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Product Approval
x i - USER:Public User
npphcauon Detail
€y 3 f }
FL 1121ii99
Application Type Mew
Code Version 2014
Application Status Pending FBC:Approval
'omrnents
Archived
Product Manufacturer ECS In_rnae,rlai.LLC
Address/phone/Email 31.33 Stir 21Ah Street
Pembroke park,rL 31099
974;
964-
Authorized
64 Authorized Signature iavad Ahead
3it4rROq:'w�;:'�;?r1 g.L'G"71
Technical Representative Cary ZacR
Add ress/Phone/Erna0 3 13:i S N S;r:r-t
Ponii-rcktt Park,i i ,..iirC9
91:=1 1.1.1 1
g;)r'•/ n:7 rn,i t,Of;oil IC.Ccn)
Quality Assurance Representative
Address/Phone/Email
Category Panel Wal';,
Subcategory Storefronts
Compliance Method Evaluation Report from a;-lorida Regist.cren Architei:t or a Licensed
Florida Professional Engineer
Evaluation Report, Hardcopy Received
Florida Engineer or Architect Mame who developed Javad Annuli
the Evaluation Report
Florida License i E:-7G7'J2
Quality Assurance Entity a:o-or)r;; creel tt.;iD!)°,Managen)ent Institute
Quality Assurance Contract Expiration Date 12/3t,2;1:
Validated By n:r,dd R::: , J.
lta.rLC::pq l r_'ce,
Certificate of Independence tL21899 k0__(;01 SS 1-trnpar $pEtCS 500 A um ",y!„CI ZQ14_pdf
Referenced Standard and Year(of Standard) $tattd-firs! Y
HAMA 501 2005
%'•.1`151 7004
IAS]UI 1.994
TAS 20.) 199-1
T 5 TE3S 19911
Equivalence of Product Standards
Certified By
Sections from the Code
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Florida Building Code Online Page 2 of 2
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Product Approval t•tothad Method 1 Opborl D
Date Su;it'd;cod 02/1fi /2017
Date Validated 02/20/2017
Date Pendin0 1.130 Approval 02/7.0/2017
Summary of Products
.............
--- — ---
FL If Model, Number or Name i Description
21$99.1
Rampart.Series 5.5001 Aiummurn Larye missile Impact resistant aluminum window wall
V,tndow:aa I System i System.
Limits of Use j Installation Instructions
Approved for use in HVHZ:Yes ` F1.21E39.9._R _I_I 55=RR.ampar[$cries SSOQ AI,4tm WW(L 11j
Approved for use outside HVHZ:Yes -DVIG W1;6 66,..pdF
Impact Resistant:Yes Verified B )avad Ahmad PE 70592
Design Pressure: +100/-100 Created b/Independent Third Party:Yes
Other:See attached drawing W16-66 for span vs load Evaluation Reports
combinations and installation in5truct11.)ns. L l 211,999110_ E_SS_-._R mparfa_Series 5500 Alum WW MIT).
Created by Independent Third Party:Yes
21899.2 —� Rampart Series 5500 Aluminum Small missile impact resistant aluminum window wall
Windovi:^!alit System system.
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes ! P1,21899._RO IL_SS ampart_SCrieS 5500/11um
Approved for use outside HVHZ_:Yes D"JG tJ1G 68,pdf
Impact Resistant:Yes Verified By:Javad Ahmad PE= 70592
Design Pressure: i 100/•13! treated by Independent Third Party:Yes
Other:See attached draronq W 16-68 for span vs load Evaluation Reports
combinations and installation ins:rucbnns. F1.2189^,F;p_AE:SS-,Ra.rn))a.rt Series 5.50(1 t11um NJ�^J(S Ilj
PAF,pclf
Created by independent Third Party: Yes
Oack Next
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Toe StatC Gf F:Grtda d are 3AlE'LC E�-p Gee'.C^•+;r,
of. Ar,c�s�b;ty Stat-man ga>q:d siaICTeat
Unc r Flon;:a larr,Cala f.,:dd ra55d•i a'^8ubhc- It':Gu=f+*t 1,11! .. .. a0.1't 4P.rc_teatiEd rn lie sponso to a public-recards rogtic'.il,do not send
electronic mail to this entity.Instead,contac.:.thn�o'wt hp Pl•cr"a rr U7 tradmGnal na,!.I;yoi:have any questions,pleas,contact 850.,87.1395.-Pursuant to
Section 455,275(l),rlonda Statutes,errecuce Qclober 1,i(n2,licensees licensed ander Cramer 455,F.S.must provide the Department with an email address i;
they have ore.The emails provided may trc us^_:;!r_:aft;�al comntur:c?.hon rr th the licensee.Nb.vever Email addresses are public record.Ir you do not will to
supply a personal Jccr"S,please provide lhi` w,.h an ernait address winch ran bn mach available to lite public.To determine IF you are a licensee under
Chapter 455,F.S.,please click ham.
