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Product Approval
:$ USER: Public User
P ktcLr:9U'.C% tr.�yy :, n.2� .s___a r_ x-_:r. ?St? r•2: I'S ;!:x�J S ' Application Detail
} k ,z Sri" FL •" F1.21B99
Application Type New
Code Version 2014
Application Status Pending FBC Approval
Comrnents
Archived
Product Manufacturer EGS International, 11.^_
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, Fl 33009
(954; 91i4-144 t
engineers2501to,n isn.Corn
Authorized Signature )avad Anrn ad
alfaroo(I n,afceng.con)
Technical Representative Gary Zac1:
Address/Phone/Finait 3133 5'./ <5th St i t 1
Pcntli'pkp i'ark, Fi .11G'7"?
('354 ) 96.1 144 1
ga r}y $Sell .+nt'orna bw!all IC. Con)
Quality Assurance Representative
Address/Phone/[mail
Category Pane! Ntali;
Subcategory IStorerronts
Compliance Method Lvaluatron Report from a Florida Registered Architect or a Licensed
Florida Protessronal Engineer
Evaluation Repor; - Hardcopy Received
Florida Engineer or Architect Name who developed Javad Anniad
the Evaluation Report
Florida License i>I_-70:M
Quality Assurance Entity 'Nat>criar +•.Ccr id1ta?iUn ti Management institute
Quality Assurance Contract F.xl:nra,tion Hate 1/31;?.01
Validated By Ammad R:n , :11.
`7 : •slid ,i t Cftk'r•'Khsi 1.7aruco, , Rec- tvn,:.
Certificate of Independence
Ft-21899. NU.,COI >5
Rain,,$NWCif __24p
Referenced Standard and Year (of Standard)
SaL�lCS�
y_q.ar
AAMA 50 i
2005
1F.Si zll .
2009
I FS 201
1.994
T'AS 2L)2
1994
T(%S 21)
1994
Equivalence of Product Standards
Certified By
Sections from. the Code,
httpsJ/floridabLlildiiig.oi-g/pr%pr_app ... 3/28/2017
Plarida Building Code Online Page 2 of 2
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Summary of Prnducts
r-lethod 1 Option D
02/16/2017
02/20/2017
02/20/2017
FL #
e j
Model, Number or Nam —
cripti._._._...._
Description
__...--.—.._..._..._..__-._ .__._
7.1899.1
— — ..
Ra";'—, Series, `i:�0^, Aluminum (Large
missile impact resistant aluminum window wall
Wkidow dais System
system.
Limits of Use
_
Installation Instructions
Approved for use in HVHZ: Yes
F1.2;11399, f Q_-1.I 55 -Rampart Serie _$SOQ �I,hm WW (LMtj
Approved for use outside HVHZ: Yes
t74 C Vll_6 66,,PdF
Impact Resistant: Yes
Verified By: Javad Ahmad PE r 70592
Design Pressure: •t•100/-100
Created by Independent Third Party: Yes
Other: See attached drawing W I6-66 for span vs load
Evaluation Reports
combinations and installation instructions,
III f1L21899.__110 ,r1[ 55,-,.Rpmpark_S_e„ties SSQII F1lum__W1N {LPIT)
1 Created by Independent Third Party: Yes
21899.2 Rampart Series 5500 Alunlinurn � Small missile impact resistant aluminum window wall
i Window !",'all System
1 system.
Limits of Use
I Installation Instructions
Approved for use in HVHZ: Yes
, FA:2t899.,_RO {1.,_S5-_Ramparl_$eri.c;s_550 /11um_WW_{SMI),
Approved for use outside HVHZ: Yes
Dt^J 4116 F�£3;pdf
Impact Resistant: Yes
Venried By: Javad Ahniad PE = 70592
Design Pressure: r1UG/•130
Created by Independent Third Party: Yes
Other: See attached drawing W i0-68 for span vs load
i Evaluation Reports
combinations =nd installation instructons.
