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FL# FL15970-R7
Application Type Revision
Code Version 2020
Application Status Approved
*Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Comments
Archived
Product Manufacturer Eastern Architectural Systems
Address/Phone/Email 16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
Authorized Signature James Flesher
jflesher@easternmetal.com
Technical Representative Jim Flesher
Address/Phone/Email 10030 Bavaria Rpad
Fort Myers, FL 33913
(800)432-2204
jflesher@easternmetal.com
Quality Assurance Representative
Address/Phone/Email
Category Windows
Subcategory Horizontal Slider
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
ASTM E1886-13a 13a
ASTM E1996-14a 14a
ASTM E283-04(2012) 2012
ASTM E331-00 (2009) 2009
TAS201 1994
TAS202 1994
TAS203 1994
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL15970 R7 Equiv EER 2098 Rev 2 420-0807 HS-HVHZ ss.pdf
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wG EVXQwtDgsDd FYerPlwHOZepcXg 1 BXK7ixd9lZBSM0165fAbtan 1 A%3d%3d 1/2
5/18/2021 Florida Building Code Online
Product Approval Method Method 1 Option A
Date Submitted OS/03/2021
Date Validated 05/04/2021
Date Pending FBC Approval
Date Approved 05/11/2021
Summary of Products
FL# Model, Number or Name Description
15970.1 Series FWI 1000(XO or OX) Series FWI 1000(XO or OX)Horizontal Roller-LMI HVHZ.
Horizontal Roller
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL_15970 R7 C CAC NI011287.01.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 03/31/2025
Design Pressure: +60.0/-60.0 Installation Instructions
Other: FLIS970 R7 II EAS0001 RevB OX Horizontal Roller ss.pul
Verified By: Robert J.Amoruso, P.E.49752 i
Created by Independent Third Party: Yes i
Evaluation Reports
FL15970 R7 AE PER 2098 Rev 2 420-0807 HS-
HVHZ ss.pdf
Created by Independent Third Party: Yes
15970.2 Series FWI 1000 (XOX) Horizontal Series FWI 1000(XOX) Horizontal Roller Equal Lite and 7
Roller Unequal Lite-LMI HVHZ
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL15970 R7 C CAC NI011286.02.pdf
Approved for use outside HVHZ:Yes FL15970 R7 C CAC NIO11286.03.pdf
Impact Resistant:Yes Quality Assurance Contract Expiration Date
Design Pressure: +60.0/-60.0 03/31/2025
Other: Installation Instructions
FL15970 R7 II EAS0002 RevB XOX Horizontal Roller ss.pdf
Verified By: Robert J.Amoruso, P.E.49752
Created by Independent Third Party: Yes
Evaluation Reports I
FL15970 R7 AE PER 2098 Rev 2 420-0807 HS-
HVHZ ss.pdf
Created by Independent Third Party: Yes
Back Hext
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 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:
MI® ® eCl:xk ■
Credit Card
Safe
https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHOZepcXgl BXK7ixd91ZBSM0165fAbtanlA%3d%3d 2/2
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2098, Rev. 2 1 Project No. 420-1013 1 4/28/21 1 Page 1 of 2
Product Manufacturer Product Name, Model and/or Description
Eastern Architectural Systems Series FWI 1000(XO or OX) Horizontal Roller
10030 Bavaria Road Series FWI 1000(XOX) Horizontal Roller
Fort Myers, FL 33913
Code: Current Edition of the Florida Building Code including the 71h Edition (2020) Florida Building Code
Compliance Method: 61G20-3.005(1)(d)—Product Evaluation Report by a Licensed Professional Engineer
Product Testing, Materials and Certification:
• Test Reports by Black Water Technical Services Inc.West Palm Beach, FL 33413
o Report No. BT-EAS-20-002,dated 3/26/21,signed and sealed by Constantin Bortes, FL PE No.77915
■ Test Standards
• ASTM E283-04
• ASTM E331-09
• ASTM E1886-13a and ASTM E1996-14a
• TAS 201-94
• TAS 202-94 and
• TAS 203-94
■ Specimens
• 74"x 76"OX(envelopes XO)
• 111"x 76"XOX Equal Lights
• 111"x 76"XOX Unequal Lights
• Design Pressure
• plus/minus 60 psf for all specimens
• Materials:
o Glass meets the requirements of ASTM E1300-09a
o Laminated Glass Interlayer:
■ Eastman Chemical Company(MA)Saflex PVB interlayer material certification per Miami-Dade
NOA No.20-0622.01 or current Miami-Dade Notice of Acceptance(NOA).
