HomeMy WebLinkAboutProduct ApprovalFlorida Building Code (3n�>iCEG �'�p J��' 2 7017 IA
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Ii� CPS
r , [ ;' Product Approval
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t. USER: Public User
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.. 1�ki_9R4CCr.'dt !lens::: pr44L:b._' r,�.":ca:: a ,. • �.2ft a., x" L«, Applic, on Detail
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a
FL � fL21ii99
Application Type New
Code Verson 2014
Application Status Pending FBC Approval
Comrnents
Archived
Product Manufacturer f-_C;S Intr:rrlat!onal, LLC
Address/Phone/Email 3133 5W 25th Street
Pembroke Park, •L 33009
(954 964- 144 1
enginecrs250 irnlsfl.conl
Authorized Signature )avail Ahrnad
alfarooggafceng.com
Technical Representative Gary Zack
Address/Phone/Errii3O 3.133 .SttJ /1�th Str _r t
Peinbr; ke Par f; ., i0s;9
(9511) 96w! I !
gar%;c%ea)S�itlCrn,:iGonaIIlC.conl
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Storefronts
Compliance Method Evaluation Report frorn a rlonda Registered Architect or a Licensed
Florida Professional Engineer
Evaluation Report • Hardcopy Received
Florida Engineer or Architect Name who developed Javad Ahnlad
the Evaluation Report
Ronda License PE-70i9J
Quality Assurance Entity National Accreditation & Management Institute
Quality Assurance Contract Expiration Late 12./31/20I7
Validated By Animad R:::z, P.F..
:-thdat cst C. he "kl+s4 1.0'rvc."I Rtc,r e:.
Certificate of Independence
F1.21899. F+O,_(g.! SS i;OrnUflrt Se.ries._S4Q0._fil,um, 4V�"!_Cl lt)_)pdf
Referenced Standard and Year (of Standard) S.taltd.tttd
)%,Ir
AAMA 501
2005
ANSI ZI. :
2009
IAS 20!
L994
fAS 202
1994
TAS 20:3
1994
Equivalence of Product Standards
Certified By
Sections front the Code
llttps:I/1loIid,ibLlitcliiig.org/pit//I)I'_£11)13._„LitLaspx 917arai11`=wGI>VXQWI)gii1j,9QzTt6YQ1il-,10P... 3/28/2017 ,�
Florida Building Code -Online Page 2 of 2
Product Approval Method
Date S[s rtt!11ed
Date Vaiidatett
Date Pending FBC Approval
Summary of Products
Method I Option D
02/16/2017
02/20,1201'7
02/2,0/2017
FL ft Model, Number or Name
I Description
_.___._........._.__._ ft. S
21R99-I Rampart 5500 Aluminum
j Large missile impact resistant aluminum window wall
V, indow Wail System
j system.
Limits of Use
Installation Instructions
Approved for use in HVHZ: Yes
[t,21Ei99._( pTI_SS�R�arr Ser�,,5�00.A.him.
Approved for use outside HVHZ.: Yes
p4 VJ16 66..ndf
Impact Resistant: Yes
Verified By: Javad Ahmad PE > 70592
Design Pressure: +100/-100
Created b7Independent Third PartyYes
Other: See attached drawing W16-66 for span vs load
I Evaluation Reports
combinations and installation instructions.
I121899....110 A( -._SS_,.. Rpmpart Serles�SC?Q,Alu�i VJ�N_(Lhit�,
i nPr3E",p�i'
Creaked by Independent Third Party: Yes
21899.2 i Rampart Series 5500 Aluminum
�I Small missile impact resistant aluminum window wall
Window :`fall System.
system.
Limits of Use _
Installation Instructions
Approved for use in HVHZ: Yes
! FI„7.1899,.-R0._[T-.S,SR rn.Rart $eri,ts_5509 Alum WW.(5M1).
