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HomeMy WebLinkAboutProduct Approval ( Exterior Doors )uida Building bs_de Online FI lida ■/► ) Product Approval IUSER: Public User �. r.sva�psxs�+ i Hot Topics Submit Surcharge ; Stats & Facts i Publications 1 Contact Us 1 FEB 01 2022 Product Approval Menu > Application Detail FL # Application Type Code Version. Application Status 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) St. Lucle (Aunty Permittlhil -1�-4 E 1 File ICOPY ppby DBPR. Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Shwinco Architectural Products, LLC 171 Jet Services Way Dothan, AL 36303 (334)556-1000 engineering@shwinco.com Keith Schneider engineering@shwinco.com Josh Lowe 171 Jet Services Way Dothan, AL 36303 (334) 556-1000 engineering@shwinco.com Josh Lowe 171 Jet Services Way Dothan, AL 36303 (334) 556-1000 engineering@shwinco.com IExterior Doors I Sliding Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard AAMA/WDMA/CSA 101/I.S.2/A440 Year 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 aps:lhvww.floridabuilding.orgtprlpr app_dtl.aspx?param--vCEVXQwtDgvkxlowF%2bRZxto9soXRYcou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[31161202110:47:40AK cat -Building Corte 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 R1 Equiv FFRNo2612 Rev, 9700 SGD ss.odf Method 1 Option A 09/27/2020 09/29/2020 10/07/2020 5ummaryxof--.Products,-._.�...� FL,# `_ Model, Number or Name Description -« 30505.1 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding Gllaass Door (4-Track, OXXX-A -XXXO), DP = 50 psi Glass Door Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 FL30505 R1 C CAC NI014461 OXXX-A-XXXO.Rdf Quality Assurance Contract Expiration Date 05/31/2023 Installation Instructions Other: Envelopes OXX-A-XXO (3-Track), OX- A-XO (2-Track), OX-A-O (2-Track), O-A-XO (2- Track) Verified By: Robert J. Amoruso, P.E. FL P.E. No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL30505 R1 AE PERNo2617 Rev1_9700 SGD ss.odf Created by Independent Third Party: Yes 305053 Series 9700 Vinyl Sliding Series 9700 Vinyl Sliding, Glass Door, (47Track, OXXX, XXXO), DP =.50 psf: Glass Door Limits of Use .: Certification Agency Certificate' Approved for use in HVHZ-. Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 otheri Envelopes OXXX & XXXO (4-Track), OXX & XXO (3-Track) and OX & XO (2-Track). Laminated glass'Using 0.090 Saflex PVB By Eastman Chemical FI 30505 R1 CAC NI014461 01 OXXXX-PVB odf Quality Assurance Contract Expiration Date . 05/31/2023 Installation Instructions,, FI 30505 Bl II SHW0004 jleysarjes 9700grD OXXX HVHZ ss.pdf Verified By: Robert J. Amoruso, P.E. FL: P.E., No., 49752 Created by Independent Third Party Yes Evaluation Reports . Fl 30505 R1 AE PERNo 612 Rev1.9700 SCD a pdf 305 55.3 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 ,Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-65 FL30505 Ri C CAC NI014461-02 OXXX-Van.