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BCIS Home Log In 1 User Registration y. Hot Topics Submit Surcharge Stats&Facts Publications i F8C Staff BCIS Site Map i Links Search d 710!4dii VN Product Approval -i USER:Public User RECENED ,;:,se:FtsYsre Product Approval Menu>P.roduct or AopPcation Search>Aonhcation List>Application Detail FEB. 06 2019 �� 6 y FL# 1 FL14095 R10 Application Type Revision Permitting Department Code Version 17 St.LUCle COUntY Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived (. Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hun Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 07/11/2017 Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model,Number or Name Description 14095.1 Premium Atlantic Vinyl Single Hung(8100)36"x 72"Insulated Glass(5/16 in PVB or SGP Lam- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F t_14G95 RiQ C CAC_NT011567.04-R3._pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 04/30/2025 Design Pressure:+65/-70 Installation Instructions Other:Laminated glazing interlayer material requirements FL14095 RIO II FL14095 R5 II DP65- meet the current edition of the FBC in accordance with 70 36x72 Imoact Installation Instructions.pdf Miami-Dade NOA for DuPont SentryGlas and DuPont PVB FL14095 R10 II N1011567.04-R3 Dwgs 07252u"17.pdf interlayers.White PVC exterior extrusion meet the current Verified By: Hermes Norero,PE 73778 edition of the FBC in accordance with Miami-Dade NOA for Created by Independent Third Party:Yes Quanex.IG back bedded with Dow 995.Safety glazing Evaluation Reports required to the exterior at heights above 30 feet. E1 40Q5 R10 AE__...-PER U-4S- f Created by Independent Third Party:Yes 14095.2 Premium Atlantic Vinyl Single Hung (8100)36"x 72"Insulated Glass(1/8 in- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 RIO C CAC NI011567.08-Rl.odf Approved for use outside HVHZ:Yes FL14095 P.10 C CAC NI011567.09-R2.1)df Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure:+65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 R10 II NI011567.09-R2 Dwgs 07252017.pdf Quanex.IG back bedded with Dow 995.Safety glazing FL14095 R10 1I PAV TSH_FBC 36x72 55_2017-06-26.0 f required to the exterior at heights above 30 feet. Verified By: Hermes Norero,PE 73778 Created by Independent Third Party:Yes Evaluation Reports FL14095 R10 AE PER4869 SS 2017-06-26.pdf Created by Independent Third Party:Yes 14095.3 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(3/16 in- 3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC NI011567.06-R1.0 Approved for use outside HVHZ:Yes Fl_14U95 RIO C CAC NI011567 07_R2.- f Impact Resistant:No Quality Assurance Contract Expiration Date Design Pressure: +65/-70 04/30/2025 Other:White PVC exterior extrusion meet the current Installation Instructions edition of the FBC in accordance with Miami-Dade NOA for FL14095 R10 II NIO11,67.07-R2 Dwgs 07252017.Ddf Quanex.IG back bedded with Dow 995.Windows with FL14095 R10 II PAV TSH FBC 52x75 SS 2017-06-26.odf insulated glass wider than 36"require setting blocks.Safety Verified By: Hermes Norero,PE 73778 glazing required to the exterior at heights above 30 feet. Created by Independent Third Party: Yes Evaluation Reports FL1.4095 R10 AE PER4870 SS 2017-06-26.1)df Created by Independent Third Party:Yes 14095.4 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in PVB or SGP Lam-1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 P10 C CAC NI011567.02-R2.pdf Approved for use a VHZ:Yes Quality Assurance Contract Expiration Date Impact Resinre: Yes 04/30/2025 Design Press +50/-60 Installation Instructions Other:Laminlaz' ' erlayer material requirements FL14095 R10 11 FL14095 R5 ti DP50- meet the current edition of the FBC in accordance with 60 52 125x75 Impact• Installation Instructions odf Miami-Dade NOA for DuPont SentryGlas and DuPont PVB F1-1.4095 RIO 1I N101_1;567,02-R2 Dwgs 0725201.7.pdf , interlayers.White PVC exterior extrusion meet the current Verified By: Hermes Norero,PE 73778 edition of the FBC in accordance with Miami-Dade NOA for Created by Independent Third Party:Yes Quanex.IG back bedded with Dow 995.Windows with Evaluation Reports insulated glass wider than 36"require setting blocks.Safety EL14Q95-R10 AE PER3091.._pdf glazing required to the exterior at heights above 30 feet. Created by Independent Third Party:Yes 14095.5 Premium Atlantic Vinyl Single Hung(8100)52 1/8"x 75"Insulated Glass(5/16 in SGP Lam-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14095 R10 C CAC N1011567.01-R1.Ddf Approved for use outside HVHZ:Yes FL14095 P.10 C CAC NI011567-RI.Ddf Impact Resistant:Yes Quality Assurance Contract Expiration Date Design Pressure: +65/-75 04/30/2025 a - 14 O.C.MAX MIN.DISTANCE MASONRY INSTALLATION 7HRU JAMB FROM FOR EDGE:2112' ! CORNERS A QC MASONRY 2 BLOCK MIN. j 16.5'O.C. su EMBEDMENT ! MAX.THRU 21' JAMS I 1 1/4"MIN. li EMBEDMENT 1/4°MAX 1/4"MAX SHIM;PACE •v 3 SHIM SPACE !� MIN.DISTANCE V _a ! 