Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct Approval; Sliding Exterior Door Assemblies5/11/2021 Florida Building Code Online {y� r c s x t L BCIS Home I Log In User Registration Hot Topics Submit Surcharge Stats & Facts I Publications Contact Us BCIS Site Map Links Searchr Florida 1 ',Product Approval .USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detall 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) Equivalence of Product Standards Certified By FL21706-R4 Affirmation 2020 Approved CJ JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Rylee Sumner Fricks fbcl@jeld-wen.com MEMO MAY IS 2071 Permitting Department St. Lucle Courtity JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Exterior Doors Sliding Exterior Door Assemblies Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 a I affirm that there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in compliance with the new Florida Building Code. Documentation from approved Evaluation or Validation Entity ,-,Yes t%No N/A https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu[XQ6Wb7W9%2b6OFDkcNoT%2bt2Dzdt9igRBAJNGSIljz5gQ%3d%3d 1/3 5/1112021 Florida Building Code Online Product Approval Method Method 1 Option A Date Submitted 07/29/2020 Date Validated 07/29/2020 Date Pending FBC Approval Date Approved 08/02/2020 Summary of Products FL # Model, Number or Description Name 21706.1 Premium Vinyl (V-4500) Multi -Slide Patio Door 280 7/16" x 120 1/16" Insulated Glass (7/16" SGP Lam In - 3/16" Tempered Out) (OXXXXX or XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21706 R4 C CAC NI013706.01 XXXXXX DP60 281x120 TAS201202203.pdf Approved for use outside HVHZ: Yes FL21706 R4 C CAC NI013706.02 OXXXXX DP60 281x120 TAS201202203.pdf Quality Assurance Contract Expiration Date Impact Resistant: Yes Design Pressure: +60/-60 01/31/2025 Other: Laminated glazing interlayer material Installation Instructions requirements meet the current edition of the FL21706 R4 II 6134T OXXXXX HVHZ FBC 281x120 SS 2017-07-25.pdf FL21706 R4 II 6P4T XXXXXP HVHZ FBC 281x120 SS 2017-07-25.pdf FBC in accordance with Miami -Dade NOA for Verified By: National Accreditation & Management Institute Kuraray SentryGlas and Kuraray PVB interlayers. White ridged PVC exterior Created by Independent Third Party: extrusion requirements meet the current Evaluation Reports edition of the FBC in accordance with Miami- FL21706 R4 AE PER4820 SS 2019-10-30.pd( Dade NOA for VEKA Inc. For fixed glass Shore FL21706 R4 AE PER4821 SS 2019-10-10.pdf A 70-90 durometer setting blocks are used. Created by Independent Third Party: Yes DLO 41.44"x109.06" 21706.2 Premium Vinyl (V-4500) Multi -Slide Patio Door 191" x 120" Insulated Glass (7/16" SGP Lam In - 3/16" Tempered Out) (XXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21706 R4 C CAC NI013706 XXXX DP60 191x120 TAS201202203.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant . Yes 01/31/2025 Design Pressure: +60/-60 Installation Instructions Other: Laminated glazing interlayer material FL21706 R4 II 4P2T XXXP HVHZ FBC 191x120 SS 2017-07-25.pdf requirements meet the current edition of the Verified By: National Accreditation & Management Institute FBC in accordance with Miami -Dade NOA for Created by Independent Third Party: Kuraray SentryGlas and Kuraray PVB Evaluation Reports interlayers. White ridged PVC exterior FL21706 R4 AE PER4822 SS 2019-10-10.pdf extrusion requirements meet the current Created by Independent Third Party: Yes edition of the FBC in accordance with Miami - Dade NOA for VEKA Inc. Setting blocks are required for glazing over 3 feet. 21706.3 Premium Vinyl (V-4500) Multi -Slide Patio Door 281 1/8" x 96" Insulated Glass (7/16" SGP Lam In - 3/16" Tempered Out) (OXXXXX or XXXXXX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21706 R4 C CAC NI013706.03 OXXXXX DP65- Approved for use outside HVHZ: Yes 70 281x96 TAS201202203.pdf Impact