HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Otiline
k`
BCIS Home Log In I User Registration ` Hot Topics Submit Surcharge I Stats&Facts Publications Contact Us ` .BCIS Site Map Links Search[
1
FW a NOV 12 2021
d
�.,"`product Approval
lL }. &s USER:Public User St.Lucie County
71 r
Permitting r
CopyProduct Aonroval Menu>Application Detail /n� vil'- I
`ice
FL# FL30505-RI REVIEWED FOR
Application Type Revision �p�y
Code Version 2020 CODE COMPLIANCE
Application Status Approved ST. lLUCIE COrn
A 11'
*Approved by DBPR.Approvals by DBPR sh �rg�yj the POC and/or the Commission if necessar
Comments
Archived 13
Product Manufacturer Shwinco Architectural Products, LLC
Address/Phone/Email 171 Jet Services Way
Dothan,AL 36303
(334)556-1000
enciineerin @shwinco.com
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 Exterior Doors
Subcategory Sliding Exterior Door Assemblies
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 E1886-2013a 13a
ASTM E1996-2014a 14a
TAS 201 1994
TAS 202 1994
TAS 203 1994
hugs:.'%wiyw.l7oridabuilding.orn,'pr!pr_app_dtl.aspx?param=tvGENlQwtDqvkx l otvFO o2bR7xto9soSR1 cou9t2z01'2OSgxd°/u2b2zKNF9z7Q%3d%3d(2i25:'2021 11:55:17 A\-I)
Florida Building Code Online
Equivalence of Product Standards
Certified By Florida Licensed Professional Engineer or Architect
FL30505 R1 Eauiv EERNo2612 Revl 9700 SGD ss.pdf
Product Approval Method Method 1 Option A
Date Submitted 09/27/2020
Date Validated 09/29/2020
Date Pending FBC Approval
Date Approved 10/07/2020
S§6him4ry of Products
FL# €Model, Number or Name 'Description
30505.1 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door(4-Track, OXXX-A-XXXO), DP = 50 psf
Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL30505 R1 C CAC NI014461 OXXX-A-XXXO.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +50/-50 Installation Instructions
Other: Envelopes OXX-A-XXO(3-Track), OX- FL30505 R1 II SHW0003 RevA Series 9700 SGD OXXXAXXXO HVHZ ss. ddff
A-XO(2-Track), OX-A-O (2-Track), O-A-XO(2- Verified By: Robert J.Amoruso, P.E. FL P.E. No.49752
Track) Created by Independent Third Party: Yes
Evaluation Reports
FL30505 R1 AE PERNo2612 Revl 9700 SGD ss.odf
at d In ep n t Iir a y: es
30.505.2 Series 9700 Vinyl Sliding Series'9700 Vinyl Sliding Glass Door(4-Track,OXXX, XXXO), DP= 50 psf
Gass Door
' Limits of Use Certification Agency Certificate - ��
1pproved for use in HVHZ: Yes '1. FL30505 R1 C CAC.NI014461.01 OXXXX=PVB.odf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +50/-50 Installation Instructions
Other: Envelopes OXXX&XXXO(4=Track), FL30505 R1 II SHW0004 RevA Series 9700 SGD OXXX HVHZ ss.odf
OXX&XXO(3-Track)and OX&XO(2=Track). Verified By: Robert J. Amoruso, P.E. FL P.E. No. 49752
Laminated glass using-0.090 Saflex PVB By Created by Independent Third Party-Yes i
Eastman Chemical. ' Evaluation Reports
FL30505 R1 AE PERNo2612 Revl 9700 SGD ss.]�df
Created by Independent Third Party: Yes. — — - — —
le y 1 g r In In 111. 11- ra _
Glass Door
Limits of Use Certification Agency Certificate
Approved for use in HVHZ:Yes FL30505 R1 C CAC NI014461.02 OXXX-Van.pdf
Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date
Impact Resistant:Yes 05/31/2023
Design Pressure: +65/-65 Installation Instructions
Other: Envelopes OXXX&XXXO (4-Track), FL30505 R1 II SHW0004 RevA Series 9700 SGD OXXX HVHZ ss. ddff
OXX&XXO(3-Track)and OX&XO (2-Track). Verified By: Robert J.Amoruso, P.E. FL P.E. No. 49752
Laminated glass using 0.075 Vanceva By Created by Independent Third Party: Yes
Eastman Chemical. Evaluation Reports
FL30505 R1 AE PERNo2612 Revl 9700 SGD ss.pdf
Created by Independent Third Party: Yes
C
0
Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824
The State of Florida is an AA/EEO employer.Convrioht 2007-2013 State of Florida.::Privacy Statement:;Accessibility Statement::Refund Statement
Under Florida law,email addresses are public records.Ir you do not want your e-mail address released in response to a public-records request,do not send electronic
hops::.wwnv.floridabuilding.or p„pr_app_dll.aspx?param=wGEt'-SQwtDgvkx1owF"o^_bRZxlo9soNRl'cou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[2r^_5'2021 11:55:17AM]
Florida Building Code Online
mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.497.1395.'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:
® MR c-first
:Credit`:Ca�d
Safe,
hops:%www.itoridabuilding.ory pr;pr_app_dii.aspx?param=wGE'�A-QwtDgvkxlowF°b^_bRZxto9soNRYcou912zOX2OSgxd%2b2zKNF9z7Q%3d a3d[2%_5t202_1 I1:55:17,AM]
NOTICE OF PRODUCT CERTIFICATION
��OtGERTIfi/C,Qrr
CERTIFICATION NO: NI014461.01
g� fi DATE: 07/17/2019
NyM-! CERTIFICATION PROGRAM: Structural
COMPANY: Shwinco
CODE: 1972-1
'�rlgEQ,pRpO-,*
To veriA,that the"Notice of Product Certification"is valid,please visit wwvti,.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. ANAN11 approved certification label must be applied to the product to claim
certification status. Please review and advise NAi\41 if any corrections are required to this document.
COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION
Shwinco Architectural Products,LLC Series "9700 4-Track"
171 Jet Services Way Vinyl Sliding Glass Door
Dothan,AL 36303 Configuration:OXXX
Glazing: lG-3/l6"Tempered Glass/3/16"Annealed
Glass/0.090"Saflex PVB Interlayeri13/16"Annealed
Glass
Frame: W-4883mm(192.25") H-2426mm(95.5")
Vent: W-1308nun(51.5") H-2356mm(92.75")
DLO: W-10321nm(40.63") H-2080nim(81.88")
SPECIFICATION PRODUCT RATING
AAMA/WDMA/CSA 101(1.S.2/A440-17 Class LC-PG50 4883 .x 2426 (192 a 96)-SD
AAMA/WDMA/CSA 101/I.S.2/A440-11 Design Pressure: ±23.94 Pa (50 psf)
ASTM E1886-13a/ASTM E1996-14a water Penetration Resistance Test Pressure:510 Pa(10.65 psq
TAS 201/202/203-94 Wind Zone 4-Missile Level D
Large Missile Impact Rated
Product Tested By: UL, LLC
Report No: SV31355-20190517-B
Expiration Date: May 31,2023
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes,VA 23072
Tel: (804) 684-5124
Product Evaluation Report
Rule 61G20-3 F.A.C. Report No. 2612, Rev. 1 I Project No. 420-0402 1 7/15/20 1 Page 2 of 3
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No.SHW0004, First Issue,dated 8/2/19,signed and sealed by Robert
J.Amoruso, P.E.,FL License Number 49752
• Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX,XXXO), DP=50 psf
o Test Report No.SV31355-20190517-Report-B by UL LLC,750 Anthony Road, Northbrook,Illinois 60062,
signed and sealed by Alex Spyrou, Florida P.E.
• 4 Track OXXX Sliding Glass Door, 192.5 in x 95.5 in
• Envelopes OXXX&XXXO(4-Track),OXX&XXO(3-Track)and OX&XO(2-Track)
■ Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard(TAS)201-94
• Testing Application Standard(TAS)202-94
• Testing Application Standard(TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness:(Saflex PVB set)1-inch IG;3/16T-.375 dura seal air space-3/16A(0.090
Saflex
• PVB)3/16A
• Type of glass:Laminated
• Type of spacer: .375 dura seal air spacer
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No.SHW0004, First Issue,dated 8/2/19,signed and sealed by Robert
J.Amoruso, P.E., FL License Number 49752
Component Approvals:
• Frame material: Extruded Rigid PVC by Vision Extrusions Limited approved per current Miami-Dade notice of
acceptance.
• Laminated glazing interlayer: Eastman Chemical Co.Saflex PVB and Vanceva approved per current Miami-Dade
notice of acceptance.
• Glass meets the requirements of ASTM E1300-09a
Engineering Analysis Et Evaluation:
• Anchorage engineering(Report No.2612-Calc)in accordance with the current edition of the Florida Building Code
for Series 9700 Vinyl SGD signed and sealed by Robert J.Amoruso,P.E.,FL License Number 49752.
Performance Standards (used in testing):
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard(TAS)201-94
• Testing Application Standard(TAS)202-94
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
1
Product Evaluation Report
Rule 61G20-3 F.A.C. I Report No. 2612, Rev. 1 I Project No. 420-0402 1 7/15/20 1 Page 3 of 3
• Testing Application Standard(TAS)203-94
Limitations Et Conditions of Use:
• The following product has been evaluated for use inside the High Velocity Hurricane Zone(HVHZ).
o Series 9700 Vinyl Sliding Glass Door
• The following product will not require an approved impact protective system when used in wind borne debris
regions including the HVHZ.
o Series 9700 Vinyl Sliding Glass Door
• Referto 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 61G20-3.009
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 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. 2612, Rev. 1 I Project No. 420-0402 1 7/15/20 1 Page 1 of 3
Product Manufacturer Product Name, Model and/or Description
Shwinco Architectural Products, LLC Series 9700 Vinyl Sliding Glass Door-LMI
171 Jet Services Way
Dothan,AL 36303
Code: Current Edition of the Florida Building Code including the 71h 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.:
• Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX-A-XXXO), DP=50 psf
o Test Report No.SV31355-20190517-Report-A by UL LLC,750 Anthony Road, Northbrook, Illinois 60062,
signed and sealed by Alex Spyrou,Florida P.E.
® 4 Track OXXX-A-XXXO Sliding Glass Door,383.5 in x 95.5 in
• Envelopes OXX-A-XXO(3-Track),OX-A-XO(2-Track),OX-A-O(2-Track),O-A-XO(2-Track)
■ Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11,NAFS 2011
• AAMA/WDMA/CSA 101/I.5.2/A440-17, NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard(TAS)201-94
• Testing Application Standard(TAS)202-94
• Testing Application Standard(TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness:1-inch IG;3/16T-.375 dura seal air space-3/16H(0.075 Vanceva)3/16H
• Type of glass: Laminated
• Type of spacer: .375 dura seal air spacer
• Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in
glazing bead.
o PTC Product Design Group Drawing No.SHW0003, First Issue,dated 8/2/19,signed and sealed by Robert
J.Amoruso,P.E., FL License Number 49752
• Series 9700 Vinyl Sliding Glass Door(4-Track,OXXX,XXXO). DP=65 psf
o Test Report No.SV31355-20190517-Report-C by UL LLC,750 Anthony Road, Northbrook, Illinois 60062,
signed and sealed by Alex Spyrou, Florida P.E.
■ 4 Track OXXX Sliding Glass Door, 192.5 in x 95.5 in
• Envelopes OXXX&XXXO(4-Track),OXX&XXO(3-Track)and OX&XO(2-Track)
• Tested to:
• AAMA/WDMA/CSA 101/I.S.2/A440-11, NAFS 2011
• AAMA/WDMA/CSA 101/I.S.2/A440-17,NAFS 2017
• ASTM E1886-13a
• ASTM E1996-14a
• Testing Application Standard(TAS)201-94
• Testing Application Standard(TAS)202-94
• Testing Application Standard(TAS)203-94
■ Glazing:
• Insulated unit(1"overall):
• Glass thickness: 1-inch IG;3/16T-.375 dura seal air space-3/16H(0.075 Vanceva)3/16H
• Type of glass: Laminated
• Type of spacer: .375 dura seal air spacer
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
SHWINC® ARC ITECTURAL PRODUCTS, LLC
SERIES 9700 VINYL SLIDING GLASS DOOR - HVIIZ 3 � a
0
INSTALLATION NOTES: INSTALLATION ANCHORAGE DETAILS
1, PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN
THIS PRODUCT EVALUATION DOCUMENT.ANCHOR EMBEDMENT AND EDGE GENERAL NOTES: f_
DISTANCE EXCLUDE WALL FINISHES,INCLUDING BUT NOT LIMITED TO W
STUCCO,FOAM,BRICK VENEER AND SIDING. u,
1. THIS PRODUCT HAS BEEN TESTED,EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S)STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF -� F
o w
THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE(HVHZ).THIS PRODUCT CAN BE USED IN THE HIGH 0
2. SEE INSTALLATION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE
VELOCITY HURRICANE ZONE(HVHZ). of
OF ANCHOR,AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS,
INCLUDING MINIMUM NOMINAL SIZE,MINIMUM EMBEDMENT INTO SUBSTRATE 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED UL TEST REPORT NO.SV31355-20190517-REPORT-B&
AND MINIMUM EDGE DISTANCES. SV31355-20190517-REPORT-C AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES, a
2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF 2.1. PERFORMANCE STANDARDS USED IN TESTING FOR HVHZ LOCATIONS WERE TAS 201-94,TAS 202-94 AND TAS 203-94.
ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE 2.2. PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMANVDMA/CSA 101/I.S.2/A440-11,ASTM El886-13a,AND ASTM E1996-14a.
INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT.
2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE I MASONRY AND 2X FRAMING FRAMING SUBSTRATES AS A MAIN WIND FORCE RESISTING SYSTEM rn
we a, o
WIND FORCE RESISTING SYSTEM SUBSTRATE.
CAPABLE OF WITHSTANDING AND TRANSFERRING APPLIED PRODUCT LOADS TO THE FOUNDATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL w
ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION, z `—� S O
2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION J O m 2 2
RESISTANT MATERIAL OR HAVE A CORRISION RESISTANT COATING. _+ c7 20
4, 1X AND 2X BUCKS(WHEN USED)SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND w
3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A
INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF O w
G w
RECORD FOR THE PROJECT OF INSTALLATION. Q�
DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA 0 m
BUILDING CODE. pr aF
5. THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GLAZING SHOWN IN DETAIL A AND B ON SHEET 11 FOR LARGE MISSILE IMPACT(SMALL a 3 o mi wat w
MISSILE IMPACT ENVELOPED)IN THE HIGH VELOCITY HURRICANE ZONE(HVHZ).WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION 5
4. DISSIMILAR MATERIALS INCLUDING FASTENERS THAT MAY COME INTO W z a
CONTACT SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT REQUIREMENTS EXIST,THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION, ¢u m O > z
EDITION OF THE FLORIDA BUILDING CODE. _>¢z z $ H
6. SITE CONDITIONS NOT COVERED IN THIS PRODUCT EVALUATION DOCUMENT ARE SUBJECT TO ADDITIONAL ENGINEERING ANALYSIS BY A LICENSED C w z 15 z $
5. INSTALLATION DETAILS
PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT AS REQUIRED BY THE AUTHORITY HAVING JURISDICTION. w rn q N 0
5.1. SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS. 7, MATERIALS u„Ori g �+
5.2. SEE SHEETS 5 THROUGH 8 FOR SECTION VIEWS OF SPECIFIC ANCHOR s h,o S C �
INSTALLATION DETAILS. 7.1. FRAME MATERIAL:EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE. 11
5.3. SEE SHEET 9 FOR GLAZING DETAILS, 7.2. LAMINATED GLAZING INTERLAYER:EASTMAN CHEMICAL CO.SAFLEX PVB AND VANCEVA APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE. O
7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E130M9a AND EXCEEDS THE DESIGN PRESSURES ON SHEETS 3 AND 4. z w y a LL
fi. TWO(2)INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION " y
SHOWN IN ELEVATION DETAILS(SHEETS 3 AND 4)AT 2-TRACK,3-TRACK AND 8. DESIGNATION X"STANDS FOR OPERABLE PANEL AND"'O"STANDS FOR FIXED PANEL = w O
4-TRACK HEAD,SILL AND JAMB EXTRUSIONS.
6.1. EXCEPTION FOR 2-TRACK XX AND XO CONFIGURATION,1/4"FILLET 9• INTERIOR AND EXTERIOR FINISHING AND PERIMETER SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY.THESE DRAWINGS CERTIFY THE DOOR INSTALLATION
PERIMETER BEAD OF STRUCTURAL ADHESIVE SHALL BE USED IN LIEU OF
ONLY.WATER PROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. WATER PROOFING SHALL BE THE RESPONSIBILITY OF w
z
RR
INSTALLATION ANCHORS AT THE SILL.SEE SHEET 4 FOR MORE DETAILS. THE INSTALLER. w
BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL 9.1• PERIMETER AND JOINT SEALANT BY OTHERS TO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMA/AAMAANDMA O
PROTOCOLS.
SILICONE ADHESIVE. _
9.2. SEE INSTALLATION NOTE 2.2 ON SHEET 4 FOR STRUCTURAL ADHESIVE REQUIREMENTS FOR 2-TRACK SILL INSTALLATION.
7. ANCHOR QUANTITIES AND SPACING/EMBEDMENT AND EDGE DISTANCE 10.SEE SHEETS 3 AND 4,GENERAL NOTES FOR APPROVED CONFIGURATIONS.
7.1. THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM
END DISTANCE(ED)AND THE MAXIMUM ON CENTER(O.C.)SPACING 11.SEE SHEETS 3 AND 4 FOR DESIGN PRESSURE BASED ON GLAZING REQUIREMENTS AND ASSOCIATED ANCHOR REQUIREMENTS,
PLACEMENT OF ANCHORS IN ACCORDANCE WITH ELEVATIONS ON
SHEETS ON SHEETS 3 AND 4.
7.2. END DISTANCES AND O,C,SPACING LESS THAN THAT SHOWN IN THE
ELEVATION ON SHEETS ON SHEETS 3 AND 4 ARE ACCEPTABLE. TABLE OF CONTENTS
7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN,ANCHOR QUANTITIES SHEET SHEET DESCRIPTION
CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C.
SPACING REQUIREMENTS. 1 GENERAL NOTES,INSTALLATION NOTES,TABLE OF CONTENTS
7.4. ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER Robert J.Amoruso,P.E.
OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT 2 ANCHOR SCHEDULE-EMBEDMENT&EDGE DISTANCE-ANCHOR INSTALL Florida P.E.No.49752
DESIGN PRESSURE. 3 4-TRACK XXXX&XXXO DOOR ELEVATION-ANCHOR LAYOUT
7.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2.
8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/4 INCH.SHIM WHERE SPACE OF 4 2-TRACK XX&XO DOOR ELEVATION-ANCHOR LAYOUT
1116 INCH OR GREATER OCCURS.SHIM(S)SHALL BE CONSTRUCTED OF WOOD 5 2,3 AND 4-TRACK VERTICAL SECTIONS
COMPOSITE,HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL.