[L . Quality Assurance Contract Expiration Date 05/31/2023 Installation Instructions FL30505 R1 II SHE O004 RevA Series 9700 SGD OXXX HVHZ ss p�f other: Envelopes OXXX & XXXO (4-Track), XX & XXO (3-Track) and OX & XO (2-Track). ,Laminated glass using 0.075 Vanceva By Eastman Chemical. Verified, By: Robert J. Amoruso, P.E. FL P.E. No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL30505 R1 AE PERNo2612 Rev, 9700 SGO ss.pdf / Cr ate bj In epe de t T ird fa! , Y s 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 2ttpsJ/www.floridabuilding.org(prlpr app_dtl.aspxTparam--vGEVXQwtDgvkxlowF%2bRZxto9soXRYcou9t2zOX2OSgzd%2b2zKNF9z7Q%3d%3d[31161202110:47:40AK 3f14a Building 1 9de Online mail to this entity. Instead, contact the office by phone or by traditional mall. 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 be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please click here " Product Approval Accepts: rRIM .: © e^hsck Credit• safe secUl'itVAI I:1'Icl r'S tpsJ/www.floridabuilding.orglprlpr app_dtl.aspx7par=--wGEVXQwtDgvkxlowF%2bRZxto9soXRYcou9t2zOX2OSgxd%2b2zKNF9z7Q%3d%3d[31161202110:47:40AM] NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI014461.02 DATE: 07/17/2019 CERTIFICATION PROGRAM: Structural COMPANY: Shwinco CODE: 1972-1 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 Shwinco Architectural Products, LLC Series 119700 4-Track" 171 Jet Services Way Vinyl Sliding Glass Door Dothan, AL 36303 Configuration: OXXX Glazing: IG-3/16" Tempered Glass/3/16" Heat Strengthened Glass/0.075" Saflex Vanceva Interlayer/3/16" Heat Strengthened Glass Frame: W-4883mm(192.25") H-2426mm(95.5") Vent: W-1308mm(51.5") H-2356mm(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/WDMAJCSA 101/I.S.2/A440-11 . Design Pressure: f3112 Pa (65 psf) ASTM E1886-13a/ASTM E1996-14a water Penetration Resistance Test Pressure: 510 Pa (10.65 psi) TAS 201/202/203-94 Wind Zone 4-Missile Level D Large Missile Impact Rated Product Tested By: Report No: Expiration Date: UL, LLC SV31355-20190517-C 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 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 7' Edition (2020) Florida Building Code Compliance Method: Product Approval Rule 61G20-3.005(l)(a) — Certification Mark or Listing Product Name, Model and/or Designation; Test Report No.; and Installation Drawing No.: Series 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.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 • 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/WDIVA/CSA 101/I.S.2/A440-17, NAFS 2017 • ASTM E1886-13a • ASTM E199644a • 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 Product Evaluation Report Rule 61G20-3 F.A.C. ) Report No. 2612, Rev. 1 ) 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 l-3 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/rL 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 7/15/26 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 • 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 