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Product
r 0 USER: Pu,,,Fl tLIE C
P-111>�i"t'A.PcSQ,YIPL!i!:rI Applicat—) Detail
i:L FL2 1699
Application Typc. Nev.
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer EGS Internationol, 11l
Address/Phone/Email 3133 SW 25th Street
P,nibroke Park, Ft. 33009
(954 J 96,; - 1,1,1
Authorized Signature )avad Ahm.ad
alfaroo(j,`g;z-,rceng.corn
Technical RcpresenLabve Gary Zack
Adoressfflhone/Emai! 3133 Svi 2SN,. St -(.el
Pcmbrcke Park, I';
(954) 964 14.11
ga s; rit or na Liu- iollic.con)
Quality Assurance Representative
Address/Phone/Email
Category Panel MU,
Subcategory Storefronts
Compliance Method
Evaluation Report from a Florida Registered Architect or a Licensed
Florida Protersional Engineer
Evaluation Report - Hardcopy Received
Florida Lilgineer or Architect Name who developed
Javad Alimad
the Evaluation Report
Florida License
PE-70597
Quality Assurance Entity
rJ,*!M!!.,11 A-cCfed"WUOM & Management Institute
Quality Assurance Contract Expiration Date
1213 1 r, 2 0 ; /
Validated By
Anin-lad R:.:z. P.E.
q VfiNla'�,?n Cfheeki;y. - HairdcrCpy ReCotiv,d
Certificate of Independence
RarT)qo(t 5 ips...5.509-A u I fl) WYL-C�j _
1 -1 _?.ajj.p.Slf
Referenced Standard and Year (of Standard) 5tcu0.Aord
y_QAI:
AAM A 50.i
2005
2
2009
I AS 20, 1
1.994
[AS 20)
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections frorn, the Code
littps:HRoridabLiiIdiiig.org/pr/&I)i--app_,citl.asl)x'?I)arciiii--:-\N�(iI-'IVX(1iN-il.)qLif 19QzTt6YQ]il-JOI)... 3/28/2017
1^'
Florida Building Code Online
Page 2 of 2
Product Approval Nothod
Late Sui;rrli,ted
Date Validated
Date Pending FBC Approval
Summary of Products
1lelitnd I Option D
02/1.6/2017
02/20/2017
02/20/2017
FL It
Model, Number or Name
�;
Description
21899.1
._.__..... _........ .... _...._
Rampart Series 5500 Aluminum
Large missile impact resistant aluminum window wall
Window :'Jail System
� system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
I f1.2t699,_ItQ-_1I_55=Rampart Sel(pz_$_5_OQ lllttm WW,(lMlj
Approved for use outside HVHZ.: Ye<_
pVJC 4"J1.6 f6,.pdf
Impact Resistant: Yes
4 Verified By Javad Ahmad PE =: 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 instrucbons.
1?I 21Ei�39,._RO AE_5S--._RamRart Series SS�QAIum WW_(( �tlj,
i Created by Independent Third Party; Yes
21899.2 Rampart Series 5500 Aluminum
Small missile impact resistant aluminum window wall
i Window Wail System
system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
(1,:21699. RO__[T._SS-v_R�rnpart._Seri,r _5500. Alum WW._{Sh11),
Approved for use outside HVHZ-: Yes
;Q1NG 1'J,1G Ef3_hd(
Impact Resistant: Yes
Verified By; Javad Ahmad PE = 70592
Design Pressure: 1 100/•130
Created by Independent Third Party: Yes
Other: See attached drawing W 16-68 for span vs load
Evaluation Reports
Combinations anti installation in5tri!crona.
rU 1899, F:O,_AF,._SS Ra! p4r Series 5,5� _r�lurr WW .(Sh1I�
j PAF.pc)r
Created by Independent Third Party: Yes
Oack Ncrt
;.enact V aka—re1Jne R2e. Ta!I l!.
