HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online Pagel of?
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a +ii.:3RRL.ax.:'t��s;t�i� ,, xis'.,. �'_=L.:g:;bl:v_+.ct:.,,�t • t2PL'Se t:cin w.. ' APplicauon Detall
FL v FL111399
Application Type Neon
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer EGS International, LLC
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FI. 33009
(954j964-1441
engirleers2 SO I r'nisrf.conl
Authorized Signature iavad Ahn.ad
alfarcoq a;afceny.corn
Technical Representative Geary Zack
Add ress,/Phone/i mai! 313 , SW 'Sth Str el
Pernu'ckit Part-, f'i C!;°
(9!i4) 9ir7 1•I�iI
gEL y;cAetij ;i i iCCi n2.GG� 1i111i1:.00111
Quality Assurance Representative
Address/Phone/Email
Category Panel vlali5
Subcategory Storofront:s
Compliance Method Evaluation Report from a Florida Registeren Architect or a Licensed
Florida Proiessional Engineer
Evaluation Report - Nardcopy Received
Florida Engineer or Architect Nai le vrho developed Javad Ahmad
the Evaluation Report
Florida License PF 7C+�91
Quality Assurance Entity r•IaltCrta+ ACCrecirt:(atiarI ?c Mars69ement Institute
Quality Assurance COnlract Expiration late 1 /31; 2n I
Validated By Am:nad Ri.u, r+.f .
V Che!kf+ I. - .ia, lo,-,p RL'•celved
Certificate of independence
FL21899, f20..,C CJI SS :_Rgrn,p>rt,SgrjesA5OQ!+lum_Nr'VJ_ CI "1.._Q_;ipdf
Referenced Standard and Year (of Standard) StaIwimi
Y.taL
AAMA Ei01
Zoos
2009
[AS 201
1.994
f AS 20)
1994
TAS 203
t994
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online
r' Page 2 of 2
Product Approval Method
Date SW)mil'Led
Date Validated
Date Pending FBC Approval
C---, nr 12-1,frtc
Method I Dptior: D
02/16/2017
02120/2017
02/2.0/2017
FL It
Model, Number or Name
Description
21899.1
Rampart Series 5.500 Aluminum
Large missile impact resistant aluminum window wall
Window la l System
i system —V
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F1.21Ei99, f2 _II 55=R.alnpar[ Seriga S5 Q ALufrl WW,(LMIj
Approved for use outside HVHZ: Yes
_pVJG,VJ„1.6;_&6,,Pdf
Impact Resistant: Yes
Verified By: Javad Ahmad PE -1 70592
Design Pressure: +100/-100
Created by Independent Third Party: Yes
Other: See attached drawing W16-66 for span vs load
I Evaluation Reports
combinations and installation instructions.
F.1,2099,,._I10 r)[,._,$S_-,_R mpar� Series SC!0 /llum W�±_(Lhtl�.
-Pr�F
Created by Independent Third Party: Yes
21899.2 Rampart Series 5500 Aluminum
f Small missile impact resistant aluminum window wall
i Window :`tali System;
system.
Limits of Use
I Installation Instructions
Approved for use in HVHZ: Yes
R2.1 9,._RC kL. S_= Lijparl_$eri,Gs. 5509_nluin_WW,,.,(Stti�,
Approved for use outside HVHZ: Yes
DI^JG 4+J16 GEj,pAf
Impact Resistant: Yes
Verified By: Javad Ahmad PE F 70592
Design Pressure: +100(•13C;
Created by Independent Third Party: Yes
Other: Sec attached drawing W i6.68 for span vs load
Evaluation Reports
combinationsand inst,Ilr,tinn ins[ructnitis.
