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Florida
!r� Product Approval NOV 12 2021
r .USER:Public User 0� Z- Ij He copy
9#,Lucie County IV
Permitting
Product Approval Menu>Application Detail
FL# [Z]
Application Type QVIE1NED FOR
Code Version - CODE COMPLIANCE
Application Status 1�
*Approved by DBPR. Appr&1� YL0G1lEeGe GUNTt led by
the POC and/or the Commission if necessary
(WBOCC
Comments
Archived ❑
Product Manufacturer Shwinco Architectural Products, LLC
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334) 556-1000
Authorized Signature Keith Schneider
engineering@shwinco.com
Technical Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
engineering@shwinco.com
Quality Assurance Representative Josh Lowe
Address/Phone/Email 171 Jet Services Way
Dothan, AL 36303
(334) 556-1000
engineering@shwinco.com
Category Windows
Subcategory Casement
Compliance Method Certification Mark or Listing
Certification Agency National Accreditation&Management Institute
Validated By National Accreditation&Management Institute
Referenced Standard and Year(of Standard) Standard Year
AAMA/WDMA/CSA 101/I.S.2/A440 2011
AAMA/WDMA/CSA 101/I.S.2/A440 2017
ASTM E1886 13a
ASTM E1996 2017
TAS 201 1994
TAS 202 1994
TAS 203 1994
hops:rrwww.iloridabuilding.or 'pr:pr_app_dtl.aspx?param=wGEF1Q%iDgGe]SA1nEOWxlmvHvNoo-fdgbLUBbcn°b°IFx1-3MLnl'OiWig*.d?.3d(11?;i2021 6:25:32 PA•1]
L
Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
_FL15757 R8 Equiv EERNo2598 Rev2 6500-9500 Casement ss.pdf
Product Approval Method Method 1 Option A
Date Submitted 07/14/2021
Date Validated 07/22/2021
Date Pending FBC Approval
Date Approved 07/22/2021
_... - _.,__.- _._.. ..... ... .... . _. a .,-.__ . ....__....._.._._. ._. . -.. . ..-...... ._... .._.._- ,_ ._ ._ -
FL
r u.
L #— Model, Number or Name Description
15757.1 9500 Series 9500 Series Vinyl Casement Window- LMI
l Limits of Use Certification Agency Certificate
l Approved for use in HVHZ: Yes _FL15757 R8 C CAC FL15757 R6 C CAC NIO14435-Rl.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
l Impact Resistant:Yes 02/28/2023 I
f Design Pressure: +7O/-70 Installation Instructions
Other: FL15757 R8 II SHW0002 RevA 9500 Casement ss.pdf
Verified By: Robert]. Amoruso, P.E. FL PE No. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL15757 R8 AE PERNo2598 Rev2 6500-
9500 Casement ss.pdf
Created by Independent Third Party: Yes l
15757 2 l Security Series 6500 Security Series 6500 Vinyl Casement Window T A
Limits of Use _ Certification Agency Certificate
Approved for use in HVHZ: No FL15757 R8 C CAC NI015272 (1) odf
Approved for use outside HVHZ,Yes i Quality Assurance Contract Expiration Date
Impact Resistant: No 102/28/2023
Design Pressure:`+i70/-70 Installation Instructions
Other: FL15757 R8 II SHWQ005 RevO 6500 Sequritycaserngnt ss.pdf
Verified By: Robert J. Amoruso FL PE No.49752
Created by Independent Third Party: Yes
l Evaluation Reports
FL15757 R8 AE PERNo2598 Rev2 6500
19500 Casement ss.pdf
Created by Independent Third Party:Yes
Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Coovrioht 2007-2013 State of Florida. •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.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:
Few,_heck
'Credit Card
Safe
bttps::;www.floridabuilding.or pr:pr_app_dtl.aspx?param=-wGE','SQwtDgt3elSAItiEO%V.xlnvllvN°b2fdgbLUBbcn°b^_fF%17.iMLZ',i'OiWig°wdoo3dlil'_:20216:_S: 2PA,ij
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATIGN NO: NI014435-RI
"? DATE: 06/04/2019
Q- ► I' CERTIFICATION PROGRAM: Structural
