HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online �' Page 1 of 2
�ECElVED JUN 12 2017
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9{,�""1t" Product Approval
Jtyy sti9 USER: Public User
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?_x'.i!titt_�QfigYdi t'�SDS ' °:C4.'S5 �t i?u.. s. +t �1.jl�lieauon Detail
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FL 1:1-21899
Application Type Nev.-
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer EGS lnternauonat. t_LC
Address/Phone/Email 3133 Svtr 25th Street.
Pembroke Park, L 33009
(954' 96 4-1441
enginecrs2 501 ia,rllSr1.conl
Authorized Signature iavad Ahrnad
a Ifarooq,gta fceng. co rn
Technical Representative Gary Zack
Address/Phone/Email 311335G Sth Strut
Penliircis r'ark. fi 31 i0';9
(954) 9G4 14.1;
gars [, Qg ,i it Lorna tl Ol kl l i 1, .coin
Quality Assurance Representative
Address/Phone/Email
Category Panel Wali;
Subcategory Storefronts
Compliance Method Lvaluation Report from a Flonda Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahrnad
the Evaluation Report
Florida License PE-?O 9W
Quality Assurance Entity rdaua: at Accreditation & Management Institute
Quality Assurance Contract Expiration Date 1J/31J20i
Validated By Amatad 2,11, P.l.
� :%dhdat!1!+ Ch(?Ckhyi - FtdrUCgp}RL'G?IVi9d
Certificate of Independence
Fi 21899 I?0_.0 01 SS - aarnparf,$pries.SS,QJ_ii;,Uni_Nl�!-;C.�2Q-b Lp If
Referenced Standard and Year (of Standard) Static aid
Y-Qar
AAMA 501
2005
Ar•isi Z'.' ' i
2009
IAS 201
L994
fAS 20
1994
iAS 203
1994
[quivalence of Product Standards
Certified By
Sections front the Code
littps://(loridabLiilding.org/pr%Pl'_app_d[1.aspx'pal'�u--\1CiLV\Qwtl.)gti09QrTt6YQ1irJ01'... 3/28/2017
Florida Building Code Online
1 Page 2 of 2
Product Approval Method
Date Submilted
Date Validated
Date Pending FBC Approval
C--u, n( 17-1 r•tc
Method I Option D
02/16/2017
02/20/2017
02/7,0/2017
FL it
......... ._.............. _..--.._
Model, Number or Name 1
Description
— ---- - - - __—
21899.1
�_�-_...__...I.....__._.__-
Fka,part Series 5500 Alunim.n, I
Large missile impact resistant aluminum window wall
.indow Wail S'rstem
system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
fL21f399. RU-JI 55=RRear[ Serigi $_50q AttlrryWW (l M,]j
Approved for use outside HVHZ: Yes
_pV C VJ16 fib;pdF
Impact Resistant: Yes
Verified By: Javad Ahmad PE -P 70592
Design Pressure: +100/-100
Created by Independent Third Party: Yes
Other: See attached drawing W16-66 for span vs loaf]
Evaluation Reports
combinations and installation instructions.
€ (121899,_ 10 Ar SS_--Ram{lart Series SSL�QIalum y,T (LED
i ;Fi�E..pcfi
Created by Independent Third Party: Yes
21899.2 Rampart Series 5500 Aluminum
! Small missile impact resistant aluminum window wall
4'•Jindoty :"Jail SystemI
system.
—
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
F1,2t899_RC II_S$lRampart_Seri-e _5500_Alum WW{Sh1JJ.
Approved for use outside HVHZ-: Yes.
yJ16 6ti;gdf
Impact Resistant: Yes
berried By: Javad Ahmad PE ,= 70592
Design Pressure: 1 100/-130
Created by Independent Third Party: Yes
Other: See attached drawing W16-68 (or span vs loaf)
Evaluation Reports
combinations and inctallation imst•)c'�ons.
„89,9, RO_Fl[-SS_ •R mJ�art Series 55Op Alu.tn�lW-(�HI]
j'PAF.pdf
Created by independent Third Party: Yes
Back Nexl
G^t• er �l� .: ?f9a �1a:r t?mac t-Iailais?s' e
Tna State of F'"of tdd s an. AA%5e^ pmp;dyer CQ�yrt;r• 2�i97 ;f. 1•:1_Al�t� cr riy_,y;f...: ._".yw SY Ala. m n ; ArreSSibdity Stat^_mert :: Refund Statement
Under Flnnda law. enra,: addrerses a'e 111b4c 't ome It you do rot '.tan: r'o:✓ !:releatied in response to a public-rL'cords request, do not send
CleUrornc mall to this enuty'. Instead, ccmac.: the o'hce by phony nr by trad!whai mall. if you have any questions, please contact 850.487.1395. *Pursuant to
Section 455.275(1), Florida statutes, clrecuve October 1, 7.tP.2. licensees licensed under Chapter 455, F.S. must provide the Department with an email address If
they have nee. Pie emails provided may he used fr_r nff +al C9^:n1un!Cation uth the licenseee. However email addresses are publiC record. If you do not vrish to
suppiy a personal address, please proritle th•+ Dena,tlnent with an ernad address which ran be made available to the public. To determine if you are a licensee under
chapter 455, F.S., please dick hh .