Approved for use outside HVHZ_: yes
DyMG y^J1G GQ,ptlf
Impact Resistant: Yes
; verified By: Javad Ahniad PE 70592
Design Pressure: l 100/ 130
Created by Independent Third Party: Yes
Other: See attached drawing W t6.6Ci for span vs load
Evaluation Reports
Combinations and installation instructions._RamParSerie
5_SQO i11u_rn Nl�U ($MIl
Created by independent Third Party: Yes
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Tn7 sate of F:oreda as an a,,.�_C rr. d}a :n.:_. 3. .._ [riJ:i_a a em n( :: AccessSta ert_ net• c Rerund Statement
Under Florida is W, @rn,+,t. adUresbe5 or, public rx'C,:C:S If 1';u .':C not :tad:. yna, nq'j3:' af.:dr$9!, reieatied In response to a public -records request, do not Send
electronic mail to this entity. Instead. contact [he ottim by phone nr by tiadn.ona[ ma R, Ir you have any questions, please contact 850.487.1395. "Pursuant to
Section 455.275(t), Florida Statutes, effective October 1, Z01:. iicensee> licensed under Chapter 455, F.S. must provide the Department with an email address if
they havc ore. The emiiils provided nay trn used for sfC,lai corn+unic,+.ho : 3v th the licensee. However email addresses are p2it3iic record, it you do not v:ish do
supply ap£:aerial Jddr> ;s, plgaV prnride the Droaril:idat r,'.ui an email address Mitch can be made available to the public. To determine if you are a licensee under
Chapter 455, F.S., please dick here .
product Approval Accepts:
t,�J I" 1 ecrazi
Erit�jlt {.; �.tA
Safe
hapsl/floridab LiiIding.orgr'pr/pr__,app. (itl.asps`'parai-n=z"GI VXQ\.,tDquf�9Qr'I't6YQlirJOP... 3/28/2017
._-D.L. nmr mrnH
ANC4CRS TYPE A. B OR C
3 A' EA-, JAMB
SEE SHEET 7
D-L OPHG. WIDTH
• T1F
ANCHORS TYPE A. E On C
] AT EACH SIDE Or MULLION
SEE SHEET d
_ ___O.L OPNG. WIDTH_____._
I?
1
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NEADJSILL •- -- ANCHORS TYPE A. B OR C
AT EACH JAMB
SEE SHEEI 7
TYPICAL ELEVATIONS
'DAriHTf OPENINGS SINGLE •O' PANEL
RANTART—SERIES -5-50) DLO WIDTH n FRAME WIDTH - <.5G-
AlI.!% N -M N`I\LION:�VNL SY T -1 j5 MJ-) DLO HEIGHT --RAMS HEIGHT - 5.50'
THIS PRODUCT HAS BEEN CFSIGNED AND TESTED TO COMPLY W-TH THE
REOMEMENTS OF THE 2011 (SIC• EDITION) FLORtDA ELILDING CODE P PODUCT COMa_IES WITH REOLIANENTS OF ANSI 297.1
INCLUDIN—O HIGH VELOCITY HURRICANE ZONE (HVHZ).
19Y OR 28Y WOOD FUCKS & BUCK-ASTENERS BY OFFERS. MUST BE ... .: ..... __. __.. ... .._ .. .. _ ..
DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRGDUCI LOADS THIS SYSTEM IS RATED FOR SMALL MISSILE IMPACT. .
TO THE BUILDING STRUCrUR:.
A•ICHOPS SHALL BE CORROSION RESISTANT, SPACED AS S1�QIVN ON GETAILS INSTRUCTIONS: F.B.C. APPROVED I►PACT RESISTANT SHUTTERS REOU+RED
AND INSTALLED PER MANUFS IUSTRUCTIONS, SPECIFIED EMBEDMENT TO BASE FOR INSTALLATIONS UP TO Ff. OF GRADE.
