HomeMy WebLinkAboutProduct Approval Panel WallsFlorida Building Code Online
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p .Yx! �-1Ss??R_G1.1v. i ,, � Application Detail
r i„zY Y q. FL h fL2IB99
Applicabon Type Neva
Code Version 2014
Application Status Pending FBC Approval
Comments
Archived
Product Manufacturer
Address/Phone/Emaii
Authorized Signature
Technical Representative
Address/Phone/i:rrim;
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
EGS lnternauonal,
3133 SW 2!Sth Street
Pembroke Park, Fl.:33009
t954; 964-1441
engineers2 501 ts•msn.com
iavad Ahntad
alfarcoq g1afceng.cont
Gary Lack
313 S.:
Pembroke Park, Fi
(9`34) 964 141 1
gary;cegs+; ttCrr!C!Uor taNIC.Cont
Panel Wah,;
Storefronts
Evaluation Rupert from a Florida Regist.erecl Architect or a Licensed
Florida Professional Engineer
Evaluation Report - Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahniad
the Evaluation Report
Florida License it -70�97
Quality Assurance Entity rJationai Accreditation 8; Management Institute
Quality Assurance Contract Expiration pate 12/31, 201
Validated By Anunad Ria:, A.
J dafidatmw Cherklrst - liar Ucopy Recefv,?d
Certificate of independence
F(_21899. PUCOt SS : Itgrny_�rt Se.1Les a5O0 %lq!L ;"i 1,L- 3..pdf
Referenced Standard and Year (of Stan(lard) 5ta0Si.1rd
)Lur
AAMA 501
2005
AlNS21 ?'.' .
2009
IAS 201
1-994
[AS 20
1994
TAS 203
1994
Equivalence of Product Standards
Certified By
Sections From the Code
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Flprida Building Code Online
J Page 2 of 2
Product Approval ttethad
Date SubrmttfDd
Date validated
Date Pendin0 F13C Approval
Summary of Products
Method I Option D
02/16/2017
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 Wail System.
{{{
t system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
FLZlii99,_g0_1[_58^R.dmpart Seriga SSOQ 11lurr( WW (t Mf]
Approved for use outside HVHZ.: Yes
D4 C tJ1G 66,pdf
Impact Resistant: Yes
Verified By: 3avad Ahmad PE 4V 70592
Design Pressure: +100/-100
Created by Independent Third Party: Yes
Other: See attached drawing W16-66 for span vs load
Evaluation Reports
combinations and installation instructions.
f1,2 899.,.,110 AG•,_5S_.-.eRgfmpart Series 500 glum 4V1N
i Created by Independent Third Party: Yes
21899.2 Rampart Series 5500 Aluminum
Small missile impact resistant aluminum window wall
i VJindaw :"Jali System
j system.
Limits of Use
I Installation Instructions
Approved for use in HVHZ: Yes
i f1,71899•._RO_LI._SSA_Rd_mpart_$eri.ts_5500_Qlulll_WW_,(Sht1�,
Approved for use outside HVHZ-: Yes
{ _�1^iG 1"J16 f�Ei,pdf
Impact Resistant: Yes
Verified By: ]avad Ahmad PE g 70592
Design Pressure: 1 100/-130
Created by Independent Third Party: Yes
Other: See attached drawing Wi5-68 for ,pan vs load
:Evaluation Reports
combinations end installation instmcbnns.