Product Approval Accepts:
Safe
https://floridabuilding.orglpi-!pi- app cltl.asps`.'pararn-=�N�GI'.V\QNwtllqufj9Qr'1't6YQ1irJOP... 3/28/2017
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•HEPD/SILL HEAD/SILL ,
Ar+CiCRS TWE A. B OR C ANCHORS TYPE A c OR C ANCHORS TYPE A B OR C r Z rn c
3 A' EACH JAMB 3 AT EACH SIDE or MULLION 3 AT EACH JAMB
SEE SHEET 7 SEE SHEET 3 Sf.r CHEE7 7 W J I
tp L, o.
TYPICAL ELEVATIONS '-�`--- --
DAYLTTE OPENINGS SINGLE 'O' PANEL•
RMP,1RT SEHIES 5500
DLO WIDTH FRAME WIDTH - <.-r>0-
711._lJml I `M 111\UO«:_TY�L SY T �t_�S_Af..l.) MO HEIGHT CRAMS HEIGHT - 5.50"
THIS PRODUCT HAS BEEN CFSIGVEO AND TESTED TO COMPLY WITH irE
REQUIREMENTS OF THE 2011 glr EDITION) FLORIDA ELUDING CODE PPODLICT COMP! :S 'c
INCWOIN:. HIGH VE10Cftt HL•RRKf.NE ZONE (HVHZ). E$ WITH REOU�ZCMENT- OF ANSI Z97.1
ISY OR 28Y WOOD RUCKS '• BUCK =ASTENE.RS BY OTHERS. MUST BE .. .. . ..... ... __ .. .._ ... _ ;�
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE. Troy SYSTEM IS RATED FOR SLu;1 MISSILE IMPACT,
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SVN ON GRAILS INSTRUCTIONS: F.B.C. APPRCrO IMPACT RESISTANT SHUTTERS REWIRED
i .
FOR INSTALLATIONS UP TO 30 FT. OF GRADE. .a ,
AND INSTALL.EC PER LWIUF•S INSTRUCTIONS. SPECIFIED EMEEDMEN7 TO BASE USE CHAA:S AS FOLLOWS. SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FT. OF GRADE.
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ---• - -
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTG WOOD ONLY. STEP T FfTERLUNE DESIGN WIND PRESSURE REQUIREMENTS BASED FL #�18(J (�
ON MIND VELOCITY, BLDG. HEIGHT, {MIND ZONE USING
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD. _ _ _.
MATERIALS INCLUDING BUT NOT LRfffEO 70 STEEL/METAL SCREWS, THAT - x-CTDR TO dr. RL`?O S '.f 1OR TWE 5T:.CGta.�: ?uACML'.[ Al. �`1TLCI11111i%)//� :ram.-.
COME INTO CONTACT WITH CTHER DISSIMILAR MATERIALS SHALL MEET THE STEP 3 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING o' •oL+„C• 944E oN :.•o cvr s• riA;t;w':3+: �;�: •�jb • %�}i. 6. �i� ,A I, :, I
AND HEIGHT USING CHARTS ON SHEET 2 V+•L'aL'J Mh••T tn:•::n:+ UI raF •wc +-e eo.:A+cvs Ly+A+u'_
REQUIREMENTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THE CAPACITY S11OUNy EACEED THE DESIGN LARD. I UN -5 trocuuTrt ': -•` ' � ,LT I ;, 'T ;� L. '�
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION �y--tc Aaopu;T Lvw o..:rr: resw[NT wu es cossn.?r, u:,un :r J�; .