FL2187 , RO_/1[- $�_R mpar4_$eri_gs_550� glum VJ4V {S 111
j PAF•..pdf
C:reaD3d by Independent Third Party: Yes
flack Nezl
4='r.t;� �iyi.:: '49.; F11� r e1,3�e rcprn�:r�tlLd;s2�c.� tl,_3.Z?9a Phan�8;9-�7_a�
The State of Fioudd :S act. AA:4£p eTp:dyc•�. Cpn ,r:•, %�f07�ir?ta ca o' r n!al.i. S a m n . Act tv stat^_ment :: R-fund Statement
under Florida Ian, en1y: dddre".bi's d'e Sub'C rfm-o'ds If ;du do 1101 'la'Ynu' released in response to a public-mcords regLest, do not send
electronic mall to this entity. Instead. contact Or o:'hce by phone nr by lradrbonal ma li. L` you have any questions, please contact 850.-87.1395. 'Pursuant to
Section 455.275(I), Floritia Statutes, epectrve October 1, 201.2. ;icensees licensed under Chapter 455, F.S. must provide the Department with an email address if
:o lhcy hove ore. The trails pvlded may be used fc: ntfazal communication with the licensee. However email addresses are public record. It you do not wish to
sups') a personal acd-Cis. llleaso provide the Ceoanclent tnul an ernad address which. can be made available to me public. To determine if you are a licensee under
ehaptar -55, F.S., please dick he:r• .
Product Approval Accepts:
i.'redif, Cari;l
Safe
:.ai
littps://(loridabLiildinc.org/pr/pi-__clpp 9Qz"1't6YQ1.irJOl?
3/28/2017
___., O_L. OPNG. WIOTM
4
�-7
r_ T_ , _ _...__ �_
a 1/4
MAX. _
•,EAD/$ILL AIC4CRS TYPE A. B OR C
3 A• EACr. ,IAMB
SEE SHEET 7
TYPICAL ELEVATIONS
13Aaj.P.ART_9EHlES 5500
j_jUNilN --Ni lti'1NUOti�'_1V LL -' T%—
THIS PRODUCT HAS BEEN CESIGNED AND TESTED 70 COUFLY W;TH THE
REOUIREMVITS OF THE 201A (.IF EDITION) FLORIDA ELILDING CODE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
18Y OR 29Y WOOD -3UCKS •• SUCK -FASTENERS BY MERS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
70 THE BUILDING STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHOWN ON DETAILS
AN
AND INSTALLED PER MUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT
COME INTO CONTACT WITH CTHER DISSIMILAR MATERIALS SHALL MEET THE
REOUIREMERTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVEDE INFORMATION
FOR A SITE SPECIFIC PROIECI. i.e. LIFE SAFETY OF THIS PRODUCT, ADEOUACY
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPEN114G FOR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY,
AND TO BE REVIEWED BY BUILDING OFFICIAL
MANUFACTURER'S LABEL SHALL BE LOCATED ON A REM* 1.Y 1'ISIELE LOCATION
IN ACCORDANCE M1TH, SECTION 1710.8.3 OF FLORIDA BUILDING CODE.
LABS ING TO COMPLY WITH SECTION 1710.8.2.
5-
TNT;
ANCHORS TYPE A. E OR C
3 AT EACH SIDE Or MULLION
SEE SHEET 3
OPNG. WID111-
4 -C .
if 5. i
Zip o.
of
i
I'
I
1
I
'e I
A
MAX.
HEAD/SILL ANCHORS TYPE A. B OR C
3 AT CACH JAMB
SF.T ;HrEi 7
Z
O� a
F W x
CE'0 F
lode eii
'IX0g ,I
lo6R., I
,rjo>;
pacogl
Ogto
O
a6RE�:
DAYLfTE OPENINGS SINGLE V PANEL•
OLD WIDTH FRAME WIDTH — 4.3"0"
OLO HEIGHT -FRAME HEIGHT - 5.50"
PPOCUCT COMPLIES WITv REOU:REMEN7S OF ANSI 297.1 o.
THIS SYSTEM IS RATED FOR SMALLL MISSILE IMPACT. c
INSTRUCTIONS: F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REOUiRED
FOR INSTALLATIONS UP TO 30 FT. OF GRADE. .�
— USE CHARTS As rD-Lows. SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
STEP 1 DCIERWHE DESIGN VAND PRESSURE RECLIIREMENIS BASED ),•L JLL 18(�()
ON WIND VELOCITY, BLDG. HEIGHT, WIND ZONE USING Tf
APPLICABLE ASCE 7 STANDARD. _ _.__......_ __ _ _.....-.._--____._. ___--.__. ...
