HomeMy WebLinkAboutProduct Evaluation Report; 6613 Impact Vinyl Fixed WindowProduct Evaluation Report
Rule 61G20=3 F.A.C. I Report No. 2518, Rev. 2. 1: Project No. 420=0809 10/26/20 1.Page ;1 of 3
Product Manufacturer Product Name. Model acid/or Description .
:.Regency Plus Incorporated 3000/4000.Vinyl Fixed Window
:'2000 Locust Gap, HighWay 5105: Impact Vinyl Fixed Window
Mount Carmel, PA17851 -: :5108Impact Vinyl Fixed.Window
5110 Impact Vinyl Fixed Window
6613.Impact Vinyl Fixed Window
7113.Vinyl'Fixed Window
Florida :Product Approval No.: FL11409
Code: Current Edition of the Florida Building Code includingthe.7`h Edition (2020).Florida Building'Code .
Compliance Method: Product Approval. Rule 61G20-3.005(1)(a) =Certification Mark or.Listing ,
Product Name, Model and/or Designation; Test Report No. and Installation Drawing No:
• 3000/4000 Vinyl Fixed Window::.
o Test reports:an -associated laboratory rawings by National Cbr.tifiecl Testing La oratories, Orlando, FL...
■ NCTL-210-2747-1 dated 1%7/02 to AAMA/NWWDA:101/I.S.2-97
o PTC Product Design Group Drawing No. RPLS0053, Rev. A, dated 1/22/18, signed and sealed by:Robert J.
Amoruso, P.E., FL License Number 49752
• 5105 Impact Vinyl:Fixed Window
o Test. reports and. associated.laboratory drawings by National Certified Testing Laboratories, York, PA.
NCTL-110-9699-1 dated 10/5/05, signed andsealed by Howard E.:Rupp, P.E. toTAS.201=94,.TAS 202-
94 and TAS 203-94.
o PTC Product Design Group Drawing No:,RPLS0054, Rev. A, dated 1/22/18, signed. and sealed by Robert J.
Amoruso, P.E:, FL License Number49752rm. ms
• 51081mpact:Vinyl Fixed Window sm
:
o Test reports and associated laboratory:drawings by National Certified Testing Laboratories, York, PA.
■ N.CTL-110=11363-1 dated.5/15/08, (revised 9/3%09)' signed and sealed by•H.oward E. Rupp, P.E. to TAS:
201-94,'TAS 202-94.and TAS 203-94.
o PTC Product Design Group Drawing No. RPLS0059, Rev. A, dated 1/22/18, signed and sealed by.Robert J.
4mo,ruso, PE, FL License Number 49752
5110 Impact Vinyl Fixed Window
o. 'Test! reports and associa:tedlaboratory drawings byNational Certified Testing: Laboratories,,Yprk, PA.:.
■ : NCTL-110-1474:771:dated 4/12/12, signed'and sealed by RobertH. Zeiders, P.E. to TAS 20194, TAS
202-94 an TAS 203-94.: ::
........ ..... ..
■ NCTL-110.-14747-2 dated4/12/12 to ASTM E1886-05 and ASTM E1996-02/.06/09..
o. PTC Product Design Group Drawing No. RPLS0073, Original Issue, dated:1/11/18, signed and sealed by Robert
A. Amoruso, P.E., FL License Number 49752
• 613 Impact Vinyl Fixed Window
o Test reports and.associated laboratory drawings by National.Certified Testing Laboratories, York, PA.
NCTL-110-16563-1 dated 10/15/13, signed: and sealed by Robert H. Zeiders, P.E. to TAS 201-94, TAS
202-94 and TAS 203-94.
■ NCTL-11046563-2 dated 10/15%13 to ASTM E1886: 04/05 AND ASTM E1996-02/04/06/09/012a.
■ NCTL-110-16563-3 dated 10/15/13 to AAMA/WDMA/CSA 101/i.S. 2/A440-05/09/11,
o . PTC Product Design Group Drawing No. RPLS0074, ;Original Issue, dated 1/11/18, signed and seal _by Robert
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2518, Rev. 2, 1 Project No. 420-0809 J:.10/26/20 1 Page 2 of 3
• 1113 Vinyl Fixed Window
o Test reports a n d.asso ciated laboratory drawings by National'Certi'fied Testing Laboratories, York, PA.
