HomeMy WebLinkAboutAPPROVED XO-OX Horizontal Roller FL15970.15/18/2021
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FL #
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Code Version
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Comments
Archived
Product Manufacturer
Address/Phone/Email
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
FL15970-R7
Revision
2020
Approved
*Approved by DBPR. Approvals by DBPR shall be reviewed and ratified by
the POC and/or the Commission if necessary.
Eastern Architectural Systems
16341 Domestic Ave.
Ft. Myers, FL 33912
(800)432-2204 Ext4305
jflesher@easternmetal.com
James Flesher
jflesher@easternmetal.com
Jim Flesher
10030 Bavaria Rpad
Fort Myers, FL 33913
(800) 432-2204
jflesher@easternmetal.com
Windows
Horizontal Slider
Certification Mark or Listing
National Accreditation & Management Institute
National Accreditation & Management Institute
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
Florida Licensed Professional Engineer or Architect
FL15970 R7 Equiv EER 2098 Rev 2 420-0807 HS-HVHZ ss.pdf
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHOZepcXgl BXK7ixd9lZBSM0165fAbtanlAp/o3dp/o3d 1/2
5/18/2021
Florida Building Code Online
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
Summary of Products
Method 1 Option A
05/03/2021
05/04/2021
05/11/2021
FL # I 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
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60.0/-60.0
Other:
15970.2 Series FWI 1000 (XOX) Horizontal
Roller
Limits of Use
Approved for use in HVHZ: Yes
Approved for use outside HVHZ: Yes
Impact Resistant: Yes
Design Pressure: +60.0/-60.0
Other:
Certification Agency Certificate
FL15970 R7 C CAC NI011287.01.pdf
Quality Assurance Contract Expiration Date
03/31/2025
Installation Instructions
FL15970 R7 II EAS0001 RevB OX Horizontal Roller ss.pdf
Verified By: Robert J. Amoruso, P.E. 49752
Created by Independent Third Party: Yes
Evaluation Reports
FL15970 R7 AE PER 2098 Rev 2 420-0807 HS-
HVHZ ss.pdf
Created by Independent Third Party: Yes
Series FWI 1000 (XOX) Horizontal Roller Equal Lite and
Unequal Lite - LMI HVHZ
Certification Agency Certificate
FL15970 R7 C CAC NI011286.02.pdf
FL15970 R7 C CAC NI011286.03.pdf
Quality Assurance Contract Expiration Date
03/31/2025
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
FL15970 R7 AE PER 2098 Rev 2 420-0807 HS-
HVHZ ss.pdf
Created by Independent Third Party: Yes
Sack ray=3
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:
® ® ® ISE-d E
Credit Card
Safe
https://www.floridabuilding.org/prlpr_app_dtl.aspx?param=wGEVXQwtDgsDdFYerPlwHOZepcXgl BXK7ixd91ZBSM0165fAbtan1A%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 7th 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 E1886-13aand 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 TAS203-94
• 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
��A� PTC Product Design Group, LLC I PO Box 520775 1 Longwood, FL 32752-0775
rE iL 321-690-1788 1 FBPE Certification of Authorization No. 25935
Product Evaluation Report
Rule 61G20-3 F.A.C. 1 Report No. 2098, Rev. 2 1 Project No. 420-10131 4/28/21 1 Page 2 of 2
Engineering Analysis Et 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
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.
iRe;��,:�a4�dlga
No 49752 0
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ti
Digitally signed
by Robert J
Amoruso
Date:
2021.05.03
13:27:44-04'00'
Evaluated By:
Robert J. Amoruso, P.E.
FL P.E. License Number 49752
�.�..� PTC Product Design Group, LLC 1 PO Box 520775 1 Longwood, FL 32752-0775
i!/ ar 321-690-1788 1 FBPE Certification of Authorization No. 25935
NOTICE OF PRODUCT CERTIFICATION
� GfcR7IPic,
���,
rN 1�
<!!�
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
NI011287.01
04/12/2021
Structural
Eastern
1783-1
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 Systems
Series "FWI 1000 Horizontal Roller"
16341 Domestic Avenue
Aluminum Horizontal Sliding Window
Ft. lllyers, FL 33912
Configuration: OX
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/1/8" Annealed Glass
Frame: W-1880mm(74") H-1930mm(76")
Panel: W-945mm(37.19") H-1819mm(71.63")
DLO: W-865mm(34.06") H-1808mm(71.19")
SPECIFICATION
PRODUCT RATING
ASTM E1886-13a/E1996-14a
Design Pressure: ±2873 Pa (t60 psf)
TAS 201/202/203-94
Water Penetration Resistance Test Pressure: 431 Pa (9.0 psf)
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
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SERIES FWI 1000 HORIZONTAL ROLLER - LMI
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INSTALLATION ANCHORAGE
DETAILS
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GENERAL NOTES:
INSTALLATION NOTES:
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1. THE PRODUCT SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION OF THE FLORIDA BUILDING CODE (FBC) INCLUDING
1. ONE (1) INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN.
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THE HIGH VELOCITY HURRICANE ZONE (HVHZ) AT THE DESIGN PRESSURES STATED HEREIN.
