HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online Page T of
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d4�d.rs�� ri'' Product Approval
r
USER: Public Use,
? zi.4!S,.-�grir.C,v l_NS!:i! "�:4L'::._._�^i_�Si?a'x n_b !`<`rn • f.2u...f,�?L�Qr i>... , Application Dctai!
FL21899
Application Type NQ",;
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer EGS Internauonai. t..LC
Address/Phone/Emaif 3133 SW 25th Street
Pembroke Park, FI. 33009
(954; 964-1441
engineers2 501 �Mn:sn.com
Authorized Signature )avail Ahrnad
alfaroogigiafceng.Con)
Technical Representative Gary Zack
Address/Phone/Erna 0 313:3 Sr: 25th Str_r t
Pembc'oke Par . I'! .3 3fjC9
(91)4) 964 144 i
garvC�egs;; iiernauo: ialilc.com
Quality Assurance Representative
Address/Phone/Ernail
Category Panel Waf;
Subcategory Storchonts
Compliance Method Evaluation Report from a Flonda Registered Architect or a Licensed
Florida Professional Engineer
LValuation Repor; - Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahniad
the Evaluation Report
Honda License PEr.-70692
Quality Assurance Entity National Accreddation i Manaigement Institute
Quality Assurance Contract Expiration Date 12/31/2017
Validated By Arnmad Rzaz, P.F..
V veflldatn:)ri („he!"Kiisi - PtardCcl y° R*3C•:!IV[;tri
Certificate of independence
F1.21899.I4U_Cf1I 5S R fn.u�(t, cries_: SQu_.!11,�m,_WW_;CI lQ_14 pylf
Referenced Standard and Year (of Standard) S..tatlAatd
Y-gaC
AAMA 501
2005
ri.riS, Z:'
2009
rAS 701
t9911
1AS 2L)2
1994
tAS 203
1994
Equivalence of Product Standards
Certified By
Sections fron-� the Code
https:HfloeidabLiilding.org/pr/pr_app_.dt1.aspx9paran'iz w GI"VXQwtDquO9Q Tt6YQIiH0P... 3/28/2017
Florida Building Code Online
1' Page 2 of 2
Product Approval t•tothod
Date S+vibrimled
Date Validated
Date Pending FBC Approval
Summary of Prnrlurtc
Iethod I Option D
02/16/2017
02/20/2017
02/2.0/2017
FL Ot
Model, Number or Name
i Description
------- _._._..._.._.....__- _ .._
21899.1
...--
Rampart. Series 5:100 Aluminurn
j Large missile impact resistant aluminum window wall
Wlndow'.fail System
system,
Limits of Use
V
Installation Instructions
Approved for use in HVHZ: Yes
fL21f399 RU_ lI- 55=RR.Ompart Serig5 SSOQ A),41.rr� WV-(t Mij
Approved for use outside HVHZ: Yes
-pV-C V/1.6 6,6,ndf
Impact Resistant: Yes
Verified By: Javad Ahmad PE w 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 instructions.
F.0 1699I'O A.[ ,. SS,-,_Rlmpar( Series 550C1 Alum WNl_(l hf1�
i _Prof
j Created by Independent Third Party: Yes
-
21899.2+ I Rampart SCfICS SSUU AIlIr11if1Un1
Small missile impact resistant aluminum Window wall
Window :gall System
System.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
! FL21899, 110 I,L_SSA.Rr�mnarl_Series_SSOQ_/11um_WW,_($f�,
Approved for use outside HVHZ_: Yes
DN! 1!J16 tiEi.,pdf
Impact Resistant: Yes
enfied By: Javad Ahmad PE = 70592
Design Pressure: .I.100/ 130
Created by Independent Third Party: Yes
Other: See attached drawing W16 68 for span vs load
Evaluation Reports
combinationsand installation instructions.
I L21i899. RO_Afr'_$$—R 'Lill
i PAF:.p if
Created by independent Third Party: Yes
Stich tldxt
4Rr.,tjrt U� .•"01 tltr—xel?=e Roe.d. .Lllaht�c5!.:£ f!:_3..'.?.°2 Ehq.43_$5.4�?L21.
