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Product Approval
USER:Public User
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FL
Application Type: Ner;
Code Vernon 2014
Application Status Pending FBC Approval
.Om rtl e,I is
Archived
Product Manufacturer EGS international.LLC
Addres>/Picone/Email 3133 SW 25th Street
Pernbrokc,Park,FI.330,09
(954'.9611-'a4 1
engineers2501@ntsn.con1
Authorized Signature )avail Anmad
alfarooq. afceng.com
Technical Representabve Crary lace.
Add ress/Phone/t n.,,,0 3133,5:'�'Sth Strr'r.t
(90;:190.+ I1+1i
ga^y r;�;s;iicrn.:ibOraliic.ccm
Quality Assurance Representative
Address/Phone/Email
Category Panel Wal.;
Subcategory Storefronts
Compliance Method Evaltrabon Rv;)ort from a Florida Registered ArChrtcr t or a Licensed
Florida Processional Engmeer
Evaluation Repor;-Hardcopy Received
'Florida Engineer or Architect Name who developed Javad Anniad '
the Evaluation Report
Florida License P_--70.91
Quality Assurance Entity MattiiQen)ent InSbiute
Quality Assurance Contract Expiration Elate I1/311,2O1.'
Validated By An m�,jd R::::,:A.E.
V f-ihdat,u-Checkiis, i-?_rdc()pY Reran-.,_,.
Certificate of Independence FL21899_ko..Caj Si : RarnR-irt Series.y5509.�lu0n ,VVJ_:Cl?O1._pdf
Referenced Standard and Year(of Standard) SY:u atc1 Y-qaL
AAMA 501 2005
rdSi 7 1 7009
I Aci?ii l 1994
IAS tV 1994
TAS 11)31 1994
Equivalence of Product Standards
Certified By
Sections from,the Code
]1tf]3S:II p1'IC{ablll]dI]I€.OI'f I]]1'/]al'_a[)]) 11',l0P... rr28/2017
Florida Building Code Online Page 2 of 2
Product Approval Method Method I Opbor D
i)ate St;orrlltU3d 02/16112017
Date Validated 42/20/12017
Date Pending 1713C Approval 02/7.0/2017
Summary of Products
FL It Model,Number or Name Description
71899.1 R<a'zparr.Series 5:5001 A(un.lnurrt Large,missile impact resistant aluminum window wall
Wi,dow`.'Jai Syrm,-rn —3 system,
Limits of Use Installation Instructions
Approved for use in HVHZ:Ye; FL?1899.,_RO,l[_55=R art Series 550Q J�Itlm WW(lM1)
Approved for use outside HVHZ:Yes R+ Vll,fi fz6.,pdF
Impact Resistant:Yes Ver!r ed By )avad Ahmad PE>` 70592
Design Pressure: +100/-L00 Created by Independent Third Party:Yes
Other:See attached drawing W16-66 for span vs load Evaluation Reports
combinations and installation instn;cbons. [l 211.1399_110 11[ SS_-„Rp_mpart Series SSQQ Alum 4VW(LhiT�.