COMPANY: Shwi:nco
CODE: 1972-1
x �r, AoG, REVISION DATE: 01/18/2021
To verify that the`'Notice of Product Certification"is valid,please visit www.NAMICertification.com to assure that the
product is active and currently listed.This certification represents product conformity to the applicable specification and
that certification criteria has been satisfied. A NAN41 approved certification label must be applied to the product to claim
certification status. Please review and advise NAN if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Shwinco Architectural Products,LLC Series "9500"
171 Jet Services Way Vinyl Casement Window
Dothan, AL 36303 Configuration:X
Glazing:IG-1/8"Annealed Glass,''1(8"Annealed
Glass/0.090"Eastman Chemical Saflex Interlayen,"I/8"
Annealed Glass
Franne: W-940mmn(37) H-1930nun(76")
Vent: W-849111m(33.44") H-1865mni(73.44")
DLO: W-718mm(28.25") H-1708nun(67.25")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101/I.S.2/A440-17 Class LC-PG70 940 x 1930 (37 176)-C
AAMA/WDMA/CSA 101/I.S.2/A440-11 Design Pressure: ±3352 Pa (70 psf)
ASTM E1886-05/13a !Water Penetration Resistance"Pest Pressure:510 Pa(10.68 pst)
ASTM E1996-05/09/17 Wind Zone 4-Missile Level D
TAS 201/202/203-94 Large Missile Impact Rated
Product Tested By: Intertek, PLC
Report No: NCTL 210-4199-3/I\TCTL 210-4199-3A/J3468.01-550-18
Expiration Date: February 28,2023
Administrator's Signature:
NATIONAL, ACC RE DITATIGN AND
MANAGEMENT INSTITUTE, INC.
j 4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fag: (804)684-5122
i;
ii
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2598, Rev. 2 1 Project No. 421-0601 1 7/8/2021 1 Page 1 of 2
Product Manufacturer Product Name, Model and/or Description
Shwinco Architectural Products,LLC Series 9500 Vinyl Casement Window—LMI
171 Jet Services Way 6500 Security Series Vinyl Casement Window
Dothan,AL 36303
Code: Current Edition of the Florida Building Code including the 7th Edition (2020)Florida Building Code
Compliance Method: Product Approval Rule 61G20-3.005(l)(a)—Certification Mark or Listing
Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.:
• Series 9500 Vinyl Casement Window
o Test Report No.J3468.01-550-18 by Intertek, Lithia Springs, GA,signed and sealed by Vinu J.Abraham,
Florida P.E.to AAMA/WDMA/CSA 101/I.S.2/A440-17&11 with ASTM E1886/E1996 and TAS 201-94,TAS-
202-94 and TAS 203-94
o Test Report No. NCTL-210-4199-3 by NCTL,Orlando, FL,signed and sealed by Douglas J. McDougall,
Florida P.E.to TAS 201-94,TAS-202-94 and TAS 203-94.
o Test Report No. NCTL-210-4199-3A by NCTL, Orlando, FL,to AAMA/WDMA/CSA 101/I.S.2/A440-17&11
and ASTM E1886-05/ASTM E1996-05/09.
o PTC Product Design Group Drawing No.SHW0002, Rev.A,dated 7/6/21,signed and sealed by Robert J.
Amoruso, P.E., FL License Number 49752
• 6500 Security Series Vinyl Casement Window
o Test Report No. NCTL-210-4214-2 by NCTL for ASTM E2395-18 and ASTM F588-07.
o Test Report No.NCTL-210-4199-3A by NCTL for AAMA/WDMA/CSA 101/I.S.2/A440-11&17.
o Test Report No.13468.01-550-18 by Intertek, Lithia Springs,GA,for AAMA/WDMA/CSA 101/I.S.2/A440-11
&17
o PTC Product Design Group Drawing No.SHW0005, First Issue,dated 7/6/21,signed and sealed by Robert
J.Amoruso, P.E., FL License Number 49752
Component Approvals:
• Frame:Extruded Rigid PVC by Vision Extrusions Limited per Miami-Dade Noa No. 18-1108.10 or 18-1108.11 or
current/later NOA.
• Laminate Glass Interlayer:Saflex Interlayer by Eastman Chemical Co.(MA). Per Miami-Dade Noa No.21-0216.01 or
current/later NOA.