j F 2t899,_RO F1[ SS_-f ma�ar 5erie 5,50D turn WW ($MIS
PAi=,ptlf
Created by Independent Third Party: Yes
8ncic Next
Ch-ryttrt Uc :: ; ilQl Liar SOnn R9.c Tal;•YI; S;;i.:S_<:L•)
The State or F:0rr7a '5 an AAlEKO e6 ployc.r.y .gnynnr:; `,.Q�}7.2 i 3-alai:a ol,f: �:�;�!a:: �ri;•�,S a m n ;: arcessibility S!a nn+'•rr ;: Rrrund Statement
Under Florida lave, email addresses are pubi,c reccr It ;cu co not •"ant ynu' " ' add"'. released in response to a public -records request, do not send
electronlc mail to this entity. Instead• contact the office, by pMna or by tradiuonal mail. If you nave any questions, please contact 850.487.1395. pursuant to
Section 455.275(t), Florida Statutes, efrecbye rt Octob?r I, 72. iicensees licensed under Chapter 455, F.S. must provide the Department with an email address if
they hove ore. The C+r;ai15 pzovided may be used for off+al cornturcatiaa frith the licensee. However email addresses are public record, it you do not wish to
supply a personal aceress, please provide the Deoartr.;eat vriUr an email addr-s winch can be made available to the public. To determine if you are a ilcensce under
Chapter 455, F.S., please c&ck h"-• fir• ,
Product Approval Accepts:
i'sk �. eGnl •. t;it tli! Cara
Safe
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3 A' EA:,. JAMB 3 AT EACH SJDf or MULLION 3AT EACH JAMS
SEE SHEET 2 SEE SHEET 3 s,r 5HCE7 2
01 CE,
TYPICAL ELEVATIONS
RAIJ.P DAYLITE OPENINGS SINGLE '0' PANE
-SERIES .5-500 01-0 WIDTH o FRAME WIDTH - 4.50-
IV I N WAIL T 1
I-5YS--E\ OLO HEIGHT --RAMS HEIGHT - 5.50"
THIS PRODUCT HAS BEEN CESIGNE0 AND TESTED TO COMPLY WITH THE
REOLIREMENTS OF THE 20i, 1,151t- EDITION) FLOWDA EuLDING CODE PM)LICT COMPAS 0
INCLUD=. -�J.Gii VELOCITY HURRICANE ZONE (HVH7). WIT-4 RE U:-7EMEN7S OF ANSI Z97.1
7
19Y OR 28Y WOOD BUCKS &- SUCK --ASTENERS By OTHERS. MUST BE
DESiGNEE, AND INSTALLED ADCOUATELY TO TRANSFER APPLIED PRODUCT LOADS THIS SYSTEM IS WEED FOR SMALL MISSILE IMPACT,
10 THE BUILDING STRUCTURE. F.B.C. APPROVED IMPACT RESISTANT SHUTTERS REQUIRED ANCHORS SHALL BE CORROSION RESISTANT. SPACED AS SHCWN ON DETAILS INSTRUCTIONS:FOR INSTALLATIONS LIP TO 30 rr. or GRADE.
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT 70 BASE isr CHAR�S AS rOILOWS. SHUTTERS NOT REDD. FOR IN
ABOVE 30 FT. OF GRADE.
MATERIAL S-VLL BE BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN or ANCHORS INTO V.DOO ONLY. STEP I OCTERL04E DESIGN WIND PRESSURE RECUIRIEVENTS BASED FL #21899
VELOC -SING .4 ON WIND ITY. BLDG. HEIGHT. MIND ZONE L
ALL SHIMS TO BE HIGH ImPACT, NON-METALLIC AND NON -COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD. 0.
c.
CbIl—C10- TO iW. -ES-'015,kE ICTI TwE 5FUCT;Zl
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT STEP CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING Oz ".. IzOD.cl usc-, a',
COME 0 CONTACT WITH OTHER DISSIMILAR UATEROLS SHALL MEET 7 AND HFJGHff USING CHARTS ON SHEET 2 .—Tc w.".. . .......