Performance Testing Standards:
• High Velocity Hurricane Zone(HVHZ)
o TAS201-94
o TAS202-94
o TA5203-94
■ Outside High Velocity Hurricane Zone(HVHZ)including the Wind-Borne Debris Region
o ASTM E283-04
o ASTM E331-09
o ASTM E1886-13a and ASTM E1996-14a
Product Installation Instructions:
• EAS0001,Rev.B,dated 4/28/21,signed and sealed by Robert J.Amoruso, Eastern Architectural Systems Series FWI
1000(XO or OX)Horizontal Roller, Installation Anchorage Details
• EAS0002,Rev. B,dated 4/28/21,signed and sealed by Robert J.Amoruso, Eastern Architectural Systems Series FWI
1000(XOX)Horizontal Roller, Installation Anchorage Details
PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rffL 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2098, Rev. 2 1 Project No. 420-1013 1 4/28/21 1 Page 2 of 2
Engineering Analysis It Evaluation: The following evaluations,engineering and/or rational analysis/calculations have
been performed.
• PTC Report No. 2097, Rev.3,Anchorage Engineering for Eastern Architectural Systems Series FWI 1000(XO or OX)
Horizontal Roller and Series FWI 1000(XOX)Horizontal Roller,signed&sealed by Robert J.Amoruso, P.E.
• Equivalency Evaluation for Performance Testing Standards, PTC PDG Report No.2098-EER, Rev. 2,dated 4/28/21,
signed and sealed by Robert J.Amoruso, P.E.
Limitations Et Conditions of Use:
• This product has been evaluated for use inside the HVHZ(High Velocity Hurricane Zone).
• This product is impact resistant.Therefore,a wind-borne debris protection device(i.e.,shutters,etc.)is not
required.
• 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 Digitally signed
Rule 61G20-3.009 vo%,% Sw'-S �{#'yams
PTC Product Design Group, LLC and Robert J.Amoruso,P.E. CE t*'b by Robert J
does not have, nor will acquire,any financial interest in the ';' No 49752 .0= Amoruso
company manufacturing or distributing product(s)covered �,k
by this Product Evaluation Report. PTC Product Design - :t=� Date:
Group, LLC and Robert J.Amoruso P.E.do not have nor A = OF :PL•.
r�7
Z.-
will acquire any financial interest in any other entity `' `'�< '•',, 2021 .OS.03
invo
ved in the
process or testing of the
produclt(s)covered by this approval Product Evaluation Report. sdJdF fBtt�6e� a��� 13:27:44 _04'00'
Evaluated By:
Robert J.Amoruso, P.E.
FL P.E.License Number 49752
PTC Product Design Group, LLC PO Box 520775 1 Longwood, FL 32752-0775
r■L 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
*P CERTIRC.
�., CERTIFICATION NO: NI011286.03
a ,'x DATE: 04/12/2021
N 1 CERTIFICATION PROGRAM: Structural
" COMPANY: Eastern
�t�c��rr t ins` CODE: 1783-1
��F7Ea7 PR��
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 NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systerns Series "FWI 1000 Horizontal Roller"
16341 Domestic Aluminum Un-Equal Lite
Ft. Myers,FL 33913 Horizontal Sliding Window
Configuration:XOX
Glazing:IG- 1/8"Annealed Glass/l/8"Annealed
Glass/0.090"Saflex PVB Interlayer/l/8"Annealed Glass or
Monolithic-1/8"Annealed Glass/0.090"Saflex PVB
Interlayer/1/8"Annealed Glass
Frame: W-2819mm(111") H-1930mm(76")
Panel: W-706mm(27.8 1") H-1819mm(71.63")
DLO: W-1311mm(51.63") H-1808mm(71.19")
SPECIFICATION PRODUCT RATING
ASTM E1886-13a/E1996-14a Design Pressure: ±2873 Pa (f60 psf)
TAS 201/202/203-94 Water Penetration Resistance Test Pressure:431 Pa(9.0 pst)
Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: Blackwater Technical Services,Inc.