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2. THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBER OF
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2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED TEST REPORT BY BLACKWATER TECHNICAL
ANCHORS TO BE USED FOR PRODUCT INSTALLATION.
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SERVICES, INC. TEST REPORT NO. BT-EAS-20-002, DATED 3/26/21, SIGNED AND SEALED BY CONSTANTIN BORTES, FL PE NO. 77915AND
ASSOCIATED LABORATORY DRAWINGS.
3. ANCHORS ARE TO MATCH TYPE, SIZE, EDGE DISTANCEAND EMBEDMENT OF THOSE SHOWN
IN THE INSTALLATION ANCHOR SCHEDULE SHOWN ON SHEET 3 FOR THE RESPECTIVE
3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING AS A MAIN WIND FORCE
SUBSTRATE.
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RESISTING SYSTEM CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE
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STRUCTURE IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
4. SHIM AS REQUIRED AT EACH INSTALLATION ANCHOR WITH LOAD BEARING SHIM(S).
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MAXIMUM ALLOWABLE SHIM SIZE IS 1/4 INCH. SHIM WHERE SPACE OF 1/161NCH OR
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4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE, BUCK
GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF HIGH DENSITY PLASTIC OR
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DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE ARCHITECT OR ENGINEER OF RECORD.
BETTER.
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5. THE INSTALLATION DETAILS DESCRIBED HEREIN ARE GENERIC AND MAY NOT REFLECT ACTUAL CONDITIONS FOR A SPECIFIC SITE. IF SITE
5. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES (INCLUDING BUT NOT
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CONDITIONS CAUSE INSTALLATION TO DEVIATE FROM THE REQUIREMENTS DETAILED HEREIN, SITE SPECIFIC DOCUMENTS SHALL BE
PREPARED FOR USE WITH THIS DOCUMENT.
LIMITED TO STUCCO, FOAM, BRICK VENEER, AND SIDING).
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THIS PRODUCT
6. INSTALLATION ANCHORS AND ASSOCIATED HARDWARE MUST BE MADE OF CORROSION
RESISTANT MATERIAL OR HAVE A CORROSION RESISTANT COATING. DISSIMILAR
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6. COMPLIES WITH THE REQUIREMENTS OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) FOR OPENING PROTECTION OF
METALS
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THE CURRENT EDITION OF THE FLORIDA BUILDING CODE AND DOES NOT REQUIRE AN IMPACT RESISTANT COVERING.
INCLUDING FASTENERS THAT MAY COME INTO CONTACT WITH ALUMINUM FRAMING SHALL
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6.1. FOR INSTALLATIONS 30 FT. ABOVE GRADE, THE EXTERIOR LITE OF GLASS ON ALL UNITS MUST BE SAFETY GLAZED OR COVERED BY
HAVE BEEN PROTECTED.
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AN IMPACT PROTECTIVE SYSTEM MEETING THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
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6.2. NOTE 6.1 ABOVE CAN BE MET BY USING TEMPERED GLASS OF THE SAME THICKNESS AS THAT SHOWN IN THE GLAZING DETAIL 2 ON
7. FOR HOLLOW BLOCK AND GROUT FILLED BLOCK, DO NOT INSTALL INSTALLATION ANCHORS'
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SHEET 6.
INTO MORTAR JOINTS. EDGE DISTANCE IS MEASURED FROM FREE EDGE OF BLOCK OR
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EDGE OF MORTAR JOINT INTO FACE SHELL OF BLOCK.
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7. WHEN USED IN AREAS OUTSIDE OF THE HIGH VELOCITY HURRICANE ZONE (HVHZ) REQUIRING WIND BORNE DEBRIS PROTECTION, THE
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OPENING PROTECTION REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE ARE MET. AN IMPACT RESISTANT
8. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR
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COVERING IS NOT REQUIRED. THIS PRODUCT MEETS MISSILE LEVEL "D" AND INCLUDES WIND ZONE 4 AS DEFINED IN ASTM E 1996 AS
MANUFACTURER'S INSTALLATION INSTRUCTIONS. ANCHORS SHALL NOT BE USED IN
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MODIFIED BY THE CURRENT EDITION OF THE FLORIDA BUILDING CODE.
SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE
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INSTALLATION ANCHOR SCHEDULE ON SHEET 3.
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8. MATERIALSo�
8.1. WINDOW FRAME MATERIAL: EXTRUDED ALUMINUM 6063-T60.062"THICK.
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8.2. WINDOW SASH MATERIAL: EXTRUDED ALUMINUM 6063-1-6 0.062" THICK.
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9. GLAZING:
9.1. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a.
9.2. SEE GLAZING DETAIL ON SHEET 6 OF 7.
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 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.
10. DESIGNATIONS "X" AND "0" STAND FOR THE FOLLOWING (AS APPLICABLE):
10.1. X: OPERABLE SASH
10.2. O: FIXED SASH
DESIGN PRESSURE RATING (PSF) IMPACT RATING
+60.0%60.0 LARGE MISSILE
TABLE OF CONTENT
SHEET
DESCRIPTION
1
GENERAL AND INSTALLATION NOTES
2
ELEVATION AND ANCHORING LAYOUT
3
ANCHOR SCHEDULE
4
VERTICAL CROSS SECTION
5
HORIZONTAL CROSS SECTION
6
COMPONENT ID AND GLAZING DETAILS
7
BILL OF MATERIALS AND COMPONENTS
Robert J. Amoruso, P.E.
FL P.E. No. 49752
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Digitally signed by
Robert J Amoruso
Date: 2021.05.03
13:28:15-04'00'
71 5/8"
MAX. SASH
HEIGHT
71 1/8"
MAX. D.L.O.
HEIGHT
74" O.A. FRAME WIDTH
7" MAX. 7.5" MAX. 7" MAX.
TYP. g A O.C. TYP. TYP.
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SEE ANCHOR
SCHEDULE ON 34 1 / 16" MAX
SHEET 3 D.L.O. WIDTH
37 3/16" MAX.
SASH WIDTH
6" MAX.
TYP.
8.6" MAX.
O.C. TYP.
G+� T
a 71 3
D.L.O.
MAX. D.L
HEIGHT
B FRAME
5 FRAMEE
HEIGHT
TYP.
34 1/16" MAX
D.L.O. WIDTH
SERIES FWI 1000 HORIZONTAL
ROLLER WINDOW
EXTERIOR VIEW
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Date: 2021.05.03
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Digitally signed by
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Date: 2021.05.03
13:28:57-04'00'
ANCHOR SCHEDULE
SUBSTRATE
INSTALLATION
SCREW HEAD
SCREW SIZE
MANUFACTURER AND/OR
EMBEDMENT(INj I2�
EDGE DISTANCE
ANCHOR CAPACITIES
TYPE
TYPE
5PECIRCATION
(31
(IN) (2� t3�
BASED ON
CONCRETE
THRU-FRAME
FLAT OR PAN
3/16"
ITW TAPCONSI'I
1-1/2"
1-1/8"
MIN. 2000 PSI CONCRETE
HEAD
MASONRY
FLAT OR PAN
STRENGTH
(BLOCKICMU)
THRU-FRAME
HEAD
3/16"
ITW TAPCONS���
1"
2"
CONFORMANCE TO ASTM
C-90, MEDIUM WEIGHT
FLAT OR PAN
NO. 10
ANSI 618.6.1
WOOD WITH AMINIMUM
WOOD
THRU-FRAME
HEAD
(WOOD SCREW)
1-3/8"
3/4"
SPECIFIC GRAVITY OF
FLAT OR PAN
No. 10
ASME B18.6.4
0.55.
HEAD
(TAPPING SCREW)
6063-T5 ALUMINUM
ASME B18.6.4 (GRADE 5
At least three full
or equivalent
FLAT OR PAN
TAPPING SCREW)
threads protrude
Aluminum Substrate
strength of
THRU-FRAME
HEAD
No. 10
Type AB Threads (requires
into the interior of
3/8"
Ftu = 22 ksi
Ftu = 22 ksi
pilot hole) or Self -Drilling
the aluminum
Fty = 16 ksi
Ft = 16 ksi
(drill shaped point)
tube.
