
90.9
70.8
141.6
28.1
56.2
40.2
80.3
82.6
125.1
22.8
45.5
32.6
65.1
50.7
101.4
20.1
40.1
28.7
57.4
44.7
89.4
35.1
25.1
50.2
39.1
78.2
31.2
22.3
44.6
34.8
69.5
28.1
20.1
40.2
31.3
62.6
25.5
36.5
28.4
56.9
23.4
33.5
26.1
52.1
19-1/8'
26-1/2"
30"
37"
42"
48'
54'
60'
66'
72'
132"
40.0
80.1
57.3
114.5
89.2
150.0
28.9
57.8
41.3
82.7
64.4
128.8
25.5
51.1
38.5
73.0
56.9
113.7
20.7
41.4
29.6
59.2
46.1
92.2
36.5
26.1
52.2
40.6
81.2
31.9
22.8
45.8
35.5
71.1
28.4
20.3
40.6
31.6
63.2
25.5
36.5
28.4
56.9
23.2
33.2
25.9
51.7
21.3
30.4
23.7
47.4
19-1/8'
26-1/2"
30"
37'
42'
48"
54'
60"
66'
72"
144"
36.7
73.4
52.5
105.0
81.8
150.0
26.5
53.0
37.9
75.8
59.0
118.0
23.4
46.8
33.5
66.9
52.1
104.3
37.9
27.1
54.3
42.3
84.5
33.4
23.9
47.8
37.2
74.5
29.3
20.9
41.8
32.6
65.2
26.0
37.2
29.0
57.9
23.4
33.5
26.1
52.1
21.3
30.4
23.7
47.4
27.9
21.7
43.4
•• ••• •
• • •
• • •
• •• •
•
ANCHORS TYPE
B2.
B2 OR
84
GLAZING
PRODUCT
,�- VERTICAL
MULLION
GLAZING
PRODUCT
ti
3
0
ANCHORS TYPE
A2, AS.
82 OR B4
HORIZONTAL HULDON
ARCHES TO BE INSCRIBED
INSIDE RECTANGULAR SHAPE
-*CLAZ NG �
(ram PRODUCT %
r ' r:`
5
GLAZING
PRODUCT
A
ANCHOR
DETAIL i1
GLAZING
PRODUCT
3
ANCHORS TYPE
A2, M,
82 OR B4
• VIE BHRWASED
ULLION SPAN
• - • • • Zadc•Ziftwigh the • 111111111ilt,T'
• NoI;-0 ''pAJ�
•• ••• •• • • • ••
TYPICAL MUWON ARRANGEMENT$
• •
• •
••
1iI 4 W2
YJIDTH (V�•= -• 2-
• •
• • • •
••••
• • • •• •• •
•
•• •• • • •
• •• •
• • •
• • ••
• •
• • • • • • • • • • • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • ••• • •
By_L/ a,
Miemf Dodo Product Con
AR122018
NI
104.9
ALUMINUM TUBE MULLIONS
w
0
a
0
c
0
8
2
5
a
a
1
8
drawing no.
M04-05
(sheet 4of 7
1-3/4" MIN.
EDGE DIST.
0-
1" MIN.
EDGE DIST.
1/4' HILTI KWIK CON II
1-1/4' MIN. EMBED
INTO CONC./BLOCKS
2 PER CUP (1 ON EACH WING)
1BY
WOOD BUCK
1/4' HILTI KWIK CON II
1-1/2" MIN. WOOD PENETRATION
2 PER CUP (1 ON EACH WING)
pillrir.-1101.-e-0111101111111,Wi
aglOIt//%11%J
-1
2BY WOOD BUCK
OR
WOOD STRUCTURE
1-3/4" MIN.
EDGE DIST.
ALTERNATE
ANCHOR LOCATION
MULLION CUP
1/4' HILTI KWIK CON 11
1-1/4' MIN. EMBED
INTO CONC./BLOCKS
1 PER ANGLE
FLOATING CUP
114 SMS
2 PER ANGLE
1-3/4' 0.C. MIN.
II II
II 11
II 11
U U
I I
I I
I I
1/4" HILTI KYAK CON II
1-1/2' MIN. WOOD PENETRATION
1 PER ANGLE
2 X 2 X 1/8"
ALUM ANGLE
1p101"
-mer
FLOATING CUP
114 SMS
2 PER ANGLE
1-3/4' 0.C. MIN.