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, 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 I PO Box 520775 1 Longwood, FL 32752-0775 r�aL 321-690-1788 1 FBPE Certification of Authorization No. 25935 SHWINCO ARCHITECTURAL PRODUCTS, LLC SERIES 9700 VINYL SLIDING GLASS DOOR - HVHZ INSTALLATION NOTES: INSTALLATION ANCHORAGE DETAILS 1. PRODUCTANCHORS 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 INSTALLAT/ONANCHOR 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 OFA 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, 3-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. 7. ANCHOR QUANTITIES AND SPACING / EMBEDMENT AND EDGE DISTANCE 7.1. 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. 72. 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 114 INCH. SHIM WHERE SPACE OF 1/16 INCH 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 INSTALLA7ON ANCHOR SCHEDULE ON SHEET 2. 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.5V31355-z0i905i7-RtrUKI.5 a 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, TAS 202-94 AND TAS 203-94. 22. PERFORMANCE STANDARDS USED IN TESTING FOR NON-HVHZ LOCATIONS WERE AAMAIWOMA/CSA 101/1.S.2/A440-11, ASTM E1885-13a, AND ASTM E1995-14a. 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. IX 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 A AND B ON 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. A SITF OONDITIONR NOT /`OVFRFD IN THIS PRODI IOT FVAI NATION DOCUMENT ARE SURJFCT 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 MOMI-DARE 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 "O' 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 OTHERS TO BE DESIGNED IN ACCORDANCE WITH THE FBC RESIDENTIAL AND BUILDING AND WITH FMA/AAMAWDMA 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 5 2, 3 AND 4-TRACK VERTICAL SECTIONS 6 4-TRACK XXXX & XXXO HORIZONTAL CROSS SECTIONS 7 3-TRACK XXX & XXO HORIZONTAL CROSS SECTIONS _ & 2-TRACK XX & XO HORIZONTAL CROSS SECTIONS 9 GLAZING DETAILS 10 & 11 BILL OR MATERIALS Robert J. Amo=o, P.E. FbAtle P.E. No. 49752 i 15 j INSTALLATION ANCHOR SCHEDULE FASTENER HEAD MANUFACTURER AND/OR MIN. MIN. EDGE ANCHOR CAPACITIES BASED TYPES) FASIENERSHE SUBSTRATE (4) FRAME COMPONENT SPECIFICATION EMBEDMENT(IN) DISTANCE (IN) ON CONCRETE HEAD, SILL AND IAMBS ITW TAPCONS(1) 1-1/2 1-1/8 MIN. 2500 PSI CONCRETE HEX HEAD 3/16" STRENGTH CONFORMANCE TO MASONRY JAMBS ONLY ITW TAPCONS(1) 1 2 ASTM C-90, MEDIUM WEIGHT, (BLOCK/CMU) DENSIN> 117 PCF ANSI 818.6.1(WOOD SCREW)(2) 1-1/2 3/4 WOODWITIIAMINIMUM FLATHEAD No. 10 WOOD HEAD,SILL DJAMBS ASMEB18.6.4(TAPPING SCREW)(3) SPECIFIC GRAVITY OF 0.42 NOTES: 1) WHEN ITW TAPCONS ARE USED FOR CONCREITIMASONRY INSTALLATION, THEY SHALL BE THE ADVANCED THREADFORM TECHNOLOGY TYPE. 2) FOR WOOD SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPLITTING IS ACONCERN, DRILL 0.112" PILOT HOLE (DRILLSIZE 34). 3) FOR TAPPING SCREW INSTALLATION INTO WOOD SUBSTRATE; IF SPLITTING IS A CONCERN, DRILL 0.121" PILOT HOLE (DRILL SIZE 31). 