The State of F':ortda -5 an AAIEEC; C;:j,ryrr2tt 70'77. 2^yt 3 5c3 qgf..% u;'l;i:: Fr;va,'y 5 a m n :: Arcess�bdiN Slat^_men! :: Fe(cnd Statement
Under Florida lava, enllls addresses a:e ptlbi.0 "!'Cv`f,^,ti If '%Ol ,lnt -: ,,u' 9 l^A: in response to a public -records requLnt, do not send
electronic mad to this mtity. Instead. contact the offKe by phone or by traditional mail. if you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(t ), Florida Statutes, Mrrc:rve October 1, 2' IL licensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they have ere. The emai15 provided may be used fcr of( ml COT on with the license However email addresses are public record. If you do hot wish to
suppfy a personal address, please provide. Nh' C9panlae11. with an email addre's wh;ch can i%a made available to tfle Public. To determine it you are a licensee under
Chapter 055, F.5., pleas^_ click hgy., ,
Product Approval Accepts:
Gfedi! Cara
Safe
littps://floridabLiildinc.org/pt•/pr app tltl.asps''par<uii==��GI:VXQ<vlDqufj9QrTt6YQ1irJ0P... 3/28/2017
D.L. OPNG. MOTH
.._O.L. OPNG. WTDIH
I
i
, .
_r-r.i..-
A 1/4-
_X.
-LEAD/SILL ANC-ICRS TYPE A. a OR C
3 A' EA-I,JAMB
SEE SHEET 2
TYPICAL ELEVATIONS
O.L. OPNG. WIDTH
. - S'
TYP
ANCItDRS TYPE A C OR C
3 AT EACH SIDE Or MULLION
SEE SHEET 3
RAMPART- SERIES 151)1)
Al.ldil\l\i tt'I\�0�}'_-T)',�LL SY-STEMjS Af,i.)
i HIS PRODUCT HAS BEEN CFStGvEO AND TESTED TO COMPLY N-TH THE
REQUIREMENTS OF THE 2014 'hiI- EDDION) FLORIDA ELILDING CGOE
INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ).
ISY OR 29Y WOOD SUCKS L BUCK =ASTENERS BY HERS. MUST BE
DESIGNED AND INSTALLED ADCOUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDI.N'G STRUCTURE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS
INST�TIONS:
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE
JSE cHAR'S AS rouoWS.
MATERIAL S:tALL BE BEYOND WALL DRESSING OR STUCCO.
--- -
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY.
STEP 1 CFTERLUNE DESIGN WIND PRESSURE REQUIRENENTS BASCD
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON-CCMPRESSIBLE.
ON WIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING
APPLICABLE ASCE 7 STANDARD.
MATERIALS INCLUDING BUT NOT UNITED TO STEEL/METAL. SCREWS. THAT
STEP 3 CHECK DESIGN IWUI CAPACITY FOR A GNEN SPACING
COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
AND HEIGHT USING CHARTS ON SHEET 2
REQUIREMENTS OF THE 2014 FLORIDA BUD -DING CODE & ADOPTED STANDARDS.
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT. ' c. LIFE SAFETY OF THIS PRODUCT. ADEQUACY
i �SIE(' 4 INSTAL CItAEIS ON SHEL7 3 $CLECi ANCHOR OPTION
OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR
WITH DESIGN LOAD CAPACITY MORE TWw DESIGN LOAD
SPECIFIED IN STEP I ABOVE
WATER INFlLTRATON RESISTANCE ETC.
CONDITIONS NOT SHOWN OI THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
STEP 5 THE LOWEST VµL•E RESULTING TROY STEPS 2, 3 AND ,
i
AND TO BE REVIEWED BY BUILDING OFFICIAL
THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED
tMANUFACTURER'S LABEL SHALL BE LCCATED ON A READ2.Y VISIELE LOCATION
IN ACCORDANCE T•TTH. SECTION 1710.9.3 OF FLORIDA BUILDING CODE
THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM.
FOR SYSTEMS WITH UNANCHORED JAMBS, USING SHEET 5.
LABELING TO COMPLY WITH SECTION 1710.8.2.
'� DETERMINE THE MIN. @ MAX GAP DIUENSIONS.
Li
HEAD/SILL
;e
r--T- - -_.T_1_ 1-.
ANCHORS TYPE A. B OR C
3 AT EACH JAMB
Sr,r K;Hrf i 7
DAYLITE OPENINGS SINGLE •0' PANEL•
OLO WIDTH a FRAME WIDTH - 4.50'
CLO HEIGHT --RAME HEIGHT - 5.50-
PPOOLICT COMPLIES wIT•T REWREMENTS OF ANSI 297.1
THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT.
F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REOUiREO
FOR INSTALLATIONS UP TO 30 FT. OF GRADE.
