WS-16-2424Miami Shores Village
10050 N.E. 2nd Avenue NE
Miami Shores, FL 33138-0000
Phone: (305)795-2204
Project Address
it
I
Issue Date: 10/1
Permit NO. WS-8-16-2424
Permit Type: Windows/Shutters
classification:: Window/Door Replacem
PermitStatus: APPROVED
2016
Expiration: 04/15/2017
Parcel Number
Applicant
1201 NE 94 Street
Miami Shores, FL 33138-
1132050100010
Block: Lot:
BERNARD LEE
Owner Information
Address
Phone
Cell
BERNARD LEE
1201 NE 94 Street
MIAMI SHORES FL 33138-
(954)673-6513
1201 NE 94 Street
MIAMI SHORES FL 33138-
Contractor(s) Phone
OM CONSTRUCTION SERVICES LLC (786)426-6350
Cell Phone
Valuation:
Total Sq Feet:
$ 7,000.00
0
Type of Work: 3 WINDOWS OPENINGS.
No of Openings: 3
Additional Info:
Classification: Residential
Scanning: 4
Fees Due
CCF
DBPR Fee
DCA Fee
Ed ucation'Surcharge
Notary Fee
Permit Fee
Scanning Fee
Technology Fee
Total:.
Amount
$4.20
$2.00
$2.00
$1.40
$5.00
$130.00
$12.00
$5.60
$162.20
Pay Date Pay Type
Invoice # WS-8-16-61161
10/17/2016 Credit Card
08/31/2016 Credit Card
Amt Paid Amt Due
$ 112.20 $ 50.00
$ 50.00 $ 0.00
Available Inspections:
Inspection Type:
Window Door Attachment
Final
Review Building
Review Building
Review Building
In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations
pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In
accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are
required for ELECTRICAL, PLUMBING, MEC . ANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work.
OWNERS 'AFFIDAVIT: I certify tha - • . ormation is accurate and that all work will be done in compliance with all applicable laws regulating
construction and zon iS ,__ more, I ..• . • . ' - • • - • contractor to do the work stated.
n /�4
Authorized Sign e: O/ er / Applicant / Contractor / Agent
Building Depart ent Copy
October 17, 2016
Date
October 17, 2016
1
BUILDING
PERMIT APPLICATION
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
RECEIVED
AU G 3 1„2016_
FBC 20114-
{
Master Permit No. 1R0.I 5_I D 2(_1
Sub Permit No. Ws( Cj - 2 I
BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL
PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP
qq, ! CONTRACTOR DRAWINGS
JOB ADDRESS: / <0I 4)C 7 �Tt� S7 5 I
City:
Folio/Parcel#:
Miami Shores County: Miami Dade Zip:
Is the Building Historically Designated: Yes NO
Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:
OWNER: Name (Fee Simple Titleholder): f$E i-ci 4 E6
Address: %20/ JE / y %'l1
Phone#(7 ) ?3 �5�3
City: Ai /Afro , ( S State:
Tenant/Lessee Name: Phone#:
Email:
Zip:
CONTRACTOR: Company Name: CDA/57 J C j /p t% &lath Phone#:
Address: /46G- 7 S rpc/ 3 '.20
City: fG State: FI-
Qualifier Name: cJR6C
zip: 33 3 2S
Phone#: (196) L4246.52
State Certification or Registration #: C4 C /S(e -7SS Certificate of Competency #:
DESIGNER: Architect/Engineer: Phone#:
Address: City: State: Zip:
Value of Work for this Permit: $ 000i Square/Linear Footage of Work:
Type of Work: ❑ Addition n Alteration FrNew ❑ Repair/Replace n Demolition
Description of Work: 3 LA)//U xD) S QF5id/J//d 6 5
Specify color of color thru tile:
Submittal Fee $ t C Permit Fee $' 30 • CCF $ T • 2-0 CO/CC $ 0'
Scanning Fee $ \2 - 00 Radon Fee $ 2'01/4) DBPR $ 2 W'>.; Notary $ ‘W
Technology Fee $ r - 60
Structural Reviews $
Training/Education Fee $ (- LI 0 Double Fee $
Bond $
9
(Revised02/24/2014)
TOTAL FEE NOW DUE $ I 2' 2.0
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, HEATERSJANKS, 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 .osted notice, the
inspection will not be approved and a reinspection fee will be charged.
Signature
WNER or AGENT
The foregoing instrumentwas acknowledged before me this
(2d /
day of �U9 U S\ , 20 I /- , , by
PTQfnard ��'21P \11 , who is personally known to
me or who has produced T) r>V`Q r' Lr C Y)S as
c0(P II- 36- Z_0 23
identification and who did take an oath._
NOTARY PUBLIC:
Sign:
Print: rAn pl
Seal.
fir.-e-1
,sk,r.ry YANADY PRIETO
•;t MY COMMISSION # FF 214031
a= EXPIRES: March 25, 2019 ,
Bonded Thru Notary Public Underwriters
AF�►....�n,.... a�sss�s**##**i****Ik**************
APPROVED BY
Signat▪ ure
The ▪ foregoing instrument was acknowledged before me this
")--.ncj day of US a-- , 20 Ib , by
�ro e L • G 0- e r r'PZ, who is personally known to
DV iv •f- �C r\ 3`E as
T• T OR
me or who has produced
`E -0
identification and who did take : n oath.
NOTARY PU
Sign:
Print:
Seal:
l' 4 Plans Examiner
C�y4DIO
—
MAIN PRIM
MY COMMI§§141# FFM39.1
EXPIREC Mai+ $§ ?019
Baffled Nu P' itA, s
21�
rt C 0
*74****************
Zoning
(Revised02/24/2014)
Structural•Review Clerk
Miami Shores Viiiage
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).
Acknement:
C�?-- - l 6 t C-�v�6-R0
�%w ►, r Signature Date Print Name
DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE.(NOA)
RC Home Showease,`Ine:
2970 NW 75te Avenue
Miami, FL 33122
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER -
Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami Dade County) and/or the AI-IJ (in areas other than Miami Dade County) reserve. the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PRO075" Aluminum Project Out Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W14-03, titled "Series PR075 Alum Project Out Wdw.
(L.M.I.)", sheets 1 through 12 of 12, dated 02/03/14, prepared by AI-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E., bearing the Miami —Dade County Product Control Section Revision stamp with the
Notice of Acceptance number and expiration date by the Miami —Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state,
model/series, and fallowing statement: "Miami -Dade County Product Control Approved", unless otherwise
noted herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affectingjthe performance of this product.
TERMINATION of this NOA will occur after the. expirationdate or if there has beena revision.ar.change
in the materials, use, and/or manufacture of the product or process. Misuse of this 4OA.as an endofse rent
of any product, for sales, advertising or any other purposes shall automatically ten$inate this N96.•.ftilrire
to comply with any section of this NOA shall be for termination and removal af.NV:.
MIAMI-DADE COUNTY
RODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamldade.aov/econom y
.. .
ADVERTISEMENT: The NOA number preceded by the words Miami-DadrC"ottrrtty, Florida,• and
followed by the expiration date may be displayed in advertising literature. If and 1o� ien of tfig.N Zk 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 4anufacturer or its
distributors and shall be available for inspection at the job site at the request of the Bili4di Official. •
This NOA revises NOA 12-1024.06 and consists of this page 1 and evidence pages E-1 anti E-2,1c.w 14 as
approval document mentioned above. • • • • •
The submitted documentation was reviewed by Manuel Perez, P.E. •.. •
MIAMI•DADE COUNTY
APPROVED
NOA No. 14-0421.03
Expiration Date: June 06, 2018
Approval Date: June 26, 2014
Page 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No. W14-03, titled "Series PR075 Alum Project Out Wdw. (L.M.I.)", sheets
1 through 12 of 12, dated 02/03/14, prepared by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
B. TESTS
I. 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) Drop Load Test, per CPCS 16 CFR 1201 (Cat 11)
5) Large Missile Impact Test per FBC, TAS 201-94
6) Cyclic Wind Pressure Loading per FBC, TAS 203-94
7) Forced Entry Test, per FBC 2411.3.2.1, and TAS 202-94
along with marked —up drawings and installation diagram of a Project out aluminum
window, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-6605, dated 04/18/12, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under previous NOA# 12-1024 06)
C. CALCULATIONS
3. Anchor verification calculations and structural analysis, complying with FBC-2010,
dated 02/04/14, prepared by AI-Farooq Corporation, signed and sealed by Javad
Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER)
E. MATERIAL CERTIFICATIONS
...
•
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont Deteuupolurs &.; Inc.
•
for their "DuPont Buutacite+= PVB Interiayer" dated 04/11/13, etpiriuig on lr271•1746.
...... ..
••.
.. ..... .:I
.... ....
• • •
.
... .▪ .....
•
. •
...•
•
•
▪ • ......
• •
•. •
Manuel 'eriez, P.E.
Product Control E miner
,r NOA Nb 421.03
Expiration Date: June 06, 2018
Approval Date: June 26, 2014
E-1
......
.
.
•
......
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5`a Edition (2014), dated June
19, 2014, issued by AI—Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
2. Name changed to RC HOME SHOWCASE, .INC. as registered in the Florida
Department of State, Division of Corporation, Sunbiz document dated 10/11/13.
(Submitted under NOA# 13-1112.04)
3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle—
Kozhaya, Mr. Henry F. Kronfle—Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and
Ms. Nancy Vias. ,
(Submitted under NOA# 13-1112.04)
4. Statement letter of complying with the Sales of Assets issued by RC Aluminum
Industries, Inc., dated 10/30/13, signed by Raul Casares, President.
(Submitted under NOA# 13-1112.04)
S. 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 NOA# 13-1112.04)
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 NOA# 13-1112.04)
7. Laboratory compliance letter for Test Report No. FTL-6605, issued by Fenestration
Testing Laboratory, Inc., dated 04/18/12, signed and sealed by Marlin D. Brinson,
P.E.
(Submitted under previous NOA# 12-1024.06)
8. Proposal issued by Product Control Section, dated 09/30/11, with revision, dated
12/19/11, signed by Jaime D. Gascon, P.E.
(Submitted under previous NOA# 12-1024.06)
G. OTHERS
••. •
• ••••
•
1. Notice of Acceptance No. 12-1024.06, issued to R. C. Aluminum Mdug'tries, for
their Series "PR.D075" Aluminum Project Out Window -- L.M.I. ,:a JEv ed on .
06/06/13 and expiring on 06/06/18.
E-2
••••
• •
• • • •
••••••
•• • •
•••.••
• • •
• •
•
•
• s ••••
•
Manuel ere P.E.
Product Control Exa iner
(."` NOA No. - 421.03
Expiration Date: June 06, 2018
Approval Date: June 26, 2014
• -
• • •
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SURFACE APPLIED
FALSE MRiN11N
O410NN.
VENT WIDTH
53 ]/T6'
n.C. 0/0.
l
•
...........................1..I....................t
2t' MM.1
HEAD/SILL NFAD/S{L0
CORNERS
LANDSCAPE FRAMES
LANDSCAPE FRAMES
SUM ACE /0416V
FALSE 9761,8 '
OPi9ONI
TAP ICAI ',,I_' YATJO.N.5
AMMORS DIRECTLY 1HRU FRAME
TYPICAL, V1, yAT.'I..Q.N.$
ANOHOR5 NIRO FRAME ADAPTERS
I ...._*1800N W10TH
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27 7/16'
..............__.._.,s
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PORTRAIT FRAMES
SERIES PR075 ALUMINUM PROJECT OUT WINDOW
DESIGN LOAD RATING FOR THESE WINDOWS TO BE AS PER
CHARTS SHOWN ON slim 2.
APPROVAL APPLIES TO SINGLE UNITS 0R SIDE BY S%GE
COMBINATIONS OF P.O./P,O. OR PROJECT OUT WITH OTHER
MIAMI—DADE COUNTY APPR'0 WINDOWS USING MAW—DADE COUNTY
APPROVED MULLIONS IN BETWEEN.
LOWER DESIGN PRESSURE FROM WINDOWS OR MUU10N APPROVAL
WILL APPLY TO ENTIRE SYRFFM,
THIS PROD0T HAS BEEN DESIGNED AND TESTED TO COMPLY PATTI THE
REQUIREMENTS OF WE FLORIDA BUA.0154 CODE INCLUDING 11I46 moan,
HURRICANE ZO.1. DAME).
WOOD RUCKS 07 OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS STILL BE AS LISTED, SPACED AS SHOW4 ON DETAILS, ANCHOR
EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWY IN 'THESE.' DETAILS ARE
NOT PART OF THIS APPROVAL.
A LOAD DURATION INCREASE TS USED IN DE`.XW OF ANCHORS INTO WOOD ONLY.
ALL SHIMS TO P.E HIGH IMPACT, NON..MEIALUC AN0 NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT UNITED TO a EFT./METH, SCREMS, THAT
COME INTO CONTACT WWI OTHER CM'SIMILAR MATERULS SHALL MEET THE
REOUIREMEHIS OF THE FLORIDA BLDG. CODE SECTION 2003.8.4.
THESE WINDONS ARE'. RATED FOR IARGE & SMALL MESSILE IMPACT.
[SHUTTER ARE N(T REQUIRED.
E58. *6700 ANNW PROTHRTIURVLSPO
wauallyiay MOUTH RPM &
RA FE R WSW OMMi.RCode
CAUL 363R A<'UIWwa No l+t•i�:•
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119114311 IDAD CAPACITY - PSP
DMIGN LOAD cesmTv - PSF
CUSS TYPES
WINDOW DIALS.
141018 LENGTH
041.(4)
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inpnoir DNS.
"ADM 1IT4003
GLASS TYPES
EX8.(7) 1732.(-)
19-1/T
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85.0 85.0
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85.0
80.0
85.0
85.0
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26-1/2-
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42'
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54'
60"
83'
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65.0. 65.9
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65.0 85.0
85.0 85.0
65.0 850
85.0 85.0
85.0 85,0
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83'
74-1/4'
85.0 65.0
65.0 85.0
85.0 81..0
85.0 85.0
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30"
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38--3/6"
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85.0
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76.8
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145.0
76.6
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30"
37,
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30"
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83.0
85.0
815.0
85.0
81.3.
85.0
85.0
85.0
85.0
80.0
85.0
135.0
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85.0
81.3
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85.0
85.0
85.0
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65.0
65.0
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84.4
85.0
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84.4
85.0
85.0
55.0
8.5.33
85.0
85.0
59.2
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315.0
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30'
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38-3/8"
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03.7
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77.8
77.6
NoTF.:
GLASS CAPACITIES ON THIS SHEET ARE
EASED ON 405144 E1300-09 (3 SEC. (5USTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STA1E6.5EN4 OCAOS-DCC-2)9
tinIG
7410111 424D 4E8041 0043.33339735 Can RE 081304740
VERIKALLY 08 1301938740843LY AS SHOWN ABOVE.
43
ifa• 11FAT STREN'D CLASS
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5/16' NW. OVERALL TM.
GLAZINct OPTIONS
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9.19Anytrode Prod. Coare3:-‘, drawing 330.
• • W14-03
. •
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• • • •
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MAID BUCKS KNO METAL STRUCTURE NOT BY RC HOME SHOWCASE
!MUST SUSTAIN 10A06 IMPOSED BY CRAZING SYSTEM
ANO TRANSFER THEM TO THE BUILDING STRUCTURE.
L.
:A'XC'icAL cH4RS SEE EAEm. ran SPA:UIG
1/4" WA. ULTRACON BY T.LGA' (r.:-Tll K54, i'y»155 K50
1/4" DIA. NM TI KPAK-CON U 06"I01 KSI, ry+157
INTO 2BY W000 DUCKS OR WOOD STRUCTURE;
1-1/2" MIN. PENETRATION INTO WOOD
TNRU 1BY BUCKS INTO CONC, OR MASONRY
1-1/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
1-1/4" MIN. EMBED INTO CONC. 01R MASONRY
1 /4" DIA. SFI1 INNING 5I'REw6 (GAAoc 5 cos)
INTO MIAMI-OADF: COUNTY APPROVED MULLIONS (MIN, THY.. = .(190")
INTO METAL STRUCTURES
STEEL : 1/8" THK. MIN. (Fy .' 36 K51 MIN.)
Ai. UMINUM 1/8" THK. MIN. (6063-15 MIN.)
(STEEL IN C0N':AC1 WITH ALUMINUM TO BE PLATED 0R PAINTED)
ANCHOR 6500 DISTANCES
INTO CONCRETE AND MASONRY 1-1/2" MIN.
INTO W000 STRUCTURE = 5/8" MIN.
INTO METAL STRUCTURE - 3/4" MIN.
CONCRETE AT HEAD. BILL OR JAMBS 1'c m 3000 PSI MIN,
C-90 HOLLOW/FILLED BLOCK AT JAMBS 41A - 2000 PSI MIN.
SEALANTS;
All. FRAME AND VENT SEALED
(.g: Y.YAO HiMAM pPOIN)CT REVISED
10.0 unnyl>my.6TPONl1T.Wa
fU PE 4 ]05^,t O*ldwg(bde A�(s.
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IA" DIA UITRACOON BY 'EICO' (,ru-1 71 W.:, 44...I55 Km)
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INTO 28Y WOOD BUCKS OR WOOD STRUCTURES
I - I/2" MM. PENETNATtON INTO WOOC
THRU 18Y BUCKS INTO CONC. OR MASONRY
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324726....564E31=3116812a (Co,. CRS:
INTO MIAMI -OADE COUNTY APPROVED MUL LIONS (LON. THK. w .0901
INTO METAL STRUCTURES
STEEL I/ THK, MIN. (Fy L, 36 KSI MIN.)
ALUMINUM I /a" THK. MIN. (6063-TS MIN.)
(STEEL IN CONTACT MTH ALUMINUM TO ELE PLATED OR PAINTED)
maisa FORE InsimeFi
INTO CONCRETE AND MASONRY - 1-1/2" MIN.
INTO WOOO STRUCTURE - 5/8" 4.416.
INTO METAL STRUCTURE 3/4' MIN.
CONCRETE AT HEAO. Sal OR MARS ER w 3000 PSI MIN.
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FLUME b VENT CORNER LOCK MAEf. 35Y' lISA
N1 CORNER LOCK 3551 FSA
M CORNER LOCK AWPIOR I338
LOCK RATE 3771. RSA ... .. __.....
GLAME. REM
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AS READ. SWME VINYL 441E MEL1P0INT, DURO/AFTER 7005
45 REM. TEAR VIOL INSIDE VENT. OUROMEIER 66k5
AS REO1._ FINGER CASKET
AS REOD. FRAME FUPPY VRIYL PART-0040421. I4I40METCR 65t5
AS REDD. WHITE SRAM.: ION MEND,
AS RE00. 8L4CK SPJCONE FOR OALRi1
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FASTENED WITH (4) 110.-24 X 3/4' OH MS
SURFACE MOUNT KEEPERS FACING LOCKING POINTS
1ASIENEU WON
(4) 18 X 3/4` nl SELF DARLING SCREW
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(6) KEEPERS_ AT FRAME SILL . AND (2) KEEPERS AT EACH JAMS
FOR LANO:CAPE FRAMES
(2) KEEPERS Al FRAME SILL AND (4) KEEPERS AT EACH JAM
FOR PORTRAIE. FRAMES
SURFACE MOUNT ME1AL110 EOM PAN HINGES
FASTENED TO FRAME WITH (2) /10-32 X 3/4" PH MS
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LOCATED AI
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INSTALLATION FRAME ADAPTER
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(oheel t 2 of 12)
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
2970 NW 75`a Avenue
Miami, FL 33122
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami —Dade County RER—
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/ or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product
Control Section that this product or material fails to meet the requirements ofthe applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "FX100" Aluminum Fixed Window — L.M.I.
APPROVAL DOCUMENT: Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.I.)",
sheets 01 through 07 of 07, dated 5/29/04 with revision "I4" dated 10/10/13, prepared by AI—Farooq
Corporation, signed and sealed by Javad Alunad, P. E., bearing the Miami —Dade County Product Control
Section Renewal stamp with the Notice of Acceptance number and Expiration date by the Miami —Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
LABELING: Each unit shalt bear a permanent label with the manufacturer's name or logo, pity4 state,
series, and following statement: "Miami —Dade County Product Control Approved;, untcss othe4•ivj44 toted
MIAMI-DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.miamidade.Qov/economy
herein. .. .