NCTL-110-15928-1 dated 4/12/03 to AAMA/WDMA/CSA 101/I:S. 2/A440-05/08
o PTC Product Design Group Drawing No. RPLS0075, Original Issue, dated 1/11/18, signed and sealed by Robert
J. Amoruso, P.E.,:FL License Number 49752
Engineering Analysis £t Evaluation:
• Anchorage engineering in accordance with the current edition of the Florida Building Code for3000/4000, 5108,
5108,.51101, 6613 and 7713.Vinyl Horizontal Sliding Window signed and sealed by RobertJ. Amoruso,.P.E., FL
License Number 49752.
Frame Profile Substitution per PTCProduct Design Group Comparative Analysis Report.No..2594-1, Rev. 0, signed
and sealed by: RobertJ. Amoruso, P.E. FL License Number 49752.
o ..Evaluation formed basis for NAM[Waiver.of Retest for frame profile.substitution:
Component Approvals: -Extrusion and Impact interlayer code conformance based on the following.
• Extruded rigid PVC by Energi:Fenestration Solutions USA, Inc. per current, Miami -Dade NOA to the current edition
of the. Florida Building Code..See. Miami -Dade NOA listing -here.
�P.. Kuraray America:Trosifol PVB'interlayer code conformance per current Miami -Dade NOA to the current editi,on:of::.
the Florida Building Code. See Miami -Dade NOA listing here.
• Kuraray America SentryGlas (SG) interlayer code conformance per current -Miami -Dade NOA to the current edition
of the Florida Building Code. See Miami -Dade NOA listing here.
" • Eastman Chemical: Company (MA) Saflex-PVB interlayer code conformance per current Miami -Dade NOA to the:
current edition.of the Florida Building Code. See Miami -Dade NOA listing here.
Performance Testing:
+ As listed in test report summary above.
Limitations It Con
of Use.::. .
5105, 5108, 5110 and.6613 Impact Vinyl Fixed Window
o .:These products have been evaluated for.use inside the High Velocity Hurricane Zone (HVHZ).::.
o :These products Will.not require an approved impact protective system when used in wind borne debris
regions:
:3000/4000 and 7113 Vinyl Fixed Window.
"o : These products have not been evaluated for use inside the High Velocity Hurricane Zone.(HVHZ).
o. :These products will:require an approved impact protective system wheri.used in wind borne debris
regions. -
Refer to Product Installation Instructions noted above for:
o -,Maximum allowable wind, loads at related maximum allowable size(s)
o:. Overall dimensions and material/grade of main product components, accessories, etc.
o Illustrated diagrams of the attachment of the product to substrate structure:
o Anchor type(s), size(s), substrate(s),.embedment, edge distance, and spacing/locations.
• Site Wind pressures shall be determined by a licensed professional engineer in accordance with the current edition
of the Florida Building Code (and/or ASCE 7 as referenced in the current edition'of the Florida Building Code) for
:components and cladding based on allowable stress design. '
• Site conditions not covered in this product evaluation document are subject to additional engineering analysis by a
licensed professional engineer or registered architect as required by the authority having jurisdiction:
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
AWN AV ... 321-690-1788 1. FBPE Certification_ of Authorization_ No. 25935
Product Evaluation Report
Rule.61G20=3 F.A.C. I Report No. 2518, Rev, 2 1 Project No. 420=0809 1 -10/26M 1 Page 3 of 3
Adequacy of the existing structural substrates as amain wind force resisting system capable: of withstanding. and
transferring applied product loads to the foundation is the responsibility of the licensed professional engineer or,
registered architect acting as the design professional of record for the project of installation.
S3deQ,, : Digitally signed
Certificate of Independence per Product
,o•Aejtn(�R
Approval Rule 61G20-3.009
��° �..• c pr'':;;f?O, s�i by. Robert J
PTC Product Design Group, LLC and Robert J. Amoruso;cti
I A
-No. > 9i52 ;�
P.E. does:not:have, norWill acquire,:anyfinancial
rno.ru.sQ.
interest in the company manufacturing.ordlstributing
by Evaluation
;�
\
product(s) covered this Product Report:
xl :e ,� OF ? :Date:
PTC Product:Desi n Group', LLC and Robert J. Amoruso,
ram` ' O R l� P•� ti•ti0� �` : . ' _
P.E. do not have, 'nor will acquire any financial interest
,
f�i �,��L��°�'
in: any, other entity involved: in the approval process or
c�oca��esNo�� 11.24.09 -04, 00�
testing of the product(s) covered by this Product,
. .