Report No: BT-EAS-20-002
Expiration Date: March 31,2025
Administrators Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Fax: (804)684-5122
NOTICE OF PRODUCT CERTIFICATION
Ep CF- r►xi.
�.cck
CERTIFICATION NO: NI011286.02
DATE: 04/12/2021
N 1 CERTIFICATION PROGRAM: Structural
COMPANY: Eastern
CODE: 1783-1
C1,�F7ED
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 NAMI approved certification label must be applied to the product to claim
certification status. Please review and advise NAMI if an corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Eastern Architectural Systems Series "FWI 1000 Horizontal Roller"
16341 Domestic Avemie Aluminum Equal Lite
Ft.Myers,FL 33912 Horizontal Sliding Window
Configuration:XOX
Glazing:IG- 1/8"Annealed Glass/1/8"Annealed
Glass/0.090"Saflex PVB Interlayer/l/8"Annealed Glass or
Monolithic-1/8"Annealed Glass/0.090"Saflex PVB
Interlayer/l/8"Annealed Glass
Frame: W-2819mm(111") H-1930mm(76")
Panel: W-935mm(36.81") H-1819mm(71.63")
DLO: W-856mm(33.69") H-1807mm(71.13")
SPECIFICATION PROi)UCT MATING
ASTM E1886-13a/E1996-14a Design Pressure: ±2873 Pa (f60 psf)
TAS 201/202/203-94 Water Penetration Resistance Test Pressure:431 Pa(9.0 psI)
Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: Blackwater Technical Services, Inc.
Report No: BT-EAS-20-002
Expiration Date: March 31,2025
�
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804)684-5124
Fax: (804)684-5122
EASTERN ARCHITECTURAL SYSTEMS
N �
SERIES FWI 1000 (XOX) HORIZONTAL ROLLER - LMI
M � m
O �
INSTALLATIONANCHORAGE DETAILS I �a
W
�o w o
GENERAL NOTES: INSTALLATION NOTES: N n u
1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE 1. ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN. o rs
(FBC)INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ)AT THE DESIGN PRESSURES STATED HEREIN. o 8 EI
2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF ANCHORS
2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT BY BLACKWATER TO BE USED FOR PRODUCT INSTALLATION,
TECHNICAL SERVICES,INC.TEST REPORT NO.BT-EAS-20-002,DATED 3/26/21,SIGNED AND SEALED BY CONSTANTIN m
BORTES,FL PE NO.77915AND ASSOCIATED LABORATORY DRAWINGS. 3. ANCHORS ARE TO MATCH TYPE,SIZE,EDGE DISTANCE AND EMBEDMENT OF THOSE SHOWN IN
THE INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET 4 FOR THE RESPECTIVE
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE/MASONRY AND 2X FRAMING AS A MAIN WIND FORCE SUBSTRATE. N N W
RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE U3 O
STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. 4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).MAXIMUM �4 W O O w
ALLOWABLE SHIM SIZE IS 1/4 INCH.SHIM WHERE SPACE OF 1/16 INCH OR GREATER OCCURS. w J N z UQ) O
4. 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE SHIM(S)SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR BETTER E- -i W O i W
STRUCTURE.BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD. Lu o
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES(INCLUDING BUT NOT J O a
5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A LIMITED TO STUCCO,FOAM,BRICK VENEER,AND SIDING). q[+7 Z o
SPECIFIC SITE. IF SITE CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN,SITE '� C W Z—Z
SPECIFIC DOCUMENTS SHALL BE PREPARED FOR USE WITH THIS DOCUMENT. 6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION a M ON�a Q Li
MATERIAL OR HAVE A CORROSION RESISTANT COATING.DISSIMILAR METALS ofQQ < L m
E- G+
6. THIS PRODUCT COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)FOR OPENING INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL O 1 J i Z
PROTECTION OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT HAVE BEEN PROTECTED.