Product Approval Accepts:
�if ti til• {.,c`C;
Safe
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RAMPART-SERIES 5500 DLO WIDTH FRAME DT, .50"
gi_NVQIV_VVALj_SYSTEN_l_(5-3jJ_) OLO HEIGHT -RAMS HEIGHT - 5.50'
THIS PRODUCT HAS BEEN CFSIGNED AND TESTED TO COMPLY wTH THE
REOUiREMFN7S OF THE 2014 lb4- EDITION)FLORIDA FLILDING CODE PPOL)LICT COMP,!ES WIT'I REOU:RCMENTS Or ANSI 297.1
INCLUDING HIGH VELOCITY HURRICANE ZONE(HVHZ). 7
IBY OR 28Y WOOD RUCKS L' BUCK -FASTENERS BY OTHERS. MUST BE .. tp
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCTLOADS THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. uI
70 THE BUILDING STRUCTURE. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS rEQUiRED
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS FOR INSTALLA710145 UP TO 30 Fr. OF GRADE.
; .
AND INSTALUD PER mANUF'S w5TRUCTIONS. SPECIFIED EMBEDMENT 70 BASE JSc CHAR'S AS FOLLOWS, SHUTTERS NOT REOD. FOR INSTALLATIONS ABOIA 30 FT. OF GRADE.
MATERIAL SHALL BE BEYOND VIAL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP I DETERMINE DESIGN WIND PRESSURE REQUIREMENTS BASED
ON WIND VELOCITY,BLDG. HEIGHT,WIND ZONE USING FL #2la99
ALL SHIMS TO BE HIGH IMPACT, NON-MCTALUC AND NOH-COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD,
11 Ikt,
MATERIALS INCLU03NG BUT HOT LIMITED 70 STEEL/METAL SCREWS. 114EAT �D'41"CFSQ TO Ar.PESP FCR Twr SFLEC�WP11-C—fU-ID 0
STEP 3 CHECK DESIGN LOAD CAPACITY FOR A GNvH SPACING 0;7--O'.v IALC�a', Ii•
COME W70 CONTACT WITH OTHER DISSIMILAR MATE
REOUIREMENTS OF THE 2014 FLORIDA BUILDING CODE&ADOPTED STANDAR
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. lo5 vocu.vj.
RLALS SHALL mEC.'THE AND HEAGHT USING CHARTS ON SHEET 2 1, c—:"n U—TC !-�L CO-1.11 N"i
NOT PROVIDE INFORMATION DS.
IS GEuERIC AND DOES
THIS PRODUCT APPROVAI_
FOR A SITE SPECIFIC PROJECI. LM:. LIFE SAFETY OF THIS PRODUCT.ADEQUACY i STEP 4 USING CHARTS ON bHELT 3 SUECIA.4CHCR OPTION AN ey Ap'y YEANS No.70M
I
WITH DESCH LOAD CAPACITY MORE 1WW DEIJGN LOAD Ic-5,n�c-,c FRO-xv..6.1.1 6i:-E-.AM Zv A SLmsA m-lukc.-'IS X,
OF STRUCTURE RECErr.NG THIS PRODUCT AND SEALING AROUND OPENING FOR SPECIFIED IN STEP I ABOVE. IN�H"m�.11cl_ice 1-1.FITIA"'*'.1 fa0-_LP O lra�D il::
rw I-r P�[Cl 1m—C' IL Bt RCST��S:5_C FOR',�-—O"Eft!