ANCHORS TYPE 'A2'
11 11
II II
II II
u u
I I
I I
1 I
2X 2X 1/B'
ALUM ANGLE
1-3/4"
MIN.
EDGE DIST.
1/4" HILTI KWIK CON II
1-1/4' MIN. EMBED
INTO CONC./BLOCKS
3' 4 PER CUP (2 ON EACH WI
u NG)
Tpi
1' MIN. 1' MIN.
EDGE
DIST.
1BY
WOOD BUCK
1/4' HILTI KWIK CON It
1-1/2' MIN. WOOD PENETRATION
4 PER CUP (2 ON EACH WING)
.011101.141111
2BY WOOD BUGK
0R
WOOD STRUCTURE
1/4" HILTI KWIK CON II
1 -1 /4- MIN. EMBED
INTO CONC./BLOCKS
2 PER ANGLE
FLOATING CUP
114 SMS
2 PER ANGLE
1-3/4' O.C. MIN.
FOR 3' TUBE
2-3/4' 0.C. MIN.
FOR ALL OTHER TUBES
11 Ira
tit
1/4" HILTI KWIK CON II
1-1/2" MIN. WOOD PENETRATION
2 PER ANGLE
FLOATING CUP
014 SMS
2 PER ANGLE
1-3/4" O.C. MIN.
FOR 3' TUBE
2-3/4" 0.C. MIN.
FOR ALL OTHER TUBES
ANCHORS TYPE 'A4'
•. ••. • • • • . ..
•
▪ ••
•
•• ••• •• • • • ••
•
• •
• •••
• • •
• • •
ALL CUPS TO FIT SNUG INTO TUBE MUILIONS.•
TAPCONS MAY BE HEX OR Pitil READ. • •
••• •••
• •
• •
• •
al ••
• •
• •• • •
• • • •
MAR122018
• •• •
•• .
II
!
u
2 X 2 X 1/B'
ALUM ANGLE
k_ 2x2 x 1/B'
ALUM ANGLE
PRODUCT REVISED
es copying with the Rida
Banding Code
Acceptance No / 0211.
Expiration Date )Iasoil
By_C
Miami Dade Product Control
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
••• • • • 0•• • •
Z q�
mot a
v _"H
ogii
ong
LL Z N E
aW2sH
2
ac
8
FAX. (305) 260-8432
a
drawing no.
M04-05
sheet 5 of 7
2-1/2" MIN.
EDGE DIST.
CONC./BLOCKS
OR
CONCRETE
1 /4" HILT KWIK CON II
1-3/4" MIN. EMBED
INTO CONC./FILLED BLOCKS
2 PER CUP (1 ON EACH WING)
2-1/2' MIN.
EDGE DIST.
2 1/2' MIN.
I EDGE DIST.
ALTERNATE
ANCHOR LOCATION
MULLION CUP
1
MIN.
-FLOATING LIP
1/4" - 1Tl KWIK CON
-3/4' MIN. EMBE.
INTO CONC./FILLED BLOCKS
1 PER ANGLE
#14 SMS
PER ANGLE
1-•/• O.C. MIN.
F. 3' TUBE
-3/4 O.C. MIN.
FOR ALL 0 R TUBES
3 SCREWS R ANGLE
1/4' HILTI KWIK CON II
1-3/4" MIN. EMBED INTO CONC.
2 PER CUP (1 ON EACH WING)
ANCHORS TYPE 'AA2'
2-1/2'
MIN.
EDGE DIST.
3"
1/4' HILTI KWIK CON e
1-3/4" MIN. EMBED
INTO CONC./FILLED BLOCKS
4 PER CUP (2 ON EACH WING)
1/4" HILTI KWIK CON II
1-3/4' MIN. EMBED
INTO CONC./FILLED BLOCKS
2 PER ANGLE
FLOATING CUP
/14 SMS
2 PER ANGLE
1-3/4" O.C. MIN.
FOR 3" TUBE
2-3/4" O.C. MIN.
FOR ALL OTHER TUBES
3 SCREWS PER ANGLE
ANCHORS TYPE 'AA4'
2 X 2 % 1/8
ALUM ANGLE
PRODUCT REVISED
113 oomPlYbe withLIRFlorida
apndoeData nell
(�
BY ia'
• yeti Dade Product Control
• • •
• • • •
•
•• •..• •s • • • ••
•• ••• • • • • • ••
ALL CUPS TO FIT SNUG INTO TUBE MUWONS.
