HomeMy WebLinkAboutProduct Approval (2) 3/6/2020 Florida Building Code Online
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a FL# FL21899-R1 RECEIVED
Application Type Revision
Code Version 2017 RPAER20
Application Status proved
ST. IIkAI C L ity''Armittin
Comments
Archived 01 ST. Lucie County, Permitting I
Product Manufacturer EGS International, LLC
Address/Phone/Email 3133 SW 25th Street
Pembroke Park, FL 33009
(954)964-1441
engineers2501@msn.com
Authorized Signature Javad Ahmad
veronica@afceng.com 3, 0:�1� ® �
Technical Representative Gary Zack
Address/Phone/Email 3133 SW 25th Street �� ®�
Pembroke Park,FL 33009
(954)964-1441 c®® CA
gary@egsinternationalllc.com �®
Quality Assurance Representative
Address/Phone/Email
Category Panel Walls
Subcategory Storefronts
Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida
Professional Engineer
Evaluation Report-Hardcopy Received
Florida Engineer or Architect Name who developed the Javad Ahmad
Evaluation Report
Florida License PE-70592
Quality Assurance Entity National Accreditation and Management Institute
Quality Assurance Contract Expiration Date 12/31/2020
Validated By Ammad Riaz, P.E.
Validation Checklist-Hardcopy Received
Certificate of Independence FL21899 R1 COI SS-Rampart Series 5500 Alum WW-CI 2017.Pddf,
Referenced Standard and Year(of Standard) Standard Year
AAMA 501 2005
ANSI Z97.1 2009
TAS 201 1994
TAS 202 1994
TAS 203 1994
Equivalence of Product Standards
Certified By
hfps://fioddabuilding.org/pr/pr app_dtl.aspx4param=wGEVXQwtDqufjj9QzTt6YQlirJOPONST4LlM6ps5hiZEe%2faofwiAsXw%3d%3d 1/2
3/6/2020 . Florida Building Code Online
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Code Version 2017 FL# 21899
Application Type ALL Product Manufacturer ALL
Category ALL Subcategory ALL
Application Status ALL Compliance Method ALL
Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL
Product Model,Number or Name ALL Product Description ALL
Approved for use in HVHZ ALL Approved for use outside HVHZ ALL
Impact Resistant ALL Design Pressure ALL
Other ALL
Search Results-A lications _
TYRee ManufacturerValidated By Status
FL21899-R1 Revision EGS International,LLC Ammad Riaz, P.E. Approved
History Category: Panel Walls (786)390-5097
Subcategory:Storefronts
*Approved by DBPR.Approvals by DBPR shall be.reviewed and ratified by the POC and/or the Commission if necessary.
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 -
The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State ofFlorida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.Theemails
provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please
- provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here.
Product Approval.Accepts:
X 99 M
rCrecilt Care RG
https://floddabuilding.org/pr/pr�_appjst.aspx 1!1
3/6/2020 Florida Building Code Online
Sections from the Code
Product Approval Method Method 1 Option D
Date Submitted 11729/2017
Date Validated 11/29/2017
Date Pending FBC Approval 12/06/2017
Date Approved 02/13/2018
Summary of Products
FL# Model,Number or Name Description
21899.1 Rampart Series 5500 Aluminum Large missile impact resistant aluminum window wall system.
Window Wall System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL21899 R1 II SS- Rampart Series 5500 Alum WW
Approved for use outside HVHZ:Yes (LMI)-2017 DWG W16-66.pdf
Impact Resistant:Yes Verified By:Javad Ahmad PE#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. FL21899 RI AE SS- Rampart Series 5500 Alum WW(LMI)_
PAE 2017.pd
Created by Independent Third Party:Yes
21899.2 Rampart Series 5500 Aluminum Small missile impact resistant aluminum window wall system.
Window Wall System
Limits of Use Installation Instructions
Approved for use in HVHZ:Yes FL21899 RI II SS- Rampart Series 5500 Alum WW(SMI)_
Approved for use outside HVHZ:Yes 2017 DWG W16-68.pdf
Impact Resistant:Yes Verified By:Javad Ahmad PE#70592
Design Pressure: +100/-130 Created by Independent Third Party:Yes
Other:See attached drawing W16-68 for span vs load Evaluation Reports
combinations and installation instructions. FL21899 RI AE SS-Rampart Series 5500 Alum WW(SM);)_
PAE 2017.pdf
Created by Independent Third Party: Yes
fia.kl Plexi
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida Is an AA/EEO employer.Copy1ght 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.If you do not want youre-mailaddress released In response to a public-records request,do not send electronic
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),
Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails
provided may be used for official communication with the licensee.However email addresses are public record:If you do not wish to supply a personal address,please
provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please click here.