Engineering Analysis It Evaluation:
• Anchorage engineering(Report No.2598-Calc)in accordance with the current edition of the Florida Building Code
for Series 9500 and 6500 Vinyl Casement Window signed and sealed by Robert J.Amoruso, P.E., FL License Number
49752.
Performance Standards (used in testing):
• TAS201-94
• TAS202-94
• TAS203-94
• AAMA/WDMA/CSA 101/I.S.2/A440-11&17
• ASTM E1886-05
• ASTM E1996-05/09
• ASTM E2395 and ASTM F588 are not referenced in the FBC or FRC.
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2598, Rev. 2 1 Project No. 421-0601 1 7/8/2021 1 Page 2 of 2
Limitations Et Conditions of Use:
• The followingproduct has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
p g Y ( )
o Series 9500 Vinyl Casement Window
• The following product will not require an approved impact protective system when used in wind borne debris
regions including the HVHZ.
o Series 9500 Vinyl Casement Window
• The following product has NOT been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
o 6500 Security Series Vinyl Casement Window
• The following product WILL require an approved impact protective system when used in wind borne debris
regions.
o 6500 Security Series Vinyl Casement Window
• 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.
• Adequacy of the existing structural substrates as a main 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.
Certificate of Independence per Product
Approval Rule 61 G20-3.009
PTC Product Design Group, LLC and Robert J.Amoruso,
P.E.does not have, nor will acquire,any financial
interest in the company manufacturing or distributing
product(s)covered by this Product Evaluation Report.
PTC Product Design Group, LLC and Robert J.Amoruso,
P.E.do not have, nor will acquire any financial interest
in any other entity involved in the approval process or
testing of the product(s)covered by this Product
Evaluation Report.
Evaluated By:
Robert J.Amoruso,P.E.
FL P.E. License Number 49752
PTC Product Design Group, LLC PO Box 520775 Longwood, FL 32752-0775
r/L 321-690-1788 1 FBPE Certification of Authorization No. 25935
I
SHWINCO ARCHITECTURAL PRODUCTS
SERIES 9500 VINYL CASEMENT WINDOW
4
N
INSTALLATION ANCHORAGE DETAILS Oom
NOTES:
O mw R
1. THE PRODUCT SHOWN HEREIN IS DESIGNED AND MANUFACTURED TO COMPLY WITH REQUIREMENTS OF THE CURRENT FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE w Xn
w O
2, 2X WOOD FRAMING,1X OR 2X WOOD BUCK,METAL FRAMING AND CONCRETE/MASONRY OPENING TO BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO STRUCTURE.FRAMING AND CONCRETE/MASONRY OPENING IS 0
THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
3. 1X BUCK OVER CONCRETEIMASONRY IS OPTIONAL.WHEN 1X BUCK IS USED,INSTALLATION ANCHORS WILL PASS THROUGH WINDOW FRAME AND 1X BUCK INTO CONCRETE/MASONRY SUBSTRATE,WHEN USED,1X BUCKS SHALL BE
DESIGNED AND ANCHORED TO PROPERLY TO TRANSFER ALL LOADS TO STRUCTURE AND IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.DISSIMILAR MATERIALS MUST BE SEPARATED WITH APPROVED COATING
OR MEMBRANE.SELECTION OF COATING OR MEMBRANE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER,OF RECORD.
co
LL
4. THE PRODUCT SHOWN HEREIN HAS BEEN TESTED TO THE FOLLOWING. 0 0
4.1. TEST REPORT NO.J3468.01-550-18 BY INTERTEK LITHIA SPRINGS,GA,SIGNED AND SEALED BY VINU J.ABRAHAM,FLORIDA P.E.TO AAMAIWDMAICSA 101/I.S.2/A440-17&11 WITH ASTM E18861EI996 AND TAS 201.94,TAS-202.94 AND TAS k'
203-94 TESTING FOR GATEWAY SIZES.