a a
COVERING. C4 X 6.1. FOR INSTALLATIONS 30 FT.ABOVE GRADE,THE EXTERIOR LITE OF GLASS ON ALL UNITS MUST BE SAFETY GLAZED OR 7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK,DO NOT INSTALL INSTALLATION ANCHORS E- Z
�'�T7 O x— N
COVERED BY AN IMPACT PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR EDGE
FLORIDA BUILDING CODE. OF MORTAR JOINT INTO FACE SHELL OF BLOCK. U O 07 F 0 Z< m
6.2. NOTE 6.1 ABOVE CAN BE MET 8Y USING TEMPERED GLASS OF THE SAME THICKNESS AS THAT SHOWN IN THE GLAZING � O py � .�
DETAIL 2 ON SHEET 4. 8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR O 0 1`
MANUFACTURER'S INSTALLATION INSTRUCTIONS.ANCHORS SHALL NOT BE USED IN
7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE(HVHZ)REQUIRING WIND BORNE DEBRIS SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE
3 w y
PROTECTION,THE OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INSTALLATION ANCHOR SCHEDULE ON SHEET 4. W L� LZj
ARE MET.AN IMPACT RESISTANT COVERING IS NOT REQUIRED.THIS PRODUCT MEETS MISSILE LEVEL"D"AND INCLUDES E— U)
WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS MODIFIED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. v) crg �
w
8. MATERIALS W N =8g'
8.1. WINDOW FRAME MATERIAL:EXTRUDED ALUMINUM 6063-1-6 0.062"THICK. ,H v
8.2. WINDOW SASH MATERIAL:EXTRUDED ALUMINUM 6063-1-6 0.062"THICK. _ r g
9. GLAZING:
9.1. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a.
9.2. SEE GLAZING DETAIL ON SHEET 7 OF 8.
9.3. GLASS SHALL MEET SAFETY GLAZING REQUIREMENTS PER CURRENT EDITION OF THE FLORIDA BUILDING CODE.
9.4. INTERLAYER:EASTMAN CHEMICAL COMPANY SAFLEX PER CURRENT MIAMI DADE NOTICE OF ACCEPTANCE(N.O.A.)
9.5. ALL SETTING BLOCKS AND GASKET MATERIALS SHALL BE IN COMPLIANCE WITH THE CURRENT EDITION OF THE DESIGN PRESSURE RATING(PSF) IMPACT RATING
FLORIDA BUILDING CODE.
9.6. SETTING BLOCKS SHALL BE NEOPRENE WITH A 70 TO 90 SHORE A DUROMETER.GASKET MATERIALS SHALL BE EDPM
WITH A MINIMUM 60 SHORE A DUROMETER.
+60.0/-60.0 LARGE MISSILE
10. DESIGNATIONS"X"AND"0"STAND FOR THE FOLLOWING(AS APPLICABLE):
10.1. X:OPERABLE SASH TABLE OF CONTENT Robert J.Amoruso,P.E.
10.2. O:FIXED SASH FL P.E.No.49752
SHEET DESCRIPTION
1 GENERAL AND INSTALLATION NOTES
2 ELEVATION AND ANCHORING LAYOUT (XOX EQUAL LTTES) >��yppw����"y+�o,
3 ELEVATION AND ANCHORING LAYOUT (XOX UNEQUAL LTTES) f;:t
�FS:Pnio�p
4 ANCHOR SCHEDULE
5 VERTICAL CROSS SECTION Digitally signed by
6 HORIZONTAL CROSS SECTION Robert J Amoruso
7 COMPONENT ID AND GLAZING DETAILS Date:2021.05.03
8 BILL OF MATERIALS AND COMPONENTS 13:30:19-04'00'
N �
N N
111 O.A. FRAME WIDTH w �,
0
9" MAX. 5.9" MAX. =o U
TYP. O.C. TYP. A 9' MAX oZO
0
O
F O
a o �
�
6" MAX. 41 Aa
TYP. m < p
N
F N
1 71 3/16" 1 E--� o g 0)�w N
MAX. D.L.O. y, .o
HEIGHT m a z
71 5/8" � Q m o-=o
MAX. SASH P4 a" N-jU a
HEIGHT F 0 1 a z m
Uw io
8.6" MAX. a �/� 71 1/8" z�a �g 0
\ MAX. D.L.O. E- 0
O.C. TYP. HEIGHT x �xz m e
- v O 1= &�$
I 1 ch F. 0
Q O P" p
O p O�J aLL�
B 76' O.A. '"k w "
6 I FRAME w ,y
I Immw HEIGHT F N J y
I I U] _w
V) o va
W 0.
v wwi
I I
r
6" MAX.