Resistant: Yes FL21706 R4 C CAC NI013706.04 XXXXXX DP65- Design Pressure: +65/-70 70 281x96 TAS201202203.pdf Other: Laminated glazing interlayer material Quality Assurance Contract Expiration Date requirements meet the current edition of the 01/31/2025 FBC in accordance with Miami -Dade NOA for Installation Instructions Kuraray SentryGlas and Kuraray PVB FL21706 R4 II 6P4T OXXXXX HVHZ FBC 281x96 SS 2017-07-25.pdf FL21706 R4 II 6P4T XXXXXP HVHZ FBC 281x96 SS 2017-07-25.pdf interlayers. White ridged PVC exterior Verified By: National Accreditation & Management Institute extrusion requirements meet the current edition of the FBC in accordance with Miami- Created by Independent Third Party: Dade NOA for VEKA Inc. For fixed glass Shore Evaluation Reports A 70-90 durometer setting blocks are used. FL21706 R4 AE PER4823 SS 2019-10-10.pdf DLO 40.88"x 85" FL21706 R4 AE PER4824 SS 2019-10-10.pdf Created by Independent Third Party: Yes 21706.4 Premium Vinyl (V-4500) Multi -Slide Patio Door 195 7/8" x 95 7/8" Insulated Glass (7/16" SGP Lam In - 3/16" Tempered Out) (XXXX) Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +65/-70 Other: Laminated glazing interlayer material requirements meet the current edition of the FBC in accordance with Miami -Dade NOA for Kuraray SentryGlas and Kuraray PVB interlayers. White ridged PVC exterior Certification Agency Certificate FL21706 R4 C CAC NIO13706 05 XXXX DP65-70 196x96 LMI.pdf Quality Assurance Contract Expiration Date 12/31/2024 Installation Instructions FL21706 R4 II 2T4P XXXP HVHZ FBC 196x96 SS 2017-07-25.pdf Verified By: National Accreditation & Management Institute Created by Independent Third Party: Evaluation Reports https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqulXQ6Wb7W9%2b6OFDkcNoT%2bt2Dzdt9igRBAJNGS11jz5gQ%3d%3d 2/3 5/11 /2021 Florida Building Code Online extrusion requirements meet the current FL21706 R4 AE PER4825 SS 2019-10-10.pdf edition of the FBC in accordance with Miami- Created by Independent Third Party: Yes Dade NOA for VEKA Inc.Setting blocks are required for glazing over 3 feet. 21706.5 Premium Vinyl (V-4500) Multi -Slide Patio Door 71 3/4" x 79 13/16" Insulated Glass (1/8" Tempered In - 1/8" Tempered Out) (OX, XX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21706 R4 C CAC NI013760.06 (002) XX XO DP65 -70 72x80 TAS202.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 06/30/2023 Design Pressure: +65/-70 Installation Instructions Other: White ridged PVC exterior extrusion FL21706 R4 II PV 2P-2T Multi -Track OX NI FBC 72x80 SS 2019-10-04.pdf FL21706 R4 II PV 2P-2T Multi -Track XX NI FBC 72x80 SS 2019-10-04.pdf requirements meet the current edition of the Verified By: National Accreditation & Management Institute FBC in accordance with Miami -Dade NOA for VEKA Inc. For fixed glass Shore A 70-90 Created by Independent Third Party: durometer setting blocks are used. DLO Evaluation Reports 28.75" x 69" FL21706 R4 AE PER6430 SS 2019-10-04.pdf FL21706 R4 AE PER6433 SS 2019-10-04.pdf Created by Independent Third Party: Yes 21706.6 Premium Vinyl (V-4500) Multi -Slide Patio Door 72" x 80" Insulated Glass (7/16" SGP Lam In - 3/16" Tempered Out) (XO, XX) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL21706 R4 C CAC NI013760.07-Rl.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 06/30/2023 Design Pressure: +65/-70 Installation Instructions Other: Laminated glazing interlayer material FL21706 R4 II PV 2T-2P Multi -Track XO LMI FBC 72x80 SS 2019-10-04.pdf requirements meet the current edition of the FL21706 R4 II PV 2T-2P Multi Track XX LMI FBC 72x80 SS 2019-10-04.pdf Verified By: National Accreditation & Management Institute FBC in accordance with Miami -Dade NOA for Kuraray SentryGlas and Kuraray PVB Created by Independent Third Party: interlayers. White ridged PVC exterior Evaluation Reports extrusion requirements meet the current FL21706 R4 AE PER6431 SS 2019-10-04.pdf