HomeMy WebLinkAboutProduct ApprovalFlorida Building Code Online
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RECEIVED JUN 12 2017
BCIS Home Log In Us libE Hrq��•ry=opics Submit Surcna•go
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Product A pproval
-�3 USER: Public use,
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r�rn�M1,H[L4vk�!'�5:'�. �.rL:,.__..r_�x'+�r•.•. __ •h7"v.'.':S$l xr :..a Application Detail
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14
Application Type
Code Version
Application Status
Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address!Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Florida Engineer or Architect Name who developed
the Evaluation Report
Florida License
Quality Assurance Entity
Quality Assurance Contract Expiration pate
Validated By
Certificate of independence
FL21899
New
2.01a1
Pending FBC Approval
CGS International, !-LC
3133 SW 2 5th Street
Pembroke Park, R. 33009
(954; 964-144i
(.,ngi neers2 501 @ rii sn.co m
)avail Alifnad
aifarooq ».afceng.co,m
Gary Zack
3133 Sv1 2 5th Strut
PemiTcku Par' t!
(954)964 1441
gary,'r•c•g5i; rterr!auonalik.cam
Panel Mills
Storefronts
L•valuation Report from a Florida Registered Architect or a Licensed
Florida Professional Engmeef
Evaluation Report • Hardcopy Received
Javad Ahmad
PE-70i97
Nati6nal ACcreCilta Lldn & MaRaigernent Institute
I2/31l20i7 -
imimad Ri,! , '.t.
J filidat,tir: Checklist - FtardCopy PeCer:rd
F1,21899, i?q_(:q! ,S : itarn.0 rC Sertes,_.5500._Afun 4";y_J. Cl 1Q df
Referenced Standard and Year (of Standard) S.tmwd ml Ysar
AAMA 501 2005
Ai•iSi %':'' 2009
IAS hit L99.1
IAS 20) 1994
TAS ZG3 1994
Equivalence of Product Standards
Certified By
Sections from the Code
llttps:Hloriciabliildiilg.oi-gll)1•I])l'_app_(iii.2is1)X''pai-ttin-°\\i(iI;VX(�wt1.)gti j19Q Tt6YQ1irJU1'... 3/28/2017
t1orida Building Code Online
Page 2 of 2
Product Approval Method
Date Submlttf)d
Date Validated
Date Pending FBC Approval
Summary of Products
flethod 1 Option D
02/16/2017
02/20/12017
0212.012017
FL if
Model, Number or Name
I Description
2.1899.1
Rampart Series 5500 Aluminum
� Large missile impact resistant aluminum window wall
Window Wail System
system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
f1Ltf329, R0 lf_SS=RRar[ Serig ,_S,.SOQ(+It(m WW (lMjj
Approved for use outside HVHZ: Yes
R4Jr Vlfi 66.,pdf
Impact Resistant: Yes
Verified By )avad Ahmad PE >` 70592
Design Pressure: +100/-100
Created by Independen(Third Party: Yes
Other: See altached drawing W16-66 for span vs load
I Evaluation Reports
combinations and installation instructions.
1 f12189O 110 A[ SS_-,-gpmpart SQries 5500 Alum WW (t hlij
i -PAF _0.1f
Created by Independent Third Party: Yes
21899.2 Rampart Series 5500 Aluminum
1; Small missile impact resistant aluminum window wall
Window Wall System
I System.
Limits of Use
I Installation Instructions
Approved for use in HVHZ: Yes
FL7._1899,._RO LL_SS__Rr�rnpart_$eries SSOQ glum WW_(SNI_).
Approved for use outside HVHZ-: Yes
W1G ,E9,pdf
Impact Resistant: Yes
VerifiLd By: )avad Ahmad PE = 70592
Design Pressure: t 100/-130
Created by independent Third Party: Yes
Other: See attached drawing W10-68 for ,pan vs load
Evaluation Reports
combinations and installation intnxbons.