41FOR CONCRETE/CMU SUBSTRATES, IX WOOD BUCK IS OPTIONAL 5 SEE _WOOD AND CONCRETE SCREW FRAME ANCHORAGE REQUIREMEN75"ILLUSTRATION BELOW FOfl HIX HEAD CONCRETE AND FLAT HEAD WOOD SCREW INSTALLATION IN VINYL EXTRUSION. FRAME ANCHORAGE MINIMUM EMBEDMENT AND EDGE DISTANCE THROUGH -FRAME INSl'ALIATION APPLICABLE TO HEAD. SILL (SHOWN) AND JAMBS (SHOWN) A do B � NOTE A do SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS `CONCRETE APPLICABLE TO HEAD, SILL AND JAMBS. SUBSTRATE NOTE A. SILL (SHOWN) -CONCRETE SUBSTRATE 1) ,PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) 2) CLEAN SURFACE OF ALL CONCRETE OUST AND OILS 3) FILL PREDRILL HOLE WITH SEALANT 4) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN 5) COVER SCREW HEAD WITH SEALANT NOTE B, HEAD do JAMB (NOT SHOWN) -CONCRETE OR MASONRY SUBSTRATE 1) PREDRILL FOR 3/16 TAPCON SCREW (5/32 T-20 DRILL BIT) 2) INSTALL HEX HEAD SCREW THRU FIRST VINYL WALL, AS SHOWN SUBSTRATE SILL SHOWN FOR ILLUSTRATIVE PURPOSES. INSTRUCTIONS APPLICABLE TO HEAD, SILL AND JAMBS. NOTE C, SILL (SHOWN) -WOOD SUBSTRATE 1) PREDRILL 3/16 HOLE 2) SURFACE SHOULD BE CLEAN AND OIL FREE 3) FILL PREDRILL HOLE WITH SEALANT 4) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN 5) COVER SCREW HEAD WITH SEALANT NOTE D. HEAD h JAMB (NOT SHOWN) -WOOD SUBSTRATE 1) INSTALL FLAT HEAD SCREW EVEN WITH VINYL WALL, AS SHOWN. WOOD AND CONCRETE SCREW FRAME ANCHORAGE REQUIREMENTS (NOTE 5 FROM ANCHOR SCHEDULE TABLE ABOVE) THROUGH -FRAME INSTALLATION APP11CABL E TO HEADY SILL (SHOWN) AND JAMBS J Ir O=I mliI N Robert J. Amc=o, P.E. Florida P.E. No. 49752 INSTALLATION NOTES: 1. ANCHOR SPACING LOCATION TOLERANCES I.I. ON CENTER (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS +/- 1". 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 AND SILL 2.1.1. ANCHORS ARE QUANTITY EIGHTEEN (18) WITH MAXIMUM 11" 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 MET. 2.2. JAMBS 2.2.1. ANCHORS ARE QUANTITY TEN (10) WITH MAXIMUM 11" 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 (TYP) 11 " MAX. O.C. SPACING MID) . $ 192.25" MAX. FRAME WIDTH 3" EDGE DISTANCE (TYP) 11" MAX. �+— O.C. SPACING 0 95.5" MAX. FRAME HEIGHT FOLLOWING. 1.1. XXXO AND 4-TRACK 3" SILL ANCHORAGE SAME AS HEADER 1.1.1. ELEVATION ON SH SHOWN THIS SHEET. EDGE 1.1.2. SECTION VIEWS ON SHEETS 5 AND 6. CE 1.2. XXO AND XXX, 3-TRACK DISTANCE * SECTION B/8, 4-TRACK 4-PANEL SECTION (ELEVATION SHOWN) 1.2.1. ELEVATION SIMILAR TO 4-TRACK. (TYPSECTION B/9, 3-TRACK 3-PANEL SECTION 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. 10 3" F 10 EDGE DISTANCE (TYP.)No B• 6 B' . 7 10 11" O.C. SPACING (TYP.) X X X X X X X 0 SERIES 9700 SLIDING GLASS DOOR - XXXX AND XXXO 4-TRACK SYSTEM (SHOWN) SIMILAR ARRANGEMENT FOR 3 TRACK CONFIGURATIONS LISTED BELOW EXTERIOR ELEVATION PERFORMANCE RATING CONFIGURATION GLAZING DESIGN (SEE GENERAL TRACKS NOTES DETAIL (SEE PRESSURE IMPACT RATING NOTE11) SHEET 2) (PSF) XXXO 4 SHEET3,GENERAL A +/ 65 x)00( NOTES 1.1, 2 & 3 )OOCO SHEET 3, GENERAL LARGE MISSILE XX7fX 4 NOTES 1.1,283 S -1-50 (SMALL MISSILE ENVELOPED) )U(O 3 SHEET3,GENERAL A H4i5 xXX NOTES 1.2, 2 6 3 xx0 3 SHEET3,GENERAL a ♦,.. ' XXx NOTES 1.2. 