fl,7.iF9 ._P,0_F+F S _f.2.mpa.rfySp.rie 55Q0 11u_m WW (SMll
j•PAF,pdf
Creai•'_d by independent Third Party: Yes
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Cartar2_u_::: ?40: 31a_r x1gn.+Rorr.,'r,l!:U� :e_n,_ 2}9n P_hgne:859 7.1a24
Tne :tat,' 0f Flonda'S ar. AA/=!:O en-:p oYe-. yypyr_;r; 7C07-? is taSg o(, aa::: fnva5y�,4,latement ;; Arces%,bdity Statement :: Refund Statement
Under 1`10n04 law. eetaii ,Idd'ersin are : ubhc ;mo-:5 Y. You 00 not '.t an; ypur .. ann:a.'^.re:, refeatied inm5ponse to a public -records request, d0 not send
electronic mail to this entity. Instead, contac thn• o'bce by prone cr by tracmbnai ma .% V you nave any questions, please contact $50,487.1395. 'Pursuant to
Section 455.7.75(1), Florida Statutes, effective octobrr 1, 211:2. iicen5ees licensed under Chapter 455, F.S. must provide the Department pith an email address I'
they have ore. The emails provides may be usee fcr aff:ual communlcatibn .1th the licensee. However email addresses are public record. If you do not veish to
supply a personal acdres5, please Dr0vid0 the Deparuneai .1. t art email address which can be made available to the public. To determine it you are a licensee under
Chapter 455, F.S., please click h rg•.
Product Approval Accepts:
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Safe
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ANC4CRS TYPE A. a OR C
3 A' EA'H JAMB
SEE SHEET I
TYPICAL ELEVATIONS
n I nPNr W Fm,
ANCHORS TYPE A 8 OR C
3 AT EACH SIDE Or MULLION
SEE SHEET 3
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ANCHORS TYPE A 8 OR C Z Ul 11
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SEr SHEET Z,'�
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DAYLITE OPENINGS SINGLE '0' PANE
L-
RT—..SEHIES 5500
DLO WIDTH AA FRAME WIDTH - i.SG-
Al_li�il�h'�i 1�'1�T)011._-11�LL SY'STE�t [S_Ai,l-)
r.LO HEIGHT --RAME HEIGHT - 5.50•
THIS PRODUCT HAS BEEN CFSIGNEO AND TESTED TO COMPLY N:TH T1•E
REQUIREMENTS OF THE 2014 (511• EDITION) FLORIDA ELILDING CODE
PPOL'LI.",T COMPLIES Willi REQUIREMENTS OF ANSI 297.1
r .o
IttCLUDis. HIGH VELOCITY HURRICANE ZONE (HNIZ).
7-
'a
1SY OR 2BY WOOD BUCKS L• SUCH =ASTENERS BY HERS, MUST 8E
DESIGNED AND INSTALLED ADPRODUCT LOADS TO TRANSFER APPLIED PRODULOADS
THIS SYSTEM TS RATED FOR SMALL MISSILE IMPACT.
a
TO THE BUILDING STRUCTURE.
F.B.C. APPROVED IMPACT RESISTANT SHUTTERS FEOUIREO
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON CETAILS
INSTRUCTIONS:
FOR NSTALtATI0N5 LP TO 30 FT. OF GRADE.
AND INSTALLED PER MANUf• S INSTRUCTIONS. SPECIFIED EMfiEDMENT ?O BASE
JSE CHAR-5 AS FDELOWS,
SHLRTERS NOT REOD. FCR INSTALLATIONS ABOVE 30 FT. OF GRADE.
- �
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
---•- -
_.. - _..___
:��o
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
STEP 1 DETERLutIE DESIGN WIND PRESSURE REQUIREMENTS BASED
FL JJLLy 1899
' ;
ON WIND VELOCITY, BLDG. HEIGHT, \MIND ZONE USING
ll
�s-'•9'
•..,
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND IRON -COMPRESSIBLE.
APPLICABLE ASCE 7 STANDARD.
__ _._._.._ .__ _ _...._ ___—____________ =IIlllr/�
-:v:TAACTOP PES. I rcA AV
�ulo-�
MATERIALS INCLUDING BUT NOT LIMITED 70 STEEL METAL SCREWS. THAT
STEP 3 CHECK DESIGN l0/'J CAPACITY FOR A GIVEN SPACING
- TO W. Yrt:E T-[ SC1CuAL `I,acr.rF •
�•.,^.4i tc:G•I [r .•.C• BASED CN
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COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL M£_I THE
STANDARDS.
AND HEIGHT USING CHARTS ON SHEET 2
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REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE @ ADOPTED
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, ' e. LIFE SAFETY OF THIS PRODUCT. ADEQUACY
RE RECEN'NG THIS PRODUCT AND SEALING AROUND OPENING FOR
IMF CAPACITY SHOULD EXCEED THE DESIGN LOAD.