2mm FOR EDGE:2 1/2" a Q 2 3mm 3mm a o ' BITE _ j j 13.6._ MASONRY 0/4101 BLOCK i : JAMB SECTION(TYP) i' GLAZING DETAIL HORIZONTAL SECTION FRAME SECTION(TYP) VERTICAL SECTION i 1/4-MAX . SHIM SPACE s-MO.FROM �d MIR CORNERS ,a C '� EMBF.I MFNT 4 PREMIUM ATLANTIC VINYL SH WINDOW - a.oa.. BLOCK NRY Max Frame DP RATING IMPACT WINDOW WIDTH(52 1/e'HAX•)-- I 1 52 1/8 x 75 +50/-60 1 YES „ MIN.DISTANCE TYPICAL ELEVATION WITH FASTENER SPACING FOR EDGE:2 1/2' LARGE MISSILE IMPACT General Notes: Installation Notes: 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 1. Seal flangelframe to substrate. of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 2. Use 3/16"ITW Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of 1 1/4"into concrete or masonry at each location with a 21/2"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. 2. All glazing shall conform to ASTM E1300. concrete (min.fc=3000psi)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 3. At minimum,glazing 3mm annealed 11 mm airspace 3mm annealed 2mm PVB Interlayer by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. 4. Use structural or composite shims where required. project of installation. This schedule addresses only the fasteners required to anchor the window to achieve the rated design pressure up to the size limitations noted. It is not intended as a guide to the installation process and does �` •'•• ��� PR03ECT ENGINEER: DATE: 3737 Lakeport Blvd not address he sealingconsideration that may arise in different wall �� �` •'' • �` -- 08/13/2014 y :' =. JELIW Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions �. r �) DRAWN BY: SCALE: with the window or o to 7f�jf p D.Vezo NTS Phone: (541)882 3451 packaged g !"•-•• CHECKED BY: TITLE: www.jeld-wen.com/resources/installation. _ * = 71r _ J. Kantola -0 T T = APPROVED BY: Premium Atlantic Vinyl Impact Single Hung Window DISCLAIMER: -)3 �.l t1i ` -- This drawing and its contents are confidential and are not to be �� 0,n fl4.•`• ��� PART PROJECT NO.: reproduced or copied in whole or in part or used or disclosed to others 'ice p E. D608729 �8 except as authorized by JELD-WEN Inc. 398 E �ailte 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: 00SHEET 2 OF 3 ea 4 NCTL210-3874- -FBC CA LAE BCIS Home Log In { User Registration Hot Topics t Submit Surcharge Stats&Facts i Publications FBC Staff BCIS Site Map Links Search Product Approval yp USER:Public User db r Product Approval Menu>Product or ADDlication Search>Application List>Application Detail FL# FL14088-R8 ' z Application Type lion Code Version 2017 Application Status Approved Comments Archived l Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category CF!xed Subcategory Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By .;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 i)Yes -No 0,N/A Product Approval Method Method 1 Option A Date Submitted 08/15/2017 Date Validated 08/15/2017 Date Pending FBC Approval Date Approved 08/16/2017 Summary of Products FL# Model,Number or Name Description 14088.1 Premium Atlantic Vinyl Fixed (8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLaF!14 R8 C_CAC l.._N10115ZB-Rodf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2025 Design Pressure: +55/-55 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.Miami-Dade NOAs: Quanex Building 55 52 125x75 Installation Instructions.pdi' Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party:Yes Evaluation Reports FL14088 R8 AE PER3111.pdf Created by Independent Third Party:Yes 14088.2 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(3/16 in-3/16 out Tempered) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FLI,_tMa_R8 C CAC.NI011677-R1.- f Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 08/30/2025 Design Pressure:+65/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL14088 R8 II DP- require setting blocks. Miami-Dade NOAs: Quanex Building 65 52,12505 Installation Instructions.pdf Products,Inc PVC(12-1017.02 and 13-0425.15). Verified By: Hermes Norero 73778 Created by Independent Third Party: Yes Evaluation Reports FL14088 R8 AE PER3110.pdf Created by Independent Third Party:Yes 14088.3 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(5/16 PVB Lam in-3/16 Annealed out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14088 R8 C CAC NI011699-R1.pdf Approved for use de HZ:Yes Quality Assurance Contract Expiration Date Impact Resista :Yes 09/30/2025 Design Pressu e:+55/-5 Installation Instructions Other:Windows nsulated glass units wider than 36" FL14088 R8 II DP- require setting blocks.These windows do not meet small 55 52.12505 Impact LMI Installation Instruction�dfl missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party: Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R8 AE PER3109.pdf the exterior lite is tempered. Miami-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont PVB Interlayer(13-0129.27). 14088.4 Premium Atlantic Vinyl Fixed(8300)52.125"x 75"Insulated Glass(5/16 SGP Lam in-3/16 Tempered out) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes F1.14088 R8 C CAC NI01.1747-R1.