i-PAI ,p�(
Created by Independent Third Party:Yes
21899.2 Rampart Series 5500 Aluminum Small missile impact resistant aluminum window wall
i Window Wall System i System.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FI,21891.9_R0.-,_IJ.._SS ,Rr3mpa.rt_$erigs_550JIu1J?_WW_(Sh1i),
Approved for use outside HVHZ:Yes DNJG 1"1116 GE3_pdf
Impact Resistant:Yes Verified By:Javad Ahmad PE 9 70592
Design Pressure: l 104/•13" Creat d by Independent Third Party:Yes
Other:See attached drawing'Al 16-68 for;pan vs load Evaluation Reports
combinations;nc installattan in:iS u t nr.r, f-1,2 899„1 0 AF' SS Rar7J?ar Sertes_SSDDv ltum W4V(S�tIJ
i PA�,pdf
;treated by independent Third Party:Yes
O.di Ndxl
C,,rtar_t_U_<::2;,p_;414_01 sSns, �r�+laras,.za ri._ ?9n!+hrne:8�ri-437-132 4
Tnri 7,1.1t,CIFio,,Ca ;ar.AA-:C. elm-.e 7r537 J`i3tae All,,_ v.fir iY S a•emgD{::Arcerbihty Statomen:::Refund statement
Und•+r Flcn„a law,ffinai adCre•55i s are rntbi,c�• I:'i-..:1C,;qtr :I�„ry;y(,released in:espouse to a public-records request,do not send
electronic mall to 41is entity.Instead.crntao..the�o f.w by pf'one or ny tfadiuonal mar,,Ir yoi:have any questiuns,please contact 350.4 37.1395.'Pursuant to
section 455.275(1),Florida statutes,sfrective Octob+r 1,2,lie.licensees fcensed under Chapter 455,F.S.must provide the Department with an email address it
they rove ore.The email,prcrded may he use•3!c;afl::;al cara!unieation,v th the licensfe.flowerer email addresses are public record.Ir you do rot wish to
supz:fy a personal aac.-c .plp35e pro,ijo th;Dena=tilt. .'uY an email address wlmh r1.n be made available to the public.To dote rnine if you are a license,under
chapter 455,P.S.,picas^_clack h,,,a�•,
Product Approval Accepts:
Safe
littps://floridahuildiiig.or170ph'pr_ app 9Qz't't6YQlirJOP... 3/28/2017
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3 AT EACH SIDE Cr MULLION A EACH JAMB
3 A, EA-, ,Awe irry"HrEl 2 1 Q
SEE SHEET 2 SEE SHEET 3
TYPICAL ELEVATIONS .12LYIT��TlNt SINGLE '0' PANE 7-:
RAMPART-SERIES -5-500 DLO ME WIDTH - 4.50"
rLO HEIGHT -RAME HE:GHT - 5.50'
THIS PRODUCT HAS BEEN CESIGNED AND TESTED TO COMPLY'N.TH THE
REOUREMENTS OF THE 2011 EDITION) FLORIDA ELILDING CODE PRODUCT COV.--'IES WIT11 REOLlm-REM[NITS OF ANSI 297.1
INCLUDING HIGH VELOCITY HURRICANE ZONE
ISY OR 2BY WOOD BUCKS-' SUCK -ASTENERS BY OTHERS. MUST BE
DESIGNED AND INSTALLED ADCOLIATEILY To TRANSFER APPLIED PRODUCT LOADS THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT.
10 THE BUILDING STRUCTURE. F.B.C. APPRGVEC,IMPACT RESISTANT SHUTTERS REQUIRED
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOwN,ON rCTAILS INSTRUCTIONS: FOR INSTALLATIONS UP TO 30 FT. OF GRADE.
AND INSTALLED FER LW4UF'S INSTRUCTIONS.SPECIFIED EMBEDMENT 70 BASE JSE CHARS AS FOLLOtYS. SHUTTERS NOT REED. FCR INSTALLATIONS ABOVE 30 FT. OF GRADE
MATERIAL S-ikLL BE BEYOND WALL DRESSING OR STUCCO. I.. . . . . .. .. - . .-._ - .:--
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS 11410 WOOD ONLY. STEP I DETERLUNE DESIGN WIND PRESSURE REQUIREMENTS BASED FL #21899
G
ON WIND VELOCITY BLDG.HEIGHT,%VIND ZONE USING
ALL SHIMS To BE HIGH IUFACT, NON-MLTALUC AND NON-COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD. ------
AJ-j
MATERIALS INCLUDING BUT NOT LIMITED TO MEL/METAL SCREWS. 714AT STEP 3 CHECK DESIGN LOAD CAPACITY FORA 1.