6 4-TRACK XXXX&XXXO HORIZONTAL CROSS SECTIONS
9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION
ANCHORS INTO MORTAR JOINTS. 7 3-TRACK XXX&XXO HORIZONTAL CROSS SECTIONS
10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH 6 2-TRACK XX&XO HORIZONTAL CROSS SECTIONS
A14CHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND A14CHORS 9 GLAZING DETAILS
SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE
MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON 10&11 BILL OR MATERIALS
SHEET 2,
INSTALLATION ANCHOR SCHEDULE
FASTENERHEAD MANUFACRIRERAND/OR MIN. MIN.EDGE ANCHOR CAPACITIES BASED
FASTENER SIZE SUBSTRATE(4) FRAMECOMPONENT (V Fi R
TYPE(S) SPECIFICATION EMBEDMENT(IN) DISTANCE(IN) ON o? $
CS
CONCRETE HEAD,SILLAND IAMBS ITW TAPCONS(1) 1.1/2 1-1/8 MIN.2500 PSI CONCRETE 04 i
HEX HEAD 3/16" NOTE A& 0 NOTE A& B
MASONRY STRENGTH CONFORMANCE TO =1 0'' �(�(n�y F" 'um
LU
(BO /CMU) JAMBS ONLY ITW TAPCONS(1) 1 2 ASTM CAO,MEDIUM WEIGHT, O _.Sl-_ _J_��(UI f(_, E 8
DENSITY>117 PCF �Inl
R
A O w
ANSI 618.6.1(WOOD SCREW)(2) WOOD WITH A MINIMUM o tU- IL<J �I211(LD� J ]� tl ou
FLATHEAD No,30 WOOD HEAD,SILLAND IAMBS 1-1/2 3/4 ��
ASME 818.6.4(TAPPING SCREW)(3) SPEC]FIC GRAVITY OF 0.42
r a'
NOTES:
1)WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION,THEY SHALL BE THE ADVANCED THRFADFORM TECHNOLOGY TYPE. •'a:?(,; �•,• e �'_`.-
2)FORWOODSCREW I NSTALLATION INTO WOOD SUBSTRATE;IF SPLITTING IS A CONCERN,DRILL0.112°PILOT HOLE(DRILLSIZE 34). - •'��- "... -'
3)FORTAPPING SCREW INSTALLATION INTO WOODSUBSTRATE;IFSPUTRNG ISACONCERN,DRILL0.121"PILOT HOLE(DRILLSIZE31).
4)FOR CONCRETE/CMU SUBSTRATES,IX WOOD BUCK IS OPTIONAL 2 rn o
SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS
5 SEE"WOODAca
NDCONCRETE SCREW-FRAME ANCHORAGE REQUIREMENTS"ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLAT HEAD WOOD SCREW INSTALLATION IN VINYL EXTRUSION. APPLICABLE TO HEAD, SILL AND JAMBS. CONCRETE ¢ '-'aSUBSTRATE J yz O m = N
NOTE A, SILL (SHOWN) -CONCRETE SUBSTRATE z aa
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) C
2) CLEAN SURFACE OF ALL CONCRETE DUST AND OILS 0 In °
'I) FILL PREDRILL HOLE WITH SEALANT } Qp z
4) INSTALL HEX HEAD SCREW THIRD FIRST VINYL WALL, AS SHOWN
5) COVER SCREW HEAD WITH SEALANT ¢a¢N a s o 2 z a
NOTE B, HEAD &JAMB (NOT SHOWN)-CONCRETE OR MASONRY SUBSTRATE w m z
1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) F ¢o w g S
2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN w =N F rc
f — w
SUBSTRATE
W IT
la VARIES. SEE ❑ NOTE C & 0 z
❑ d ❑ I� ❑ I� ANCHOR I NOTE C & D 3 In
SCHEDULE ON I`ry—a
pJ w
SHEET 2 FOREDC MIN.
REQUIREMENTS. 01NCE NGIN N ;j5f
�- z g
4
=--:-. -_-=-=___
Y - --=____=__-
n t �l a (� WOOD
0 � SUBSTRATE
!L-J` I J �I „ SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS
❑I—� APPLICABLE TO HEAD, SILL AND JAMBS.
I
NOTE C, SILL (SHOWN) -WOOD SUBSTRATE Rob-n J.Amoroso,P.EMIN. 1) PREDRILL 3/16 HOLE FloriCa P.E.Plo.40752
EMBEDMENT ❑ 2) SURFACE SHOULD BE CLEAN AND OIL FREE
MIN3) FILL PREDRILL HOLE WITH SEALANT
EDGE r ��� 4) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN
.... MIN, DISTANCE L5 5) COVER SCREW HEAD WITH SEALANT
EDCE - ►{— EDGE Q�
DISTANCE DISTANCE L - NOTE D, HEAD &JAMB NOT SHOWN)
)-WOOD SUBSTRATE
SUBSTRATE VARIES, SEE ANCHOR SCHEDULE MIN. 1) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN.
ON SHEET 2 FOR REQUIREMENTS. EMDEBMENi
NVOOD AND CONCRETF.SCREW
FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE FRAME ANCHORAGE REQUIREMENTS
'IT 11:ouuHarcnnn;tu,Tnt1-rcrt�',N (NOTES 1ltOlM ANCHOR SCIIEDU1,E TABLE ABOVE)
APPLICAL'11i'TO HI31I1,SILL ISHOWN)ANT)JAMBS(SIIOWN) 'I'I IkOUGF[-IR\n1J:1NSi'AL[.A'1'IGN
APPI-Ir'ABIJ;J'0 IMAD,TILL(SHOWN)AND JAM113
STALLATION NOTES: 192.25" MAX. FRAME WIDTH
1. Al✓ --TOR SPACING LOCATION"TOLERANCES 11" MAX.
1.1. O, 'ENTER(O.C.)SPACING ANCHOR LOCATION — O.C. SPACING 3" EDGE DISTANCE (TYP)— — d
T'OL NCE IS+/- 3" EDGE (np) `N
1.
ORS A I7ORS ARE 3"MAXIMUM AS SHOWN. DISTANCE 11" MAX.
E 1.3. CONCRTT: ('HORS SHALL NOT BE SPACED LESS
(TYp) A O.C. SPACING C) w
THAN 3"O.C.T ,ARDLESS OF STATED TOLERANCES. (n P) w o s
2. ANCHOR QUANTITY SPACING 5 O 3
0
2.1. HEAD AND SILL Of
4t._._._V_�_----..-7-- __-�_. o
2.1.L ANCHORS ARE QU 'ITY EIGLTTEEN(18)1VITT7 --------_.__........__------- -----.---------- - -----------------------------__---
MAXIMUM 11"ON CEN -t(O.C.)SPACING. ------._....._._.... - ---r -..........-.....----- - ----
2.1,2. EDGE ANCHORS ARE 3"M MUM AS SHOWN. 3"
a
2.13. ANCHOR QUANTITIES CAN B- EDUCED AS EDGE
REQUIRED FOR SMALLER FRAN[ . S LONG AS DISTANCE
THE EDGL DISTANCE AND O.C.SPA G (Typ) 10 o m o
REQUIREMENTS ARE MITT. B" > o
2.2. JAMBS 6 =n "
2.2.1. ANCHORS ARE QUANTITY TEN(10)WITH B G ° G
MAXIMUM I I"ON CENTER O.C.)SPACING.