WATER INFILTRATION RESISTANCE ETC.
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S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. -ST 'E RESULTING FROM STEPS 2,.3AND 4 LECATE
CONDITION STEP THE LOW', VALL .ED ER I.
AND TO BE REvlMD BY BUILDING OFFICIAL DESIGN WIND PRESSURES D P._t CER SHkU.SuButT TO T,!
TNRU STEP I SHALL APPLY 70 ENTIRE SvSrEu- spc..c tw':ps Fc.. Sga.T.RC a • Wl 6-68
MANUFACTURER'S LABEL SKA_'L BE LOCATED ON A READILY VISIBLE LOCATION I
IN ACCORDANCE%17H SECTION 1710.8.3 OF FLORIDA BUILDING CODE. _p FOR SYSTEMS WIN UNARCHORED JAMBS USING SHEEP C�TnS P.LV.Sash
KAQ F-E=C MD O�AWc�SEMI,1rt
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n -' - I' ENOINEF.RSRPRODUCTDE'VELOPMENT
EGS INTERNATIONAL, LLC
i OT o 9380 SUNSET I)HlllE.SUITE 2-1 i
3133 S.W 5TH STREET MIAMI,FLORIDA 33173o
C.A.A'. 9698)1
PA ' LSOOGtz0"10Fa%.woaTa0sa97a j
TEL. 95A 904-1441 F". 95a 964-1537 ...__._.. .. .. _. �
PEMBROKE RK. FL. 33009 TE
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�8 o 'fno dale -6y�descr ption
E•I�a= it EGS INTERNATIONAL• LLC ENGINEERS&PRODUCT DEVELOPMENT'
19380 SUNSET DRIVE.SURE 220
r--- - - __. ._ -. _ }1}3 S.W. 25TH STREET =,.FLORIDA 33377 J
I 01 i�_.____.,_. ;: .._: PFAIRROKF. PARK. FL }3009 TtL.3"?!It2G lLoo FAR.TJ06)262Bo7e tl•�
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TEL (954)9F.r-1441 rAI.(954)964-1537 :._,_... ---
—__J _____..._._.._. _ .._.. _.. _ .__._.... .. ..... .. ..... ..... . .......... COUP-ANL116-68EG5�
TYPICAL ANCHORS
n�.g3 •^z T�«c; EDGE OCSTI ley 28•Y EDGE
_ SIANCHORS
E
FOR SPACINSTRUCTURES Ii�F __ ----SEE ELEVD BUCKS —SEEEL ------
FOR A ^___•-- - ____"_'
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it APPROVED UONWCHORSIj
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FOR SPACDTG FD.Q SFAVNC ,m In N
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WOOD BUCKS AND METAL STRUCTURE NOT BY ECS !z' nI
MUST SUSTAIN. LOADS IMPOSED BY GLAZING SYSTEM ' J-
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TYPtG1�L-1tiL(:iIOY.S: SEE EIEV. FOR SPACING !1-= vl 86 a,
'+ TYPE A- 5,[/8'DIA UITRACON BY'fit Q0' (Fv-177 XSI.Fy-155 KSI) ++ f W n OW..("
THRU IBY OR 2BY BUCKS INTO CONCRETE I !
....1;..__..
•
1-1J4'MIN, EMBED INTO CONCRETE (HEAD/SILL' !';
\ $ Q$,'EDGE 6lCTAN.Fc
I INTO CONCRETE - 2-1/2 MIN. ' I
WTO WOOD STRUCTURE a I'MIN. ;
!
_
TYPE s/T6'DLA UCTRACON BY•Et.CW (W177 KSL Fy-15S XS`)
'
n 1 I
DIRECTLY INTO CONCRETE
I
^-� r MIN. EMBED INTO CONCRETE(HEAD/SILL) '
I• 2, DISTANC
v INTO CONCRETE - 2-1/2'MW-
HYPE'C'_ �/T 6-DL 7EKc DR cFtF DPo I,�T�h_' y (GRADE 5 CRS) tUj�71 i�_
588lled
INTO F.B.C.APPROVED MULLIONS It l-,16-1
14 ilt711`ij•. fel�U.�• ,�
DR
A
61
tINTO METAL sTRex suREs(HEAD/SILL) Al
I_ �`-' � AL,UMMUM: T/B"TMK. MIN. (8063-15 MIN.)