The State of Florida :S a,.. AAf?eC erg oyes. Cx pyn..• "..077.7•';13 st.3t,? pj_7 .$:: P*m,,y am :: Arcel;S:bdity Statemer.:: Refund Statement
1; n
Under Flun'!2 law, err111it addr@eSi?s are ; ubiic r+:. N';S It you uu rat .tiara;. f' ;r e—w. adCres' released inrer.ponse to a public -records request, do not send
Ner•ranlc mall to this onbty. Instead, c°ntaC.t [he, o"hct) by phone or by trad4,onal mail. If you have any questions, please contact 850.487.1395. 'Pursuant to
section 455.2, (1), Florida Statutes, efreC4ee Udober :, 1012. iicensees licensed under Chapter 455, F.S. must provide the Department with on email address If
they have nre. The orrails provided may to used for afnt:at tomn!ur.;trtion with the licensee. However email addresses are public record. !r you do not wish to
supply, a perscral acdres, please provide this DBpar Inc'.. with an email address which can be made available to the public. To determine if you are a Iicensee under
Chapter 455, F.S., please CI:Ck ham,, rr• ,
Product Approval Accepts;
P M Mi4= �r.` i l
Safe
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D.L. OPNG_ IffiDl!j
1/4-
MIX
-LEAD/SILL AuC40RS TYPE A, 8 OR C
3 A ' JAMS
SEE SHEET 2
ANCHORS TYPE A E OR C
3 AT EACH SIDE Cr MULLION
SEE SHEET 3
.pPNC, ytql[q-
2
4
HEAD/SILL ANCHORS, TYPE A. B OR C
3 AT EACH JAMB
Srr SHrcl 2
TYPICAL ELEVATIONS OPENINGS SINGLE '0' PANE
RAMPART —SERIES .5-:500 ��tFRAME WIDTH - 4.50"
AM13%
DLO HEIGHT rRAME HEIGHT - 5.50'
.HIS PRODUCT HAS BEEN CFSil.NED AND TESTED TO COMFLY WITH Tr•E
REOUREMENTS OF THE 20!4 EDITION) FLORIDA ELILDING CODE PRODUCT COMPLIES WIT"I REOUaREIVIENTS OF ANSI 297.1
INCLUDE'-- I:Gii VELOCITY HURRICANE ZONE (NVHZ).
ISY OR 29Y WOOD BUCKS & BUCK --ASTENERS By WhERS. MUST B-
DZS:GNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT.
TO THE BUILDING STRUCI`URE.
ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED
FOR INSTALLATIONS UP TO 30 Ff. OF GRADE.
AND INSTALLED PER mANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE _JSE CKkR7S AS r3U.O.S. SHUTTERS NOT REDD. FCR INSTALLATIONS ABOVE 30 Fr. OF GRADE.
MATERIAL SHALL 13E BEYOND WALL DRESSING OR STUCCO.
A LOAD rURATIOn INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP I GMRwNE DESIGN WIND PRESSURE REQUIREMENTS BASED ON WIND VELOCITY, SLOG. HEIGHT, IVIND 2004C USING FL21899 #
ALL SHIMS TO BE HIGH IMPACT, NON-METALUC AND NON -COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD. -,rl*-
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT STEP 3 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING c�awvo To ar. aEs--,o%w6,E imr sr_zv-x, A%�
0; 7- WCl IPSC� 0.4 T�j r�-
"t'l— cll� — w_Tf _�,, T—C
REQUIREMENTS THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. To-s"vocu-ViT
COME INTO CONTACT WITH CTHER DISSIMILAR MATERIALS SHALL MEET' THE AND HEIGHT USING CHARTS ON SHEET 2
OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
m�LwE�T — BE c-
THIS PRODUCT APPRO IS GEr.,ERIC AND DOES NOT PROVIDE INFORMATION i a- 7I,A oDucl INA ir A�7ril
VAL CHARTS ON SHEET 3 $MCI ANCHOR OPTION �TcFro v Ma VL.Ns No. 70M
FOR A STEI SPECIFIC PROJECT. i.c. UFE SAFETY Of THIS PRODUCT. ADEQUACY STEP USING
WITH DESIGN LOAD COPACITY MORE IHAH DESIGN LOAD JC- VM VC - rROACT, S.141 &L -It-ME, .1 . FLD� r�
OF STRUCTURE KCErlr.NG THIS PRODUCT AND SEALING AROUND OPENING FOR rKz
U SPECIFIED IN STEP I ABOVE. VC1413k W —i- I-L KIA�_ 1,1 Vl��tfl W HCZAV tLaf..),l=
WATER INFILTRATIONRESISTANCE ETC. j r� i-c imcc, ,o �. .,IL BE RES"ONS-9Z r0q T�- P
.4 THIS DRAWING ARE TO BE ANALYZED SEPARATELY. 3 AND 4 "OpEft !r-.%
CONDIIIIIINS NOT SHOWN U STEP THE LOW_-ST VALLE RESULTING rROV STEPS 2 -0= DCLCCCD- F
AND M 13E REVIEWED BY BUILDING OFFICIAL — -I THE DES" `61ND PRESSURES DiMiMINED EL= `rO TC T.S InS 14 Srf.
