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HomeMy WebLinkAboutProduct Approval OriaiMIMMI AAMA 1i (Validator I Operations Administrator) CERTIFICATION PROGRAM , / AUTHORIZATION FOR PRODUCT CERTIFICATION JELD-WEN Windows&Doors P.O.Box 1329 Klamath Falls,OR 97601 Attn: Jason Kantola This authorization is based on the successful completion of tests, and the reporting to the AAMA Validator of the results of the tests by an AAMA Accredited Laboratory.The product information below will be added to the next update of the AAMA Certified Products Directory. SPECIFICATION RECORD OF PRODUCT TESTED AAMAIWDMA/CSA 101/LS.2/A440-08 R-PG50-1219x1 956(48x77)-H COMPANY AND CODE CPD NO. SERIES MODEL&PRODUCT MAXIMUM SIZE TESTED DESCRIPTION BUILDERS VINYL TILT SH JELD-WEN Windows&t Doors (PVC)(O/X)(OG)(INS GL) FRAME SASH Code: JW (MODIF)(REINF)(TILT)(MODIF)(REINF)(TILT) 1219 mm x 1956 mm 1168 mm x 973 mm (ASTM) (4'0"x 6'5") (3'10';'x 3'2") This Certification will expire October 4,2021 (extended from October 4,2016 per AAMA 103-15)and requires validation until then by continued listing in the current AAMA Certified Products Directory. Product Tested and Reported by: National Certified Testing Laboratories Report No.: SJW2012-202 Date of Report: October 29,2012 Evaluated for Certification: June 21,2016 .ted Laboratories,Inc. FILE COPY Authorized for Certification: June 22,2016 JGS/JTSACP-04 (Rev.6/;6) Agir—rtz6,4, chitectural Manufacturers Association tp F' MAX. NAIL VIN INSTALLATION 12" O.C. MAX. 1 - CORNERS 1 ( 1 -------' -Ivt'MIN.EMBEDMENT . T r _ 'F MIN.DISTANCE '���� MINill ,DISTANCE FOR EDGE:3/4" FOR EDGE:3/4• 1 A!A.X. i t'' ' -1/4'MAX I ' ' I III ' ' " "i d�� ,_'-____II SHIf.I SPACE ,j J // { �`3 pjf �! l I I) Il I `'�4 i I/4"MAX SHIM SPACE •- . ii i 1 1/2"MIN. FRAME SECTION(TYP). —I lc.) VERTICAL SECTION EMBEDMENT t . : nv 1 t iliNOtFa Ca46nsemWZfiFhg6ueWCf:+6 J. iII .AMMOMEMINII m6.1 MIDSPAN ' 0 I ~ I �; JAMB SECTION(TYP) r'! HORIZONTAL SECTION I/4'MAX NOTE.Caulk bctoven Wang Flange&Wood Operong. ymil SHIM SPACE 111 +!I'— 'NMI FOR EDGE:3/4"MIR 4 Max Frame DP RATING IMPACT '• 0 MN= 11/2'MIN,EMBEDMENT 48 x 77 +50/-50 NO i J. 1 1 1 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 2. Use#8 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of 11/2" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be single strength annealed insulating glass. project of installation. This schedule addresses only the fasteners required to anchor the `\‘\% �S�F r l!0 Flit, window to achieve the rated design pressure up to the size limitations �f q ••••. .. . . noted. It is not intended as a guide to the installation process and does .�� •.•l . PROJECT ENGINEER: DATE: �" 3737 Lake ort Blvd notaddress the sealing consideration that may arise in different wall i94 ° -- 03/317JELDWENp•w DRAwN Br: SCALE:* ].HAWKINS NTS Phone: (541)882-3451 -0 _._ :T,T • cr CHECKED BY: TITLE: D.BELAU - - - ------ - ------ 1. DISCLAIMER: •'#.0,..° .c,,,O •.,*L• - DP;• <v� APPROVED BY: Builders Vinyl Tilt Single Hung . s� J.GOOSSEN This drawing and its contents are confidential and are not to be �(1 '�G S' P RT P O ECT o reproduced or copied in whole or in part or used or disclosed to others t ilrj fa NO 7`att"A. 66uo4 � except as authorized by JELD-WEN Inc. 398 east Da'^a tOI d• Suite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET Dania Beach. FL 33004 SJW2012-202-FBC BldrsVinyITSH A 1OF4 I l THIROUCI-i FRAME 4" MAX. MIN.DISTANCE f INSTALLATION 13 1/2" FROM FOR EDGE:3/4.3 ' O.C. MAX. I 1 CORNERS 1 1 1 1 Lilit' l LbMBEDN€NT 8 3/4" 11/2"MIN. l' i 0 