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FL #
FL21899-R1
Application Type
Revision
Code Version
2017
Application Status
Approved
Comments
Archived l J
Product Manufacturer EGS International, LLC
Address/Phone/Email , 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
engineem2SOl@msn.com
Authorized Signature Javad Ahmed
veronica@afceng.com
Technical Representative Gary Zack
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
gary@egsintemationailic.com
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Storefronts
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Cl Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed the Javad Ahmad
Evaluation Report I
Florida License
PE-70592
Quality Assurance Entity
National Accreditation and Management Institute
Quality Assurance Contract Expiration Date
12/31/2020
Validated By
Ammad Riaz, P.E.
t7 Validation Checklist - Hardcopy Received
Certificate of Independence
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
• - - r t ' i1l:L�
Standard
Year
AAMA 501
2005
ANSI Z97.1
2009
TAS 201
1994
TAS 202
1994
TAS 203
1994
www.floHdabuilding.org/prlpr app_dd.aspx7param=wGEVXQwtDqufj9QzTt6YQlirJOPONST4LlM6ps5h!ZEe°/a2faofw!AsXw%o3dP/a3d 1/2
121212019 Florida Building Code Online
Sections from the Code
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option D
11/29/2017
11/29/2017
12/06/2017
02/13/2018
FL #
Model, Number or Name
Description ,
21899.1
Rampart Series 5500 Aluminum
Large missile Impact resistant aluminum window wall system.
Window Wall System
Limits of Use
n Instruct:
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
FL21899 RI II SS - Rampart Series 5500 Alum W W
j1�1])-2017 DWG W16-fi6.p-t
Impact Resistant: Yes
Verified By: lavad Ahmad PE # 70592
Design Pressure: +100/-100
Other: See attached drawing W16-66 for span vs load
Created by Independent Third Party: Yes
Evaluation Reports
combinations and installation instructions.
FL21899 RI AE SS - RamOart Series 5500 Alum W W LMI)_
PAE 2017.12df
Created by Independent Third Party: Yes
21899.2
Rampart Series 5500 Aluminum
Small missile Impact resistant aluminum window wall system.
Window Wall System
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FL21899 RI II SS - Rampart Series 5500 Alum W W Sffl)-
Approved for use outside HVHZ: Yes
2017 DWG W16.68.Ddf
Impact Resistant: Yes
Verified By: lavad Ahmed PE # 70592
Design Pressure: +100/-130
Created by Independent Third Party: Yes
Other: See attached drawing W 16-68 for span vs load
Evaluation Reports
combinations and Installation instructions.
FL21899 RS AE SS - Rampart Series 5500 Alum W W (SM)_
PAE 2017.Odf
Created by Independent Third Party: Yes
Back Nazt
Conrad Ur:: 2601 Blair Stone Raatl Tallahassee FL 32399 Phone: 850-487-1824
The State of Ronda is an AA/EEO employer. .f9pAght 2007-2013 State of Fredtla.:: Privacy Statement :: Accessibility Statement :: Refund statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic
mail to this entity. instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1),
Florida stabiles, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls
provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please
provide Me Department with an email address which ran be made available to the public. To deu mdne If you are a licensee under Chapter 455, F.S., please dick tier..
Product Approval Accepts:
�® 29-9 TMI 4
Credit Card
Safe
www.0oridabuilding.orgfpr/pr app_dU.aspx?param--vGEVXQwtDqufl9QzTt6YQ1irJOPONST4L1M6ps5hiZEe%2faofwiAsXw%3d%3d 2/2
AL-FAROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61 G20-3 • METHOD 1 OPTION D
FL 21899
Date:11/22/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25TH STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM SCANNED
Maximum Panel Width: 72" BY
Maximum Frame Height: 120" St. Lucie County
Maximum Load: +100 PSF, -100 PSF (Large Missile Impact)
Installation Drawings# W16-66
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/TAS 202)
e+ �FESTr.
.y'h NY ^`
DESCRIPTION
'}•
TEST LOCATION .r
£ "Y
iTESTREQORT-1
!
UTESTREPORT
i
z'
i9 b;)
`i
'° y�.
?" Y
•K x k 4
i.