CNEN SPACING UA51E�C.,
N70 CONTACT WITH OTHER DISSIMILAR IMATERLALS SHALL MEFT THE AND HEIGHT USING CHARTS ON SHEET 2 n111—cl-=1 p—TC-.�'lle
COME
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDARDS. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. L�U-Elly
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
R-71A APOGuri r--aa:f4u-ENT wu BE CON-ICII'Arr.I.—I
FCR A SITE SPECIFIC PROJECI. i.c. UFE SAFETY Of THIS PRODUCT,ADEDUACY I STEP USN13 CHARTS ON SHELT 3 SELECT ANCHOR OPTION 1 .LTERr 01.11 VEMS No.70632
WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD JC-VIE ZI[CqX PaOl CT,SHILL Gl-E-A-W.1 'LDP�KGI-ICK,
SPECIFIED IN STEP I ABOVE. mlcr"',f, ^
OF STRUCTURE RECEm-NG THIS PRODUCT AND SEAUNG AROUND OPENING FOR It i I IIJL
WATER INFILTRATION RESISTANCE LTC. ; rcq 7mc Pmcci-o BE �tZr'l%S'!lVXU.'aEN'."F- I
CONDMO14S NOT SHOWN 14 ING DRAWING ARE TO BE ANALYZED SEPA*ATELY- STEP THE LOWES7 VALUE REsuL7*,r rRev STEPS 2.3 AND 4 Or 111E P.C.0 Cj�o NEER Or RCC�D.Aron IS A OCLECATCO
'T.�to 1
AND M EYE REVIEWED BY BUILDING OFMML. INE DESIGN WIND PRESSURES DETERMINED d PX.D S-U.Sua-TO 7wS 1tt(`R I-E%rC �k F
4�: drawing no,
MANUFACTUREROS LABEL SHALL BE LCCATED ON A READLY'ASIELE LOCATION TmRU STEP I SHALL APPLY 70 ENTIRE SYSTEM. SKOnC VPAwNGS FCA 4iV&w- ...... W16-
or
IN ACCORDANCE MTVA SECTION 1710.8.3 OF FLORIDA BUILDING CODE. MEp_Q FOR SYSTEMS WITH UNARCHORED JAMES.USNC SH G-Ts A.C.C.1�FCA-�c ne �-8j
L4sajmG TO COMPLY WITH SECTION 1710.8.2. DET
THE MIN.&MAX GAP DIMENSIONS.
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`L 'c� !JA!'ART SERIES 5500 WINDOW WALL (S.t+.l.) AL-FAROO CORPORATION �
- ';. ENOINFFRSAPRODUCT DEVELOPMENT !
(��• - I EGS INTERNATIONAL, LLC
I 0 1__ +-.', -' —1-'-----' "• 9360 SUNSET DRIVE.SUITE 220
N m
fir, .. ,i 3133 S.W 25TH STREET MIAMI,FLORIDA 33173 CAA 3698 I
pl .�I- ---- - - ,; PEMBROKL PARK, FL. 33009 ' TEt.L3o�Isua-esDo rAX.t3as)znz$97a j1� c
.V co o TEL.(9`N)504-14/1 W. (95.)964-1533
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ENGINEERS&PRODUCT DEv0.0PMENT ! n.
;•iia« EGS INTERNATIONAL, LLC :9360 SUNSET ORWE.SUITE 470 TUT
wi 'o f"— "'"--'-"'',: �• -.---- �- .. _ 3133 S.W. 25TH STREET MIAMI FLORIDA332.T3
Mao
(ra.,v, tssa) �+�
PEMBROKE PARK, FL 33009 i aE�laoe,z�aaoocA:.laos7x7aoa6
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�v P o`I'•of +' TEL (954)964-1.41 rAx.(954)964-1,,}}
.__.__..... .. ..... .. ......__.._._. COMP-fN7LW16-66EGSJ
TYPICAL ANCHORS
n:!IANt�� ED�C•£Ob " 19Y OR 29Y �- TYPICAL ANCHORS fl
Vt00 BUCKS -SEE ELEV.ScE ELVSTRUCTURES ---_- -"
FCR SPOC FOR SPACING ----------------------
EDGE
- -
DERTEKOR
SiWAO
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------------
~61 PtS
__... - 1tA +tY __.i •pQy
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i tYPtCAANCHORSOa aa"SEE EtEV. _SEE ELEV. p d CI o !.