••.
REVISION of this NOA shall be considered after a renewal application has been'tlI 1'0nd thertehts been
•
•
•
no change in the applicable building code negatively affecting the performance of titir $bauct. ••
TERMINATION of this NOA will occur after the !expiration date or if there has tle.e.p.a tevisidl;Q1 ebange
in the materials, use, and/ or manufacture of the product or process. Misuse of this.NG7u1. as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terwitiate this failure
to comply with any section of this NOA shall be cause for termination and removal:10/ .
ADVERTISEMENT: The NOA number preceded by the words Miami --Davie County, ilockfai and
followed by the expiration date may be displayed in advertising literature. If any.1 rtipn of till J' OA 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 renews NOA No. 12-0713.09 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 Jaime D. Gascou, P. E.
MIAMI•DADE COUNTY
APPROVED
NOA No. 13-1112.15
Expiration Date: August 19, 2019
c'a•Approval Date: December 26, 2013
Page 1
•
•
•
•
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 12-0713.09)
2. Drawing No. W04-44 titled "FX100 Aluminum Fixed Window (L.M.L)", sheets 01
through 07 of 07, dated 5/29/04 with revision "H" dated 10/10/13, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
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 previous 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.
k rL-6043, dated 10/22/09, signed and sealed by Julio E. Gonzalez, P, E.
(Submitted under previous NOA No. 10-0426.07)• • • • ••
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 24. 94: „• •• • •
2) Cyclic Wind Pressure Loading per FBC, TA8•4Q3--94 • • • • • •
3) Kinetic Energy Drop Load Test (400 Ft. Llr), et•ANSI Z9j7.1 •
along with marked -up drawings and installation diagraM • •af an. *aluminum*
fixed window, prepared by Fenestration Testing Laboratory, irgv.Test 1epFt No. • •
FTL-5866, dated 10/09/09, signed and sealed by Michael R. Wefiz;l', P. E.
(Submitted under previous NOA No. 10-0426.07) • •
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201- 94' •
2) Cyclic Wind Pressure Loading per FBC, T&S 2i73-94 •• ••
along with marked -up drawings and installation diagram of an. , .rvinutn •
fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-4290, dated 08/16/04, FTL-4294, dated 10/08/04 and FTL-4296, dated
10/08/04, all signed and sealed by Edmundo J. Largaespada,Y E.
(Submitted under previous NOA No. 05 0815.01)‘ ,�
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.15
Expiration Date: August 19, 2019
Approval Date: December 26, 2413
E — I
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of an aluminum
fixed window, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s
FTL-4293, dated 10/08/04 and FTL-4295, dated 10/08/04, all signed and sealed by
Edmund() J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0815.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 2010,
prepared by A1—Farooq Corporation, dated 06/21/12, signed and sealed by Javad
Ahmad, P. E.
(Submitted under previous NOA No. 12-0713.09)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
2. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours Cev Inc.
for their "DuPont SentryGlasll) InterIaycr" dated 08/25/11, etpirifig on 01714/17.
•
F. STATEMENTS
.
1. Statement letter of conformance, complying with FBC--2010,. i, shied by Al Farooq.
Corporation, dated 10/15/13, signed and sealed by Javad Alunads a..1 . • • • • • :
2. Name changed to RC HOME SHOWCASE, INC. as regertl in jtg•jjorida
Department of State, Division of Corporation, Sunbiz documeri'tdaled 10/11/13.
3. Asset purchase agreement dated 10/01/13, signed by Mr; •i arjuel A. i onfle-
Kozhaya, Mr. Henry F. K.ronfle—Kozhaya, Mr. Raul Casares, lti[r. E,rsebio ntedes and.
•Ms. Nancy Vias. • • • • • • • •
4. Statement Ietter of complying with the Sales of Assets issued by RC Aluminum
Industries, Inc., dated 10/30/2013, signed by Raul Casares, President.
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.15
Expiration Date: August 19, 2019
Approval Date: December 26, 2013
E — 2
RC Home Showcase, Inc:
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
' F. STATEMENTS (CONTINUED)
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.
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.
7. 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 previous NOA No. 12-0713.09)
8. 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. Gonzalez, P. E.
(Submitted under previous NOA No. 10-0426.07)
9. Laboratory compliance letters for Test Report No. FTL-5866, dated 10/09/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Michael R.Wenzel, PE.
(Submitted under previous NOA No. 10-0426.07)
10. Proposals No. 08-1635 issued by Product Control, dated 11/24/08, signed by Renzo
Narciso, Engineer 1, Product Control Division.
(Submitted under previous NOA No. 10-0426.07)
11. Laboratory compliance letters for Test Reports No.'s FTL-4295, dated 10/08/04,
FTL-4294, dated 10/08/04, FTL-4290, dated 08/16/04, FTL-4293, dated 10/08/04
and FTL-4296, dated 10/08/04, all issued by Fenestration. Testing Laboratory, Inc., all
signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 05-0815.01)
G. OTHERS
•...
. .
• ...•
• ..
1. Notice of Acceptance No. 12-0713.09, issued to R.C. Alumint?fi Itidustri,dr, Jti . for
their Series "FX100 Aluminum Fixed Window - L.M.I.", aperowd on 091(16/12 and•
expiring on 08/19/14. • • • •• ••
•
•
2. Simulation Performance, Solar Heat Gain Coefficient, Vistb.le..Transnli t e, &
•
Condensation Resistance Calculation Report on: • • • • •
1) NFRC 100-2004 "Procedure for Determining FenestratiorfPrdduct U Tactors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Product Sorar Heat •.
Gain Coefficient and Visible Transmittance at Normal Inci4ence ' • •
3) NFRC 500-2004 "Procedure for Determining Fenestration. Prbdilct ConclRksation.
Resistance Values" • • •
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.15
Expiration Date: August 19, 2019
Approval Date: December 26, 2013
E-3
•
•
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS (CONTINUED)
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 aluminumdprime 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-110-12452-1, pages 01 through 04 of 04, 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. (FBA) dated 03/22/10,
certifying that the extruded aluminum products contained 30% recycled scrap
material, signed by Henry Kronfle, Vice —President.
. • •.
• •
• • • • •
• • • •
.• • •• • •
.• .
• • •
•
•
...-. •
• • • • • •
• • • • •• ••
. .
•. •• •
• • •
• •
•
• •
.• •
•
•
• • • •
• • •
. •
•
•
•
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.15
Expiration Date: August 19, 20I9
Approval Date: December 26, 2013
E-4
•
F
RC Horne 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 constriction
materials. The documentation submitted has been reviewed by Miami -Dade County Product Control.
G 4- RECYCLED CONTENT / BID -BASED MATERIAL / RAPIDLY RENEWABLE MATERIAL '. : .
Component Name
% Recycled
% Recycled
% I310-based
% Renewable Material
Content at
at Disposal
Material
Manuf.
1. Window Aluminum
30%
100%
N/A
N/A
G.8 -If—FACTOR ( THERMAL`TRANSMFTTANCE) BTU/ xR-F -=°
G.9 .': SHGC -FACTOR ( SOLAR HEATGAIN COEFFICIENT) BTU/ lR FTC
VT VISIBLE LIGHT: TRANSMITTANCE AT NORMAL INCIDENCE
CR -'CONDENSATION RESISTANCE
1D#
Test
Report#:
Product
Number
Glazing Components:
G.8:
U-
Factor
G.9:
SHGC
VT
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
I6
1.
2.
3.
4.
NCTL
110-12452-1
001
002
5/32 CLR 240#2-SS-D ARG BRZ-1/8 "090 PVB 1/8
5/32 CLR 240#2-SS-D ARG CLR-1/8 090 PVB 1/8
0.48
0.48
0.23
0.24
0.24
0.33
16
16
003 5/32 CLR 240#2-SS-D ARG GRN-1/8 090 PVB 1/8
004 5/32 CLR 240#2-SS-D~ARG -GRY-1/8-090PVB 1/8
0.48 0.23 0.22 16
0.48 0.23 0.31 16
Abbreviations:
_Legend
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
•.
CI
Clear Glass
•
BRZ
Bronze Tint Glass
• •
GRN
Green Tint Glass
• •
GRY
Gray Tint Glass
• •
• • • •
•
• • • 6 •
• •
• •
•• • •
•
•6 • •
• ••
• •
•• •
•
• • • • •
• • • • •
• • • •
• • • •••
••
• • • • • •
• •
•• •
• • •
•
G:10 -:C-FACTOR (TIIERibIAL CONDUCTANCE) BTU/ HR t F •. •..:
Component Name C-VaIue
1. Whole Window
0.95
G--1
• • •
•• •
r
••
•
• •
• • • • • •
• • •
•. •
Jaime D. Gascon,'P. E.
Product Control Section Supervisor
NOA No. 13-1112.15
Expiration Date: August 19, 2019
Approval Date: December 26, 2013
1
W. W•TH
vANWAT WIDTH
rwiNtX3w WiDTH1
W. W‘DGI
83*00004(4)00
WINDOW MTH WINDoW roOTH
r
I ALLOWABLE LOADS FOR ALTERNATE SHAPES AS SHOWN ABOvE OR SAMAR CAN 06
WEDDED BY INSCRIBING PICTURE VANDCAY SHAPE WITHIN SOIWRE OR RECTANGLE ASI
I SHOWN IN DOTTED LINES AND OBTAIMNO ALLOWABLE ,.oAns FRON THOSE SHAPES. I
2
60“
V/040:1W WIDTH
5,5 3.14^
OPG.
r
E
(8)
1. MAX.
HVA0/91.1
CONNLHS
4601/562
FALSE MOWING
(SURFACE APPOED)
uPT ef: USED
31%
FX100 ALUMINUM MED .rlYINDQ1f..$.
DESIGN LOAD RATING FOR THESE WINDOWS TO BE 00 PER
CHARTS SHOWN ON SHEET 2.
co I/A" MAX.
wintrow wiDTH
56 I/O'
D.L. OPO.
L.00:..wo...
HEAD/SAL HEAD/SIU.
CORKRS
TESTED UNIIS
APPROVAL APPLIES 10 SiNCLE FIXED WILMOWS,
ALSO COMBINATION'S OF FIXED/FIXED OR MED WITH CILLER
MIAMI-DADE COUNTY APPRt WINDOWS USING MIAMI-DADE COUNTY
APPRovED MULLIONS IN BETWEEN. ;
LOWER DESIGN PRESSURE FROM WINDOWS OR MULLION APPROVAL
WILL APPLY TO ENTIRE SYSTEM.
THIS PRODUCT HAS BEEN DESiGNED AND lEsTED TO COMPLY 41304 THE
RLOWNEmENTS OF INC FLORIDA WADING CODE MAWR,* HIGH vELOCHY
ESE
HI.NRICANE ZONE 04./HZ).
SOUTTEn ARE. NOT REQUIRED., •
HWINDOWS ARE RATED•POR LARGE* SMALL •"
• •
WOOD BUCKS BY OTHERS, MUST EiE ANCHORED PROPERLY TO TRANSFER • • • I IA
y
1
• • • •
ekomicr RENEWED •
•
,ai.z4,1V,17,14.‘ the Ftwal
AwcpmAte No • •
Bylpoial I ir • •
• •
ii&TATti.e.o.4,04,10110 • • • •
I THIS PRODUCT 5,11T4L s.,j. TYPES 'C', '0' 'E'
COMPLIES WIII461tali 4, MIS OF ANSI Z91.1.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEMLS, ANCHOFiS
EmBEDmENT 0 BASE MATERIAL SHALL BE BEYOND WALL (BLESSING OR STUCCO.
ANEALOPREC ON WADING CONDITIONS NOT SHOWN IN THESE RETMIS ARE
NOT PART or TII;S APPROVAL.
A LOAD DURATION iNCREASE 15 USED IN DESIGN OF MCHORS INTO AMC ONLY.
MATERIALS iNCLLIDING BIB NOT OARED TO STE.EI./METAL SCREWS, THAT
COW. INTO CONTACT WITH OTHER DISSIMILAR 0410006) SHALL MEET THE
REOUREMENTS OF THE FLORIDA BLCG. CODE SECTION 2063.e.4.
• • IWO
""A"'iri • • •
N.A. • •
L.01. 331 •• ••
• •
• •
4.1 •
• •
• •
• • •
•
• •
• • •
•
• • •
•
• • .;1 !Per. • • •
•0•••
•
I 11 •
• •
orowing no. •
• • W04-149 • • • •
__.
• si-,st .M11 7 •
. `"--4111F.• • • •
• • • • • • •
• • •
• • •
107930N LOAD CAPACITY -
WINDOW DIMS.
VADBI 16N0T0
10-1/8'
24'
26-1/2'
30'
72'
42'
48'
53-1/8'
GO'
10.1/8'
24'
21-1/2'
57"
48.
53-1/8"
00"
76'
MASS TYPES
EXT.(4)/14T4.-)
00.0
80,0
CIASS TYPE
60.0
80.0
80.0
80.0
80 0
/40.0
80.0
60.0
60.0
80.0
80.0
80.0
80.0
60.0
00.0
60.0
80.0
60.0
80.0
60.0
80.0
80 0
80.0
150.0
60.0
60.0
16- 1/te
24.
26-1/2'
sr
42'
CM"
1/8'
80.
76'
80.0
60.0
80.0
82.0
804
80.0
80.0
80.0
80.0
8280
80.0
151-1/6
24'
26-1/2'
30'
52-
42'
48'
5,3-1/8"
84'
NCO
60,0
80.0
60.0
60,0
60.0
80.0
660
60.61
24016
NBOTH ANO LEWIN IBBECISWNI; CAN OE
OMENTED VERICALLT 00 ,100120108110
AS SHOWN 4804E.
‘.1/8" HEAT 514880 01A5S
\ MO" INIERIATER
\ VKITAC9E 9511 FIT 'DUPONT
\ \ I/O' NVAI STRIX9 GLASS
94
;'.1/2' \ \ PN°C7708N0 795
\'f- 1 n L-_.,, (.•
RECT. OR SQUARE FRAME
-.1/1" 09.7 SPACE
1/8' OR5/32" WAY STPCNT/ MASS-, \
1/6` PEAT SYREN.0 GLASS
\\\\ OUTACTIE NO BY 'DUPONT'
.090' INTESBATER
\ 9 j -I/O' HEAT 5179S0 CUSS
FOOW CONNNG 70S
\ SICiCONE
7 \ \ \ I !
5 \ ▪ .
CIRCULAR FRAME
GLASS TYPE 'A'
18'11EAT STRE74.0 CLASS
81TE6080ER
\ ‘SENTOYCLAS BY 'DUPONT'
I/O' HEAT STREN'D GLASS
Fo. 0046 795
/1
( e
6fT/9
(.'"-;
2) \ ) ()
RECT. OR 000184904 FRAME
81
\
CIRCULAR FRAME
GLASS TYPE 'C'
C.3,h0' HEAT STRENT! MASS
\ .:1L 9A' ITPVIIAIKNYk 'DUPONT'
\ {9/16` HEAT MEWL, CLASS
i • \ SIMON!:
. 735
\ 1_
0
F•
/
r•
RECT. OR SQUARE FRAME
/
g\
RECT. OR SQUARE FRAME
GLASS TYPE 'TV
1/8' KAY 1118100 CI.A11... ‘1/4- A91 VACE
5/3?CPR, CLASS \ vI/8" HEAT SINEN'O CUSS
j \ \ _.090- INTERIATER
\\ 1 \ , 1 SCNINYCLAS llY '00PON1.
- ‘
\ \ t \ 1/6. HEAT 516E60 01A05 . c, ' \ \ SICIE,ONE. ,
• \ \ r DOW C0676N, 705 24 •'''
',,, \ \ \ ! ., 1.0 j
f--..,... - k,)
. '' 91.
1 r.1 /
1- I
i f 1
......---,- 41,1,,,ruil)
\ (,., /
CIRCULAR FRAME.
ST. STEEL
KTAL SPACER
CIRCULAR FRAME
RECL OR SQUARE FRAME
NOTE:
IN ORDER IQ QUALIFY FOR SMALL 84ISS8.E1 imPAu WING
EXTERIOR PLY OF LASS TYPES '0 & EX MUST BE TEMPF RF.D.
PRODUCT RIT•WEII
c.nq•it• svi• Nixich
BA:«It=t.4142.. 1 G
14,C17
slam OPTIQNS
588668
NOTE:
GLASS 60000101040 ON THIS SHEET ARE
BASED ON ASTM C1300-.09 (3 S(C. GUSTS).
En, AV. 4.8180
TLA, PE i 7052, • • • •
CAN. 3538 • •
• • • • •
6:1 • •
•
• • •
• • •
• • •
draw mg no.
W04-4mit'•
• W
• • • • • •
• • • • •
• • • • • • • •
• •
• •
• • • • •
• • •
•
•
• • •
• •
• •
•
•
• • •
• • • •
• • •
• • •
• • • • • • •
• • •
• • •
•
•
ACCESS HOLE
TTPCAL ANCHOR'S
�OELLV.
;OR SPACING
IML11-QA0k. CWINIY APPROVE.D
.60001 44 NIAUCM ANCHORS
SEE SEPARATE NOA
i
L
SE,
ELF,,
.
CHORS
FOR SPACING
ORS P
SEE. ELEV.
{'OR SPACIN0. " TRY
WCUO SUCK..
row._ ANCHOR\\
SEE Ft EV.
FCF SPACRK:
C?
•--SCR EE
T7P(;ALPACti1NCIIC: S
FOR SING
..................._PR__..
40
'& MVLANCHORS
1
sE0 SEPARATE NO9
TtPC CL0R5
SEOM CV.AN'1
FOR SPACIN0
WOOD SUCKS ANU METAL STRICTURE 6101 BY RC 44044E Si
MUST SUSTAIN TOADS IM10510 IN GIA2 NG SYSTEM
ANC, TRANSFER THEM TO THE ENALOINO 510001URE.
TYPICAL ANCHORS: SEE ELEV. FOR SPACING
I/4" DIA ULIE8C )N I EICQ 0,-117 KS!. FT•155 RP4)
/4" DIA HIT T) KIMK-CON p (Fo-TAL KSL Fr -Iv K4)
N70 2.4Y WOOD BUCKS OR WOOL) STRUCTURES
1--I/2" MIN. PENF3biAl ION INTO WOOD
TiRU 16Y BUCKS INTO CONC. OR MASONRY
1-I/4" MIN. EMBED INTO CONC. OR MASONRY
DIRECTLY INTO CONC. OR MASONRY
I -)/4" MIN. EMBED INTO CONC. OR MASONRY
1/4' DIa...KY!K4I.E2L.SELF DRILLING SCREWS BY 'HIM' (ONAD, 5 CRS)
INTO MIAMI--DADE COUNTY APPROVED MULLIONS (MIN. 'HK, « .000")
INTO METAL STRUCTURES
STEEL : 12 GA. MIN. (Py = 36 KSI MIN.)
ALUMINUM '/S" TWA. MIN. (6063-T5 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO SE PLATED OR PAINTED)
IYI'$CAI FOGF M0TANC7
:NTO CONCRETE AND MASONRY = 2" MTN.
INTO WOOD STRUCTURE = I" MIN.
INTO METAL STRUCTURE = 3/4' MIN.
CONCRETE AT HEAD, SKI OR JAMBS Yc . 3000 PSI MIN.
C-90 HOUDW/EILLEO CLOCK AT JAMBS Pm = 2000 PSI MIN.
SEALANTS:
ALL FRAME AND VENT CORNERS SEALED WITH
JOINT SEALANT.
PR(ri)UC'F N1INSWIN
COMM,.IP with Pre Florida
1.1001tg Coas y y y 7 ', c
R.p0A0aL{1AN c0 .L7 /fitiF
Miami
i 1)Kh I'nI
ooHKh»maw;
y: V. ANM
wR
ILAPE/
70592
353t,
GA.N.
:1,/!• • •
•• •
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•
• • • •
•
••••
•• •
• •
• • •
• • • •
• •
• • • •
• •
•• ••
• • •
• •
••
• • •
• • •
•
I0
crowing no.