2 & 3 0 =g �_ o 0 3mamwz 0 F U !2 >¢za, m 00 = 0 F n�>0 N A N � w w 0 1 0 Robert J. Amoano, P.E. Florida P.E. No. 49752 1. ANC SPACING LOCATION TOLERANCES 1.1. ON C (O.C.) SPACING ANCHOR LOCATION TOLERANCE IS +/- 1". 1.2. EDGE ORS ARE 3" MAXIMUM AS SHOWN. 1.3. CONCRETE HORS SHALL NOT BE SPACED LESS THAN 3" O.C. REGARDLESS OF STATED TO CES. 2. ANCHOR QUANTITY ACING 2.1. HEAD 2.1.1. ANCHORS ARE QU TEN (10) WITH MAXIMUM I I" ON CENTER (O.C.) SPACING. 2.1.2. EDGE ANCHORS ARE 3" AS SHOWN. 2.1.3. ANCHOR QUANTITIES CAN BE RED AS REQUIRED FOR SMALLER FRAMES AS LONG AS THE EDGE DIST AND O.C. SPACING REQUIREMENTS ARE MET. 2.2. SILL 2.2.1. SILL SHALL BE SEALED TO SUPPORTING SUBS OR BUCKING USING A 1/4" FILIM PERIMETER BEAD OF STRUCTURAL SILIC ADHESIVE AT THE INTERIOR AND EXTERIOR. BOTTOM OF SILL SHALL EALED 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 DOWSI.7952 2..2.3. SIKA SIKASILGP & SI{ASIL WS-305CN 2.2.2A. 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 I I" 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:' 1. APPROVED DOOR CONFIGURATIONS INCLUDE THE FOLLOWING. I.I. XO AND XX, 2-TRACK 1.1.1. ELEVATION SHOWN THIS SHEET. 1.1.2. SECTION VIEWS ON SHEETS 5 AND 8. 2. ANY STILE CONFIGURATION SHOWN IN HORIZONTAL SECTION VIEW ON SHEET 8 ARE ALLOWED. 3. 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" 4. 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 SPACING (TYP) DISTANCE (TYP) 3" EDGE DISTANCE (TYP.) B 8 11 "N O.C. SPACING (TYP.) 1] V X V X X 0 3e 1.4" FiLLE1 pp SILICONE EDGE SEALANT, INTERIaR�AND EXTERIOR DISTANCE AND BOTTOM OF SI SEE (TYP) INSTALLATION NOTE 2.2. 99.85" MAX. FRAME WI SERIES 9700 SLIDING GLASS DOOR - XX AND XO 2-TRACK SYS% 3" EDGE — DISTANCE (TYP) 95.5" MAX. FRAME HEIGHT PERFORMANCE RATING CONFIGURATION GLAZING DESIGN (SEE GENERAL TRACKS NOTES DETAIL (SEE PRESSURE IMPACT RATING NOTE 11) SHEET 2) (PSF) XO SHEET3,GENERAL A +1'65 )0( NOTES NOTES 1.3. 2 & 3 XO 2 SHEET3,GENERAL B +1_50 XX NOTES 1.3. 2 & 3 ¢ M N Q B. a z 2 0 ¢ >¢z� vu'iZ�w a� �0ur 50 FRI n0>0 - a 0 a5 x N . g Robert J. Areormo, P.E. Florida P.E. No. 49752 SERIES 9700 SLIDING GLASS DOOR Note 1: Panel fixed by x center. A from each corner and thhenen 8" onn centee r. APPLICABLE TO 2-TRACK, 3-TRACK AND 4-TRACK DOOR CONFIGURATIONS. ONLY REQUIRED WHEN XO OR OX 5 VERTICAL CROSS SECTIONS CONFIGURATION WITH FIXED PANEL IS USED. o CD N - 3 INSTALLATION ANCHORS. FAT HEAD EXTEROR SUE6lFNTE VARIES. SEE WDOD SCREW SHOWN. SEE ANCHOR EXTERIOR SUBSTRATE VARIE. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD EXTERIOR SUBSTRATE VARIES. SEE INSTALLATION ANCHORS. FLAT HEAD WOOD FINISH BY 7 ANCHOR SCHEDULE ON S4IEDULE ON SHEET 2 FOR HNIS4 Bf ANCHOR SCHEDULE ONSCREW SHOWN. SEE ANCHOR SCHEDULE FINISH BY.. 7 ANCHOR SCHEDULE ON SCREW SHOWN. SEE ANCHOR SCHEDULE OT/QS EXOTHERjai>' ON SHEET 2 FOR ADDITIONAL DES HEEf 2 FOR ON SHEET 2 FOR ADDITIONALREOUIREMENIS AND HEX HEAD SCREW0eeINSTALLATION. F- o // AND HEX HEAD SCREW REQUIREMENTSIN�MWIA/TIOENIS 1-SfiW SPA Fsd, SPACE :: ; N a a JTER J J— e SEALANT SFA HTT SEALANT ERS OTHERS OTHERS SHIM SPACE o uUi g G, c� o � Q m mo F CT cc U W LAIU-IGU GLAZING LAMI-ICU GLAZING LAY] -ICU GLAZING QQd Dui M h Z DETAIL A SHOWN DETAIL A SHOWN DETAIL A SHOWN j 4 2 (ttP). SEE SHEET o o (TV?). SEE SHEET o o (TYP). SEE SHEET o 0 o U 88 o. 9. 9. WLnQ7W % II Y w EXTERIOR INTERIOR EXTERIOR INTERIOR EXTERIOR INTERIOR = r�in a LE QG o [a o o 0 6 0 o o� o o� ° ° SEAL EXPOSED SEAL EXPOSED TOP OF FLAT TOP OF FAT 3 K nT O HEAD SCREWS HEAD SCREWS S rn ,S AT ALL SILL AT ALL SILL N d STRUCTURAL ANCHORS WITH ANCHORS WITH ep ADHESIVE SEE SILICONE SILICONE �p INSTALLATION SEALANT gg SEALANT NOTE 2.2 ON _ g�� SHEET 4. pEpIYETER GENERAL NOTE 9 ' INSTALLATINN OAND OTHERS NOTE 6.1 O SHEET 1 FOR REQUIREMENTS. STRUCTURAL PERIMETER 0 I O PERIMETER II O O O ADHESNE SEE' SEALABY NT �1°' SEALANT BY �f N0're INSTALLATION 1 OTHERS 1 O1HF% 1 �aEa. NOTE 2.2 ONa SKEET 4. ........ GENERAL NOTE B - ON SHEET 1 AND INSTALLATION NOTE 0.1 ON SHEET 1 FOR REQUIREMENTS. '`r' STRUCTURAL ADHESIVE UNDER iii FsZu8nSTffATWE VARIES. SEE SUBSTRATE VARIES SEE WSTALAl10N ANCHORS. FIAT ..... SUBSTRATE VAPoE. SEE INSTALLATION ANCHORS. FAT HEAD Robe° J. AawTusa, P.E. SIT.. SEE INSTALLATION NOTE 22 EXTERIOR J.. SCHEDULE ON ANCHOR SCHEDULE aN HEAD WOOD SCREW SHOWN. SEE EXTERIOR ANCHOR SCHEDULE ON WOOD SCREW SHOWN. SEE ANCHOR Florida P.E. No.48752 SLEET 2 FOR ON SHEET 4, GENERAL NOTED EXTERIOR SLEET 2 FOR ANCHOR SCHEDULE ON SHEET 2 SHEET 2 FOR FINISH BY REWI]REYENIS ON SHEET 1 AND INSTALLATION FINISH ET! REQUIREMENTS, FOR ADDITIONAL REQUIREMENTS FINISHER REWIREMENIS. SCHEDULE ON SHEET 2 FOR OTHERS NOTE B.1 ON SHEET 1 FOR OTHERS AND HEX HEAD SCREW ADDITIONAL REQUIREMENTS AND HEX REQUIREMENTS. INSTALLATION. HEAD SCREW INSTALLATION. I LI o a F�----FRA EWIDTHsw— FRAME WIDTH B.2B' �1 FRAME WI°TN te.66' _ FRAME WIDTH FOR 2-TRACK, 3-TRACK AND 4-TRACK SELL SHOWN. APPLICABLE TO HEAD AND JAMBS SERIES 9700 SLIDING GLASS DOOR APPLICABLE 3-TRACK XXX & XXO DOOR CONFIGURATION EXTERIOR FINISH BY OTHERS HORIZONTAL CROSS SECTIONS PERIMETER — SEALANT BY . OTHERS LAM]—IDU GLAZING' a DETAIL A SHOWN (TYP). SEE SHEET . 9. EXTERIOR VARIES. SEE INTERIOR INSTALLATION ANCHORS. FLAT HEAD WOOD SCREW SHOWN. SEE ANCHOR----M SCHEDULE ON SHEET 2 FOR ADDITIONAL Oae REQUIREMENTS AND HEX HEAD SCREW INSTALLATION. 