INTO OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. Pocu.V11
IN. f. I-0
PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION i Ott.F.'T si
FOR A SITE SPECIFIC PROJECT, ix. LIFE SAFETY OF THIS PRODUCT, ADEDUACY I STEP 4 USIhG CHARTS ON bmELT 3 SCLECI ANCHOR OPTION KTcRr el Q,l vcms --Z No. 70M
WITH DES" LOAD CAPACITY MORE THAN DESIGN LOAD VIECIX I-R010, SqL 6E -AET`0X-, .1 ft.O� D-L
DUCT AND SEALING AROUND OPEN114G FOR SPECIFIED IN STEP I ABOVE. l!CMQ WI �H-,FCI "i- w-L C� Arxt� D
r� T-C PMECT ANO �. �LL 13E REST-O�S-SLE roc WATER INFILlRAMON ]RESISTANCE ETC.
OF STRUCTURE RECEW.NG THIS PRO I't
j
CONDMO14S NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. STEP THE LOWEST VALLE REWLTING FROW STEPS 2. 3 AND 4 I,< P.C.c Ct�CCTT OF RECORD. A. DID CATC.:
AND M Ell REVIEWED By BUDDING OFFIC3AL THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED A 'a T�c PXv rsc�lrn SH%LL S;rsuz TO ThfE J,,R T-E sric, F
MANUFACTURER'S LABEL SHALL 13E LCCATED ON A READ3.Y VIVELE LOCATION THRU STEP I SHALL APPLY To ENTIRE SYSTEM. 'TC VA—�S IC-. -iV.L.. m *-' ' Wl 6-68
SECTION 1710.83 OF FLORIDA BUILDING CODE. -TE m S�L ITEAQ �r w.c 0 QRQN� sr�- m; C,
. . I - IT
IN ACCORDANCE WITH S _5IEE__Q FOR SYS us MYTH UNANCHOPED JAMBS. USING SHEET 5.
LABELING TO COMPLY WIT
. � vezcs Cr nmno -H-7
H SECTION 1710.8.2. DETERMINE THE um. & uAx GAP DINIENSIONS. -S aled-0 &I
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EGS INTERNATIONAL, LLC 9360 SUNSET DRIVE. SUITE 220
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. • �-.t._ -�_, i ! ., i' 3133 S.W 25TN STREET MIAMI, FLORIDA 33173 (C.4.A'. 3638)
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-'ono data* `.6 descii'iion :: . __...... _..._...,_ ._._,.._..- � �—'---'— Q
EGS INTERNAT ON LLC ENGINEERS & PRODUCT DEv0.0PM[Nr
IWI �._._..._... 19380 SUNSET DRIVE. SURF. 220
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SEE EUX.
FOR SPACING
TYPICAL ANCHORS
WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TC (HE BUILDING STRUCTURE.
TYPICILL_ ANCI)ONS: SEE ELEV. FOR SPACING
TYPE •A•_ �8' OIA�IIT��N�'ELCO� (Fu-177 KSL FY-155 KS1
TNRU IBY OR 29Y BUCKS INTO CONCRETE
1-1/4- YIN. EMBED INTO CONCRETE (HEAD/SILL)
arYNOR EOGF DISTANCE
WTO CONCRETE - 2-1/2 MIN.
INTO WOOD STRUCTURE 1" MIN. V
TYPE 'B'- `gyp/16- DN ULTRACON BY '£1C0' (Fu-177 KSL Fy-155 KSI)
DIRECTLY INTO CONCRETE
2- WIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTAN ES
INTO CONCRETE - 2-1/2- WIN.
f IYPE 'C•_ ,�/16' OL4 TEKS OR cF1 E DPo IN . SCREWS (GRADE 5 CBS)
INTO F.B.C. APPROVED MULLIONS
OR
1hT0 METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/8- THK. MIN. (6003-75 MIN.)
STEEL- 1/8' THK. YIN. (Fy - 36 KSI MIN.)
i(STEEL W CONTAOT W1H AUIMMU TO BE PLATED OR PAIMM)
,ANCHOR EDGE_ DISTANCES
L — IMO PETAL STRUCTURE /2' WIN.— — —
WOOD AT HEAD OR SILL SG - 0.55 MIX
CONCRETE AT HEAD OR SILL Pe - 3OD0 PSI MIN.