Evaluation Report.
t(
Evaluated By:
:Robert J. Amoruso, P.E.
FL P.E: License Number 49752
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rI L - 321-690-1788 1 FBPE Certification .of Authorization: No. 2505
... ... NOTES:... ...
REGENCY INC.
m
:PLUS, 1: THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH
REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY
SERIES 6613 IMPACT VINYL FIXED WINDOW.HURRICANE ZONE (HVHZ).
o
a'
°
2. WOOD FRAMING, 2X WOOD BUCK, METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE
4
,� ('/ E DETAILS DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE. FRAMING
Ij�TST A 1< i A �TION ANCHORAGE DETAILS
1�A71CilJ1JL�11 l:� L"Il�lill l�C�IT 17 AND CONCRETE/MASONRY OPENING IS THE RESPONSIBILITY:OF THE ARCHITECT OR'ENGINEER
�
•. OF RECORD.
U
.. .... .. .. ... ....
MAX FRAME:WIDTH 96" . 3. 1 X BUCK OVER CONCRETE/MASONRY IS OPTIONAL, WHERE 1X BUCKS ARE USED,'
a
- INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO
2„ MAX
°
III CONCRETE/MASONRY SUBSTRATE, WHERE 1 X BUCK IS NOT USED, INSTALLATION ANCHORS
4" MAX 4" MAX
C. - � .WILL PASS THROUGH WINDOW FRAME INTO CONCRETEIMASONRY SUBSTRATE DISSIMILAR
MATERIALS MUST BE SEPARATED.WITH APPROVED COATING OR MEMBRANE. SELECTION OF..
1 COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF
a
4" MAX
MAX O.C.
T
4" MAX:
RECORD. .... .... .. ..
4. - THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING BY NATIONAL
CERTIFIED TESTING LABORATORIES, YORK, PA AND SIGNED AND SEALED BY ROBERT H.
ZEIDERS; P.E o az
4.1. NCTL-110-16563-1 DATED 10/15/13 TO TAS 201. TAS 202 AND TAS 203. 8 O
' 4.2. NCTL-110-16563-2 DATED 10/15113 TO ASTM E188604/05 AND ASTM E1996-02l04/06/09/012a.
4.3. NCTL-110-16563-3 DATED 10/15/13 TO AAMAIWDMAlCSA 101A.S. 2/A440-05l08/11.
5. MATERIAL'. - - -
48" 5.1. FRAME: EXTRUDED RIGID PVC. -
_ _
sy
0 H
Z O
W
g
uix
Q.
MAX '.
U
n
Z0Z
X Q
6. GLAZING:
FRAME 6.1. GLAZING DETAIL AS TESTED: 7/8"NOMINAL O.A. IGU COMPRISED OF FROM EXTERIOR TO
Z 0
Vj 2 C
iE iE Z
6
m
Fm
i
HEIGHT INTERIOR - LAM] LITE OF 1/8" ANNEALED GLASS x 0.090" KURARAY AMERICA SENTRYGLAS-
7 D_ IL
} tr
Z
. . • : (SG) INTEF2LAYERx 1/8" ANNEALED GLASS, DESICCANT STEEL SPACER, 5/32" TEMPERED ,
aJ.
> O
o
R
SACRIFICIAL LITE. INTERIOGLAZED WITH SIKA SIKAFLEX 552 BACK -BEDDING (OR
} F. w
F U
- 'EQUIVALENT) AND A SNAP -IN TWO (2) LEAF DUAL DUROMETER RIGID VINYL GLAZING BEAD
U to K
w
U Z
a
AND 9/16' GLASS BITE
U 0
6.2. AS TESTED GLA71NG MEETS ASTM E1300-09a FOR THE DESIGN CONDITIONS SHOWN IN
07.0
Jo
� Z
O
.. THIS PRODUCT APPROVAL DOCUMENT.
�
6.3. ALTERNATE GLAZING MEETING THE REQUIREMENTS OF AAMADMAlCSA'101(I.S.2/A440
AN
coto
4
' SHALL BS ALLOWED PERASTM E1300.
:: 6.4, SETTING BLOCKS IF USED'AND/OR WHERE REQUIRED BY THE CURRENT EDITION OF THE
W W
FLORIDA BUILDING CODE SHALL BE NEOPRENE WITH A 70TO 90 SHORE A.DUROMETER.
W
�.
