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Home My WebLink AboutNotice of product CertificationNOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: DATE: CERTIFICATION PROGRAM: COMPANY: CODE: REVISION DATE: NI011625-R1 08/08/2013 Structural JELD-WEN 1822-1 06/10/2017 To verify that the "Notice of Product Certification" is valid, please visit www.NAMICertification.com to assure that the product is active and currently listed. This certification represents product conformity to the applicable specification and that certification criteria has been satisfied. A NAMI approved certification label must be applied to the product to claim certification status. Please review and advise NAMI if any corrections are required to this document. COMPANY NAME AND ADDRESS PRODUCT DESCRIPTION JELD-WEN "Builders Aluminum Horizontal 3737 Lakeport Boulevard Sliding Window (4200)" Klamath Falls, OR 97601 w/Flange & Slip -On Nail Fin Configuration: XO Glazing: Monolithic (3/16" Annealed Glass) or Insulating Glass (Annealed Glass) Frame: W-1854mm(73") H-1261mm(49.63") Panel: W-933mm(36.75") H-1219mm(48") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 psf) Negative Design Pressure: 2394 Pa (50 psf) Water Penetration Resistance Test Pressure: 359 Pa (7.5 pso Product Tested By: Report No: Expiration Date: National Certified Testing Laboratories NCTL-210-3656-5 January 31, 2026 Administrator's Signature: NATIONAL ACCREDITATION AND MANAGEMENT INSTITUTE, INC. 4794 George Washington Memorial Highway Hayes, VA 23072 Tel: (804) 684-5124 Fax: (804) 684-5122 .o C;x` x N \ W ss�mz� 0 ! Iff l�r L ..l X Z / Ld � W � C d .M^. o 1M 1 c ao 3xr� 3 0 g o Z Z 3 0 0 rKN [Si ffiT w 1M A a T 1 1/4' j d — ' 1 EMBEDMENT 3 1/4• Max SHIM SPACE I I I { Sawa \ me Ur I DOW CORNING GLAZING 1199 SILICONE DETAIL I v i A a . WINDOW HEIGHT (49%" MAX.) - a TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1 /8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. �� yl r • Maximum sizes are buck / net sizes and do not include fi'is%b� g This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� Q' •.•''•• to the size limitations noted. It is not intended as a guide to the installation S • �,� process and does not address the sealing consideration that may arise in different; 7 wall conditions. For the complete installation procedure, see the instructions_ - packaged with the window or go to www.jeld-wen.com/resources/installation. T T This drawing and its contents are confidential and are not to be reproduced or �0T,� copied in whole or in part or used or disclosed to others except as authorized by 1., 9 PL 011 GSR LNG JELD-WEN, Inc. m'�i `'N3 MASONRY (NCTL 210-3656-5A) EMBEDMENT��-{ 3 P MST12 IM V 2 I a V .a I • 1/4. MAX SHIM SPACE. TYPICAL VERTICAL FRAME SECTI❑N .a' a • . NOTE, Caulk between v unit and opening. I 31W DOW CORNING — 1199 SILICONEGLASS j t I —� Jam TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE- Caulk between unit and opening. GLAZING DETAIL 1/4. MAX — SHIM SPACE 1 1/4' — MIN. Max Frame DP IMPACT 2•'A q EMDEDMENT 73" x 49 /' +50/-50 N❑ v Installation Notes: 1. Seal flange / frame to substrate. 2. Use 3/s' Tapcon fasteners through frame with sufficient length to penetrate a minimum of 1 1/4" into the concrete (Min. f'c = 3000 psi) or masonry (Conforms to ASTM C90). 3. Host structure (wood buck, stud framing and opening) 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. Digitally signed by Hermes F. Norero, P.E. Reason: I am approving this document Date: 2013.10.2413:06:19-04'00' �j PROJECT ENGINEER: DATE: -- 02/25/2010 JELD�1iEN Slam Lakeport Boulevard • •'A� *AWN BY: SCALE; Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 "" KED BY: TITLE: A_FROVEDBY: Builders Aluminum (4200) Horizontal Slider •�� `r�PROIECTNa.: Masonry Installation (73.00" x 49.625") �• 8` ��` IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET •7f2s578 MY44099 Venice Window Division BA4200 NCTL210-3656- A 011 1 of 4. -- 3 m oxe =Sr vv - -- - — 22 1 Me MIN. o-- EMBEDMENT 1/4' MAX -- SHIM SPACE ur DOV CORNING 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTEi Caulk between unit and opening. vim. DOW CORNING _ 1199 SILICONE / GLASSEX I ! 1/4' MAX GLAZING DETAIL SHIM WINDOW HEIGHT (49%" MAX.) TYPICAL ELEVATI❑N WITH FASTENERS w— TheGeneral Notes: 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/g" monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� Q' •.•''••• ••�`,p to the size limitations noted. It is not intended as a guide to the installation �,� : O process and does not address the sealing consideration that may arise in difference wall conditions. For the complete installation procedure, see the instructions- * � packaged with the window or go to www.ield-wen.com/resources/installation. = -b T T 0 �Nrnct 1 1/2' MIN. EMBEDMENT WOOD FRAME (NCTL 210-3656-5A) I TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTES Caulk between unit and ooenlno Max Frame I DP I IMPACT 73" x 49 '" +50/-50 N❑ Installation Notes: 1. Seal flange / frame to substrate. 