HomeMy WebLinkAboutProduct Approval (3) 8/1015 Florida Belding Code Or>`ine
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Application Type Revision
- k Code Version 2014 n
Application Status Validated :I
i
Comments
Archived
{
Product Manufacturer Regency Pius incorptirdted
Address/Phone/Entail 1024 Locust Cap Highway
Mount Carmel, PA 17851
(570)339-3374
tornep@iconsen"tionwindows.com,
Authorized Signature Tony Procopio
tonyp@i-onservationviindows.coni
Technical Representative Joe Korzeniecld
Address/Phone/Email 2000 Locust Gap!,'+ny.
Mount Cannel,SD 17851
(570):339-3374
Jo elc@.window-pros.info
Quality Assurance Representative Joe KorzeniecW
Address/Phone/Errall 2000 Locust Gap ftv y. .
Mount Carmel,PA 17851
(570 )3139-3374
Joeli'(t^wwow-ptos.info
Category
tH
dot5ubaategoryizontal Slider
Compliance Method Certification Ma Mark Listing '
r tE
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management;Institute,
}
Referenced Standard arid'Year(of Standard) Rond>st51 Yeat
AAf4A/NWV10,A101/IS;2-97 14E17
TAS 201 194'
TAS 202 19 '
- TAS 203 1994
j'
Equivalence of Product Standards
Certified By
Product Approval Method Method 1 Option A
Date Subrrotted 08/13/2015
x
Date Validated 08/17/2015
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twilodidoWidng.org'Pr$r_aPp dN-asp(lparai>fiv�GE1/XQWDqvWJ ggZ9VlitiE610/o2bE3Mp)P5CW ZMCIugY%2fyZUCcjA ;` 12.
Florida BdIding Cale Online
Suminar
rI of Products
FLS Model,Humber or Name Description
11411.1 Series 2000 Series 2000 Non Irn0act Horizontal Slider
Urtilits of Use Certification Agent
V Certificate
Approved for use In HVHZ:No I FL11411 RA C F.Ac N-1006137-R6j)d
Approved for use outside HVHZ:Yes
Q=uality Assurance Contract Expiration Date
kripact Msistant:No 03/31/2021
Design pressure:4-401-40 Listallation instructions
Other: i r1.11411 M 11 0&0270or
Verified By.Luis R.Lomas,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
EL11411 R4 AE 513481Ddf
Created by Independent Third Party:Yes
11411 2 Serfas 5405 Series 5405 Irrpact.Horizontal Slider Window
Um is Of Use Certification Agency Certificate
Approved to use Ye FU1411 R4 C 94C NI0063$3-_R3,M
r 'in HIVNIEL—n
S
Approved.for use outside MD:'Yes Quality Assiurancit Contract Expiration Date
Z Z11, Bripact Resistant:Yes 1113012021
Design Pressure:+55/-55 i Installation In
structlons
Other:FRAME AATERLAL TO BC-RIGID PVC FROMPOYAL WINDOW F1,11411 R4 It 0&02702A_pd
DOOR PROFILES,PLANT 1,AA14A CERTIFIED(DOM-1). Verified BY:Luis R;torsos,P.E.62514
Created by Independent Third Party:Yes
Evaluation Reports
FLII.411 P4 AE 1:'L0129.27-COMP,pdf
FLII-411 R4 AE 13012927.od
&11-411 R4 AE 513482 Ddf
Created by independent Third.Party:Yes
1940 North Monroe Street TaVahass ph
brie:850-447-1824
p
The State of Florida Is an AA,112110 employer.cilgirrialit 2001-2013 State of rip"do. privacy Statement;:Accessibility Statement 1iStatement
Under Florida low,email addresses or,public records.It you do not mot your c.-mad address released in response to a public-records request,do notfsend
electronic mad twthis entity.Instead,contact the office 6y Phone or by traditional ma&if you have any questions,please contact 850.487,1395.*Pursuant to
Section 455.27541),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,f-S.must provide the Department with an email address if
they have 04e.The em ills provided may be used forofficialcommunication Kith tne licensee,Homver email addresses are public record.If you do not)msh to
!supply a personal address,please provide the Department Wth an email address which can be made ayallabte to the public.To determine it you area licensee
under Chapter 455,F.S.,please dick brrq_.