'Product Approval Accepts:
. �;�H �re�dl�tjrC!ard
https://floddabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqufjj9QzTt6YQlirJOPONST4Ll M6ps5hiZEe%2faofwiAsXw%3d%3d 212
AL-FARO'OQ CORPORATION
CONSULTING ENGINEERS & PRODUCT DEVELOPMENT
November 28, 2017
Product Approval Administrator
Building Codes&Standards Section
Department of Business& Professional Regulations
1940 North Monroe Street,Suite 90
Tallahassee, FL 32399-2100
Ref: EGS International, LLC
Rampart Series 5500 Aluminum Window Wall System - L.M:I
Rampart Series 5500 Aluminum Window Wall System -S.M.I
Certificate of Independence
Dear Sirs,
As the design-engineer retained by EGS International, LLC on the product referenced above, I do
hereby declare that I do not have .and will not have any financial.interest in any company
manufacturing or distributing the above referenced product, nor do I have or will have any
financial interest with any other entity involved in the approval process of the product.
Sincerely,
dP i
......
G E �
No 7069E +
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JAL
Sealed:11/28/2017
Javad Ahmad, P.E.
Director of Engineering
9360 Sunset Drive STE 220 Miami,FL 33173 T:305.264.8100 F:305.262.6978 www.afceng.com alfaroog@afcens.com
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` ILL IANCHORS TYPE A B OR C I ANCHORS TYPE A, 9 OR C HEAD SILL B ANCHORS TYPE A.B OR C
--3 AT EACH JAMB ��-3 AT EACH SIDE OF MULLION --3 AT EACH JAMBm m
SEE SHEET 2 SEE SHEET 2 SEE'SHEET 2 O•` Vl I.Mj "
TYPICAL ELEVATIONS
J3gT S�R�I S 5500 DAYLITE OPENINGS SINGLE '0' PANEL:
ALUMINUM WINDOW WALL SYSTIIM DLO WIDTH = FRAME WIDTH - 4.50"
DLO HEIGHT = FRAME HEIGHT - 5.50"
THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE
: REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA
c'n
BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 9 0
1 B OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS, MUST BE
i DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS PRODUCT COMPLIES WITH REQUIREMENTS OF ANSI Z97.1. I y 3
TO THE BUILDING STRUCTURE, 'v
' ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS INSTRUCTIONS: THIS SYSTEM IS RATED FOR LARGE& SMALL MISSILE IMPACT.
AND INSTALLED PER MANUF'S INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE USE CHARTS AS FOLLOWS. SHUTTERS ARE NOT REQUIRED.
MATERIAL SHALL BE BEYOND WALL DRESSING'OR STUCCO. ............."' .".._..,... .... w
A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. STEP 1 DETERMINE FL 1899 DESIGN WIND PRESSURE REQUIREMENTS BASED 2 '°
I ON WIND VELOCITY, BLDG.HEIGHT,WIND ZONE USING #._,,.
ALL SHIMS TO BE HIGH IMPACT, NON-MEfALUC AND NON-COMPRESSIBLE. APPLICABLE ASCE 7 STANDARD. IoN
1
MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT A-CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND
STEP 2 CHECK DESIGN LOAD CAPACITY FOR A GIVEN SPACING THIS
INSTALLATION OF THIS PRODUCT BASED ON THIS PROW CF EVALUATION
'i COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
AND HEIGHT USING CHARTS ON SHEET 2 PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED
{ REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE&ADOPTED STANDARDS. � THE CAPACITY SHOULD EXCEED THE DESIGN LOAD. ON THIS DOCUMENT. � �••1lC��''• •g ;o
THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION D-THIS PRooUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF -`�
FOR A SITE SPECIFIC PROJECT,i.e. LIFE SAFETY OF THIS PRODUCT,ADEQUACY STEP 3 USING CHARTS ON SHEET 2 SELECT.ANCHOR OPTION ALTERED B Y ANY MEANS. _ ,• No.70592
WITH DESIGN LOAD CAPACITY MORE THAN DESIGN LOAD s
1 OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR C-SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED
WATER.INFILTRATION RESISTANCE ETC. SPECIFIED IN STEP 1 ABOVE. ENGINEER oR ATSNTEcr wxxH WILL BECOME THE ENGINEER of RECORD(Eo.R.). �,� _ $ fi
E FOR ME PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER q�
CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY, STEP 4 THE LOWEST VALUE RESULTING FROM STEPS 2 AND 3 i USECF THE P.E.DENGINEER OF RECORD,ACTING AS A DELEGATED
AND TO BE REVIEWED BY BUILDING OFFICIAL. THAT EXCEED THE DESIGN WIND PRESSURES DETERMINED ENGINEER TO THE PID.ENGINEER SHALL SUBMIT TO THIS UTTER THE SIFE Oq� dTOWITKJ f10.
F MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION THRU STEP 1 SHALL APPLY TO ENTIRE SYSTEM. SPECIFIC DRAWINGS FOR REVIEW. (�'• Oa•' (�``�` W1 F)—F)F)
IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. STEP 5 FOR SYSTEMS WITH UNANCHORED JAMBS,USING SHEET 4, ° THIS
P.0.SKKILL EA ENGINEER DkTOF flEio ORIGINAL T SEPREPARED IT. S.OF ���`.�`\\ - ..�,.. ...
LABEUNG.TO COMPLY WITH SECTION 170992 DETERMINE THE MIN &MAX GAP DIMENSIONS. _ T TTIA1 sheet ) of.6'
Sealed:11/28/2017
DBS[GN LOAD CAPACITY PSY £ -^„^; '....:..... ,....„ JAM kill ANCHOR IAAD CAPACITY PSF JAMBJMUUJON ANCHOR IAAD CAPACITY PSF k YY1
...._. ..... .. v
NOMINAL„DIMS •'� 'MULLION, Ml AtULL10NANCHORSANCHOIL9 +ANCHORS' ANCHORS •ANCHORS �P
b 1 ; NOMINAL DIMS A TYPE'D NOMINAL DIMS ,I.YI
WIDiH(W) FRAYE HEIGHT.E70(+) 91L(-) f EM(+); INT.(-)
t g ,.TYPE ... TYPE C' ! PS A;_:.:TYPE-i'.0', _TYPE V.-
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.._.36' .100.0 ',100.0 10,.:r 100.0 Y ! :.. (t) EX7 (+ EXY(+) EXT (+),-
00. ETT(4 �;.Z q 3
WIDTH(W) FRAME HEIGHT - : Ni :WIDTH(W) FRAME,HEIGHT.. {H7 6i1 IM
42' -100,o- ,1,00.0 f 100.0 100.0,.i !3 38 )s J 100 0"''. 100 6 106.6-- Se.. T00 0 100,0.`.:` "100 0
48' 1000 "100.0 j 1000, ,100.0 - m 100.0 100.0 "" 100.0 42• W0,0• 100.0 1000 p-
42' A.
54`, 96' 100.0 100.0 100.0 f 00.0 48' c 100,0100.0 106.6 48 86.1 100.0 100.6 g IIf����� 0
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60' 100 0 100.0
100.0., 100 0 < 54' 72 100 0 199.0, 100.0 54 98 78.3 iQO.Q, 44.O e t1` U
68' ^_90.9 100.0 908„',700,0,! 60' ..,. .94.0..,,i�.„,_100 0...,... 1000_ 60.