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 11/30/2025 Design Pressure:+65/-65 Installation Instructions Other:Windows with insulated glass units wider than 36" FL1408$ R8 I )PU&5 52-.1.25 x require setting blocks.These windows do not meet small 75 LMI Installation Instructions.odF missile impact wind-borne requirements as required by FBC, Verified By: Hermes Norero,PE 73778 section 2411.3.3.7 when the exterior lite is annealed.These Created by Independent Third Party:Yes windows meet small missile impact wind-borne protection Evaluation Reports requirements as required by FBC,section 2411.3.3.7 when FL14088 R8 AE PER3112.pdf the exterior lite is tempered.Miami-Dade NOAs: Quanex Created by Independent Third Party:Yes Building Products,Inc PVC(12-1017.02 and 13-0425.15), Dupont SentryGlas Interlayer(11-0624.02). Back Next 1 MAX5THRU FROM IN.DISTANCE FRAME CORNERS FOR DISTANCE MASONRY INSTALLATION MASONRY Y A CD BLOCK MIN d d 3 EMBEDM NT 15.5'O.C. MAX.THRU FRAME 11/4"MIN. ' 1/4"MAX EMBEDMENT SHIM SPACE 3 ]/4'MAX 'v SHIM SPACE FRAME SECTION(TYP) MIN,DISTANCE VERTICAL SECTION FOR EDGE:21/2" V n 22.0 y (11��ILIF�L�J 2.0 mm LJ Q 5.0 mm 3.0 mm V V S g MASONRY = BLOCK GLASS BITE 13.0 mm JAMB SECTION(TYP) DOW 995 HORIZONTAL SECTION GLAZING IETAI 1/4"MAX SHIM SPACE _ d 2 11/4'MIN, �I EMBEDMENT II 4Q. MASONRY Max Frame DP RATINGI IMPACT �---WINDOW WIDTH(52.125' MAX.)- Q BLOCK 52 1/8 x 75 +55/-55 1 YES TYPICAL ELEVATION WITH FASTENER SPACING MIN.DISTANCE J FOR EDGE:21/2" Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use 3/16"Tapcon or equivalent fasteners through frame with sufficient length to penetrate a minimum of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida of 1 1/4"into concrete or masonry at each location with a 21/2"min from edge distance.For concrete Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. (min.fc=3000psi)or masonry substrate(CMU shall adhere to ASTM C90). 2. All glazing shall conform to ASTM E1300. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 3. At minimum,glazing shall be 5mm annealed-10mm airspace-3mm annealed-2mm PVB by to the structure. The host structure is the responsibility of the architect or engineer of record for the DuPont-3mm annealed. project of installation. 4. Use structural or composite shims where required. 5. Installation methods can be interchanged within the same opening. 6. An impact protective system is not required where wind borne debris protection is mandated by local This schedule addresses only the fasteners required to anchor the building code. window to achieve the rated design pressure up to the size limitations 0*'���� 7. Maximum sizes are buck sizes and do not include fin or flange. noted. It is not intended as a guide to the installation process and does % PROJECT ENGINEER: DATE: not address he sealing consideration that may arise in different wall ����Q' ��` �i -- 10/14/2013 JEL"ENKlamath1 3737 Lakeport Blvd conditions. For the complete installation procedure,see the instructions : .Z` �,� i DRAWN BY: SCALE: Falls,OR.97601 packaged with the window or go to 7 D.Vezo NTS Phone: (541)882-3451 j www.jeld-wen.com/resources/installation. _ - '* CHECKED BY: TITLE: J. Kantola DISCLAIMER: T T ! APPROVED BY: Premium Atlantic Vinyl Impact Fixed Window This drawing and its contents are confidential and are not to be % 0 Masonry Installation (52.125"x 75") PART PROJECT No.: reproduced or copied in whole or in part or used or disclosed to others �� a .2' No. ' e �� D609461 except as authorized by JELD-WEN Inc. 398 E��t a •�Q?te 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET } NCTL210-3909- -FBC QQ 3OF4 �,tx "4�3;;������' BCIS Home Log In( User Registration Hot Topics I Submit Surcharge Stats&Facts Publications € FBC Staff BCIS Site Map Links Search b a m� Product Approval � USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail p11 "'41"RE� FL# FSL1870-R5 Application Type Affi ,) rma ion Code Version 017 A roved Application Status pp Comments Archived I.....1 Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category CWindowsSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert].Amoruso,P.E. Evaluation Report Florida License PE-49752 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By Steven M. Urich,PE !...1 Validation Checklist-Hardcopy Received Certificate of Independence FL1.1870 R5 COI C of 1 2263 RevO 413- 1003 JW StructuralMullion.ndf Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11870 R5 Equiv EER 2263 RevO 413- 1003 JW StructuralMullion A.pdf 1 Sections from the Code l 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 C)'No f.%N/A Product Approval Method Method 1 Option D Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/12/2017 SummarV of Products F Model,Number or Name Description 11870. Clipped Aluminum Tube Mullion 1x3 or 1x4 Tube Mullion Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11870 R5 II IELD0108 RevO.pdf Approved for use I e HZ:Yes Verified By: Robert J.Amoruso,P.E.49752 Impact Resists :Yes Created by Independent Third Party:Yes Design Press re: +75/-75 Evaluation Reports Other: FL11870 R5 AE PER 2263 RevO 413- 1003 JW StructuralMul lion A.odf Created by Independent Third Party: Yes 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 emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Aplproovval Accepts: Cretin Card Safe - ------- --- JELD-EVEN - -- ---- -- CLIPPED ALUMINUM TUBE MULLION 0 LARGEAND SMALL MISSILE IMPACT RESISTANT- II FHZ F W MULLION SPAN VS. LOAD WIDTH TABLES-INSTALLATIONANCHORAGE DETAILS & (- GENERAL NOTES: INSTALLATION NOTES: 1.THE SYSTEM DESCRIBED HEREIN HAS BEEN DESIGNED AND TESTED IN ACCORDANCE WITH THE CURRENT EDITION OF THE FLORIDA I.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. BUILDING CODE,FOR USE WITHIN AND OUTSIDE THE HIGH VELOCITY HURRICANE ZONE PER TAS 201/2021203.AND ALUMINUM DESIGN MANUAL. 2.ENSURE MINIMUM EDGE DISTANCE FOR ALL ANCHORS AS 2-1/4"TO CONCRETE AND 2'TO HOLLOW BLOCK. 