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FOR SPACING FOR SPAC= �+C in
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WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
{1} MUST SUSTAIN (CANS IMf>O3,E-:) BY GLAZING SYSTEM
c�_•+, J
AND TRANSFER THEM TO THE BUILDING STRUCTURF. ;4 N 4
W 3
j
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)LE C'at._It YCFiUF_i,.S: SEE ELEV. FOR SPACINO !�- n
TYPE'A`- 5110 DIA ULTRACON BY'Et O' (tu-177 XSt.Fy-155 KSS) 0.�,('n' w
THRU 18Y OR 28Y BUCKS INTO CONCRETE
1-1/4'WIN. EMBED INTO CONCRETE (HEAD/SILL)
" E'OCF DiSTAN FG 1 I
INTO
,% C � � •__ _- CONCRETE
/2" MI
INTO V00STRUCTURE i'M._I
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TYPE'9`- 5j16'DLA UtTRAf.ON 8Y'FIC (Fw177 KSI.Fy-155%SI)
DIRECTLY INTO CONCRETE
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i i-
. + + U' aNr'NriR EDGy'.47STy..ANS:�: ..._
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INTO CONCRETE - 2-11/2'
_ MIN 1
r•rTYPE'Cl- •z5fi6'Dts TEKS Oa cF,c DRILUNG SCREWS (GRADE s CRs) !.Sib I
tl
No 216-17
TBi ';mil S INTO F.B.C.APPROVE MULLIONS 7}tUttjj;•., Imo -J
j, Io 1
INTO METAL STRUCTURES(NEADj5tt1)
'E-"--_"- l T••� ALUMINUM: I/e'tHK, MIN. (6063-15 MIN.) r,�
.i.__..__.. STEEL 1/8"TNK_ MSN, (Fr o 36 KSI MIN.) ! Iy 4 R
n 5 �tl(' • (STEEL IN CONTACT mrm ALOum m TO DE PLgEO OR PAimm)
X•I'•. I aNCHO$�.,)]�faNCFS $ �i`d�� ,,
n •7YPICNLSEECH - ` I - INTO METAL STRUCTURE - 1/2'MIN.
FOREAE DIST..
SPACING warm—Ar 1iFFaDD oR su Y I - Mw.
o.s5 SO. '� - \ •• .....a10*.•' ` T
` .. Yau�� W16-68
CONCRETE Ai HEAD OR SRL f'e ..3000 PSI MIN. FL #21899 � 1,,.% r9rioei dot 77 -
l11111�,, __
RCMFCRCING AS READ.
0�� ul
--SEE SHEET 2
FOR CAPACITY Y
eT2 X 3/.-TEKS o r is
(2)AT EACH END_,
C. (1)IN BETYEEN � -. V ;O N F,
ft
4 j(LENLTH = 2/] OF SPAN) f•
'. AT 15-O.C. � � �� +a �`' �
\ °o-ry
WOOD e'CR
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gat I
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;
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!i7! f z r i
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It OPG - DL GP- 3:
SILICONE •- V7`�
DOW CORNING 790
OEPTH� 1/4'MIN. fn
1/2�MIN. 1/2-MillI W Z IO Q -
1.MAX 1-MAX.
�p FRAME --D7r CA. I N W
SEE NOTE .. .. SEE WE !Z
G0
BELOW BELOW �x.— 0
p (I n
LJ
w�7a
NOTE
MAX.MOVEMENT �LNSNLNLO-1002 STRETCH.
PLEASE REFER TO 5EAL:.:1 MANUFACTURER'S DATA AND APPI:CA.CN
MANUAL FOR CoVPAIARL•--OF SEALANT TO SUeSTRATF A vnNDOr.'AII
WTERML/FaNISH Ar.'0 COVFLASCE FOR WARRANTY.