I
! �STE(' 4 �`r' ITS ON SMELT 3 SELECT ANCHOR OPTION
WITH DESIGN LOAD CAPACITY MORE THAN DESIDN LOAD
! en INIs lR1Cl:url:T
?,- !..5 aApDu:T IN. InTrr: ct_ImLr:T •u RS ross+Evrn
4TCKo OT H1Y vC"s �` No. 705n -
yc-VT SICCA,C rROACT. SHAU bE PREPARED T A FLOP CA ALGC,CRr,-. r'-? :•-
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111
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OF MUG- SPECIFIED IN STEP I ABOVE. UCK[A OA rre++TrcT -t- .-L RfCtvf T•T reGv1A a !,iL AD
WATER INFILTRATION RESISTANCE ETC. rca T.r PRo„-cc* w mo w.LL of ar�a.�e:c ro: Tr_ PAOPcn ' o ILi t „
CONDFM14S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, THE LOWEST VALL•E RESULTING FROM STEPS 2, 3 AND A La or +r2 r•.c.o CP %OCR c RECORD. Arax AS , DCLEGTCO:i�•}1 ASr�J "---
AND 10 BE REVIEWED BY GUIDING OFFICIAL STEP 5 iNAT IXCF1D THE DESIGN WIND PRESSURES DET'E7iMNED rx...xA ID iw P.r.L r..c .Trn SHu. suRl.r To T.e ,rTTEA I+C sCr, ` �C�N'•,• _ V�i rdrowiny na.
T11RU STEP 1 SIW1 APPLY TO ENTIRE SYSTEM. SPG]rtG LAArJ:GS rCR AW{v. .( LOR•' \
WWUFACTUREWS LABEL SMALL BE LCCATI D ON A READIY VISIELE LOCATION IL
: C:r �/ ' wj E-6S
IN ACCORDANCE Y•TTH. SECTION 1710.83 OF FLORIDA, BUILDING CODE i1G PGoP.�r._'�_l C~Tr;a,cC4 :r-FC�D PItiPnC_J R ;'��5�` •••••• ` - --
LAJ3ELIrIC TO COMPLY WITH SECTION 1710.0.2. FDETERM�NE THE uw• k�wAX GAP DIMENSIONSJw85, USING SLLrET 5, _----•-- c„ AA 11 I \ \�`j
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----------------- RAMPART SERIES 5500 WINDOW WALL (S.m.i.) -FAROOQ CORPORATION
CN 0 INEFIRS &PRODUCT DIEVELOPM ENT
EGS INTERNATIONAL, LLC 9380 SUNSET DRIVE. SUITE 220
3133 S.W 25TH STREET
MIAMI, FLORIDA I LGRIDA 33173 (V.A3638)
PEMBROKL PARK, FL. 33009 TEL. 130r;i 2 FAX.
TEL. (954) 904-1441 FAX (954) 'J54_153" . ..... �Oo.
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n
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
METAL_ TYPICAL ANCHORS
STRUCTURES '• SEE SPAC
CR SPACVHG
.. I EDGE
WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOAOS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPIC-ALL ANCFIOP.S: SEE ELEV. FOR SPACDHG
TYPE 'A'- S/16' MA UITRACON BY 'FLCO' (F-177 KSI. Fy-155 KSI)
THRU IBY OR 2BY BUCKS INTO CONCRETE
1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL)
Aur'-uOR FDGF DISTANCE
INTO CONCRETE - 2-1/2 MIN.
INTO WOOD STRUCTURE 1' MIN.
TYPE 'B'- SAS' IT ULTRAGON BY 'FtCO! (F-177 KSL Fy-155 KSI)
DIRECTLY INTO CONCRETE
2' MN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANES
INTO CONCRETE - 2-1/2- MIN.
TYPE 'C'- 5/16' Dla TEKS OR SFIF DPotUNG SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL)
1 ALUWNUII: 7/8- THK. MIN. (6003-TS MIN.)
STEEL: 1/8- THK. MIN. (Fy a 36 KSI MIN.)
(STEEL IN CONTACT WIDI AWMNW TO BE PLATED OR PNHTM)
_4WCHOR EDGE_ DLSTANCES
L INTO METAL STRUCTURE=1/2' MIN.— — — —
WOOD AT HEAD OR SILL SO - 0.55 MIN.
