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Home My WebLink AboutProduct Approval; Sliding Exterior Door AssembliesFlorida Building Code Online BCIS Home Log In ! User Registration I Hot Topics g p' Submit Surcharge • ! • • t i g . Stats &Facts Publications I Contact Us ; BCIS Site Map Links .Search d.;� ... Florida . 1;t4. ''� Product Approval �, �j USER: Public User . .. Product Aonroval Menu > Application Detail .. •° _ FL # FL30505-R1 Application Type. Revision. Code Version 2020 Application Status RECEIVED Approved *Approved by DBPR. Approvals by DBPR shall be reviewed and ratified.by SEP 2 2 2021 the POC and/orthe Commission if necessary. Comments St, Lucie County Permitting Archived .. p Product Manufacturer.: Shwinco Architectural Products, LLC . Address/Phone/Email 171 Jet Services Way: Dothan, AL 36303 (334)556-1000. engineering@shwinco.com Authorized Signature Keith Schneider engineering@shwinco.com .. ... Technical .Representative, • " .Josh Lowe Address/Phone/Email 17-1. Jet Services Way Dothan, AL 36303 : .. (334) 556-1000: engine(irihg@sh'winco.com Quality•Assurance Representative Josh Lowe Address/Phone/Email 171 Jet Services Way Dothan, AL 36303 (334)556-1000 engiheering@shwInc6..com Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Institute National Accreditation & Management Validated .By National Accreditation & Management Institute Referenced Standard and Year (of.Standard) ''Standard Year AAMA/WDMA/CSA 101/I.S.2/A446 2011 AAMA/W.DMA/CSA 101/I.S.2/A446 2017 ASTM E1886-2013a 13a ASTTM E1996-2014a 14a TAS 201 1994 TAS 20.2 1994 TAS 203 1994 hops://www.floridabuilding.org/pr/pr_app_ d.aspx?param=wGEVXQwtDgvkxlowF%2bRZxto9soXRYcou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[3/16/202110:47:40AM] Florida Building Code Online Equivalence.of Product Standards Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida .Licensed: Professional Engineer or Architect FL30505 RI Eauiv EERNo2612 Revi 9700 •SGD ss.6ddf, Method 1 Option A 09/27/2020 09/29/2020 10/07/2020 Summary.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 NIO14461 OXXX-A-XXXO:[Ldf 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 IT SHWO003 R vA Series-9700 ,D OXXXAXXXO HVH ca.pdf Verified By: Robert J.'.Amoruso, P. E. FL P. E: No.:49752 A-XO (2-Track), OX-A-O (2-Track), 0-A-XO (2- Track): Created:by Independent Third Party: Yes s. Evaluation Reports FL30505-R1 AE PERNo2612"Revf 9700 SGD ss.12df Created by Independent Third Party: Yes 30505,2 lGlass'Door eries 9700'Vinyl Sliding Series 9700 Vinyl Sliding Glass Dodr,(4-Track, OXX X; XXXO),=DP = 50 psi' ` Limits of U'se CertificationA Agency Certificate 9 Y _ Approved for use in HVHZ: Yes FL30505 Rf'C' CAC NT014461.01 OXXXX-PVB.Odf .Approved for use outside HVHZ: Yes" Quality. Assurance Contract. Expiration Date Impact Resistant: Yes.: , 05/31/2023 Desigii:Pressure: +50/-50 Installation Instructions Other6'Envelopes OXX& XXXO (4=Track),._ "FL30505 Ri- IT SHW0004 RevA'"Series 9700 SGD 'OXXX'HVHZ ss.=: Verified By: 'Robert J: •Amoruso, P. E. FL: P. E. No. 49752 OXX & XXO (3,-Track) and OX & XO (2=Track):. Laminated glass using-0.090 Saflex PUB B y..:::' Created.by Independent Part :Yes. ;: ' P , Y .. EastmanChemical. Evaluation Evaluation Reports FL30505 R1 ,AE PERNo2612 Rev1. 9700 SGD ss.odf 30505.3 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Glass Door (4-Track; OXXX, XXXO), DP '= 65 psf Glass:Door Limits of Use Certification. Agency Certificate Approved for use: in HVHZ: Yes FL30505 R1 C CAC NI014461.02 OXX5(-Van.1df 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), F130505: Al II SHW0004.-116A.:Series 9700 SGD .OXXX::HVHZ ss.1df Verified By: ;Robert J. Amoruso, P.E. FL: P. E. No. 49752 OXX & XXO.(3=Track) and OX & XO (2 Track). Laminated glass using:0.075 Vanceva By- Created by Independent Third Party: Yes Eastman Chemical. Evaluation Reports F[30505 R1 AF PFRNo2612 Revi :9700 SGD ss.[2 Created by Independent Third Party; Yes .��__.X_ _JL__J._x.