2.2.2. EDGE ANCHORS ARE 3"MAXIMUMAS SHOWN. < F v' �� o 8``
2.2.3. ANCHOR QUANTITIES CAN BE REDUCED AS �' -J. =j1 95•5" 0 a o 0 o w
Q J ✓ a
REQTIIKED POR SMALLER FRAMES AS LUNG AS MAX. - n w 3¢ ..4 oz a
THE EDGE DISTANCI AND O.C.SPACING X X X FRAME z
/\ /\
REQUIREMENTS ARE MET. 1 1" HEIGHT >>a zv w Z cm,ir
w a
O.C. p la
Max.Frame Size:192.25"x 95.5" SPACING a f-
vosolii:
Max.Panel Size:51.5"x 92.7.5" (TYP.) a S�
Max.Daylight Opening Size:40.63"x 8I.88" X x $ m m
GENERAL NOTES: ' ` ' \ O Z
�— - - --
2 N X X 5
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE
---- --._..-- --- _......._.._......_...._....__._..............__...- --...__.-...__..._...__._.... ------ a n
1.1. XXXO AND XXXX,4-TRACK
3" SILL ANCHORAGE SAME AS HEADER
I.1.1. ELEVATION SHOWN TTIIS SHEET. EDGE g n�
1.1.2. SECTION VIEWS ON SHEETS 5 AND 6. DISTANCE
1.2. XXO AND XXX,3-TRACK SF..CT'ION 11/8,4-TRAC'K 4-PAN SEC:TTON(ETFVA'TION SHOWN)
1.2.1. ELEVATION SIMILAR TO 4-TRACK. (nP') SECTION T3/li,3-TRACK 3-PANEL. 'C'ITON
1.2.2. SECTION VIEWS ON SHEETS 5 AND 7.
2. ANY STILE:CONFIGURATION SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR -XX1X AND XXXO 4-TRACK SYSTEM (SHOWN)
SECTION VIEWS E ANDDPA SHEETS PNEL SIZES
AND 7 ARE:ALLOWED.
3. MAXIMUM FRAME SIMILAR ARRANGEMENT FOR 3 TRACK _ NFIGURATIONS LISTED BELOW
3.1. MAXIMUM FRAME SIZE IS 192.25"X 95.5" EXTERIOR ELEVATI .'
3.2. MAXIMUM PANEI.SIZE IS 51.55"X 92.75"
3.3. MAXIMUM PANEL DAYLIGITT OPENING(DLO)IS 40.625" PER MANCE RATING
Rob J.Amoroso,P.E.
X 81.875" F-mriaa P.E.N..49752
4. XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH CONFIGURATION GLAZING DESIGN
(SEE GENERAL TRACKS NOTES DETAIL(SEE PRESSURE IMPACT RATING
FIXED(0)1'AN1:L A'1'RFGTI'I'JAMB IN EXTERIOR TRACK. NOTE u) ;HEFT z) (PSI)
4.1. AC'CiPTABLE TO ORIENT PANELS AS OXXX AND OXX
WITII FIXED PANEL AT LEFT JAMB IN INTERIOR xxxo SHEET 3,GENERAL
'TRACK. XXXX 4 NOTES 1.1,2&3 A +1.65
4.2. ACCEPTABLE TO ORIENT FIXED PANEL,(0)IN XXXO SHEET 3,GENERAL LARGE MISSILE
Xxxo 4 NOTES 1.1,2&3 B -50 (SMALL MISSILE
EXTERIOR OR INTERIOR TRACK. ENVELOPED)
XXO SHEET3,GENERAL
XXX 3 NOTES 1.2,2&3 A +/-65
XXO SHEET3,GENERAL
XXX 3 NOTES 1.2,2&3
e
I
a
INSTALLATION NOTES:
I. ANCHOR SPACING LOCATION TOLERANCES
0
I.I. ON CENTER(O.C.)SPACING ANCHOR LOCATION TOLERANCE IS+/-1". Max.Frame Size:99.85"x 95.5" d
1.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. Max.Panel Size:5 L.5"x 92.75" v
1.3. CONCRETE ANCHORS SIfALI.NOT BE SPACED LESS THAN 3"O.C.REGARDLESS a'.Daylight Opening Size:40.63"x 81.88" �
OF S"I'A'ITD TOLERANCES.
2. ANCHOR QUAN11TY AND SPACING w 13
11" MAX. O.C. p a 13
2.1. HEAD 3" EDGE SPACING (TYP) 3" EDGE a �w
2.I.L ANCHORS ARE QUANTITY TEN(10)WITH MAXIMUM 1 I"ON CENI'ER(O.C.) — —DISTANCE
SPACING. DISTANCE q (TYP)
2.1.2. EEDGE ANCHORS ARFE 3"MAXIMUM AS SHOWN. (TYP) 5 n
2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER
FRAMES AS LONG AS THE EDGE DISTANCE AND O.C.SPACING
2.2. SILL
REQUIREMENTS ARE MET. _-_.._...-----------__..---T _-.--..-- ----- o
2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A 3 J o S2=
1/4"FTLLIET PERIMLEITR BEAD OF STRUCTURAL SILICONE ADHESIVE AT EDGE 3
THE INTERIOR AND EXTERIOR.BOTTOM OF SILL SHALL BE SEALED TO DISTANCE o o
SUBS"IRATE USING STRUCTURAL SILICONE ADHESIVE. (TYP.)
O O
2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING: B
2.2.2.1. DOW CORNING 995 8 a 3 p .,a z a
2.2.2.2. DOW CORNING DOWSE.795 a z °z
2.2.2.3. SIKA SIKASILGP&SIKASIL WS-305CN >a Z
2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MET IING SITE 95-5" n¢
INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER OR MAX. =w m o a x
ARCFIL"I'EC"L'OF RECORD. FRAME s °o
2.3. JAMBS HEIGHT c
2.3.1. ANCHORS ARE QUANTITY TEN(10)WYl'H MAXIMUM 11"ON CENTER(O.C.)
SPACING. SPACING x 4
2.3.2. EDGE ANCHORS ARE 3"MAXIMUM AS SHOWN. I
2.3.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER (TYP.) N<
S AS LONG AS THE"EDGE DISTANCE AND O.C.SPACING
FRAME
REQUIREMENT'S ARE MET.
GENERAL NOTES:
3 1.4" FILLET BEAD SILICONE
1. APPROVED DOOR CONFIGURATIONS INCLUDE THE EDGE SEALANT, INTERIOR AND EXTERIOR
FOLLOWING- DISTANCE AND BOTTOM OF SILL. SEE
1.1. XO AND XX,2-TRACK MID) INSTALLATION NOTE 2.2.
1,1.1. IELEVATIONSHOWNTHISSHEET. 99.85" MAX. FRAME WIDTH
I.L.2. SECTION VIEWS ON SHEETS 5 AND 8.