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FL #21899
No. T0582 I�
' � draring no.
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RCIHFCRCIHO AS RCOD. �
' --'SEE SHEET 2 H
�Oo`n Ul
FOR CAPACITYa
3 (2) AT EACH END E: a
(1) IN BETWEEN_..\ (.V fl�`(LENGTH a 2/3 OF SPAN) ; C ti n 4v
.:J AT t5' O.C.ley or o p
WOOD BUCK \` —�� ___.. \ C IL a,, ii t
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SIUCOHE IOFI O N
DON CORNING 790 uT 'F ]r ^
DEPTH1/�' 4M. N Y Q Ix
1/2' MIN. 1/2- MIV W,`Z N Q -
I' MAX 1' MAX. L .10_' N rl
CAP FGVf x''pTr _ GAo I� i W a y �
SEE NOTE SEE N07E
BELOW BELOW ¢ — L'1 0 n
;.Whoa=
NOTE:
k". MOYEuENt CONSiL•LfRU-1Wz STRETCH.
PLEASE REFER TO SEALAtiT MAHL•FACTURER•S DATA AND AF`PI:CA'CN
MANJAL FOR COVPATABL-- OT SFALAtiT TO SUBSTRATF A-NOFM'NI
MATCRIAL/F-NISH AND COVFL &NEE FOR WARR&An.
RERR TO AC -117 - 10 FOR CONSTRUCTION TOLERANCES
N.TERNAIE StALANTs AT JAMB GAPS CAN BE DESIGNED BY
ENCINEER Of RECORD BASED ON UNNUFACTURER GUIDE LINES
CAPS LESS 'HA: 1/4• UAY BE DESIGNED BY ENGINEER DF RfCORo BY la
THE USE OF BOND BREAKER TAPE OR 152 OF GAP ALLOWED MOVEVEN7w.;•�+.
Sealed.02:16-17 to
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FL #21899 `'!!j ��N 4 Y�' sneei _S of 7
-ram-2.629---1 1.250 i
y -125 I
1.750
I
: I
.. 5.780
i
1 M-ME HEAD/SILL _
4.T15--
C( 1
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C20- •• -^.-360,
2• CLASS STOP
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4.178 i
5.562
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1072
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MEET
- 1.159
' 3 MALE MULLION
1 5.!
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-.187
3.COD
REINF. TUBE
- 1.352 r
.570 .445
,094
RETAINER CLIP
2.354
1.375 .129
---- - 3.979 --�•T
61 ANCHOR CUP
ITEM NO.
PART .L'LUBER QUANTITY DESCRIPTION
MATElaAL MANi./6VPPUER/REMARKS
i
1
EGS-F3 AS REGO. FRALLF HE D/SLL
6063-76
I i
TEEM_
2
ECS-F4 AS RC00. !GLASS STOP _ _-.._ __.TEST
II
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ECS-F2 AS RE00. t1AlE YULL'0N
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a
ECS-F1 AS REOD. .11Wa/FEWLE YULLIOH
.__.... _. �...._..... ._. ..-_..___....__�_
3-
1 _� __. _._- ..-_-__,__ _. ....
'
5
EGS-F6 AS REOD ADJUSTMENT RETNNER CUP. LONG
.. _ ... __
6
.-_._
..... ... .. _ _
EGS-FS AS REOD. i ANCHOR CUP. 12' LONG.. ._ _ _
COS i _
6 5
_ __I ._.-_ ___ METE—___ -_._.-.-......
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7
,_ . .. -. .....
ECS-F7 � AS REOD E%iE'RIOR 1LCRT. SPACER
.. .... ---_ _.-_...
EPDu TREUCO, DUROUETER B0:.. SIIOAC A
__- METE.- _.._._._... _.._-_ _... .. -.
TRENCD. DUROUEtER 7029 SHORE
Ou H
I a
R
ECS-Fe ! AS RE00 C%TER10R HOPoZ. SPACER
_ EPDY .A
D
13
9
-_-..