��-J, -A-A��_x— __X_JX-I—�� 0 Contact Us ;: 2601 Blair Stone Road. Tallahassee FL 3231 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrioht 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement Refund Statement Under Florida law, email addresses. are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic https://www.floiidabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQivtDgykxlowF%2bRZxto9so>2Ycou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[3/16/202110:47:40AM) 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 850.487.1395. *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 emalls 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 tie made available to the public. Todetermine if you are a licensee under Chapter 455, F.S., please click here . product Approval Accepts:: . M O 99 M .. ... Credit. Card: Safe https://wnvw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvkxlowF%2bRZxto9so?Q2Ycou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[3/162021 10:47:40 AM] NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI014461.02.:. OWEaY'2 DATE: 07/17/2019 N= 1 CERTIFICATION PROGRAM: Structural COMPANY:. Shwinco CODE:. 1972_4 ... '�'e4is+rci�t'_ .n c�9nF1ED PRD�J ':1 To. verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure thafthe product is active and currently.listed. This certification represents product conformity to.the applicable specification and that certification criteria has been satisfied. ANAMI 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- S hwinco Architectural Pro ucts,- LLC Series "9700;4-Track" 171. Jet Services Way .:. :. Vinyl:Sliding Glass Door.. Dothan, AL 36303 Confi uration:OXXX. g Glazing: IG-3/16" Tempered Glass/3/16" Heat Strengthened Glass/0..075'' Saflex Vanceva. Interlayer/3/16" Heat Strengthened Glass Framer W-4.883mm(192.2Y):' H-2426mm(95.5"). Vent: W-1308mm(51.5") H-2356. .(92.75") DLO:: W-1032mm(40.63) H;2080mm(81.88 ) :..::SPECIFICATION ...... PRODUCT RATING..... AAMA/WDMA/CSA 101/I.S.2/A440-17 Class LC-PG65 4883 x 2426_(192 x 96)-SD: AAMA/WDMA/CSA:101/I.S.2/A440-11.: - _ Design Pressure: f3112 Pa (65: ps f); ASTM'E1886-13a/ASTM E1.996-14a Water Penetration Resistance:TestPressure: 510 Pa (10.65 pso TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile. Impact Rated. Product Tested By: UL; LLC::: Report No: SV31355-20190517=C 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 Fax: (804) 684-5122 ■ Product Evaluation Report Rule 61G20-3 F.A.C. I Report No. 2612, Rev. 1 I Project No. 420-0402 1 V15/20 1 Page 1 of 3 Product Manufacturer Product Name, Model and/or Description Shwi.nco Architectural Products, LLC Series 9700 Vinyl Sliding Glass Door - LMI 171 Jet Services Way Dothan, AL 36.303 Code: Current Edition of the Florida. Building Code including the 7th Edition (2020).F.lorida 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); OX7A-0 (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.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: ' e ..Insulated unit-(1" overall):. • Glass thickness: 1-inch IG; 3/16T-.375 dura seal airspace- 3/16H(0.075:Vanceva)3/16H • Type of glass: Laminated • Type of spacer: .315 dura seal air spacer - • :Type of sealant: Drop glazed using DOW995 Interior Glazing leg with external snap in :glazing bead. o PTC P rod uct: Design Group Drawing No.'SHW0003, First Issue, dated 8/2/19; signed: and sealed by Robert J. Arhoruso,. 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- Repo rt-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 j PO Box 520775 1 Longwood, FL 32752-0775 �S� 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 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.JL 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/A440717, 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 Jura 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.DOW9.95 Interior Glazing leg with external snap in :.:glazing bead. o PTC Product Design Group Drawing No. SHW000.4; First Issue, dated 8/2/19, signed and sealed by Robert J. Amor.uso, 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/WD.MA/CSA 101/I.S.2/A440717, 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/321-690-1788 1 FBPE Certification of Authorization No. 25935 Product. Evaluation Report Rule 61G20-3 F.A.C. Report No. 2612, Rev. 1 1 Project No. 420-0402 1 7/15/20 1 Page 3 of 3 • . Testing Application Standard (TAS) 203-94 Limitations It 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 - • 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/orASCE 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.a:uthority 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 RobertJ. 