4.2. TEST REPORT NO.NCTL-210-4199-3 BY NCTL,ORLANDO,FL,SIGNED AND SEALED BY DOUGLAS J.MCDOUGALL,FLORIDA P.E.TO TAS 201-94,TAS-202-94 AND TAS 203-94,
4.3. TEST REPORT NO,NCTL-2104199-3A BY NCTL,ORLANDO,FL,TO AAMA/WDMA/CSA 101/I.S.2/A440-17&11 AND ASTM E1886-05/ASTM E1996.05/09. d Op g
5. MATERIAL: d
5.1. FRAME:EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED PER MIAMI-DADE NOA NO.18-1108.10 OR 18-1108.11 OR CURRENT/LATER NOA. 0 y z
5.2. REINFORCEMENT: O G m w
5.2.1. PART NO.T-13186,LOCATED-FRAME,ALL MEMBERS UNDER HINGE TRACK ALUMINUM a m w 4
5.2.2. PART NO,T-13187,LOCATED-FRAME,ALL MEMBERS UNDER.OPERATOR ALUMINUM Q w m 4 w z Z
5.2.3. PART NO,T-13185,LOCATED-VENT,ALL MEMBERS IN HOLLOW ALUMINUM => U Lu 5
5.2,4, PART NO.T-53184,LOCATED-VENT,ALL MEMBERS IN HOLLOW ALUMINUM G w Z Z
5.3. LAMINATE GLASS INTERLAYER:SAFLEX INTERLAYER BY EASTMAN CHEMICAL CO.(MA).PER MIAMI-DADE NOA NO.21-0216.01 OR CURRENT/LATER NOA.
—I—2 >
w p
6. GLAZING: ,:i 0
6.1. GLAZING DETAIL AS TESTED:SEE GLAZING DETAIL 1 ON SHEET 3. Q M
6.2. ALL SETTING BLOCKS AND GASKET MATERIALS(IF APPLICABLE)SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.SETTING BLOCKS SHALL BE NEOPRENE LNTH A 70 TO 90 SHORE A O w
DUROMETER.GASKET MATERIALS SHALL BE EDPM WITH A MINIMUM 60 SHORE A DUROMETER. v S
6.3. GLAZING SHALL COMPLY WITH SAFETY GLAZING REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE, z—y} w
6.4. INSTALLATIONS HIGHER THAN 30'ABOVE GRADE SHALL BE SAFETY GLAZED USING TEMPERED GLASS OF THE SAME THICKNESS FOR THE SACRIFICIAL LITE OF THE INSULATING LAMINATED GLAZING SHOWN IN GLAZING DETAIL 1 ON =
SHEET 3.
6.5. AS TESTED GLAZING MEETS ASTM El300-12AE1 FOR THE DESIGN CONDITIONS SHOWN IN THIS PRODUCT APPROVAL DOCUMENT. I
7. APPROVED IMPACT PROTECTIVE SYSTEM IS NOT REQUIRED FOR THIS PRODUCT IN WIND BORNE DEBRIS REGIONS INCLUDING THE HVHZ.
B. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM.SHIM WHERE SPACE OF 1/16"OR GREATER OCCURS,MAXIMUM ALLOWABLE SHIM STACK TO BE 1/4".
9. SUBSTRATE ANCHORING METHODS: Robxt J.Amoroso,P.E.
9.1. FOR ANCHORING INTO CONCRETEIMASONRY USE 3116"HEX HEAD(RECOMMENDED)OR 3/16"FLAT HEAD(ALLOWED)TAPCONS WTH SUFFICIENT LENGTH TO ACHIEVE A 1-1/2"MINIMUM EMBEDMENT INTO CONCRETE WITH 1-1/8" Flonda P.E.No.49752
MINIMUM EDGE DISTANCE AND 1"MINIMUM EMBEDMENT INTO MASONRY WITH 2"MINIMUM EDGE DISTANCE.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.&1/4"MINIMUM SPACING BETWEEN ADJACENT
ANCHORS REQUIRED.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
9.2. FOR ANCHORING INTO WOOD FRAMING OR 2X BUCK USE#10 PAN HEAD(RECOMMENDED)OR#10 FLAT HEAD(ALLOWED)WOOD SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE A 1-1/4"MINIMUM EMBEDMENT INTO SUBSTRATE WITH
3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS HAVE+/-1"TOLERANCE.
9.3. FOR ANCHORING INTO METAL STRUCTURE USE#10 PAN OR HEX HEAD(RECOMMENDED)OR#10 FLAT HEAD(ALLOWED)SMS OR SELF DRILLING SCREWS WITH SUFFICIENT LENGTH TO ACHIEVE 3 THREADS MINIMUM BEYOND
STRUCTURE INTERIOR WALL WITH 3/4"MINIMUM EDGE DISTANCE AND MINIMUM ANCHOR-TO-ANCHOR SPACING OF 2"ON CENTER.LOCATE ANCHORS AS SHOWN IN ELEVATIONS AND INSTALLATION DETAILS.ANCHOR LOCATIONS
HAVE+/_1'*TOLERANCE.