ASTM A-653
ASME B18.6.4 (GRADE 5
At least three full
ASTM A-653
Grade 33
FLAT OR PAN
TAPPING SCREW)
threads protrude
Grade 33
Steel Stud
THRU-FRAME
HEAD
No. 10
Type AB Threads (requires
3/8
Substrate
pilot hole) or Self -Drilling
into the interior of
Steel Stud Substrate
20 a.
(drill shaped point)
the steel stud.
20 a.
g
NOTES:
1) I11N (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 SPLTTING IS A CONCERN, DRILL 0.121" (31 DRILL SIZE) PILOT HOLE FOR N0. 10 TAPPING SCREW.
EDGE DISTANCE
VARIES SEE ANC
SCHEDULE SHEE
INSTALLATION ANCHOF
VARIES SEE ANCHOF
SCHEDULE SHEET
PERIMETER SEAL
BY OTHERS
FLANGE TO BE
SET IN BED OF
SEALANT BY OTHERS.
SEE NOTE THIS SHEET
EXTF R
23 SHOWN (24
ALS❑ APPR❑VED)
Lel
FLANGE TO BE
SET IN BED OF
SEALANT BY OTHERS.
SEE NOTE THIS SHEET
ICJINAIL VANIUi
E ANCHOR SCHEDULE
IEET 3
SEALANT
BY OTHERS
1'
1 /4" MAX.
SHIM
INTERIOR
EXTERIOR
EXTERIOR
FINISH
BY
OTHERS
PERIMETER SEAL
BY OTHERS
INSTALLATION ANCHOR
VARIES SEE ANCHOR
SCHEDULE SHEET 3
SEALANT
BY OTHERS 1/4" MAX.
{ SHIM `
PERIMETER SEAL J MIN. EMBEDMENT VARIES
BY OTHERS SEE ANCHOR SCHEDULE
INSTALLATION ANCHOR SHEET 3
VARIES SEE ANCHOR
SCHEDULE SHEET 3
EDGE DISTANCE SUBSTRATE VARIES
VARIES SEE ANCHOR SEE ANCHOR SCHEDULE
EDULE SHEET SCH3 SHEET 3
A VERTICAL CROSS SECTION
KTV INSTALLATION
7; INTERIOR
I SEALANT
1 BY OTHERS 1 /4' MAX.
SHIM
MIN. EMBEDMENT VARIES
SEE ANCHOR SCHEDULE
SHEET 3
APPLIED FIN. SEE
NOTE THIS SHEET.
2x WOOD SUBSTRATE.
EDGE DISTANCE SEE ANCHOR SCHEDULE
VARIES SEE ANCHOR SHEET 3.
SCHEDULE SHEET 3
A ALTERNATE VERTICAL CROSS
4 SECTION USING APPLIED FIN
SILL SHOWN - HEAD SIMILAR
INSTALLATION
FLANGE AND APPLIED FIN NOTE:
THE FLANGE IS A NON-STRUCTURAL
PART. IT MAY BE TRIMMED SHORT OR
REMOVED ALL TOGETHER DEPENDING
ON INSTALLATION REQUIREMENTS.
APPLIED FIN IS A NON-STRUCTURAL
PART NORMALLY USED FOR
FIN -FRAME INSTALLATION.
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Date: 2021.05.03
13:29:12-04'00'
MIN. EMBEDMENT VARIES MIN. EMBEDMENT VARIES
SEE ANCHOR SCHEDULE SEE ANCHOR SCHEDULE
SHEET 3 SHEET 3
1 /4" MAX. 1 /4" MAX.
SUBSTRATE VARIES SHIM SHIM SUBSTRATE VARIES
SEE ANCHOR SEALANT SEALANT SEE ANCHOR SCHEDULE
SCHEDULE BY OTHERS BY OTHERS SHEET 3
SHEET 3__z
EDGE DISTANCE \
VARIES SEE ANCHOR
SCHEDULE SHEET 3
PERIMETER SEAL
BY OTHERS
FLANGE TO BE
SET IN BED OF
SEALANT BY OTHERS.
SEE NOTE THIS SHEET
FLANGE AND APPLIED FIN NOTE:
THE FLANGE IS A NON-STRUCTURAL
PART. IT MAY BE TRIMMED SHORT OR
REMOVED ALL TOGETHER DEPENDING
ON INSTALLATION REQUIREMENTS.
APPLIED FIN IS A NON-STRUCTURAL
PART NORMALLY USED FOR
FIN -FRAME INSTALLATION.