FI.21.8�,-RO_Af._S$^_R tmPar.SeriE s S50{l !1!um WW ($�111
i Created by independent Third Party: Yes
flack Ncxt
The State of Pal rda s an AA'HC- Grp aye.-. �g1?yrn�h; 2Q07-7C t;i StaG _c_(�. gg;�'@, :: cry :y_S;a_,eMUn :: ACCCSSzbditY Statement :: Refund Statement
Under rlbnda lair, erriad addresses are pubin: recC.r,^,5 If you uo not 'nanl you' !r •i^a!: adF?sg rs lcd•:ed In response to a public -records reryh:C.:t, do not send
olaclmMc .,all to this entity. Instead, contact the, Vim by p1•.one or by trad.00nal mat, 1t you Imve any questions, please contact 850.487.1395. -Pursuant to
Section 455.775(1), Florida statutes, ef4:chve UclobPr 1, 7.f;12. licensee; licensed under Chapter 455, F.S. must provide the Department edlh an email address If
they have ire. The email's provided may be used to or6c?01 comnwmcrbpa with the licensee. Hawever email addresses are public record. Ir you do not wish to
supp:y a personal aedress, please provide the Ceoartme,,t vat* an email address which can be made available to Me public. To determine If you are a licensee under
Chapter 455, F.5., please -Ucl: h_.re .
Product Approval Accepts;
�;fftli! C;8'l,t
Safe
lrttps://floridabuilding.orgipe!pr app cltl.asps`'paraiii=',rGl: VXQw[Dqukj9Q 1't6YQlii-JOP... 3/28/2017
-- - LL—OpYk, —Vnoit
i T-
1/4-
HEAD/SILL ANCHORS TYPE A. 0 OR C
3 A' EA-, JAMB
SEE SHEET 2
TYPICAL ELEVATIONS
13AaJ.PART—SEHJES 5500
THIS PRODUCT HAS BEEN CFSIG'iED AND TESTED 70 COMPLY WITH THE
RECLIREMENTS OF THE 2014 (STt- EDITION) FLORIDA ELILDING CODE
INCLUDD-2 HIGH VELOCITY HURRICANE ZONE (Kifte).
ISY OR 2BY WOOD SUCKS L' BUCK rASTENERS By M.-RS. MUST BE
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS
TO THE BUILDING STRUCTURE.
ANCHORS SMALL BE CORROSION RESISTANT. SPACED AS SHOWN ON GETAILS
AND INSTALLED PER MkNUF'S INSTRUCTIONS. SPECIFIED CUSECIM0117- TO BASE
MATERIAL SHALL at BEYOND WALL DRESSING OR STUCCO.
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY
ALL SHIMS To BE HIGH IVPACT, NON-METALLIC AND NON -COMPRESSIBLE.
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS. THAT,
COME INTO CONTACT VAIN OTHER DISSIMILAR MATERIALS SHALL MEE. THE
REOUIREmEtfTS OF THE 2014 FLORIDA BUILDING CODE & ADOPTED STANDARDS.
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION
FOR A SITE SPECIFIC PROJECT. i.e. UM SAFETY OF THIS PRODUCT. ADEOUACY
OF STRUCTURE RECEDRNG THIS PRODUCT AND SEAUNG AROUND OPENING FCR
WATER INFILTRATION RESISTANCE ETC.
CONDITIONS NOT SHOWN 14 THIS DRAWING ARE TO BE ANALYZED SEPARATELY.
A-40 M BE REVIEWED BY BUILDING OFFICIAL
MANUFACTURER'S LABEL SMALL BE LOCATED ON A READ!LY VISIELE LOCA710H
IN ACCORDANCE VTFM SECTION 1710." OF FLORIDA BUILDING CODE
LABELING TO COMPLY WITH SECTION 1710.8.2.
D.L. — YAm.
n L OPNr WIDTH
ANCHORS TYPE A. r OR C
3 AT EACH SIDE or MULLION
SEE SHEET 3
4 C
2-
GI 1
4 1
-1-1 --- T-
4 1/--
HEAD/SILL ANCHORS TYPE A. B OR C
3 AT EACH JAMB
r.
sr ,Mr ET 2
'DAriRE OPENINGS SINGLE *0' PANEL -
OLD WIDTH FRAME WIDTH - 4_rC"
DLO HEIGHT --RAME HEIGHT - 5.50'
PRODUCT COMPLIES WIT'] REOU:RCMCNIS OF ANSI 297.1
THIS SYSTEM IS RATED FOR SMA-'L MISSILE IMPACT.