USE oval's AS FD'.Lorrs. SHLMi TENS NOT RE00. FOR INSTALLATIONS A90`!E JO FT. OF GRADE,
MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. -- -' —
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP T OETERICHE DESIGN WIND PRESSURE REQUIREMENTS B45ED FL �'�18(JO
CN MIND VELOCITY. BLDG. HEIGHT, WIND ZONE USING
ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. APPLICABLE /SCE 7 STANDARD. _ --._-..-. -•_.._ _ _.....___..--____._. _.___.—__ _ `,i1111f11i1i
( i
MATERIALS INCLUDING BUT NOT LINKED 70 STEEL/METAL SCREWS. THAT STEP 3 CHECK DESIGN LCAPACITY
TO Fir. RES ONs1+:c rcR nr Sr_LM+N�. PURryASr Av
ITY FOR A GNEN SPACING ^.r�:ASLY G., -. _ c-op„c• ws[c 1u :. s
COME INTO CONTACT WITH OTHERDISSIMILAR MATERIALS SHALL A/EEf THE µIT NOGHf I15!NG CNART$ ON S12E7 2 'A vR;,v�Lo nt; nw� a .. .na elavr •.ec a-e co.:n crs :ti wuc 4
REQUIREMENfS OF THE 2014 FLORIDA BUILDING LADE & ADOPTED STANDARDS. THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. i cN To's L' uvir n• Y� ``'• �1
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION j �y-' T Rv 0, hN u.tic:: F.tuw,ENT wyl. eE rosaR:Prr. n.A:,� :r •;�
Q ILSMG CHAR1S ON SMELT J SELECT,ANCHOR OPTION AATCIED BY NMf VWIS NO.70552
FOR A SITE SPECIFIC PROJECT. ' c. LIFE SAFETY OF THIS PRODUCT, ADEOUACY 1 �. �h DESIGN LOAD CAPACITY MORE THW DESIGN LOAD IC- ,-rt �ECsu r•Rattt.. s.wu 6C-RE A..rz n A rtDP r, AL wrRco 11-? I ?`••-
OF STRUCTURE RECEM.NG THIS PRODUCT AND SEALING AROUND OPENING FOR 1 SPECIFIED IN STEP 1 ABOVE. 1:4HQ Oi M .IF_1 r+c•• .0 RTCAME T•E W ♦TCFD LCDA)�1%
WATER INFILTRATION RESISTANCE ETC. I STEP 5 rw wr vRo:ccl w .n•o •+aL BE Rr:�:L roc ;Fs nRORcn''^ A
CONDfi10lES NOT SHOWN IN THIS DRAMNG ARE TO BE ANALYZED SEPARATELY, THE LOWEST VALUE RESULTING FROM STEPS 2. ] AND I La tN Tn[ T•.[.0 Gus•:ElR K RE'CDRD.'r`4 A5 A DrtLGTCD
AND TO BE REVIEWED BY BUILDING OFFICULL. I THAT EXCEED THE DESIGN WIND PRESSURES DErmwNED C•uFSR ID Tyr P.E.D UIC-1. EER SRu SUSu". To IM•- 1TTEn r.L srcl U�•• F
MANUFAGTUNER•S LABEL SHALL BE LCCATED ON A READIY %MVELE LOCATION THRU STEP T SHALL APPLY TO ENTIRE SYSTEM. SK.-C LPAWt S FCR n.V{r. ••.._ .IOt•; • ��`�
IN ACCORDANCE WITH_ SECTION 17f0.8.J OF FLORIDA BUILDING CODE. I c-Tas A.:m. sM L m&a I w.r mo CRa:mAL sEA � sRx-vac a L `YS
STEP 6 FOR SYSTELS WITH lltWiC710RED JwBS. USD:C SLLrEf 5. Tic PRaL%: :.rcrn a RED -MAT r�AASn 0. AAA t ��
L48EUNG TO COMPLY WITH SECTION 1710.8.2. DETERMINETHE MIN. k MAX GAP DIMENSIONS. �^Died.02-'16-1i��!/l/11t
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'AL01 note }�' q%ggtP(lOf1.-...... ... .•; ---; „_. ... ......_____ ..... __._. ..
� I; """-"---'-'"- " ENGINEERS h PRODUCT DEVELOPMENTi
s •�•: - !� L EGS INTERNATIONAL, LLC
� y r---`-�.•� j!__ � ___�....____._..... 9380.SUN5ET DRIVE, SUITE 220 i
:i 3!33 S.W 25TH SWEET MIAMI, FLORIDA 333.73 (C,A.A'. 3638)
a•�, TMa.�I_ _ ..... ._. PEMOROKI PARK. FL. 33009 TELIso5l2uaeaao FA%.1305I]62�8l
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co 9 ram• °I' if— .____ _.._j_..........._...... .... ...... li TEL. (954) 404-1411 W. (95a) 964-1533 .. .. COUP-ANL\Wi6-68EC
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TYPICAL ANCHORS EDGE OISD. _ 113Y OR 2BY -
�_� _ . _ YrOOD BUCKS 1
1
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SEE aEV.-'
FOR SPACING TOGF MS7.
r�
TYPICAL ANCHORS
SEE ELEV.