TYP. 33 11/16" MAX 33 7/16" MAX 36 13/16 MAX. I
D.L.O. WIDTH D.L.O. WIDTH SASH WIDTH �I Rob'rtJ.Amoruso,P.E.
FL P.E.No.49752
SEE ANCHOR SERIES FWI 1000 HORIZONTAL ROLLER
SCHEDULE ON '�"
WINDOW (XOX EQUAL LITE) po_
SHEET 4 EXTERIOR VIEW '"Fs`•°^-`p''`._
'hid'ON,�4F.�a
Digitally signed by
Robert J Amoruso
Date:2021.05.03
13:30:34-04'00'
a
N
111 O.A. FRAME WIDTH N
N
r2
O
9" MAX. 5.9" MAX. 9" MAX.
TYP. O.C. TYP. A
5 TYP. w >n
� F
— w O
■■E■■ p Z<Z w
l� p
6" MAX. TYP.
I I
N c0
t/] O
a L o
71 3/16" I W -1 g a a L o
MAX. D.L.O. E o o a
HEIGHT >, z u o 3
www
rn J
1 71 5/8" 4
z o
HEIGHT SASH vi
� °�a W�a �
MAX.HEIGHTX x 71 1/8" 0 � oIZ� z
0 C' TYP. / \ MAX. D.L.O. W a x�z
HEIGHT o xo
I I U o Ei ¢ as
o C)� 2
6 76" O.A. z ~
I I FRAME H
I I HEIGHT w iaF`
of
�E oam
I _ -
li, V
6" MAX.
TYP.
24 11/16" MAX 51 5/8" MAX 27 13/16" MAX.
D.L.O. WIDTH D.L.O. WIDTH SASH WIDTH
Robert J.Amoruso,P.E.
SEE ANCHOR SERIES F�krl 1000 HORIZONTAL ROLLER FL P.E.No.49752
SCHEDULE ON WINDOW (XOX UNEQUAL LITE) Digitally
by
SHEET 4 signed
EXTERIOR VIEW oii�s`��a Robert J
�N(�y
T, �.b:AI I W1 IOruso
Date:
2021.05.03
13:30:44
-04'00'
a
ANCHOR SCHEDULE
� N Q
INSTALLATION SCREW HEAD MANUFACTURER ANDJOR EMBEDMENT(IN)(2) EDGE DISTANCE ANCHOR CAPACITIES O
SUBSTRATE SCREW SIZE
TYPE TYPE SPECIFICATION (3) (IN)(2)(3) BASED ON N
H M _
�
CONCRETE THRU-FRAME FLAHOARDPAN 3/16" ITW TAPCONS��� 1-1/2" 1-1/8" MIN.2000 PSI CONCRETE a o
MASONRY FLAT OR PAN STRENGTH
(B SON THRU-FRAME HEAD 3/16" ITW TAPCONS(1) 1" 2" CONFORMANCE TO ASTM m
C-90,MEDIUM WEIGHT N
N ap
FLAT OR PAN ANSI B18.6.1 o
NO.10 WOOD WITH AMINIMUM w N O o
HEAD (WOOD SCREW) w � =Q
WOOD THRU-FRAME 1-3/8" 3/4" SPECIFIC GRAVITY OF E-- w o3W "t
FLAT OR PAN ASME B18.6.4 y w
No. 10 0.55. o< o
HEAD (TAPPING SCREW) �, z°
6 63-T5 ALUMINUMc o—z
AS B18.6.4(GRADE 5 At least three II o R N�o
or equivalent FLAT OR PAN TAPPING SCREW) threads protrude Aluminum Substrate E o g€� z
strength of THRU-FRAME HEAD No. 10 Type AB Threads (requires into the interior of 3/8" Ftu = 22 ksi w > ^�� a
Ftu = 22 ksi pilot hole)or Self-Drilling the aluminum Fty = 16 ksi � o xz sag
Ftv = 16 ksi (drill shaped point) tube. v c z R
2101 ASTM - 5 AS ME B18.6.4(GRADE 5 ¢ o�� H!Mt
Grade 33 TAPPING SCRE At least three full ASTM A-653 < r -
FLAT OR PAN threads protrude Grade 33 a ! Z y
Steel Stud THRU-FRAME No. 10 Type AB Threads (requires 3/8" w
HEAD into the interior of Steel Stud Substrate H =gip
Substrate pilot hole)or Self-Drilling v� w
20 ga. (drill shaped point) the steel stud. 20 ga. wLi
NOTES: p �`
1)ITW(ADVANCED THREADFORM TECHNOLOGY)TAPCONS WILL BE USED FOR CONCRETE/MASONRY INSTALLATION.