W04-44•
;sheet 3oj 7
• •
• • •
• • • •
• •
•
•
• •
• • •
•
••
• • •
•
• •
• •
•
••
• • •
• • • •
• • •
• •
R91GM. ANCN0f5
i-•S!C tttV. —�
/� iCft SPAGNG
'mum -am cow', APPROVLD
MN l44 h MULI%1N ANGDRS
I SEE %PARAIF: NOA
BI../
w000 BUCK
MCA: ANC.:ORS
SEE ELEV.
FOR SPACING
MMJN-4LtOE COUNTY APPROW..O
Mtk.LiON @ MULLION ANCHORS
SEE SEPARATE NOA
TYPICAL ANCNONS
SEE ELEV.
f TYPICAL ANCRORS
CLCV.
ION SPACIRO
iN1f.At ANCNC
SC( ELEV.
rcAR :PACING
PRODUcYNIiNCtt'i'D
Buildmn:P wm. Ate Heim
Co
ing CoJo
AuEPlnnct NY, ate ✓
Alim.;i DMa Pawiurr Crveirol
• • • •
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• • • •
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• • •
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• • •
•• ••
• •
•
•
•
•
•
e!4••••
1, •
dpuwing_. n0. E •
WO4-44. • •• •
•
sheet 4 eI 7
• •
• •
•
••
• •
•••• • •
• • •
TYPICAL ANCHORS
VET.E FIB, FOR SPACING
0 (.0)
/ \
wom
WOW SERV:
TYPICAL ANCHORS
\ STE ELEV. FOR SPAONG
a '1
0
TYPICAL ANCIBORS
I —FEE TIER. FOR FRACINO
Wit
• ACCESS HOLE
WHOOP/ RIOTS
..... TYPICAL MOMS
SEC ELEV. TOR SPACFNG
1--
I I
EXTERIOR
0.T. ORG.
WINDOW MOOT
MIAMI-NOE MINT?
APPR.0 ROLLO, •••
SEE SEPARATE WM
ACCZSS H0li-
7,1
•
•;;;:t
•
49.1
SMS OH YENS :SCREWS
/ SEE ELEV. RA SPACING
00
OFG. I
VANDOW WON
IEXTEMOR OA. OM
*MOW WOW
INIFICAL ANCITORS
SEE
FOR SPACING
ELEV.7
IIFSTAT RACNOitS
FOR SPACRiC
SEE ELFY.7
PRENDUCT RENEWED
as contplyiny MO, IIMNTa
1.114010*tkNit
Amp.. NIR 4.
PIIIIIIIIV.,*4*--(..2.)-712-147.15
13i01Ptoklur I
Ark..111.3
2 !;,•;•!!: • •
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• • •
• • •
2.000
‘1 .967
TThyP
II •
L.
.875 F-
1 7.125-.1
...c,1) MAK JAMB/SILL
- 4.204
'L tii.9D7
CLASS STOP (LAM C(45SS)
1 Wm
Cs) TWA HEAD/SAL/AWN
1.072
I .9
.969 607
CLASS STOP (IAN. IRMA. (0ASS) FLUSH ADAPTER JAMBS
4
[ .e;
f .126
L.
RUSH ADAPTER HEAO/SILL
.110
I
ATs
1--1.31s-J
SNAP COVER (LAM. GLASS)
s
DES
CLASS STOP (LAM. CLASS)
fOR aRcuuw molt
.050 TEFL
27'
SNAP COVER (LAM. O4SOL. CLASS)
A60-1 !
.943
.e12
GLASS STOP (LAM. INSM. CLASS)
FOR CIRCIDAR MAD.
1.543
(i) JAMB/SILL ANCHOR CUP
.13 .1 1-.-1
Ano
.125,1-
(a)
OORNER LOCK
ITEM NO.I PART 9 QUANTITY DESCRIPTION 1 MATERIAL MANE./SLIPPUER/RESIARED
1 CUI00-097 AS Rcap, fRAME AVID/S117. I 604S-T6 fOR FIXED WINDOW
•••• ____•••••••_•_•_•••---_--••-________•••••• ___ ....... • .
2 ' CUI00-012 AS RECO. JAND/SILL ANCNOR COP i 6063-T6 -
.....2.__ 7*41005 AS REDO, FIUME 4.FA0/011EAM.49 i 6064-76 .-
4 6.44100-914 A/ wow GLUING WAD (LAM. CUSS)
_____••••• .••••••••••._ - . - -.. ...•... _ • . _____
....,,AA07100,0E7 4/ WUW CLAZINU DEAU (OW. INS.CEASS) 006408
- - - •
Na 74*100-029 4/ WOW OWING WAD OW. SUSS)) i 6069-r6 FOR CIRCUIAN FRAME
- ---------___
Ap....._ 00490:,96 ....y wow 94,,,24N3 ocko (ukt, ws, cuss) 1 6961-76 'roR CIRCULAR fRAAlf
..• •
5 C9100-018 4/ DOW SNAP COVER (UAL CLASS)
---44 C4*144:019 4/ 7419 SNAP COVER (LW. INSUL. CLASS) .
[ 4043-16 -
D.__ 74*'99-931 AS RFD. CONNER I OCN I 6094-18 -
). ,i..a:g ZiLE.: 0,404.7641.-$710 4.00.44TN101. LAM, CCASSI FVC -
,,...00 ..... 9-038 AS RE00. VINYL FOR 7h5" LOA. GLASS i
4 AS RECO. 3/16' X .3,05' X e LS. SEERAIC BLOCK -
....-----____________ •••••••••••••••
9 AS P600. 1/13. X IP" SANCLE FACE 7044E ••• _ • •
...........-__________
,,,,A,s_199...„, rria*A 1/1. Sitfar ;ACE MAE
Ern .................................
10 PO X I' 2/ CONNER FRAMS ASSEMME SLYIEW Sr.!SlIfEl PN PAL. SUS
II C44190-035 AS RE00. FLUSN ...WIER NEA0/S41. 1 6061-DS -
12 GUIDO-WA AS RECO. TIMM. !RAPIER J i z-ro -
, (2) /49 • 1/7'14.8 SNS
1 1747e -If SCREW
. \ ' 'C/ZI3/4" 4 1/8. ,...,4
"
..
J ' /
I ;
t , ,
CIRCULAR WINDOWS
UPLION I
WELDED
, r
IRCULAR WINOCAVS
OPTION 2
FRAMF CORNFRC
PROI)LICFRENSAVED
*9401144940044440449444
4444441901750,
813400040414040,
. • .;;
. 6
71
(A) 940 L P.N. sus
TKIINT 11" =KW
C1.1109-031
-...7-0O8NE8 LOCX , •
(2) pa•t•
/ RA sus
/ SCREW
•
•
RECT. OR SOLIARE WINDOWS
Err,: JAVAD AMA.
0490
OA, PE j 79563
CAN. 3538
• •
Tr.1
• • •
• •• • • •
• • • • •
•••• • • • •
• • • •
•
•
• • • •
• • •
• • •
• • •
•
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•
• •
6 • •
• •
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• • • • •
$ • •
• •
• •
• • •
• • •
•
• •
•
• • • •
• • •
• • •
• • •
•
•
• .• •
•
• •
• •
•
•
•
•
DESIGN LOAD CAPACITY - MR
SIDE/SIDE OR TOY/INYTIOM WINDOWS
TYPICAL ANCHORS
ON
ONE OR TWO
1EAL-FAROOQ CORPORATION a
ENGINEERS 6 PRODUCT DEVELOPMENT A \'
3235 S.W.81 AVE
3 MIAMI, ELORIDA 61114
ni_(Sos)214-aaoo RAE 00812.26STA {r
Ji..__...._......_C0NF..gYI\W6N..446q^, -:
WINDOW DIMS.
OAT, ANCHOR SIDE
AT EACH SIOF.
OR MULLION
TWO ANf11.195
SIOL
AT EACH SIOL
OR MOL110N
AT EACH 0 Of HUIlMW-1
SEE CHART Al LEFT
FOR CAPACITIES
WA1H (w)
1.ENG1H (L)
E.Y.r.(4)/MS,(.-)
I) 1.(-9
NI )A W2
19-1/8"
80.0
60.0
_...._.._....__...................j...4_.._..........__.... )
1.,
24'
80.
eon
`. '
Ar
26-1/2'
., 80. .0
_ 80.0
•
1 1
30.
37'
42'
49'
53-1/8'
80.0
80.0
800
... AO U ......
80.0
......
76
80.0
600
80A __.._..
AOA
..
C
lYl
1
19,-1/8"
24'
29-1/2'
80.0
72.5
.................................._M1..._........
72.5
800!
80.0
110.0
37'
42'
48'
]C.5
...._....____"___.........____.._
S1.t
....._................._"_
1
92.n
8C.0
..............
... AP.n
AO........80...............
1
l.%10C AtJMiNUM nXED W.4COW
rRC HOME SHOWCASE
2970 NM, 5hi AVENUE
M:AV . L 33122
TEL !30S) 332-62ta FAX (786) 44-1592
19-I/A"
24'
SU'
50-5/8.
80A
6d]
58
WOO
eo.n
ea.0
........ ... ...._�
11....._ ._..,..I
86.5
80.0
'
1
42'
48'
53-1/8•
_
69
5A 9
_ .......
SO.^
_
V 800
MO.,
... . ......
90.n
10"
WINDOW ANCHORS 59E.
1 OR LOCATION ARU
... ^aNEEEEt 1 ORANOIIOH TY✓ES
v. S' GHEE!
1241/O'
24'
28-1/2'
Jo'
42'
80'
'71.2
...........................__.....__.��..
56S9.0 ..........
-_...._..590
""..............................................
58.0
49
80.0
80.0
...._.. 50.0 ...........
.
w:e
800 ..
TYP(0At,.RLEY )QN-5
SIDE DY BIOE WINDOWS
SIDE DY SIDE APPLIES TO TWO 0R MORE WINDOWS
i r.... ...
I i
g.0 le ',Si
6
.$�$i••
r 1
t '.;Vs
19 1/6"
693
800
WIDTH (YY) - W1...+ W2
^
28-1/2•
552
60.0
3U'
63'
552
80.9
32
42'
37_.._......
473
500
769
NOTES,
1' X a' X +/8' `%1 1, USE GIARI O: 112" SN(E0 EUR SIDE BY 510E En8NEC1:91
ALUU TUBE A7IALON \'.��
19-1/8'
56 I
50.0
SEE CHAO AT LEY/,-- "' CAPACT' OF 1X3 WINDOW MV.WN
FOR 004ER 14011106 •
24'
26-1/2'
30"
55'
52.7
517 ....
52.7
800
800 ....
90.0
TY➢E5
SEE SEPARATE ROA
-
iYf4CA. ANCHORS
J, rOR FIXED WINDOW CACACIY SCE SHEET 2.
!, FUN OTHER MULLION TYPES SEE BEPAP/'E FX34.
4. U$C SMALLER 0ES534 LOAD CAPACHT Or 1. 2 0R J ABOVE.
10-i %e'
606
BUA
f 3j
24'
483
600
�.._.
p3
C Y ,
it .. �:
�� •
$ iy
... _.
EMI:.NVAD AxWp
37.
470
7).}
�_�
OW
RA. PC Y 70M1
• • • •
19-1/A•
14'
26...1/2'
30'
7k_I/4'
588
- -_-
46A
658 .. ...
468. .....
----
600
AOA
14 9
--:.- ......�
?
UL 'JVG
...
._ ::::::
L 03 OP^
EXTERIOR >--'ARINpn0at
PHODEILIRr NFWE0
lyu thl rlalna
07'lin;.(A 15"� �C
y.. G+fl•-}
C.AN 3536 ,
,.' .r
..• •
••
• •
• • • • •
• •• •
• • • •Hawing
1
W04-`4 /
3Y
456
74.9
a PRIORI MOTH
• • •
MIwxl PxklFol CConlnt __
•
-
'sheet 7:y( 7,.)
• • • •
• •
• • • •
•
• • •
•• ••
• •
• •
•• •• •
• • •
• • •
• •
• • •
•• •
•
•
••
•
•
•
• • •
•
•
• •
••
• •
• • • • • •
• • •
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:
This NOA is being issued under the applicable rules and regulations governing the use of construction
materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/ or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction: RER
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone.
DESCRIPTION: Series "CM100" Outswing Aluminum Casement Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. W04-16, titled "CMI00 Aluminum Casement Window
(L.M.I.)", sheets 1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by AI-Farooq
Corporation, signed and sealed by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control
Section Revision stamp with the Notice of Acceptance number and expiration date by the Miami -Dade
County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 P (786) 315-2599 .
www.miarn idade.eov/economv
....
LABELING: Each unit shall bear a permanent label with the manufacturer's ngtmee ei; logo•, eitr state,
model/ series, and following statement: "Miami -Dade County Product Control AppreAred", unle '61ji seise
noted herein. `
RENEWAL of this NOA shall be considered after a renewal application has been flestand them has.been
no change in the applicable building code negatively affecting the performance of this r;otiuct. '..'.:
TERMINATION of this NOA will occur after the expiration date or if there has twi jevisict.gt; nange
in the materials, use, and/ or manufacture of the product or process. Misuse of thisilOW as an endorsement
of any product, for sales, advertising or any other purposes shall automatically terrnatei his NpAFailure
to comply with any section of this NOA shall be cause for termination and removal pf NQA.
•
ADVERTISEMENT: The NOA number preceded by the words Miami-Dac%•.t oienty, Florida and .
followed by the expiration date may be displayed in advertising literature. If any portion of the N4IA 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. 13-1112.10 and consists of this page 1 and evidence pages E-1, E-2, E-3 and
E-4 and Green Sustainable Attribute (G.S:A.) page G-1, as well as approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI•DADE COUNTY
APPROVED
NOA No. 15.0416.02
Expiration Date: July 29, 2019
Approval Date: January 14, 2016
Page 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under NOA No. 11.0932.06)
2. Drawing No. W04-16, titled "CM100 Aluminum Casement Window (L.M.I.)", sheets
1 through 11 of 11, dated 03/01/04, with revision J dated 11/10/15, prepared by Al-
Farooq Corporation, signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411.3.2.1, 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-6439, dated 02/21/11, signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.06)
2. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Drop Load Test (400 Ft. Lb.), per ANSI Z97.1
along with marked -up drawings and installation diagram of an outswing, attiiiynum
Casement window, prepared by Fenestration Testing Laboratory, Inc; Test 1 ej rt No.
FTL-5867, dated 05/02/09, signed and sealed by Julio E. Gonza147.,J;. E. •.. •. •
•
(Submitted under NOA No. 10-0426.09)
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94 • • • • •. . • • • •.
2) Uniform Static Air Pressure Test, Loading per rBC, TAS 202 94 . .
3) Water Resistance Test, per FBC, TAS 202-9,4 • , , • •
4) Forced Entry Test, per FBC 2411.3.2.1 and:a,202-94 . • •
along with marked -up drawings and installation diagram of alurninurn casement
window, prepared by Hurricane Engineering & Testing, Inc., Thst ge.port No. •
HETI-03-1346, dated 09/16/03, signed and sealed by Rafael E.13roz-Seda, ! l % •
•
•
•
(Submitted under NOA No. 06-1130.01)
Man elPe� '.E.
Product Control E ner
NOA No. 15-0 16.02
Expiration Date: July 29, 2019
Approval Date: January 14, 2016
E.-1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03 and HETI-03-1859,
dated 01/16/04, all signed and sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 06-1130.01)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Forced Entry Test, per FBC 2411.3.2.1 and TAS 202-94
along with marked -up drawings and installation diagram of aluminum casement
window, prepared by Hurricane Engineering & Testing, Inc., Test Reports No.
HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03, all signed and
sealed by Rafael E. Droz-Seda, P.E.
(Submitted under NOA No. 06-1130.01)
C.
D.
E.
CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with FBC 5th
Edition (2014), dated 03/31/15 and 11/090/15, prepared by AI-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
2. Glazing complies with ASTM E1300-09
QUALITY ASSURANCE • .
1. Miami -Dade Department of Regulatory and Economic Resourcesq(I)
MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 14-0916.10 issued to Kuraray Americo, lac. fort enE
"Butacite® PVB Glass Interlayer" dated 04/25/15, expiring oi.12/.1.1/16.. .
2. Notice of Acceptance No. 14-0916.11 issued to Kuraray Amerieat Inc. foiiinei'r'
"SentryGlas® (Clear and White) Glass Interlayers" dated 04/25:11 , expiring on
07/04/18.• .
• ...
. .
.. .
•
..
.•
.
E-2
. . .
.. .
.
••••
• . .
Maau er z, P.E.
Product Cont of E miner
NOA .No. 5-0416.02
Expiration Date: July 29, 2019
Approval Date: January 14, 2016
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance, complying with FBC 5'h Edition (2014), and of no
financial interest, dated March 31, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
2. Laboratory compliance letters for Test Report No. FTL-6439, dated 02/21/11, issued .
by Fenestration Testing Laboratory, Inc., signed and sealed by Marlin D. Brinson, P.E.
(Submitted under NOA No. 11-0922.06)
3. Laboratory compliance letters for Test Report No. FTL-5867, dated 05/02/09, issued
by Fenestration Testing Laboratory, Inc., signed and sealed by Julio E. Gonzalez, P. E.
(Submitted under NOA No. 10-0426 09)
4. Laboratory compliance letters for Test Reports No. HETI-03-1346, dated 09/16/03,
HETI-03-1848, dated 09/17/03, HETI-03-1856, dated 09/17/03, HETI-03-1859,
dated 01/16/04, HETI-03-1350, dated 10/14/03 and HETI-03-1344, dated 09/12/03,
issued by Hurricane Engineering & Testing, Inc., all signed and sealed by Rafael E.
Droz-Seda, P. E.
(Submitted under NOA No. 06-1130.01)
G. OTHERS
1. Notice of Acceptance No. 13-1112.10, issued to RC Home Showcase, Inc. for their
Series "CM100" Outswing Aluminum Casement Window - L.M.I., approved on
12/26/13 and expiring on 07/29/19.
2. Simulation Performance, Solar Heat Gain Coefficient, Visible Transmittance, &
Condensation Resistance Calculation Report on:
1) NFRC 100-2004 "Procedure for Determining Fenestration Product U-Factors"
2) NFRC 200-2004 "Procedure for Determining Fenestration Pjoduct •Sq ar• Heat
Gain Coefficient and Visible Transmittance at Normal Incidence: • • • •'
3) NFRC 500-2004 "Procedure for Determining Fenestratiox•I oduct Comclensation. •
Resistance Values" • •
Using computer simulation in accordance with NFRC: Frame and Edga'Modeling:'
THERM 5.x, / WINDOW 5.x NFRC Simulation Manual (Apir q,ed, at to ;t dat:), of a • •
RC Aluminum Series "CM100" outswing casement aluminum Tuirfie widdAW,'along,
with attached drawings and bill of materials included in Appendix :A, markod—up by .'
National Certified Testing Laboratories, Test Report No. NCTL-11e-1244 Q1; •pagesr •
01 through 07 of 07, dated 11/12/09, signed by Richard A. Mc`7icl.er•I1I, Simulator, and
Steven H. Coble, NFRC Accredited Simulator, Simulator —In -Responsible-Chime.; •
Manuel P- P.E.
Product Control tner
NOA No. 15.0416.02
Expiration Date: July 29, 2019
Approval Date: January 14, 2016
E-3
•
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
G. OTHERS (CONTINUED)
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.
• .••
• •
• • • • • •
••
•• • •• •
• • •
• • •
••
•
• • •
• • • • • •
• • • • •
• • • • •• ••
• •
• •
• • •• •
• •
• •
•
• •
• • • •
• • • •
• • • • •
• • •
•• • • • • • • •
• • •
• • •
Manue ' er z, P.E,
Product Cont of E miner
NOA No. -0416.02
Expiration Date: July 29, 2019
Approval Date: January 14, 2016
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.
G 4 .RECYCLED CONTENT / BID -.BASED MATERIAL /RAPIDLY RENEWABLE MATE1UAL.,.
Component Name
% Recycled
% Recycled
% Bio—based
% Renewable Material
Content at
at Disposal
Material
Manuf.
1. Window Aluminum
30%
100%
N/A
N/A
FACTOR,(:THERMAL TR.tNSMMANC4BTU/HR FT.0F,.