1/4- MAX. Note 1: Panel fixed by #8FH x 1.25", 3" from each SHIM SPACE corner and then 8" on center. ONLY REQUIRED WHEN XXO OR.OXX CONFIGURATION WITH FIXED PANEL IS USED. Note 2: Interlock fixed by #8FH x 1.5", 3" from each corner and then 14" on center. EXTERIOR FINISH BY OTHERS PERIMETER SEALANT BY OTHERS � 0 4r sea ama, -MmE 3 SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. INSTALLATION ANCHORS. FLAT HEAD WOOD SCREW SHOWN. SEE ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX HEAD SCREW INSTALLATION. Robed J. Amoroso, P.E. Florida P.E. No. 49752 SERIES 9700 SLIDING GLASS DOOR APPLICABLE 2-TRACK XX & XO DOOR CONFIGURATION HORIZONTAL CROSS SECTIONS EXTERIOR FINISH BY OTHERS SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. INSTALLATION ANCHORS. FLAT HEAD WOOD SCREW SHOWN. SEE ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX HEAD SCREW INSTALLATION. EXTERIOR FINISH BY OTHERS - PERIMETER SEALANT BY OTHERS I-IGU GLAZING D L A SHOWN o7pP E SHEET, s. EXTERIOR NOTE 2 snow. PERIMETER SEALANT BY OTHERS BEE NOTE 1 BELOW. BEE NOTE 2 BELOW. SUBSTRATE VARIES. SEE ANCHOR SCHEDULE ON SHEET 2 FOR REQUIREMENTS. 1/4" MAX. INTE OR ;HIM SPACE INSTALLATION ANCHORS. FLAT HEAD WOOD SCREW SHOWN. SEE ANCHOR SCHEDULE ON SHEET 2 FOR ADDITIONAL REQUIREMENTS AND HEX' HEAD SCREW INSTALLATION. Note 1: Panel fixed by #8FH x 1.25", from each corner and then 8" on .center. ONLY REQ ED WHEN XO OR OX CONFIGURATION WITH FIXED PANEL USED. Note 2: Interlock fixed by #8FH x 1.5", 3" from ach corner and then 14" on center. 1 /4" MAX. ;HIM SPACE 0 4 w U w a Robert J. Awrueo. P.E: Florida P.E. No. 49752 6" 1.0" ./ NOMINAL LAMI IGU LAMINATED LITE* 3/1 HEAT TREATED GLASS x GLASS 0.375' SPACER DURASEAL AIR SPACER (QUANEX) RIGID r I VINYL U GLAZING ❑ BEAD NEOPRENE SETTING BLOCKS WITH 70 TO 90 SHORE A DUROMETER HARDNESS EXTERIOR Li INTERIOR a a GLAZING DETAIL A LAMINATED IGU DNIERIOR GLAZED WITH DOW 995.BACN 4 O � a a W o m g a LL 0- NOMINAL LAM' IGU LAMINATED LRE: 3/16' G 3 ANNEALED GLASS x O.IN90SAFLEX TERLAYER 9 0 VB c �. o 3 16" EASTMAN CHEMICAL z � TE PERED 3/16' ANNEALED 3 fto GLASS GLASSu0.375' SPACER Gw ¢ - zaDURASEAL AIR SPACER (QUANEX) H =SNAP -IN @ RIGID u n o VINYL < + n- GLAZING ❑ u BEAD NEOPRENE SETTING 3 1� BLOCKS WITH 70 TO w 90 SHORE A vi n DUROMETER HARDNESS -91 EXTERIOR INTERIOR GLAZING DETAIL B LAMINATED IGU INTERIOR GLAZED WITH DOW 995 BACK -BEDDING RoEert J. Amoroso, P.E. Florida P.E. No. 49752 Part Color QTY Description/Part a 0 N W a UE pE O a g g 0 m mzz o �Y i; u i�'." g 0 a Cr ii3MM o z zzz 2�'�um� W W Z S< S yya a u(0%O RON Q rnlO om �� 3 W N y 41 1 G� �g ff Rob tJ.A—.-.P.E. Flwide P.E. No.49752 ' No. Vendor Vendor Part No. Hardware Handleinside 1 Inside Handle CD-600 Handleoutside 1 Outside Handle CD-571 Mortislock 1 Mortis Lock, 2 Pt M002457/M002459 Keeper 1 Keeper M00557/M00559 KeeperShim 1 Keeper Shim, .250 Roller 2 SGD Roller Custom TA 88-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" 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 Drill pt screw, 3" from end & 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 Drill Pt Per block Wstp Frame Wstp a 0.270bk x 0.290ht , 4 rows, Head, sill and Jamb Interlock Wstp 2 0.270bk x 370ht, 2 rows per interlock Screen Screen Frame 4 9700 SGD Screen Frame Shapes Corner Key 4 Screen Corner 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