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, LLCand RobertJ. Amoruso; P.E. do not have; nor will acquire any financial interest in any other enti:ty: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 j PO Box 520775 1 Longwood, FL 32752-0775 PI L 321-690-1788 FBPE Certification .of Authorization No. 25935 SHWINCO ARCHITECTURAL PRODUCTS, LLC SERIES 9700 VINYL SLIDING GLASS DOOR - HVHZ INSTALLATION NOTES: 1. PRODUCT ANCHORS SHALL BE AS DESIGNATED AND LOCATED AS SHOWN IN THIS PRODUCT EVALUATION DOCUMENT. ANCHOR EMBEDMENT AND EDGE DISTANCE EXCLUDE WALL FINISHES, INCLUDING BUT NOT LIMITED TO STUCCO, FOAM, BRICK VENEER AND SIDING. 2. SEE INSTALLA TION ANCHOR SCHEDULE ON SHEET 2 FOR TYPE AND GRADE OF ANCHOR, AND/OR MANUFACTURER'S ANCHOR SPECIFICATIONS, INCLUDING MINIMUM NOMINAL SIZE, MINIMUM EMBEDMENT INTO SUBSTRATE AND MINIMUM EDGE DISTANCES. 2.1. EDGE DISTANCES SHALL BE MEASURED FROM CENTERLINE OF ANCHOR TO EDGE OF STRUCTURAL SUBSTRATE EITHER TO THE INTERIOR OR EXTERIOR OF THE FENESTRATION PRODUCT. 2.2. MINIMUM EMBEDMENT SHALL BE BASED ON PENETRATION INTO MAIN WIND FORCE RESISTING SYSTEM SUBSTRATE. 2.3. ALL INSTALLATION ANCHORS SHALL BE MADE OF A CORROSION RESISTANT MATERIAL OR HAVE A CORRISION RESISTANT COATING. 3. WOOD BUCKS SHALL HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 4. DISSIMILAR MATERIALS INCLUDING FASTENERS THAT MAY COME INTO CONTACT SHALL HAVE BEEN PROTECTED AS DEFINED IN THE CURRENT EDITION OF THE FLORIDA BUILDING CODE. 5. INSTALLATION DETAILS 5.1. SEE SHEETS 3 AND 4 FOR ELEVATION DETAILS. \ 5.2. SEE SHEETS 5 THROUGH 8 FOR SECTION VIEWS OF SPECIFIC ANCHOR INSTALLATION DETAILS. 5.3. SEE SHEET 9 FOR GLAZING DETAILS. 6. TWO (2) INSTALLATION ANCHORS ARE REQUIRED AT EACH ANCHOR LOCATION SHOWN IN ELEVATION DETAILS (SHEETS 3 AND 4) AT 2-TRACK, &TRACK AND 4-TRACK HEAD, SILL AND JAMB EXTRUSIONS. 6.1. EXCEPTION FOR 2-TRACK XX AND XO CONFIGURATION. 1/4"FILLET PERIMETER BEAD OF STRUCTURAL ADHESIVE SHALL BE USED IN LIEU OF INSTALLATION ANCHORS AT THE SILL. SEE SHEET 4 FOR MORE DETAILS. BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL SILICONE ADHESIVE. ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE T L THE NUMBER OF INSTALLATION ANCHORS IS BASED ON THE MAXIMUM END DISTANCE (ED) AND THE MAXIMUM ON CENTER (O.C.) SPACING 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. 7.3. FOR DOOR SIZES SMALLER THAN THOSE SHOWN, ANCHOR QUANTITIES CAN BE REDUCED WHILE MAINTAINING EDGE DISTANCE AND O.C. SPACING REQUIREMENTS. 7.4. ANCHOR QUANTITIES AND SPACING SHOWN ARE BASED ON THE LOWER OF ANCHOR SPACING USED IN TESTING OR REQUIRED BY LOADING AT DESIGN PRESSURE. 7.5. SEE EMBEDMENT AND EDGE DISTANCE DESCRIPTION ON SHEET 2. 8. MAXIMUM ALLOWABLE SHIM THICKNESS IS 1/41NCH. SHIM WHERE SPACE OF 1/161NCH OR GREATER OCCURS. SHIM(S) SHALL BE CONSTRUCTED OF WOOD COMPOSITE, HIGH DENSITY PLASTIC OR SIMILAR LOAD BEARING MATERIAL. 9. FOR CONCRETE BLOCK APPLICATIONS DO NOT INSTALL INSTALLATION ANCHORS INTO MORTAR JOINTS. 10. INSTALLATION ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH ANCHOR MANUFACTURER'S INSTALLATION INSTRUCTIONS AND ANCHORS SHALL NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS THAN THE MINIMUM STRENGTH SPECIFIED IN THE INSTALLATION ANCHOR SCHEDULE ON SHEET 2. INSTALLATION ANCHORAGE DETAILS GENERAL NOTES: 1. THIS PRODUCT HAS BEEN TESTED, EVALUATED AND DESIGNED TO THE DESIGN PRESSURE(S) STATED HEREIN IN ACCORDANCE WITH THE REQUIREMENTS OF THE CURRENT EDITION OF THE FLORIDA BUILDING CODE INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ). THIS PRODUCT CAN BE USED IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). 2. THE PRODUCT DETAILS CONTAINED HEREIN ARE BASED UPON SIGNED AND SEALED UL TEST REPORT NO. SV31355-20190517-REPORT-B & SV31355-20190517-REPORT-C AND ASSOCIATED LABORATORY DRAWINGS BY NATIONAL CERTIFIED TESTING LABORATORIES. 2.1. PERFORMANCE STANDARDS USED IN TESTING FOR HVHZ LOCATIONS WERE TAS 201-94, TAB 202-94 AND TAB 203-94. 2.2. PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMA/WDMA/CSA 101/1.5.2/A440-11. ASTM ElB86-13a. AND ASTM E1996-14a. 3. ADEQUACY OF THE EXISTING STRUCTURAL CONCRETE / MASONRY AND 2X FRAMING FRAMING 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. 4. 1X AND 2X BUCKS (WHEN USED) SHALL BE DESIGNED AND ANCHORED TO PROPERLY TRANSFER ALL LOADS TO THE STRUCTURE. BUCK DESIGN AND INSTALLATION IS THE RESPONSIBILITY OF THE LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT ACTING AS THE DESIGN PROFESSIONAL OF RECORD FOR THE PROJECT OF INSTALLATION. 