C. MAX. --Y------i-' �i--:, EMBEDMENT - 5FtiM.PACE I t 1/4"MAX �. .. I\� /1 /SHIM SPACE 1 FRAME SECTION(TYP)�I� I �( � �� VERTICAL SECTION V f - ' ~ " MIN.DISTANCE ,J.L8 / EDGE:3/4" I Ili, , /e [ T__ r 0 r JAMB SECTION(TYP) HORIZONTAL SECTION 11 r i l1/41 MAX 111��)II SHIM SPACE ti r- Max Frame DP RATING IMPACT Q 48 x 77 +50/-50 NO / 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 2. Use#8 PH or greater fastener though the frame with sufficient length to penetrate a minimum of 1 112" of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)and the industry requirement for the stated conditions. 3. Host structure(wood buck,masonry,steel)to be designed and anchored to properly transfer all loads 2. All glazing shall conform to ASTM E1300. to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be single strength annealed insulating glass. project of installation. ,` 111111111111' This schedule addresses only the fasteners required to anchor the %•• SSS F. fi,� window to achieve the rated design pressure upto the size limitations ‘•��� - r . •` ..• i noted. It is not intended as a guide to the installation process and does • , t . -l' f PROJECT ENGINEER: -DATE: — 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall . O •- 03/31/2017 JELDIVEN Klamath Falls, 88R.97601 conditions. For the complete installation procedure,see the instructions * • •`/ 7;....1._ T. DRAWN BY: SCALE: packaged with the window or go to www.jeld-wen.com. — r ; * — J.HAWKINS NTS Phone: (541)882-3451 -v ._ zTAT • :-� z.= CHECKED BELAY: 1�0•„, •• •(• - 1)P.. QI tii� APPROVED BY: Builders Vinyl Tilt Single Hung DISCLAIMER: 1� ° G•2`;� J.GOOSSEN This drawing and its contents are confidential and are not to be �� 5' �®fir ��� P�T�P�o,�E4� reproduced or copied in whole or in part or used or disclosed to others i 1 a o v�, �� t5 except as authorized by JELD-WEN Inc. 398 East Mini ti itt118133 Suite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET Dania Beach, FL 33004 110-16-134 BldrsVinylTSH A 2 oF4 4" MAX. =Tay–,\ t I MIN DISTANCE I MAS0 R ' INSTALLAT10N FOR EDGE 2 1/2• hi–CORNERS 1 -i � ��_ 'Tv. 2 ,1/4°MIN . EMBEDMENT II/4°MIN. IN i e o u 4 I EMBEDMENT 111 Iii 116 1/2" II I l Lia i II , + — —, i O.C. MAX. ; __.__=u.'_.._.._._ r I/4•MAX ��� , 1 �(4 _ IR, 11 �t �sFlvtslacE — I I �l N f Sr+iM SPAtE I I FOR Eb FT2 DISTANCE I `v � /I-�'t— ILI FRAME SECTION(TYP) ( i ,, VERTICAL SECTION 'mw:'.'" Ii � ta, c) i pm PI'h..: II ' 11MASONRY �■ • it BLOCK ,L -0 .- 0 JAMB SECTION(TYP). HORIZONTAL SECTION 1 fl _ vd r , f I �' 0 f v4"MAX U SHLM SPACE — r Q p a Max Frame DP RATING IMPACT \ MASONRY 48 x 77 +50/-50 NO BLOCK 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 2. Use 3116"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 1 114"into concrete or masonry at each location with a 2 1/2"min from edge distance. For concrete Building Code(FBC)and the industry requirement for the stated conditions. (min.=3000psi)or masonry(CMU shall conform 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 single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. This schedule addresses only the fasteners required to anchor the `‘••‘‘�9 F.11 f ;l'i,, window to achieve the rated design pressure up to the size limitations �• 0 • .. , noted. It is not intended as a guide to the installation process and does `�� ..•r t ,r. •, 13 I. PROJECT ENGINEER: DATE 0 '' -- 03/31/2017 3737 Lakeport Blvd not address the sealing consideration that may arise indifferent wallKlamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions •• 7;---- — DRAWNBY: JELD1VEN with the window or I - * ,�"' + ; >k 3.HAWKINS NTS Phone: (541)1382-3451 packaged go to www.le d wen.com. 7:::. -5,3r..