G 9 `S..HGC '::PAC'1 oR (',SOLAR HEAT GAIN CQEFFICIENij In U/,ii i :-
VT :VISIBLE L C.11I TRANsMI'r1ANCRATNOR1Y M.INC1 ENC
1D#
Test
Report#:
Base line
Product
Product
Number
000
Glazing Components:
5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8
G.8:
U—Factor
0.62
CR
17
2.
NCTL
110-12450-1
001
002
003
5/32 CLR 240#2—SS—D ARG BRZ-1/8 090 PVB 1/8
5/32 CLR 240#2—SS—D ARG CLR-1/8 090 PVB 1/8
5/32 CLR 240#2—SS-D ARG GRN-1/8 090 PVB 1/8
0.62
0.62
0.62
0.19
0.20
0.19
0.19
0.25
0.17
17
17
17
004
5/32 CLR 240#2—SS D ARG GRY 1/8 090 PVB 1/8
0.62
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
•
0.19
0.23
••••
.
• • • • •
• •
. •
..•.
•
17
•
• . . •
•• •
. • .
• • • • • • •
. .
• • • •• ••
.... • .
• •
•• •
• • • •
• •
•
• •
• • .
•• •
•
• •
• •
� •
• • •
• • • • • •
C FACTOR ( THERMAL CONDUCTANCE) BTU/.11R
Component Name
C—Value
1. Whole Window
1.94
G--1
r
Manuel . z, P.E.
Product Contro aminer
NOA No. 15.0416.02
Expiration Date: July 29, 2019
Approval Date: January 14 2016
(
)
.0.1.49._OP.ERAII Glf13E9
ALUMINUId CASENE4T INNQQHS
f0R FLANGE FRAME WINDOW CAPAOIY SEE SHEETS 2 & 4.
FOR (LUSH (FAME WINDOW CAPACITY SEE SHEER 3 d 4.
THIS PRODUCT HAS BEEN DESIGNED ANU "TESTED TO COMPLY WRN THE
REQUIREMENTS OF 114E FLORIDA WILDING CADS INCLUDING HIGH VELOCITY
HURRICANE ZONE (1.4147).
W000 BUCKS N' OTHERS, MUST BE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DEEMS, ANCHORS
EMBEDMENT ,TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
ANCkORIMG TOR LOADING CONDITIONS NOT SHOWN IN THESE OETNES ARE
NOT PART 0f THIS APPRCNA..
A LOAD DURATION INCREA5£ I5 USED IN DE3ON OF ANCHORS INTO WOOD ONLY.
ALL SHINS TO BE HIGH IMPACT, NON-MEIALLK: AND NON-COMVRESSIELE.
MAi228iM.S INCLUDING BUT NOT L.44020 0 STEEL/METAL WRENS, 'MAT
COME. INTO CONTACT WITH OTHER INS.SIAILAR MATERIALS SMALL MEET THE
REQUIREMENTS OF THE FLOR0A BUILDING COOS
APPROVAL APPLIES 10 SINGLE VENT WIN00WS
0R DUAL VENT WIDOWS USING INTEGRAL
RAP05T.
ALSO 70P ANC BOTTOM COMBINATIONS 0f FIXED
AID CASEMENT 4h400W5 MHO STACKING
HEAD/SILL WITHOUT MULUON.
ALSO TO SUE BY SUE COMBINATIONS.
Of CASEMENT/FIXED CASEMENT/CASEMENT
OR ROTH OTHER MACON TYPES IN
MODUIF.S Of 1W0 0R MORE •MOCHAS
USING APPROVED MULLIONS.
RATING OF T%E0 WINDOWS UNDER SEPARATE
MULLION DAPACRY
FOUR TH¢ OPRh1
/SEE SEPARATE
JMULLION NOA
• •
• • •
•• •
•
•• • •
• •
••••
•• •
• •
•• •
•
!THESE WINDOWS ARE M Q FOR LAW: SMALL MIy^HE Nm`C£
!SHUTTERS ARE NOT REQLSR[p.
EA, JAVVAD AIN • • T N.T
HA. PE I 'rosrz •n. rNn+.
CAN. • ••A.<E 'A1.415
A0. a'• Due
••••,T 24i R
••
•'N., 1e&AA&C
• •
•r20r
• • •
• • •
• • • •
• • •
•• •
•
• • •
•
•
•
•••
•
• • •
•
••
•
••
• • •
•
••
• • •
•
•
1
35 3/8' MAX.
vENi woDi
HEAD/SILL
CORNERS SINGE VENT WDW
NFAD/SLLE
CORNERS
31' MAX.
.................................
WIIIOCW MOTH
13 1/2'
rl
V I7
ir
I
n
/
/
\\
\
FAiSE 4IOIOHS.
Mkt BE ME0
8 s/8' MAX.
NUD/58A
CORNERS
37" MAX.
WWOOW MOTH
TP MAR. ___.. _.......�.y
WaoaW WtCTN
35 3/8" MAX. 35 3/e' MAX..
. •••... YEH5 W+OTN
vii+r enrol ..
30 1/8' MAX 30 I/O' MAX. (63V
r D.4 GPO. ~1 r D.l OP0�1 ir.A¢
711
\TWO ANCHORS
AT EACH WOE OF IMPOST
DUAL VENT WNW. se: CHART SHEET 4
WINDOW TROTH
35 3/8' Ally 38 3/8 NAX.
Ytihr MAW ... VENr WID1N .,...,�'
30 /8" MAX ._ 30 I/O.MAX:.....,'
F 01 OP0.
/El
5/8'..MAA:..�_...J
HEAD/SRE
CORNERS
SInE EN S'IW WOWS
Tn0 ANCHORS
AT EACH WOE OF MUWDN-=
SEE CHART SHEET •
IACRMO POINTS •\,
EEC CHARTS-'
ON SHEET 4
DESIGN EGAD RATINGS FOR THESE WINDOWS TO 0E AS PER
CHARTS SHOWN ON SHEET 4.
rFLANGE FRAME WNDOWJ
TAAL
Dry: ,A0 WAD PRODUCT REVISED
f✓. et t 70592 BuildingCobh iN 4s 01Sd.
CAN. vo Awerfama
Expigas Ektt.JIYL�."Fv�
1 2015 P,1
.•.
• • . • • • •
• • •
.. •
•
•• •
• • •
.. •
••
• . •
• • • • • • • •
• • •
.... •• •.
• •
•. • •
• •
•
• • •
• • •
• •
• • •
•• •
•
• • • •
• • •
• •
� •
•
•
3INDOW MOn1 ��
35 3/1AIL
VENT W10M04
30 I/8' MAX.
D.L. 0P0.
5 3/4' MAX. rol v ( 8 1/2'M4X.
11CAD/S1L 14A0/58.L
CORNERS SJNGLE..WENT wow.
31' MAX.
*NOON 8U>IN
FALSE. MLNTINS....
MAY RE USED \
5 3/4'
N*AD/SRL
CORNERS
14' MAX
MND04I MDTN
5 3/8' MAX ... 35 3/5' MAX
KM
..0 t/8" MAY.
Dl. UPV
31' MAX.
30 I/8" MAX.
V
�.... °�....�I N.„
R EACH SIDE'
OF IMPOST
DUAL VENT WOW 50E 008811 SHEET 4
'-4
SX' MA%
MNOOW MNItH
' MA
35 3/8
ST" MAX.
NOOWMOTH i
35 3/8' MAX.
mg W81M 1
II 30 i/8' MN( +i Ii':
h'-"' VFNT W70TH I
30 t/8" NMX. }
� D.L. arc. ...."�
r
D .. Drc I
l, 4i\ /{�
w
o
__
'
, CH i� . Ill '
/ NUt.AN
\.
7
/
It Wi`t..,._
I .''� •1
o
5 3/4" MAX.
CORNERS
CORNERS
• Iit
f _-5..3/4'
MU:CLUE 510E WD:S.,
11*8 ANCHORS
AT EACH SVE OF MULUON
SEE CH4RT SHEET 4
1
1
LOCKING PCXMS'1
SEE °WOS
ON SHEET 4
DESIGN LOAD RATINGS FOR THESE: WINDOWS TO BE AS OCR
CHARTS SHOWN ON SHEET 4.
F1.IJS1I FRAME WINDOWS
PRODUCT REVISED
a armoire, mart the Amide
Madam
d0 ,o2O
mI :1 3:Ga011
drowinq no.
( W04-16
e_t_3_o(11)
• • • •
• •
• • • • • •
• • •
•• • •• •
• • •
•• •
•
•
••
• • •
• • • • • •
• • • • •
• • • • •• ••
•
• •
•• •• •
• • •
• •
• •
• • •
•• •
•
•
•
• •
• •
•
••
• •
• • • • • •
• • •
DESIGN WAD CAPACITY - PEP
310E LT 510E SINGI) VENT 505S.
GWe TY0E0
'A' A '9'
11 600 D146.
0 3 4UJ.
I I 4 NULL
M0111 OR
NDG3T OR
6044)
inf.)
19-I/6'
3O0
60.0
24.
........60.0__-_
.. 60.V
'M•-3/6'
600 __
00.0-
37'
60.0
6031
42'
80A
e9.0
46'
600
60A
53-1/0'
60.0
60.0
16-I/O'
eao
000
24;
......_ :�.....__
_..... �_�._.....
26-1/2'
60.0
8D.0
30'
60.0
00.0
AY
�•
...... 00.0
........60A
t2"
0......__
eOA
D
6 D . 0
46'
__,
_ ..60.D,
__..........._._.__._
_
' 60.0
53-1/0'
60.0
000
19-I/6'
600
60.0
24'
.......no.*
604
26-3/2'
,........
60.0
_......................620........
DDA
20'
00 eA'
S..........._00.0.........
SY
80.0 ec.o
00.0
42'
00.0
60.0
46'
600
63-I/O'
1
_VOA
000
'ma
19-.'1/0'
500
00.0
2s'
60.0
6OA
26-I/O'
00.0
62.0
31'
...60.0.........
...................._..._.._.......
60A
42.
60.0
13e0.a
19-1/6•
e0.0
60.0
24' -
60.0
40.0.._. ...
20-I/2'
83'
60.0
_......a...o
OOA
60.0
sr
63.0
60.0
41'
60.0
e110
19-I/O'
e0.0
80.0
24'
60.0
-.....60..._..__.
60.0
_......600....._.
30'
000
60A
n'
00.D._,,.
eo
DOA
19-I/O'
80.0
............................._...
60.0
24.'
eaD
e0.0
2e-V2'
r.•
...............................
80.0
eoA
30'
60.0
00.0
JT
12.E
60.0
/9.4/6'
. 80.0
60.0
24'
60.0
-.. 600
26-1/1'
74-1/4'
&S.0
SO0
_.........____.
37'6
63.4
60.00
DIRECTION 06
CPENT OPNG.
OPDOMY
i
4N1
iw0 ANCHORS
AT MN 840E
/
FIXED WINDOW
OR CASEMENT WINDOW
.... 10H DX, W5W, MINE
SEC SEPARATE 660A
WIN. HEX;Nf( NO. (i . NO of .
j UP1.6 NEEP05S HINGES I
.
AT SA AT $A:�
22-1/4. 2
59-1/4'
................
DESIGN WAD CAPACITY - PSP
01ML VENT WIND04S
11ND09 DINS.
01
(N)
MASS TYPE%
IXT.(4)
IRT.(-)
3
113-I/6'
60'
72"
61'
9D'
106-1/4'
,32'
46'
53-. 3/6'
72'
Ss"
96'
36-3/6'
600
A00
_80.9
00.0
000
106-1/4'
60.0
0a0
80.0 .....
0.0- 0
00.0
eon
60.0
A
37.
40
60'
TI'
64'
49:0 _
60.0
00.0
e0.0
600
600
600
31
63
Y2'
74.
60.0
60.0
6D.0
sr
53-1/6" 66'
lY
74'
3'1'
62.0.........
0a0�
80A
600
60A
600
37
53-3/6'
Yr
24'
T4-1/4"
Imo
004
60.0
___.. .........
6ao
sat)
NOTE:
CLASS CAPACIOE_S ON 1M5 SHEET ARE
BASED DN ASTM E1300-09 (3 SEC. GUSTS)
AND FLORIDA BUILDING COMMISSION
DECLARATORY STATEMENT DCA05-DEC-219
L IY10 AN(2A811
Af EACH SN10
I60 AT I4 .041 L40 TASTE
1
DESIGN WAD CAPACITY -
SIN0L5 VENT WINDOWS
83560E DIMS.
MOTs 00 HEART (10
cuss TYPES
EX1.(0)
N11-)
19-1/e'
24'
26-1/2'
37'
42'
46'
53-1/6'
19-I/B"
24.
26-1/2'
30'
46'
53-I/O'
45'
00.5/6'
30A
60.0
60.0
60A
60.0
000
60A
too
24'
37.
42'
14-1/6'
24'
26-I/2'
31'
19-1/6'
26-I/O'
37'
19-1/6'
24'
26- 1/2'
31'
Y
60.0
00.0-.W-
60A
60.0
•
600
80.0
60.0
60.0
EGA
600
1300
60.0
60.0
._....80.0
t' 69A
400
MA
FLANGE. AND FLUSH FRAMES WINDOWS;
!WOW. HEIGHT N0. OE N0. OF
WTO 6E616E651 16NGES
AT SASP1AT 50511I
PRODUCT REVISED
tomfiying with the Florida
Busk636 Code
By
M
&owing no.
I w04-i6
L6 4,21.1.1
r_t_
• •
• • •
•• •
• • • •
• •
• • • •
•• •
• • •
•• •
•
• • • • • •
• • • • •
• • • • •• ••
• •
• •
•• •• •
•
• • •
• • • •
•
••
• •
•
••
• • • •
• • •
•• • '6••• •
• • •
•• •
,e
:IJ6' NEAT 5Tk"XN'0 CLASS
C90' Intarlayer
1 8vton't. PVB
OAR 'KVraroy AAA.. Inc.'
.090' Interlayer
{ Senlry31o.
LN 'Rummy Americo. Mc
f1/8' NEAT STREMO GLASS
I
VENT
SFJCONE
Dt01' CORNNC 795
GLASS TYPE 'A'
4/8. HEAT S2REN'0 CLASS
OR
15/32' TEMP. C1A5S
}s m1/4* AR SPACE
NCA: STREW() GLASS
\ {,` 1 O40' Mtariayer
.090 1 PIo
Dy 'Kvromy M1cnc0.
R- oR
\ a90- In030oyer
1, ;'By 'Karo*OY Mwrico. kw.'
II/B' NEAT STREW° GLASS
S OWI-DCORN'NC 79s
! s1
, VENT J
CLASS TYPE '13'
GLAZING OPTIONS
NOTE:
IN ORDER TO OUAI.0Y FOR SMALL MISSILE 3MPAOT RATING
EXTER1(RO PIT 0E GLASS 'TYPE '8' MOST 8E TEMPERED.
ITEM N0, PART NMI BEN QUANTITY DRS*RIPTI0N MATERIAL 9ANP./BUPDER/RE4IARRS
1 CM100-001 7/ NUY EP.ULE JAMB ._....
2 2/ WOW
._.AM__.D*..
R CM700-002 NCM IRNIE HEAD AN.. S.O.
} 04100..007 AS RCGO. FRAME JAMB (F1%) 6083-i6 FOR FIXED WINDOW
♦ _ CM100-008 AS REGD. 340612. IMPOST 5083-16 FOR FOXED ♦ INDOW
5
.. d1100-017 AS REDD...JAAIO ANCHOR CNN' 6063-76 -
,... .1.. _...._
_.....ti _ p.1100-013 AS 'ROOD, 'TENT HNOE 6003-15 INSTALLED WON (3) 110 X 3/6' MS
7 C4100-014 AS RE00. MAME NNGE 6005-TS INSTALLED 9654 (2) /10 X 3/8' MS
8 04100-015 3 AS REOD. MAME HEAD/SILL (ES.)._._... _..__..._ 6063-16 FOR FIXED WINDOW
9 C11100-016 4/ MTV GiALMG BEAD DAM. GV55) .... .... 6063 M FOR DAD WINDOW .._._.
10 C41100-017 4/ WOW G A1NG BEAO (LAM NS. ERAS) 6083 T6 FOR FMXEO N4N00W
11 (111130-018 4/ ;VOW SHM COVER (1A4 01A55) 8063 T6 FOR MO) WINDOW
IS CM100 019 4/ WOW S1MP COVER (LAM NSA. MASS) 6063-T8 FOR FIXED ;KNOW...... .. ....._
13 E^6800 032 AS RED . VERPCAJ OEP050 6063 T6 ......
14. C6100-071 2/ 0{POST ANCHOR CLP roe VERTICAL IMPOST 6063-16 _ —
15 C4100-022 - ANCHOR ARM OPERA1014 6063-T6
.... .
16 -......... AS kE0➢. SCREENS
... ALl6.1NVM Op1MWAl
19 CM100-026 4 VFW FRAME -_ ...... 6083 T6 ........_.......... ___.......-
20 ... 0440I-027 / 60086N COf4NFR LOCK 6063-16 ..__.
_.�.. - _.__....._...^ _.......
21 Y..011 AS RE00.RE47C0 TR-S60W{N SPOFYoE _...... NEOPRENE.. ...__..,......._.... .. _...,.,_
w
22
... P-049AS REDO. SWING NSERT................ F0C0) PVC MELTP0N7
_............
23 -055 AS RE00, 4NYi. FOR J.M. NSUL MASS - 4LM PXS OVRONfiEH 7535 SNORE A
_..Z{��� VV 059 AS PFOA NNR. FOR WI & LAC INStII, GU55 (VI%) PVC MELTFVER DIAMETER 7515 SHORE A
25 AS RE03. 3/18' X 3/6" X 4 L0. 5EITING 40006 EMU O08086TER 80*0 SHONE A
26 .. ..... AS REGD. /8' X 1/2' SAME FACE TAPE _.. .. _._ .--.,, ..___
27 P-075 P✓STR CAM M k M NYLON
.10 CO25 A C035 - SLNCLE ARM OPERATOR ...._. ST STEEL... ROTO 11AFX98ME SYSTEMS ._
32 12105-6843 .....�._3 POINT LOCK ASSEMBLY - ROTO IMR0NANE SYSTEMS33 41553 • woe mum.ATTACAO W/ (3) 10 X 3/4 M5 S
34 05001 SANER A7TACNEO w/ (3) /8 X 1/2 SMS ...
5 ...
35 /10 % 1' 2/ CORNER FRAME ASSEMDLY SCREW Sf STEEL PN MC MS....._
36 /I0 X 1/7 2/ CORNER VENT ASSEMBLY SCREWS ST. ST'EL EH PNL SM5
37 '10 X 3/4 / CORNER IMPOST ASSEMBLY SCREWS 5T STEEL PH MIL MS.. _
38 110,X 3/4' 2/ SIDE IMPOST MADAMr SCREWS -_-_- ST. STEEL fH P14. 5M5
..... _ ._.._ ... ADAPTER
35 CM18
0•032 AS REDO. fiVSH A0A'fEA HEAD/SILL 6063-16 -
CM100-033 AS RE90. FLUSH ADAWER JAW 6063-16 -
0 o6UCS OIIVISP.O
..W1yIN BMA NM ADM.
MANN{C'a8.
AettpMRcc Nn 1.+.+ +fP..452
NQV t 1 911S
• • • •
• •
• • • • • •
• • •
•• • •• •
• • •
•• •
•
S
8
(sheet 5of
•••
• • •
• • • • • • • •
• • • • •
• • • • •• ••
• •
• •
•• •• •
•
• • •
• • • •
• • •
• • •
•• • •••�
• • •
• •
•
•
• •
• •
)
T
PNICAL ANCHORS
--SEE ELEV. SHEET 2
FOR SPACING
r i22xlo RUCK
TYPIRAE ANCHORS
SEE ELEV. SHEET 2
FOR SPACNO
11TICA4 ANCHORS
-SEE ELEV, SHEET 2
FOR SPACNG
TvPkA. ANCHORS
SEE ELEV. SHEET 2
FOR SPACNO
MMLO-DADS c0UNTY APPROVED
MILLION A 1.101104 ANCHORS
SEE SEPARATE r1OA
1/4" L 3/O"
I
` C WEFSLOT
AT EACH END
SEE ELM
FOR SPAC1
M2
TYPICAL ANCHORS
SEE ELEV. SHEE'
FOR SPACNR: - A LI
EDGE RSE f.