-�rnkAETDa 1J Rr. aC 5•1C:S'R:E 1CR fur SC_CC::.�
M'. PUA( .A'.f w�: �,\\ i t^. A[� ��� ;
STEP 3 CHECK DESIGN LOAD CAPRY FOR A GWEN SPACINGarJL�J L�r:Cw':Cr; Y . 1 4�• ,'�jiA
AND HEIGHT USING CHARTS ON SHEET 2 '• vNyti'JC Mh••I' Lca:•::n:1 el r..T[ •'v.Lv I-e Cw:w,4K LY'.utlC ., -�.•
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. I cn TINTS E✓ UYD:T � � • tT `� ^ I Ji :1 C II
'&.•Trs PROD{iC1 /.V4 W:CI: L{.�Wi.KT »:JL @5 cOhSG+r?ro na•:n T i I� \'' S ��
STEP 4 USING CNMIS ON SMELT 3 SELLCI ANCHOR OPTION 11TA D 01 .0 YENS No. 70552 -_1 � — , _ ; • '
WI1N DESIGN IDAD CAPACITY MORE THAN DESIGN LOAD C_ S:1C SIC CSIC Aao:[tTi S-U. FC PNJARCv at A CL04ZA aL,:��rY[s II; d �'• I ' i II '
SPECIFIED IN STEP 1 ABOVE. I-G`•EOi W M[H11V -+ - •-L Bf[OVE R•L I--lA O FrC*AD tCJA.)II: I
rGR T-C PA0.:CCi &No e , 0- DC RE51'LtiE_C rCR T, - PROPEn!i�
STEP 5 THE LOWEST VALL'E RESULTING 7ROU STEPS 1. 3 AND t, Or 1M �.C.0 CI �vr[a Cr Rf_C'JRD. A�eG AS • DELCGATCC•';�.L'
THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED L•C1A'SF 1J Td a.C.0 fw.�,ttA SHl'L Su6u.^. TC TH<_ Jri[R 14 SCCI C';N• F I/`: (draw ng no.
THRU STEP 1 SMALL APPLY TO ENTIRE SYSTEu. SPLa1IC WA—S FCA NW.En. .( '•. _ _ _ WON.-' \ ��%
�•' . E W16-68
p FOR SYSTEMS 1TTIH UNANCHORED UW85• USThC 51M_1ET 5, Ir -ns P.E.C. SM WAR f ,^, c AND Offi tLAL SD¢ .,D sviTYR[ U 1 `[i SLQ/(�gypp�• . \�
THC P.1Y 55ONAL :,TILER Cr RL�D TIRAi PI�PARED A. `[rA Wyry�
DETERMINE THE MIN. & MAX. GAP DIMENSIONS. I_—.--_-•-- Sealed-02-16-1%-�� If111I 11 �Y1 'DnceL T 01 %1
3
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CD
CD
cc
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V EGS INTERNATIONAL,
WINDOW WAu. (s.u.l.) AL-FAROO CORPORATION
'o n-oe-7B 1no 3a`Ee i� Uon._.___. RAMPPR_7 SERIES
I. T-� CNCiIN[ERSh PRODUCE DkYELOPMBNT i
MIA SUNSET A 331IVE. SUITE 220
STREET MIAMI, FLORIDA 33173 (P.,LA'.
.I
--_..____ ... __. I` Vn
EEMORS, Kso+PARK. FL. 33009 7EL(]o012p481po rAx.iaoslsn2as7a
V CO p 4y. pr. - .. ...... ( ) i t.u. (95. 961-ISJJ
TYPICAL ANCHORS EDGE M7' _ 113Y OR 20Y
F— YlOOD BUCKS
V,
u
J
� O
lfl
I i
i.__...._ I
/�•
._
I
III
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;YACAL ANCHORS • \ i I . ' .
•
n i SEE EtEl/.-� Y
r'OR SPACNG i E9CF DISC
E-�
n
TYPICAL ANCHORS
SEE O.N.
FOR SPACING
TYPICAL ANCHORS
WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LCAOS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO 1HE BUILDING STRUCTURE.
TYPIC{tl._ L%NCFIOP.S: SEE ELEV. FOR SPACING
TYPE 'A- 5/1 R" DIA ULTRAT:ON RY 'ELCO' (Fa-177 KSL Fy-155 KS')
THRU 1BY OR 29Y BUCKS INTO CONCRETE
1-1/4" MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANrHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2 MIN.
-- INTO WOOD STRUCTURE I" MIN.