Product Approval Acceptn;
FRI 4 E_—
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212
L. Roberto Lomas P.E. Engiitioering Evzoiuletion Report
233 W.Main St
Danville,VA 24541
Report IU(?.: 1 3482A
434-688-0609
ril omasCoOrlomaspe.com
Manufacturer: Regency Plus,Inc.
1024 Locust Gap Highway.
Mt. Carmel,PA 17851
- Product Line: Series 5405 Vinyl Horizontal Slider—74"x 63"—L.W.
Compliance:
The above mentioned product has been evaluated for compliance with the requirements of the Florida Department of
Business and Professional Regulation for Statewide Acceptance per Rule 61 G20-3.005 method 1(a).The product listed
herein complies with requirements of the current Florida Building Code.
Supporting Technical Documentation:
1. Approval document:drawing number 08-02702, Revision A, prepared,signed and sealed by Luis Roberto Lomas
P.E.
2. Test report No.:NCTL 110-9869-1 signed and sealed by Robert H Zeiders P.E.
National Certified Testing Laboratories,York, PA
TAS 201-94 Large Missile;lmpact Test, Level D,.Wind..Zone 4
TAS 202-94 Uniform Static Air Pressure,t55.Opsf design pressure,8.25psf crater penetration..
TAS 203-94 Cyclic Pressure loading±55.Opsf design pressure
3. Anchor calculations,report number 51.3482-1, prepared,signed and sealed by Luis Roberto Lomas P.E.
Limitations and Conditions of use:
Maximum design pressure:: t55.Opsf
o Maximum panel size: 35 7116"x 60`
Approved configurations:OX,XO
p Units must be glazed per ASTM E 1300-04,see installation instructions for glass de#ails:
This product is rated to be used in the HVHZ.
o This product is impact resistant and does not require impact protection in vAnd bome debris regions.'
Frame material to be rigid. 'PVC.
Installations Units must:be installed in accordance with approval document;08-02702,Revision A.
Certification of independence: Please note that I don't have nor will acquire a financial interest in any company
i manufacturing or distributing the product(s)for vehich this report is being issued.Also.I don't have nor vAll'acquire a
financial interest in any other entity involved in the approval process of the listed.pmduct(5).
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1 of 9
Luis R.Lomas,P.E.
FL No.:62514
08114!2015
REvWN5
REV DESCRIPTION DATE APPROVED
A REVISED RATING 08/13/15 R.L,
IES 16, FOR ANCHORING INTO METAL STRUCTURE USE #10 SMS OR SELF DRILLING SCREWS WITH
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE INTERIOR WALL,
REQUIREMENTS OF THE FLORIDA BUILDING CODE INCLUDING T E NZ. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
2 WOOD FRA6aN AN r a Y INC TO BE D t AND ANCkOREO TO PROPERLv 17. ALL FASTENERS TO BE CORROSION RESISTANT.
TRANSFER ALL LOADS-TO STRUCTURE. FRAMING AND MASONRY OPENING IS THE 18. INSTALLATION ANCHORS. SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. MANUFACTURER'S INSTALLATION INSTRUCTIONS.AND ANCHORS SHALL NOT BE USED IN
3. 1X BUCK OVER MASONRY/CONCRETE IS OPTIONAL. SUBSTRATES WITH STRENGTHS LESS THAN .THE MINIMUM STRENGTH SPECIFIED BELOW:
4. WHERESHIM OR BUCK THICKNESS IS LESS THAN 1-1/2" WINDOW UNITS MUST BE - A. WOOD - MINIMUM SPECIFIC GRAVITY OF G=0.42
ANCHORED THROUGH THE FRAME IN ACCORDANCE WITH MANUFACTURER'S PUBLISHED B. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 3,192 PSI.
INSTALLATION INSTRUCTIONS. ANCHORS SHALL BE SECURELY FASTENED DIRECTLY INTO C. MASONRY - STRENGTH CONFORMANCE TO ASTM C-90, GRADE N. TYPE 1 (OR GREATER).
MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE MATERIAL, D. METAL STRUCTURE: STEEL 18GA, 33KSI OR ALUMINUM 6063-T5 1/8" THICK MINIMUM
r
S. WHERE WOOD BUCK THICKNESS 1S 1-1/2' OR GREATER, BUCK SHALL BE SECURELY 19. APPROVED CONFIGURATIONS: OX, XO
FASTENED TO MASONRY, CONCRETE OR OTHER STRUCTURAL SUBSTRATE. WINDOW UNITS MAY
8 BE ANCHORED THROUGH FRAME TO SECURED WOOD BUCK IN ACCORDANCE WITH
r�ANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS.