FBC APPROVED IMPACT RESISTANT SHUTTERS REOWRED
z
a: 0,
odg—r_
lotgpp j
0 V
:0 3 be
0
ILL z
Ulf n�
1311
vi'l
INSTRUCTIONS:FOR
INSTALLATIONS UP TO 30 FT. OF GRADE.
JSE CHARS AS FOLLOWS.
SHUTTERS NOT REDD. FOR INSTALLATIONS ABOVE 30 FF. OF GRADE.
STEP I DETERMINE DESIGN VAND PRESSURE RECUIREMENTS BASED
FL #21899
I.e
ON WIND VELOCITY. BLOC. HEt' GHT. WIND ZONE USING
APPLICABLE ASCE 7 STANDARD.
.[SAO-Z-K[ FCQ
STEP 3 CHECK DESIGN L047 CAPACITY FOR A GIVEN SPACING
I* RT. TEE S[LLVr. PUQMuU A%D
:-!LA-,C4 Is 7-- &20�.C' BASC2 04 -. S Vh='L-- X\KU-- AHtol';��
I
'
r
AND HEIGHT USING CHARTS ON SHEET 2
THE CAPACITY SHOULD EXCEED THE DESIGN LOAD•
-411:11. .11-1cl-1 -I C, -f I- C-w "S
a
STEP 4 USMG OHARIS ON bHELT 3 SELECT ANCHOR OPTION
WITH DESIGN L= CAPACITY MORE THAN DESIGN LOAD
7,.% -CQkkCI FVQ -!IZU 1!42LWENT BE COIZ��Fil. 11- 11
mwro 0, 4IY rm� No. 70552
JC-TM ZIE - r-RCL-rCT-. S-ILL BE -XIIAM .1 A CICALA
-.-f &F�b
SPECIFIED IN STEP I ABOVE.
VAL RESULTING TROY STEPS 2. 3 AND 4
STEP THE LOWEV UE
THAT EXCEED - DES" %IND PRESSURES DETERMINED
SHALL APPLY 70 ENTIRE SYSTEM.
I.-CNIER M �NTCCI W-L OZIC�. f�-ER � tLaN J-
; rGq T-r Pm-ccT -o �. MLL BE RESTVNSZZ fCq �-- PWIPE :r� . (11 ��
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DETERMINE THE MIN. 4 MAX GAP DIMENSIONS.
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0"9i0" i - _ ._ _-- RAMPART SERIES 5500 WINDOW WALL (S.M.I.) AL-FAROOQ CORPORATION
-'no :date i esc!pllon__... ^-:-.., _ -.. ----...._. ...�
r II 1 '' [NOINEERSAPRODUCT DUVELOPMENT !lg
INTERNATIONAL, LLC
l • _ �, )--•_---.---9360 SUNSET OItIVE. SUITE 220
tJ 'L -- - -- ••+,_ _. ..I. .. _._...... i' 3!33 S.W 75TH STREET MIAMI, FLORIDA 33173 (C.Aw 3638)
u•K ul+o JI_ !--•.- ;� PEMOROKL PARK, FL. 33009 TEL(3oaJ2aaJ93Do TAX.<a 5I2J12A+97a
TEL. (954) 904-1411 (wi. (954) 954-1533 .. CCI1JP-ANL\WI6-5RE(S:
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INTERNAT ON LLC ENaINEERs a Po DucrDtvaoP
.-
19360SUNSET DRIVE. SURF.470
AL,i� NDL•Jf_ 3133 S.W. 25TH STREET I MUIMI. FLORIDA 33273 (RIeY3338)
PFMRROKE PARK. FL 3.1009 TE�uoe)sen 0>ao FAX.(306) 282-00T8 P W, oral' !. IEl (959) 9G.-1441 !A[. (954) 96A-7�Y-
J.—__._._.._. .... _ .._.. .. .. _ .___._... .. ..... .. ..-L... -. .. .._._.._.-..--.__... P-MlL Y116-68EG5�
TYPICAL ANCHORS • I
n i SEE E1.EV -�
FOR SPACING it EDGE EAST..__..I
A
1BY OR 2BY
Y/OOO BUCKS I
"-L
TYPICAL ANCHORS
SEE ELEV.