CONCRETE AT HEAD OR SILL fc - 30DO PSI MIN.
�I
jl F.B.C: APPROVED
II MUWON k MULLION ANCHORS
II SEE SEPARATE APPROVAL
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FRW .107. GA.- W.-W
SEE NOTE N07E
BELOW
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LAI n 13.
NOTE.
MAX -OvEmENI STRETCH.
PLEASE REFER 10 SEALANT A UF4CTUREJVS DATA AND APPI:CA' . ON
MA4JAL FOR COv"'A! 1-- Or SEAI.ANT TO SUBSTRATF A mNOnww I
MATXRIAL/F,N1SH FOR WARRANT,.
REFER TO AC -117-10 FOR COWRUCOO?4 IOLUVINCES
AL-TERUAIE SLALANT!, Al JAMB GAPS CAN BE DESIGNED BY ;c
ENGINEER OF RECORD BASED ON "NuFACTuREA WOE uNES
GAPS LESS KHAN 1/4- UAY BE DESIGNED BY NGINFFR OF QrCORG BY
THE USE OF BOND BREAKER TAPE OR 132 OF GAP FLOWED UOVEYEN7
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Sealed OZT16-17
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PART NTpVBER
QUANTITY DESCR1P71ON
UATIEMAI,
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X '7_� ADJUSTMENT MR AT SILL
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AT Top O� JAMM� el MILLION
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1.812 .350 L
! .125
5.562
4.1.78
RETAINER CUP
T
1.672
1 1.375
1979
DALE IAUWON
ANCHOR CLIP
EXTERIOR vERT. SPACER
SCALE 1-.1
1 .590
.459
A.Lt
291
EXTERIOR HORIZ. SPACER
INTERIOR WEDGE GASKET
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EGS INTERNATIONAL, LLC 1 ENGINEERS & PRODUrT DEVELOPMENT
93BGSJNSETDRIVF.SUrrE220
3133 S.W. 251H STREET MIAMI. IFLORIDAW!173 '1538)
PEMBROKE PARK. Fl.. 330
0
9
11 TEL 00 )26"100 FAY.005)20"97B
I(L (9:.4) 964-1441 FAX. (954) 9114-1333 r- I -
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ORPORATHON
k CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61 G20-3 o METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25r" STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM
Maximum Panel Width: 72"
Maximum France Height: 120"
Maximum Load: +100 P5F, -130 PSF (Small Missile Impact)
Installation Drawings #t W16-68
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum parameters do not occur simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used h Yes —No
Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS-02/TAS 202)
i. TEST
bESCRIP'l I0N
(LSl LOCATION
TEST REPORT
TEST REPORT $
r EST,
t
•�
DATE'
�
SEALEDBY
ASTM E283
Air Infiltration
Architectural Testing
02/1.4/2.0:17
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Tasting
~ 02/14/ 2017
G3802.01-450-18
Joseph A. Reed, PE
or ASTIVI 5-17 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
ArchiitIcttrral Testing
_
0.2/14/2017
G3802.01.460-18
losephA. Reed, PE
TAS 2.02 ...........
Air Pressure
_._.____......_
.__..._._.._._---_-__._._._.___--_--—:_.__-..._.._.__-__.._._.._.__..__�__-_�.__.__.._.r.__...._�
__._._..
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
1 NEST _ #
DESCRIpT10N
- IESI LOCATION
'TEST.IREPORTTCST,
tom,
DATE
REPORT,,il
FBC 1626.3
Small Missile
Architecrural 'resting
j2/14/2 017
G3802.01-450-18
Joseph A. Reed, PE
(TAS 201 & 203)
Impact & Cyclic.
ANSI Z97,1
Under the limitations of the attached installation drawings, to the best of my knowledge and ability, the above
product conforms to the requirements of the 2014 Florida Building Code.
Evaluation Report Engineer:
Javad Ahmad PE It 70592.
AI-Farooq Corporation EB 13538
�, ru,a; sealed 02-16-17
, iU���
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305-264.81.00 IF: 305.262.69"8 1 ww�^ afrenFycgrn I alfaroo�C Pafcene.com