2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SERIES 9700 SLIDING GLASS DOOR-XX AND XO 2-TRACK SYSTEM (SHOWN)
SECIION VIEW ON SHEET8 ARE ALLOWED. EXTERIOR ELEVATION Robra J.A..,—,P.E.
3. MAXIMUM FRAME AND PANEL SIZE'S Florida P.E.No.49752
3.1. MAXIMUM FRAME SIZE IS 99.85"X 95.5"
3.2. MAXIMUM PANEL SIZE IS 51.55"X 92.75"
3.3. MAXIMUM PANEL DAYLIGHT OPENING(DLO)IS 40.625" PERFORMANCE RATING
X 81.875"
4. XO DOOR CONFIGURATION SHOWN WITHFIXED(0)PANEL CONFIGURATION GLAZING DESIGN
(SEE GENERAL TRACKS NOTES DETAIL(SEE PRESSURE IMPACT RATING
AT RICiI-IT.IAMB IN EXTERIOR"!RACK. NOTE 11) SHEET 2) (PSF)
4.1. ACCEPTABLE,TO ORIENT PANELS S AS OX WITH FIXED
PANEI.AT U-.Fr JAMB IN INTERTOR"IRAC'K. XO SHEET 2,GENERAL
4.2. ACCEPTABLE TO ORIENT FIXED PAnBL(0)IN xx 2 NOTES 1.3.2&3 A -1-65
EX"1'ERIOR OR INITRIOR TRACK. X0 SHEET 3,GENERAL
xX 2 NOTES 1.3,2&3 B H-5D
' a
SERIES 9700 SLIDING GLASS DOOR Note 1: Panel fixed by #8FH x 1.25", 3"
A from each corner and then 8" on center. a £
APPLICABLE TO 2-TRACK,3-TRACK AND 4-TRACK DOOR CONFIGURATIONS. ONLY REQUIRED WHEN XO OR OX o
5 \'ERTICAL CROSS SEL'FIONS CONFIGURATION WITH FIXED PANEL IS USED. d
INSTALLATION ANCHORS.FLAT HEAD V
EXTERIOR SUBSTRATE VARIES.SEE WOOD SCREW SHOWN.SEE ANCHOR EXTERIOR SUBSTRATE VARIES.SEE INSTALLATION ANCNIORS.FLAT HEAD WOOD EXTERIOR SUBSTRATE VARIES.SEE INSTALLATION ANCHORS.FLAT HEAD WOOD
FINISH BY ANCHOR SCHEDILE ON SCHEDULE ON SHEEP 2 FOR FINISH BY ANCHOR SCHEDULE ON SCREW SHOWN,SEE ANCHOR SCHEDULE FINISH BY ANCHOR SCHEDULE ON SCREW SHOWN.SEE ANCHOR.SCHEDULE F-• �u
OTHERS 7 SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX OTHEP.S 7 HEET 2 FOR ON SHEET 2 FOR ADDITIONAL OTHERS 7 HEET 2 FOR ON SHEET 2 FOR ADDITIONAL
1 REQUIREMENTS. HEAD SCREW INSTALLATION. 1 N UIREMENTS. REQUIREMENTS AND HEX HEAD SCREW j/ REQUIREMENTS. REQUIREMENLS AND HEX HEAD SCREW W F g
INSTALLATION. INSTALLATION. O
WE
1/4"MAX L1
. 1 4"MAX
w �
. .
rSHIM SPACE _ --�// —1 SHIM SPACE a
EEDEs
I
1 _� ❑— ,�J is r •; �> .�❑' r E��p,o . � o ❑ � ,� i
PERIMETER - - PERIMETER - PERIMETER
SEALANT BY SEALANT BY SEALANT BY 1�4"MAX. N
OTHERS OTHERS OTHERS SF11LA SPACE J of 2= O
C a o L
aZ
O W O W
LAMI-ICU GLAZING J rD Z Q
LA.MI-IGU GIALNG LAMI-IGU GLAZING DETAIL A SHOWN F' , g "K
DETAIL A SHOWN u V m(7
DETAIL A SHOWN — LJ _J O Z
(1YP).SEE SHE9 -:._.❑ .-..❑ c_� (tYP).SEE SHEET --._. ❑ --. ❑ - ❑ ).SEE SHEET O O a.O c_� 171-->6 Z p i qq
y, CJ w Z�1- c Ifi I W N Q N K i
EXTERIOR INTERIOR EXTERIOR INTERIOR ES 'RI( INTERIOR = H' > JD
^
0
❑ � ❑ � � a . ❑ a � ❑ a �_ Da _ � m
IT
"EAL EXPOSE - �dw r
TOP OF SEAL EXPOSED
TOP OF FLAT �.j Ll
HEAD SC NS HEAD SCP,EWS = W � [t
STRUCTURAL AT ALI ILL AT ALL SILL m 2
ADHESIVE.SEE AN RS WITH ANCHORS WITH ur ;1
'.-ONE F
INSTALLATION SEALANT SILICONE 9'
5 9
NOTE 24
EALANT
SHEET ON _ H4
GENERAL NOTE B PERIMETER Ad}
ON SHEET 1 AND SEALANT BY
INSTALLATION OTHERS _
NOTE 6.1 ON -
_ SHEET 1 FOR
REQUIREMENTS.
STRUCTURAL j e L PERIMETER
(offADNSTALL SEE I'do
.'i � SFN.AIJiBY U �iJ� EAlAfJ Bt
INSTALLATON � 7 t�7Rv� 7� OTF{ER$ °)TSIJ 7I�IIUJJI �l�(1JLf OTHERS �I NOTE EE OH `o " UJ� � �SHEET 4,
GENERAL NOTE 9
ON SHEET 1 AND /
INSTALLATION
NOTE 6.1 ON
SHEET 1 FOR
REOUIRFIAENTS ::' STRUCTURAL ADHESIVE UNDER ''
SUBSTRATE VARIES.SEE SU IRATE VARIES.SEE INSTALLATION ANCHORS.FLAT SUBSTRATE VARIES.SEE
ANCHOR SCHEDULE ON SILL SEE INSTALLATION NOTE 2.2 CHOR SCHEDULE ON HEAD WOOD SCREW SHOWN.SEE ANCHOR SCHEDULE ON INSTALLATION ANCHORS.FLAT HEAD Robert J.Amoroso,P.E.