-- I ' 1 �' MEL: ttEac®BY: TITLE: [V . D444 .BE L:DISCLAIMER: lo O� (0- OP.• <. APPROVED BY: Builders Vinyl Tilt Single Hung �� .z. J.GOOSSEN This drawing and its contents are confidential and are not to be // mss. G •` PART o ECT o: reproduced or copied in whole or in part or used or disclosed to others ' i mda .o.�p,C �� ' Duuo4 i except as authorized by JELD-WEN Inc. 390 East.�Md Ricilti 1511,d. Suite 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET Dania Beach, FL 33004 110-16-134 BldrsVinyITSH A 3OF4 4" MAX. ll MSiJ.DiSTAt: ... STEEL INSTALLATION FROM n. FOR EDGE:1/2• Min.=the dment [--^�-CORNERS I of threcthreads t © ��post frame r�_ �� 18 gouge min 18 gauge min f I �� iitL� Steel Stud Steel Stud ! i .I �,unCue- i i it ! �\ I i IVi tli I 16 l/Y li l\ 1.417=-'7111 `1/4`MAX i i T I,_-.--.---_._.-I I ;11 I O.C. MAX. MI ii SHIM SPACE t , /�1/4"MAX i (' i / SHIM SPACE I 1 . f{{ (i MIN.DISTANCE --• 3 i I I . I I I , II FRAME SECTION(TYP) I FOR EDGE:1/2' I I 1.--- 11--j � _ ____ VERTICAL.SECTION �_ I i " t1 IISFt= ,/� `-� Min.embedment —71 4 r d, —4 of three threads ��:, ' — past frame g) 1-1 --- I ,I—I, JAMB SECTION(TYP) I '7—`` HORIZONTAL SECTION Q1111 -�U ! SHIM SPACE IMMIlili . /-I8 gouge min / Steel Stud ni Max Frame DP RATING IMPACT 48 x 77 +50/-50 NO 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 2. For anchoring into metal framing,use#8 TEK Self Tapping screws with sufficient length to achieve a of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Locate anchors as shown in Building Code(FBC)and the industry requirement for the stated conditions. elevations and installation details. Steel substrate min.18ga.,fy=33 ksi. 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 single strength annealed insulating glass. to the structure. The host structure is the responsibility of the architect or engineer of record for the project of installation. 01111111111 This schedule addresses only the fasteners required to anchor the `‘• ES F. i�� window to achieve the rated design pressure up to the size limitations �‘ i� noted. It is not intended as a guide to the installation process and does .'� 4/.•r it: •• 'rJ �I� PROJECT ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall • : 0 -- 03/31/2017 JELEYWEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions • • I •-__:— = DRAWN BY: SG1LE: packaged with the window or go to www.jeld-wen.com. = * • - * ].HAWKINS NTS Phone: (541)882-3451 -p ;T,T # I , ` CHECKED BY: TITLE: D.BELAU- DISCLAIMER: 1.�0,�•••.,.L r- OP; k// APPROVED BY: Builders Vinyl Tilt Single Hung • This drawing and its contents are confidential and are not to be // FS •''••••'''�aG• � •• J.GOOSSEN p 0SESEN reproduced or copied in whole or in part or used or disclosed to others teligi 'd d'72 �`E. b6 4 ° except as authorized by JELD-WEN Inc. 398 Fust lila l IFL 133 Suite 338 IDENTIFIER No, PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET 4 OF 4 Dania Beach. FL 33004 110-16-134 BldrsVinylTSH A • 398 East Dania Beach Blvd. I3U1fLDING DROPS Suite338 Dania Beach, FL;33004 A Perfect Solution in Every Drop 954.399.8478 PH IP Certificate of Authorization:29578 954.744.4738 FX contact@buildingdrops.com Product Evaluation Report of JELD-WEN, inc. Builders Vinyl Tilt Single Hung Window for Florida Product Approval Report No. 4868 Current Florida Building Code Method: 1 —A (Certification) Category: Windows Sub — Category: Single Hung Product: Builders Vinyl Tilt Single Hung Window Material: PVC