edition of the FBC in accordance with Miami- FL21706 R4 AE PER6434 SS 2019-10-04.pdf Dade NOA for VEKA Inc. For fixed glass Shore Created by Independent Third Party: Yes A 70-90 durometer setting blocks are used. DLO 28.75" x 69" Back Next Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The 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: ' m0 �M 99 0 ,Qrad(t Card https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqulXQ6Wb7W9°/g2b6OFDkcNoT*/g2bt2Dzdt9igRBAJNGSIljz5gQ%3d%3d 3/3 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 lip Fj- JELD-WEN, inc. Premium Vinyl V-4500 Sliding Patio Door for Florida Product Approval Current Florida Building Code Method: 1— A (Certificate) Category: Exterior Doors Sub — Category: Product: Material: Product Dimensions: 398 East Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com Sliding Exterior Door Assemblies Premium Vinyl V-4500 Sliding Patio Door PVC 280 7/16" x 1201/16" Prepared For: 'ED-W 3737 Lakeport Blvd. Klamath Falls, OR 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 10/08/2019 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2019.10.10 10:52:43-04'00' O N .7 7dam S OF 0. O 10P: w O 0 Her m�s�Fl�Vmt06 p.E. Florida No. 73778 BUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Manufacturer: JELD-WEN, Inc. Product Category: Exterior Doors Product Sub -Category: Sliding Exterior Door Assemblies Compliance Method: State Product Approval Method (1)(a) Product Name: Premium Vinyl V-4500 Sliding Patio Door (Impact) 280 7/16" x 1201/16" Date: 10/08/2019 Report No: 4820 Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL # 73778) for JELD-WEN, inc. based on Method 1a of the State of Florida Product Approval, Department of Business and Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions G6556.02, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment into substrate material shall be beyond wall dressing or stucco. 3. When used in areas requiring wind borne debris protection this product complies with Section 1609.1.2 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing G6556.02 require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions G6556.02 for size and design pressure limitations. Hermes F. Norero, P.E. Florida No. 73778 Page 2 of 3 BUILDING DROPS Date: 1 019 Report Noo:: 4820 A Perfect Solution in Every Drop! Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in ccordance with the Florida Building Code and State Rules for manufacturing under a Certification Agency through National Accreditation & Management Institute (FBC Organization #CER1773). Performance Standards: The product described herein has been tested per: • TAS 201-94 • TAS 202-94 • TAS 203-94 Referenced Data: 1. Product Testing performed by Architectural Testing, Inc. (FBC Organization # TST2609) Report #: G6556.02-301-44, Report Date: 04/11/2017 Signed and sealed by: Tyler Westerling, FL PE No. 72012 Installation: 2. Certification Agency National Accreditation & Management Institute (FBC Organization #: CER1773) 3. Material Certification Miami -Dade RER — Product Control Section NOA Kuraray America, Inc.: SentryGlas Plus Interlayer Refer to Installation Instructions (G6556.02) for anchor spacing and more details of the installation requirements. Design Pressure: Design Pressure Positive 60 PSF Negative 60 PSF Hermes F. Norero, P.E. Florida No. 73778 Page 3 of 3 So ARCNORING D.S .. FLSTENER WCATIONS FROM CORNER THIRD HAMM TNRM NEAR/SILL e D.C. MAIL TYP. NRU llunN - 4 TYPICAL ELEVATION WITH FASTENER SPACING 3/4' MINIMUM EDGE DISTANCE 3 1 1/2' YIN. EYGEDYENF Gti 1/a M. 9 SHIM SPACE O � n 1.000 [25.4mm] 187 [4.8mm] .090 [2.3mm] .187 [4.Bmm] .1B7 [4.0mm] 0 D GLASS BITE: .997 [25.3— SE5 CORNING 995 GLAZING DETAIL Seale: 2:1 FRAME SECTION (TYP) VERTICAL SECTION NOTE: Caulk between Nailing Flange & Wood Opening. o O i I/4' SHIM SPACE 4 IEYBEDYEW 1 3/4' MINIMUM EDGE DISTANCE 