10. ALL FASTENERS TO BE CORROSION RESISTANT OR HAVE A CORROSION RESISTANT COATING
11. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT TABLE OF CONTENTS
BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED BELOW: SHEET DESCRIPTION
11.1. WOOD-MINIMUM SPECIFIC GRAVITY OF(G)0.42(NON-HVHZ)AND 0.55(HVHZ)
11.2. CONCRETE-MINIMUM COMPRESSIVE STRENGTH OF 2600 PSI 1 NOTES
11.3. MASONRY-STRENGTH CONFORMANCE TO ASTM C-90,MEDIUM WEIGHT WITH DENSITY>117 PCF —
11.4. METAL SUBSTRATE: 2 ELEVATION&ANCHOR LOCATION
13A.1. STEEL 18GA(0,0428'),Fy=33KSI/Fu=45 KSI.STEEL SUBSTRATE TO MEET MINIMUM FBC HVHZ CODE REQUIREMENTS. VERTICAL INSTALLATION DETAILS&GLAZING
13.4.2. ALUMINUM 6063-T5 0.048"THICK MINIMUM 3
DETAIL
14. INTERIOR AND EXTERIOR FINISHES BY OTHERS.NOT SHOWN FOR CLARITY. 4 HORIZONTAL INSTALLATION DETAILS
PTC Product Dosign Gioup,U_C
76
15, PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED AND/OR SPECIFIED IN ACCORDANCE WITH ASTM E2112,FMAIAAMA 100-12,OTHER INDUSTRY 5 ALTERNATE FRAME INSTALLATION DETAILS Po Box 32752
ACCEPTED STANDARDS AND/OR AS RECOMMENDED BY THE MANUFACTURER.PERIMETER AND JOINT SEALANT METHODS SHOWN IN THIS DOCUMENT ARE FOR Longwood,FL 32pt2 or75
321.E Cwti D infc@pt�orp.com
't.cnrµcom
ILLUSTRATION ONLY AND ARE NOT PART OF THIS PRODUCT APPROVAL DOCUMENT. 6 BILL OR MATERIALS '. FEPE Certificate of AuthodzaYon
No.25935
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D.L.O.WIDTH
SERIES 9500 VINYL CASEMENT WINDOW 34-7/16"MAX. SASH WIDTH
EXTERIOR,VIEW-ANCHORAGE
37"MAX.FRAME WIDTH
ANCHOR SCHEDULE
LOCATION QUANTITY O.C.SPACING DESIGN PRESS I.UP,E RATING(PSF) IMPACT RATING
(SEE NOTE 1 BELOW) (SEE NOTE 1 BELOW)
HEAD 5 8"MAX. LARGE MISSILE
+70.0/-70.0 IMPACT
SILL NONE N/A MISSILE LEVEL D
JAMBS 10 8"MAX. WIND ZONE4
NOTE 1:WINDOWS SMALLER THAN THE AS-TESTED 37"X 76"SIZE ARE
ALLOWED TO HAVE LESS ANCHOR QUANTITIES AS LONG AS THE 3"
MAX.EDGE DISTANCE AND 8"MAX.O.C.SPACING IS MAINTAINED.
PTC Pradecc Do>igo G—p,LLc
NOTE 2:WINDOW TESTED WITHOUT ANCHORS IN THE SILL. PO Box 520775
LonOvmotl,FL.32752-0775
321-890-1788 info/mpt_orp.00
FBPE Certitmate of AuthorizzUo"
No.25935
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SUBSTRATE BY (ALL OTHER SECTIONS TYPICAL)
NOTE OTHERS.2, 3 &
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EQUAL LEG FRAME EXTERIOR:GLAZING BEAD(PART NO.2364)AND
VERTICAL CROSS SECTION A-A TREMCO S700 SILICONE(OR EQUIVALENT).
WOOD FRAMING, 2X WOOD BUCK, INTERIOR:TREMCO S700 SILICONE(OR EQUIVALENT).