2)FOR WOOD SCREWS IF SPLITTING IS A CONCERN,DRILL 0.112"(34 DRILL SIZE)PILOT HOLE FOR NO.10 WOOD SCREW.
3)FOR TAPPING SCREWS IF SPLITTING IS A CONCERN,DRILL 0.121"(31 DRILL SIZE)PILOT HOLE FOR NO. 10 TAPPING SCREW.
Robert J.Amoruso,P.E.
FL P.E.No.49752
yesuv+`hF1fgEYYaO'�F/O�a c
4y�NiL��
Digitally signed by
Robert J Amoruso
Date:2021.05.03
13:30:56-04'00'
EDGE DISTANCE
VARIES SEE ANCHOR SUBSTRATE VARIES N
SCHEDULE SHEET 4 SEE ANCHOR SCHEDULE N
SHEET 4 o
INSTALLATION ANCHOR o
VARIES SEE ANCHOR
SCHEDULE SHEET 4 N
N < O
PERIMETER SEAL SEALANT O O N N
BY OTHERS BY OTHERS W o 08 o
FLANGE TO BE + g ?w a
SET IN BED OF
SEALANT BY OTHERS. m <
SEE NOTE THIS SHEET 1/4" MAX.
SHIM
W w �i w cn o
EXTERIOR INTERIOR E o W Ln
O of 0 0�
Z_
® H N a
EXTERIOR SEALANT Q 8.C7 z �
BY OTHERS 1/4" MAX. o o—�0
SHIM 2 � 1 z
Jo m< m
H = a �
23 SHOWN (24 INTERIOR EXTERIOR U rri ��z
ALSO APPROVED) FINISH H x o^� '" 0
BY MIN. EMBEDMENT VARIES x �xw ��i
OTHERS SEE ANCHOR SCHEDULE U E• 0 W
SHEET 4 o% o�� mo
PERIMETERBY OTHERS APPLIED FIN. SEE Z o w
NOTE THIS SHEET. f� r
INSTALLATION ANCHOR W
VARIES SEE ANCHOR a �`�
2x WOOD SUBSTRATE. �`' ��°
O SCHEDULE SHEET 4 SEE ANCHOR SCHEDULE w En
`
® EDGE DISTANCE SHEET 4. W > � m
FLANGE TO BE SEALANT VARIES SEE ANCHOR
SET IN BED OF BY OTHERS 1/4" MAX. SCHEDULE SHEET 4 °
SEALANT BY OTHERS. SHIM
SEE NOTE THIS SHEET
A ALTERNATE VERTICAL CROSS
PERIMETER SEAL MIN. EMBEDMENT VARIES SECTION USING APPLIED FIN
BY OTHERS SEE ANCHOR SCHEDULE 5 INSTALLATION ANCHOR EET 4 SILL SHOWN-HEAD SIMILAR
SH
VARIES SEE ANCHOR INSTALLATION
SCHEDULE SHEET 4 Robert J.Amoruso,P.E.
EDGE DISTANCE FL P.E.No.49752
VARIES SEE ANCHOR SUBSTRATE VARIES FLANGE AND APPLIED FIN NOTE:
SCHEDULE SHEET 4 SEE ANCHOR SCHEDULE THE FLANGE IS A NON—STRUCTURAL Digitally
SHEET 4 PART. IT MAY BE TRIMMED SHORT OR signed by
REMOVED ALL TOGETHER DEPENDING ,..."N
VERTICAL CROSS SECTION ON INSTALLATION REQUIREMENTS. sq`0E;`_p;;;F4
Robert J
APPLIED FIN IS ANON—STRUCTURAL 1 ,'1M An101U50
IN
5 STALLATION PART NORMALLY USED FOR V °F ?w Date:
FIN—FRAME INSTALLATION.