2.NO 33-1/3%INCREASE IN ALLOWABLE STRESS HAS BEEN USED IN THE DESIGN OF THIS SYSTEM.WIND LOAD DURATION FACTOR 3.WHERE ANCHORS FASTEN TO NARROW FACE OF STUD FRAMING,ANCHOR SHALL BE LOCATED IN CENTER OF o W m r Cd=1.6 HAS BEEN USED FOR WOOD ANCHOR DESIGN. NOMINAL 2x(MIN)WOOD STUD(.e.3/4'EDGE DISTANCE IS ACCEPTABLE FOR ANCHORS TO WOOD FRAMING). > N LLO 3.POSITIVE AND NEGATIVE DESIGN PRESSURES CALCULATED FOR USE WITH THIS SYSTEM SHALL BE DETERMINED BY OTHERS ON A 4,ANCHORS TO STEEL OR ALUMINUM SHALL HAVE A MINIMUM EDGE DISTANCE OF 1/2". _ _ w _ e� JOB SPECIFIC BASIS IN ACCORDANCE WITH THE GOVERNING CODE. 5.WOOD HOST STRUCTURE SHALL HAVE SPECIFIC GRAVITY(SG)=0.55 OR GREATER. O a o 4.THE SYSTEM DETAILED HEREIN IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SPECIFIC SITE.FOR SITE CONDITIONS N DIFFERENT FROM THE CONDITIONS DETAILED HEREIN,A LICENSED ENGINEER OR REGISTERED ARCHITECT SHALL PREPARE SITE 0 6.ANCHOR REQUIREMENTS AS SHOWN HEREIN,INCLUDING MINIMUM EMBEDMENT AND EDGE DISTANCE, �p �O 2 SPECIFIC DOCUMENTS FOR USE IN CONJUNCTION WITH THIS DOCUMENT. EXCLUDES STUCCO,FOAM,BRICK,AND OTHER WALL FINISHES. m ZO Z W 5.PERMIT HOLDER SHALL VERIFY THE ADEQUACY OF THE EXISTING STRUCTURE TO WITHSTAND SUPERIMPOSED LOADS.WOOD BUCKS 7.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN WITHIN THE HVHZ,A ONE-TIME Li JY -'Q Q O 7 (BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS TO THE EXISTING STRUCTURE. SITE-SPECIFIC NOTICE OF ACCEPTANCE SHALL BE APPLIED FOR AND SECURED FROM THE MIAMI-DADE ?O O u) Y Z BUILDING CODE COMPLIANCE OFFICE PRODUCT CONTROL DIVISION. W M U W z 6.ALL EXTRUSIONS SHALL BE 6063-T6 ALUMINUM ALLOY,UNLESS NOTED OTHERWISE. B.FOR SITE CONDITIONS DIFFERENT FROM THE CONDITIONS DETAILED HEREIN OUTSIDE THE HVHZ,THE ir p Z 7.ALL FENESTRATION PRODUCTS TO BE USED WITH THESE MULLIONS SHALL MEET All APPLICABLE CODE REQUIREMENTS,e.g.WIND BUILDING OFFICIAL MAY REQUIRE A ONE-TIME SITE-SPECIFIC NOTICE OF ACCEPTANCE BE OBTAINED,OR 13 13 W= H LOAD RESISTANCE,AIR&WATER INFILTRATION,FORCED ENTRY,SAFEGUARDS,ETC. THAT SITE SPECIFIC DOCUMENTS BE PREPARED,SIGNED,DATED AND SEALED BY A LICENSED ENGINEER OR W Y z z zz REGISTERED ARCHITECT,WHICH DETAIL AND JUSTIFY THE DEVIATION. 'g12 p5 S.TOP&BOTTOM DETAILS SHOWN MAY BE INTERCHANGED AS FIELD CONDITIONS DICTATE.MULLIONS MAY BE MOUNTED VERTICALLY 8_ OR HORIZONTALLY AS APPLICABLE. 9.WHERE EXISTING STRUCTURE IS WOOD FRAMING,EXISTING CONDITIONS MAY VARY.FIELD VERIFY THAT n y<LU ✓ W FASTENERS ARE INTO STRUCTURAL WOOD FRAMING MEMBERS,NOT SHEATHING. M O 9.ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS'RECOMMENDATIONS. w Z 10. PRESSURE TREATED WOOD BUCKS(BY OTHERS)SHALL BE ANCHORED PROPERLY TO TRANSFER LOADS a�QQ C a 10. WOOD HOST STRUCTURE SHALL BE"SOUTHERN PINE'G=0.52 OR GREATER DENSITY. TO THE EXISTING STRUCTURE. U W 11. MINIMUM ANCHOR EMBEDMENT SHALL BE AS NOTED IN HEREIN.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCWDES STUCCO, 11. ANCHORS TO CONCRETE AND HOLLOW CONCRETE BLOCK MAY NOT BE USED IN CONJUNCTION WITH Z K C a W FOAM,BRICK,AND OTHER WALL FINISHES. 'GOAL-POST CLIP AND CUP PLATE. 12. MULLIONS SHOWN HEREIN ARE LARGE MISSILE IMPACT RESISTANT.VERIFY IMPACT RESISTANCE OF FENESTRATION PRODUCTS ANCHOR SCHEDULE: _ Y TO BE USED WITH THESE MULLIONS. 1. TO CONCRETE BLOCK 13. MULLIONS SHOWN HEREIN MAYBE USED IN LARGE MISSILE IMPACT,SMALL MISSILE IMPACT,AND NON-IMPACT APPLICATIONS. 1.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1"MINIMUM EMBEDMENT AND 2"MINIMUM 14. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,WOOD BUCKING SHALL EDGE DISTANCE. 1.2. ATTACHMENT MAYBE MADE THROUGH 1 X OR 2X WOOD BUCKS OR DIRECTLY INTO MASONRY. HAVE BEEN PRESERVATIVE TREATED OR SHALL BE OF A DURABLE SPECIES. 2. TO 2500 PSI MINIMUM CONCRETE 2.1. 3/16"DIA.ITW ADVANCE THREADFORM TAPCONS WITH 1-112'MINIMUM EMBEDMENT AND 2-1/4' 15. IN ACCORDANCE WITH APPLICABLE SECTIONS OF THE FLORIDA BUILDING CODE,DISSIMILAR METALS INCLUDING MINIMUM EDGE DISTANCE. FASTENERS THAT MAY COME INTO CONTACT WITH ALUMUNUM WINDOW FRAMING SHALL HAVE BEEN PROTECTED. 2.2. ATTACHMENT MAY BE MADE THROUGH 1X OR 2X WOOD BUCKS OR DIRECTLY INTO CONCRETE. 3. TO 2X WOOD BUCK OR 2X WOOD FRAME HOST SUBSTRATE 3.1. #10 WOOD SCREWS OF#10 TAPPING SCREWS(SMS OR SDS)WITH 1-1/2"MINIMUM EMBEDMENT AND 3/4"MINIMUM EDGE DISTANCE. Robert J.Amoruso,P.E. 4. TO 1/8'"THICK MINIMUM 6063-T5 ALUMINIUM OR STEEL SUBSTRATE(Ftu=Fly=22 KSI MINIMUM) Florida P.E.No.49752 TABLE OF CONTENTS 4.1. #10 316 STAINLESS STEEL SHEET METAL SCREW(SMS)OR SELF DRILLING SCREW(SOS)WITH SHEET SHEET DESCRIPTION FULL THREAD PENETRATION THROUGH HOST SUBSTRATE AND 1/2"MINIMUM EDGE DISTANCE. - f a }[JAESg 1 GENERAL NOTES,INSTALLATION NOTES 8 ANCHOR SCHEDULE ~'"b��,•�„�G E Af& ;U51s'1 2 ELEVATION *IrE •" No 2 •• p• :fir= 3 COMPONENTS Ifct e 4 C-CLIP AND T-CLIP INSTALLATION DETAILS •`� -.