CONCRETE/MASONRY OR METAL FRAME 1/2"GLASS BITE. PTC Product Design Group,LLC
APPROVED PO Box 520775
Longwood,FL 32752-0775
321-690-1700 info@ptocorp.com
FBPE Certificate of Authorizotion
No.25935
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ANCHOR TYPE REQUIRED. �0❑ S J N
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BY OTHERS. SEE NOTES 2, \—PERIMETER SEAL BY OTHERS J
3 AND 1 1, SHEET 1. (SEE NOTE 15, SHEET 1) Fled'E,No 495
--WINDOW WIDTH
SEE SHEET 5 FOR EQUAL LEG FRAME
FLUSH/FLANGE FRAME AND FIN HORIZONTAL (JAMB) CROSS SECTION B—B
FRAME INSTALLATION DETAIL WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY
OR METAL FRAME APPROVED
PTC Product Design Group,LLC
PO l8o 520775
Longo d.FL 32752-0775
321-09D-1798 infatlpturrp.
FBPE Ceiffcato of Authorization
No.25935
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U OF m �
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1/4" MIN. as wfr N
EDGE DISTANCE w o
INSTALLATION SUBSTRATE 1/4" MAX.
FLUSH/FLANGE FRAME AND FIN BY OTHERS. SEE NOTES � SHIM a
FRAME JAMB INSTALLATION DETAIL 2, 3 AND 11, SHEET 1.
SHOWN. SAME FOR HEAD (WITH SEALANT BETWEEN FIN AND
ANCHOR) AND SILL (WITHOUT SUBSTRATE BY OTHERS 0 0
ANCHOR) (SEE NOTE 15, SHEET 1) n{ "
OC7❑ - S W
MIN. EMBEDMENT, w ?0 S
a —_--i _-- - 1/4" MAX. 1-1 4" MIN. 1C a �o
SEE NOTE. / _ > z_
SHIM SPACE a wr
SHEET 1. INTERIOR EMBEDMENT a o H 4 vi
f 0 N w J m H a
INSTALLATION ANCHOR. WOOD SCREW
SHOWN. SEE NOTE 9, SHEET 1 FOR-� ___ — �» �� g 2G
ANCHOR TYPE REQUIRED. }-
��Q _ FLASHING TAPE OVER FIN `L t-a z z 5�
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(SEE NOTE 15, SHEET 1 a o� A
-� EXTERIOR FINISH COW '
BY OTHERS LU m
MIN. EDGE z ww
o PERIMETER SEAL 's U)w 3
DISTANCE. SEE �Fvo z J g
NOTE 9, SHEET 1. flBY OTHERS (SEE ^ a g
NOTE 15, SHEET 1) —WIh1D0'JJ WIDTH----
EXTERIOR
/ FIN FRAME
INSTALLATION SUBSTRATE-1 HORIZONTAL (JAMB) CROSS SECTION B—B Fbad J.E,No. 9752
Rnnda F,E,No,a9752
BY OTHERS. SEE NOTES 2, SAME FOR HEAD WITH ANCHOR) AND SILL WITHOUT ANCHOR)
3 AND 11, SHEET 1. WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED
—WINDOW WIDTH---
BY SEAL
BY OTHERS (SEE
NOTE 15, SHEET 1)
FLUSH/FLANGE FRAME
HORIZONTAL (JAMB) CROSS SECTION B=B
SAME FOR HEAD (WITH ANCHOR AND SILL (WITHOUT ANCHOR)
WOOD FRAMING, 2X WOOD BUCK, CONCRETE/MASONRY OR METAL FRAME APPROVED
PTC Product Design Group,LLC
PC Box 520775
Lolgmod,FL 32752-0775
321.690-1790 infa(dptcarp.c ,
FBPE Co,bticate of Author¢ation
No.25935
a,
SERIES 9500 CASEMENT K
Bill of Material s
Item No. Part ID QTY Description/Part No. Vendor Vendor Part No. Item No. Part ID QTY Description/Part No. Vendor Vendor Part No.