FOR A SITE SPECIFIC PROIECI. ' c. LIFE SAFETY OF THIS PRODUCT, ADEOUACY I STEP 4 USING CHARTS ON SHEET 3 SELECT ANCHOR CPTION a TCR_0 01 uIT vGN5 No, 70M % : - ,
WITH DESIGN LOAD CAPACITY MORE TKAN DESIGN LOAD c- sm s'CCS+E r•Rattrc LMTL bi RREnAT;E;, a A « oA UA RL4a,ERED '1= T' : t• _ ' : I` >: 11 )i ILl
OF STRUCTURE RECENING THIS PRODUCT AND SEALING AROUND OPENING FOR ! I
WATER INFILTRATION RESISTANCE ETC. j SPECIFIED IN STEP I ABOVE. I:O•.Iut Or A .-'_T -ci ni. HA:D+2 T•[ fA •:'_R O"'iCrvv 'LQR.),I� I +�
CONORIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, rw T••r vr+o,.ur Aw n. a,LA BC REa•evsF:.c rac :rs oaonert:i- �L1J
STEPTHE LOWEST VALL4 RESUL7NG FROM STEPS 7, 3 AND La OF +M T•.E.O C-NCER oT' RCCJRD. AC.d. A5 w DL'LCCATCD: !�) lFJ �i
AND TO BE REVIEWED BY BUILDING OFFICIAL -$ THAT EXCEED THE DESIGN wND PRESSURES DETERMINED C.GAIZA IO r..c wrr r..c .TER sH.L Sue�e m T+:< „•nLR 14 Sr.[; �� QUA'• • F 4� + rT;rOrmq no.
THAU SEEP 1 SHALL APPLY TO ENTIRE SYSTEM. I SP[O•K HiPAWJ:GS FCO -eV-E- ,� TOP._
WINUFACIURER'S LABEL SKA BE LOCATED ON A READILY VISIBLE LOG I j � f? • ' w� 6_(i8
IN ACCORDANCE K1TH SECTION 1710.B.3 OF FLORIDA BUILDING CODE. P 6 FOR SYSTEMS WITH IRIANCHORED JAUBS, USR.'C SHEET
5. +L r¢ q','-.,L.0 S Aj E�q �'[R�pW�>„`wP f� ITw'-'TVAi
ESO-
LABELWG •TO COMPLY WITH SECTION 171O.B.2. DEI£ — THE MIN. & MAX GAP DIMENSIONS.--.-__-� . Sealed-02-16•f7'�;{lr11111!�` rsheet 1 01 71
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CNOINEF.RS a PRODUCE DtUELOPMENT
1 �: (.`...: _ 1_ �i EGS INTERNATIONAL, LLC
`---•__,, - ••--"----l----------- 73805UNSET OHIYE, SUITE 220 1
N m -- - -- • '-'T•..._ ... ..i ' 3133 SW 25TH STREET MIAMI. FLORIOA 33173 (C.A.,Y. 3638
pT PEMOROKL PARK, FL. 33009 TEL.(3oa) 2044=0 FAX.(3os12a2aeas�•
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kq�pART SERIES 5500 WINDOW WALL S M.I.) i AL-FAROO CORPORATION l
`Z 'o ?no dofo ':�. Je'scri lion Q I
INTERNATIONAL, LLC ENGINEERS & PRODUCT DEVELOPMENT Q
�_ 19380 SUNSET DRNE. SURF. 220
p) I Eli
3133 S.W. 25TH STREET MU\IYII, FLORIDA 373.77 rC.A.Y. 3338)
:..
l_ - . PEMSROKE PARK, FL 33009 ` EL13=211 8100 FAX.(7os)2e2ov78 �i
In (954) 994-1441 rAc. (9s.) 98.-1533 :-.:a•..•.. ' -•. --_'.—_ _.• - .__. -- .... .. ..... .. ... _—_.. _. .. .._....._._. —' __.. CO►IP-ANL W16-68EG5�
ICANCHORS IST. _ 1BY OR 28Y
TYPAL `- - _ —•
j'—EDGE—G- VIGOD BUCKS
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TMCAL ANCHORS • %III • '
n i SEE ELEV.-' T
FOR SPACING 11 EOGE DIST. i
i MEL,
T:. ANCHORS
SEE ELEV.
FOR SPACIG
1VOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYP)Cgl._ A\(,EIOP.S: SEE ELEV. FOR SPACING
TYPE •A•_ a/16' DIA UITRAMN BY 'FI.CO' (Fu-177 KSI. y-155 KSI)
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-1/4- MIN. EMBEC INTO CONCRETE (HEAD/SILL)
Aeu`ROR EDGE DISTANCES
INTO CONCRETE - 2-1/2- MIN.
-_ INTO WOOD STRUCTURE 1" MIN.
TYPE -B'- S/16' DU I11TRACON BY 'FIG(' (Fu-177 KSL Fy-155 KSI)
DIRECTLY INTO CONCRETE
2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2' MIN.
TYPE'C•_ �S(]6' DIA Tfl(C OR CFIF DRILLING SCRaV (GRADE 5 CRS)
INTO F.B.C. APPROVED 14UWONS
OR
RTrO METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/0- THK. MIN. (0063-TS m:N.)
STEEL1/B- THK. MIN. (Fy - 36 KSI MIN.)