GLAZING BEADS (GASKETS) SHALL MEET THE CURRENT EDITION OF THE FLORIDA U >
ELEVATION ' . BUILDING CODE AS REQUIRED:
_ EXTERIOR VIEW .. 7. APPROVED IMPACT PROTECTIVE'SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND
NOTES: I - BORNE DEBRIS REGIONS.
.: 1.:: MAXIMUM D.L.O.: 90-5/8" X 42-3/4" ..... ... .
8. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR -WITH LOAD BEARING SHIM. SHIM WHERE
SPACE OF 1116" ORGREATER OCCURS, MAXIMUM ALLOWABLE SHIM STACK 70 BE 1/4". � � Robert J. Amoroso, P.E.
Florida P.E. No, 49752
TABLE OF CONTENT
SHEET
DESCRIPTION,
1 _
ELEVATION, ANCHORING AND NOTES
2
INSTALLATION DETAILS,
9. FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT
.. ..: .. .. .. ..: LENGTH TO.ACHIEVE A 1 1/2" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 1/8" MINIMUM
EDGE DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH 2' MINIMUM EDGE
DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. . .
- ANCHOR LOCATIONS HAVE+/- l" TOLERANCE.
10. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE #10 PAN HEAD WOOD SCREWS WITH
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8" MINIMUM EMBEDMENT INTO SUBSTRATE WITH 314"
MINIMUM EDGE DISTANCE LO
DESIGN PRESSURE RATING (PSF)
IMPACT RATING
-
CATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION
DETAILS. ANCHOR LOCATIONS HAVE +/_ l' TOLERANCE.'
11. -
FOR ANCHORING -INTO METAL STRUCTURE USE #10 PAN OR HEX HEAD SMS'OR SELF DRILLING
-
MISSILE IMPACT
_
_
SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE
INTERIOR WALL WITH 314" MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN
HVHZ AND WIND ZONE 4, MISSILE LEVEL D
ELEVATIONS AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- l' TOLERANCE.
.. ..: -.
.. .. ..12.
ALL FASTENERS TO BE CORROSION RESISTANT.. ... .. .. ...
- . . . . 13.
INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
_
•
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN
-
-
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW:
-
13.1.
WOOD -MINIMUM SPECIFIC GRAVITY (G) OF 0.42 (NON-HVHZ) AND 0.55 (HVHZ)
p7C Product Design Group, LLG
-
- -
13.2.
. CONCRETE - MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI
PO Box 520775
Long—.d, FL 32752-0775
.' 13.3.
MASONRY- STRENGTH CONFORMANCE TO ASTM C-90, MEDIUM WEIGHT WITH DENSITY>
321-690-17881nfo@plt rp.com
117 PCF
FBPE GertBkate of Aotnodratidn
• q
13.4.
METAL STRUCTURE: STEEL 18GA (0:0428"), 33KSI OR ALUMINUM 6063. T5 0.048" THICK
No. 25935 '
'
+55.0%55.0
LARGE -AND SMALL
-INSTALLATION: ANCHOR. WOOD INSTALLATION NOTES:
SCREW SHOWN. 'SEE NOTE 5 a
THIS SHEETFOR ANCHOR
" APPROVED INSTALLATION SUBSTRATES INCLUDE THE FOLLOWING: ' �
.. TYPE .REQUIRED. .. .1.1. WOOD FRAMING .q .
MIN. EDGE DISTANCE. SEE - 1.2.: STEEL STUD FRAMING AND - NOTE 5 THIS SHEET. -
1.3, CONCRETE ANDIOR MASONRY
MIN. i
. • EMBEDMENT, SEE 2.' :SUBSTRATE OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO..
NOTE 5 THIS SHEEP. - _STRUCTURE. FRAMING AND CONCRETE/MASONRY OPENING IS.THE RESPONSIBILITY OF THE ARCHITECT - _ .O _
INSTALLATION - _ - _ ',.. _ - _. - �-`'ORENGINEER'OF-RECORD:'. - - - -.. _ "" " -- 'a -
SUBSTRATE BY
OTHERS. SEE 3- 1X BUCK OVER CONCRETE/MASONRY IS OPTIONAL WHERE 1X BUCK IS NOT USED, DISSIMILAR _
NOTES 1 3 - MATERIALS MUST BE SEPARATED WITH APPROVED COATING.OR MEMBRANE.. SELECTION. OF COATING OR ?