'i*SEALED.BY Ski,;
ASTM E283
Air Infiltration
Architectural Testing
02/14/2017
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 547 &
Penetration
TAS202
ASTM E330 &
Uniform Static
Architectural Testing
02/14/2017
G3802.01-450-18
Joseph A. Reed, PE
TAS 202
Air. Pressure
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
TEST + w
DESCRIPTION ; -
TEST LOCATION �-,
TESTREPORTTEySL�
"a
i.•.,; �ti
�
',.",:. DATE
REPORT.#i
$E%I� DD BY,,v
::
,.. .? _r 3 :9s _-.:S.z
r
FBC 1626.2
Large Missile
Architectural Testing
02/14/2017
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 2017 Florida Building Code.
Evaluation Report Engineer:
No 10592 •.
REVIE vEe b
OD E COM
Javad Ahmad PE # 70592
AI-Farooq Corporation EB 113538
�`s''�R��
ST, g�CIE®s
ai u:,,"erzmr
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 F: 305.262.6978 1 www.afcene.com I alfarooa@afcene.com
n I noun On n I noun Wn
3
C
4
D
4
0
e
J
2'
NAIL
I
I TYP.
nrwuV�� IA ANCHORS TYPE A B OR C ANCHORS TYPE A 8 OR C
--3 AT WA1 JAMB --3 AT EACH SIDE OF MUWON
SEE SHEET 2 SEE SHEET 2
RAMPART SERIES 5500
ALUMINUM WINDOW WALL SYSTEM (L M I )
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WRH THE
REOUIREMENTS OF THE 2014 (STIR EDITION)/2017 (GOT EDITION) FLORIDA
,BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
,1 BY OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
!DESIGNED AND IN5TALE0 ADEGUATELY TO TRANSFER APPLIED PRODUCT LOADS
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
INf�jl SRV(MONSONS1 .
AND INSTALLED PER MANUF'S WSTRUCRONS. SPECIFIED EMBEDMENT TO BASE
WE CHARTS AS FOUDWS.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED W DESIGN OF ANCHORS INTO WOOD ONLY.
'STEP 1 DETERMINE DESIGN WIND PRESSURE REWIREMF]OS 9MSB
ALL SHIMS TO BE HIGH IMPACT, NON—METALUC AND NON —COMPRESSIBLE.
ON WIND VELOCITY. STAGUDD. ARD.HEIGHT.WIND ZONE USING
ON WIN M ABLE T STANDARD.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT
CHECK DESIGN LOAD CAPACITY R A CNEN SPACING
STEP 2 TO
COME INTO CONTACT WITH OTHER DISSIM UM MATERMES SHAD. MEET THE
ANp ryB USING CHARTS ON SKEET 2
REONREMRTHEENOF THE 2014/2017 FLORIDA BUNG. CODE &ADOPTED STANDARDS.Y
THE WACTI SHOULD, EMCEED THE DESIGN LOAD.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT, I.A. LIFE SAFETY OF THIS PRODUCT, ADEQUACY
USING CHARTS ON 2 SELECT ONCHOR OPTION
SHEET
STEP 3 SHEET
OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING MR
WITH DCHAR LOAD tt MORE TILNR DES" LOAD
WATER INFILTRATION RESISTANCE ETC.
SPECIFIED IN STEP I ADOM ,
CONDWONS NOT SHOWN W TFDS DRAWING ME TO BE ANALYZED SEPAWTELY,
STEP4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3
AND TO BE REVIEWED BY BUILDING OMCML
THAT EMCEED THE DESIGN WIND PRESSURES DETERMINED
MANUFACTURER'S Wil SHALL BE LOCATED ON A READILY VISIBLE LOCATION
THRU STEP 1 SHN. APPLY TO EMIRE SYSTEM.
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE
STEP 5 MR SYSTEMS WITH UWNCHORED AMBS, USWG SHEET {,
LABELING TO COMPLY WITH SECTION 1709.9.2.
DETERMINE THE MN. & MAX GAP DWEHSIONS
D.L WIND. WIDTH
.
A
I T 11 I
x
J
d
.
3
1 I 111
4 1/4'
MJJL
I
MEAD/SRC
TT 3ATECTYPEA BORC
SEE SHEET 2
OAYI IIF OPENINGS SINGLE '0' PANEL•
DLO WIDTH s FRAME WIDTH — 4.50'
DLO HEIGHT a FRAME HEIGHT — 5.50'
. , I PRODUCT COMPLIES WRH REQUIREMENTS OF ANSI Z97.1.