(STM W CONTAaT WN AINNINUY TO BE PIAIEO OR PAIXTW)
.wNGHOR EDGE DLSTANCFS
L ._. INTO METAL STRUCTURE=1/2' U1N.—
WOOD AT HEAD OR SILL SG - 0.55 MIN.
CONCRETE AT HEAD OR SILL T'c - 3000 PSI MIN.
IW
___ ___
jl F.B.Q APPROVED __ _ ______''._.
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WOOD BUCK
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1/2- MIN.
1- MAX
SEE NOTE
BELOW
/72 X }/s' TEKS
(2) AT EACH END _.
(1) IN OLnYEEN .\
AT 15' O.C.
�T 6.
D 1 OPG
SILICONE
DON CORNING 790
DEPTH - 1/4' M-N.
NOTE:
MAIL MOvEMEhI STRETCH.
PLEASE REFER PPI TO SEALANT IA"UEACTURER'S DATA AND A:CA'N C
WANJAL FOR CUMPATABL--- OF SEALANT TO SUBSTRATE A mNOC Q1
WATER-/F•NISH AND COVF{A%CE FOR WARWI-F.
REFER TO AC-10-10 FOR CO!15TRUCTION IOLEPowCES
AIJERRAIE SIALANTS AT JAMB CAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES
CAPS LESS THAN 1/4- UAY BE DESIGNED BY ENGINEER OF RFCORG BY
THE USE OF BOND BREAKER TAPE OR 15X OF GAP ALLCMED MOVEMENT
REINFORCING AS REOD.
--SEE SHEE? 2
FOR CAPACRY
((` V
v 1�4)(LfN('?H o 2/3 OF SPAN)
1/2- MIN
1- MAX.
FGuE N1D?� _ GA.
SEE NO-E
BELOW
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FL #21899 ! �'ivPL,T� J -s e(7 I
r----2.629 -- ^! 1.250
_125sl
i
2.7SO -
•
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.. 5.280 .. .
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' FRAME HEAD/SILL
1/ .094-) ,,235
C20 .. •..160 ,
2, CLASS STOP
1 yJ4 •-
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ITEM N0.
PART %EW R
QUAhnTY
nTSCRIPnoN
MATERIAL
11ANF•./SL•PPUER/REMARKS
t
EGS-F3
AS REOD. FRAUE HW/SLL
6067-T6
2
EGS-F4
AS REDO.
I GLASS STOP _ _..._
1
3_
-5--
6005 T
ECS-F2 AS REDO.
._._._..__ .
a
ECS-Fl
AS RE00.
JIWd/iEYAL[ YULl10N ..
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._
EGS-F6
AS flE00
.
ADJUSIHEM AEUINFA NP, 3" LCNC
6C61-TS
I 75
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I i I
Sealed-?-16-17
Na 7Db92 ^'I � I a '• �
FL #21899 �'!tiS�Atty: `�nooE 6
.90•�dole :'bj:4'qscription
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UAMPARI SERIES 5500 WINDOW WALL (SA
EGS INTERNATIONAL, LLC
3133 SM. 25111 STREET
PEMBROKE PARK, FL. 33DO9
ILL. (9") 964-1441 rAX. (954) 04-1533
-.tv
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT i
93SO SUNSET DRWV, SUITE 220
MIAMI. FLORIDA 23173 (C.A.S. 3538)
TVIL (305) 20"100
FM (308) 2024978 1
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 < METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25111 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 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.5.2/NAFS-02/TAS 202)
�Y TEST
DESCR1P710N
TEST LOCATION
TEST REPORT
TEST-,RER,ORT,NTEST,��0.
�
>.
Dta1 E
j
SEALED
ASTM E283
Air Infiltration
Architectural Testing
02/1.4/2017
G3802.01-4S0-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
021;1A/2017
G3802.01-450-18
Joseph A. Reed, PE
or ASTM 547 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
_
Arc' < ct ual Testing
Chl 20.17
G3802.01 15U 18
Joseph A. Reed, PE
TAS 202
Air Pressure
--
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
TEST w k
DESCRIP,TIC N
; ` I EST LOCATION
TCST R> !?URT
TCS f
�£ ' �:TCST -WZ7Mi ,X
DATE
RE ORT,rI
,
K FSEAL,EDf[tY��„-�
FBC 1626.3
Small Missile
Architeciural TestlnF
02/1 4/2017
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 2014 Florida Building Code.
Evaluation Report Engineer:
,,�s`a
Javad Ahmad PE ff 7059l.
AI-Farooq Corporation EB H 3538
'%., �o��;.,� �; o"Sealed 02-16-17
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.81.00 IF: 305.262.69'I'S 1 w}vow. IfrenE.com alfaIOQC fcenx.com