ECS-F9 AS RECD •h-T!L R wEOGE CASKET ..---�-
EPDM TREu^n CJROVRER 7055 SHORE A
_ _ _
LO
TEEM_
i EGS-F1D aS REM SEtMG BLOCKS Al 1/4. POUTS. - „�G . _ .-___1
_[RDM GLA2:•:G x.,eeu1. OUROMETER eo_S SHORE A
.. ._ .-.
O ti
n
3/8-16 % 1-3/a-; 1/ LL:r ..ADaU5TUE7R FASTENER AT SILL
1/ CUP NYLON LOCK HE% HUT AT SttL
ST. STEEL - ... _..
51. SfiiFl - ....._. __ .... .....
o a C< g
Q ' +;
i
1]
�Ta X 1-1/2" i4/ COAnER a55EM9LY FASIENERS - - - -
.. _._._
_ St. STEEL PH FDI . SUS - TEEM_, . _
y y 0 n
....
t4
_ ......
115".�J%1-1 2 AS REGO. REINFORCING TUBE (IERGTH - 2/3 OF MULL HT.)
—_ �......�.._—MSFETE._-
SicEl A75 ..
EL. (7) A' iACr! END tr (1) AT 15" O.C. IN 9• EEN
W H_ e �
W
0. Z
15
' e12 % ]/a' TE[S; CEMENT TU6E FASTENERS ..... ._
?S FEOD. REMf2
I AS RECD 3/4- X 3/4- % ANGLE
ALUV tT TOP h i:JROV OF JAMDS h YULLIDNS
Q 21 � y
16
17
ECS-F72 .062-
CGS-F71 AS RE 00 LONG GLASS SPACER. 6" FROIA TOP 5 BOTTOM
EPOM OURCVEIL•R ?0:5 SHORE A
A. Z60
_1
.350 L
EXTERIOR VERT. SPACER
I
II 71
.125-1 �1
/8
EXTERIOR HORIZ. SPACER
SuLC PI
1--.590
.823 / I .aB9
C.
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INTERIOR WEDGE GASKET
FL #21899
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RNMPARI SERIES 5500 WINDOW WALL (S.M.I.) AL-FAROO CORPORATIOPI
EGS INTERNATIONAL, LIE U ENGINEERS a, PRODUCT DEVELOPMENT
3133 S.W. 25tH STREET 9360 SUNSrr ORNF, SURE 220
MIAMI. FLORIDA 32173 (V.Ajj. j538J
PEMBROKE PARK, FL. 33110
" rEL(305)26"100 FAX. (303)IU497S
33
ICI.(954) 964-1441 FAY. (1.) 9114 1 3
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER #61G20-3 o METHOD 1 OPTION D
FL 21899
Date:2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LLC
Manufacturer Address: 3133 SW 257" 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.S.2/NAFS-02/TAS 202)
TEST
DESCRIPlIOiV
PEST LOCATION,—
TEST.REPORT'
. TEST REPORT #t
TEST
{-SEALED B...<t _
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_j1:1/20 --- 7
G3802.01-450-18
Joseph A. Reed, PE
or ASTM 5-17 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
Arc! i € ct rrai Tc.stinB
_
0 213420:1 t
;i,38020145U 18
Joseph A, Reed, PE }
TAS 202
Air Pressure
.......... ... .....�.........
Supplemental Tests (Tested in accordance
with TA5-201 and TAS-203)
r TEST s 3
DESCR1PTi0N
l ESl LOCATION
TEST REPORT
+.
TEST4�
4,
'DATE,REf?ORT14
?SEALED#[i,'fs�`i
J
FBC 1626.3
Small Missile
Architectural Testing
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:
.
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Javad Ahmad PE ff 70592
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AI-Farooq Corporation EB ,I 3538
r, yE� ° ��'02-16-17
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 I : 305.262.6978 1 ww�y_tiFrznF,c�m altargo1 �,,fcenZ com