THRU STEP I SHALL APPLY TO ENTIRE SYSTEM. SKoc-C WA—S FCP NiYEx
uANUFACIUREWS LABEL SHALL BE LCCATED ON A READLY VISfELE LOCATION ID..,
_H-T TONAL IN ACCORDANCE Wff)� SECTION 1710.8.3 OF FLORIDA BUILDING CODE FOR SYSTEMS WITH UNARCHORED JAMBS, USING SKEETT-S kLD. s-.U. ICA. DIE .0 CACI-L &x,_wpc c, 'z LASEL_MG -TO COMPLY WITH SECTION 17tO.8.2. DETERMINE THE MIN. & MAX GAP DIMENSIONS. L m-4� r-:�rra
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q_q; MW-RAR' CNCIINrFRS A
M M
LLC 9360 SUNSET DRIVE. SUITE 220
I r" A A,
:,MIAM FLORIDA 33173 1. . I
:i 3133 S.w 25TH STREET 0638)
PEMBROKL PARK FL. 33009 TEL.(30W2044=0 FAX. (305) 2�2-ao7s
.... . ... . .......
�4 . W... . 1: TEL. (954) 904-1441
(954) 964_1 53,3
CORPORATION
PRODUCT IDIEVELOPMENT
role.
CORPORATION
PRODUCT IDIEVELOPMENT
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s a Oul•. 11-o3-te RAMPART SERIES 5500 WINDOW WALL S.M.I.) i AL-FAROO CORPORATION
rnoJ dnlc' .5Yldeacrlplian _ _ ._-. _. _ .. _ (�IQ
E. m««it EGS INTERNATIONAL, LLC — l ENDINEERS&PRODUCTDEVELOPMCNT Q 1
- J 1133 S.W. 25TH STREET 9360 SUNSET DRIVE. SURF. 22D
MIAMI, FLORIDA 33ZT3 (Cd.9. 3338)
- 0) PEM8ROKE PARK. FL 33009 `rEI.130a1264810o FA%.La0612S2aov6
JJ ? UY. el' 1EL (95a) 9F.a-Isal i'Az, (994) 964-1;.13 `•".•r---::+:::�._—__.
�___. _'__.._.... _ .. ... _.— 7.,_.. CAMP ANL V118_-68Ef.5�
TYPICAL ANCHORS EDGE obi. 1BY OR 213Y
Yl00D BUCK51
to :g
n
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
!" I•,. I• TYPICAL ANCHORS • ,;
WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURF.
1-YPICA_I._ LV CHOR, SEE ELEV. FOR SPACING
TYPE •A'_ S/16' 01A II TRACON BY 'ELCO' (Fu-177 KSL Fy-155 KS')
THRU 1BY OR 2BY BUCKS INTO CONCRETE
1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL)
AHCuOR EDGE DIRAN- S
INTO CONCRETE - 2-1/2" MIN.