1/2' YIN. EMBEDMENT Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42) 3. Use #8 PH or greater fastener through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the res onsibilil of the architect or en ineer of record for the project of installation. Digitally siljned by Hermes F. Norefo, P.E. Reason: I am approving th{ gcument � Date: 2017.07.25laS�{A:1�-dd1lr.', NAILFIN / THRU JAMB , INSTALLATION 1/4" MAX SHIM SPACE 1 1/2" MIN. EMBEDMENT 3/4" MINIMUM C�q 3 EDGE DISTANCE E1 4 L�J 0 1 1/2" MIN. E7 EMBEDMENT DC 3 1 2 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: _Caulk between Nailing Flange & Wood Opening. Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.Omm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. Q �I� PROJECT' ENGINEER: DATE: E: 3737 LAKEPORT BLVD. 'EN -,��j�..••••... , 07,24,2017 TrELDKLAMATH FALLS OR, 97601 DRAWN BY: This schedule addresses only the fasteners required to anchor the unit Z` • SCALE: J �� ; Q J. HAWIQNS NTS PHONE: (800) 535-3936 to achieve the rated design pressure and impact performance (where -7 O. CHECKED BY: TITLE: applicable) up to the size limitations noted. It is not intended as a guide to the installation does the ! -- * process and not address sealing 7k D.CROWELL consideration that may arise indifferent wall conditions. Forthe T T Premium Vinyl Multi -Slide Patio Door - HVHZ APPROVED BY. complete installation procedure, see the instructions packaged with the unit or go towww.jeld-wen.conVresoumesfinstallafion. i ICI Q 1 J.GOOSSEN 4-Panel 2-Track)O(XP Jamb PART/PROJECT' No.: D014682 DISCLAIMER: 00 0 r .••• 10E 5'•NQ E This drawing and its contents are confidential and are not to be Q, ,�` ��°� �, IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: ,E H SHEET reproduced or copled in whole or in part or used or disclosed to others 398 E�s1tJ1� a i vq `0ite 338 except as authorized by JELD-WEN Inc. alfy[g'aq - - -1:L 1avb04 G6547.02 Venice -FL PremVinyIMTSLDK Cert 4• MA%. SEE ANCNGpING MS r^ I'll i f15fENCp LGCAlIGNS TMRU NEAR/su m• o.c. MTry TNRU JAMB 4==> +4 TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flangelframe to substrate. 2. Use #8 PH or greater fastener through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. For 2X wood frame substrate (min. SG = 0.42) 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. %%1111111/1' THRU JAMB INSTALLATION 1/4" MAX SHIM SPACE 3 p_ tt 3/4" MINIMUM o EDGE DISTANCE 2 E3 0 1 1/2" MIN. £3 EMBEDMENT DC�EE3 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.Omm airspace - 4.8mm annealed - 2.3mm SGP Intedayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. ``��_ n�� : • •: Q�� '' �l/ �� PROJECT ENGINEER: DATE:24 ZO17 07 ' 3737 LAKEPORT BLVD. JE N KLAMATH FALLS OR, 97601 DRAWN BY: This schedule addresses only the fasteners required to anchor the unit �� '••• •. 'p • ` SCALE:/ , .Z` �� ; Q ], HAWKINS NTS PHONE' (800) 535-3936 to achieve the rated design pressure and impact performance (where ,. O 7 �_ CHECKED BY: D.CROWELL TITLE: applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing • - _1 * consideration that may arise indiferentwallconditions. For the 7� O i r Premium Vinyl Multi -Slide Patio Door - HVHZ APPROVED BY., complete installation procedure, see the instructions packaged with the unitorgotowww.jeld-wen.comlresources(nstallaton. (V wo t� • O O r ],GOOSSEN 4-Panel 2-Track XXXP Jamb DISCLAIMER: • '� .' 