(A,
TEMA. ANCHORS
SEE ELEV. SHEET 3-,
FOR SPACJNG \\
IEN
W002 SUCK
SEE ELEV. SHELF 2
R SPACNG
METAL
STRUCTURE
TYROL ANCHORS
SEE ELEV. SHEET 2 ,
FOR SPAC1M0 \
WOOD B.
WOOD BUCKS AND METAL STRUCTURE NOT BY RC HOME SHOWCASE
MUST SUSTAIN LUAUS IMPOSED BY GAZING SYSTEM
WEANS:
AND
TFER THEM TO THE BUILDING STRUCTURE.
TYPICAL.,ANCH41?,(0 SEE ELEV. FOR SPACING
1/4" DIA ULTRACON BY 'El CO' (Fe-n7 Ks, Ty. 150 KS)
1/3' HRTI KWIK-CON II (FE-/38 HST. FY.131 KSI)
INTO 28Y W000 BUCKS 0R WOAD STRUCTURES
1-1/2" MN. PENETRATION 64T0 W000 (HEAD/SILL/JAMBS)
THRU 1BY BUCKS INTO CONC. OR MASONRY
2-1/4" MIN. EMBED IN1U CONCRETE (HEAD/SILL)
1-1/4" MR4. EMBED INTO CONC. OR MASONRY (JAMBS)
DIRECTLY INTO CONC. OR MASONRY
1-3/4" MIN. EMBED INTO CONCRETE (P.E,AD/SU.)
1-3/4" MIN. EMBED INTO CONC. 0R ANSONRY (JAMBS)
1/4" DIA. TFKS OR Sc c DR„ UJ3* SCREWS (GRAPE 5 c21)
INTO METAL STRUCTURES
STEEL : I/O" THK. MIN. (Fy = 36 K51 IAN.)
ALUMINUM 1/8" THK. MIN. (6063.T5 INN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED OR PAINTED)
(WOE 2 CRS)
INTO MIAMI-OAO£ COUNTY APPROVED MULLIONS (MIN. THK.= 1/8")
(NO SHIM SPACE)
TYPICAL EOCF DISTANCE
INTO CONCRETE AND MASONRY : 2-1/2" MIN.
INTO WOOD STRUCTURE - 1" MIN.
INTO METAL STRUCTURE = 3/4" MIN.
WOOD AT HEAD, SILL OR JAMBS SC A 0.55 MN.
CONCRETE AT HEAD. SILL 0R JAMBS re 3000 PSI MIN.
C-90 GROUT FILLED BLOCK AT JAMBS I'm 2000 P51 FAN.
`3"EALAMTS:
ALL FRAME AND VENT CORNERS SEALED WITH
JOINT SEALANT.
2j
pr: ,NYAO MING
CAN.
PRawCT REVISED
w 21004204"KO NH ERN&
Rea Co&
NINAceNG
imIN
• •
• • •
•• •
• • • •
n1
?dr8Mn9 no.l
W04-16
wheel � old
• •
• • • •
•• •
• • •
•• •
•
• • • • • •
• • • • •
• • • • •• ••
• •
•• ••
• •
•
• • •
• • •
•
••
•
•
• •
•
••
• • • • •
• • •
• • • • • • • • •
• • •
•• •
TYPICAL A OIORS
SEC ELEV. SHEET 2
{ FOR SPICMO
srRUCIVRE
TYPN.IA ANCORS
(—SEE Et1v, SiEEr 3
1 FOR SPACING
51
_ ,-\\\
t✓% ti
RIOR
o.L OPG.
VENT IRVIN
SINGLE. VENT WINDOWS
(Di
MG+L ANCHORS
I FR SSP1510 OELEV_ SNEE1 2
•
1 37a'
• WOOD MKS 1!
Emp...4N40 Ai1AA0
CNN,
F>: p)OYR
CAN, ssa
PRODUCT REVISI%1
awylowith die Florida
5 cduddiap fads
• oiaRlHla
{
. •
•
•
•
• •
• .
• dl
• • •
•
•
• • . • • • •
•
••
w000
YMCA MOORS
SEE nfl. SHEET 3
FOR SPACING
1/2' SRN
0R
WOOD
TYPICAL ANCHORS
SEE ELEV. SHEET 2
`FOR SPACR0O
.1
(�)
1/t' SHN
uiwz
VENT WIDTH
na...
Wt4f YROTN
WINDOW Wrom
r-.
TYPICAL ANCHORS
S
SEE ELEV. SHEET
SKrtf:i
r
ILA' NM.
BY1
ROOD euGss
o.
—��... i
I O.L..X°.c:......._. J
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DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES (RER)
BOARD AND CODE ADMINISTRATION DIVISION
NOTICE OF ACCEPTANCE (NOA)
RC Home Showcase, Inc.
16115 NW 52nd Avenue
Miami Gardens, 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 the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami —Dade County Product
Control Section (In Miami —Dade County) and/or the AHJ (in areas other than Miami —Dade County) reserve
the right to have this product or material tested for quality assurance purposes. If this product or material
fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ
may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction.
RER reserves the right to revoke this acceptance, if it is determined by Miami —Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building
Code, including the High Velocity Hurricane Zone. -
DESCRIPTION: Series "ML-100" Aluminum Tube Mullion — L.M.I.
APPROVAL DOCUMENT: 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 AI-Farooq Corporation, signed and sealed
by Javad Ahmad, P.E., bearing the Miami -Dade County Product Control Revision stamp with the Notice of
Acceptance number and expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant
MIAMI-DADE COUNTY
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315-2590 F (786) 315-2599
www.mi a midad e.gov/economy
....
LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, %tate,
model/series, and following statement: "Miami -Dade County Product Control Approved', unle oethel vise
noted herein. •: • • • • •
RENEWAL of this NOA shall be considered after a renewal application has been ti!ectand 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 hem.* Ievisio i o. change
in the materials, use, and/or manufacture of the product or process. Misuse of this NO* as an endorsement
of any product, for sales, advertising or any other purposes shall automatically ter: Mat his NOA? Failure
to comply with any section of this NOA shall be cause for terminationand removal Of NOA•
. '
•
ADVERTISEMENT: The NOA number preceded by the words Miami-Dade,.Co4nty, hp,aja, and
followed by the expiration date may be displayed in advertising literature. If any portion of'llaa'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# 13-1112.16 and consists of this page 1 and evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Manuel Perez, P.E.
MIAMI-DADE COUNTY
APPROVED
NOA No. 15-0512.23
Expiration Date: August 19, 2019
Approval Date: February 11, 2016
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 AI-Farooq Corporation,
signed and sealed by Javad Ahmad, P.E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform. Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum single hung
windows mulled together, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4024, dated 01/14/04, signed and sealed by Edmundo J.
Largaespada, P.E.
(Submitted under NOA No. 04-0608.05)
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) 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 Hurricanes Engineering • esting�
Inc., Test Report No. HETI-03-1346, dated 09/16/03, signed at1 sealed by Rafael E. . •
•
Droz-Seda, P.E. • • •
(Submitted under NOA No. 04-0608.05)
.... • .
. . .
.... . ....
C. CALCULATIONS
1. Anchorverification calculations and structural analysis, coer!pl.�ing vtitli•FSC 5"'
Edition (2014), dated 04/13/15, prepared by Al-Farooq Co+.Tgned and sealed by •;
Javad Ahmad, P.E. •
.
•
• • .
..• . •... .
. . •.
.• •
D. QUALITY ASSURANCE
1. Miami -Dade Department of Regulatory and Economic Resources (RER).
M: noel ' , P.E.
Product Contrsl aminer
NOA No. 15-0512.23
Expiration Date: August 19, 2019
Approval Date: February 11, 2016
E - 1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
E MATERIAL CERTIFICATIONS
1. None.
F. STATEMENTS
1. Statement letter of conformance, complying with FBC-5th Edition (2014), and of no
financial interest, dated April 13, 2015, issued by Al-Farooq Corporation, signed and
sealed by Javad Ahmad, P.E.
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 Showcase, Inc. for their
Series "ML-100" Aluminum Tube Mullion — L.M.I., approved on 12/25/13 and
expiring on 08/19/19.
.. • .
. .
. ....
. . . .
.. • •• ••
. . .•
..•
.
• .
. • . .
.... • . ....
. .
..•
..
•
..
• •
.
.
•
•
•
• .
• ..
.. • .... • .
. . .
Manuel P e2 P.E.
Product Contr Ex iner
NOA No.-0512.23
Expiration Date: August 19, 2019
Approval Date: February 11, 2016
E-2
MULLION 'SYSTEM 15 RATED TOR URGE MISSILE IMPACT.
AND CAN RE USED WITH ALL MIAMI-DADS COUNTY APPROVED
IMPACT ANO NON -IMPACT RESISTANT PRODUCTS.
RECTANGULAR ALUMINUM TORE MUII IONS
USING MULLION PROPERTIES ONLY
NOTES;
MS PROTRACT HAS BEEN DESIGNED AND TESTED '0 COMPLY WITH THE
REGUIROAM5 Of THE NM (3TH C MOS) RORLN OIAL4ND CODE INCLUDING
NIGH VELOCITY HURRICANE ZONE (NVHZ).
Mt MATING PRODUCT'S USED WITH THESE MULLWNS MUST MEET TH£
APPLICABLE BUILDING CODE REQUIREMENTS I.E: WIND LOAD, WATER
WEILTRATION, FORCED ENTRY RESISTANCE. SAFEGUARDS ETC.
W000 0U4(5 BY ODRRS. MUST BE /NCHDIRD PROPERLY TO TRANSFER
LOADS 'TO THE STRUCTURE.
ANCHORS SHALL BE AS USTEO, SPACED AS SHOW ON OEMS, EMBEDMENT
TO BASE M ATERNA SHNI. RE STAND WWI. MUMS (STUCCO, THE ETC.).
MOTORING CONDISC03 OTHER THAN THOSE SHOWN IN THESE. DETM,S
ARE NOT PART 0f ISIS APPROVAL
A LON) DUM1%Nf INCREASE IS USED IN MOM O ANCHORS INTO 7/000 ONLY.
WHIMS MIAOW MST NO ILREO TO STEEL/METAL SCREWS, PINT CPC INTO
CONTACT WRH OTISR OLSSN9AR WTERTAIS S%ME MEET DE NEGUIRDAEMS
O THE IOTA TRARIN DIOG. COOE.
INSTRUCTIONS.
USE CEWftS AND GRAPHS AS MEOWS.
STEP T DETERMINE DESIGN LOAD REO.ARED PER ASCE 1
FOR PAMICUINR °PENNS.
STEP 2 USE APPROVED %AZING PRODUCTS MEETING, ABOVE LOAD
RE4IAREMCMS.
4TpP 3 USE CONNECTION TO MIALTON AS PEA PRODUCT
MFRWAI.
USING ClMRTS ON SHEET 3 SELECT MILLION WE VAIN
STEP 4 DESIGN M1NG MORE THAN DESIGN UAW SPECIFIED
IN STEP I ABOVE.
USING ANCHOR TYPES ON SHEET 5 THRU 1 AND ANCHOR CRAMS
STEP 5 ON %IEEE a. SELECT ANCHOR TYPE WTTN DESGH RATING
MORE DON THE DEDON LOWS SPECIFIED N STEP I ABOVE.
[ WINDOW FRAME
MULLIONS CONTAINING TYPICAL GLAZING PRODUCTS
HORIZONTAL OR VERTICAL
SEE WHIMS DR DOOR APPROVAL FOR FASTENERS SEES AND SPACNG
• • • •
• •
• • • • • •
• • •
• • • • • •
• • •
• • •
•
•
•••• •
•
• • • •
• •
• •
• • •
•• ••
• •
A•ARRIAO • •' PROTXTCT MOORS )
CODA}�., n,yATiry W YO IRO TMTMA
at It • • �'"al N„ is-092. 23
• • �,lmicn lTM. TIi•F119
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MULLION SYSTEM IS RATED FOR LARGE MISSILE IMPACT.
MO CAN BE USED WITH ALL MAN-DADE COUNT' APPROVED
IMPACT AND NON -IMPACT RESISTANT PRODUCTS
RECTANGULAR ALUMINUM TUBE MULLIONS
USING MULLION PROPERTIES ONLY
NOTES.
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO CAMPY WITH THE
REQUIREMENTS
DIE
0*w RO BUNO CODE `RO0OWG INCH OCRY
HURRICANEZONE.
Kt GLAZING PRODUCTS USED WITH THESE WLLONS MUST WET NW
APPLICABLE RUIL.D11G CODE REOINREMENTS LE: WIND LOAD, WATER
INFILTRATR%i, FORCED ENTRY RESISTANCE, SAFEGUARDS ETC.
WOOD WJCNS BY OTHERS, ROSE HE ANOi0AE0 PROPERLY 10 IRANSWIR
LOWS TO THE SERI/OW.1TE.
ANCHORS SNAIL. RE AS USTFO, SPACED A5 SHOWN ON 001*1S, FMRE04FNT
TO BASE MATERIAL SNARL BE BEYOND WALL GOVERNS (STUCCO, TILE ETC.).
.WC401NIG 010404TONS 01 HER THAN THOSE SHOWN W THESE OETARS
ARE N01 PART OF INS APPROVAL
A LOW DURATION INCREASE IS USED W DESIGN OF ANCRCRS Rl10 FKW ONLY.
4ATFINLS INGLO➢IG PIT NOT LIMED TO STECTIATETAL SCREWS RTAT COW NE0
CONTACT WON OTCR DIS0MIAR WITS. S $ROLL MEET 0)0 REENARENENTS
OF THE FLORIDA 00O 070E.
INSTRUCTIONS;
_USE CHARTS AND GRAPHS AS f010WS.
STEP t DETERMINE DESIGN LOAD RE00RE0 PER ASCE T
FOR PARTICULAR OPENING,
SiTFP 2 USE APPROVED WISING PRODUCTS MEETING ABOVE LOAD
REWAREMENIS.
STEP 3 USE CONNECTION TO 4ULUON AS PER PROOOCT
APPROVAL.
4TFP 4 DES4H R 1N6 4409E T0u1 0ESSN-f 040 SNPP 0zEEDWRN
IN STEP 1 ABOVE
USR:6 4VCNM STPP 5 STVEiS ONC SNEEL1 5 TwI(N 1 AN0 M
CSAWS
401E IRAN 0K DESIGN LOADS SAEGRTEO IN STEP t ADORE
0000
TUBIAAR SHAPES
ALLOY - $043-76
u I InNS CONTAININ TYPI . i AZING PRODU.CIS
HORIZONTAL OR VERTICAL
SEE RNOOW OR 000R APPROVAL FOR FASTENERS EMS AND SPACING
• •
• • •
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CM/L�o� . ,,*ply1*TAM144 nod&
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[ (1:9f1 f R531 .
1 X 3
Sulu 1N
6063-16
.l<3
4.060
6r....-_d.OD6Jr
1-3/ ' BIN.
FOR 3 TUBES
2-3/ , /OK
All 000060
ANGLE 0IP
606.1- 10
2033 1.015 i
1 X 4
STD, MUI I ION
.....i.060—
] 916 i t-,a6H
2 X 4
S10, MUI IION
6003-10
-1 730
i
S.S00
MUU 1Pti (IT
6063-15
r-
543 —
666
—.16R
•
Ix BYE Sx W'0:
6.659
1-1/2 X 4-1/2
.CUSIQM_. &VLUON
6063--T6
1-4
HE>6 I2.T9
2 X 6
6063- .S:IJLLI.Q.N
5063-t6
OPT:
.M.ULLION_.CLP
BM3-16
'.-2A00-
a
t52033
v .Y'�iFY ,0N6H'2
2 X 6
NFAW MULLION
6065--TG
E.q- JAVA° MK30
C.
tU K 368
MOB
C.A.R. 636
PRODUCT PRASE!)
gyf7 with •a P0mida
RuM14.05*
.IS-0512.45
entrep tat.
0'
1
Iwl
r;
ij
• • • •
• •
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• • •
• • •
• • • • •
• • • • •
• • • •
• •
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• • •
•
• •
• • •
•• •
• • ••
• •
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•
•
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•
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•
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• • •
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000*0N LOAD CAPACITY PSP (T11H6 NULL:090)
DE9ION 04611 CAPACITY - P5F (TUBE M1111I086)
DESIGN 1.0611 CAPACITY - PSF (TUB! 61111. IONS)
WINDOW DIMS.
0101 (8)
19-1/8
26-1/2'
30'
37'
42'
40-
54'
60'
65'
72'
19-I/8'
26 1/2'
30'
37
42'
48"
54'
66"
72'
19,.1/O'
26-1/2' i
30'
37.
42'
1 X 5 1 X 4
STD. STD.
150.0 1500
150.0 150,0
150.0 160.0
15000 1550
._ ........0
15.0
150.0 150.0
137.8 150.0
2 X 4
STD.
150.0
150.0
150.0
15 .......
IS0.0
4-1/2 2 X 6
CUSTOM STD.
150.0 1500
150.0
150.0
150.0
150.0 150.0
150.0**I5 150.0 150.0
0.0
150 .01505D.........0.
ISO0
150.0
2X6
HEAVY
500
0.0
150.0 150.0
1300 ......001.0
150150.0
1500 150.0
I S0.0 150.0
............ 5._..
I50.0150.00
124-0
1500
150.0
150.0
1,, 0 1500
112.7
103.3
1500
101 6
50-5/9' 69.1
79.2
(
46' 60'
54.
60'
66'
72'
19-1/8"
26-1/2'
30'
42'
48"
54'
60"
66"
72"
71.2
64A
9A
1500
150.0
150.0
1500
150.0
1,50.0
1500
143.1
127.2
114.5
104,1
95 .6...
95
150.0
1600
150,0
5D.0
150,0
1500
150.0
150A
141.3 150.0 160.0
,ozo ISo.D...lsu.o 150.0 ,sac
90,1 150.0 150.0 150.0 1300
73.0 13230.0 150 .2 10 ; 150.0 150.0
6 .... _..-
41 1 116.5 500 150.0 150.9 150.0
__." ...... . ____....
563 101.9 1180 160.0 +1500 1500
50 0 90.6 132.3 150 0 150.0 150.0
.......8...5.........1 _. 4.......50 0......1500.......1.500....
45.0 81.5 119A IS0.0 I50.0 1$p.0
"_.0.......150.........1500...
40.9 )4.1 106.7 .560 150.0 I50A
7 ......_....0..__ _.
17s 67.9 99.2 150A 150.0 150.0
122,1 150.0 150.0 150.0 1500 1500
0.1 150.o IIw.6
........5 ...... 15150.0,...
0115D.o IS
...7 .5o.c -.
17.8 147.9 1590 150.0 160.0 1500
65..1_____.........500_.....__..0.......1500.... _...50...
65.1 119.9 +50.0 15p.0 150.0 150A
.__....... _. _....._ 15 ._..
55.6 IW.6 100.0 1`A.0 ISDO i}p.0
48 ............. ...........................1.
48.691.4 :JSA 1500 i 150.0 153.0
43 82.2 120. 150.0 160.0 150.0
�.._150...._1.... _5... _.0.
30.0 1 73.9 !OB.D 150.0 150.D 150.0
35.4 67.2 98.2 1500 150.0 150.0
....... _._._... ...1.._........_,,,,,_.
32.4 61.6 90.0151515
0.0 'SDO t50A
150.0 150.0 150.0
1500 150.0 150.
150.0
150.0
1500
150.0
150,0
150.0 150.0
150.0
1500
150.0
INDOW DIMS
810114
19-1/8
26-1/1"
30'
37.
42'
46'
54'
60"
6•
72'
9-I/8•
5-1/2'
36"
54'
72'
:9-I/8'
26-I/2"
30'
37"
42"
46"
54"
72'
10-1/e'
26-I/2"
30'
37"
42'
54•
66'
72•
5P
74-1/C
64'
96'
108"
STXD
74.6 1500 1500 150.0 1500mm 539 IWO 150.0 1500
41.5 101.9 1469 150.0 150.0
T-/2
2 X4-1/2 2% 6
STD,. ,CUSTOM STD.