INTO WOOD STRUCTURE 1" MIN. __- ._` •� _-
'.TYPE 'B'- 5116- DR LRTRACON BY 'FICO� (Fu-177 KSL Fy-155 KT)
DIRECTLY INTO CONCRETE
2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE � 2-1/2- MIN.
(TYPE -C-- 5/16- DIA TEKS OR 5ELE DRI LIN SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
OR
INTO METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/5' THK. MIN. (6063-15 MIN.)
STEEL:- 1/8' THK. LAN. (Fy - 36 KSI MIN.)
(STEEL IN CONTACT mIN ALMMMU TO DE PLATED OR PAINTED)
.ANCHOR EDGE D_LSTANC£5
INTO METAL STRUCTURE=1/2- MIN.— — —
WOOD AT HEAD OR SILL SG - 0.55 MIN.
CONCRETE AT HEAD OR SILL ('e - 3000 PSI MIN.
n ((Li
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-------------
F.B.r- APPROVED
mUwom h. MULUON ANCHORS
SEE SEPARATE APPROVAL tl
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1 61 o,T� i
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FOR SPACNG
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FL #21899
7
%1 j j
No.70582 _
aFaaIR9 DO.
.•.... W16-68
T
WOOD Bu
e12 x 3/4 TENS
(2) AT EACH END _
(1) IN BETWEEN '\
RENFCRONG AS REOD.
-SEE SHEET 2
FOR CAPACITY
�.
i FIiN[:TH v 9n Cr s^••-•
E%TERIDR
OPG 1) L
OON CURNTNG 790
1/2- MIN. DEPTH - 1/4' MIN.
I' MAX
SEE NOTE
BELOW
NOTE:
MAX. MOVEMENT CCNSCiREU-1003 STRETCH.
PLEASE REFER TO SEALANT MANUFACTURER'S DATA ABO APPOCAT CN
MANJAL FOR CUMNAIAB L.�- OF SEAV.Nr TO SUBSTRATF A mNOCM'u 1
MATERiAL/r,NISAT.'D -OvPL A4CE FOR WARRANTI.
nF R TD AC._ I Q- 10 FOR COYSTRUCIN)N lOIIIiFNCES
ALTER14ATE SLALANIb AT UAMB GAPS CAN BE OE51GN£D BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUGE UNES
GAPS LESS THAN 1/4- MAY BE DESIGNED BY ENGINEER OF RECORD BY
THE USE OF BOND BREAKER TAPE OR 15% OF GAP AUOWEO MOVEMENT
FGME 1L':DTI
1/2- MI-4
1' MAX.
SEE NO'E
BELOW
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Sealed.02:18-17 0
`��UIII!IlFiijr
jt'r1SCEeF
N
i1M1-O ~-lq �11lIy'f �i•��
F {'• :7l P - • r drawing no.�
W16-681
FL #21899
I---•-2.629-- j 1.250
f - .125
I
2.iw -
750
5.280 -
t FRAME HERD/SILL
1
.G94 _35
020 ^-.3EO
.2 GLASS STOP
1 594
250 ;
I
4.178
i 5.562
A.
• t,759 =-
3 MALE MULLION
2.250 _ .z50
.125
a
2.125-
ELIALE 1{UWON
ITEM NO. PART %uwER I QUANTRY I nF5CA1PT1oN VATEEIAL IMANv./5GrP1JI-/neywtu.. tb
1 EGS-F3 AS REGO. I FRAME HEAD/SIl 6063'T6
2 EL'S-CSAS REDO. ' MASS STOP 606]-T5 --_— - '--- 11
I -' ECS-F2 AS RE00. HALE YULUON 6005-TS _ F q 4
a - - ECS-Fl AS RE00. I JA 3/FEWLE MULLION _ .__—__-__ -_.... - Z
t..._..__....... -7 __._.
,- .__..... ._ . _._. . �....._....... I _ ....... ... .. _ . . __.._.__.........
EGS-F6 AS REOD i ADJU57MENT AETNNFR NP, 3' LDNG 6C6]-TS 1. Q � i
6 EGS-FS AS REOD. ANCHOR CUP. 12' LONG .. ... ...._.__ _ _—_ _ _ -_ ___- _ O a
. ..__. ._...._.___�_ .. ..
iI
AS KOO E%TER:OR VERT. SPACER __ __ _...... ..