FINISH R SHEET 2 FOR ON SHEET M1,GENERAL NOTE 9 EXTERIOR SHED 2 FOR ANCHOR SCHEDULE ON SHEET 2 EXTERIOR SHEET 2 FOR WOOD SCREW SHOWN.SEE ANCHOR FIadda P.E.No.49752
FINISH BY REOUIREMENTS. ON SHEET I AND INSTALLATION FINISH REQUIREMENTS. FOR ADDM04AL REQUIREMENTS FINISH
BY REQUIREMENTS. SCHEDULE ON SHEET 2 FOR
OTHERS NOTE 6.1 ON SHEET 1 FOR OTHE AND HEX HEAD SCREW OTHERS ADDITIONAL REQUIREMENTS AND HEX
REQUIREMENTS. INSTALLATION. HEAD SCREW INSTALLATION,
T o �� I°❑ °a � °u o ❑
=I_En
I� c fJ L —J c� a �� u ❑! v Ll
FRAME WIDTH 6,90' �1 Vo—FRAME WIDTH B.R6'— o-I I FRAMEVADTH tD.96" sl
FRAME WIDTH FOR 2-TRACK,3-TRACK AND 4-TRACK
SILL SHOIVN.APPLICABLE TO HEAD AND,IAMBS
m_
SERIES 9700 SLIDING GLASS DOOR p
B APPLICABLE 4-TRACK XXXX & XXXO DOOR CONFIGURATION
EXTERIOR FINISH
BY OTHERS HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS N
PERIMETER PERIMETER
SEALANT BY SEALANT BY— , F =❑
OTHERS OTHERS U um R
a
Of
CL
LAMI—ICU GLAZING "�A"" ❑ ❑ �yny �� f� o
\ DETAIL A SHOWN ,t
(TYP).SEE SHEET
SUBSTRATE VARIES.SEE Y:VT7;T3TOTD oO -- —v �� �� 0 m o
O ANCHOR SCHEDULE ON EXTERIOR lid Y® ,}rr ❑ ❑ U R I�
SHEET 2 FOR ` w S O
REQUIREMENTS. J ^�rn m g=
u. INSTALLATION ANCHORS.
U FIAT HEAD WOOD SCREW SUBSTRATE VARIES.SEE Q O
SHOWN.SEE ANCHOR �++ ANCHOR SCHEDULE ON O Q rn
fI SCHEDULE ON SHEET 2 FOR SHEET 2 FO f) K?6 m z to
Ciu ADDITIONAL REQUIREMENTS REQUIREMENTS. a N M g 0 2 Zo q
l AND HEX HEAD SCREW — �I 4qy N
J � wsTALLAT1oN. O C�a 11Y
"o
� ❑ ❑ INSTALLATION ANCHORS.
EA FIAT - Q 0 S c F
HD W000 SCREW SHOWN.
�O ��� SESHEETT 2 FOR ADDITIONAL
fCHEDULJ
\ C.� .>�_, REQUIREMENTS AND HEX HEAD Z m W
INTERIOR
SCR INSTALLATION.,/F"VAX'
3 ¢U
I TERIOR SHIM SPAGE—� = w G
4�—HIM PACE Note 1: nel fixed by #8FH x 1.25", 3" from each " �� ®'Fa!
SHIM SPACE
corner and hen 8" on center. ONLY REQUIRED WHEN & a
XXXO OR OXX CONFIGURATION WITH FIXED PANEL IS USED.
Note 2: Interlock ed by #8FH x 1.5", 3" from each "
corner and then 14 n center.
s
RnUr,It J.Aroo—.,P.E.
Flondo P.E.No.49752
B SERIES 9700 SLIDING GLASS DOOR � F
a
7� - APPLICABLE 3-TRACK XXX & XXO DOOR CONFIGURATION w
EXTERIOR FINISH BY OTHERS HORIZONTAL CROSS SECTIONS w o
PERIMETER EXTERIOR FINISH BY OTHERS O o 0 0
SEALANT BY PERIMETER
OTHERS LAM]-IGU GLAZING SEALANT BY
o
DETAIL A SHOWN OTHERS
(I MP). SEE SHEET \\\ a
I.S2
\\ r EXTERIOR Z m o
� a u_
5O
NEll n
SUBSTRATE VARIES. SEE
ANCHOR SCHEDULE ON �"E
J fII
SHEET 2 FOR \�\\\ ixm x lY eei°w. SUBSTRATE VARIES. SEE O q m oN
REQUIREMENTS. �\ �]l� rrusv. ❑ ❑� ANCHOR SCHEDULE ONa 3
SHEET 2 FOR-----�� a W�g Z ¢ Z 4
F-JO REQUIREMENTS. `,_� + q m u tv m Z
Q N ,
INTERIOR.INSTALLATION ANCHORS. INSTALLATION ANCHORS. FLAT z. cr ro 1s
FLAT HEAD WOOD SCREW r; HEAD WOOD SCREW SHOWN. Q-+ X
SHOWN. SEE AN C °O Q� �G ICl° SEE ANCHOR SCHEDULE ON O X yg,
SCHEDULE.ON SHEET 2 SHEET 2 FOR ADDITIONAL �� u 4
FOR ADDITIONAL L�] REQUIREMENTS AND HEX HEAD (Lw--e=
REQUIREMENTS AND HEX SCREW INSTALLATION. h N ql. `•
HEAD SCREW
INSTALLATION. II
_.Il.— MAX. Note 1: Panel fixed by #8FH x 1.��", 3" from each
SHIM SPACE t"
corner and then 8" on center. ONLY _QUIRED WHENy,
XXO OR OXX, CONFIGURATION WITH FIXED ANEL IS USED.
Note 2: Interlock fixed by #8FH x 1.5", 3" om each r
corner and then 14" on center.
Robart J.Morusu,P.E.
Florida P.E No.49752
m �
� a
SERIES 9700 SLIDING GLASS DOOR
APPLICABLE 2-TRACK XX & X® DOOR CONFIGURATION 0 �m
W �o
HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS cc:
ka °
EXTERIOR FINISH BY OTHERS
PERIMETER PERIMETER
SEALANT BY SEALANT BY
( OTHERS EXTERIOR OTHERS --' \
p� oo0 _L $N
N SEE `
\\ NOTE 2 _ SEE UUU G N j
\ LAMI—IGU GLAZING EELMV. ❑ ❑ NOTEi => oa 00
DETAIL A SHOWN eELouv.
SUBSTRATE VARIES. SEE \ (lYP.) SEE SHEET nn I �j ¢m N J
z
ANCHOR SCHEDULE ON 9• o — w m° z ? p a
SHEET 2 FOR-- QDpo �QQ � u z
REQUIREMENTS. n d >>a z
9 SEE �W Z�0 u
NOTE 2 W Q N
INSTALLATION ANCHORS. EELcvt SUBSTRATE VARIES. SEE _ F o ?c
FLAT HEAD WOOD SCREW ❑ ❑ ANCHOR SCHEDULE ON _ a ti o z-0
SHOWN. SEE ANCHOR �1 SHEET 2 FOR 0 o
SCHEDULE ON SHEET 2 (� 4 0� r_�Q �d REQUIREMENTS. n \ O P Y , {}a14
FOR ADDITIONAL fl/7 z v�0 °�`,�
REQUIREMENTS AND HEX —� L' J \��\ = iE y
�T
NSTALLATIION. 1/4" MAX. INTERIOR ��_ 1/4" MAX. N �IF�'S�!