•"k F :'9 5 'GOAL-POST CLIP INSTALLATION DETAILS 'dP"�E " 10+ie a 6&7 MULLION SPAN VS.LOAD WIDTH TABLES y� L1 NOTE:MULLION DESIGNATIONS(MULLION"A",MULLION"B"AND MULLION"C")PROVIDED GEOMETRIC IN DETAILS 111,2/1 AND 3/1 ARE PROVIDED ONLY TO ILLUSTRATE THE o SHAPES // �\ DETERMINATION OF MULLION SPANS AND TRIBUTARY WIDTHS.ALL MULLIONS INCLUDED FENESTRATION SHOWN IN THE REFERENCED DETAILS MAY BE ANY MULLION APPROVED HEREIN. `�' PRODUCT PER V SEPARATE APPROVAL \\ W 1 Tt 456 12 456 12 4 5 MULLION 4 5 U s •A• W MULLION 0 ORF SUBSTRATE G. G. 123 23 456 12 q 4 4 5 FENESTRATION � FENESTRATION PRODUCT PER PRODUCT PER MULLION SEPARATE APPROVAL SEPARATE OR 456 12 W 1 APPROVAL SUBSTRATE MULLION MULLION 4�6 15 MULLION m m 'B' 'C' 'A' 4 5 MULLION N o r FENESTRATION = o o w FENESTRATION FENESTRATION FENESTRATION W2 �A. PRODUCTPER ?1 z O L2 PRODUCT PER PRODUCT PER PRODUCT PER L 1 SEPARATE SEPARATE SEPARATE SEPARATE NESTRATION PRODUCT PER APPROVAL ; APPROVAL APPROVAL APPROVAL SEPARATE APPROVAL o 456 12 456 12 W2 456 12 ^o 4 5 4 5 4 5 �j rn O 12% Zoo�zincd2ZLu i-- i;0 �--W3 W4 W5--I I� W 1�I�W2--I 0 W= W wUJQ=)w p1� NOTES: NOTES: NOTES: g PW�g r 1. NUMBER OF FENESTRATION PRODUCTS UNDERNEATH TRANSOM MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY BE 1. UNLIMITED NUMBER OF FENESTRATION PRODUCTS MAY y 4 S` UNLIMITED PROVIDED THAT MULLION LIMITATIONS NOTED HEREIN ARE NOT MULLED TOGETHER AS SHOWN PROVIDED THAT MULLION BE MULLED TOGETHER AS SHOWN PROVIDED THAT "� EXCEEDED. LIMITATIONS NOTED HEREIN ARE NOT EXCEEDED. MULLION LMITATIONS NOTED HEREIN ARE NOT w EXCEEDED. a z^q 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL BE PER 2. ANCHORAGE OF FENESTRATION PRODUCTS TO MULLIONS SHALL SEPARATE APPROVAL. BE PER SEPARATE APPROVAL. 2. ANCHORAGE OF FENESTRATION PRODUCTS TO L) MULLIONS SHALL BE PER SEPARATE APPROVAL. 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM DESIGN 3. ALLOWABLE DESIGN PRESSURES SHALL BE DETERMINED FROM 8 a ,ey SCHEDULES. DESIGN SCHEDULES. 3. ALLOWABLE DESIGN PRESSURES SHALL BE g DETERMINED FROM DESIGN SCHEDULES. 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE DETERMINED AS FOLLOWS: 4. MULLION SPANS AND TRIBUTARY WIDTHS SHALL BE 4.1. MULLION'A'. DETERMINED AS FOLLOWS: 4.1.1. MULLION SPAN=L1 4.1. MULLION'A' 4.1.2. TRIBUTARY WIDTH=(WI+W2)2 4.1.1. MULLION SPAN=L7 4.1. MULLION'A" 4.2. MULLION'B' 4.1.2. TRIBUTARY WIDTH=(WI+W2)12 4.1.1. MULLION SPAN=L7 4.2.1. MULLION SPAN=L2 4.1.2. TRIBUTARY WIDTH=(WI+W2y2 4.2.2. TRIBUTARY WIDTH=(W3+W4)2 4.3. MULLION'C' 4'3.1. MULLION SPAN=L3 4.3.2. TRIBUTARY WIDTH=(W4+W5)2 FENESTRATION PRODUCTS FENESTRATION PRODUCTS 2 MULLED VERTICALLY 3 MULLED HORIZONTALLY Robert J.Amomso,P.E. MULLED FENESTRATION 1 EXTERIOR ELEVATION SHOWN EXTERIOR ELEVATION SHOWN Florida P.E.No.49752 PRODUCTS WITH TRANSOM 1 SIM MES4!" 1 EXTERIOR ELEVATION SHOWN �� �'��OEIVe-. .�9'• ST fE l�p ��� � off dplVA 4�Nt�°` 4.388" w 0.125" � a TYP. ci . 0.726" 0.726' 'a 0.476" 0 0.125" 0.125" #Uwof 00 " T- 1 z°2.110" 0.125" 2.110" 0.125" o. o 1.000" 1 I-2.311"-I 1 1.375" 5.500" o 0.312" 0.375" -3.000" >> zOJ O 3.000" 0.125" El 11 ° ° I ° I . I- 0.438" - FOR USE 0.438" FOR USE w JI ANCHOR LOCATION,0 750" N umi c�v WITH 1"X 4" ° N WITH 1"X 4" N TYPICAL N n MULLION u) M MULLION o 1"X 3"MULLION 'GOAL-POST'CLIP M m o w 1 6063-T6 ALUM. 3 6063-T6 ALUM. o z o oo Uco m z Z On W 3 4 I I ANCHOR LOCATION, ANCHOR LOCATION, W F- w Z 1.000" 1.950" TYPICAL w m o ' I 0.975" TYPICAL 3 o a ANCHOR LOCATION, 29.E w=2p ae TYPICAL -�-- r' 5.500° 3.000" 0.125' 0.110' W 4.000" I - o o ° M o J FOR USE J FOR USE o 4.340" 0.438" ,� N 0.438" N w e 0.970" �! m WITH 1"X E. m WITH 1"X 3" a N MULLION ri MULLION U - � io o q, a"ls -�-- ANCHOR LOCATION, ANCHOR LOCATION, Ills" 1"X 4"MULLION TYPICAL TYPICAL _ gg 2 6063-T6 ALUM. 1.685" 'GOAL-POST'CLIP PLATE -CIP C-CLIP 4 6063-T6 ALUM. �111-LB ALUM. 6063-T6 ALUM. Robert J.A--.P.E. Flodda P.E.No.49752 $��15if10f Ppftddl . >� GAMES 7 4,ScyK tiG F IV& No 49i`52 51' T E F s 9 1"x 3"or 1"x 4"MULLION 1"x 3"or 1"x 4"MULLION #10 SMS OR SDS o #10 SMS OR SDS WITH FULL THREAD WITH FULL THREAD PENETRATION INTO �2 PENETRATION INTO MULLION It MULLION 8 13" w r 13» - 4 8 0 a. a 0— #10 FLATHEAD 2' 2„ G o SDS,(4)PER CLIP #10 FLATHEAD #10 FLATHEAD SDS,(4)PER CLIP SDS,(4)PER CLIP y o 0 o �w 3" I 4„ I > ° Zo w 1'x3'or1"x z o Z i 1"x3" 1"x4" 0 3 w 4"MULLION Z CO(0 MULLION MULLION w t- wm no l TYPICAL ATTACHMENT AT 1"X 3"MULLION ATTACHMENT AT 1"X 4"MULLION ATTACHMENT AT c°9-' a h �® 1 MULLION INTERSECTION W/C-CLIP 2 MULLION INTERSECTION W/C-CLIP (31MULLION INTERSECTION W/C-CLIP 'YQ 70 �d�a 4 VERTICAL SECTION 4 SIDE ELEVATION 4 SIDE ELEVATION g pl; ^Y QQ w` SUPPORTING SUBSTRATE(SEE ANCHOR SCHEDULE) a a 1 av � 3 0 E���//� 3 E���� 3 j - DIST. DIST. DIST. 14 DID GE DIDSTE DIST. ANCHORS PER SCHEDULE,(4)PER CLIP EMBED. EMBED. EMBED. ANCHORS PER ANCHORS PER 1/2„ SCHEDULE,(4) SCHEDULE,(4) ° o 0 PER CLIP PER CLIP I� 2' 2" --I Robert J.Amoruso,P.E. #10 FLATHEAD Florida P.E.No.49752 #10FLATHEAD #10FLATHEAD SDS,(4)PER CLIP SDS,(4)PER CLIP SDS,(4)PER CLIP r `tjc111uera ,, �t+PA£S �'r�e w NO 752 :©% 1"x3"or1"x yra 4"MULLION 1"x 3" 1"x 4" MULLION MULLION S7 '•r;; TYPICAL ATTACHMENT "X 3"MULLION 1"X 4"MULLION e ., 4 WITH T-CLIP 5 TTACHMENT WITH T-CLIP 6 ATTACHMENT WITH T-CLIP ✓PAS •....• �C9ea° 4 VERTICAL SECTION 4 IDE ELEVATION 4 SIDE ELEVATION BdrQ®�A; I i SUPPORTING SUBSTRATE co S (SEE ANCHOR SCHEDULE) 1.95" ANCHORS PER SCHEDULE EXCEPT # FOR ANCHORS TO vEDGE- EDGE uj p DST. DIST. #10 FLATHEAD 1.375" CONCRETE BLOCK EMBED. ANCHORS PER SDS,(4)PER CLIP (CMU)OR CONCRETE a SCHEDULE EXCEPT FOR ANCHORS TO p CONCRETE BLOCK U d (CMU)OR CONCRETE 14 I INTERIOR N $ o 3/8" MIN. NOTE:'GOAL-POST CLIP ANDS CLIP PLATE SHALL NOT BE 1"x 3"or 3 1" 3/8" MIN. USED WITH 3/16"TAPNS 1"x4" � CO �< o FOR ANCHORAGE TO MULLION Q-M z ° CONCRETE OR HOLLOW > z o W CONCRETE BLOCK.MAY BE 1 ' v o < o EXTERIOR USED ONLY FOR . o° �5 Z Z m- S a m 7#11-0 FLATHEAD ANCHORAGE TO WOOD, w 'coo SDS,(4)PER CLIP ALUMINUM OR STEEL. 