FOR SPACUNC
M
STRUCK
WOOD BUCKS AND METAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURF.
TYPIcki._ A\1'fLOFtS: SEE ELEV. FOR SPACING
TYPE 'A'- S/I6' O�ll TRe�N��CO' (Fw177 KSL Fy-155 KSI)
THRU ISY OR 28Y RUCKS INTO CONCRETE
1-1/4- MIN. EMBED INTO CONCRETE (HEAD/SILL)
A.u•uOR FOGF DISTANCE
INTO CONCRETE - 2-1/2- MIN.
INTO WOOD STRUCTURE I- MIN.
'TYPE 'B'- S/16' DIA UITRACON BY 'El CO• (Fu-177 KSL FY-155 KS)
DIRECTLY INTO CONCRETE
2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR TDGF DISTANCES
INTO CONCRETE - 2-1/2' MIN. _
{ TYPE •C•- 5/16' DIA TIXS OR SFI F DRi IN S<=RFWS (GRADE 5 CIS)
INTO F.B.C. APPROVED MULLIONS
OR
II.TO METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/0- THK. MIN. T063-15 MIN.)
STEEL- 1/8- THK. MIN. (Fy 36 KSI MIN.)
(STEEL W CONTACT M1H AUIu21Uu TO BE PLANED OR PAINRD)
.ANCHOR mGE DLSTANCES
L _ INTO METAL STRUCTURE=1/2' WIN.— — — -
WOOD AT HEAD OR SILL S6 - 0.55 WAN.
CONCRETE AT HEAD OR SILL fa - 3000 PSI MIN.
W
jl F.B.O APPROVED
1� MULLON @ YULUON ANCHORS
Il
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11 SEE SEPARATE APPROLIAL
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' SEE ELEV.
FOR SPACING
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A #21899
No.7C582
drawing no.
b:: .. — ---- L3, I W16-68
u
WOOD ELF
/12 A 5/4- TORS
(2) AT EACH END _..
(1) IN BETWEEN \` n
REINFORCING AS REOD.
--SEE SHEET 2
FOR CAPACO'r
(D �j
f14)(r.ENGM - 2/3 Of S
0011 CORNNVC 790
1/2' MIN. OEPTH . 1/4' UW.
I' MAX
GAp .. .. FGVE otDTr
5EE NOTE
mow
NOTE:
MAX. MOJEuEN1 STRETCH.
PLEASE REFER TO SEALANT MANVACTURER'S DATA ANO APPI:CA: C:1
VANJAL FOR COVVAIABI.%• OF SEALANT TO SUBSTRATF A wsNXD Al
VATERW./F.NISH AND COVFLA.N.CE FOR WARRANTY.
REFER TO AC-117-10 FOR CONSTRUCF!ON TOLEPMCES
Aj-TERnATE SIAIANIS AT JAMB CAPS CAN BE DESIGNED BT
UVAwEER Or RECORD BASED ON uANUFACFURER WIDE UNES
CAPS LESS THAN 1; A' UAY BE DESIGNED BY ENGINFFR OF RFCORD BY
THE u5E OF BOND BREAKER TAPE OR 15% OF CAP ALLOWEO UOVEVENT
E%TERIOR
DL
1/2- MIN
1- MAX
_ CA'
SEE NO-E
ectoW
FL #21899
`\��1111!ILF%%%rr�i
- i\D. TOEs"2
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D
a
iV
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drawing no'.�
W16-681
��-•-2.629 --••y 1.2'-O
y .125
• •+ I 1
2.iw — 1
1.750 II
I
.. 5.290 .. .
i
+ FRAME HEAD/SILL -
s.t15--
.094
3
23_
020.. •+ --.360
2, GLASS STOP
1594 •-
z:3 -'
i
rEu No.
1
rnfrrEG -F3
ECS-FS
QUANTITY I FRAMEnrscfPITON
AS REOD. I FwwE NFAD/9LL
2
EfS-F4
AS RE00.