35.5 1 81.6 120.7 150.0 150.0
339 72.6 106.4 1500 1500
63.7 ......63....._ 150.0......1._ .0
29.J 16J.7 43.1 I60.0 150.0
�._............. ....... ......
28.......,..58.6 112, _tY.O ...I I50
0
230 51.0/44 150;0 1
24.1
21646367.7 130.7737.0,..
...... _..._.....--.....____1
- i 47-
562.012325a 120.1
10 110.4 1500 150.0 . 150,0
2 X 0
HEAVY
150.0
150.0
150.0
150.0
150.0
._..
160.0
130,0
150.
0
.0
1500
150 ...0...
150.0
130,0
372 79.7 115.4 150.0 150.0
72 0 ._._._. ._.__.5 .0......15...0.
320 70.4 tOLe 150:0 150.0
-T... 10 _.......15 ...
266 57.1 63.4 150.0 150A
234 50.3 £35 150.0 +50.0
_.._.......4._..._..643......1436......1408.
2CS 44.0 6Aa f43.8 140.8
39.1 5/.1 127.13 125,1
...... ....1.4.... -..
35.20I.4 115,0 111.E
32.0 46.7 104.6 102.4
34D
4,9
19.3 42.8 95.9 ! 93 a
74.0
33.4
150.0
150.0
150 0.
I50.0
1500.0.0
.............
1500
150,0
150.0
150.0 1..
150.0
100.1 150.0 150.0 150.0
7e.o +sc.o 1500 +50.0so.o
22.0
47.2
3e.2
33.7
68.9
55,D
49.2
150.0 150.0
125.0 139.6
1101 12.3.7
50,0
150.0
150 0
29
43.
66.3
85,6
24.2
21.4
51.9
34,1 d. 77.,
31,3 701
267 64.2
75.9 150.0
10/2 , 150.0
95.0 150.0
86.2 150.0
..........
]8.4 14 it{,0
718 1 132.0
150.0 150.0
37,5
33.1
9
54.8 122.6
i5 5 08+a
39.2 87.8
150.0 150.0
134.5 150.0
109.1 150.0
2J.7
346 77.3 66.1 150.0
67,7 84.1 150.0
- 26,9 60.1 14.7 137.3
..._ .__...._.54.._._ ._67 6
242 54.t e].1 123.e
.-""'.... 2, ......49.
- 220 49.2 612 112.3
- 202 45.1
103.0
5] lL
MULUONS RATED IN THESE CHARTS MAY BE ORIENTED
VERTICALLY OR HORIZONTALLY.
(INTERPOLATION BETWEEN WIDTHS ALLOWED)
MULLIONS
WINDOW DINS.
MOTH (M)
19-1/5"
26-I/2"
30"
37"
48"
54'
66'
72"
19-1/6'
26-1/2"
30•
37'
42'
45'
54'
60
66'
72•
19--1/8'
26. 1/2'
30•
Milli SPIN
170'
132'
37'
a2'
48• 144'
54'
60'
66'
/2'
1--1/2
X
1 X5 1 X4 2X4 4-1/2
STO, STD S111 CUSTOM
37655 3 123.E
27.3 389 59.3
2 X 6
STD.
150.0
2 X 6
4IXAVY
111,0
1500
15043
- 28.6 64.0
79.6
265
436
41.6 03.0
)0,1
61 3
.
Sa.S
490
44.6
40,9
1156
146.1
128,7
112.6
1001
81.9
75
TYPICAL MU! I ION ARRANGEMENTS
wow (w) >< wl 2 wz
16.5 50.3 717 136.4
21S 8.1 Sp.
......._....04.._......_.. 8IOW
... 6
B
- 42.4 52.8 98,7
29.6
27.0
1.0 /1,6
5 .............
23.1 1.]
70.a 45.7
".__......_./0_..
SJ.o
32 6
26.5
22.8
20.8
30.7 56,4
69.c
64,3
46.0
365
25.4
25.6
150.0
1160
104.3
cu
74.5
65.2
}7.9
52.1
47.4
43,4
In9r. 44400 ANIK.
05.4.
M. MA PPi 2
CAN. 538
2015
141.1W014 SPAN 0.1
PRODUCT
ODUCT REVISED
e01117ie6 wi91 Os Fluids
11886:9 Go64
Amps.. No 15.051243
011
s,
ki
drawing
I. M04_-05,
90000uf.... 3 7..
• • • •
• •
• • • • • •
• • •
•• • •• •
• • •
•• •
•
•
• • • • • •
• • • • .
• • • •
• •
• • •• •
• • •
• • • •
•• ••
• •
•
• • •
• • •
•• •
••
•
• •
• •
• •
• •
• • • • • •
• • •
•
D69GN LOAD CAPACITY - PST
509.3(:N LOAD "APACITY - PST
DESIGN LOAD CAPACI
81N➢Ve
WIDTH (4)
19-I/8'
26-1/2'
20'
3Y
42'
48'
54'
eve
66'
72'
➢1919.
MULL SPAN
36-3/9'
10.1/a'
26-I/2'
30"
37'
41'
45' 30.3/8"
54'
66'
72'
76-1/2-
30'
37'
42-
ear 60'
54'
66'
!2'
19-1/6'
26-1/2'
30'
3Y'
42'
48'
54'
60'
66'
72'
63'
ANCHORS SYNC
IND00 D14S.
ANCROR5 TYP
0IND68 DIMS.
ANI:NO
42 A4 442 AA4 B2 B4
130.0 150.0 150.0 150.0 150.0 150.0
150,0
1500
150.0
150.0
159.0
150.0
150.0
150.0
121.9
was
94.7
842
S8
63.2
150.0_
150.0
150.0
1500
150.0
150.0
150.0
500 1451
137.81 13.9
126.J 170.9
150,0
150.0
150.0
1500
500
1500
150,0
150.0 1500
150.0 1500
150.0 150.0
1500 150.0
143.2 15(1.0
1273 1500_
1146 1500
04.2 1500
95.5 150.6
150.0
mo
1214
107,1
93:7
633
75.0
68.2
62,5
150.0
104.7
91.0
61,4 170,0
62.6 1.0.0 733 146.6
1500._.... 066........1332.
44.1 m i 64.4 150.0 06.6 133.7
4054 60.8 72.1 150.0 61.1 12i7
144,9 150.0 150,0 130.0 150.0
104.5......1500._ _..1_0.._..... 150.0_ ___.........
104.5 150.0 t5p.0 t500 150.0
92.3 150.0 1509 150.0 139.6
,...._.._._ .__�,__........_..1,.._ ...
7
4.9 749.7 1433 1500 113.2
.._4_..0......_..3_..-........1.263......1500........997....
684 1]1.D 126,J iS0.0 99.7 150.0
..._ .....1.1.5,__.. ..1.... ..._8
57.> 1t5.4 tf0.5 150.0 87.2 1500
._.......10.2..6........9_..2.... _.__.0.0 77.5 ......150.
St.3 102.8 98.7 15fi.0 77.5 150.0
....46,2 v..2.__..�.- ......_,98._ _..., 5.
46.3 92.3 00.4 159.0 fi9A 139,E
42.0 i 63.9 60.3 150.0 63.4 126.9
....38.._......._.7_0.........737......_.47........... 0 3
386 n.o 7a7 1a7a sb2 1t6a
150.0
150.0
150.0
1500
150,0
150.0
150.0
150.0
136.4
173.0
150.0
1500
150.0
150.0
50.0
1500
69.3 136,5 1325 150,0
60.6 i 1212 1160 1500
53.9 107.7 103.1 150.0
405
97.0
150.0
150.0
130,0
150.0
PI (8)
19-1/8'
26-1/2'
72'
19-1/8'
26-f/2'
30'
72.
19-I/9'
26-I/2'
30'
az'
Sp
74-1/4'
46' 90'
x'
DO"
66'
72'
19-I/8'
26-1/2'
10'
37'
42'
•
54'
69'
66'
l2'
108'
A2 A4
1229 I 150.0
887 150.0
78 150.0
63.5 127.1
560 111.9
<9A i 979
642 AA4 B2 ➢4
150.0 1500 150.0 I 1500
150.0 15110 341 1500
150.0 50.0 1164 1500
121.6 1500 940 1500
1071 1500 Ma ISO.D
93./._. 150.0 740 1180
43.5 87.1
39.2 78.4
75 0
130.0
150.0
656 1316
59.2 115.4
3521 i 71.2
32.6 65.3
1086 150.0
7tl 150.0
69.3 138.5
58.2 112.3
49.5 98_9
43 3 86.6
38.5 77.0
682 e..16.3 _53.6 10
62.5 125,0 492� 7,7 96,7
1500
130.0
137.6
107.5
94.7
32.9
73.7
34.6 69.3
56.3
150.0 150.0 150.0
150.0 118,5 150.0
150.0 *04.7 150..0
130.0 84.0 I5A.0
150.0 748_1 149.E
150.0 63.4 130.9
t473 582 1116.3
132.6 57 3 104.7
3+5 63.0
843.3
120.
47.6 93.2
269 57.7
93.1 1609
536 137.2
55.2
150.0
131_1
"6.0
110.5
150.0
130.0
43.3
379
33.7
363
27.5
23.3
154,3
96 3 94.'.
866 619
736 >zA
67.3 644
145
1249
43.6 87.2
1432 1YJA
1037 150.0
91 6 150.0
40.6 540 1140 436
51.6
55.1 52.7 105.5 41.6
83.3
50.5 46.3 96.7 38.2
150.0 150.
0 127.7
76.3
150.0
61.0
53,9
43.7
33.7
122.0 116.7
50.0 92,7
130.0
07,7 103,
30.0 tl1.4
50,0
57.4
77.0
673
83.6 150.0 66.0
>3,7al
...........562
147.31..... ....509
64.4 1299 11.9
132.0
101.5
269
24.5
22
57.3 i 114.E 45.2
--_ _..
5'.6 I03.1 40.7
44
....... ...93.....
M9 93.7. 37.0
......... ...__._
43.0 85.9 33.J.9
90.5
81.4
74,0
97.9
AQIE;
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
M9PM (1/)/Y1Rl SP.
19-I/6'
z6-1/2'
3r
4]'
48'
54'
60"
66"
19-1/8'
26-1/2'
30'
37.
47'
40'
54'
66'
72'
6-i/
30-
37'
42'
48'
54-
CAN
120'
144'
A2 A4 AA2 444 112 114
760 150.0 145,6 150.0 1149 1500
549 1 11 101 1001 1500 530 560
48,5 97.0 92,8 1300 733 146.8
39 3 I 786 75.2 150.0 39.4 1186
34.6 I 69.3 66.3 132.0 52.3 104.7
303 60.6 SBA t:6.9 40.6 9t.0
269 539 578 103,1 407 614
2 2 1 483...__. <64_ 52.8. J0.6 733
20.2 ` 40.4
367 773 3a5 1 61.1
132,3 15G.0
104.5 1500
499 99.8
44.1 1 852
35.7 i 71_5
}' 5 E 63.0
27.5 I 55,S
953 150.0
75.4 1500
844 150.0
68 136.8
60.3 120 5
52.7
24.5 490 . 469
22,8 44 i 422
20.0 , 401 38.3 ...
15,4 I 36.7 352
105.5
937_
as 4
76.'7
703
56.6 1332
540 ..106.0
_...__
,5.
67.6 962
32.0- 740
33.3 �86 6
27.6
634 1267 213 1500 95.5 150.0
.._
45.7 1 916 875 1500.0 69.1 138.3
a.1, eoe Ta Ix.6 61.1
... 5......,
31.6 833 62.1 1264 496
2a.9 I 57.7 55.2 1103 43.6
25.3 30.5 40.3 96.7 36.7
22.4 44.9 43.0 05,9 33.9
20.2 40.4 36.7 773 304
............................7
31.?70(13 2>.6
140 13.7 32.2 54.4 23.4
16.4
IMICAL._M_U.:ION AR(_ANCEMJ(
wiDTH (W) +. .wl 4 wz t
z i
PRO
122.1
19.0
87.2
78.3
6'7.9
6;+ _
555
50.9
PRODUCT REVISED
at ptym9 wiM9w %Xnida
Building (9,*
AocaoNsetaa 154b5.1'
P-tNoma Dela
0y
• •
• • •
• • •
•
4row1ng n0.
1,M04-05
•6e61 ♦ol
• • • •
• •
• • • •
•• •
• • •
• • •
•
• • •
• • • • • •
• • • • •
• • • • • • • •
• •
• • • •
• • •
• •
• •
• • •
•• •
• •
•
•
•
•
•
•
• •
•
••
• • • • •
• • •
1500 1300 1500 150,0
130.1 150.0 1500 150.0 'S00
1149 150.0 1500 150.0
912 1500 _150.0 150.0
82,1 150.0 150.0 150.0
.71 6 143.6 137.5 150.0
636 127.7 122 2 150.0
525 114 9 110 0 I 1500.... - _ ...
5272 045 100.01
50:0
47.9 956 912 150.0 _
1500 150.0 1500 150.0
109.6 1500 150.0 150.0 170.0 I
979 1500 i30A 150.0 1466
]a.a 150.0
.._
130,0 150.0 118.6
1J4 1{:LTi Ot3 4"SSi R
' um.E4•E0 M0 1NSCNRY
). PER Q& (1 GR EACH MWf.)
241 W000 BURR \
OR...
AMIE,
AFC
L'C LCC4Rp4
'-MLLLgx 4LP
-M1'RR QP
/t4 SY0
2 PCR 4:0LE'
I-3/4. QC.
mictiQR5 TYPF 'A2'
ALL QIY'3 t0 fil' SNUG WIU 'IUUE MIAUCNS`
14YANS LL4Y NEx OR 2441 111140
2440 w000 afro(,
OR
1000 SRF)CriRE
-ELOARNO CLIP
„ANC 0113
114 510
2 PER.W004 f
i-3/4. O.C.
FOR 3' NSE
QC. 4F.
FOR A:1. ORKR TJ0E5
ANCHORS TYPE 'A4'
1'RDDUCf RRVISP.D
PIYW with N8 Ek1nJA
B E t1J•05i2.20:41
Iq�MyMw L1WA"' 1
• •
• • •
•• •
• • • •
• •
• • • •
• •
•• ••
• • •
•
• •
• ••• •
• • • •
• •
• • • •
•• •
• • •
•• •
•
•
•
• • •
•• ••
•
•
•
•
•
•
•
• • • •
•
•
•
•
•
•
•
•
. •
•
•
• • •
2-4/2' IAN.
r EOGC 0311.
11
1/4' IIILTI KIM 0:NI II
Mi34, NOV INTO MASONRY
2 PIA CUP (1 011 EACH YANG)
• N7:-,.7.711:••• "T-•
\ Ar
CONCRETE
4
1 /4" 112E1 OAK VA /1
1-3/4' MA. EMBED 12410 MASONRY "1
1 PER WOLF
/111
ROMERO CUP /
#1441808 /
1 LI
2 PERANGLE / I j
1.'3/C 0.1, IAN. / 14
TON 3` 1.
2-3/4' D.C. INN.
POR ALL 1111101 ILMS 1
3 SCREWS PER ANGLE
.1
I/2' MIN. I /71/4" 114111 MA CON
-EO-CE EMT. WA UMW MO **SONNY
2 PER CIA (1 ON EACN 031M)
2 I/O' MIN,
EDGE AST.
1.
,4110014010)
1111111011 CUP
ANCHORS TYPE 'AA2'
2-0/2" 1/4' W.11 1021K CON 2 1 /4" MLR MIX CON
1-3/4" MIN, EMBE0 INTO MASONRY 1-3/ mrk DOSED MC MASONRY ••••‘
4 PER 018' (2 ON EACI1 2 PER ANGIE
EDGE GMT. i 3. „/ • n\
ALL CUPS TO MT 08N00 INV VOL AVLOONS. I
TAKAO WY SE HEX OR FLAT 18(10.
1 CUPS OR ANGLES CONNECTED ()ERECTLY V MASONRY TO NE PROTECTED
WON ALNALA.RESISTAM COATNOS. S0C11 08 unuumous PAINT OR
1 WATER -WM METNACIMWE LACAIER.
"EY
MASON -MY
CONCRETE
ROAGNO CLIP
014 SMS
2 PER ANGLE /
1 AS/ 4' 001 *N.
' FOR SURE"
2-3/4' 0.C. MIA
FOR ALL OMER VEILS
3 SCREWS PER ANGIE
ANCHORa_TYPE 'AA4'
PRODUCT REVISED
“erlyini with the nod&
thildift (We
16.051243
*VI Daft
21 2
!31
.IX
•
4..11
drawing no.
M04-05 .
• • • •
• •
• • • • • •
• • •
• • • • • •
• • •
• • •
•
• • • •
• •
• • • •
• •
•
•
•
• • •
• •
• • 6
• • • •
• •
• • • • •
•
• • •
• • • •
• •
• • •
• • •
•
• • • •
• • •
• • •
• •
• •
•
•
•
•
• •
METAL STRUCTURES
(57EE1. OR MAN. '/8' MAN. TNCA)
STEEL.: ly s 36 KS1 MN.
ALWINUM : 6063.50 MN.
3/4' MN.
A ECCE Q4T, 1i
/ KS
PER nW 2
(1 ON EACH WING)
-FLOATING CUP
ANCHORS TYPE '132'
4-
!14 SIG ;
2 PER ANGLE
I-3/4" 0.C. MN.
!10 F.H.
2/ 516E
I/O' THICK µVIA CLLANNEL
LENGTH TO FT SNUG
NIP L0U1.10N
TUBES ANY BE AMTO CO
AS SNOW: TO ALLOW INSTAI.IATKN
(OF CEP NAGLE
CAM JOINT WIER ASS'EM*.11
ACCESS HOLE]
T1115 SCREW CAN BE
NSTALEO N ETHER,
ONCCIX 6 or 4 .
V�
1/4'
1
!14 SMS
2 l'ER C„IP
/ll-i/2"JC. MN.
/10 PH SIC
2 PER CUP
(.2 X2 K 1/6'
AM.( ARGIL
1-3f4' X 2' x 1/8" (FOR 28Y Tub) .
3/4' X 2' X I/8' FOR (1B0RE 7 1)_/
ALUM A1G(E
Cut TO (IF SN00 INSOF TJBE
MEIA. STRUCTURES
,(STEEL 0R ALUM. 1f6' MAN. THICK)
STEEL : Fy - 36 KS1 YEN.
ALUMINUM 4063-75 W.N.
1 1 MN yA8N
EOGE'1
' O15T.
ANCHOR DETAIL it
META. TO METAL CONNECTAN
USE EHAR10 FOR ANCHOR TYPE '84' TO AMP/ CAPA:111 Of' EONNECHON
SEE SHEET 4 1f T FOR ANCNOR CHARTS
1/4*
4' ;FA. TEXS
\ER CUP
(2 ON CA'H LONG)
ANCHORS TYPE 'B4'
1
(..FLOATING CUP
!14 SIAS /
2 PER ANC. f
1-.1/d' Q.C. MIN. 1
FOR 3' TUBE"
2-3/4' O.C. MN.
FOR A.E 01N1J1 TUBES
3 SCREWS PER ANGLE
E 44 34340 AIMAD
CMA
A PE0 j 554
C.Au,
2015
Olt "EXS
1 PER AN..E
1-
i
to -
PROTRACT RF.VISED
r FNPNY4#S with d1a Plaids
INryldi g Code •
Att4PI1Ks M' (aos(i. 43
RjP 1MbP D. 2011
• • • •
• • • •
• • • ••••
•• • •• •
• • •
•• •
•
•
• • • • • •
• • • • •
• • • • •• ••
• •
•• •• •
• • •
• •
• •
• • •
•• •
• •
•
• •
•
al
&owing no.
M04-05
lateet 7 o ... 7
•
•
• •
• •
• •
••
•
• •
• • • • • •
• • •
1
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:
This NOA is being issued under the
materials. The documentation sub!
Product Control Section to be
Having Jurisdiction (AHJ).