5. THE PRODUCT SHOWN HEREIN WAS TESTED WITH IMPACT PROTECTIVE GLAZING SHOWN IN DETAIL AAND BON SHEET 11 FOR LARGE MISSILE IMPACT (SMALL MISSILE IMPACT ENVELOPED) IN THE HIGH VELOCITY HURRICANE ZONE (HVHZ). WHEN INSTALLED IN LOCATIONS WHERE WINDBORNE DEBRIS PROTECTION REQUIREMENTS EXIST, THIS PRODUCT DOES NOT REQUIRE OPENING PROTECTION. 6. 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. 7. MATERIALS 7.1. FRAME MATERIAL: EXTRUDED RIGID PVC BY VISION EXTRUSIONS LIMITED APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE. 7.2. LAMINATED GLAZING INTERLAYER: EASTMAN CHEMICAL CO. SAFLEX PVB AND VANCEVA APPROVED PER CURRENT MIAMI-DADE NOTICE OF ACCEPTANCE. 7.3. GLASS MEETS THE REQUIREMENTS OF ASTM E1300-09a AND EXCEEDS THE DESIGN PRESSURES ON SHEETS 3 AND 4. 8. DESIGNATION "X" STANDS FOR OPERABLE PANEL AND "'0" STANDS FOR FIXED PANEL 9. INTERIOR AND EXTERIOR FINISHING AND PERIMETER SEALING ARE FOR ILLUSTRATIVE PURPOSES ONLY. THESE DRAWINGS CERTIFY THE DOOR INSTALLATION ONLY. WATERPROOFING OF THE INSTALLED DOOR IS NOT PART OF THIS INSTALLATION CERTIFICATION. WATERPROOFING SHALL BE THE RESPONSIBILITY OF THE INSTALLER. 9.1. PERIMETER AND JOINT SEALANT BY OTHERSTO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMA/AAMA/WDMA PROTOCOLS. 9.2. SEE INSTALLATION NOTE 2.2 ON SHEET 4 FOR STRUCTURAL ADHESIVE REQUIREMENTS FOR 2-TRACK SILL INSTALLATION. 10. SEE SHEETS 3 AND 4, GENERAL NOTES FOR APPROVED CONFIGURATIONS. 11. SEE SHEETS 3 AND 4 FOR DESIGN PRESSURE BASED ON GLAZING REQUIREMENTS AND ASSOCIATED ANCHOR REQUIREMENTS. TABLE OF CONTENTS SHEET SHEET DESCRIPTION 1 GENERAL NOTES, INSTALLATION NOTES, TABLE OF CONTENTS 2 ANCHOR SCHEDULE- EMBEDMENT & EDGE DISTANCE -ANCHOR INSTALL 3 4-TRACK XXXX & XXXO DOOR ELEVATION - ANCHOR LAYOUT 4 2-TRACK XX & XO DOOR ELEVATION -ANCHOR LAYOUT 5 2, 3 AND 4-TRACK VERTICAL SECTIONS 6 4-TRACK XXXX & XXXO HORIZONTAL CROSS SECTIONS 7 3-TRACK XXX & XXO HORIZONTAL CROSS SECTIONS 8 2-TRACK XX & XO HORIZONTAL CROSS SECTIONS 9 GLAZING DETAILS 10 & 11 BILL OR MATERIALS Robert J. Amoroso, P.E. Floritla P.E. No. 49752 115 o aE S a o z z a O z INSTALLATION ANCHOR SCHEDULE FASTENER HEAD FASTENERSIZE SUBSTRATE(4) FRAME. COMPONENT MANUFACIURERAND/OR .MIN. MIN. EDGE ANCHOR CAPACITIES BASED TYPE (S) - SPECIFICATION EMBEDMENT (IN) DLSTANCE (IN) ON CONCRETE HEAD, SILL AND IAMBS ITW TAPCONS(1) 1-1/2 1-1/8 MIN. 2500 PSI CONCRETE HEX HEAD 3/16" MASONRY STRENGTH CONFORMANCE TO (BLOCK/CMU) JAMBSONLY ITW TAPCONS(1) 1 : 2 - ASTM C-90, MEDIUM WEIGHT, DENSITY> 117 PCF FLATHEAD NO.10 WOOD HEAD, SI LLAND IAMBS AN51018.6.1(WOOD SCREW) (2 .1-1/2 - d/4; WOODWITII AMINIMUM ASMEBI8.6.4 (TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42 NOTES: _ 1) WHEN ITW TAPCONS ARE USED FOR CONCRETE/MASONRY INSTALLATION, THEYSHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE.. 2) FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE; IF 5PUTTING IS ACONCERN, DRILLO.112" PILOTHOLE(DRILL SIZE 34). - -' 3) FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPLITTING IS A CONCERN, DRILLO.121" PILOT HOLE(DRILLSIZE 31). 4) FOR CONCRETE/CMU SUBSTRATES, IX WOOD BUCK 15 OPTIONAL - - - 5 SEE"WOOD AND CONCRETE SCREW FRAME ANCHORAGE REQUIREMENTS" ILLUSTRATION BELOW FOR HEX HEAD CONCRETE AND FLATHEAD WOOD SCREW INSTALLATION IN VINYL EXTRUSION. 0 V N NOTE A & B ❑ ❑ D O 0LU F If�I sm U LJ O .r. SILL. SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS . CONCRETE ( APPLICABLE TO HEAD, SILL AND JAMBS- SUBSTRATE < J - NOTE A. SILL (SHOWN) —CONCRETE SUBSTRATE _ . .. .. .. — .. 1.) . PREDRILL FOR 3/.16 .TAPCON SCREW (5/32 T 20 DRILL BIT) ' ' _ 2) CLEAN SURFACE'OV ALL CONCRETE DUST AND OILS O _• _ 3) � FILL PREDRILL'FLOLE WITH SEALANT O $ - .. :... 4) INSTALL HEX HEAD SCREW THRU FIRST :VINYL WALL, AS SHOWN O: 0 ¢ �m 3 L ... . 5) COVER SCREW HEAD WITH 'SEALANT .' a m ' NOTE B, HEAD & JAMB (NOT.SHOWN) —CONCRETE OR MASONRY SUBSTRATE wm C7L C91 _ 1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) z ¢ z i :2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN .. .. u Q O ( SUBSTRATE :.:.:.::::.:.:...:.:. VARIES. SEE C & Z w L �D o ❑ (� . ANCHOR .. NOTE:C. &,D — L SCHEDULE ON . /jw�� 2 SHEET 2 FOR. L R,EQUIR iLli 'NE 10 ------------ f L� O WOOD - SUBSTRATE t[J` SILL. SHOWN FOR, ILLUSTRATIVE PURPOSES. INSTRUCTIONS cc APPLICABLE TO HEAD, SILL. AND JAMBS. NOTE G. SILL (SHOWN) =WOOD SUBSTRATE IIN. 1) PREDRILL 3/16 HOLE EMB O 2) SURFACE SHOULD BE:CLEAN AND OIL FREE MIN: _ 3) FILL PREDRILL HOLE WITH SEALANT : . , EDGE❑ d(� O� - 4) INSTALL FLAT HEAD SCREW EVEN WITH VINYL. WALL, AS SHOWN MIN. MIN. DISTANCE 5) COVER' SCREW HEAD WITH SEALANT .EDGE. .. ED.Owe .. .. .. DI -' DIGTPNCE 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. EMDEBMENT WOOD AND CONCRETE SCREW FRAME ANCHORAGE MIMMUM EMBEDMENT AND EDGE DISTANCE • " FRAME ANCHORAGE' REQUIREMENTS 'IIBLOIIOH-1-FAML INSTALIA:l ION (NOTE 5 FROM ANCHOR SCHEDULE TABLE ABOVE) ' .. APPLLCABLL''1'U ILUAD, ULL(SHOWNIAND JAMDN(SLIOWN), ... - .. THROUGH-TTLAMF.INSFAII-ATION ' APPLTCABLR TO HEAD. SILL (SHOWN) AND JAMBS ' Robert J. AmOrLSO, P.E. Florida P.E. No. 49752 TION NOTES: 1. ANC R SPACING LOCATION TOLERANCES 1.1. ON NTER (O.CJ SPACING ANCHOR LOCATION TOL CE IS +/- 1". 1.2. EDGE AN RS ARE 3" MAXIMUM AS SHOWN. 1.3. CONCRETE HORS SHALL NOT BE SPACED LESS THAN 3" O.C. RE LESS OF STATED TOLERANCES. 2. ANCHOR QUANTITY PACING 2.1. HEAD AND SB_L 2.1.1. ANCHORS ARE PAC EIGHTEEN (18) WITH MAXIMUM I V ON CEN O.C.) SPACING. 2.1.2. EDGE ANCHORS ARE 3" 1M AS SHOWN. 2.1.3. ANCHOR QUANTITIES CAN BE UCED AS REQUIRED FOR SMALLER FRAMES LONG AS THE EDGE DISTANCE AND O.C. SPAC REQUIREMENTS ARE MET. 2.2. JAMBS 2.2.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM I I" ON CENTER (O.C.) SPACING. 2.2.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 2:2.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACING REQUIREMENTS ARE MET. Max. Frame Size: 192.25" x 95.5" Max. Panel Size: 51.5" x 92.75" Max. Daylight Opening Size: 40.63" x 81.88" GENERAL NOTES: 1. APPROVED DOOR CONFIGURATIONS INCLUDE THE 3" EDGE DISTANCE MID) 3" EDGE DISTANCE (TYP.) 10 %P\ 6 \ B. 7 11" O.C. SPACING (TYP.) 1� FOLLOWING. 1.1. XXXO AND XXXX, 4-TRACK I.I.I. ELEVATION SHOWN THIS SHEET. 3., EDGE 1.1.2. SECTION VIEWS ON SHEETS 5 AND 6. DISTANCE 1.2. 1 2 1 XXO AND XXX, 3-TRACK ELEVATION SIMILAR TO 4 TRACK (TYP.) 1.2.2. SECTION VIEWS ON SHEETS 5 AND 7. 2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SECTION VIEWS ON SHEETS 6 AND 7 ARE ALLOWED. 3. MAXIMUM FRAME AND PANEL SIZES 3.1. MAXIMUM FRAME SIZE IS 192.25" X 95.5" 3.2. MAXIMUM PANEL SIZE IS 51.55" X 92.75" 3.3. MAXIMUM PANEL DAYLIGHT OPENING (DLO) IS 40.625" X 81.875" 4. XXXO AND XXO DOOR CONFIGURATIONS SHOWN WITH FIXED (0) PANEL AT RIGHT JAMB IN EXTERIOR TRACK. 4.1. ACCEPTABLE TO ORIENT PANELS AS OXXX AND OXX WITH FIXED PANEL AT LEFT JAMB IN INTERIOR TRACK. 4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN EXTERIOR OR INTERIOR TRACK. 11 " MAX. O.C. SPACING (TYP) 5 192.25" MAX. FRAME WIDTH 3" EDGE DISTANCE (TYP) 11" MAX. O.C. SPACING (TYP) yyy V X X X C X C> X X 0 k SECTION B/8, 4-TRACK 4-PANEL: SECTION B/9, 3-TRACK 3-PANEL SERIES 9700 SLIDING GLASS DOOR - SILL ANCHORAGE SAME AS HEADER (ELEVATION SHOWN) XXXO 4-TRACK SYSTEM SIMILAR ARRANGEMENT FOR 3 TRACK FIGURATIONS LISTED BELOW EXTERIOR ELEVA PERFO CE RATING CONFIGURATION N GLAZING DESIGN (SEEGENERAL TRACKS NOTES ETAIL(SEE PRESSURE IMPACTRATING NOTE 11) ET 2) (PSF) xxx0 4 SHEET 3, GENERAL A +/-65 xxxx NOTES 1.1, 2 & 3 xxx0 SHEET 3, GENERAL LARGE MISSILE XxxX 4 NOTES 1.1, 2 & 3 B +/- (SMALL MISSILE ENVELOPED) xxO SHEET 3, GENERAL xxx 3 NOTES 1.2.2 & 3 A +1�5 xx0 3 SHEET3,GENERAL B +/-50 xxx NOTES 1.2, 2 & 3 a D 0 NI o 0 J "erg �to o' rn " r 95.5" a 3 MAX. w FRAME HEIGHT G W W N f F u ~ a� 0 z Robert J. Amaruso, P.E. Florida P.E. No, 49752 a$E INSTALLATION NOTES: 1. ANCHOR SPACING LOCATION TOLERANCES I.I. ON CENTER (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS +/- l". 1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 1.3. CONCRETE ANCHORS SHALL NOT BE SPACED LESS THAN 3" O.C. REGARDLESS OF STATED TOLERANCES. 2. ANCHOR QUANTITY AND SPACING 2.1. HEAD 2.1.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 1 V ON CENTER (O.C.) SPACING. 2.1.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 2.1.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACING REQUIREMENTS ARE NET. 2.2. SILL 2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBSTRATE OR BUCKING USING A 1/4" FILLET PERIMETER BEAD OF STRUCTURAL SILICONE ADHESIVE AT THE INTERIOR AND EXTERIOR. BOTTOM OF SILL SHALL BE SEALED TO SUBSTRATE USING STRUCTURAL SILICONE ADHESIVE. 2.2.2. APPROVED ADHESIVES INCLUDE THE FOLLOWING: 2.2.2.1. DOW CORNING 995 2.2.2.2. DOW CORNING DOWSIL 795 2.2.2.3. SIKA SIKASI.GP & SIKASIL WS-305CN 2.2.2.4. OTHER STRUCTURAL SILICONE ADHESIVES MEETING SITE INSTALLATION REQUIREMENTS ALSO ACCEPTABLE PER ENGINEER OR ARCHITECT OF RECORD. 