Product Dimensions: 48"X 77" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Falls, OR. 97601 Prepared by: Hermes Norero, P.E. o ttiFI/fit/4 Florida Professional Engineer#73778 �� _ v- 0• 'e Date: Date:06/10/2017 �� '• . ,0'� Contents: _ * Evaluation Report Pages 1 —4 -o • _ r� • '',7% /ONAL,��```%% HermW Nldi o, P.E. Florida No. 73778 n, BUILDING DROPS Date: 06/10/2017 A Perfect Solution in Every Drop Report No: 4868 Certificate of Authorization:29578 Manufacturer: JELD-WEN,inc. Product Category: Windows Product Sub-Category: Single Hung Compliance Method: State Product Approval Method(1)(a) Product Name: Builders Vinyl Tilt Single Hung Window 48"X 77" Scope: This is a Product Evaluation Report issued by Hermes Norero, P.E. (FL#73778)for JELD-WEN,inc. based on Method la of the State of Florida Product Approval, Department of Business and Professional Regulation-Florida Building Commission. Hermes 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 SJW2012-202-FBC,signed and sealed by Hermes Norero, P.E. (FL# 73778)for specific use parameters. Limits of Use: 1. This product has been evaluated and is in compliance with the current Florida Building Code, excluding 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 require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2012-202-FBC require further engineering analysis by a licensed engineer or registered architect. 5. See Installation Instructions SJW2012-202-FBC for size and design pressure limitations. Hermes Norero, P.E. Florida No. 73778 Page 2 of 4 Ck, ? I'ut UILDNG DROPS : 0610 ,/0\ Date / 2017/ ion in Eve:: Report No: 4868 Certificate of Authorization:29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a Certification Agency through ' American Architectural Manufacturers Association(FBC Organization#CER1498). Performance:Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-08 Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories (FBC Organization# TST 9341) Report#:SJW2012-202, Report Date: 10/29/2012 Report#: NCTL-110-16-134, Report Date:01/27/2017 2. Certification Agency American Architectural Manufacturers Association (FBC Organization#: CER1498) Hermes Norero, P.E. Florida No. 73778 Page 3 of 4 BUILDING DROPS Date: 06/10/2017 41, A Perfect Solution in Every Drop Report No: 4868 r Certi,icate of Authorization:29578 Installation: 1. Approved anchor types and substrates are as follows: Through Frame Installation: A. For two by(2X)wood frame substrate, use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50" into wood framing. B. For concrete or masonry substrate where one by(1X), non-structural,wood bucking is employed, use 3/16" diameter I Tapcon type concrete screw anchors of sufficient length to achieve minimum embedment of 1.25"into concrete or masonry. C. For concrete or masonry substrate where wood bucking is NOT employed, use 3/16" diameter ITW Tapcon type j oncrete screw anchors of sufficient length to achieve minimum embedment of 1.25" into concrete or masonry. D. For steel stud substrate, use#8 ITW TEK Screw type steel stud anchors of sufficient length to achieve minimum 3 threads penetration beyond steel structure. Nail Fin Installation: A. For two by(2X)wood frame substrate,use#8 Wood Screw type wood frame anchors of sufficient length to achieve minimum embedment of 1.50"into wood framing. , Refer to Installation Instructions(SJW2012-202-FBC)for anchor spacing and more details of the . installation requirements. Design Pressure: Design Pressure Positive 50 PSF Negative 50 PSF Hermes Norlero, P.E. Florida No. 73778 Page 4 of 4