fl .L 70.6 100.0 84.8
72• 83.3 ;100.0 83.3 ` '�. 100 0:..' 68• 65 5 100.0 100 0 66 84 1 100.0`'_ 78.9" :
36' 100.0 ,�100.0 '100 0 100 0 72' .� '78 3 100.0 94 0 72 _ 68 8 100 0 70S V C td
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42" 100 0 100 0 100 0 100 0 ` 36' 100 0 _ 100 0 100 0 38 100 0 100 0 100 0 a 0 y
48" 102• .100.0-:: 100.0 100 0 , loo.o. W 1 W2 W3 42' :'. 7'.-100.0- '100.0 100.0, 42 : 94.0 100.0 .� 100 0 0
54' W100 0 } 100 0 100.0,.,; .100.0, 48' l.. 100 0 100 0 100 0 48• 829 100.0 99,5 z Q1 yI
60' 1000 E 100.0 :tOD.b 1000 54• 78 984 1000 1000 i 54 102• 73.7 "" - 1000 685 ' g; r
66' 1-10.9 i 100 0 90.9 100 0 WIDTH (W) = W1 60' B6 8�Y 100 0 100 0 60 68.4 100 0 79.6
36' PILO1100.0 1000 1000 AT FRAME JAMB 68' 78.9 100.0 947 66 603 1000 724 IQ Z
42' ..,100 0 °,100.0 100 0,:: 100.0_ 72' ... 723 160.0 U6.8 36 100.0 100.0--
WIDTH
0 0 100 0
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48' "1Gb.0 -"100:0 1000 100.0 WIDTH (W) W2 + W3,., 38' 1000
v .-..-,„_. -_100.0 100.0 42 89 5 100 0 t00A
1" 108' 1000 100.0 too. 100.0 AT FRAME MUWON 2 42• "' 1000 _ IODO -' 1000 48 B 703 1000 <140
60" ,100.0 100.0 100 0,, .100.0.: 48' 100 0 .m 100.0..^ 160.0 54' 10 69.6 100 0 83 6 1
..,..._66.. .. ,. ,',.,.90 9, ?,..100.0 , 90.9 1:,100.0..; 54' I. 84' 89.5 100.0,. 100 0 60' '' 62 7_:. 100 0 e 75 2..,W v E
36'.�`.. _ 106.0 ;..100.0 "tOD:O" 1000..: 60" .. 80.6, ,._100.0 „987 66'.. 57.0. t00A,,. 88.4 , 3 m
42 100 0 100 0 100 0 100 0 66 ,,...„73.2 100 0 ,,:,.87 9 3fi 98 9 100 0 -IOD.O ,F
48' 114 1.1000 1000 1000 1000 i 72 671 1000 806 , 42 848 _ 1000"'" 100,0 , }p J O m '
54' s 100 0 100 0 100.0100 0 36 100 0 100 6 100 0 ; 48' 114' 74 2 100 0 89.1 Z F M
60' 2,:f OD 0 100 0 100 0 100 0 42 100 0 .,100.0 X100 0 54' .66.0 100.0 79.2 3 .J lal
.._....36 ... _.1006 :'too ..:.: .O
100.0 100.0" t. 48 '_...94 0 ........100 0 „ _,100 0 . 60' ,.'. 59 4, 100.4 71 2, 0 Z
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42' 1000 , 100.0 100.0 100.0 ; .,•„ .,, .. .• ;':. i.._. N FQ'
48' 120' ::100 0 j.100.0 100-0; 100.0__; 60' ( - 75.2" 166.6 96.2 42' 80.6 100.0 96.7 z
54' 1...1000 ._100.0 100 Q.,�. Ld
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60 SOD O 100.0 100 0 100 0 72'. s... 62.7 100.0 75.2 y 54' : ., 62.7 100.0 75,2 y1 W m.
_. .... .,._ _-. : 60".--l- 56,4 100.0. 67.7 zfN Y K ,
INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED.
M 03
INTERPOLATION BETWEEN WIDTHS OR HEIGHTS ALLOWED., H7 w -
1/4"HEAT STREN'D GLASS SEE SHEET 3 FOR ANCHOR DESCRIPTION. x. -
.090•Interlayer
T'SentryGlos '
--- SILICONE F.By'Kuroroy America,Inc.'
TREMCO SSG PROGLAZEA, FS `
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GLAZING DETAIL
�AJ S drawing no.
A3E0 ONPAASTMSEIO OOH09 (3IS EET EC ARE GUSTS). FL 21899 -��ssZONAL�N sheet .Wot �6.
Sealed:11/28/2017
EDGE DIST. 18Y OR 25Y - -EDS METAL TYPICAL.ANCHORS
TYPICAL ANCHORS -- --- WOOD BUCKS �� STRUCTURES
w
DISTf'1 3
E ELEV. _ v
SEE ELEY: FOR SPACING ----------------------
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THRU 1 B OR 2BY BUCKS INTO CONCRETE ; W 111 0_ ,
1-1/4'MIN. EMBED INTO CONCRETE (HEAD/SILL) r
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ANCHOR EDGE DIM N ES
1 I !
1 I INTO CONCRETE= 2-1/2'MIN.
f L _ INTO WOOD STRUCTURE _1' MIN.