N
Vinyl LockSys rn hit-Rod q 0 m
1 CsmlAwnFmCW 4 Main Frame,Cream White Vision 5895 Multi- oint system Id-Rad U �?
2 CsmtAwnFmALM 4 Main Frame Almond Vision 5895 36 LkHdICW 1 Evolution multi point lockin handle euro white 152 Ind-Rad PO-3000-152 o w
3 CsmtAwnFmSS 4 Main Frame,Sand Slone Vision 5895 37 LkHdlALM 1 Evolution multioint lockin handle Almond191 Ind-Rad PO-3000-191 a vox
4 CsmfAwnSashCW 4 Main Sash,Cream white Vision 5896 38 LkHdISS 1 Evolution multi olnt locking handle Sand Stone 114 Ind-Rad PO-3000-114 0
5 CsmtAwnSashALM 4 Main Sash Almond Vision 5896 39 LkHdlBkerPlt 1 Lock Handle backer late hit-Rad PO-BP-2401-DOSS 0
6 CsmtAwnSashSS 4 Main Sash,Send Stone Vision 5896 40 TieBar de s req 0.600 Wraparound multi oint tie bar guide-cut off 0.110 Ind-Rad TGW-600-110
7 Gla7BCW 4 Glazin Bead Cream White Vision 2364 41 TieBarRm s1 Tie bar ram for 1300 tie bar series Ind-Rad FM-13000 ¢
8 GlazBALM 4 GlazingBead Almond Vision 2364 42 Keeper s req 304 Stainless steel interlockingroller keeper Ind-Rad GA-ILF-006-SS
9 GlazBSS 4 Gazing Bead,Sand Stone �/ision 2364 43 TieBar14.9" a 1 SIS Interlocking roller tie bar,14.9'-2 cam;Wh of 24"-29" Ind-Rad FM-13101-ILSS
44 'TieBarT2.9" 1 SIS lntedocldn roller tie bar,229"-2 caret Wh of 29.1"-3T' ind-Rad FM-13120-ILSS ro
N w
Reinforcements 45 TieBar30.9" 1 S/S Interlocking roller to bar,30.9%2 cam;Wh of 37.1"-45" Ind-Rad F%13140-ILSS O
10 RefFmD 4 Frame Operator Reinforcement T-13187 46 TieBar38.9" 1 SIS Interlockingroller tie bar,38.9'-3 cam;Wh of 45.1"-53" Ind-Rad F%131604LSS rO
11 RefFm Hi e 4 Frame Hine T-13186 47 Tie8ar46.9" 1 S/S Interlockingroller tie bar,46.9'-4 cam;Wh of 53.V-61" Ind-Rad F%13181-ILSS
12 RefSash 4 Sash Reinforcement T-13185 48 TieBar54.9" 1 SIS InlerlocMn roller tie bar,54.9'4 cam;Wh of 61.1"-69" hit-Rad F%13201-ILSS 0
0 w
13 RefSashHi e 1 Sash Reinforcement Hine T-53184 49 TieBar62.9" 1 SIS Interlockingroller be bar,62.9'-4 cam;Wh of 69.1"-73" hit-Rad FM•13221-ILSS ,� Z
50 TieBar56.9" 1 SIS lntedockin roller be bar,66.9'-4 cam;Wh of7S-76" hit-Rad FW13231-ILSS �j S
Hardware xxx=Color code CW 152 0} z
14 O SmallRh 1 Dual arm O rator Rh D 19 to 24"Width of Window Ind-Rad OPS-30615D-SS ALM 191 z¢m w rri
15 OpSmalll-h 1 Dual arm Operator,Lh(G) 19 to 24"Width of Window Ind-Rad OPS-00615G-SS SS 114 a- rw- ma Z ¢
16 O TrkSmall 1 Operator Track Short Dual Arm Ind-Rad OPR-30615-SS1 u ¢w 1 J
17 OPLa eRh 1 Dual arm O eratorRhD 25to36"Width of Window id-Rad OPS-30603D-SS DF-K¢ ¢
18 OPLar eLh 1 Dual arm 0 rator,LhG 25 to 36"Width of Window Ind-Rad OPS-30603G-SS Screws 1:3 }2
19 0 TrkLar e 1 Operator Track,Lane Dual Arm hit-Rad OPR-30603SS 51 Operator Screws 6 #8 X 1 Philips Flat Head Undcut,Drill Pt. UXF8C16SS �" _ >0