3aLLzz J 2 �_ —Wi W 52 ZU a?lo 1"x3"or1"x4"MULLION � 3F 1 3co �s 5 as w TYPICAL ATTACHMENT WITH TYPICAL ATTACHMENT WITH w¢ I 1 'GOAL-POST'CLIP 2 'GOAL-POST'CLIP a c.p 5 SIDE ELEVATION $ SECTION U h9!a Rohen J.Amoroso,P.E. FWda P.E.No.49752 `adg1"NwESf ��Q�4�:•��ceNSFlapGo� No 49752 Ii r rJ ST TE F rW2 O F10 o �d'rdlf OeNaoa�%t °`°% 0 c: m c im 1`4 cq c�ca 0 ti9l CL c�gz? Z0!cE 41 19 14 z ca co m to CA $A CA :P, �4 p Cq cn sn p Fm 9T, 6. p i, Z. p :q c-- b cb" b b 0 !a 6;�A kh ip 0 w CIS CA c� C, 0.0 0 0 w b CD al (n -4 -4 $1 01 L4 b) O C> bl: 5.11 -4 -4 4k $n ic,<0 0 0) c�C� :0.-m�4 cp cm G! m 'I co 0 0> -H- 91 �D(D to 0:b b, w 0) 'a bi-4 NOV -j io C> C> 0 -4 m t. Im CA tn En 110 m VIV ;4 C> P Pic, ;4 j. �n lqi b b! b 6t C, m�,- �.. 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G, c fn �(o CnmMm m . n ;U m rcT- 0 M;o m z Ax z w 0 z 0 c-c 02 >, rn kM ZZ, U) )In m 0 0 z en w 0O �z 0 z - gm x m ,m.'m X 9 0 z 2c.m -M5 SH z %> > 00 M 0 Z WMK 0 l;o > Z W �M 0 m ,Z ,> M M so YZ X06 m z m 0 M cm mD 0 V >U) 0 po, m 7 Im m m mo JELD-WEN INC. $�Z PROJECT#413-1003 F 3737 LAKEPORT BOULEVARD KLAMATH FALLS,OR 97601 TITLE: CLIPPED ALUMINUM TUBE MULLION-LMIJSMI-HVHZ MULLION SPAN VS.LOAD WIDTH TABLES "n PREPNtED DRAWN OY: DATE: RJA 11/20/13 DMWINGN�. Z.— NONE JELD0108 1 1110, PROWCIBmSHEET: JR- DESCRIPTION F=—.l.'.-M. E 6 OF 7 i ...........- (tot mc m 3�E m 9 of z W= -a Z 0 0 b-4 z b--4 C) G) , co a!'W b, Z" 5A !L" p $0 10 U 01 1" sn 9t�m in C� ,= o 6 Ul 4A - - -6 ;< 6 0 0 !m in 91 sh,a Wp 91 91 M b o b, c, c� c> c> m CD m -j -4 U at o 6 im m m Wp 9, p p 0 co I:) c, ib b b-Iw u p, :.41 b Gib 6 b --4 -4ti --j -4 -4 0 C> g-! .1" A p 'm, w - - cn s"i p !D PD 91 N CD b ZZ, c� c> o b c> c, c- i!� 0, to w lb 0 w Qo sn p sp CA p P. P P io cn W0 m 0 w mw 1JICD'IV Cy -4!--1 V 1, cn In SA !0 p popp 0 C4 ca Al en W cA 0 Cs a o 0 b b, W LL in z i.> i� ;-4 b t" W W — rQ -4 -a -4 -4 li �10 a, m u, 0. Z� cn CA (A c� c. o o c. b, b i:) bib b, 6 io I 0 <0 o I� CD'm 91 co co (4 9, r --4 1. '019,, to N III C�n CA J �p �� p Im b Fo f� NIP :'4 FA R -.3 c� 0 c� tO a W -4 b mlo> :D" 0 0 b b, o b ij b7 ID, bo 4'. 9 0 j,4 N !Q*pppwQp -qpp f-t>q 0 cl 0 c� 40 c>i mwcwwb — w 41 Cn 01010 W :-4 w in C> CD OW-4 w p w 0, ol C".M C. 0% a, C" C-1- m Polco w `2 b, (n 10 0 -4 -4 C, CA C" 99) 9 . co ca -IC+7 r a m C. 0 z -96-21-0. 0 C-0- . > 22;0. Co. 0— Fn m;u- 7 a C— - I m z >m z m Po E:z 0 M 0 0 a z r 0 2�z m 10 i 'm E-6 0 mg OV m� 0 cn:-,;u z 1-z-,< j.-M, wm-m-0. -'m<:z 2 0 ---�F 0 z 0 Cyx z 0 0, om-,Xm 0- Z� > 00 ;0= CZ> WMK 0 m F z w> mmp m 1 00 Z. X.c'-::0- m z m m m CAD M >c)M m mom m oa qj JELD-WEN INC. PROJECT#413-1003 3737 LAKEPORT BOULEVARD KLAMATH FALLS,OR 97601 zo TITLECLIPPED ALUMINUM TUBE MULLION-LMVSMI-HVHZ MULLION SPAN VS.LOAD WIDTH TABLES PREP� DATE: rn RJA 11120113 SCALENONE —NG— JELD0108 —R- 7 OF 7 IRUI DESCRIPnON DATE DY .............. q 4 2 ir z _ f 5 3z 1 }. y d6fNryRfSVf �.._3 r<"°tm"a BCIS Home Log In User Registration i Hot Topics Submit Surcharge stats&Facts t Publications FBC Staff BCIS Site Map Links I Search d- Plo"�da Product Approval SER:Public User x. Product Approval Menu>Produce*.or Application Search>Application List>Application Detail yh FL# FL2 R 1� Application Type Code Version 2017 Application Status *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived { Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800)535-3936 fbcl@jeld-wen.com Authorized Signature Jason Kantola fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800)535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Exterior Doors Subcategory Sliding Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 06/28/2017 Date Validated 07/26/2017 Date Pending FBC Approval Date Approved 07/28/2017 Summary of Products FL# Model,Number or Description Name 21706.1 j 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 RI C CAC NI013706 01 XXXXXX DP60 281x120 TAS201202203.odf Approved for use HVHZ:Yes FL21706 R1 C CAC NI013706 02 OXXXXX DP60 281x120 TAS201202203.0df Impact Resists :Yes Quality Assurance Contract Expiration Date Design Press -.+60/-60 01/31/2025 Other:Lamina rlayer Installation Instructions material requirements meet the current FL21706 R1 TI 6P4T OXXXXX HVHZ FBC 281x120 SS 2017-07 25.13df edition of the FBC in accordance with FL,?;170fi_.R1_il_,_6P4T XXXXXV HVH7_FBC2P1 x12Q$5 2Q1/::Q.;/;;75 Of Miami-Dade NOA for DuPont SentryGlas Verified By: National Accreditation&Management Institute and DuPont PVB interlayers.White Created by Independent Third Party: ridged PVC exterior extrusion Evaluation Reports requirements meet the current edition of FL21706 R1 AE PER4820 SS 2017-06-14.odf the FBC in accordance with Miami-Dade FL21706 R1 AE PER4821 SS 2017-06-14.odf NOA for VEKA Inc. Created by Independent Third Party:Yes 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 FL217Q6 R1 C CAC NTn013706 XXXX QP60 91x1-_ TASJ012_02203.