2.3. JAMBS 2.3.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 11" ON CENTER (O.C.) SPACING. 2.3.2. EDGE ANCHORS ARE 3" MAXIMUM AS SHOWN. 2.3.3. ANCHOR QUANTITIES CAN BE REDUCED AS REQUIRED FOR SMALLER FRAMES AS LONG AS THE EDGE DISTANCE AND O.C. SPACING REQUIREMENTS ARE MET. GENERAL NOTES: APPROVED DOOR CONFIGURATIONS INCLUDE THE FOLLOWING. I.I. XO AND XX, 2-TRACK I.I.I. ELEVATION SHOWN THIS SHEET. 1.1.2. SECTION VIEWS ON SHEETS 5 AND S. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SECTION VIEW ON SHEET 8 ARE ALLOWED. MAXIMUM FRAME AND PANEL SIZES 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" X 81.875" XO DOOR CONFIGURATION SHOWN WITH FIXED (0) PANEL AT RIGHT JAMB IN EXTERIOR TRACK. 4.1. ACCEPTABLE TO ORIENT PANELS AS OX WITH FIXED PANEL AT LEFT JAMB IN INTERIOR TRACK. 4.2. ACCEPTABLE TO ORIENT FIXED PANEL (0) IN EXTERIOR OR INTERIOR TRACK. Max. Frame Size: 99.85" x 95.5" Max. Panel Size: 51.5' x 92.75" Max. Daylight Opening Size: 40.63" x 81.88" 11" MAX. O.C. 3" EDGE 3" EDGE SPACING (TYP) DISTANCE DISTANCE 5 (TYP) 3" EDGE DISTANCE (TYP.)_ 11" O.C. SPACING (TYP.) 3" EDGE J DISTANCE (TYP.) X 0 1.4" FILLET BEAD SILICONE SEALANT, INTERIOR AND EXTERIOR AND BOTTOM OF SILL. SEE INSTALLATION NOTE 2.2. 95.5" MAX. FRAME HEIGHT SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYSTEM (SHOWN) EXTERIOR ELEVATION PERFORMANCE RATING CONFIGURATION GLAZING DESIGN (SEE GENERAL TRACKS NOTES DETAIL (SEE PRESSURE IMPACT RATING NOTE 11) SHEET 2) (PSF) XO 2 SHEET3, GENERAL A +/-65 xX NOTES 1.3, 2 & 3 XO SHEET 3, GENERAL XX 2 NOTES 1.3. 2 & 3 B +/-50 A Robert J. Amaruso, P.E. Florida P.E. No. 49752 SERIES 9-100 SLIDING. GLASS DOOR -Note 1: Panel fixed by #8FH x 1.25", 3" i1 from each corner and then 8" on center. APPLICABLE TO 2-TRACK, 3-TRACK AND 4-TRACK DOOR CONFIGURATIONS. ONLY REQUIRED WHEN XO OR OX .. 5 VERTICALCROSSSECTIONS CONFIGURATION WITH FIXED PANEL IS USED. INSTALLATION ANCHORS. FLAT HEAD EXTERIOR SUBSTRATE VARIES. SEE WOOD SCREW SHOWN. SEE ANCHOR E%fERIOR SUBSTRATE VARIES. SEE INSTALATION ANCHORS. FLAT HEAD WOOD EXTERIOR SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. FIAT HEAD WOOD FINISH BY ANCHOR SCHEDULE ON SCHEOUI.E ON SHEET 2 FOR FINISH BY ANCHOR SCHEDULE ON ,SCREW SHOWN. SEE ANCHOR SCHEDULE FINISH BY ANCHOR SCHEDULE ON SCREW SHOWN. SEE ANCHOR SCHEDULE OTHERS SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX OTHERS EEf 2. FOR ON SHEET 2 FOR ADDITIONAL OTHERS ON SHEET 2 FOR ADDITIONAL REQUIREMENTS;,: HEAD SCREW INSTALLATION.• R IREMENIS.REQUIREMENTS AND HEY HEAD SCREW FEGUIREIWENTS. REQUIREMENTS .AND HEX HEAD SCREW. .. .. .. .. .: INSTALLATION. : .. .. INSTALLATION... .1/4' MAX.: 1/4MAX. SHIM SPACE SHIM SPACE .: �Q �IG�� a ;;;�Q a �a ... �1❑ :;:� G]�p�IawQo�] tea❑ a¢� for ioi PERIMETER PERIMETER PERIMETER SEALANT BY' ...... .... .. SEA ANT• BY' .. : : .... - ' SEALANT BY .. ... 1 /4' MAX. OTHERS OTHERS OTHERS S IM SPACE .. . LAAR-IGU GLAZING LAMI-IGU GLAZING - LAMI-IGU GLAZING DETAIL A SHOWN . DETAIL A SHOWN DETAIL A SHOWN . (TYP). SEE SHEET ¢ o ¢ o (Typ). SEE SHEET SEE SHEET O ¢ O ¢ o D O 9. EXTERIOR TTTT T"I INTERIOR EXTERIOR - INTERIOR E ERI I�'nINTERIOR - UU U U U U SEAL IXPOSEO U U U SEAL IXPOSED TOP OF FLA TOP OF FLAT HEAD SCR HEAD SCREWS STRUCTURAL - AT ALL AT ALL SILL .- ADHESIVE. SEEFANCH 'WTTI1 .. ANCHORS WITH SI NE SILICONEINSTALLATION NOTE 2.2 ON SEALANT SHEET 4, GENERAL NOTE 9 - PERIMETER ON SHEET 1 AND SEALANT.B INSTALLATION OTHERS ... N07E'fi.t ON ' ::. SHEET1 FOR .: ... . REQUIREMENTS. 10 STRUCTURAL - see PERIMETER 's'e PERIMETER s< ADHISNE SEE j`�I e¢ok : SEALANT BY eei� SEALANT BY "" IJ� INSTALATION (°'�lJ(1� - �I ��'7/I OTHERS ° �1-' 1 I -I ,OTHERS 0 UI-1 Off-[ rtOn�I �1 F-��7U NOTESHEET O4,�oC_�L/'�L.� O :l-uLQ ,-,,,"L.�•'.��L� �ol=1l�� Di❑ GENERAL NOTE 9 4iiiiiY. LI �'_'� 11 ON SHEET 1 AND - .. ......... .. INSTALLATION , NOTE 6.1 ON SHEET 1 FOR REQUIREMENTS. `::�: STRUCTURAL ADHESIVE UNDER ... .....?,: ... .. SUBSTRATE VARIES. SEE "' )�2.L"R'ED ARIES.SEE INSTALLATION ANCHORS. FLAT SUBSTRATE VARIES. SEEANCHOR SCHEDULE ON SILLSEE INSTALLATION NOTE 2.2 DSCREW SHOWN: SEEANCHOR SCHEDULE ONINSTALLATION ANCHORS. FLAT HEAD EXTERIOR SHEET 2 FOR ON SHEET4, GENERAL NOTE 9p(TQ110R ANCHOR SCHEDULE ON SHEET 2 EXTERIOR SHEET 2 FORWOOD SCREW SHOWN. SEE ANCHOR FINISH BY REQUIREMENTS. ON SHEET1AND INSTALLATION FINISH: BY: FOR ADDITIONAL REQUIREMENTS FINISH BY. REQUIREMENTS. SCHEDULE ON SHEET 