I I TYPE 'B'- 16 DIA ULTRACON BY 'ELCO' (FU-177 KSI,FY-155 KSI) a I
DIRECTLY INTO CONCRETE
11'1g' I 2" MIN, EMBED INTO CONCRETE (HEAD/SILL) m
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i 1 s . 4. :::. ANCHOR EDGE DISTANCES
INTO CONCRETE= 2-1/2' MIN.
TIYPE '(,"- ''j/16• DUL TEKS OR SELF DRILLING SCREWS (GRADE 5 CRS)
INTO F.B.C.APPROVED MULLIONS >
OR °c
INTO METAL STRUCTURES (HEAD/SILL)
O'. I (3) THREADS MIN. TO EXTEND BEYOND METAL THICKNESS ,p; ASO�:iBP• �i�. 1 'a
ALUMINUM: 1/8' THK. MIN. (6063-T5 MIN.) it
t STEEL: 1/8'THK. MIN. (Fy - 36 KSI MIN.) pip,70594 1 `.
(STEEL IN CONTACT WITH ALUMINUM TO DE PLATED OR PAINTED) -
i
ANCHOR EDGE DISTANCES sp �.. 7. .�.
+ •' ttPICAL ANCHORS INTO METAL STRUCTURE - 1/2• MIN. �O drawing no.
I M i SEE ELEV;, — _ ._ . _ . _ .— . _ . _ . _ . _ ._ y� Ofti• C CC.
FOR SPACING ' i
I� .EDGE DIST. WOOD AT HEAD OR SILL SG ,n 0.55 MIN, �7SS�o••
CONCRETE AT HEAD OR SILL f'c - 3000 PSI MIN. FL #21899
Sealed:11/28/2017
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DEPTH 1/4•MIN. i/2•MIN.
1/2 MIN. to
1•MAX N O_ 1
.,..„„FRAME,WIDTH__.. .. ..... .... .. s I"MAX.
�' W
. ....NOT _._::,.__......_.___ _
SEE NOTE .._ .»_»_..._...._......._� » .:SEE NOTE..
BELOWBELOW —N K
NOTE:
MAX:MOVEMENT CONSIDERED=100%STRETCH. `
PLEASE REFER TO SEALANT MANUFACTURER'S DATA AND APPLICATION ;
MANUAL FOR COMPATABILTTY OF SEALANT TO SUBSTRATE k WINDOWALL
MATERIAL/FINISH AND COMPLIANCE FOR WARRANTY.
REFER TO ACI-117-10 FOR CONSTRUCTION TOLERANCES.
ALTERNATE SEALANTS AT JAMB GAPS CAN BE DESIGNED BY
ENGINEER OF RECORD BASED ON MANUFACTURER GUIDE LINES. o_
GAPS LESS THAN 1/4•MAY BE DESIGNED BY ENGINEER OF RECORD BY
THE USE OF BOND BREAKER TAPE OR 15%OF.CAP ALLOWED MOVEMENT. v
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Sealed:11/28/2017
,' .. ITEM NO f PART NUMBER QUANTITY DESCRIPTIONANTERIAL1tAMF/SUPPIIER%BElSARES - _...
2.629r=;" 1.250 ' ... to
„ r # ""1 x EGS F3AS REQD.- FRAME HEAD/SILL 8063-T6 - .. s
m
-,,,2 i= .ry._EG5-F4, __ ,AS.REQD.. GIAS$STOP t 6063-T5
L ,125 _
_.......,.,. ..__.. . ._.._..._. ..._....,......
'1 3 "' EGS F2' 'AS REODr MALE'MULLION�,•,-- _ 6066L45 i= .,. _. _.
Y_ 4 »..-EGS F7_. .AS READ._�JAMB/FEIAALE MUWON � 8005 TS q -�
2.750 - _ .. _ Z 7d
' 5 Ex5-F6 AS REDD ADJUSTMENT RETAINER CUP 3 LONG 6063-T5
1.750 -6 d ECS FS AS READ ANCHOR_,CUP 12 LONG " ., 6005 TS - d v
— -
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o no o e escn ion =La. EGS INTERNATIONAL, LLC ENGINEERS&PRODUCT DEVELOPMENT
� 3133 S.W. 25TH STREET 93605UN5Ei DRIVE SUrtE 220MIAMI,FLORIDA 33173� (C.A N 3538);O) o. PEMBROKE PARK„ FL. 33009 TM-(306)26461M FAX(30M 26269773
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