THIS SHEET. - MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. q- B
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM. SHIM WHERE SPACE OF
.. 1 /4" MAX.:: .. � - � 1116' ORGREATER OCCURS. MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4 ,Q
SHIM SPACE m
PERIMETER SEAL nQ� - 5. SUBSTRATE ANCHORING METHODS: z o LL
BY OTHERS. 5.1.: FOR ANCHORING INTO CONCRETE/MASONRY USE 3/16" HEX HEAD TAPCONS WITH SUFFICIENT - � 6 a O
..... .....0 ... .. .. .. ..
_ LENGTH TO ACHIEVE A 1 112" MINIMUM EMBEDMENT INTO CONCRETE WITH 1 118"MINIMUM EDGE o
DISTANCE AND 1" MINIMUM EMBEDMENT INTO MASONRY WITH. 2° MINIMUM EDGE DISTANCE. LOCATE. UO * I.
- _ ANCHORS AS SHOWN IN ELEVATIONS ANDINSTALLATION DETAILS ANCHOR LOCATIONS HAVE+/- 1" Z
TOLERANCE.
5.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCKUSE #10 PAN HEAD WOOD SCREWS WITH C7 = m X d
SUFFICIENT LENGTH TO ACHIEVE A 1 3/8° MINIMUM EMBEDMENT INTO SUBSTRATE WITH 3/4". MINIMUM = L7 F¢- _ ¢ F
.. .. ..: .. ... .. ... —
- EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS. y x � ¢ w > �
ANCHOR LOCATIONS HAVE +/- 1" TOLERANCE. az
Z
} wz
�¢ ... .. .. aL9W >O o
5.3. FOR ANCHORING INTO METAL STRUUCTURE USE #IQ PAN OR HEX HEAD ISMS OR SELF DRILLING F H
Q
- - - SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND STRUCTURE Z ¢
INTERIOR WALL WITH 3/4° MINIMUM EDGE DISTANCE. LOCATE ANCHORS AS SHOWN IN ELEVATIONS 00 V ¢
AND INSTALLATION DETAILS. ANCHOR LOCATIONS HAVE+/- 1"TOLERANCE. W . F: —v j
I�
EIGHT EXTERIOR INTERIOR
H6. 'INTERIOR AND EXTERIOR FINISHES BY OTHERS. NOT SHOWN FOR CLARITY. N��Z
of
ASTM ETER JOINTS OTHERS DESIGNE SPECIE ACCORDANCE — 8 7.' PERIMETER AND SEALANT BY TO BE DESIGNEDAND/OR SPECIFIED IN AC NCE WITH g 1
MIN. EMBEDMENT,
SEE NOTE:5 THIS
SHEET. MAX.'
INSTALLATION ANCHOR: 'WOOD SHIM SPA
CE:
SCREW SHOWN SEEN E. . - - - R NOTE 5 RobertJ Amoroso P E
THIS SHEET FOR ANCHOR TYPE Flodda P.E. No. 49752
REQUIRED.
a�
Q�
1/4„ MAX. a
Q❑ . SHIM. SPACE MIN: EDGEDISTANCE. SEE L�1 INTERIOR
PERIMETER SEAL NOTE 5 THIS
BY OTHERS �� C� SHEET'
INSTALLATION N .
O
SUBSTRATE. BY EMBEDMENT," SEE
OTHERS. SEE NOTE 5 THIS SHEET. INSTALLATION' SUBSTRATE
NOTES 1 TO 3 BY OTHERS. SEE NOTES 1 PERIMETER SEAL--,
THIS SHEET. TO 3 THIS SHEET. BY OTHERS EXTERIOR .
MIN. EDGE DISTANCE. SEE INSTALLATION ANCHOR. WOOD WINDOW WIDTH
NOTE 5 THIS SHEET. SCREW SHOWN..SEE:NOTE 5 ..:".. "
THIS SHEET FOR ANCHOR TYPE
VERTICAL CROSS SECTION REQUIRED. HORIZONTAL (JAMB) CROSS SECTION
j.FBPEC-.r1ffit..fAUth.d.tl
APPROVEDProduct Design Group, LLC
"WOOD FRAMING, 2X WOOD BUCK, WOOD. FRAMING, 2X WOOD BUCK, Box 52O775
CONCRETE/MASONRY OR METAL FRAMEd, FL 32752-0775
CONCRETE/MASONRY, OR METAL FRAME 8 info@ptocorp.com
APPROVED
Nb. 25935