SHIM SPACE INSTALLATION ANCHORS. FLAT HEAD SHIM SPACE ""a'2
WOOD SCREW SHOWN. SEE ANCHOR
SCHEDULE ON SHEET 2 FOR °"d �'.
ADDITIONAL REQUIREMENTS AND HEX x n'
HEAD SCREW INSTALLATION. _
Note 1 : Panel fixed by #8FH x 1 .25", 3" from each
corner and then 8" on center. ONLY REQUIRED WHEN
XO OR OX CONFIGURATION WITH FIXED PANEL IS USED.
Note 2: Interlock fixed by #817H x 1 .5", 3" from each
corner and then 14" on center.
R111,1 J.l--.P.E.
Flondo P.E.No.49752
>f
N
O ni
O1
Lu
9
N
V
7 F 8
O oW
CL R
a ?
If
m
1.0" 1.0" ro g z O
NOMINAL NOMINAL g °'
LAMI IGU LAMINATED LITE: 3/16" LAMI IGU LAMINATED LITE: 3/16" v k
HEAT TREATED GLASS x ANNEALED GLASS x G o n
0.075 VANCEVA 0.090 SAFLEX PVB 0
INTERLAYER BY INTERLAYER BY >-
3/16" EASTMAN CHEMICAL x 3/16" EASTMAN CHEMICAL x 0¢
TEMPERED 3/16" HEAT TREATED TEMPERED 3/16' ANNEALED o m 5 a ,= z
GLASS GLASS GLASS GLASS 4 m cn C, ' z a
0.375" SPACER 0.375" SPACER a�>a z y
DURASEAL AIR SPACER (OUANEX) DURASEAL AIR SPACER (QUANEX)
SNAP-IN SNAP-IN = e
RIGIDk
RIGID I
VINYL VINYL a aGLAZING GLAZING ❑ OBEADNEOPRENE SETTING BEAD NEOPRENE SETTING
BLOCKS WITH 70 TO BLOCKS WITH 70 TO
90 SHORE A 90 SHORE A
DUROMETER DUROMETER
HARDNESS HARDNESS �u
EXTERIOR INTERIOR EXTERIOR INTERIOR "
GLAZING DETAIL A GLAZING DETAIL B
LAMINATED IGU LAMINATED IGU
IN7T;Rf0R GLAZID WIT91 DOW 995 RACK-RIDDING INTERIOR 01.A7-ED WYf6I DOW 995 RACK-BEDDING Robert J.Amoniso,P.E.
Fl.nda P.E.No.49752
a
m
Part Color 4TY Description/Part No. lVendorlVendor Part No. o
Vinyl
MainFrameCw CW 4 Main Frame, Cream White Vision 3800 �LL
MainFrameALM ALM 4 Main Frame,Almond Vision 3800 o
pE
MainFrameSS SS 4 Main Frame, Sand Stone Vision 3800 ii oW ti
PaneICW CW 16 Main Sash, Cream white Vision 1219 r
PaneIALM ALM 16 Main Sash,Almond Vision 1219
PaneISS SS 16 Main Sash, Sand Stone Vision 1219
InterLockCW CW 6 Interlock Vision 1221 J o
InterlockALM ALM 6 Interlock Vision 1221
InterlockSS SS 6 Interlock Vision 1221 G a
TrackcoverCW CW 6 Track Cover Vision 1500 °`^ N J
TrackcoverALM ALM 6 Track Cover Vision 1500 < z
d Z z y
TrackcoverSS SS 6 Track Cover Vision 1500 C w Z o
GIazBCW CW 16 Glazing Bead, Cream White Vision 2364 =W~ m
o�-
GlazBALM ALM 16 Glazing Bead,Almond Vision 2364
GlazBSS SS 16 Glazing Bead, Sand Stone Vision 2364 z N ALL€
3 it
ScrenTrack 1 iScreen Track Alum Tifton T-12309
DoorTrack 3 Door Operable Track Alum Tifton T-61704
FixPanelRiser 1 Fix Panel Riser Alum Tifton T-61705 �n
ThresholdCover 3 Threshold Cover alum Tifton T-61706
SillRiser 1 Sill Riser 1.87 Tifton T-10269
Reinforcements
PanelReinf 16 Panel Reinforcement Tifton T-51344
CornerReinf 16 Panel Corner Reinforcement Tifton T-51344 Robert J.A—r—,RE
Florida RE No.AJi 52
HeadBlock 2 Head Block(Operable panel 2&3 at meeting rail) Tifton T-10267
s
Part FColorl QTYJ Description/Part No. Vendor Vendor Part No. R
Hardware d
Handleinside 1 Inside Handle CD-600 _
Handleoutside 1 Outside Handle CD-571 LUULL
�F s
Mortislock 1 Mortis Lock, 2 Pt M002457/M002459 a k w
Keeper 1 Keeper M00557/M00559 ID
KeeperShim 1 1 Keeper Shim, .250 L p 11
Roller 2 SGD Roller Custom TA 88-PRSSN-166-MR
SGDBum er 1 SGD Bumper Shim R
Frame Gasket 2 4 Trk Frame Gasket
>> St y
� S W gFg
O d
Screws
6 M Q"D W
z
Roller Screws 2 #8Fh x 1 r roller J d W -a °
Keeper Screw 2 #1013h x 1 i;w z z
Mortis #8Fh x 1 U,~~=N W
o
o0 rn
Astragal Screw 8 #101-lex x 3 Drill Pt, 3"from end & 14"on center o
Interlocks 8 #8Ph x 1 1/2 Drill pt screw, 3"from end& 14"on center z
Fix Panel 8 #8Ph x 1 1/2 Drill pt screw, 3"from end& 14"on center µ ':
Fix Panel Bracket 6 #8Ph x 3/4 Drill pt, 2 sill, 4 sides
Head Block Screw 2 #8Ph x 1 1/2 Drill Pt Per block � F'
Wstp
Frame Wstp s 0.270bk x 0.290ht , 4 rows, Head, sill and Jamb
Interlock Wstp z 10.270bk x 370ht, 2 rows per interlock
Screen RO,,t J.Moiu-,P.E.
Screen Frame 4 9700 SGD Screen Frame Shapes rIorida P.E.No.4Ui52
Corner Key 4 Screen Corner key Vision 10310
Screen Handle Internal Blk 1 Screen Handle Internal Vision 1449-02
Screen Handle External Bik 1 Screen Handle External Vision 1449-01
Screen Handle Lock 1 Screen Handle lock Vision 1449-04
Screen Lock button Bk 1 Screen Handle Lock button Vision 1449-03
Screen Keeper 1 Screen keeper Vision 52401-1