I MASS STOP
MALE 1AYlLOH
.._
�5 -
3
EGS-F2
AS REDO.
._._._E0
. ._..._._—
JAuB/FEMALE MULLION
6005-T5 ' -.
~ q
4
EGS-F7
AS RE00.
.__.....
. -_. _..
4
._..__...._-�
_ _.._
I �0
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9
6
ELS-F6 AS REOD
EGS-FS AS RC00.
AOJU5IMENT RETNNFR CUP. S" L^NC
I
:ANCHOR CUP, 12' LOn'C r...
- 1. ....
SCOS-TS
BCOS-TS_ _.-
1 _ ...n...
ni.
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I
0 C l Is,
7
... EGS-f7
..___. _-.-. ..
AS AE07
... .
, EXTERIOR VERT. SPACER
. ---_ _-_....... -.. ...__
.. ..._._�_
..
_
EPON TREIMCO, DURONETER BO35 SIfORC A
_..._..._---_ _ _.___..... _
Fi'OM :TR[NCO. DUROV^ER 7039 SHORE A
N`z'IU i
O• �+ul
8
EGS-F8
AS REO]
EXTERIOR HCILZ. SPACER ...
.. ..__-i
f _._-_.. .A
� 4
9
IIEOS-F9
.._.....-..
r
AS R-CO
.. __ -__..
n' rr780R WEDGE GA.4CE'
1
EDDY i IAENCO, CJROVETER 7035 SHORE
_ .... .._ .. —_ _ .. .. ..
O m
10
EGS-F1O
a5 R£O'I
SEiP11C-ECOCKS Al 1/4 A?ItiS. < !OtG
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.-._.. _. ._ ...
1ST
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V 0
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n
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-- --- -
..
ADJUSTMENT FASTENER AT SILL
SILL
STr'
--L
SiEA1
4
12
13
I- 3/6"
j14 X 1-1/2"
I 1/ a:n
iA/ CORr.E9
1T/LON LOCK HE% NU7 AT
ASSEMBLY FASTENERS
....._ .__.. _ ... .....
ST. STEEL PH Plitt. SUS _, __-_.. - _
5
vC100 H!
t4
{ HSS7XI-1/2
I AS REOD.
REINFORCING TUBE (LENGTII - 2/] OF MULL HT.)
_`
STEEL A36 - ,
Q ul �u 0
o
15
j 12 % ]/<' TE%S
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REINFORCEMENT TUB L FASTENERS
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UAMPARI SERIES 5500 WINDOW WALL (S.4
3133 S.W. 251H STREET
PEMBROKE PARK. Fl- 33009
IE(.. (9:14) 964-1441 FAX. (954) 04-1533
AL-FAROOQ CORPORATION
ENGINEERS & PRODUCT DEVELOPMENT
93GO SUNSET DRIVE, SUITE 220
MIAMI. FLORIDA 32173 (C.A.N. 3538)
rEL (305) 25"100 FAX 4
r�
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 25TIl 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 `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 207)
t TEST
bE5CR1P110i�t
TEST LOCATION,
TEST;REPORT
TEST REPORT $
r EST Fahs,•
Y u .
DATE
�y
SEALED i3Yk,
ASTM E283
Air Infiltration
Architectural Testing
02/1.4/2.017
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
02J14/2017
G3802.0:1-450-18
Joseph A. Reed, PE
or ASTM 547 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
Archirectura i Testing
C :/14; 2017
G3802.01.450-18
Joseph A. Reed, PE
TAS 202
Air Pressure
.-----.
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
-r NEST ,
I3ESCRtPT1ON
° IESI LOCATION
TCST'REf?ORT
T�SC u
TCST ``
?;
'DATE:,
REE?.0$T,xl
SEALE[ f3Y t,
FBC 1626.3
Small Missile
Architectural Testing
02/.14/2017
G3802.0:1-450-18
Joseph A. Reed, PE
(TAS 2019, 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:
?
Javad Ahmad PE It 705921;a°•`;`,'
AI-Farooq Corporation EB 4 3538
�'%.; 1��NA' :"1111Sea ed 02-16-17
9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.81.00 1 F: 305.262,69-18 1 wwvenF cgrn I alfaro�t(afcen ,com