2. Use #10 PFH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing (Min. S.G. _ 0.55). 3. Host structure (wood buck, stud framing and opening) 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. 'ROIECT ENGINEER: • WN BY: Tetzlaff 3 cKE� D BY: 1W+ROVED BY: This drawing and its contents are confidential and are not to be reproduced or 0. %• , •• �`T/PROIECr copied in whole or in part or used or disclosed to others except as authorized by ��i 9 F1 �TdnPIDFBB.INC. G\`` -- JELD-WEN, Inc. �i/-,qAN 3�� IDENTIFIER No. Fear Al rrWM17eitM — MY44099 1. � 2/25/2010 JELDVENKlamath3737 Lakeport Boulevard Falls OR 97601 NTS (541) 882 - 3451 Builders Aluminum (4200) Horizontal Slider Wood Frame Installation (73.00" x 49.625") Oil SHEET 2 of 4. IW MIN. EMBEDMENT ffir� i 11/4' MAX 2 SHIM SPACE _ I a tws I1e Ve, I � DOW CORNING y4' 1199 SILICONE GLAZING DETAIL ' TYPICAL VERTICAL a. FRAME SECTI❑N z NOTEi Caulk between 00 unit and opening. Xi§ DOW CORNING 3 � o 1199 SILICONE I �� 0 3 coi ZM GLAZING DETAIL 1/4' MAX � SHIM 2 SPACE a WINDOW HEIGHT (49%- MAX.) 5 TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/s' monolithic or 1 /8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firis% g s� This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �� Q- •.•''••• 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; 7 wall conditions. For the complete installation procedure, see the instructions - packaged with the window or go to www.jeld-wen.com/resources/installation. -fl T T This drawing and its contents are confidential and are not to be reproduced or 03T , • copied in whole or in part or used or disclosed to others except as authorized by **i 9�1 L01 eL" JELD-WEN, Inc. J* ANFBPE s�oa� IW MIN, EMBEDMENT NAIL FIN (NCTL 210-3656-5A) KXE== C IW MIN. — EMBEDMENT TYPICAL H❑RIZ❑NTAL FRAME SECTI❑N NOTE, Caulk between unit and ooenlno Max Fro me DP IMPACT 73° x 49 e" +50/-50 NO Installation Notes: 1. Seal nail fin to substrate. 2. Use #8 or greater fasteners through nail fin with sufficient length to penetrate a minimum of %" into the wood framing (Min. S.G. = 0.55). 3. Host structure (wood buck, stud framing and opening) 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. We recommend using Tegratite'" installation (http://www.jeld-wen.com/newinstallationtechnologfor weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1.258" away from frame. 'j PROJECT DATE: 3737 Lakeport Boulevard . -- 02,25,2010 JELRWEN •'pO � By, sue, Klamath Falls, OR 97601 Tetzlaff NTS (541) 882 - 3451 -- - Cffr.CKED BY: TITLE: AWOVED BY: Builders Aluminum (4200) Horizontal Roller • �� `T�PROJECT Na.: Nail Fin Installation (73.00" x 49.625") �AIG -,N IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET 171 MY44099 Venice Window Division BA4200_NCTL210-3656- A 02 3 of 4. I Hv-s aoC� I 1- ~�I I CHoa=rvr i i J_ O I I W � � � W � & & M M1 v O tn o0 3: ROB e a On 0 II _ = f-1e ga. MIN. 3 STEEL STUD 3 Thread MIN. Through Stud imp nw vo:r ve WINDOW HEIGHT (493(j' MAX.) � ( i TYPICAL ELEVATI❑N WITH FASTENERS General Notes: • 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 including the "High Velocity Hurricane Zone" (HVHZ) and the industry standard requirements for the stated conditions. • All glazing shall conform to ASTM E1300. • Minimum nominal glazing: 3/ys' monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind borne debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include fir��b� This schedule addresses only the fasteners required to anchor the product 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 7 wall conditions. For the complete installation procedure, see the instructionE * . packaged with the window or go to www.ield-wen.com/resources/installation. -10 T T This drawing and its contents are confidential and are not to be reproduced or ��` cope in whole or in part or used or disclosed to others except as authorized by ''�r�FANalloa�a FBPEAUTHOR!ZA — 1/4' MAX SHIM / SPACE urn DOW CORNING .V4' 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTEi Caulk between unit and operdng. BOW CORNING ?a-- SILICONE �1/4' MAX SHIM SPACE _ GLAZING DETAIL r— i 3 Thread MIN. Through Stud I 3 SIB ga. MIN. STEEL STUD STEEL STUD (NCTL 210-3656-5A) 3 Thread MIN. Throuoh Stud —L-1- 1/4' SHIM SPACE MA) IS ga. MIN. STEEL STUD TYPICALI�IZ❑NTAL FRAME SECTI❑N NOTEe Caulk between unit and ooenlno Max Frame DP IMPACT 73" / x 49 " +50/-50 N❑ Installation Notes: 1. Seal flange / window to substrate. 2. Use #10 PFH sheet metal screws or greater through frame with sufficient length to penetrate a minimum of three (3) threads beyond metal substrate (Min 18 Ga., Fy = 33 ksi). 3. Host structure (wood buck, stud framing and opening) 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. PROJECT ENGINEER: ,0 ISAWN BY: 11, Tetzlaff KED BY: • APPROVED BY: •• �4U TIPRQIECr No.: IDENTIFIER No. see MY44099 i/2010 JELWWEN 3737 Lakeport Boulevard I Klamath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4200) Horizontal Slider Steel Stud Installation (73.00" x 49.625") BADWG. I REV: I SHEET 4 of 4.1 BA4200_NCTL2103656- A 01