'. STEEL• 1/8'THK. MIN. (Fy-36 KSI MIN.) , 2 ,y
(120.IN CONTAcr MM AWYPNY TO BE PiATED OR PAINTM) l}
(� , ettCxoR FDrF D�rANGFs
n I
CALANCHORS
EES-'• `Y` • �_ ..-_.. INTO METAL SR2UCrifRE=t/2�MfN.— — i.-{ '•'. dra+r'ng no.
FOR SPACING I EDGE o1sY._ WOOD AT HEAD OR au SO .0.55 MN.
CONCREYE AT HEAD OR SILL f'c-3000 PSI MIN. FL #'
41839 'rrfinnll='' ishoei 4 oto
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SHCET 2 I O o(•�V°ro,VI
FOR CAPACITY
#12 x 3/1-TEKS IL
(2)AT EACH END._, I"�
C. ,•� (I)IN BFl1YEEN �\ 0, 1 .` / ('jx)(LENGTH a 2/3 OF SPAN) ('7 W
AT 15.O.C. l�.0 }
WOOD Butts
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4`
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1/2'MIN. DEPTH. 1/4'EON. 1/2•MIV W Z n Di
1•MAX I•MAX'
CAPFGMF x'IDT� _ Goo I N w
SEE NOTE SEE NO'E 1 a le
BELOW BELOW ¢.— Q
NOTE:
MAX.MOVEMENT :LN5U0fLO0O3 STRETCH.
PLEASE REFER TO SEALC,T MANU'FACTURER'S DATA AND APPI:CA'CN
MANUAL FOR COVPAIAB l•-•OF SEALANT TO SUBSTRAi!A mNOCIKu 1
W.TCRAL/F,N15N AN'O COVPLA�CE FOR WARRANT/.
REFER TO AC--117-ID FOR CONSTRUCTION TOLERANCES
ALTERNATE SLALANfb AT JAMB GAPS CAN BE DESIGNED BY
ENGINEER Of RECORD BASED ON MANUFACTURER GUIDE LINES •C ,
O_
CAPS LESS'IAN 1/4'MAY BE DESIGNTD BY ENGINEFR DF RECORD BY J49.
THE USE OF BONG BREAKER TAPE OR 152 OF GAP ALLOWEO MOVEMENT '•�
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�'1•'• :A P u% drawing--na.�
FL #21899 '��J�T)V.4 � sneer 5 of-7J
17E11 N0. PART N-LIMEi I QUANTITY DESCRIPTION I MATEMAL, YANF./SUPPLIER/FtEUARKS
x.._._2.629-- 13'_8 h•--
1 ECS-i3 AS REDO. FRAME READ/9U. 6063_76 _ mS
i ! 2 ECS-F4 AS REIXI. �CLASS STQP 6063-TS t
_ _� �...__..._•_. ____ __.__ _ b
1 .,... I 3 EGS-f2 AS RE00. HALE MtAL'ON 6(85 TS 4—}
t I _.__._-_...._...-._.� ...-.. -_—_.__ 0:3
2.7SU t .. EGS-Irl AS R£OD. `,LAMB_/FEMALE✓VULIION { 6005 TS 2 4
1 S ECS-F6 AS gE00 �AOIUSTNENT AETNNFR CUP.3"LCNC
......_.._ .. ... .. ..... ...... -.-_�._.....__-___-..�.-....... ... .. .. »....... x
fi ECS-FS AS RE40. Ax(ttOR COP, 12`LONG 6005-TS
i I 7 ECS-F7 :AS AEOD ! EXTERIOR VERT.SPACER - - - _-_EPOM_- -TREMCD, DURONETER_BOSS SHORE A
I A ECS-T'6 !AS RECD EXTERtBR H(fa2.SPACER ..._ --EP17N u TREMCO. DUROV=_TER 70t5$"ORE
..............___....:.._....._.. ...__
.. 5.280 .. 9..-_I ECS-F9 A5 RE07 � 'nTER10R WEDGE CASRE'. .. ..._-�.. EPDY �TREt<=, a'JROV-7ER 7855 SHORE.A .... ��N i
r '
i .. ...__ _. ._.�_�__. .. ..._ .Q N :
10 EGS-F1D A5 REG') SEl`T!NC BLOCKS AT t/4 P0o1TS.<'L*%G E�aM W CtA7,vC RJe?EA,aUROUETER 8013 SNORE A 5
tFRAMf HEAD SILL ..� ._,.----•__. .._.-________�.... ._.. ._._.._.L__._. _ .._ ...-,_. U
•'-' _ _