2 FOR OTHERS NOTE 6.1 ON SHEET 1 FOR OTHERS AND HEX HEAD SCREW OTHERS ADDITIONAL REQUIREMENTS AND HEX REWIREMENTS. - - INSTALLATION - .. HEAD .SCREW INSTALLATION. �- C�a°�a��N°]t ULL]�'f°L,II ��d��C ]C3��°ll ° a��°' C3��°rl❑ FRAME WIDTH 6.66` . " : .. .: PRAN¢ WIDTH 6.26` . " FRAME WIDTH 10166`. - . FRAME WIDTH FOR 2-TRACK, 3-TRACK' AND 4=TRACK SILL SHOWN. APPLICABLE TO HEAD AND JAMBS o d N � $ V w UU €o O pF IY O Z a3'om� w wu] T7y a O 4 >ai� N'Z o� o W Q W H ja or,n-1 or p aU R T,i'gg3 bF8' n '7 Z w v 3 a� Robert J. Amoruso, P.E. Florida P.E. No. 49752 SERIES 9700 SLIDING GLASS DOOR B APPLICABLE 4=TRACK XXXX & XXXO DOOR CONFIGURATIONCq BY OTHERS HORIZONTAL CROSS SECTIONS - EXTERIOR FINISH BY'OTHERS N PERIMETER SEALANT By PERIMETER SEALANT.BY ::::: •� # e OTHERS OTHERS a I-- UO - .. .. ..:.: .: .: .. .... .. ... ❑ p .. o0ILL d� 0 DL rrrLLL I I u LAMI—IGU GLAZING eE�wa o eE,ay. -DETAIL A SHOWN ' CTYP). SEE SHEET U OD Qdoa ODoo 0 ��] SUBSTRATE HEID .SEE TTn ANCHOR SCHEDULE ON o0 0 EXTERIOR I1^uL'rJl SHEEP 2 FOR REQUIREMENTS. ❑ J .. ... .. .::.: INSTALLATION ANCHORS. - FLAT HEAD WOOD SCREW ': III��II SHOWN. SEE ANCHOR �I 1 SCHEDULE ON SHEET: 2 FOR UU ADDITIONAL REOUIREMQiTS aO _ .siure. bEiq,?' SUBSTRATE VARIES. SEE CHRES. ON ANCHOR SSHEET 2 FOR : - �im�� : ❑ .. o ... .. .. .. .. 1ru O y. . AND HEX HEAD SCREW INSTALLATION. _ REOUIREMEHfS. poop oa oo G .... ° ❑ - INSTALLATION ANCHORS. FLAT -- - HEAD -WOOD SCREW SHOWN. vy. Q �Q= =n SEE ANCHOR R ADDITIONAL SHEET T FORA REQUIREMENTS AND HEX ❑. - O v . :. EX HEAD HEAD INTERIOR :: - :. .. - :.: : SCREW INSTALLATION.H 4, MAX 3 MAXL• Note 1: nel fixed b 8FH x 1.25", 3" from ' each y IM PACE y) SHIM SPACE HIM' corner. and en ..8" on center. ' ONLY : REQUIRED WHEN XXXO OR OXX , ONFIGURATION WITH :FIXED PANEL IS USED.: Note 2: Interlock ed by x 1.5", 3" from each -#8FH corner and then. ,14' center. Po uLL � Xo u OW <' 0 U: 0 O >N WgN i vNi .. g o&a . U > O � a 0 0 z 7y. o�nz w Zr� > a z = J Wz9 b �aNX� � p �= > 0ZX �o�mX i"m X A« X �LL, X W Y w U h IX J F E Q m � 0 d 7 APPLICABLE 3—TRACK XXX & XXO DOOR CONFIGURATION HORIZONTAL CROSS SECTIONS wLL€ EXTERIOR FINISH BY OTHERS �� o ... ' PERIMETER - EXTERIOR FINISH BY OTHERS Q OE - ::....�:.r::: .:....: .::... :.:.:.:.... �.:. - SEALANT BYIt .OTHERS ... .... .:LAMITAIL GLAZING PERIMETER . S �, EN.AMi. `^ ...:.. 0_ a a DETAIL A SHOWN OTHERS ,(TYP). SEE SHEET, q z Ni00 EXTERIOR N TE ❑ BELO- s� ° �ow, a .:. a w o g w r` Qaoo '. '.: - a000 Ngg K SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR n ... BEE :. .. ..... " —E]' ... .. BEE :. E] x eEia SUBSTRATE VARIES. SEE - b a 7 O U p S REQUIREMENTS. 0� �° .... .. : p°ovr. ° .. 0 ❑ : �� OO SCHEDULE ON _. ANCHORaC SHEEP'2 FOR REQUIREMENTS. 3 m to �. o. m g z m c7 N > Q Z Cl a o W Z .. ..... ...- V 0 ILS�' BEE ~ N ¢ INSTALLATION ANCHORS. FAT HEAD WOOD SCREW SHOWN. SEE ANCHOR ° ° Qh'D INTERIOR "' INSTALLATION ANCHORS. FLAT "' HEAD WOOD SCREW SHOWN: SEE ANCHOR SCHEDULE 0 ��j ti I O gd Q .� O X� SCHEDULE ON SHEET 2 FOR ADDTIONAL LLL]]] 00 Q�e �� - SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX HEAD U m Z y Y w p €LLg REQUIREMENTSHEAD '".: - SCREW INSTALLATION. o�[a = ERINSTALLATION.. SCREW .. 1/4" MAX. ..:.:'.. .: .. .. Note 1: Panel. fixed .by #8FH.x..1. 3' fr:om each SHIM SPACE corner and 'then 8" :on center. :ONLY QUIRED WHEN I N. 9! XXO OR OXX CONFIGURATION WITH FIXE ANEL IS USED. !g ..Note 2::.Interlock fixed: by #8FH. x 1.5", :3 .. am.. each J corner and then 14"• on center. Robert J. Arn r ., P.E. Florida P.E. No. 49752 Q 2 04 9700 SLIDING -GLASS DOOR 8 APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION U Lu HORIZONTAL CROSS SECTIONS €E 0 "" "' EXTERIOR 'FINISH BY OTHERS � " w o EXTERIOR.FINISH BY OTHERS. a > PERIMETER PERIMETER SEALANT BY .::.. - - .. SEALANTBY OTHERS.. :OTHERS EXTERIOR . .. o o p gi > g= y i �, m SEE �,J N .. 'SEE:: . LAMI-IGU GLAZING BELOW, . c o O DETAIL A SHOWN ' BELOW. " } o u $ SUBSTRATE VARIES. SEE :. ..:.. (TYP).• SEE. SHEET • .:. - a 3 o y ¢ w y ❑ ❑ NOTE 1 ANCHOR SCHEDULE ON 9. o. Ua - 5 ~ o SHEET 2 FOR )' Lao OQ�Do .�Q❑ �❑ 4a v� c�7 nOi Z REQUIREMENTS. `i > > < z ¢ m .. .. .. O SEE .- ....- .- .... .... .. ..: : NOTE 2 ... .. - rc INSTALLATION ANCHORS. o ❑ ee�Ow. _ ~ Z'X FLAT..HEAD WOOD SCREW. f T SCHEDULE ON R n o -a SUBSTRATE: ANCHOR I�.I SHEET 2 FOR SHOWN. SEE ANCHOR i� �a �a �� REQUIREMENTS. p" rLL SCHEDULE ON SHEET 2 � t�`I - . . FOR ADDITIONAL �I REQUIREMENTS AND .HEX Q�e .. ..:.: �w F „W HEAD SCREW INTERIOR INSTALLATION ANCHORS FLAT HEAD � N INSTALLATION. 