'I PART/PROJECT No.: D014682 This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others`° j� `` 33B 398 E�sX1Da�;Ilq— IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET except as authorized byJELD-WEN Inc. _tiT< 04�ite G6547.02 Venice -FL PremVinyIMTSLDR2Cert r MA% SEE ANCHORING OWGS IfOR Fh NER LGCAgI GORNE G I NAX "IPU jag TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3/16" Tapcon or equivalent fasteners through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into concrete or masonry at each location with a 21/2" min. from edge distance. For concrete (min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 111111111/�� CONCRETE/MASONRY INSTALLATION Max Frame DP 11MPACT 191 x 120 + — 60 1 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.0mm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. sses only the fasteners required to anchor the unit This schedule addresses to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the unit or go to www.jeld-wen.conVresourcesrnstallaticn. DISCLAIMER: This drawing and its contents are confidential and are not to be Q '/ '• ` � � � �� Q � O. 7 _ 1 �_ = r l ((/ i O • • 0 �P • �7et ' PROJECT ENGINEER: BY: ]. HAWKINS CHECKED BY: D.CROWELL APPROVED BY: APPROVED OOSSEN PART/PROJECT No.: D014682 IDENTIFIER No. G6547.02 reproduced or copied In whole or In part or used or disclosed to others except as authorized by JELD-WEN Inc. �'$� I��E'f1 398 E/�st axiik�B�hkb rvcc�� ``S�`te 338 r� a ,Beach, EL W4 DATE` 3737 LAKEPORT BLVD. 07/24/2017 SCALE: JELDrWENKLAMATH FALLS OR, 97601 NTS PHONE: (800) 535-3936 TITLE: Premium Vinyl Multi -Slide Patio Door - HVHZ 4-Panel 2-Track XXXP lamb PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET Venice -FL PremVInvIMTSLDR2 Cert SK MCHORINO RWGS M" CORN[ FS THRU HEAD/SILL NW �4ua TYPICAL ELEVATION WITH FASTENER SPACING MI embe, of fhn• Ih pad fnm. Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #8 TEK Self -Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min.18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. %11111111111 DD [2s.4—] [4.8m 3 ] [2.3mm] 87 [4.8m 1 i5 BITE; [25.3mm] STEEL INSTALLATION ' Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted international Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.8mm tempered - I O.Omm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. O '// PROJECT ENGINEER: DATE: 3737 LAKEPORT BLVD. �� / •. '� �� JELDr'�1TEN KLAMATH FALLS OR, 97601 DRAWN BY: SCALE: This schedule addresses only the fasteners required to anchor the unit .Z` �.� Q J. HAWKINS NTS PHONE' (800) 535-3936 to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide O. 7 CHECKED BY: TITLE: _i to the installation process and does not address the sealing * : 7C D.CROWELL consideration that may arise in different wall conditions. For the = r T APPROVED BY: Premium Vinyl Multi -Slide Patio Door - HVHZ complete installation procedure, see the instructions packaged with the unit or otowww.'eld-wen.com/resourcesrinstallation. i �C/ J.GOOSSEN g www.jeld-wen.com/resourcesrinstallaflon. 0 OP•� : PARTIPROJECTNo.: 4-Panel 2-Track)=P Jamb DISCLAIMER: 04r ' This drawing and Its contents are confidential and are not to be %�'' �TOER�j D014682 reproduced or copied In whole or In part or used or.disclosed to others / °� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET except as authorized b JELD-WEN Inc. 398 Est a i v ``ST�ite 338 P y Iia 0.9q . - .%4 4 G6547.02 Venice -FL PremVinyNTS0112 Cert SEE ANCHORING DWGS 1• NA%. a' O.C. NAN M. FOR FASTENER LOUTIONS RON CORNER TNRU NMIFIN THRU NERD/SILL a' O.C. MM TTR. RU NMEi1X nnR winrNfat• TYPICAL ELEVATION WITH FASTENER SPACING 1/v HIN. ENREONENT FRAME SECTION (TYP) VERTICAL SECTION NOTE: Caulk betwean Nalling Flanga a Wood Opening. Installation Notes: 1. Seal flange/frame to substrate. 2. Use 98 PH or greater fastener through the nailfin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2x wood frame substrate (min. S.G. = 0.42) 3. Use #8 PH or greater fastener through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. 4. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 5. Use #8 PH or greater fastener through hook strip 6" from end�+�gdh NAILFIN / THRU JAMB INSTALLATION ROCNET OEHTH 4 1/4 a�O O 0�0 C. FRAME JAMB SECTION 17111 HORIZONTAL SECTION Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted Intemational Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.Omm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. r• / �I �� PROJECT ENGINEER: DATE: 3737 LAKEPORT BLVD. �� . • • • • �i 07/24/2017 �� •• . '� ��i DRAWN BY: SCALE: JELDF-WENKLAIVIATH FALLS OR, 97601 This schedule addresses only the fasteners required to anchor the unit Z � to achieve the rated design pressure and impact performance (where = �. HAW KTNS NTS PHONE: (800) 535-3936 applicable) up to the size limitations noted. It is not intended as a guide 7 —1 �_ CHECKED BY: TITLE: to the installation process and does not address the sealing * .7t D. CROW ELL consideration that may arise in different wall conditions. For the = r 1 = APPROVED BY: Premium Vinyl Multi -Slide Patio Door — HVHZ complete installation procedure, see the instructions packaged with the unit or go towww.jeld-wen.com/resourceainstallaUon. i r� �[/ 1GOOSSEN 4-Panel 2-Track)=P Pocket i C 0 P PART/PROJECT No.: DISCLAIMER: This drawing and its contents are confidential and are not to be��' •0� D014682 reproduced or copied In whole or in part or used or disclosed to others r °� rlDEN`TIFIER NoLA . PNT NAME AND LOCATION: CAD DWG. No.: REV: SHEET except as authorized byJELD-WEN Inc. 398 E�srt a T Haas v .`X,3ite 338 ,$ r�. greach,.%4V'W04 6547.02 Venice -FL PremVInylMTSLDR2Cert 4- Y 9EE M1H. D D.. .roR FAA ER U)CAMONS CDRNE 9 inxu nuu,aiu W O C. W% ITP. THRB JAMB 'u TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fastener through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. See additional details for location and spacing. For 2X wood frame substrate (min. SG = 0.42) 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Use #8 PH or greater fastener through hook strip 6" from ends and 12" o.c. 1.000 [25.4—] .187 [4.8mm] .090 [2.3mm] .187 [4.8mm] O GU99 err.: .997 [25.3m 1 DOW CORNING 995 AZING DETAIL GIB: 2:1 E SECTION (TYP) UICAL SECTION THRU JAMB INSTALLATION Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.Omm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. *�C] I • I Q 1/1 PROJECT ENGINEER: DRAWN BY: J HAWIQNS This schedule addresses only the fasteners required to anchor the unit .Z` : • �� 1.0 to achieve the rated design pressure and impact performance (where 7 CHECKED BY: applicable) up to the size limitations noted. It is not intended as a guide to the installation does the O. * process and not address sealing 7� D.CROW ELL consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the T T PPR APPR APPROVED BY: unit or go to www.jeld-wen.cemtresourcesMstallafion. • 0 �P OOSSEN PART/PROJECT No.: D014682 DISCLAIMER: This drawing and Its contents are confidential and are not to beE�*IIOE�I3�7,1(7�(8�.�. - •• %b IDENTIFIER No. reproduced or copied In whole or In part or used or disclosed to others 396 E'�sit paiSiST�`t 330 b HSvd ` d � except as authorized byJELD-WEN Inc. I�p a. each _FI. 4 G6547.02 DATE` 3737 LAKEPORT BLVD. U7,�4/2017 JELDVEN KL sc�LE: AMATH FALLS OR, 97601 TS PHONE: (800) 535-3936 TITLE: Premium Vinyl Multi -Slide Patio Door - HVHZ 4-Panel 2-Track XXXP Pocket PLANT NAME AND LOCATION: CAD DWG. No.: I REV: SHEET Venice -FL PremVinvIMTSLDR2 Cert 4' FOR YAN. SEFASTENER 1FI S E I '"ORINO DWOs iPDY D/ CORHEPs TXRU HE10/SISILL 8' O.C. Y1X TW TXPU .WIS <,4==t) <'4� nR wmTn• w1 TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: 1. Seal flange/frame to substrate. 2. Use 3116" Tapcon or equivalent fasteners through the pre -drilled holes in the head/sill tracks at the center (2) towers with sufficient length to penetrate a minimum of 1 1/2" into concrete or masonry at each location with a 21/2" min. from edge distance. For concrete (min. fc = 3000 psi) or masonry substrate (CMU shall adhere to ASTM C90). 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Use #8 PH or greater fastener through hook strip 6" from ends and 12" o.c. •`��1111111/�� CONCRETE/MASONRY INSTALLATION POCKET DEPTH . 1/4 a�0 4 o �o 0 FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM El300. 