2021.05.03
13:31:15
-04'00'
a
MIN. EMBEDMENT VARIES r
SEE ANCHOR SCHEDULE
SHEET 4 "� u
1/4" MAX.
SUBSTRATE VARIES
SEE ANCHOR SHIM oI
SCHEDULE SEALANT $o F
SHEET 4 BY-OTHERS o r'-N 'a
INTERIOR o o S
B 1i0RIZONTAL CROSS SECTION
INSTALLATION m
N00
Of
MIN. EMBEDMENT VARIES w w c1 0 0 q
EDGE DISTANCE SEE ANCHOR SCHEDULE EW- J 2
VARIES SEE ANCHOR SHEET 4 V) 03�;0
SCHEDULE SHEET 4 23 SHOWN C24 >.
1/4" MAX. _j zca o
ALSO APPROVED) / SHIM SUBSTRATE VARIES o13 0�
SEALANT SEE ANCHOR Q 8 o—w
PERIMETER SEAL BY OTHERS SCHEDULE 1y a __jcn < F
BY OTHERS INSTALLATION ANCHOR SHEET 4 �� q I m� z
VARIES SEE ANCHOR EXTERIOR u T. 0; w
FLANGE TO BE SET IN BED SCHEDULE SHEET 4 INTERIOR w �v;
OF SEALANT BY OTHERS. E" 0
SEE NOTE THIS SHEET ~]; vxQ N �:vS
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G: o a C3 Z s9
1/4" MAX. o w ^— a .
SHIM MIN. EMBEDMENT VARIES W
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SEE ANCHOR SCHEDULE
SEALANT SHEET 4 EDGE DISTANCE N ,
BY OTHERS VARIES SEE ANCHOR w jog
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SEE ANCHOR SCHEDULE w o sm
SHE
4. ALS❑ APPR❑VED> w �U' �aA,
APPLIED -
FIN. SEE PERIMETER SEAL
NOTE THIS BY OTHERS
SHEET, EXTERIORt
INSTALLATION ANCHOR FLANGE TO BE
SET IN BED OF
VARIES SEE ANCHOR SEALANT BY OTHERS.
EDGE
SCHEDULE SHEET 4 SEE NOTE THIS SHEET
DISTANCE
VARIES SEE ANCHOR
SCHEDULE SHEET 4
Robert J.Amoruso,P.E.
FLANGE AND APPLIED FIN NOTE:
FL P.E.No.49752
THE FLANGE IS A NON—STRUCTURAL ,o''ice'
EXTERIOR FINISH PART. IT MAY BE TRIMMED SHORT OR �w, ce JaF ono
INSTALLATION ANCHOR PERIMETER BY OTHERS REMOVED ALL TOGETHER DEPENDING :'
VARIES SEE ANCHOR SEAL ON INSTALLATION REQUIREMENTS.
SCHEDULE SHEET 4 BY OTHERS APPLIED FIN IS A NON—STRUCTURAL
PART NORMALLY USED FOR
li ALTERNATE HORIZONTAL CROSS FIN—FRAME INSTALLATION. Digitally signed by
6 SECTION USING APPLIED FIN Robert J Amoruso
RIGHT JAMB SHOWN-LEFT JAMB SAME Date:2021.05.03
INSTALLATION 13:31:28-04'00'
a
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4
8 15 9 9 15 8 4 02EE��
d F N O
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19 19 14 WZ = w
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COMPONENT ID'S (�] Q 0 0 =
C7 H
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0.090" SAFLEX C) d =; O 3 "
PVB BY EASTMAN W p a Xr-z
1/8" ANNEALED f
CHEMICAL CO. (MA) E-� O ¢
SETTING BLOCKS: SEE vxoGENERAL NOTE 9.6 ON 1/8" ANNEALED
SHEET 1 V E 0
23 a 0 -Z
WEDGE GASKET 2541 BY w Z �
tE
MPI FPVC 65 DUROMETER a a
SIKAFLEX 552
(OVERT11CAL
EOR - INTERIOR W L o gig
w i as
GLAZING DETAIL 1 1/8' ANNEALED 0.090" SAFLEX t v
LAMINATED PVB BY EASTMAN
1/8" ANNEALED CHEMICAL CO. (MA)