1 ,4" MAX. 1 4' MAX. SHIM SPACE" - W00 SHIM SPACE WOOD SHOWN: SEE:ANCHOR8a� SCHEDULE ON:SHEEf 2 FOR aRfi ADDITIONAL REQUIREMENTS AND HEX HEAD SCREW. INSTALLATION. .Note 1: Panel fixed b 8FH x 1.25", S from each- - ... Y corner and - then 8": on: center:"ONLY REQUIRED WHEN = XO OR OX CONFIGURATION WITH FIXED PANEL IS USED.. s Note .2: Interlock fixed: by #8FH x 1:5":,. 3" from. each-,-:, corner and then 14 on center. Robert J.Am ruso•P.E. Flodda P.E. No. 49752 a N04 k d. It oW B It - a o+ c 1.0" SQ O NOMINAL NOMINAL g N Co LAM' GU LAMINATED'LITE: 3 16" LAM' IGU LAMINATED LITE: 3 16" C ::.HEAT TREATED:.GLASS x .. .::. ANNEALED GLASS x - : .. .. 0.075: VANCEVA . - . • :. ::. - 0.090 SAFLEX. PVB. ' ' INTERLAYER BY '- -' .'INTERLAYER BY g 3/16 EASTMAN CHEMICAL,x 3/16 m EASTMAN:CHEMICAL x 0 a m b., TEMPERED. 3/16".'HEAT TREATED: TEMPERED 3/16 ANNEALED a 3 m 9 a z GLASS GLASS GLASS GLASS u:J p m z 0.375" SPACER 0.375" SPACER > < i z DURASEAL AIR SPACER (QUANEX) DURASEAL AIR SPACER (QUANEX): `L - SNAP -IN. .. SNAP -IN n n J RIGID .. r I - RIGID O ; (I .. .. >� VINYL U VINYL,... u G o GLAZING s ❑ GLAZING ❑ p BEAD NEOPRENE SETTING NEOPRENE sa TTINEOPRENE SETTING. z co o LL BLOCKS WITH ; 70. JO: : ; , BLOCKS. WITH 70 TO " .. .. ' 90 SHORE A .. 90 .SHORE A cn gg a DUROMETER OUROMETER R HARDNESS r HARDNESS 5 f3 ym,3 8 >r EXTERIOR INTERIOR EXTERIOR INTERIOR a a a a GLAZING DETAIL'A GLAZING:DETAIL B LANUNATEDIGU LANIINATEDIGU- INTERIOR GLAZED WICH DOW 995 BACK-BEDIJING, INTERIOR GLAZED WTPA DOW 995 BACK -BEDDING - Robert J. Amorm, P.E. Florida P.E. No. 49752 .Part Color T Vin. MainFrameCw CW 4 Main Frame, Cream White Vision 3800 MainFrameALM ALM 4 : Main Frame, Almond Vision: 3800.- MainFrameSS SS:, 4 Main Frame, Sand Stone Vision 3800, PanelCW. CW . 16 Main Sash, Cream white Vision 1219. PaneIALM ALM : 16: Main Sash,. Almond: = Vision 1219 PaheISS SS 16' Main Sash, Sand Stone Vision 1219 InterLockCW CW 6 Interlock Vision,: 1221 InterlockALM ALM 6 Interlock Vision 1221 InterlockSS SS 6: Interlock. Vision 1221 Trackcover.CW Cv.V. 6 ITrack Cover:..Vision 1500: TrackcoverALM ALM 6 Track Cover Vision 1500 TrackcoverSS SS 6 Track Cover m Vision 1500 GlazBCW CVV 16 Glazing Bead, Cream White. Vision GlazBALM ALM 16 Glazing Bead, Almond Vision 2364 GlazBSS SS 16. Glazing Bead,:Sand Stone . Vision 2364: ScrenTrack 1 Screw Track Alum Tifton:.. T-12309: DoorTrack 3 Door Operable Track Alum Tifton T 6'1704 FixPanelRiser 1 Fix Panel Riser Alum: Tifton TT61705 ThresholdCover 3 : Threshold Cover alum . ::Tifton T 61706 SHIRiser 1 . Si1I Riser 1.87: Tifton.. T-10269 Reinforcements:. PanelReinf 16. Panel Reinforcement ... Tifton T 51344 CornerReinf 16 : 06nel Corner Reinforcement Tifton T 51344 HeadBlock 2 Head Block (Operable panel 2 & 3 at meeting rail Tifton T 10267 N V Z W w= LL Op S Q pF a <W 0 0 0 ul x g9g S o o> a� mg¢ < z LU f ) Z >az. CWZ2oo m o Robert J. Amoroso, P.E. FWd. P.E No. 49752 < N Om 0 W uo a °w a a � J _ o �w O o g � a3o uNi QW °Sa 1'U - (.7 v�- W'Z'Z� w ..¢ w o z ¢ » Q Z twz�� H w.F r O <r,00m Z YQ. z N w 5 o T'H a= &8� J �J Robert J. Ameruso. P.E. Florida P.E. No. 49752 Part Color QTv D:escri tion/Part_ No. Vendor �Uendor Part No. Flardware Handleinside .1 Iriside.Handle C D�600 Handleoutside 1 Outside Handle.. CD-5.71: Mortislock .. 1 _ .Mortis Lock, 2 Pt . M002457/M002459 Keeper: 1 Keeper M00557/M00559 KeeperShim 1 Kee er Shim, .250 Roller 2 . SGD Rolle Custom TA-PRSSN-166=MR SGDBum er: 1 SGD: Bumper Shim Frame Gasket 2 4 Trk Frame Gasket ..:Screws:... Roller Screws 2 . #8Fh x 1 per roller Keeper Screw 2 .: #10Ph x 1: - Mortis #8Fh x 1 Astragal Screw: 8 #10Hex x 3 Drill :Pt, 3" from'end & 14'4'on center' Interlocks 8 #8Ph x 1 1/2 Drill t screw, 3" from end & 14" on center, Fix Panel 8 #8Ph:x 1 1/2 D:rill pt screw, 3" from end 8� 14" on center_ ..: Fix Panel. Bracket:. 6 .: #8Ph x 3/4. Drill pt, 2 sill, 4 sides.: Head Block Screw 2' #8Ph x 1 1%2 DriII �Pt Per block Wsfp Frame Wstp 8 0270bk x 0290fit , 4 rows; Head; sill and Jamb Interlock Wst 2 0.270bk x 370ht,.2 rows: per interlock Screen Screen Frame 4 9700 SGD Screen:Frame Shapes Corner: Ice 4 Screen:Co�ner key.: :. Vision 10310 Screen Handle Internal. Blk 1 Screen Handle Internal. .. Vision. 1449=02. Screen Handle External Blk- 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