SHUTTERS NOT REOD. FCR INSTALLATIONS ASO%E 30 FT. OF GRADE.
FL #21899
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:v ( _ �. ______1 _—._ . _ COUP-ANL WL6-66EGS!
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SEE IELEV. I i Y100D BUCKS FOR SPACIN6�rtI. • I ° 14) ` .
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WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPLkL QNCEIOKS: SEE ELEV. FOR SPACING
TYPE W- F/16• DLA UI TReCON gY'FICO' (FM-177 KSL FY-155 KS-)
THRU 18Y OR 26Y BUCKS INTO CONCRETE
7-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL;
AUCuOR E'E1GF DISTANCES
INTO CONCRETE - 2-1/2MIN.
6YTO WOOD STRUCTURE - 1" MIN.
' TYPE -B'- 5/16' DLA UITRer.ON BY 'FICO' (FM-177 KSI. Fy-155 KSI)
DIRECTLY INTO CONCRETE
2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2' MIN_
!TYPE •C•_ „�7f16- DL TEK� OR SELF DRILLING SCREWS (GRADE 5 CBS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL. STRUCTURES (HEAD/SILL)
ALUMINUM: 1/8" THK. MIN. (6061-T5 MIN.)
STEEL: 1/8- THK. MIN. (Fr o 16 KSI MIN.)
(SILEL IN CONTACT WH ALNMNUM TO 0E PLITEO OR PANTm)
.AAet•uOR m-E DISTANCES
L IMO METAL STRUCTURE=1/2' MIN.` — —
WOOD AT HEAD OR SILL SG . 0.55 MIN.
CONCRETE AT HEAD OR SILL f-c - 3000 PSI MIN.
�'n
__ __ _
II F.B.0 APPROVED = �r===__�i�_rr
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FL #21899
iealed42_16 17
a 1)11I11 )AN,/ice `!:o ( 1
Na.7C582 _ 4 liiRt
drawing no.
.. ,•01R__,L9_.;y W 16-68
I
WOOD eu
REINFORCING AS REOD,
SEE SHEET 2
FOR CAPACITY
172 x 3/4- TEKS
(2) AT EACH END_„
(1) IN emyEECN \\ �7�(LENGTH - 2/3 OF S
DOW CORNING 7Bo
1/2, MIN. DEPTH - 1/4' MIN.
I- MAX
SEE NOTE
FLOW
N07E:
MAX. MOVEuENI �LNSILIKU-ICU3 STRETCH.
PLEASE REFER TO SEAL�`;T MANDFACRRiER'S DATR ANO MP{;FA: C:I
IULNJAL FOR CoVPA7!Lr- 07 SFAIANT TO SUBSMTr A wINOfW.'ul
WTERJAL/F,NISH AN. CCMFL AKE FOR WARFMTI.
RE rM TO AC'-117-IO FOR CONSTRUCTION ION IOLERAN;ES
ALTERNATE SLAL"JAMB IN AT CAPS CAN BE DESIGNED BY
ENGINEER of RECORD BASED ON MF.VUFACTURER GUIDE UNES
CAPS LESS THAN 1,14- WAY BE DESIGNED BY ENGINEER OF RECORD BY
THE USE OF BOND BREAKER TAPE OR 15% OF GAP ALLOWED MOVEVEN7
FGMF .,D'-
EXTERIOR
1/2- MI-4
1- MAX.
GA'
SEE NO'E
BELOW
FL #21899
;ealed.OZ16-17
ha. TOM
drawing no�
W 16-68
r+---- 2.629 -- •-j 1.250
-,125 ! !
I 1
2.iso
i
i
' F2:ME HEAD/SILL
f` 1
2 GLASS STOP
1 594 '-
1
i094
4128 .'
5,562 j
I !
I
1.159 ^-
' 3 MALE MULLION --�
2.2M _ ,250
1-L.2 i
.. 1
187
J COG
—_ REINF. TUBE
- 1.352
1
.570 .445
.094 - ,
-- 1.812 •--�
4.178
+ `? j
RETAINER CLIP
5.562
-2-354
1,0` 72
1 1,3M
L .125
2----'---
j
_I --L
---2.175--^.
_. JAMB/FEMALE ►AULI.ION
r 1
\6 7
ANCHOR CUP
ITEM NO.