FOR SPACING
WOOD BUCKS AND MEAL STRUCTURE NOT BY EGS
MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM
AND TRANSFER THEM TO THE BUILDING STRUCTURE.
TYPIC-AJ, ANCIIOF=S: SEE ELEV. FOR SPACING
TYPE 'A•_ ,r/16' DLA ULTRACON 13Y 'FLCO' (Fu-177 KSI. Fy-155 KSI)
THRU IBY OR 28Y BUCKS INTO CONCRETE
1-1/4- NON. EMBED INTO CONCRETE (MEAD/SILL)
ArIDUOR - DI�rAN -6
INTO CONCRETE - 2-1/2- WIN.
INTO WOOD STRUCTURE 1- MIN. --
:TYPE 'B'- S/16' DU UITRACON BY 'FII.DO! (Fw177 KSL FY-155 KS)
DIRECTLY INTO CONCRETE
2- MIN. EMBED INTO CONCRETE (HEAD/SILL)
ANCHOR EDGE DISTANCES
INTO CONCRETE - 2-1/2MIN.
I TYPE •C•_ ,5/16• Dl TEKS OR SELF' DPo N _N . SCREWS (GRADE 5 CRS)
INTO F.B.C. APPROVED MULLIONS
IDhTO METAL STRUCTURES (HEAD/SILL)
ALUMINUM: 1/8- THK. MIN. (6063-15 MIN.)
STEEL• 1/8' THK. MIN. (Fr - 36 KSI MIN.)
(sniu. W L'OKTAGT Wrm AIwwwuH TO BE PLATED OR PAINTED)
ANCHOR EDGE DISTANCES
L - INTO MEDAL STRUCTURE /2' UIN.—
WOOD AT HEAD OR SILL SG - 0.55 MIN.
CONCRETE AT HEAD OR SILL Yc - 300D PSI MIN.
�p TA7 W
1 ----------
11 F.B.C1 APPROVED
MULLION 8 MULLION ANCHORS
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LI9;Ij
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11- - I
14
REINFORCING AS REDD. , ;
SM sr. E SWEET 2 0
912 x 3/4' TENS FOR CAPACITY C.
(21,)l Al EACH END_.
0, ,—!)(LENCTH 2/3 OF SPAN)
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1. MAX I- MAX.
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SEE NOT NO-E
BELOW BELOW x —
CL :.1
NOTE -
MAX MOVE.Ehl ZLN5iI1LIILD-I(JO% STRETCH.
PLEASE REFER
TO SEALANT MArtUrACTUREIT'S DATA AND J:CA7 CU
MA4JA, FOR COYPAlAa 1--- 01 SEALANT TO SLIBSTRATf I
WATER'AL/t-NIS" AND COVFLA,%CE FOR WARRMT1.
REFER TO AC-- 117 - 10 FOR COWRUCTION IOLERANCES
ALTERNATE SLALA"IS AT JAMB GAPS CAN BE DESIGNED BY ;c
ENGINEER Of RECORD BASED ON MANUFACTURER GUIDE UNCS
GAPS LESS -.HAN 1,14- MAY BE DESIGNED BY W.-tNE-F.R OF RECORD BY
THE USE OF BOND EREAI:IER TATTIE OR 152 OF GAP ALLOWED MOVEMENT
.c
Sealed.02:16-17
r
IT
No. M92
UlUL
11 %droving no.
W1 6-68
FL #21899
��---- 2,629 -- ^1 1.2!O
y - .125
RJ
t,750
I
1 I
.. 5.250 .. '
I
t FRAME HEAD/SILL
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.094 -'
t 235
.: 020-..-JEO
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- 1594 •-
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I
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1.159
' 3 i MALE MULLION --�
1 4 ' JAMB/FEMALE UUUJON
. 1
-.197
7 C00
REINF. TUBE
1.352 -
STO .445
09a�
RETAINER CLIP
2354--!
1.375 '125
--- -. 3.979
\6.; - ANCHOR CUP
17EU N0.