REFER TO AC'-117-10 FOR CONSTRUCTION TOLERANCES
ALTERNATE SfA1ANTS AT JAMB CAPS CAN 6E DESIGNED Bf ;c
ENGINEER OF RECORD BASED IMI MANUFACTURER CUIDE LINES
CAPS LESS 7NAN 1;A•MAY BE DESIGNED BY ENGINEER OF RFCORO BY 'a
THE List OF BOND BRLMER TAPE OR 192 OF GAP ALLOWED MOVEVEN7 '•M.
p. l
o;of
Sealed.02-]6-17 ^�
10£52 I'
•�T{'•• :A P r
f
drawing- no.
0 Yw�s—_ss'
FL #21899
ITEM v0. PARTA1'HDTR 4UANT77Y D6CRIPTION MATERIAL LANF./SUPPLIER/REMARO:S 1
tom----2.629--•y 1.250!^- {
1 EGS-F3 AS REITO. j FRAME HEAD/SILL 6063^T8 - pry it.
2 EGS-Ft 15 RC00. i GLASS SLOP
_� �_._..... {---
J EGS-F2 AS R£00 wLLE uULI.ON_ 6005-T5_ ` ^
. • EGS-Ft AS R£OD. +JAuB/FEWLE MULLION 6005-TS _.... 1 O
7.750 -r t .. _... ._ ., _.. _ .-.._.... _... T _ .... <1
1-��nJ- t.750 5 EGS-F6 AS REOD AGIUSTN£NT AETNNER NP,3'LONC ... 6063-TS ��- � i
j 6 _ EGS-FS-� AS REDO. ANCHOR CUP. 12'LONG 6G0S_TS .. .. -_.__.... ._ n S^jat
__._..,..._n..___.. ._
i 7 EGS-17 AS -EDD ' EXTERAR VERT.SPACER -• _ EPDM -TREVCD•OUROVETER 8025 SHORE_A.� ••. i 0 u n`w"
I A 1 EG5-F8 !:5 R£03 ;CXi£RtOR HORtZ._Si'ACER ,,. MIR �TREMCO.OUROV=_TER 7055 SHORE A
ECS-F9_.. A5 REOD hTEROOR WEDGE CASKET ...._� EPDU TR£M"D.DUROVLTER_7DSS SHORE A 'Q�
10 i_. EGS-FID AS REOD SET`NG D..00KS AT t/,1�NTS.A'LOtG _ E�OM 1 CIA2rvG RJERER,DUROMETER SOiS SHORE A
.. ..._ ... .._. !
F!R:.ME N£ADfSiLL 11 S/8-tfi X i-3/4 I/:L:r AOdUSTVENT FASTENER AT SILL ' ST.STEEL
12 3/5 _,.. 1/CL'P NILON LOCK 1�Jf NUT AT 541 5i.ST-cE1 - ._�.. :0 L O G g
..4.115-.. •^ 13 p14 X I-I/2' i4/COANER.ASSEMBLY FASTENERS _ ST-STEEL .�..PH FNA.