TYPE •B•- 5116" DIA ULTRACON BY 'FI CO• (Fu-777 KSL FY-155 KS)
DIRECTLY INTO CONCRETE
2- MIN. EMBED IWO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2 MIN.
TYPE •C•- jf16� DL TEKC OR CFl C DRI IN • ST•RFYlS (GRADE 5 CRT)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/0- THK MIN. (0003-TS MIN.)
STEEL• 1/8- THK. M:N. (Fy a 36 KSI MIN.)
(57LEL IN CONTACT GM ALLMMIM TO IE PLATED OR PAWED)
.wrx`HOR EO(:E D15TANCtS
L _ INTO METAL STRUCTURE - 1/2- MIN.— — _ —
WOOD AT HEAD OR SILL SG - 0.55 MIN.
CONCRETE AT HEAD OR SILL Ye - 3000 PSI MIN.
r I IM:
118!
J.Q.i
II F.B.G APPROVED
1' MULLION h MULLION ANCHORS
�j SEE SEPARATE APPRQrAL
i
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II 11
Z y C�SI
0 ?oi3i
I I '
it r c i
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at 2�8
TYPICAL AHCHORSSEE ELEV.
•
6
t 2 0 0
cc
OR SPACING
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FL #21899
:' VCENNip .\ I II II
No.7C582 = I n
Y/ dra ing no.
Rho
I
WOOD BU
REINFORCING AS REOD.
--SEE SHEET 2
112 x 3/4- TERS FOR CAPACITY
AT EACH END_ (C` I , ,
(1) IN BETIYEEN `\ ^ }4I(LENGTH a 2/3 OF ;
AT 15' O.C. L".0
&ORNING 790
1/2' MIN. DEPTH - 1/1' MM.
I' MAX
CAP
SEE NOTE
BELO.
NOTE:
MAX MOVEMENT STRETCH.
PLEASE REFER TO SEAL:\l MANUFACTURER'S DATA AND Al't:CA7CN
MANUAL FOR COVPAIABL•T• Or SEAUWT TO SUBSTRATF A mv:Vh Ml
MATERW./T-NIS- AND -OVPL'k%CE FOR WARRANTY.
REFER TO AC-117-10 FOR CORSTRUCT*N TOLERANCES
AiTERNATE SLAVUNTS AT .IAMB GAPS CAN BE DESIGNED BY
ENGINEER Or RECORD BASED ON MANUFACTURER GUIDE UNES
CAPS LESS ,RAN 1/4' UAY BE DESIGNED BY ENCINEFR OF RFCDRD BY
THE USE OF BOND BREAKER TAPE OR 13% OF GAP ALLOWCD MOVEVEN7
rRAME mDT-
E%TERIDR
DL
1/2- MIN
1- MAX.
GA.
SEE ND'E
BELOW
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Sealed.02:]6-17 =�
31
��Q{'• :n F 4%' drawing no.
1• •.Z;••'•. Off' \ r
FL #21899 r �I-'s
Im- 2.629 1.250
.125
2.
1.750
i
5.7130
mME HEAD/SILL
C20
2 S .LAS STOP
1 504
094 1
1TE11 NO_
PART N15WER
- QUANTITY
DESCRIPTION
MATERIAL
MANIF./SUPPLIER/REMARKS
I
EGS_F3
AS REGO.
FRAUE HM/SILL
622—Te
7-
2
ES-F.
AS REDO.
I MASS STOP LOON_6063-15
[
EGS-1`2 AS.�. HALE N-VOM
`NOON
EGS-Ft
AS REGO.
JAMB/FEMALE MULLION
EGS-F6
;�'N.REOO
ADJUSTMENT RETAINER CUP. 3" LONG
_T5
6
EGS-Fi -AS REO�.
OR CLIP. 12- LONG
AS QEOD
EXTERIOR �.SPACEIT
DUROMETER 8015 SHOR
7
S_
RIO
R
MMUOR HCRIZ. SPACER
EPOm
7REMC0, OuROMFIER 7015 S"Gi!E.�
g
AS
AS REM.