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 01/31/2025 Design Pressure: +60/-60 Installation Instructions Other:Laminated glazing interlayer FL21706 Ri Il 4P2T XXXP HVHZ FBC 191x120 SS 2017-07_25.odf material requirements meet the current Verified By: National Accreditation&Management Institute edition of the FBC in accordance with Created by Independent Third Party: Miami-Dade NOA for DuPont SentryGlas Evaluation Reports and DuPont PVB interlayers.White FL21706 R1 AE PER4822 SS 2017-06-14.odf ridged PVC exterior extrusion Created by Independent Third Party:Yes requirements meet the current edition of the FBC in accordance with Miami-Dade NOA for VEKA Inc. 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 R1 C CAC NI013706.03 OXXXXX DP65- Approved for use outside HVHZ:Yes 70 2.81.x96 T'FlS?_01?_077.03.udf Impact Resistant:Yes FL21706 R1 C CAC. N1013706.04 XXXXXX DP65- Design Pressure: +65/-70 70 281x96 TAS201202203.odf Other:Laminated glazing interlayer Quality Assurance Contract Expiration Date material requirements meet the current 01/31/2025 edition of the FBC in accordance with Installation Instructions Miami-Dade NOA for DuPont SentryGlas FL21706 R1 II 6P4T OXXXXX HVHZ FBC 281x96 SS 2017-07-25.odf and DuPont PVB interlayers.White F121.7Q6_LK II 6P4T XXXXXP HVH7._FBC 2Q.j.XU SS 201.-:,.Q-:::.5 ridged PVC exterior extrusion Verified By: National Accreditation&Management Institute requirements meet the current edition of Created by Independent Third Party: the FBC in accordance with Miami-Dade Evaluation Reports NOA for VEKA Inc. FL21706 R1 AE PER4823 SS 2017-06-14.odf FL21706 R1 AE PER4824 SS 2017-06-14.odf Created by Independent Third Party:Yes 21706.4 r remium 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 Certification Agency Certificate Approved for use in HVHZ:Yes FL21706 R1 C CAC N1013706 05 XXXX DP65-70 1.96x96 LMI.ndf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 12/31/2024 Design Pressure: +65/-70 Installation Instructions Other:Laminated glazing interlayer FL1705 R1 Il 2T413 XXXP HVH7_Ft3C 1_96x96 SS 2.017-01-11odf material requirements meet the current Verified By: National Accreditation&Management Institute edition of the FBC in accordance with Created by Independent Third Party: Miami-Dade NOA for DuPont SentryGlas Evaluation Reports and DuPont PVB interlayers.White FL21706 R1 AE PER4825 SS 2017-06-14.odf ridged PVC exterior extrusion Created by Independent Third Party:Yes requirements meet the current edition of the FBC in accordance with Miami-Dade NOA for VEKA Inc. i CONCRETE/MASONRY INSTALLATION • t::� n l o I OF a-a a J ui I ' 4;1 HoZOaSEC �n nNia SECTION Max Frame DP IMPACT I i Installation Notes: General Notes: 1. Seal flange/frame to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria j 2. Use 3116"Tapcon or equivalent fasteners through the pre-drilled holes in the head/sill tracks at the of the adopted International Building Code(IBC),the Intemational Residential Code(IRC),the Florida center(2)towers with sufficient length to penetrate a minimum of 1 112"into concrete or masonry at Building Code(FBC)and the industry requirement for the stated conditions. each location with a 2112"min.from edge distance. For concrete(min.fc=3000 psi)or masonry 2. All glazing shall conform to ASTM E1300. substrate(CMU shall adhere to ASTM C90). 3. At minimum,glazing is 4.8mm tempered-10.Omm airspace-4.8mm annealed-2.3mm SGP 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads Interlayer by Dupont-4.8mm annealed insulating glass. to the structure.The host structure is the responsibility of the architect or engineer of record for the 4. Use structural or composite shims where required. project of installation. i Ultllf/ I 0 -- PROJECrENGWEE;C DATE: �j 3737'LAKEPORTBLVD. 07/24/2017 TELi7 11 EN .\' ,A `J KLAMATH FALLS OR,97601 This schedule addresses on"e fasteners requlmd to anchor the and % DRAWN BY:. NTS PHONE: (800)535-3936 toachieve thended design pressure end impautpedarmance(where •J; J.HAWKINS aDDliceble)uD to the size limitations noted.It is not intended as a guide 7 _ CHEIXED BY: TITLE: to the installation process ad does noladdress the soaring D.CROWELL wrisideralionthatmayarisetndgterentwall—Liions.Forth. APPROVED BY: Premium Vinyl Multi-Slide Patio Door-HVHZ complete inslatiation procedure,see the mstnid'ons packaged with the T T unit or goto www.jeld-wen.condresourceslmstiddon. = w% J.GOOSSEN 6-Panel 4-Track XXXXXP Jamb %DISCLAIMER O % �P•• I PART/PROJECTNo.: This drawing and its contents are Confidential andare not to be '''uE S`•Nn Ftt,><.-,,; ..� D014677 reproduced orcopied in whole Orin pad orused or disclosed toothem - y .too, AB IDENTIFlERNo. PLANT NAME AND LOCATION: CAD OWG.No.: REV: SNEEr ..etas authoraed by JEID-WEN Nc 198 E�/ p 6alJF6l6. Site 338 Q T�db _ n. �b�a G6556.02 Venice-FL PremVinyltvlTSLDR4 Cen 6.725 NOTES: 4 272-7 C ANCHOR PATTERN LOCATED IN TRACKS 2&3 SHIFT AS DETAILED HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2"OF KEEPER LOCATION ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB 3�THRU FRAME INSTALLATION 5 24 OC MAX I I I II{I I j yGF i' I q 0.172 THRU TYP a LJ 0.375 T THRU FIRST&SECOND WALLS TYP V li yyyG n DETAIL F TYPICAL HOLE SCALE 1:2 I I I I r 24 OC MAX 'I 5 ._. ..