PART:�ZUBIIT
QUANTUM
DESCRIVnDN
MATERIAL
UANF./SUPPLIER/REMARKS
t (a ii
i9
1
EGS-F3
AS REDD. FRAME HEAD/SILL
_. _
I
IS
2
EG S-F4
AS REDO.
4 GL STOP
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AS RE00.
MAT£ Mt111:0N
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A.RO._JA
MEI/FEJA&LE MULLION .. ...
7" LONG
EGS-F6
..SASS
REOD _
I AWUSTNEM RETAINER CUP.
...__ .. .... .
6 COS-i 5
6
EGS-FS
AS REOD.
; NCCHOR CUP. 12' LONG
- _ I_'FATS_ _ ._..-___.__._._.. ._...
BOSS SHOAC A
O
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EGS-F7 ?
AS PE00
£%TER:OR VE4f. SPACER _
_
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_ _. _..SASS
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a
A
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1 AS R£C7
C%fER10R HOPoZ. SPACER
TREMCO. DURDUE7ER 70SS SHORE A
... _. .. ..-.. ...
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9
.
_. ___...._....._..
I ECS-F9
AS REC7
._ __ _..... .. ....
? 'NTEMOR WEDGE CASKE."
.. ..__-
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EPDM
TREM^� CUROU=-fER 70±5 SHORE A
..-_ _�. '..
10
F- ECS-F70 >S REJT
SEI`!NG t3;OCK5 AT 1/4 POrtrS• :- !0%G
. ...
..._ -i-_STAFF.
EPDM
! CIa1NG R'Y_2CA. DUROLIE7ER t10_S SNORE A
_ __-._.. ._ ... .
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1I
12
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N'rLON LOCK ALE% NUT AT SRL
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HSS3%1-1/2 I AS RE03.
REINFORCING TUBE (LENGTIt - 2/3 OF NULL HT.) ..'i
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_.._ --FATS_ _.. ...
REINFORCEMENT TUB E iASTENERS
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RAJk4PARI SERIES 5500 WINDOW WALL (S.M.I.) I AL-FAROOQ CORPORATION
ea. ENGINEERS & PRODUCT DEVELOPMENT
(3) 3/8' 7 EGS INTERNATIONAL, LLC
93BOSUNSUTDRWF-SUrrE220
RLal ` S.W. 3133 251H STREET MIAMI. FLORIDA =173 (..x. 3538)
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PEMBROKE PARK. Fl.. 33GO9 TEL (305) 26"IM FAY-(aoB)
03
I . L . L. . 54) .. 964-)441 FAX. (954) 9114 coml . .. .. .... 7153
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AL-FROOQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
PRODUCT APPROVAL EVALUATION
RULE CHAPTER 461G20-3 e METHOD 1 OPTION D
FL 21899
Date: 2/16/17
Detailed Product Description:
Manufacturer: EGS INTERNATIONAL, LI-C
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 11 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)
" TcST
DESGft1Pj 1C}i<!
TCS I' Ct?CATIO�C "R
TEST REPORT
TEST FtEI?OftT #1
r —EST."
u..
DATE,
E
ASTM E283
Air Infiltration
Architectural Testing
02/14/20:17
G3802.01-450-18
Joseph A. Reed, PE
Leakage
ASTM E331
Water
Architectural Testing
0211412017
G3802.01-450-18
Joseph A. Reed, PE
or ASTM 547 &
Penetration
TAS 202
ASTM E330 &
Uniform Static
Arcs i c•ctu al resting
irrlr 20 7
c33902.01.1150 18
Joseph A. Reed, PE I
TAS 202
Air Pressure
Supplemental Tests (Tested in accordance
with TAS-201 and TAS-203)
BEST
DESCR1PT10N
I i Sl LgCATIC7N
TEST REr1tORT
TESTS
TCS1y `v
Eli
DATE
REJ t7RT rt
SERL [ ,C'l
FBC 1626.3
Small Missile
Architectural Testing
02/14/ 017
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:
I
- _
lavad Ahmad PE Jt 7059:?
AI Faraoq Corporation EB ;1 3538
11A0•;,OSealed 02-16-17
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9360 Sunset Drive STE 220 1 Miami, FL 33173 1 T: 305.264.8100 1 t : 305,262.69-18 1 ww�^7 r{reng c rr alfal-00 1 afcenR.com