SYSTEM IS RATED FOR LARGE & SMALL MISSILE IMPACT.
TERS ARE NOT REQUIRED.
i51BIE TON WE SEIECTON. P,NC A'R
NRT SASEO ON TOS MOWCT N.-MN
n ttvArc FRtlI TXE wlmwFs DEruMn
OOWMTM WM1L BE wIE9.. IMWD V
FOR THE P1tOImT AND .0 . BE RI MR TE FNO
USE OF THE P.EO. FNOWFF, OF MOUND. AONIO AS A DES
.E. TO TIE P.EO. F NEm iIULL sYWR M THIS LAMA W
SPEC. On4"m FOR N ..
1X6 P.CO. SW.IL . NE nor ANO CR AAL AW $ENATLR'
TIE PRCiESL6WLE Um of REWD Dw flIF➢IISO E.
FL #21899
Sealed:11/28/2017
dmwin9 no.
W16-66
DESIGN LOAD WA= - Pa
NOt@1AL DDIS.
YUWON '101'
HUWON 'Y2'
1wo1 M
J
42'
M.
54'
W.
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Tr
98'
INA100.0
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.INA
INA
INA
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100.0
INA
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100.0
100.0
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1m.0
83.3
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63.3
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35'
42'
48'
51'
W'
66'
Im.
IN.O
INA
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two
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INA
INA
1000
10010
100.0
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90.0
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INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED.
W1
W2
1 W3
WIDTH (W) - W1
AT NUNE JAMB
WIDTH (W) - W2 + W3
AT FNOAE YUWON 2
JAYS/NUWON ANCHOR WAD G ACM - M 11 JUA/YWJON ANCHOR W" WPACRY - FSF
Allmon I ANCHORS ANCo'as ANCHOIL9 1NCHOft9 ANCHORS
NONJNAL DDJR. YYPH 'A' ME -B. ME 'C' NOMINAL DIPS, rypH 'A' TYPE 'S' TYPE 'C'
42'
40'
U.
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or
]2'
72'
10010
100.0
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84.0
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w
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60'
or
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100.0
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100.0
W.5
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36'
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49'
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1m.0
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MINIM SSO PRO
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• 9\HUMON 'YI' HUWDN '112'4050SAIO 5.50 AL/�
GLAZING DETAIL
NOTE:
GLASS CAPACTTIES ON THIS SHEET ARE
BASED ON ASTIR E1300-09 (3 SEC. GUSTS).
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49'
1.
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as.
72'
98'
100.0
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100.0
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100.0
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7"
100.0
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70,5
INA
aA
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04.1
100.0
76.9
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70.5
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48'
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INTERPOLATION BETWEEN WIDTHS OR HEIOFRS ALLOWED
SEE SHEET 3 FOR ANCHOR DESCRIPTION.
FL #21899
Sealed:11/28/2017
� asj
E 8 9
dm9ing no.
W16-66
I
m
WOOD BUCKS AND METAL STRUCTURE NOT BY EOS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPICAL ANCHORS: SEE a". FOR SPACING
FTTTYE'A'-,
4/16' DIA ULTPACON BY 'ELCO' (N IA 'KS-T. K9)
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-1/4' MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE a 2-1/2' MN.
INTO WOOD STRUCTURE . 1' WIN.
... ' . ' — - — - — — - — - — ' —
FE 'B'-
5116' CIA ^LTT� 'EICO' (F.-In KV. FY-iS KSO
DIRECTLY INTO CONCRETE
2' MIN. EMBED INTO CONCRETE (HEAD/SILL)
INTO CONCRETE m 2-1/2' MIN.
rTPE 'C'- aS/18' OIA TEKS OR SIl DRILLING SCREWS (GPADE S IBIS)
INTO F.B.C. APPROVED MULUONS
OR
INTO METAL STRUCTURES (HEAD/SILL)
(3) THREADS MIN. TO EKTEND BEYOND METAL THICKNESS
ALUMINUM: 1/8' THH. MIN. (606}M MIN.)
STEEL 1/e' THK. MIN. (Fy - 36 KSI MIN.)