TAPCONS MAY BE HEX 0R FLAT•HEAD.• • •
• • •
• • •
• •
••• ••• • •
• • • • • •
• • • • • •
• • • • •• • •
•• •• • • • • • • •
PROTECTED
CUPS OR ANGLES CONNECTED DIRECTLY TO CONC./SOCKS TO BE
WITH ALKALI -RESISTANT COATINGS, SUCH AS BITUMINOUS PANT OR
WATER -WHITE MEDNCRYLATE LACQUER.
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• • • • • • • • • •
• •• •• • • • •• ••
4100 • • • ••• • •
MAR 1 2 2018
drawing no.
M04-05
(sheet 6 of 7
METAL STRUCTURES
(STEEL OR ALUM. 1/8" MIN. THICK)
STEEL Fy - 36 KSI MIN.
ALUMINUM : 6063-T5 MIN.
3/4" MIN.
EDGE DIST.'I
1/4" DIA. TEKS
1 PER ANGLE
2 X 2 K 1/8"
ALUM ANGLE
TUBE MUWON
TUBE MUWON
/14 SMS
2 PER CLIP
1-1/2' 0.C. MIN.
#10 FH SMS
2 PER CUP
1" 0.C. MIN.
1-3/4" 0 2" 0 1/8" (FOR 2BY TUBE)
3/4" X 2" K 1/8" FOR (1BY TUBE)
ALUM ANGLE
CUT TO FR SNUG INSIDE TUBE
ANCHOR DETAIL #1
1/4' DIA. TEKS
2 PER CUP
(1 ON EACH WING)
FLOATING CUP
ANCHORS TYPE 'B2'
%14 SMS
2 PER ANGLE
1-3/4" 0.C. MIN.
/ 14 S.M.S.
2/ CHANNEL
/10 F.H. S.M.S.
2/ SIDE
1/13" THICK ALUM CHANNEL
LENGTH TO FR SNUG
INTO MUWON
TUBES MAY BE NOTCHED
AS SHOWN TO ALLOW INSTALLATION
OF CLIP ANGLE
CAULK JOINT AFTER ASSEMBLY
ACCESS HOLE
THIS SCREW CAN BE
INSTALLED IN EITHER
DIRECTION q�p i .
METAL STRUCTURES
(STEEL OR ALUM. 1/8" MIN. THICK)
STEEL : Fy .4 36 KSI MIN.
ALUMINUM 6063-T5 MIN.
3/4"
1" MIN MIN.
EDGE I
DIST.
1/4' Da. TEKS
4 PER CUP
(2 ON EACH WING)
FLOATING CLIP
#14 SMS
2 PER ANGLE
1-3/4" 0.C. MIN.
FOR 3' TUBE
2-3/4' 0.C. MIN.
FOR ALL OTHER TUBES
3 SCREWS PER ANGLE
ANCHORS TYPE 'B4'
• •
• • • • • • •
•• • • • ••
• ••• ••• ••• • •
• • • • • • • • •
• • • • • • • • •
• •
• •••
• :• • • '•• •• •!AR 1 2 2018
METAL TO METAL CONNECTION • • • • • • •
USE CHARTS FOR ANCHOR TYPE '84' TO VERIFY CAPACITY OF CONNECTION
SEE SHEET 4 OF 7 FOR ANCHOR CHARTS
••• • • • • ••• • •
• • • • • • • •
• • • ••• • • •
• Y • • • • • • • •
• •• •• • • • •• ••
••• • • • 000 • •
1/4" DIA. TEKS
1 PER ANGLE
2 X 2 X 1/8"
ALUM ANGLE
PRODUCT REVISED
sit complying
HeB with the Florida
DA I� !q
/o 7n
BY
Mlamf Dade Product Control
S NAL
drowing no.
M04-05
sheet 7 of 7
1'
O
G
—2' 6"—
1" X 3" X 1/8" X 39"
ALUMINUM TUBE MULLIONS RC
N.O.A. No. 18-0222.09
ZONE 5
+ 48.5 PSF
- 58.3 PSF
OPENING SIDE
1"X3" X 1/8" X 39"
ALUMINUM TUBE MULLIONS RC
N.O.A. No. 18-0222.09
1' X 3" X 1 /8" X 39"
ALUMINUM TUBE MULLIONS RC
N.O.A. No. 18-0222.09
/1
+ 47.