��' :� i UNLESS SPECIFIED ALL DIMENSIONS W INCHES Wt01ER FNGME£R: DATE L 'Q �T 3737 Lakeport Blvd. DO NOT SCALE DRAWING-REPORT ANY ERRORS N.HERTZOG 9/11/2015EL E pamath Falls,OR97601 TOTERANCES oRAwner: sruE: '* (UNLESS SPECIFIED OTHERWISE) Y.GOMBO 1:10 Jw 1 N O O W 5 & n O O R.s Phone:(541)682-3451 E L COMPONENT/PART TOLERANCES CHE DBy: TITLE: 4-TRACK FRAME T T�/�-fQnyF UNDER 10'-0"t 1/32 x t.1 3 JONES MULTI SLIDE PATIO DOOR O ••:9(�_/o P;:• OVER 30'-0"f 1/16 .XX t.02 AP�O'�Dpp�Cp' i��T�s ''••••• Co���`� ANGULAR t 10 %XX t.006 I�EAJTIONERNo MODELN �JAMB ANCHOR HOLES DETAIL UNIT ASSEMBLY TOLERANCES V012981-199.Ipt P012981 HEIGHT_t 1/16_-FR WIDTH tI/16 ®2015 JELOWEN,nc.ALL RIGHTS RESERVEDAO DUPLICATION OR s"�T 3U8 I;- l`°ni�dd,QA�'d S.itc 338 - II _ Dania Beech.FL 3300A MULLION tl/16 ACTION tl/32 DISTRIBUTION PERMITTED JEIDWEN,inc.CONFIDENTIAL AND PROPRIETARY.' A t NOTES: 6.724—r 1�. ANCHOR PATTERN LOCATED IN TRACK 2 SHIFT AS DETAILED HOLES TO BE OMITTED IF ON CENTER CALCUATIONS FALL WITHIN 2"OF KEEPER LOCATION ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS IN JAMB ED NAIL FIN INSTALLATION 5 24 0 I MAX G 0.172 THRU TYP LJ 0.375 Z FIRST&SECOND WALLS TYP I � kE DETAIL AB SCALE 1:2 I I i 24 OC MAX I I I , F. O o� y i UNLESS SPEGFIED ALL DIMENSIONS IN INCHES PR.H ENGZO DATE �•;• 7 f: W NOT SCALE DRAWING-REPORT ANY ERRO(LS N.HERTZOG 9/11/20151 T�T ��j' 3737 Lakeport Blvd.' _ -* TOLERANCES ORAMs'r �' v8 w 1 wLn•n w s x n o<lR�s honeKlamath Sal,OR 97601 (UNLESS SPECIFIED OTHERWISE) Y,GOMBO VIEW23 = T T COMPO Purro ERAN ME BY: r e: 4 TRACK FRAME •:. 41 UNDER 10'-0"±1/32 .X±.1 J.JONE$ SCALE 1:10 Or•;9( OP;'�c4`� OVER 10'-0"±1/16 Xx±.02 aaPBovED av: MULTI SLIDE PATIO DOOR ANGULAR±1° xxx t.006 J.JONES JAMB ANCHOR HOLES DETAIL IDENTIFIER N°. MOOELN MING W, UNRASSEMBLYTOLERANCES �012981-198.ipt OM P012981 398 1: n a1�s�;Le 339 - -HEIGHT±1/16_ WIDTH t1/16 ®2015 JELD-WEN.-ALL RIGHTS RESERVED.NO DUPLICATION OR aEv: sNEer Beach,FL 33004 MULLION±1/16 FRACTION 1132 DISTRIBUTION PERMITTED JELOWEN,im CONFIDENTIACAND PROPRIETARY:—A- i 5 TYP NOTES: 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 2MTYP 1 ANCHOR PER PANEL LOCATED IN TRACK 2 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL _ -- 3MANCHOR PATTERN LOCATED IN TRACK 2&3 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT ENDS LOCATED IN TRACK 2 TOWER BOTH HEAD AND SILL GTYP 5 ANCHOR PATTERN LOCATED IN TRACK 2&3 TOWER APPROXIMATE CENTER OF 6.724 EACH CLOSED POSITION PANEL INTERLOCK AREA 6� ON FIGURATION FOR PG 60/65 DOORS WITH THRU FRAME INSTALL DETAIL V EXT 1 SCALE 1/8 V Waz X 3 TYP v — fdf — —� — -----� --� —'—— Y— — — —-- 1 f 4.271 L— J EX.1 CL PATTERN EXT 1 DETAIL W SCALE 1 8 PATTERN,SYM / LENGTH/(#OF PANELS)TYP -6TYP� 3 TYP { 0.172 THRU TYP LJ 0.375 Z FIRST AND SECOND WALLS TYP 6.724 -- DETAIL Y TYPICAL HOLE 4.271 SCALE 1:2 \% ES F. O EXT I ...`...� •,••..... �..../.... UNLESS SPECIFIED ALL DIMENSIONS IN INCHES PIiOIECf ENGINEER: IRATE: L t 9/11/2015 T 3ath Lakeport Blvd. O i DO NOT SCALE DRAWING N.HERTZOG �L� �� Klamath Falls,OR97601 PATTERN,SYM 71}`' — TOLERANCES DRAM BY: sulE: • * (UNLESS SPECIFIED OTHERWISE) Y.GOMBO Phone:(541)8ffi-3451 NW P TTOLERAN CHECKED BY: 'Tree: 4 TRACK FRAME DETAIL/8 ; T T ✓L z UNDER 10'-0"t 1/32 x t.1 ]RO oES MULTI SLIDE PATIO DOOR O� :•9( OP.'_��: ovER 10'-0"t 1/16 xx t.oz 3 30NES �SILL/HEAD ANCHOR HOLE DETAIL /i CC ••"•••••' Co \\ ANGULAR f 1° .xxx t.006 — // IDENTIFIER N°. MODELN ORAtVING No: HEIZJ F,S�OI(DAF�. \ UNIT ASSEMBLY TOLERANCES p012981-399.ipt P�iZ9H1 HEIGHT±1/16 WIDTH 31/16 ®20153ELD-wm,I,,.ALL RIGHTS RESERVED.NO DUPLICATION OR 0.EV. SHEET 398 East Uanru J1,e11s d.Suire 338 - - Dania Beach.FL 3300a MULLION tl/16 FRACTION tl/32 DISTRIBImON PERMITTED JELOWEN,'v¢.CONFlDEMUL AND PROPRIETARY.---A- - NOTES: 5 TYP 1 ALL HOLES IN ALL POSITIONS TO BE CENTERED WITHIN TRACK TOWERS AT HEAD OR SILL 5 TYP [f'TYP 1 ANCHOR PER PANEL LOCATED IN TRACK 2 TOWER AND ALIGNED WITH CENTER POINT OF EACH CLOSED POSITION PANEL 3)ANCHOR PATTERN LOCATED IN TRACKS 2&3 TOWER AT EACH INTERLOCK AREA ®1 ANCHOR AT MITERED ENDS LOCATED IN TRACK 2 TOWER BOTH HEAD AND SILL a [5:>TYP 5 ANCHOR PATTERN LOCATED IN TRACKS 2&3 TOWER APPROXIMATE CENTER OF EACH CLOSED POSITION PANEL INTERLOCK AREA 6.724 [CONFIGURATION FOR PG 60/65 POCKET DOORS WITH THRU FRAME INSTALL ------------- _ ---- 7>POCKET HEAD AND SILL END;MIRROR FOR 2-POCKET CONFIGURATION DETAIL AK DETAIL AN SCALE 1/8 SCALE 1/8 _ LENGTH/(#OF LENGTH/(#OF -4 3 TYP—I._ PANELS&POCKETS)/2 PANELS&POCKETS) 1sTYP - AK ' AL — E3>AM z _ AN —, L DAP �_-. 4.271 DETAIL AL _ LENGTH/(#OF PANELS&POCKETS) SCALE 1/8 CL PATTERN,SYM -61YP 0.172 THRU TIP 3 TYP L-I 0.375 Z FIRST&SECOND TYP 6.724 r l4.n1 — - _ ___---___._ DETAIL AP - -- - - SCALE 1/2 ```011(iurlt,, CL PATTERN,SYM V ' i UNLESS SPECIFIED ALL DIMENSIONS IN INCHES PR03ECT ENGINEER: DATES/I1 2O�15JELa 3737 Lakeport Blvd. DETAIL AM /1: DO NOT SCALE DRAWING-REPORT ANY ERRORS N.HE�RTZOG E / Odmath Falls,OR 97601! 7py' TOLERAN�E5 EN SCALE 1/8 * J :-�- (UNLESS SPECIFIED OTHERWISE) Y.GOMBO 1.8 w I N n n w s K n O O R.S Phone:(541)882-3451 COMPONENT PART r LERAN OHECI DW: Tine: 4-TRACK FRAME UNDER 30'-0"t 1/32 x t.1 J.JONES MULTI-SLIDE PATIO DOOR OVER 10'-0^t 1116 xx f.02 j jONES _� ©SILL/HEAD ANCHOR HOLE DETAIL j �j�\�Sl •••••'•Ja�j���� ANGULAR t 1° .;',O(t.006 ,OENTI N No. MODLIN DRAWING N°.: I HL;ft>jF��O►(p{pt:R �{�L. UNIT ASSEMBLY TOLERANCES P012981-333.ipt PM2981 6�u�lp� µ'�'1� _ HEIGHT f1/16 WIDTH±1116 _ __ _ ®ID15 JEL6WEN.mtALL RIGHTS RESERVED.NO WPLICATIONOR 'REV: SHEET — 3=)B East Don I��:Q�1�EE.'0.Suite.iJB — �--� IL— Denia Deach•FL 3d, MULLION FRACTION t1/32 DISTRIBUTION PERMITTED JELDWEN;no.COWMEN➢ALANOPROPRIETARY, A-- 111