This NOA shall not
Control Section (1
the right t
fails to p
may
C
Thi
Code,
proved
g th High
DE SC ' TION: ' Ties
ediately
re rves the ri
trol ection h
ro uct i
a
MIAMI—DADE COUNTY, FLORIDA
PRODUCT CONTROL SECTION
11805 SW 26 Street, Room 208
T (786) 315 2590 F (786) 315-2599
www.miamidade.eov/economv
ules and Matrons. Bove, fling ti,� ; u.e ef a ti'
d has bee
in Miami -Dade
e expt
at rill teste • for (pi ner, the ma a
ufactuf
n • y, or suspend! the use'
.` revoke this acce4tance, if it is determined by Miam-
roduct or material fairs to meet t' e requirements of the ap
described herein, and .has be: i designed to comply
Vel • ity Hurricane Zone.
"FX 3 " Aluminum Window al .. M.
APPRO'ML DOCUMENT: DraN
(L.M.I.)", sheets 01 through 09 of 09,
Farooq Corioration, signed and se
Control Section Renewal
Dade County \\roduct
MISSILE INIPiACT
LABELING: E
series, and follow'
herein.
REVISION of this I�iO •
ig No. W03-1
.4/
evk d and'acceptcd ►�_ ; d ,�, RER-
r
id other areas ti .; 4 thority
testa ... �:.�!� •� -ade Conn Product
l (in areas other than Miami -lade County reserve
lity assurance purposes. If this product or material
will incur the expense of st h testing and the AlJ
such product or material N ithin their jurisdiction.
em -
"Series "FX-3
vision "S"
., bear:
-Dade County Product
licable building code.
ith the Florida Building
Alum. Window Wall System
d 10/10/13, prepared by Al-
iarni-Dade County Product
and Expiration date by the Miarni--
issile Impact Resistant
•
nanent label with the logo, erty; State,
\ iami-Dade County Product Control Approved"; urJesj otherMec' noted
.. . .. .
. . .
.. •.
A shall be considered after a renewal application has been.f Ip�l.ajid there has been
no change in the applicable building`code negatively affecting the performance of this pi;gduct. . •
1 . . .
TERMINATION of thi OA will decur after the expiration date or if there has bet tea•revision•dr Clfange . .
in the materials, use, and/ o • rnanufactttre of the product or process. Misuse of this NC?A•i1s an ehdox ament
of any product, for sales, ad rtising or any other purposes shall automatically terminate this NOA. Failure
to comply with any section of di' NOA hall be cause for termination and removal e`A.. • •
ADVERTISEMENT: The NOA un'ber preceded by the words Miami -Dade County, FWorr�a, and •
• followed by the expiration date may e displayed in advertising literature. If any portion of t,�re• EjA is
h uni
state
with
nti•ol Section.
TING: Large
t hall\bear
displayed, then it shall be don
INSPECTION:.A copy of
distributors and shall be avai
This NOA renews NOA N
E-4, as well as approval docum
The submitted documentation was reviewe
MANMADE COUNTY
APPROVED
in u:-
his entire N
ble for inspect
12-0410.25 an
oned
manufacturer's
name or
.. .
ded to the user by the manufacturer or its
of the Building Official.
ages E-1, .E--2, E-3 and
NOA No. 13-1112.08
Expiration Date: March 25, 2019
Approval Date: December 26, 2013
Page 1
•
•
•
•
•
RC Ilome Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 10-0525.05)
2. Drawing No. W03-103, titled "Series "FX-345 Alum. Window Wall System
(L.M.I.)", sheets 01 through 09 of 09, dated 11/14/03 with revision "J" dated
10/10/13, prepared by Al-Farooq Corporation, signed and sealed by Javad Ahmad,
P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum window
wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
I<TL-6098, dated 12/11/09 and FTL-6044, dated 12/30/2009 respectively, both
signed and sealed by Michael R. Wenzel, P. E.
(Submitted under previous NOA No. 10-0525.05)
2. Test report on: 1) Safety Performance (Impact) per American National Standard for
Safety Glazing Materials Used in Buildings, ANSI Z-97.1 (CPSC
16 CFR 1201),
along with marked -up and die drawings of aluminum window wall system, prepared
by Fenestration Testing Laboratory, Inc., Test Report No. FTL-5318, dated 07/05/07,
signed and sealed by Carlos S. Rionda, P. E. ....
(Submitted under previous NOA No. 07-0831.05) . • • • • • •
3. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94' • • • : •• •• • •
•
•2) Uniform Static Air Pressure Test, Loading per tBC, TA3 202--94•
•
3) Water Resistance Test, per FBC, TAS 20294"" . •
4) Small Missile Impact Test per FBC, TAS 2Gt- 4• •, • .•.•
5) Cyclic Wind Pressure Loading per FBC, TAS al.36 -94 ••• •
•
along with marked -up drawings and installation diagram oC aluminum •window •
wall systems, prepared by Fenestration Testing Laboratory, iie;' Vest Report No. ' •
FTL-4612, dated 05/17/05, signed and sealed by Edmund() J. 1.,•argaespada,114•Ei • •
(Submitted under previous NOA No. 07-0831.05) • • ••
•. . ..••
•.•
•
•
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.08
Expiration Date: March 25, 2019
Approval Date: December 26, 2013
E-1
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
4. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per. FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum window
wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
IrrL_3719, dated 02/26/03, signed and sealed by Joseph C. Chan, P. E.
(Submitted under previous NOA No. 03-1023.02)
5. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FI3C, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum window
wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Report No.
FTL-3713, dated 02/14/03, signed and sealed by Edmundo J. Largaespada, P. E.
(Submitted under previous NOA No. 03-1023.02)
6. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of aluminum window
wall systems, prepared by Fenestration Testing Laboratory, Inc., Test Reports No.
FTL-3478, dated 07/03/02, signed and sealed by Edmund° J. Largaespada, P. E.
(Submitted under previous NOA No. 03-1023.02)
....
7. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC, TA& i462,- 94
along with marked -up drawings and installation diagram of• aldminuial 'idbadow
wall systems, prepared by Hurricane Engineering & Testing,:trio,=:fest R•ep• rt No.
HETI-01-1188, dated 05/22/01, revised on 06/23/03, signed an.ct aled by.Rafeel E. E
Dr'OL-Seda, •
P. E.•
••
(Submitted under previous NOA No. 03-1023.02)• ••
8. Test reports on: 1) Small Missile Impact Test per FBC, TAS 201•-94 •
2) Cyclic Wind Pressure Loading per FBC, TA52o3:-94 •
along with marked -up drawings and installation diagram Qf aliminui2f 41dow .
wall systems, prepared by Hurricane Engineering & Testing, Ittc., Teist Reeer4ts•No.'s •
HETI--01-1018, dated 05/18/01 and HETI-•-Oi---1038, dated 06/20/01, both signed and
sealed by Rafael E. Droz-Seda, P. E.
(Submitted under previous .NO4 No. 03-1023.02)
Jaime D. Gaseon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.08
Expiration Date: March 25, 2019
Approval Date: December 26, 2013
E-2
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
9. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
along with marked —up drawings and installation diagram of aluminum window
wall systems, prepared by Hurricane Engineering & Testing, Inc., Test Report No.
HETI-01-1037, dated 06/20/01, signed and sealed by Rafael E. Droz—Seda, P. E.
(Submitted under previous NOA No. 03-1023.02)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, complying with. FBC,
prepared by Al—Farooq Corporation, dated 03/16/10, signed' and sealed by Javad
Ahmad, P. E.
(Submitted under previous NOA No. 10-0525.05)
2. Glazing complies with ASTM E1300-04
D. QUALITY ASSURANCE
1. Miami —Dade Department of Regulatory and Economic Resources (RER).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.02 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont SentryGlas® Interlayer" dated 08/25/11, expiring on 01/14/17.
2. Notice of Acceptance No. 13-0129.27 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 04/11/13, expiring on 12/11/16.
3. Notice of Acceptance No. 12-1231.08 issued to Eastman Chemical Company (MA)
4
for their "Saflex CP — Saflex and Saflex HP Composite G1ass:InJayers tioittc
PET Core" dated 03/28/13, expiring on 12/11/18.
.. . .. .
•
•
4. Notice of Acceptance No. 12-1231.10 issued to Eastman Cheat=t ompany. (MA) .
for their "Saflex Clear and Color Glass Interlayers" dated 03/22$/J3, expiri.iig coa .
.
05/21/16.
•
..•• .. ..
5. Notice of Acceptance No. 10-0201.01 issued to Viracon, Inc. fvr;heb "ViCagw3.
HRG-2 Glass Interlayer", dated 03/24/10, expiring on 02/12/1 ' ' •
. . .
. •
F. STATEMENTS
.
.
1. Statement letter of conformance, complying with FBC 2010,• ess.ieE1 by ooq •
Corporation, dated 10/15/13, signed and sealed by Javad Ahmad, P. E.
2. Name changed to RC HOME SHOWCASE, INC. as registered in the Florida
Department of State, Division of Corporation, Sunbiz document dated 10/11/13.
_........._.. %!•-
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No.13--1112.08
Expiration Date: March 25, 2019
Approval Date: December 26, 2013
£-3
.
RC Home Showcase, Inc.
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS (CONTINUED)
3. Asset purchase agreement dated 10/01/13, signed by Mr. Manuel A. Kronfle-
Kozhaya, Mr. Henry F. Kronfle--Kozhaya, Mr. Raul Casares, Mr. Eusebio Paredes and
Ms. Nancy Vias.
4. Statement letter of complying with the Sales of Assets issued by RC Aluminum
Industries, Inc., dated 10/30/2013, signed by Raul Casares, President.
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.
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,
7. Laboratory compliance letter for Test Reports No.'s FTL-6098, dated 12/11/09 and
FTL-6044, dated 12/30/09, prepared by Fenestration Testing Laboratory, Inc., signed
and seated dated by Michael R. Wenzel, P. E.
(Submitted under previous NOA No. 10-0525.05)
8. Laboratory compliance letter for Test Report No. FTL-5318, dated 07/05/07,
prepared by Fenestration Testing Laboratory, Inc., signed and sealed dated by Carlos
S. Rionda, P. E.
(Submitted under previous NOA No. 07-0831.05)
9. Laboratory compliance letter for Test Reports No.'s`i'L--4612, dated 05/17/2005,
FTL.--3713, dated 02/14/03 and FTL-3478, dated 07/03/02, prepared by Fenestration
Testing Laboratory, Inc., signed and sealed dated by Edmund() J. Largaespada, P. E.
(Submitted under previous NOA's No.'s 07-0831.05 and 03 1 023.02)
10. Laboratory compliance .letter for Test Report No. FTL-3719, dated A2t26/03,
prepared by Fenestration Testing Laboratory, Inc., signed :and • healed• dated by •
Edmundo J. Largaespada, P. E. • • • . • • . • . •
•
(Submitted under previous NOA No. 03-1023.02) • • • • •
•
11. Laboratory compliance letter for Test Reports No.'s IlIi'l;b1-118$,• dated . •
05/22/01, HETI-01-1037, dated 06/20/01; HETI-01-1018' •date! 05/1801,: and• •
HETI-01-1038, dated 06/20/01, prepared by Hurricane Engineeriig:& Teil ipg Jnc.,
signed and sealed by Rafael E. Droz Seda, P. E. • • • • • •
•
(Submitted under previous NOA No. 03-1023.02) • • • •
• •
• ••
G. OTHERS
• • •
• • •
••• • •••••
•
•
1. Notice of Acceptance No. 12-0410.25, issued to R.C. Aluminum Industries• Inc' for
their Series "FX 345" Aluminum Window Wall System - L.M.I.", approved on
07/05/12 and expiring on 03/25/14.
Jaime D. Gaseon, P. E.
Product Control Section Supervisor
NOA No. 13-1112.08
Expiration Date: March 25, 2019
Approval Date: December 26, 2013
E-4
• •
• •
47 I/2'
— MULL SPACING
30 1/0'
(AO
HEAD/SILL
CONNERS
• 124 1/2'
OVERALL WRIER
al- n•
30 I/O' 30 I/O'
•.... _..o.l OPG,......-•. ., U.L. ONO.
1r31 ON THREE ANCHORS
AT EACH 510E OF :AA10/MULLION
SCE SHEET 6 FOR CAPACITY
N`X. 453_ALIIM. WINDOW {FATAL SYSTEM (L.M.L)
MIS SYSTEM I5 RATED FOR LARGE & SMALL MISSILE IMPACT.
SHUTTERS ARE NEW REOUIREO.
CODE REOUIREMENES FOR SAFEGUARDS MUST BE OBSERVED.
THIS PR001ACT HAS BEEN DESIGNED AND TESTED 10 COMPLY WITH THE
REOVERE?lfN1S OF THE FLORIDA BL6LINNG COOS 8NCUJ0INO NIGH VELOCITY
HURRICANE ZONE (HVH7).
ANCHORS SHAA. BF AS 115TED, SPACED A5 SHOWN ON OEIAIL5, ANCHORS
EMBEDMENT ro BASE MATERIAL SHALL BE ERROR) WALL DRESSING OR STUCCO.
ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETARS ARE
NOT PART OF THIS APPROVAL.
MATERIALS INCLUDING ITUI NUT UMBEL/ TO STEEL/METAL SCREWS, TEAT
OWE INTO CONTACT WITH OMEN DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF TIES: FLORIN BLDG. met :.FUTON 17003A.4.
a9IEP.2
STEP 3
3,/8'
10' W.X. TVP.
At �NCAD(`.Alt
_AW
000 0R THREE ANCHORS
' SEE'
` E SHEET 6 FOR CAPACITY 45'
f:.l. DPC.
,i CNOeED_
15j8
.. }...}...._ ''tom.. _.{....;
SILL
CORNERS
TYPICAL FI FVATIONC
TESTED UNITS
INSTR(, CTIONS'
USE CHARTS AS FOLLOWS.
S3E3 T DETERMNS DESIGN VAN0 LOAD REOUD1EMENT BASSO
ON WIND VELOCITY, ROC, 11E/01Q. WINO ZONE
USING APPLICABLE ASCE T S1ANDAYO.
SEE CHARS ON VIER 3 FOR DESIGN LDAA
CAPACITY OE DESIRED CLASS.
:]PECK WA.VON CAPACITY TOR A GOWN SPACING AND
HL1U1t US1NC CHARTS ON RIMS 4 6 5
THE CAPACM SHOULD EXCEED ENE DESGN I.D.N.
USING CHART ON SHEETS 6 SELECT ANCRAIP OPTION
VAIN C(SIGN RADAR MORE MAN DESIGN LOUD SPECIFIED
N STEP I AWE.
STF 5 E0R 0/J'ACR DE .UM05 VOM A+1HOAS 000 7 5EE
CHAR' TNf SNE.E` 0.
STEP f( 111E LOWEST VALVE RESULT.., V.A. STEPS 2. 3,
RR 5 SNAIL AW'.Y TO (MIRE SYSTEM.
I43 3/4'
TWO OR THREE ANCHORS
3--Al LAIR SEW 0F MOLOCH
SEE SHEFT 6 FOR CAPACITY
PROI UCT RYNRWF,V
plyhM with the 9*6*
*IWldNR C.n16
ASCL7.10V NO _2y
�T�rtYIWb
y..y;M^-8
• • •
...nd3xro4�J�• • • •
WINDOW WALL SYSTEM MIN CMS TYPES 'A` 4/ .D' ONLY
CQMPUFS WITH RFQUIRE*F•T• •f•ANSI Z. 7.1.
D.L.CNG-
1 sir
IOC MAX. TIP.
AT HEAD/SILL
• • • •
0%? .. •
•" 7.CAI'I: 4TED GL (S •
MISSILE I�AtCi►�1
•
•
•
nl
3d
• • • •
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1i•••
y
rmq
wo3-� d�
••••
aet T o1�91
•
• • • • • •
• • •
S11750NE
;OtXI CORNING 995
L...I/A' HEAT STREN'D GLASS
` 09O' KN'UERLATTS
3 SENT RYCIA5 BY '0IPON/'
i \` I (I /A' RUT STREN'D GLASS
1 1�Sil
1I
CLASS '1000 'A'
50909E
\ 99W CCRNR& ?55
` NU: STREN'0 GLASS
1 1 .090' INTERUYER
1 LWTAC',E PW DY 'DUPONT'
11
1 II 1 )/i- HUT St0000 GLA55
1 1\'
0A COWING 795
(;
OJA54 TYPE 'E'
NtiONE
�f)OW CORNING 995
l \ t/4' HEM STREN'D GASS
.090' INIERLAYER
SENTTOGUS DY'O19ONT'
HUT STREW() CRASS
LIARS TYPE
s1f5ON1"
T'AW 511NING 995
HEAT STREWS/ GLASS
ATL INTEREAYER
YF'TA CP
H
;\ ; Y USTMAY CHEMICAL C::.'
\1 i '\ Ii/4" HUT STREW()STREW()GLASS
\i
DOW CORNING 995
DIASS. TYPE.-'.P.'
SILICONE
DOW CGRNN 995
I/4' TEMP. CUSS
.090' INi0k1ATT.R
1l1 .07570 0TEAN k Q0LOR GIA`S
OY 'EA0IMAN CHEMICAL C0.'
SIUCAN0
IT008 CORNING 095
1..1/i" HUT S 9EN D GLASS
1 .187' ANTERUYEN
NRACON NRG-2
`97 NNACCN 710.'
1 \ I -1/4' HUT STREN'0 CIA55 g \ \ I .1/4' HEAT STREN'0 GLASS
GLASS TYPE_'C' G1,ASS..1'YYE..'Q:
SE.CONE
00W CORNING 995
i �gl
GUY15G..AOTAI4. AT 1AM9 ONLY
GLASS TYPES 'R' k
GLAZING OPTIONS
wiz
• •
• • •
•• •
• • • •
• •
• • • •
•♦ •
• • •
1A.uOluICO')LEN[K�y • • • • • • •
wMyum with 9H E WNw •
9:411w0C1`NO 4 • •�06 •
Amtpleme. I
•
• • • •�=R�i::
i••• •• ••.
• •
Apr NV. ;M
CM
CM. PE / '10591 • •
CAN. T5.39. • • •
• .••
♦ •
'� ,11 •
• • •
•• •
3•••••
i •
•
• • •
•
• • •
•
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i •
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•
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r
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•••• • •
• ••
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U88 DESIGN IAAO CAPACITY - P68.
CLA51 OE5102i I080 CAPACITY
NOMINAL 01
A. 'A100i
24
2r
39'
42'
45'
46'
91'
54'
57•
6.3'
66'
60•
24
2Y-
30'
az'
45'
44'
51'
54'
57'
60•
63'
14
27'
33'
36'
32.
♦2'
45'
48'
8'-
54'
5)'
66'
72'
GLASS TYPES
..... _ ... .'.... .........
TYPE 'A' TYPE 0' TYPP. 'C' I TYPE '0' TYPP, '8' TYPE P NOMIYAL M
1.11, (4) 16:. (4)
110. (-) Di'. (-)
85.0
95.0
txr. (i1
115.0 81A
115.E 810
115.0 81.0
?C 61.0
1150 61A
1150
A
81.0
81.0
1K1. (4)
RA. (-) M.)) E.1. (1) QI1. (-)
120.0 80.0 F74.0 It74
120........ .. ... _..74.. ...7..._
12pp $0.0 74A I1)-0
4._ 0
120.0 800 )4.0 17A
._....... 74. ........
120.0 860 I 0 174
0......_ _. 0 7,4..._ ...
129.4 600 )a.A 17.0
....120.............0.................74.........._'. __...
120.0 ,,. ....-MA 7a.9 IIYA
12G
._.70.._.........................__....__.
A AOA TlA IfT.J
115.0
115.0
115.0
115.0
115.0
6S.
.0
81.0
01.0
81
81.0
1200
1204
129.0
2GA
120.0
1200
1100
1290
1150
15.0
1150
115.0
115.0
1150
I5.0
81.0
81.0
810
1150
:15.0
.0
120.0
800
80.0
80.0
80,0
80.0
00.0
60.0
60,4
....................
850 74.0 117.0
130.0 74.0 1170
600.-__ 744 141.0
120.0
120.0
170.E
800 74,0 117.0
......... 1 1 ....
80.0 7f.9 7.0
,✓ .......