6. WHERE 1X BUCK IS NOT USED DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED
COATING OR MEMBRANE. SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF
THE ARCHITECT OR ENGINEER OF-6 9.
f 7. TEND BEYOND WINDOW INTERIOR FACE SO THAT FULL FRAME SUPPORT IS
0 t PROVIDEd
p
S. SHIM AS REQUIRED AT EACH ANCHOR LOCATION WITH LOAD BEARING SHIM. SWM WHERE
C.6 SPACE OF 1/1,6" OR GREATER OCCURS. MAXIMUM ALLOWABLE SHIM STP.CK TO BE 1/4".
9. SHIMS SHALL BE LOCATED, APPLIED AND MADE FROM MATERIALS AND THICKNESS CAPABLE
OF SUSTAINING APPLICABLE LOADS.
10_ WINO LOAD DURATION FACTOR Cd-1.6 WAS USED FOR WOOD ANCHOR CALCULATIONS,
11.FRAME MATERIAL_ EXTRUDED RIGID PVC.
12. UNITS MUST BE GLAZED PER ASTM E1300-04, SEE SHEET 2 FOR GLASS DETAILS.
13. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
BORNE DEBRIS REGIONS.
14. FOR ANCHORING TINTO WOOD FRAMING OR 2X BUCK USE #10 WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 1/4' MINIMUM EMBEDMENT INTO SUBSTRATE. LOCATE
ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS,
15. FOR ANCHORING INTO MASONRY/CONCRETE USE 3/16" TAPCONS WITH SUFFICIENT LENGTH
TO ACHIEVE A 1 1/4" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 2 1/2" MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS...SHOWN_21-FlEVATIONS.AND.INSTALLATION.DETAILS...........
SIGNED:08/1312015
REGENCY , INC.
2000 LOCUST PC PS HIGHWAY `\��J`51R IrLIO �
MT CARMEL, PA 17851 `v,•yAGEASF,d+
TABLE OF CONTENTS63"SERIES 5405 VINYL HORIZONTAL SLIDER 0 5 s7'
SHEET NO. DESCRIPTION 74' XNOTES- LMI =�.k•• TAT�tcc1 NOTESDRAW �
REY
2 ELEVATION _ N GN. Dwc Im. 08-02702 A
3 - 4 INSTALLATION DETAILS — NTS DATE 06/01415 -&"1 OF 4 //////1NAL10���
'
'
`
_- '--_'- _� _____--'-...................._-
74" MAX FRAME WIDTH REY DESCRIPTION WTE '-"'Rwo
6" MAX 12' MAX A REVISED RATING 08/13/15 R,L
C6 pm.
MAX
MAME
HEIGHT
0.090" SG BY DUPONT—
EXTERIOR DESICCANT 2
4 STEEL SPACER
SERIES 5405 VINA.HORIZONTAL.SLIDING SYSTEM
LAROf AND&VALL GLAZING
±55.OPSF SIKA 552 BEAD
MISSILE IMPACT BACK BEDDING GLAZING DETAIL
3. (1)'11/2-X 1/2' TRIANGULAR—SHAPED.WEEP. HOLE'AT EACH END OF INTERIOR SILL TRACK.
4. (1) 1/2'�X.3/8" WEEP HOLE AT,MIDSPAN OF INTERIOR SILL TRACK. SIGNED.0811312015
5. (1) 5/8 X 3/6' WEEP HOLE AT FIXED MEETING RAIL END OF EXTERIOR SILL TRACK.
C.
6 (1) 3/4 3/8" WEEP NOTCH AT EACH END OF INTERIOR SILL TRACK COVER. REGENCY PLUS, INC.,
'UST GAP HIGHWAY
7 (1) 1 1/2' X 1/4' WEEP HOLE WITH PLASTIC WtEP:COVER AT 2 7/8" FROM EACH END OF 2000 LOC f
EXTERIOR VERTICAL SILL FACE. M CARMEL, PA 178
8. (1) 1/4,--X,9/46.7 WEEP NOTCH AT MIDSPAN OF INTERIOR.SILL TRACK COVER.