20 O Shim 1 Operator Shim Ind-Rad OPSPC-205 52 Stud Bracket 3 #8 X 1 Philips Flat Head Undcut Drill Pt. UXFBG16SS 0 N
21 0 CovHnclRhCW 1 Contemporary Euro white 152 cover and handle,Rh tit-Rad OP-307200-152 53 Dual Ann Bracket 3 #8 X 1 Philips Flat Head Undcut,Drill PL UXF8C16SS cc
22 O CovHncO CW 1 Contem era Euro white 152 cover and handle,Lh hit-Rad OP-3072OG-152 54 Hinge Track Frame 8 #8 X 314 Philips Flat Head Undcut,Drill Pt. UXF8C12SS 0 W /
23 O CovHndlRhALM 1 Contem or Almond 191 cover and handle Rh Ind-Rad OP-3072OD-191 55 Hinge,Sash 8 #8 X 1 Phif s Flat Head Undcut,Drill Pt lJXF8C12SS z x B
24 O CovHndlLhALM 1 Contemporary Almond191 cover and handle,Lh hit-Rad OP-3072OG-191 56 Snubber Frame as rey #8X314 Philips Pan Head DAII Pt UXP8C12SS 3 g
25 O CovHndlRhSS 1 Contem ore Sand Stone 114 cover and handle Rh Ind-Rad OP-3072OD-114 57 Snubber Sash s req #8 X 1 Phili s Pan Head,Drill Pt UXPBC I2SS = g
26 O CovHnrllLhSS 1 Contemporary Sand Stone 114 cover and handle Lh Ind-Rad OP-3072OG-114 58 Lock Handle Screw e 2 #10-32 X 0.625 Ph PH SS MXP1OC1OSS
27 O StBkRh 1 Operator stud brook Rh 26 Ind-Rad OPS-10326-SS 59 Tie Bar Guide s raa #8 X 1 1/4"Philips Flat Head 060 Pt. UXPBC20SS
28 O StBkLh 1 Operator stud brack,LH 27 Ind-Rad OPS-10327-SS 60 Kee er Screw s req #8 X 1 Philips Flat Head Undcut,Drill Pt UXF8C12SS
29 CsmtHin e13Rh 2 304 SIS Ad lS'Wash.Hinge Snapon Rh D Ind-Rad BPS-5501-13DSS 61 Installation Screw s req #10 x4 Philips Truss Head Drill Pt,3"from end,8"on center b others
30 CsmtHin el3Lh 2 304 SIS Adj 13"Wash.Hinge Snapon Lh G Fri-Rad BPS-5501-13GSS
31 CsmtHingel 3EgRh 2 304 SIS Adj 13"Egress.Hinge Snapon Rh D t1d-Rad BPS-5201-13DSS Ws Robert J.An--,P.E.
32 CsmtHn e13E Lh 2 304 S/S Ad 13"E ress.Hinge Snapon Rh Lh G Fri-Rad BPS-5201-13GSS 62 LfSeal s req 0.187 bk x 0.450 Leaf Seal Schlegel 63-379B Flanda P.E.No.49752
33 CsmtHn eTk13Rh 2 304 SIS Ad'IT'Snap on Track Rh D Ind-Rad RPS-5501-13DSS 63 Ws Nf as req 0.187 bk x 0.450 wstp
34 CsmtHngeTkl3Lh 2 304 SIS Ad'13"Snapon Track Lh G M-Rad RPS-5501-13GSS
35 Snber 6 set Snubber,6 sets,T,6',15"from ends and Center. Ind-Rad SB-600-SS1 Screen
64 ScnnFrameCW 4 U Screen Frame Cream White ? Shapes HJ-8126-H
65 ScrnFrameALM 4 LipScreen Frame,Almond ? Shapes HJ-8126-H
66 ScmFrameSS 4 Li Screen Frame,Sand Stond? Shapes HJ-8126-H
67 ScnnCorKe W 4 Li Screen Cemer Key,Cream White(?) Sha es CK8126 xxx CSP
68 ScrnCorKe ALM 4 U Screen Comer Key,Almond 7 Shapes CK8126 xxx CSP
69 ScnnCorKe S 4 Li Screen Comer Key,Sand Store(?) Shapes CK8126 xxx CSP
70 SemCl CW 4 Screen Iockln lips,Cream white
71 ScmCl ALM 4 Screen lockingclips,Almond
PTC Product Design Group,LLC
PO Box 111171
Longwood,FL 32752-0775
321.690-1780 infooptc-corp.com
FSPE Comficato of Authorization
No.25935