PART F47T m
QUAMITY
DESCRIPTION
]LITL'FdAL
MANr./SUPPLIER%R£MARES
1
EGS-F3
AS REOD. j FRAME HEAD/SILL
6063-76-
2
EGS-F4
AS REOD_�.
CLASS STOP _ _ _..._
_.
GC61-7,.
3
BOOS -�5
6005-75
_
EGS-F2 AS REM. 11A1E YUIl'ON
4
S
ECS-F1
EGS-F6
AS REDO.
AS REOD
(JAM31FE1AALE MULLION
1 ADJUSTMENT AETNNER NP, 3- LCNG
-TS
6
..-_._
EGS-FS
.. ...
AS READ.
...__
An'CHOR CUP. 12" LONG_ ._ .. ..
....�.__
e COS T S
_ -- -.1
. -_..._ ___ ._..._-____...._...__._.. ........
7
EGS-F7
AS OECD
_._.
£XTijt!OR VERT. SPACER
----
A
TREMCO, DUROMETER BO_S SHORE -... -. .. .
. .. _.__. —...,
-F8
AS RECO
- _
C%TERIOR How. SPACER
EPDM
--
TREMCO, OUROMZER 7029 SNORE A
- - _. .. _... .
9
------- - -..
EGS-F9 AS REM
. -
' '1fir�F. 60R WED".,E GISKE'
—r
1
EPDu
TRE._C. OUROV_TER 7025 SHORE A
EGS-F1O
AS REO-
SEtWC DOCKS AT 1/4 P044TS, <• LOIC
EOM
' CLA21NC RJ33ER. OUROMETER BOIS SHORE A
t0
i 11
13/e-16 X 1-3/<-+
I/ CL:T
;Cni SMEIR TFASTENER AT S1LL
-----'
S7. S7_EL
12
13
I J/6"
_
�14 X 1-1/2"
! I/ CLIP
l4/ COAAER
WeLOH LOCK HP% NUT AT S1LL
_..--..__._..._
ASSEMBLY FASTENERS
Sf. Sfcd
ST• STEEL
PH SHIL SUS .._.. _.. _.-__... .. _
14
j NSSJ%1-1/2
i AS REOC.
REINFORCING TURE (LENOTN 2/3 OF MULL
HT.)
-STEEL
A!6 ._ ,
I5
18
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FL #21899 �'!liS�lAL7?i :9heOt got 7
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��MPARI SERIES n W INDOW WALL (S.M.I.) I AL-FAROOQ CORPORATION
�'ENGINEERS
S— INTERNATIONAL,—& PRODUCT DEVELOPMENT
LLC 93GOS NSVDRIVE.SUtTE22
3133 SY/. 251H STREET G
MIAMI. FLORIDA 32173
U L.A.'V. 35381
PEMBROKE PARK, Fl.. 33009
C.
TEL (305) 26"100 PAX(305)262497
Ill. (954) 964-1441 FAX.
(954) 1)(14-1533
. .. ....... —
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 o METHOD I OPTION D
FL 21899
Date:2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25"' STREET. PEMBROKE PARK, FL 33009
Model Name: RAMPART SERIES 5500 ALUMINUM WINDOW WALL SYSTEM
Maximum Panel Width: 72" y
Maximum Frame Height: 120"
Maximum Load: +100 PSF, -130 PSF (Small Missile Impact)
Installation Drawings It 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)
1 £ST
DESt.RIPTION
UST LOCATION,
TEST REPORT
TEST REPORT tt
TEST
a ,
DATE
SEALED BY f
ASTM E283
Air infiltration
Architectural Testing
02/1.4/2017
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
02/1A. 2.017
G3802.01-450-18
Joseph A. Reed, PE
or ASTM 5-17 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
Architr.•Cturai Testing
CV/ 3 1,12017
133802.01• SU-lo
Joseph A. Reed, PE
TAS 202
Air Pressure
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
pESCRIPTION
I LS!" LOCATION
TEST REPORT
TES1
7CST
'w
DATE'
REftC3RT,rl
JSEALED"4Y
g,
FBC 1626.3
Small Missile
Architectural Testing
OV14/2 017
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:
.�Jny`o�n wr;q,,
• �!� E2. iY..S'•
Javad Ahmad PE tf 70592
AI-Farooq Corporation EB H 3538
-%%O'Sealed 02-16-17
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 h• 305.261..6978 1 �:�ti"i!�•3!�4cnf .cvmI alf�ro Cilafcen> .com