SERIES 5405 VINYL HORIZONTAL UIDER
HARIDWARESCUMLE ELEVATION TAT OF
(i�mErALCANI-IYPESWEEOLOCkl3"FROMEAtHtNOOFAcnvEmEE-riNGsTiLE '-o'
B. 12)METAL KEEPERAT FIXED MEETING STILE
1 02
(,jI METAL PIT LATCH AT TOP OF BOTH ACTIVE PANEL STILES
EL REINFORCEMENT CHAN NELAT FIXED MEETIN45 STILE AND ALL PANEL MEMBER HOLLOW I=Au NTS I DA"c 06/01/15 2 OF 4
�
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EDGE DISTANCE 1 3/8 MIN. 3/4- MIN REV Dow6mN
WOOD FRAMING EMBEDMENT METAL A REVISEO-RATINC
OR 2X BUCK STRUCTURE EDGE DISTANCE
BY OTHERS By OTHERS 1/4" MAX.,
I I r SHIM SPACE INTERIOR
APPROVED APPROVED 1/4" MAX. 3/4" MIN E:Q
SEALANT SHIM SEALANT 1 EDGE DISTANCE
HIM SPACE
SPACE
a #10 WOOD 10 SMS OR
SCREW SELF DRILUNG #10 SMS OR
SCREW SELF DRILLING
SCREWS
METAL
STRUCTURE
BY OTHERS
SEALANTE
JAMB INSTALLATION DETAIL
METAL STRUCTURE INSTALLA77014
INTERIOR gnQRL0R INTERIOR 1 1/4 MIN 1/4- MAX,
EMBEDMENT' SHIM SPACE
EXTERIOR
EDGE DISTANCE
#10 SMS OR
SELF DRILLING
010 WOOD SCREW
SCREW 10 WOOD
APPROVED APPROVED SCREW
SEALANT 1/4- MAX. SEALANT
—1 SHIM SPACE 1/4" MAX. Y�l
1 r SHIM SPACE
WOOD FRAMING I METAL WOOD FRAMING APPROVED EXTERIOR
OR 2X BUCK 1 3/8' MIN. SEALANT
STRUCTURE OR
2X BUCK
' -
`
,
`
|
]
/
�
,
-
L.
2 1/2- MIN. OFSCRipnoN REM54" 04'M APPROVED
EDGE DISTANCE A REVISED RATIt4r, 08/13/15
CONCRETE/MASONRY R.L
BY OTHERS
.4 1 1/4- MIN.
OPTIONAL IX BUCK EMBEDMENT 1 1/4- MIN.
TO BE PROPERLYEMBEDMENT
SECURED
SEE NOTE 3 SHEET I L CONCRETE/MASONRY
APPROVED QUE:= BY OTHERS
SEALANT 1/4- MAX, OPTIONAL IX BUCK 1/4 MAX,
SHIM SPACE TO BE PROPERLY SHIM SPACE
SECURED
SEE-NOTE.-3-SHEET I
3/16- TAPCON 3/16- TAPCON
INTERIOR
Al
2 1/2"
EXTERIOR INTERIOR MIN.
EDGE q. 0
L DISTANCE P
F
APPROVED EXTERIOR
ER SEALANT
JAMB INSTALLATION DETAIL
CONGRETFiMASONRYINSTALLATION
APPROVED 3/16- TAPCON ti
SEALANT
1/4' MAX.
OPTIONAL 1X BUCK
SHIM SPACE NOTES:TO. BE PROPERLY I.INTERIORAND EXTERIOR F7NISHFS,BY OTHERS,
SECURED NOT SHOWN FOR CLARITY,
SEE NOTE 3 SHEET, 1 2 PERIME?)El7 AND JOWT.SEALANT BY OTHERS TO BE
DESIGNED IN ACCORDANCE Wi TH AS TM 6 i 12
CONCRETE/MASONRY 4' SIGNED' 31201$
BY OTHERS -t 1 1/4" MIN,
A. EMBEDMENT REGENCY PLUS, INC.
2000 LOCUST CAP H16HWAY
MT CARMEL. PA 17851 GENs
2: 1/2- MIN. SERIES 5405 VINYL HORIZONTAL SLIDER
O
74" X 63" - LMI
EDGE DISTANCE INSTALLATION DETAILS OF TAT�
VERTICAL CROSS SECTION
7 .1 X%,
CONCRE7E41VISONRYINSTA"770N
N.G. 08-02702, 'A
is�-LE NTS I""E 06/0111'5 1 7�"w 4 OF. 4
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