- 51.
OPENI
NG
ONE 4
4 PSF
5 PSF
SIDE
ZONE 4
+ 44.2 PSF
- 48.3 PSF
OPENING SIDE
ZONE 5
+ 45.6 PSF
- 59.0 PSF
OPENING SIDE
—2' 6"— c
iN
"E" M.O. 106 1/2" X 38 3/8' S/H
(2) 53.125" X 38 3/8"
FRAME COLOR: BRONZE ALUMINUM SINGLE HUNG WINDOWS SH100 SERIES
RC AUAIINUM INDUSTRIES N.O.A. No. 18-0213. 08
GLAZING: 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT
EXTERIOR UTE 1/6' CLEAR HEAT SIRENS GLASS
1/2" AIL SPACE 1/8" CLEAR HEAT SIRENS. GLASS
0.90' INTERLAYER DUPONT 'BUTACITE' PVB
INTERIOR U1E 1/8" GRAY HEAT SIREN'D. GLASS
NOTE 1: 1/4" ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
"C" M.O. 148 1/2" X 50 5/8' F/X
(3) 49 1/2"' X 50 5/6"
FRAME COLOR: BRONZE ALUMINUM FIXED WINDOWS FX100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0213. 05
GLAZING: 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE 1/8" CLEAR HEAT SIRENS GLASS
1/2" AIR SPACE 1/8" CLEAR HEAT STREN'D. GLASS
0.90" INIERLAYER DUPONT BUTAOTE' PVB
INTERIOR UTE 1/8' GRAY HEAT STREAM. CLASS
NOTE 1: 1/4" ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WAIN THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
EAST ELEVATION
'12/ZONE 4
+ 46.4 PSF
- 50.5 PSF
OPENING SIDE
RESISTANT
"D" M.O. 53 1/8" X 38 3/8" H/R
(1) 53.125" X 38 3/8"
FRAME COLOR: BRONZE ALUMINUM HORIZONTAL ROLLING WINDOWS HR100 SERIES
RC ALUMIN&AA INDUSTRIES N.O.A. No. 18-0213. 04
GLAZING` 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE 1/6" CLEAR HEAT STREAM GLASS
1/2' AIR SPACE 1/8" CLEAR HEAT SIRENS. CLASS
0.90" INTERLAYER DUPONT 'BUTACTE' PVB
INTERIOR UTE 1/8" GRAY HEAT STREWD. CLASS
NOTE 1: 1/4" ELCO TAPCONS MATH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH INC REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
"A" M.O. 95 1/4" X 38 3/8" S/H
(2) 47.825" X 38 3/8"
FRAME COLOR:BRONZE ALUMINUM SINGLE HUNG WINDOWS SH100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0213. 06
(LAZING` 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE: 1/8" CLEAR HEAT STRDID GLASS
1/2" AIR SPACE 1/8" CLEAR HEAT SIRENS. CLASS
0.90" INTERLAYER DUPONT BUTACITE' PVB
INTERIOR UTE: 1/8" GRAY HEAT STRENb. GLASS
NOTE 1: 1/4" ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
"B" M.O. 39" X 81" R045
(1)39"X81"
FRAME COLOR: BRONZE ALUMINUM SINGLE SWING DOORS RD45 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 15-1007. 03
GLAZING: 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR U1E: 1/8" CLEAR HEAT SIREN'D CLASS
1/2" AIR SPACE 1/8" CLEAR HEAT STREND. GLASS
0.90" INTERLAYER DUPONT 'BUTACT" PVB
INTERIOR UTE: 1/8" GRAY OBSCURE HEAT STREW!). GLASS
NOTE 1: 1/4" ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUAN111IES
SHALL BE CONSISTENT WITH THE REQUIRDMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
1/4" = 1' - 0"
—2 6--
ZONE 4
+ 46.5 PSF
- 50.7 PSF
OPENING SIDE
ZONE 5
+ 47.4 PSF
- 50.2 PSF
OPENING SIDE
—2 5"—
"AA" M.O. 53 1/6' X 50 5/8" H/R
(1) 53.125' X 50 5/8"
FRAME COLOR:BRONZE ALUMINUM HORIZONTAL RCLUNO WINDOWS HR100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0213. 04
OLALNO: 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR U1E: 1/8' CLEAR HEAT SIRENS GLASS
1/2' AIR SPACE 1/8" CLEAR HEAT SIRENS. GLASS
0.90" INTERLA'IER DUPONT 'BUTACITV PAR
INTERIOR U1E 1/8' GRAY HEAT SIRENS. GLASS
NOTE 1: 1/4' ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3. 4. 7 ON 10 OF PRODUCT N.O.A.