(STEEL IN omO WRH N Nu. To BE PI m OR I'MNIm)
ANCHOR EDGE DISTANCES
INTO META STRUCTURE - 1/2' MIN. L — — — —
WOOD AT HEAD OR SILL SO - 0.55 MIN.
CONCRETE AT HEAD OR SILL Pe - 3000 PSI MIN.
}
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FL #21899 S;�PIIAL E�A sheet 3 Of 6
Sealed:11/213/2017
WOOD
Nme
MAY MOVEMENT CMRSIDEREDANUF STRETCH.
RWSE MR i0 SFAB NWUGACNRER'S DATA AND AP WNDO N
M41WE FOR SH AND
Of SFAI R TO 91BSTMTE @ WINDONAL.
REFERMTERTO Xf-1 AND CO OR C iDfl WMRANIY.
REFER N ACT-119-10 FOR CONSINUCRON IDLERWCES.
A1.TERWTE SVEA.NTS AT .NNa CWS LAN BE DESICNm BY
ENGWEER OF RECORD BASED ON MANDFA RER O UI
CAGB LESS THAN 1/4' WY BE DESIGNED BY ENGINEER OF RECORD BY
- THE USE OF BOND BREMER TAPE OR 152 OF GAP ALLOWED MOVEMENT.
FL #21899
Sealed:11/28/2017
mim
FRAME HEAD/SILL
4.115
A94 'Z'S
1.020� .SrA
GL655 STOP
—1.591
.094
a
4.178
5.562
8]
3.OM
1.072
-M 1.1591.E 14 REINF. TUBE
I 351.2 _
.570t14
5
1.812
2JS4�
1.3]� r.125
J.919 I
ITO:M NO.
PART NUMBER
AUANTTTY
DESCRIPTION
MATBRW.
YWP./SUPPI2RR/RP.YARAS
1
EGS-F3
AS READ.
FRAUE HEADI5
6063-T6
2
w-F4
AS REM.
cl S STOP
6003-TS
3
ECS-F2
AS REM.
MAF MU ON
6005-M
♦
M-FI
AS REM.
SVIB/FEMAE MUURRI
6005-M
-
5
65-F6
AS REM.
IDJUSTYOR RE011HER CI1P, 3' IDNG
6063-M
-
6
EGS-M
AS REM.
ANCHOR LLP. 12' LONG
6005-TS
-
7
EGS-F]
AS READ.
EXTERIOR VERT. SPACER
EPOM
TREMCO. MROMETER 6035 MORE A
B
EGS-F8
AS REM.
EXIEfMR HORR. OMER
FPOM
TREMCO, OUROMETER 70*5 SHORE A
9
EGS-F9
AS REM.
INTET00R WEDGE GASKET
EPDM
TREMCO, DIMMEIER 7G&5 SHORE A
10
ECS-F10
AS READ.
SETTING BLOCKS AT 1/4 POINTS, 4' LONG
EPDY
GIADNG RUBBER, DUROMETER W15 SHORE A
11
3/6-16 X 1-3/4'
1/ CUP
ADA) MENT FA ffi AT SILL
ST. STEEL
-
12
3/e'
1/ CLIP
MON LOCH HEX NUT AT SLL
St. STEEL
-
13
114 X 1-1/2'
4/ CORNER
ASSEMBLY FASTENERS
ST. STEEL
PH PHIL SW'
14
MMX1-t/2
AS REOD.
RUNFORCING TUBE (IEI.'GTH a 2/3 OF MULL KRJ
STEEL
I
A36
15
J12 X 3/4' MS
AS REM.
REINFORCEMENT TUBE FASTENERS
I ST. STEEL
(2) AT EACH END k (1) AT IS' OA. M REIREEN
16
ECS—F12
AS READ.
3/4' X 31C X .062' ANGLE
I
I AT TOP k BOifOM OF SAY05 k L IcNS
17
ECS—FI1
AS REDO.
4' WHO GV SPACER, 6' FROM TOP @ BOTTOM
I EPOY
I DUROMETER 00l5 SHORE A
.420 = .2110
350
O
EXTERIOR VERT. SPACER
280r
I �]
O.125-I
B
EXTERIOR HORIZ. SPACER
�.590
.62� Q ,109
.290
INTERIOR WEDGE GASKET
FL #21899FL °, 1.-'AA-
Ann11nL55UNA
Sealed:11/28/2017 .
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