: 11T_7011.!�_IPI�E`
TNOON
Mu
NOONOU SHORE A
_ *_ -
10
CS-FID
AS REO-)
SI�1`9!G DCKS Al PO�NTS. Lr,%G
EMM
I Ct.Z.%C R'JiH!r UROUEMR 80�'S SHORE A
D--
X
Ct:r
.1/�
A&JUSD�NT fTl[�Fj AT. 5-U_
ST. STEEL
:16
3/6'
CLIP
W(LON LOCK HEX HUT AT SILL
--a- ST
:2
-1
L.L14
i/ cofk'Eq
ASSEMBLY FASTENERS
-2/3
ST. _F�IiL
PH FIIIL. SVIS
14
_1/F7.
HSS3XI-1/2,
AS REG:).
REINFORCING TUBE (LENGTH OF MULL:
STEEL
A_315
15
16
�TEKS
-F12
AS PE33
'AS REX)
_E_ _iAR
_REIWFORCEMEI�T TUS N.-
— -.6- � _R�
_3;4-_7i 3/4' i . i2; ;r�L_
ST. sTm-
"
H END (1) AT 1.5
(2) A- EAC O.C. IN qE-;WEEN
AT Top & 'eOI73U OF JAMOS & WULL;mNs
1 7
CGS-F1',
AS RED:)
FRO�A 70P
4' LONG CLASS SPACER. 6 & Borfou
M
DURC-E!ER B_0!_5Tt;6;R A
%boo—;
187
30M
REiNF. TUBE
1.159
MALE MULLION 1.352
2.250— .445 1 .470 .260
.250 uf
.f i -094. NOON _
1.812 .35o L
A25 EXTERIOR VERT, SPACER
4,1713 f SCALE I-1
I I u
I
RETAINER CLIP
5.562 1r-.590
-7.280f-
3
.
.972 407 .125
, q1_489
i75
1 .121j
2.i2S� 1979---J
ZXTERiOR NORIZ. SPACER INTERIOR WEDGE GASKET
S
JAMB/FEMALE UUWON 116_; ANCHOR CLIP SCALE t., OME I:,
44
drawing no.
W1 6-68
FL #21899 k .-shoot. 6.cf. 7.
•.i
(6
Rix Z.
i.
-4
�m L�ii-1
...HAMP INTERIES OOINDO.1Oto\(PAHt SERIES E500 WINDOW WALL (S.IA.L) � AL-FAROO CORPOscription �Q"�ENGINEERS h PRODUCT DEVELOPMENT
NAL,If 9300SUNSETDRIVESUTFE220
3t33 $.1'1. 251N STREET MIAMI.FLORIDA33173 MA.N. JN8.PELIDROKE PARK, FI_. 33009 eM. b/t _rel(J001294.9100 TAX(30D120"970 )
IEI. ('J}1) 96�-1441 FAX. (954) 91W-ISJ3
.'...._.. _..... ...:........... _........_ __-..._.._ _'....«.COLLlj A L\W16-613EG51
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CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 a METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25T}i STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM
Maximum Panel Width: 72"
Maximum Frame Height: 120"
Maximum Load: +100 PSF, -130 PSF (Small Missile Impact)
Installation Drawings ## 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 _X Yes —No
Mandatory Tests (Tested in accordance with AAMA 501/101/I.S.2/NAFS-02/TAS 202)
TE5T "'
DESCRIPI ION
TEST LOCATION.
TEST REP,OJZT
TEST REPORT 11
bATE
SEALEB17 h J
ASTM E283
Air Infiltration
Architectural Testing
02/1.4/2.017
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
02/14/2017
G3802.01-450-18
Joseph A. Reed, PE
or ASTM 5A7 &
Penetration
TAS 202
ASTM E330 &
TUniform StdtlC
_
ArC u c cti<I Cc st np,
i_ J1r 20 t
G3802.0 U 18
Joseph A. Reed, PE
TAS 202r
Pressu
-..---.__
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
NEST
DESCRIPTION
IESI LOCATION
7CST.REPpRT
7G5'i
` x TLST,�
g
�ti t
DATE
REf?OR7,FI
x :;
t
�. 4 S�aLE4•:R�
FBC 1626.3
Small Missile
Architectural Tc-sting
02/14/=017
G3802.01-150-18
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:
`"D A.
��j. Ar11. U•r •tC/•
i
Javad Ahmad PE 11 70592
AI-Farooq Corporation EB 113538
'%.; 10N1Ak- �' \% Sealed 02-16-17
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.261.81.00 1 F: 305.262.69'18 1 , .. z trcnF,c m elfarooc Pafcena•com