"L" M.O. 53 1/8" X 36 3/8" H/R
(1) 53.125" X 38 3/8"
FRAME COLOR:BRONZE ALUMINUM HORIZONTAL ROWNC WINDOWS HR100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0213. 04
GLALN0 3/4' INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE 1/8' CLEAR HEAT STREAM! GLASS
1/2' AIR SPACE 1/6" CLEAR HEAT SIRENS. GLASS
0.90" INTERLAYER DUPONT 'BUTACTE' PVB
INTERIOR UTE 1/8" GRAY HEAT STRENb. GLASS
NOTE 1: 1/4" ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL DE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
1/4" = 1' - 0"
• •
• • •
•• •
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°AR' 05-23-201e
DRAWN BY:
LUIS A MONTALVO
(305) 406-3575
CAD FILE:
MARIBEL VAZOUEZ
NORT ELEVATION
SCALE:
SHEET.
2 OF 4
a
'
26'—
ire
ZONE 5
+ 47.4 PSF
- 62.7 PSF
OPENING SIDE
ONE 4
+ 47.4 PSF
- 51.5 PSF
OPENING SIDE
"G" M.O. 37' X sr S/H
(1)srxar
FRAME COLOR:BRONZE ALUMRNNI SINGLE HUNG WINDOWS SH100 SERIES
RC AWMINUM IIDUSIRES N.O.A. No. 18-0211 06
GLAZING 3/4' INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE 1/8' CLEAR HEAT S1RDlb GLASS
1/2' MR SPACE 1/8' CLEAR HEAT SIRENS. GLASS
0.90' INTERLAYER DUPONT 'amain' PVB
INTERIOR U1E 1/8' GRAY OBSCURES HEAT S1RENb. GLASS
NOTE 1: 1/4' ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUAN1I1ES
SHALL BE WNSISIENT WITH 'ME REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
"I" M.O. 53 1/8' X 38 3/8" H/R
(1) 53.125' X 38 3/8'
FRAME COLOR:BRONZE ALUMINUM HORIZONTAL ROLLING WINDOWS HR100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0211 04
GLAZING 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE: 1/8' CLEAR HEAT STRENb GLASS
1/2' AIR SPACE 1/0' CLEAR HEAT S1RENb. GLASS
0.90' INTERLAYER DUPONT 'BUTACITE' PVB
INTERIOR UTE: 1/8' GRAY HEAT STRENb. GLASS
NOTE 1: 1/4" ELCO TAPCONS W11H ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT NTH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
SOUTH ELEVATION
ONE 4
+ 48.6 PSF
- 52.7 PSF
OPENING SIDE
ly
ZONE
5
+ 47.4 PSF
- 62.7 PSF
OPENING SIDE
—2
—2 6"—
"F" M.o. 53 1/1' X 38 3/8" H/R
(2) 51125' x 38 3/e'
FRAME COLOR BRONZE ALUMINUM HORIZONTAL ROLLING WIDOWS HR100 SERIES
RC ALUMINUM I4DUSIRES N.O.A. No. 18-0211 04
GLAZING 3/4' INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR LRE: 1/8' CLEAR HEAT STROP) GLASS
1/2' AIR SPACE 1/8" CLEAR HEAT STRENb. GLASS
0.90' INTERLAYER DUPONT 'BUTACITE' PVB
INTERIOR UTE 1/6' GRAY HEAT STRENb. GLASS
NOTE 1: 1/4' ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR TNIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
"H" M.O. 37' X 26" S/H
(1)3rX26'
FRAME COLOR BRONZE ALUMINUM SINGLE HUNG WINDOWS SH100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0213. 06
CLAM 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE: 1/8' CLEAR HEAT SIRENS GLASS
1/2' AIR SPACE 1/8' CLEAR HEAT STREN'D. GLASS
0.90' INTERLAYER DUPONT 'BUTACTE' PVB
INTERIOR UTE 1/8' GRAY OBSCURE HEAT STREN'D. CLASS
NOTE 1: 1/4' ELCO TAPCONS WRH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 O4 10 OF PROOUCT N.O.A.