3. At minimum, glazing is 4.8mm tempered-10.0mm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. f . 1 0 1'e PROJECT ENGINEER: DRAWN BY: This schedule addresses only the fasteners required to anchor the unit .r • �� •'.�C] '� ) HAWIQNS to achieve the rated design pressure and impact performance (where 7 applicable) up to the size limitations noted. It is not intended as a guide O. I 1 �_ CHECKED BY: to the installation process and does not address the sealing * 7� D.CROW ELL consideration that may arise in different wall conditions. Far the - complete installation procedure, see the instructions packaged with the APPROVED BY:14/ T T PPR OOSSEN unit or go to www.jeld-wen.comlresoumes(nstallagon. t� • 0 r •• PART/PROJECT- No.: DISCLAIMER: This drawing and its contents are confidential and are not to beE/�}' N �7�7r�• D014682 reproduced or copied in whole or in part or used or disclosed to others 398 E'�sd Arii ;gkir 13ivd `ST�`t 338 IDENTIFIER No. a except as authorized by JELD-WEN Inc. IiA go ,Beach, _EL )04 G6547.02 DATE: 3737 LAKEPORT BLVD. 07/24/2017 JELDrWENKLAMATHSCALE: FALLS OR, 97601 NTS PHONE: (800) 535-3936 TITLE: Premium Vinyl Multi -Slide Patio Door - HVHZ 4-Panel 2-Track XXXP Pocket PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET Venice -FL I PremVinvIMTSI-DR2 Celt I Al -SEE ANCHORING M ERDY CDRNE 5 THRU HEAD/SILL . D.O. Ru AUD HRU M i TYPICAL ELEVATION WITH FASTENER SPACING um..mb.em.,n .1 M... M.wa, D..1 Inm. — M. b.. .1 Mn. 1h p..1 I— Installation Notes: 1. Seal flange/frame to substrate. 2. For anchoring into metal framing use #8 TEK Self -Tapping screws with sufficient length to achieve a minimum embedment of three threads past the frame thickness. Steel substrate min. 18ga., fy = 33 ksi. 3. Host structure (wood buck, masonry, steel) to be designed and anchored to properly transfer all loads to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 4. Use #8 PH or greater fastener through hook strip 6" from ends and 12" o.c. This schedule addresses only the fasteners required to anchor the unit to achieve the rated design pressure and impact performance (where applicable) up to the size limitations noted. It is not intended as a guide to the installation process and does not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the unit or go to www.jeld-wen.com/resourcesriinstallagon. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or In part or used or disclosed to others except as authorized by JELD-WEN Inc. 398 338 STEEL INSTALLATION PO= DEFTH 4 1/4 4 o 1H D..D. m1 s1.a slue 0 FRAME JAMB SECTION MP) HORIZONTAL SECTION Max Frame DP IMPACT 191 x 120 + — 60 YES General Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. 3. At minimum, glazing is 4.8mm tempered-10.0mm airspace - 4.8mm annealed - 2.3mm SGP Interlayer by Dupont - 4.8mm annealed insulating glass. 4. Use structural or composite shims where required. PROJECT' ENGINEER: DATE: 3737 LAKEPORT BLVD. 07,24,2017 JELDEN DRAWN BY: - scaLE: KLAMATH FALLS OR, 97601 J.HAWKINS NTS PHONE: (800) 535-3936 CHECKED BY: TITLE: D.CROWELL APPROVED BY: Premium Vinyl Multi -Slide Patio Door - HVHZ J.GOOSSEN 4-Panel 2-Track)=P Pocket PART/PROJECT No.: D014682 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: A SHEET G6547.02 Venice -FL PremVinvIMTSLDR2 Cer - H NOTES: ANCHOR PATTERN LOCATED IN TRACKS 1 & 2 SHIFT AS DETAILED 1�. HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2" OF KEEPER LOCATION 2�. ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB > THRU FRAME INSTALLATION 0.172 THRU TYP "0 .375 Z FIRST & SECOND WALLS TYP VELD & DOORS P ] ° o "" m� 2-TRACK FRAME ]ONES MULTI -SLIDE PATIO DOOR avr¢ovm er: ] JONES F3--> JAMB ANCHOR HOLE DETAIL 4.Z7Z� NOTES: 1� ANCHOR PATTERN LOCATED IN TRACK 1 SHIFT AS DETAILED 1� HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2" OF KEEPER LOCATION 2�ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB 3� NAIL FIN INSTALLATION 0.172 THRU TYP " 0 .375 z FIRST & SECOND WALLS TYP J�crLD & Baoes Ph '" °�" 2-TRACK FRAME J JONES MULTI -SLIDE PATIO DOOR awnovm er. ] ]ONES F3 i JAMB ANCHOR HOLES DETAIL DETAIL AA M 1 SCALE 1 / 4 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 2�TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3�ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL S�TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 DOORS WITH THRU FRAME INSTALL LENGTH/ LENGTH/(# OF PANELS + POCKETS) TY (# OF PANELS + POCKETS)/2 AB<, i r i 1 PATTERNLT _ PATTERN, SYM LENGTH/(# OF PANELS) TYP DETAIL AD TYPICAL HOLE SCALE 1 / 1 72 THRU TYP 0.375 'Z' FIRST & SECOND WALLS TYP AD 3737 La IJELBrWENlaamath Faf WINDOWS & DOORS Phone:(54 J JONES I 2-TRACK FRAME mom; MULTI -SLIDE PATIO DOOR J JONES 16> SILL AND HEAD ANCHOR HOLES DETAIL EICT 1 DETAIL AE SCALE 1 / 4 iPATTERN, SYM NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 2�TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL >NCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL S>TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 DOORS WITH NAIL FIN INSTALL LENGTH/(# OF PANELS)/2 LENGTH/(# OF PANELS) TYP- AFa AE AGL]2 /� \ i i1 EXT 1 \ �_� LENGTH/(# OF PANELS) TYP DETAIL AH TYPICAL HOLE SCALE I / 2 ,%I I1 0.172 THRU TYP " 0.375 T FIRST & SECOND WALLS TYP AH 5 T�M V. E 10a3737 Lakeport Blvd, math Falls, OR 9 601 J aD W I N D O W S & D O O R S Phone: (541) BB2-3451 2-TRACK FRAME MULTI -SLIDE PATIO DOOR SILL AND HEAD ANCHOR HOLES DETAIL 67-396.1pt "G" : P012967 4. EXT 1 DETAIL AN SCALE 1 / 4 EXT 1 DETAIL AP SCALE 1 / 4 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL E2 TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 1 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL [3 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL �5 TYP 3 ANCHOR PATTERN LOCATED IN TRACK 1 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA © CONFIGURATION FOR PG 60/65 POCKET DOORS WITH NAILFIN INSTALL E7 POCKET HEAD AND SILL END; MIRROR FOR 2-POCKET CONFIGURATIONS LENGTH/ (# OF PANELS + POCKETS) LENGTH/(# OF PANELS + POCKETS) TYP /2 AN ARa AP 3 ASa I 1 a PATTERN,SYM LENGTH/(# OF PANELS + POCKETS) TYP EXT 1 0.172 THRU TYP " 0.375 T FIRST & SECOND WALLS TYP TELIIW j '{�,T 3737 IN WINDOWS & DOORS Phone:( IION—ION-ES TII� 2-TRACK FRAME MULTI -SLIDE PATIO DOOR AwaovEn J JONEer:S © SILL AND HEAD ANCHOR HOLES DETAIL IDENTIFIER No. MODELNgAn.—, n,. — I DRAWING N.:— - - — — - — EXT 1 DETAIL AU SCALE 1 / 4 DETAIL AV EXT 1 SCALE 1 / 4 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL E2 TYP 2 ANCHORS PER PANEL LOCATED IN TRACK 1 & 2 AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3�ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 1 TOWER BOTH HEAD AND SILL S�TYP 5 ANCHOR PATTERN LOCATED IN TRACK 1 & 2 TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR PG 60/65 POCKET DOORS WITH THRU FRAME INSTALL 7�POCKET HEAD AND SILL END; MIRROR FOR 2-POCKET CONFIGURATIONS DETAIL BA EXT 1 SCALE 1 / 4 LENGTH/(# OF PANELS)/2 LENGTH/# OF PANELS) TYP AVQ2 AU �'� `� BA AWa_ ,-� I AY EXT I t PATTERN PATTERN, SYM t PATTERN LENGTH/# OF PANELS) TYP 0.172 THRU TYP LJ 0.375 T FIRST & SECOND TYP DETAIL BD SCALE 1 / 4 NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED BETWEEN TRACK TOWERS AT SILL E2 TYP 1 ANCHOR PER PANEL LOCATED BETWEEN TRACK TOWERS AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL ANCHOR PATTERN LOCATED BETWEEN THE TRACK TOWERS AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED BETWEEN TRACK TOWERS ON SILL L5 TYP 5 ANCHOR PATTERN LOCATED BETWEEN TRACK TOWERS APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA ©CONFIGURATION FOR WELDED FRAME PG 60/65 DOORS WITH NAIL FIN OR THRU FRAME INSTALL 7 HEAD AND JAMB FOLLOW PG 60/65 FOR THRU FRAME OR NAIL FIN INSTALLATION 1 -- LENGTH/(# OF PANELS) THRU TYP .375 Z SCREW BOSS TYP V{WI OWS & DOORS 2-TRACK FRAME MULTI -SLIDE PATIO DOOR