1/4" ARGON GAS �1/6" ANNEALED
CROSS SECTION SPACECOMPONENTID'S WEDGE GASKET 2541 BY
1OMPI FPVC 65 DUROMETER
7SIKAFLEX 552
2 EXTERIOR INTERIOR Robert J.Amoruso,P.E.
SETTING BLOCKS: SEE FL P.E.No.49752
GENERAL NOTE 9.5 ON Digitally
GLAZING DETAIL 2 SHEET I signed by
LAMINATED 1GU
:`"4� Robert)
SPACER: STAINLESS STEEL (SEE GENERAL NOTE 6.1&6.2 ON XL EDGE BY CARDINAL SHEET I FOR REQUIREMENTS '"E N I' �• AI'TIOCUSO
PERTAINING TO EXTERIOR LITE s os�2}=oc r0 Date:
OF LAMI IOU UNITS) s e�f ona.•�'`
„a 2021.05.03
13:31:39
-04'00'
BILL OF MATERIALS
ITEM NO DESCRIPTION N6063-T6
AL MANUFACTURER
1 FRAME HEAD T6 EAS, INC o
2 FRAME SILL T6 EAS, INC o °
O FRAME HEAD FRAME SILL 3 FIXED FRAME JAMB EAS, INC0.062' TYP WALL THICKNES 0,062' TYP WALL THICKNESS4 FRAME LOCK JAMB T6 EAS, INC c0v5 FIXED RAIL3.281" 3.362"�{ T6 EAS, INC � a
6 APPLIED FIN 6063-T6 EAS, INC o= z w
7 VENT HEAD/SILL 6063-T6 EAS, INC o o o
2.635" 8 VENT JAMB STILE 6063-T6 EAS, INC W
3.426" 9 MEETING RAIL 6063-T6 EAS, INC m <
10 IMPACT INSULATED GLAZING DEAD 6063-T6 EAS, INC
11 ROLLER ASSEMBLY
12 WEEP COVERS `�
� o
13 FRAME JAMB BULB VINYL W w N o� p
OFIXED FRAME JAMB FRAME LOCK JAMB 14 VENT STILE BULB VINYL E- 0 z a, W m
0,062' TYP WALL THICKNES 0.062' TYP WALL THICKNESS 15 MEETING RAIL WOOL PILE J z<o o
16 VENT HEAD WOOL PILE ¢ o
3.058" 17 VENT SILL WOOL PILE a '�" z_� NL
y
0�'. a m t4 O
18 IMPACT GLAZING BEAD
3.361" 19 SASH LOCK 6063-T6 EAS, INC F o
3.445' 20 HIGH RISE FRAME SILL 6063-T6 EAS, INC W 2 a
21 8 x 1" FRAME ASSEMBLY SCREW E, °� x^-
17� �r I 0
22 8 x 3-1/2' MEETING RAIL ATTACHMENT SCREW x �x<
23 AN CLR X .090 SAFLEX PVB X 6' AN CLR (DETAIL 1) IMPACT CARDINAL U o a o ¢ �
1.621 24 AN CLR X J' ARGON X ;' AN CLR X .090 SAFLEX IMPACT INSUL CARDINAL 00 o m
PVB X ' AN CLR <DETAIL 2) Z
OFIXED RAIL VENT SILL w
0.062' TYP WALL THICKNES 0,062' TYP WALL THICKNESS rn w mGLAZ sz
I- -2s73^ 10 of
0,062'IN p BEAD ALL GLAZTHICKNESS 10 0,062'IN p BEAD ALL THICKNESS W Lij
U)i rz�-
1.375^r— _
.945"
1.573"
T— .945"
1.24" ED
J 1
OVENT JAMB STILE VENT MEETING RAIL
0,062' TYP WALL THICKNES 0.062' TYP WALL THICKNESS HI RISE FRAME SILL
2.511• 20 0,062' TYP WALL THICKNESS
�� f—2.583' RoFL P.EAbert J. No.r49752.E.
3.381^—� APPLIED FIN
2.373" jAMCb
2.26" � O 0.045' TYP WALL THICKNESS
4.426' 1.745" F 235" %"k�.,<•�y�.•,Doi'
� qy Ip,�,6�,,•
—� Digitally signed by
Robert J Amoruso
Date:2021.05.03
13:31:54-04'00'