L i I4 - 41553%I-1/2' AS REDO. REINFORCING TUBE(LENGTH - 2/3 OF MULL NT.) j STEEL .1.6 I Q w j
75 X72 X 3f4'T£KS'AS FE03 REiNFORCE7JENT TUSL FASTEN R. Si STEL {2)A' EACH END!r{T)At 7S O.C.AN 8_-'WEEN Et z
sr--- Ds4 .1__.__..._._ _._. _ .. J o S
,i 1.23t IB I --ECS-1`12 AS REL3 /4"X 3/4'X.062_ANFA£ ALUM AT TOP h 2OTTOV OF JAMBS h UO LOONS, a n w
EGS-F71 AS PE03 4-LONG CLASS SPACER,d"FROM TOP E1 SOTTOM EPOM DURC4E'£R?OxS SttORE A• _. Q W
020 7 -•.360
n
'7 CLASS STOP 1
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2.250—
W.250 ( .370 ;4 420 •260 I d i t
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1.812 •_.-1.350 ,b
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'-' EXTERIOR VERT. SPACER
>cA.t r1
S.s6x � f.RETAONER CUP . Se,ec-42l&-/7
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—.590 `
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1.072 { t.375L .1zs /o 407 F9
w
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W16-68.125 B 1,290 -Q % drawing no. -
2.125- -: _..._ 1
1"�I '•1 EXTERIOR HORQ. SPACER INTERIOR WEDGE CASKETi r t _
�4. JAND/FEMAL2 MIJUJON �,g: ANCHOR CUP VALE t 1 Sl-%VE 1:1 j FI' #2x$9 �?l�!„1�jj�ry"t�4,y, ,-atioot g of 7� .
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-as-to !4gti1P,1H1 SERIES :,500 WINDOW WALL S.L1.1. 'AL-FAROOQ CORPORATION
_. _ _� ) , _---
n. p n0-dola b1•;descriptinn
EGS INTERNATIONAL, LLC
ENGINEERS PRODUCTD£YELOPM£NT
9380 SUNS£TORIMSUM220
v{ 'n{�-='=---'"-•s t 3133 S.W. 25TH STREET NIIAML FLORIDA 33273 (CA ,1SJ8)Iy
PEMBROKE PARK, FL. 33p09 TEL MM244-BLDO VAX(30as��97e
_ _
V P IG.(954)964-1441 FAX.(954)9114-1533 -. _ ••,••-._�,,.,,»•..__.. COUP-AN GS5
L\4 6 68E
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L-FAk G a CORPORATHON
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
02
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 o METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 257"STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALT_SYSTEM
Maximum Panel Width:72"
Maximum Frame Height: 120"
Maximum Load:+100 PSF,-130 PSF (Small Missile Impact)
Installation Drawings 41 W16-68
This product complies with the High Velocity Hurricane Zone (HVHZ) testing requirements.
The above maximum paranneterS do not occur Simultaneously.
See installation drawings for combination of span vs loads.
Comparative analysis used _X_Yes _No
Mandatory Tests (Tested in accordance with AAMA 501/101/l.S,2/NAFS-07/TAS 202)
TEST GcSCR1P]ION
TEST LOCATION TEST REPORT TEST REPORT 11 TEST '
DATE
ASTM E283 Air Infiltration Architectural Testing 02/1.4/2.017 G3802.01-450-18 Joseph A.Reed,PE
Leakage
ASTM E331 Water Archi ecturai Testing a 02;1-1;"1.017 G3802.01-450-18 Joseph A.Reed,PE
or ASTM 547& Penetration
TAS 202
ASTM E330& Uniform Static Arcj i.c ct i a i fl$t:ng 1";:"20.17 G3802.01-11:50-16 Joseph A.RI—d'PE
TAS?.U2 Air Pressure
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
TEST DESCRIPTION TEST LOCATION TEST REPORT TEST LST
R .�.. :`,;. DATE RER! RTJ1 SEALED'C
FBC 1626.3 Small Missile Architectural Testing 0-,/14/2017 G3802.01-150-18 Joseph A.Reed,PE
(TAS 201&203) Impact&Cyclic
ANSI 297.1
Under the limitations of the attached installation drawings,to the best of rimy knowledge and ability,the above
product conforms to the requirements of the 2014 Florida Building Code.
Evaluation Report Engineer:
............
Javad Ahmad PE ti 70592
AI-Farooq Corporation EB 11 3538i �ruA'L1�,-*,,%1'Sealed 02-16-17
/ 11111111
9360 Sunset Drive STE 2201 Miami,FL 331731 F:305.264.8100 I F:305.262.6978 1 www_ifrenFvcorr_, alfarpou i afceng.com