TNT1P12 Y"R
EXTF RIOR
INSTALLATION ANCHOR INSTALLATION ANCHOR
VARIES SEE ANCHOR VARIES SEE ANCHOR
SCHEDULE SHEET 3 SCHEDULE SHEET 3
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5 INSTALLATION
1 /4" MAX.
SHIM
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SCHEDULE SHEET 3
1
PERIMETER SEAL
BY OTHERS
FLANGE TO BE
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SEE NOTE THIS SHEET
MIN. EMBEDMENT VARIES
SEE ANCHOR SCHEDULE
SHEET 3
2x WOOD SUBSTRATE.
SEE ANCHOR SCHEDULE
SHEET 3.
APPLIED
FIN. SEE
NOTE THIS
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EDGE DISTANCE
VARIES SEE ANCHOR
SCHEDULE SHEET 3
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INSTALLATION ANCHOR —'
VARIES SEE ANCHOR PERIMETER EXTERIOR FINISH
SCHEDULE SHEET 3 SEAL BY OTHERS
BY OTHERS
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Date:
2021.05.03
13:29:23
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EXTERIOR INTERIOR
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FL P.E. No. 49752
SETTING BLOCKS: SEE
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GENERAL NOTE 9.6 ON
GLAZING DETAIL 2 SHEET 1
signed by
LAMINATED IGL'
Robert J
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SPACER: STAINLESS STEEL (SEE GENERAL NOTE 6.1 & 6.2 ON
�! ". Date:
XL EDGE BY CARDINAL SHEET I FOR REQUIREMENTS
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PERTAINING TO EXTERIOR LITE
2021.05.03
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13:29:35
-04'00'
OFRAME HEAD FRAME SILL
0.062' TYP WALL THICKNES 0.062' TYP WALL THICKNESS
�E- 3.281" � � 3.382'
2.635" IIjI�
U 3.428"
OFIXED FRAME JAMB O FRAME LOCK JAMB
0.062' TYP WALL THICKNESS 0,062' TYP WALL THICKNESS
3.056"
3.361"
3.445"
1.623' —
OFIXED RAIL VENT SILL
0,062' TYP WALL THICKNES 0.062' TYP WALL THICKNESS
2.573'
-^--"�� 1.701" 1
1.573"
OVENT JAMB STILE O VENT MEETING RAIL
0,062' TYP WALL THICKNESS 0,062' TYP WALL THICKNESS
2.511
2.583"
FE-1 F-312.373'
2.28'
BILL OF MATERIALS
ITEM NO
DESCRIPTION
MATERIAL
MANUFACTURER
1
FRAME HEAD
6063-T6
EAS, INC
2
FRAME SILL
6063-T6
EAS, INC
3
FIXED FRAME JAMB
6063-TG
EAS, INC-
4
FRAME LOCK JAMB
6063-T6
EAS, INC
5
FIXED RAIL
6063-1`6
EAS, INC
6
1 APPLIED FIN
6063-1`6
EAS, INC
7
VENT HEAD/SILL
6063-T6
EAS, INC
8
VENT JAMB STILE
6063-1`6
EAS, INC
9
MEETING RAIL
6063-T6
EAS, INC
10
IMPACT INSULATED GLAZING BEAD
6063-T6
EAS, INC
11
ROLLER ASSEMBLY
12
WEEP COVERS
13
FRAME JAMB BULB VINYL
14
VENT STILE BULB VINYL
15
MEETING RAIL WOOL PILE
16
VENT HEAD WOOL PILE
17
VENT SILL WOOL PILE
18
IMPACT GLAZING BEAD
19
SASH LOCK
6063-T6
EAS, INC
20
HIGH RISE FRAME SILL
6063-16
EAS, INC
21
8 x 1' FRAME ASSEMBLY SCREW
22
8 x 3-1/2' MEETING RAIL ATTACHMENT SCREW
23
FAN CLR X .090 SAFLEX PVB X 6- AN CLR (DETAIL 1)
IMPACT
CARDINAL
24
i' AN CLR X %' ARGON X 6' AN CLR X .090 SAFLEX
PVB X ' AN CLR (DETAIL 2)
IMPACT INSU
CARDINAL
10 GLAZING BEAD
0,062' TYP WALL THICKNESS
.945'
1.24'
1
20 HI RISE FRAME SILL
0.062' TYP WALL THICKNESS
10 GLAZING BEAD
0.062' TYP WALL THICKNESS
945"
1ED
OAPPLIED FIN
0.045' TYP WALL THICKNESS
1.745" 235'
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FL P.E. No. 49752
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Digitally signed by
Robert J Amoruso
Date: 2021.05.03
13:29:50-04'00'