800 74.0 117.0
.....80................71.4 .......1177
mA x.9 n 7,e
E0A 74.0 117.0
80.0
_... _.__.............
e0C
L40
D00
80.6
0
115.0
115.0
115.0
115.0
115.0
'15.0
115.0
1150
115.0
115.0
810
810
81.0
01.0
B?A
1
1200
120.0
120.0
1200
120.0
120,0
120.0
1200 .....
I?OG
60.0 74.0
840............74.0
_..............._..
90.0 71.0
BG.O 740
80.0 74.0
80.0 74.0
800 74.9
800 -
AGO
II7A
117.0
17.0
........
11)0
t170
1174
1170
115.0
120.E 60A
Im....._, ........84._.....
120.0 6G0 -
1204 PA0 -
24'
27'
33•
au'
42'
48'
48'
78'
115.0
115.0
81
115.0
81.0
116.0
115.0
115.0
7.5.0
01.0
200 800 I40 117.0
I iOA AOA 740 117.0
120.0 60.0 74,0 11)0
120.0 80.0 74.0 117.0
0.40. NOON
74•
2r
33'
36'
36.
4a'
45.
48'
21'
77'
30'
33.
]Y'
42'
45-
24•
27'
30'
3.3.
30'
38•
47-
2r
30'
33•
30'
27'
30'
33"
36'
39'
2e
27'
30'
33-
36'
74.
2r
3p-
33'
DI'
102
114•
120'
TYPES
A
YPS '0
TYPE '➢' TYPE 'E'
C61: (4) FM. (f.)
MT. (-)
'" ..._. ..... 115:0..... 81.0
1150
115.0....
.._ y. 115.0
........ _.
116.0
..................... 115.0
. '. ............. 1154
115.0 .._....._.............1.._
- 1155.0
1154
1?50
.........._........_ 115.0.....
!t5.0
115.0
115.0
115.0
1150
115.0
t 15.0
1110
.15.0
n
.118..
115.0
.0
.50
1
15.0
...............
!a5.0
115.0
115.0
15.0
115.0
115.0
115.0
115.0
115.0
0
120A M0
120.0 BOA
810
81.0
81.0
814
81.0 120.0
81.0IIG.0
610 120.0
120.0
120.0
1
Al
1.0
810
!20.0
17
0.0
.9
120.0
.......
120.0
120.0
1200
610
15.0
5.0
5.4
115.0
810
81,0
1200
120.0
1204
1200
1200
120.0
120.0
89.0
80.0
80.0
600
80.0
4, (.) j 11.7. 4-I
74.0...1. 117:
74.0 117A
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1174
17.0
.....................
71.0 4. 1120
74.0 1 117.0
740 117A
A F' -
74.0, 1 117.9
710 F117A
40
120.0
0 74.0 17.0
19
120.0
1100
1000
1206
1200
80.0 74,0 117.0
SCE SHEET 2 FOR CtA71NG DE rA11_5.
NOTE:
CLASS CAPACITIES ON THIS SHEET ATTE
BASED ON ASTM F1300-.09 (3 SIC. GUSTS).
01.0 c.:.0.
M1071+ Ie 4i71•1
_ ..ODUCCAPN1i\l'I:U
.1un1419,9with 18e 4109.40
A P1an
T4Idi. 4'eeNoM1a4 _ 2�
(pi0n1 (lxlo l'1cc4:ct t'+ualol
69, 4..0 A141$5
cm
ILL PEI 38
cxuu.
W03-1031
• • • •
• •
• • • • • •
• • •
•• •
•
•• •
• • •
•• •
••
• • •
• • • • • • • •
• • • • •
• • • • •• ••
• •
• •
•• •• •
•
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• • • •
• •
•
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• • • • •
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• • • • • •
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1 AL-FAROOQ CORPORATION °'a '
ENGINEERS & PRODUCT DEVELOPMENT i gr
1235 S.W.ST AVE ■T
MIAMI, FLORIDA 33176 ':
TEL. (305) 2544f100 Mt(905) 0R?61TA I'�,...... C;
SOR:I'f'03-1C3ie'.
JAMB & MULLION DYRION LOAD CAPACITY - PSF
W'15*4U1 11106000, IL 1108120NIK5
JAMB k 11.11111021 DKYt4N LOAD CAPACITY - PSF
1NDg01 W1ENAKOh'C iO6E0NTN.5
NOMINAL ANS.
JAMB TYPE 'JI'
JA11E TYPE 'JD'
MULL TYPE 'DI'
MUl1. TYPE '42'
M 'IY TYPE 'M3'
NOMINAL 111115.
JAMB TYPF. 'Jt
1AM6 TYPB 32
NULL TYPE 'MI'
MULL TYPE M2'e.
ELTYPE 'M.1'
460111 (W) 1146.1E 18.896
Ex((0) 31 Yfi-(-)
48',(•) A 161,(..)
03',(1) k 1f,(-)
EYT.(t) k IK,(-)
CS7.(01
nrt,(-;
M6'M (4) 1, 46 E 11001-
FAL.(0) 31 :M11,(-)
EX1,(4) k 322))
F)1,(9 k 163()
LACE) h 119(
60(a)
1N1(-)
30'
1240
100.0
1200
120,0
1200
120.0
YJ• :
116.0
....____
1004
_...._ _
-
750
...
630
...
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1200
1000.........
1200
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-
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6333
61A
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120.E
120.0 ' 120.d
1
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+
115.0
MOO
18"
... ._.
120.0
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120.0
:20A
120.0 : 110.0...
48"
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109.0
-
75.0
530
8:.0
52• j
120.0
IODA
120.0
1200
120.0 174.0
be-
I
I000
-
-
63.0
BEA
60' '
IMO
IOOA
1204
1I0.0
120.4 1 1204
30'
115.0
100.0
-
750
63.0
610
26'
120A
1004
120.0
120,0
110.0 I 120.0
36'
115.0
1000
-
752 jjjj
63.0
814
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120.0
100.0
129.9
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120.0 i 120.0
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115.0
100,0
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-
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81.0
42'
1200
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120.0
20.0 120,9
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115.0
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750
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1200
100.0
120.0
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12a4 120.G
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62"
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.,, 750
61.0
810
1
100,0
1200
1100
120.0 i 120.0
20•
-
100.0
-
63.0
etA
AX 5 .ALUM. WINDOW WALL SYSTEM (L.M.L)
RC HOME SHOWCASE
I 2970 N.W. 75TH AVENUE
i M'AUI, FL. 33122
!Ca. (305) 392-6214 EA%. (788) A54-1552
120.0
100.0
120.0
120.0
120.0 1 1700
JO'
I15.0
100.0 ..............
-............................
J5.0.............
.._6.3.0....
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72'
120.0
100.0
120.0
120.0
129.0 I 120.0
-
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I ITD'
........._..........................................._-_
-
75.0
._._....................._._
63.0
.......__............_._
81.0
30'
30'
1200
100,0
120.0
1rJA
170.0 1 I2a.0
A2'
760 _.....................i00.................................................
100.9
-
J•0
63n
61,0
16'
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1000
120A
1200
1M0 1 1.00
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100.0
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61.0
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1200
100.0
120.0
110.0
f100i 1200„_.
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115.0
-
-
J5,0
61.0
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120.0
000
20.0
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f29.0
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100.0 ...._..
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200 t20.0
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63.0
81.D
66'
J 1200
1000
1200
1200
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1200
...
100.0
200
1204
700 20.0
1•
(!.4
1"1 5)
...
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30•
1200
100.0
1200
1100
700 . 120.01
- j
36'
1T0.0
IUOA
1M9
1200
200 OA
62' :,
120.0
100.0
120.0
200
....
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200 1200
HI
1E" :
120.0
MO.00
1200
204
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20
1200
1209 1249...
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120.0
100.01700
170n
j
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-
66'
72' !
170.0
120.0
1000
1W.0
1200
-
170.0
-
120.0 1 1200
639 8, 0
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30' ;
1200
100.0
120,4
129.0
120.0,
32" I
1200
1000 _.._
12110
120.0
170.0 ' 1200
42' I
fib" ) 8A•
1700
20.0
100.0
1000...-.
!20.0
200
_ 120.0
120.0
20,0 !20.0
200 t 120,0..
52'
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1000
200
!20,0
200 � ,29.0
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..._....
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1200
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116.2
116.2
.
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110.4
110e
110.4
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30• 1
1150
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• • • •
• •
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• • • •
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IAMB & MULLION MLWCN LOAD CAPACITY - PSP
MIN WTENMECV.IC ON070S.TIAB
IAMB & MULLION DESIGN LOAD CAPACITY - PEP4
661N 912E111400.7E N0B?ONO 5
1 S
J I
NOMINAL 131N5.
JAMB TYPE 'II
JAMB TYPE '12'
MOLL TYPE 'MI'
MM. TYPE '310'
MULL TYPE 'N,T'
NOMINAL AIMS.
LAND TYPE 'II'
IAMB TITS '12.
MILL TYPE 'M1'
MULL TYPE 'MY
Moll. TYPE 'M3'
AL-FAROOQ CORPORATION
ENaUNEERs & PRODUCT DEVELOPMENT
1293 S.W. 87 AVE
MIAMt. FLORIDA 33174L.
TE1.(209)204288FAX. (NDS}2E2a27s'
l
*0TN (WI
ALMA 1311
fXT.() A 1611-)
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Ext.(.) & W*',( )
E[I( ) & W {..)
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Ext.(.)
INT.(-)
SO'
38'
42'
ttl'
1200
1300 .. ...,....
T7.0tai10.0
....
110E ........
100.0
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.....
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1200
1200
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.. 120..
130d
20.E
121.0
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MA
1200
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1200
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30'
39'
13'
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115.0
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610
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120.0
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110.0
120.0
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120
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120.0
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120.0
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15.0
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75.0
630
63.0
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1000
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120.0
420.0
120.0
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75.0 ........63
63.0
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100.0
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81.0
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42'
46'
1200
1200
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120.0
10.0
120.0
20.0
120.0
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1
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120.0
48' j
-
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81.0
66'
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200
200
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72'
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130
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210
200
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120.0
20.0
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170.0
200
1200
1100
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48'
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120.0
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100.0
120.0
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120.0
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6069.1
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115.0
100.0
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115.0
115A
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42"
115.0
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• •
• • •
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• • • •
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ANCHOR DESIGN 10/131 CAPACITY - PRE
ANCHOR DESIGN LOAD CAPACITY - PRP
,-"---
345 ALUM. w:NOCW WALL SYSTEM LM'.i.14 II AL-FAROOQ CORPORATION i; a
, I, ENGINEERS Eg PRODUCT DEVELOPIREST ]1
1 RC HOME SHOWCASE !i f 1239 5.W. 87 AVE E f
2;70 NAV. 75Thz, AVENUE 11 t MAMA FLORIDA 933 74
, ' C
MIAMI, FL 33122 ,, ti 7111. mg) 2.4.4moo
19.. L3C33. 392-5214 FAX (783) 46. -1252 5. _ ST0REN1403-1C3RC,
2 45400083
• EACH SIPE MT JAM@ OR HELL
3 ANCHORS 0 EACH . DE Or IAEA OR ISIII
2 ANCHORS II EACH SIDE OP JAYS OR HULL
5 ANCHORS 11 EACH lilla OF JAMS OR MULL
I
5/8" MAY.
DMH SPACE
6/6• HAL 44440 SPACE
We MAX. SEM SPACE
Sir MAX. SIMI SPACE
3.te HAI. SHIN SPACE
5/71- 110. SHIM SPACE
3/6. 11.0. 61104 SPAC/15/8. MAY. SHIM EPACT
NOMINAL 02942._
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161. (-)
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EXT. (1)
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30- 1 I
00.0
220.0
7200.
111.8
120.0
120.0
170.0
30'
120.0
95,0
120,0
66,4
170.0
1200
120.0
91.6_
36' 1
120,0
2200.
7204.
94,0
t70.0
120.0
_120.0 _
7200.
7200
36"
120 0
,
79.9
_
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08.3
i700---
111.9
1200
624
42. i
HY ! wr
120.0
1200
116.5
101.9
1100
1204
806
70.5
I20.0
1 XID
Imo
120 0
1200
1200
2200.
105.7
4/'
46.
102"
120.0
100.2
66.5
50.9
66.3
75.5 -
47.4
41.5
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1200.
2028.
MO
1200.
I2,1.2
71.1
68.2
54. i '
1204
20.6
114.0
61.7
1204
1200
120.0
94.0
54'
57.1
51,1
97.1
36,9
1260
74.9
100.0
S5-1
60. i
1200
01.5
101.0
56.4
170.0
1704
170.0
84.6
141'
1204
90,6
1140
62.7
1700
1204
120.0
94.0
66* i
72' i '
120,0 ,
2200.
74.1
67,9
03 3
525
533
47.
120.0
120.0
111.2
10,9
120,0, ,
1200
76.9
702
35'
42'
tor
1240
117.1
766
64.7
960
111.6
52.2
44.6
320.0
120.0
1136
97.1
2200.
220.0
26..4 ...
87.1
30. i :
120.0
1240
170.0
102.5
120.0
.120.0
120.0
2000.
46'
1012
56.6
71.3
.142
3200.
64,9
106.9
50.7
36' 1
120.0
1/0.0
120.0
056
120,0
110.0
120.0
120.0
30'
120.0
55.12
1060
59.4
120.0
2203.
120 .9
02.0
47
45' 66'
120.0
120,0
2052.
92.6
120.0
116.6
73.2
64.1
IMO
2004
120.0
1204
120.0
1200
2090.
263
1,6
17.
114.
120.0
111.7
71,5
01.3
90.0
77.2
49.5
42.4
120.0
2200.
107.)
92.0
120.0
115.7
/4.2
63.6
54'
220.0
82.3
1013
57.0
1200
2200.
1200
55.4
45'
97.7
53.6
67.5
37.1
120.0
644
101,3
55.5
6.3
120.0
74,1
93.3
51.3
120.0
2232
170.0
76.9
30'
1294
61,21
102.6
56.4
120.4
1204
120.0
I 64.6
66'
72'
120.4
1190
574
61.9
84.6
""042.7
46.6
I 230
120.0
101.1
97.7
2200.
116.5
61.9
i47.
35
,tz•
120.
1200
005.1
67.0
55..2
86.5
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47.0
403
120.0
120.0
101.9
47.4
120.0
,__029.9
70.5
60.4
32•
120.0
1204
04.0_
120.0
1204
1204
2204.
48'
. 22.0
120
2140
35 3
120.0
764
18.1
52.5
30. 1
170.0
113.2
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1740
26.1
7202.
120.0
120.0
2204.
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1200.
77.6
414
53.7
2200.
116.5
1104
60.5
.12. 1
120.0
0/.0
120.0
67.1
121.1.0
120.0
3200.
100.7
35'
126.
227.0
61.7
516
14.1
1204
97.1
120.0
67.1
45"
72'
120.0
BA 0
1549
58.8
2200.
1200
220.0
55.!
42.
1031
55.5
00.8
38.4
2200.
03.2
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57,5
54' 1
1200
75.5
95.0
52.2
1200.
1E3.3
110 0
78.3
46.
61.4
48.5
61.1
33.6
120.0
72A
036
60.3
60-
770.0
57,D
65.5
400
1260
101.9
120.0
70.5
66'
77'
112.5
103.7
51.6
566
718
71-1
A?..1
39.2
120.0
7200.
91.7
54.9
116.6
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55.7
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1200
120.0
1200
56.6
120.0
1200
1204
120.0.
1.
30' 1
1294
M.
7200.
72.3
1200
1294
120.0
108.4
I
42" 1
46. 76-
1204
1200
59.6
764
117.6
0.7
620
64.2
_120.0
120.0
120.0
- 117.6
120.0
-3200.
92.9
51.3
2,1
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I
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1
I
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54' i
60" 1
120.0
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09.7
62.7
87.7
79.0
48.2
43.4
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1200
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94.1
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1164
71.3
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1200
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42' i
161.2
104.7
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2200.
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120.0
226
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54. 1117.0
60' 1
106.1
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66. 1
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62.1
66.6
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99.9
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120.0
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MULLION
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90.6_
77.6
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58" i
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3700
67.9
60.4
655
760
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114.0
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62.6
TWO ANCHORS AT EACH SIDE THREE ANCHORS AT EACH SIDE
OF MULLION OR JAMB OF MULUON OR JAMB
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3
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2 1
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60' 1
99.0
544
66.4
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SEE ELEV. TOR ;AAfNO-��'. (f\
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TYPICAL ANCIISIrs
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PROMO
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METAL STRUCTURES NOT BY RC HOME SHOWCASE
MU5T SUPPORT LOADS IMPOSED BY GLAZING SYSTEM ANO
TRANSFER THEM TO THE BUILDING STRUCTURE.
'TYF',IILA.G.. AN4}IORSSEE ELEV. FUR SPACING
i/4" NIL11 KWIK-CON II (Po-163 KSI, Fy-R] PSI)
DIRECTLY INTO CONCRETE
15.. E/8" MN. EMBED INTO CONCRETE
1/170ILTj_L(WIX- EI 5 Ii ORKL*KM SCR01S (- -S2 PSI, fy-I20 KS)
INTO METAL STRUCTURES
STEEL S/A' T1TK, MIN. (Fy = 36 K51 MIN.)
ALUMINUM 1/R` THK. MIN. (6063-T6 MIN.)
(STEEL IN CONTACT WITH ALUMINUM TO BE PLATED DR PAINTED)
ANCHOR P0RF TATATK5S
INTO CONCRETE '- 2-1; 2" MIN.
INTO METAL STRUCTURE 3/e MIN,
CONCRETE 1'c - 3000 PSI MIN.
MASONRY Ern - 1000 PSI MIN.
SEALANTS:
ALL FRAME CORNERS AND MULLION SEAMS SEALED
WITH SILICONE.
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l2VM5 Ni2*L
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ANCI XS
(—SEE CHART D04.343
FOR CMOC(TY
000. SHIM
SCE CHART D LOw
M,TH
L) 1�F J .1ALIHANCHORS
JAMB WITH FRA0F_NOWOWS
r 1 WHHOUi
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AND SAT 1N 4300 X]N CAYHY WITH 501000E
(5)i s
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EXTERIOR
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GAP
OPTIONAL JAMBS WITHOUT FRAM? ANCHORS
4Aa. SHOT SFE-CM40T BE4U(_
1;
B 4NC
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+t FOR CAPACOY
METRE STRUCTURE
'/S' NSi. THIGRNES0"
MAX. 1AM
SEE LHAST BELOW
MICA ANCHORS
'ill CHAR' 0W'N'
FOR CA ACM
JAM. ANCHORS DESIGN LOAD CAPACITY '. PSF
12' 04, IAAX. SPACING
I/1' MAX. SHIM SPACE
0/A' MAX. SHIM SPACE
0/A' MAX. SHIM SPACE.
TYPE 'A'
TYPE '0'
11TR 'A'
TIPS 'D'
TYPE 'A' I TYPO 'IP
BYHH (!)
EXT. (4)
INT. (.)
EXT. (4)
MT. (.)
EXT. (A)
MI. (.)
EXT. (4)
MI. (..)
M. (I) EXT. (.')
INN. (.) 1 INT. (..)
10'
12DD
....
20.0
.. 200
120.0
1211.0 1 120.6
...... .......
16"
INi.O
40...
12OA
20.0
IlO.0
120.
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110.0 i II?.D
2
IMO
1200
1200
1200
1200 014
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120.0
1200
120.
120.0
1200 I 8e0
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120.0
1100
120.0
113.0
12110 Nso
60
170.0
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.....
20.0
102.0
1200 ... 1 CA
66
20.0
120C
20.0
930
1170 { I AA.O
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120.0
120.0
1210
I 850
102A ...09.0
e' 0.C. MAX. ANCHOR SPAJNO
MSC,/ OAD CAPACITY .. 120 p&p
5/1ST MAX. SHIM SrACE
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111.08
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3250
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FRAME MEAD/SILL
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4.511
FRAME JAMB
U20
1.226
1250
1250-y
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1 _1
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b-LOOS
60 .. )
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13,i ! L3YT-.`_.I,Isp_
AL'. FRAME JAMB I
23
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5
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3.000
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a .; 6E.3
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2
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6063-IS µWAX OR LOOM.
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