1/4""=1'-0"
0
iV
O
0
2' 6'—
r
1' X 4"X1/0' X 63"
ALUMINUM TUBE MULLIONS RC
N.O.A. No. 18-0222.09
2 6"—
ZONE 4
+ 42.7 PSF
- 46.8 PSF
OPENING SIOF
®ZONE 4
+ 46.1 PSF
- 50.2 PSF
OPENING SIDE
"K" M.O. 39' x 81' RD45
1)39'XM'
COLORRBRONZE ALUMINUM SINGLE SWING DOORS RD45 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No.18-0213. 05
GLAZNG 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR U7E 1/8' CLEAR MEAT SIREN'D GLASS
1/2" AIR SPACE 1/8' CLEAR HEAT STREN'D. GLASS
0.90' INTERLAYER DUPONT 'BUTACTE' PVB
INTERIOR UTE 1/8' GRAY OBSCURE HEAT SIRENS. GLASS
NOTE 1: 1/4' ELCO TAPCONS MAIN ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT MITH THE REQUIREMENTS OF
TABLE I, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
WEST ELEVATION
"J" M.O. 148 1/2' X 63" F/X
3) 49 1/2' X 63-
COLOR: BRONZE ALUMINUM FIXED WINDOWS FX100 SERIES
RC ALUMINUM INDUSTRIES N.O.A. No. 18-0211 05
GLA21HG 3/4" INSULATED LAMINATED LARGE AND SMALL MISSILE IMPACT RESISTANT
EXTERIOR UTE 1/8' CLEAR HEAT STREN'D GLASS
1/2" AIR SPACE 1/8" CLEAR HEAT STREN'D. GLASS
0.90' INTERLAYER DUPONT 'BUTACTE' PV8
INTERIOR LITE: 1/8' GRAY HEAT STRENb. GLASS
NOTE 1: 1/4' ELCO TAPCONS WITH ANCHOR PLATES ARE
REQUIRED FOR THIS INSTALLATION. ANCHOR QUANTITIES
SHALL BE CONSISTENT WITH THE REQUIREMENTS OF
TABLE 1, 3, 4, 7 ON 10 OF PRODUCT N.O.A.
1/4""-1'-0"
• •
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DATE: 05-23-10
DRAWN BY:
LUIS A MONTALVO
(305) 406-3575
CAD FILE:
MARIBEL VAZQUEZ
SCALE:
SHEET:
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(1)53 125 X 38 3
KR 100 HORIZONT ROLLING %SNOOYIS LM.L
NOA No. 18-0213. 04
M.O. 37' X 26'
(1) 37' X 26'
HR-100 SINGLE HUNG WINDOWS-LMJ.
NOA No.18-0213. 06
1-
M.O. 37' X 57'
(1) 37' X 57'
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NOA No.16-0213 06
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DRAWN BY:
LUIS A MONTALVO
(305) 406-3575
CAD FILE:
MARIBEL VAZQUEZ
SCALE:
SHEET:
40F4
A CUSTOM RESIDENCE FOR:
MRS. MARIBEL VAZQUEZ & PABLO J VAQUEZ
10610NE 11 AVE MIAMI SHORES, FLORIDA 33138
INDEX
SHEET
DESCRIPTION
1
COVER
2
EAST ELEVATION & NORTH ELEVATION
3
SOUTH ELEVATION & WEST ELEVATION
4
FLOOR PLAN
5
6
RECEIVED
JUN 11 201P
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4145c1
Miami ShCreS Village
BY
DATE
ALUMINUM IMPACT WINDOWS & DOORS 7ONINGDEPT
WEST PALM IMPACT SYSTEMS, LLC
CONTRACTOR: BUILDING CONTRACTOR # : CGC1261517
FRAME COLOR: BRONZE NATURAL
GLASS COLOR: GRAY IMPACT INSULATED LAMINATED GLASS
GLASS COMPOSITION: 3/4" THK. 1/8" HS + AIR SPACE + 1/8" HS + 0.090" PVB + 1/8" HS
Bl DG DEPT
SUBJECT 10 CCMPI IPNCE WI [d Ali E UER"L
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DATE 05-23-18
DRAWN BY
LUIS A MONTALVO
(305) 406-3575
CAD FILE
MARIBEL VAZQUEZ
SCALE
SHEET
1 OF 4