HEAD/SILL ,i �J/6-t8 X 1-3/<�: I/ct:r Aa)USTMENy WENER AT yLL 5T.STEEL - _ ....._ .. �M ! 7
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12 3/fi" 1/CUP IT(LON LOCK 1IEX NUi AT StLL ST.STEEL - Q L C Q g
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-+.1 t5- .•- 13 J!ta X T—tf2" </
Cop IQ
55EM8LY fASTEl1fRS _ Si-STEEL Px PN4.Sus -.--...... ,. Qx
1 ,4 I HSSJXI-1/2 I A5 REOJ. REINFORCING TU6E(LENGTIt - 2/3 OF MULL R7,)~ STEEL �A!6 •Q »,_;i •
-- = 15 f 2%3f<`TE%S i?5 FECJ RfiNFORCENEFT TUBE Ft,SiENE35 ' ST. STEEL 2 A-UC:'.END fi 1 AT 15'O.C.IN 6•_WEEN SL 2
;1 1.235 111 I.......ECS-F72-.. AS RC2:) 3/4•X 3/4'X.062'ANGLE ALUM AT TOP& Bc iOV Of.uwaS tr MUuhX+S -1 z C�3t
__._-.. .. - _.ORE EGS-Fit A5 RL OJ +'LONG CLASS 5PACER,s'FROM T .OP y BOTIOu POM DURCVE:fR?oxS SRfMA
020
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a lade 1t m-16 RAMP1RI SERIES 5500 wINDOw WALL (S.IA.L�;AL-FAROOQ CORPORATION I
a� 2 v _ n0;dv(! b}';descriptinn _ _ ,. a
t •. -EGS INTERNATIONAL, LLC __-�'•936O.SERS TDRD-SU M22O PMENi
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DRIVE,SUrtE 220
`I= ( 3111 S.W. 251H STREET FLORIDA 23173 (Ci.M 3539} �#
a a•'h< :..._,� i ... PEMBROKE PARK, FI.. 33D09 � TELM05)s6a 100FAX
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CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
MI
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61 G20-3 o METHOD 1 OPTION D
FL 21899
Date: 2j16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25 T11 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 11 W16-68
This product complies with the High Velocity Hurricane -Lone (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)
TEST DESCRIPI l0N_ - FEST LOCATION TEST REPORT TEST REPORT,It a. T EST
DATE SEALED:BY r 3- :
ASTM E283 ,lir Infiltration Architectural Testing 02/1.4/2.017 63802.01-450-18 Joseph A.Reed,PE
Leakage
ASTM E331 Water Architectural Testing 02j74J2017 63802.01-450-18 Joseph A.Reed,PE
or ASTM 547& Penetration
TAS 202 _
ASTM E330& Uniform Static Testing ] 20.7 G3802.01-450-18 Joseph A.Reed,PE I
TAS 2.02 Air Pressure
_
Supplemental Tests (Tested in accordance with TAS-201 and TAS-203)
£ TEST DESCRIPTION ITST LOCATION TEST REPORT TEST TCST s
r
DATE REf'ORTtrf
FBC 1626.3 Small Missile ArChlteCi Ural Testing J ;4/2 017 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: .• t? •;.ti;,;
•r r v 41
lavad Ahmad PE i1 70592 '�
AI-Farooq Corporation EB '13538 I %;,' ,�;.,L'�`;•�`Seaied 02-16- 7
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T:30S.264.8100 I F:30S.?62.6978 1 wwr;_afr:eng cyrp alfaro (loafceng.com