....._._.CE __ ......__ .. .. 1
e O _ __ O
pDY TREMCD. DUROMETER BOSS SIIOAC A _ aO
I A I EGS-FA I AS RECO EXTERIOR HCIC2. SPACER FiDM r.iRCNCO. DUROu?-ER 7025 SHORE A ..._... �1 F
TREYCO. DUROV_TER 7055 SHORE A
9 I ECS-F9 AS REOD. •hTcR70R WEDGE G4SKE.'. ... .. .,_ - -_. _._ ...—__ ._ .. .. 0 O y ^ y
-' 1 .. - i
EGS-F70 AS REDS SCT`14G l3:OCKS AT 1/4 NNTS. t !0�G EMU CtA7.,C :tin -R, OUAOYETER eO:S_SHORE A U uiti
... .. ..._ �-__ _. .. ... . G
11 IJ/9-16 % 1-J/a•: I/ CL:r ADJUSTMENT FASTENER AT SILLSTEEL O Ca g;
12 f --
% ]/<' Si AS REO]. REINFORCEMENT TU6E iASIENERS _ _._. _ ) ___ {) _._.___
t -----_ALUM - AT TOP tr i:JTTDu OF JaY05 k YtItI13N$ OZ
t6 iEGS-F72 .I AS REO] � _/4' X 3/4' % .062' ANGLC _ _ _._ _ C �'
.__.EGS-FI :.AS REOJ i LONG CLASS SPACER. 6" FROM TOP 5 BOTTOM �rCM ...OURCVE:ER '3015 SHORE A
^;I
I
1
- .187
].COO
I I
I :14; REINF. TUBE
- 7.]52
.510 � .445 <20 _ L•--�J '260
I--T i _
.094.
1 = t.812 .35o 1
I -- -^ I
RETAINER CLIP
-• .-2.354—t
l
1.375 L .125
I_ r
6; ANCHOR CUP
EXTERIOR VERT. SPACER
SCALE 0
--.250r-
i I
407
.125-L -�
(e�
EXTERIOR HORIZ. SPACER
JCALC 1 t
! 59D
.823
.4B9
!� -.290
l s)
`. INTERIOR WEDGE GASKET
In
b':d' 1� scrition
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Rk%`IPARI SERIES 5500 WINDOW WALL (S.M,I.) I A4FAR00 CORPORATION
E6S-'INTERNA-nONAL. ENGINEERS &PRODUCT DEVELOPMENT
3133 S.W. 251H STREET 960 SUNSET DRIVE, SUFTE 220
MIAMI. FLORIDA.11173 (V.A.N. 3538J
PEMBROKE PARK, FL. 33DO() TPIL(305)26"100 F
ILL.. (9D4) 96A—L44!. . _�AX (954) 984-1533 r"'
—... I . . 1. ... I .... ......
� Q
AM
AL
4A CORPORATHON
" CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G2O-3 a METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 25T11 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)
TEST
DtSCR1P7 i0N
7FS7 LOCATION
TEST REPORT
TEST REPORT ft
a 'P
DATE;
SEALED
ASTM E283
Air Infiltration
Architectural Testing
02/1.4/2017
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
02/14/2017
G3802.0'1-450-18
Joseph A. Reed, PE
or ASTM 5-17 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
Archi;eCtural'(esting
CV1 10r7
(33802.01 U 18
sephA. Reed, PE
TAS 202
Air Pressure
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
Yp a NEST
E3EkRtPT10N
I E5T LOCATION
-TESTREijURT
TEST,TCST�
ri .�..H
3, r
DATE
ftll
RE!Ct T tt `S
EEDJt3 . ,
FBC 1626.3
Small Missile
Architectural Testing
02./1,:/2017
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:
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lavad Ahmad PE if 70592
AI-Farooq Corporation EB fi 3538
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9360 Sunset Drive STE 220 1 Miami, FL 33173 IT: 305.264.8100 IF: 305.7616978 1 wwwYafeenF c ni aIfar000 z afceng.com