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Home My WebLink AboutWindowsCERTIFICATION NO: NI011624-R1 DATE: 08/08/2013 CERTIFICATION PROGRAM: Structural COMPANY: JELD-WEN CODE: 1822-1 REVISION DATE: 06/10/2017 To verify that the "Notice of Product Certification" is valid, please visit 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 Single Hung 3737 Lakeport Boulevard Window (4100)" Klamath Falls, OR 97601 w/Flange & Slip -On Nail Fin Configuration- O/,X Glazing: Monolithic (3/16" Annealed Glass) or Insulating Glass (Annealed Glass) Frame: W-13241rm(52.13") H-1829mm(72") Sash: W-1276mm(50.25") H-921mm(36.25") SPECIFICATION PRODUCT RATING TAS 202-94 Design Pressure: 2394 Pa (50 pst) Negative Design Pressure: 2394 Pa (50 psf) Water Penetration Resistance Test Pressure: 359 Pa (7.5 psf) Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3656-1 Expiration Date: January33,1_, 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 FROM WAX ` •� ° MASONRY (NCTL 210-3656-1A) 14 3/a' •a O.C. WAX CORNERS . 1 1/4` _ ! EXHEDNEHT 12 5/8' SHI XAx 1 1/4' MIN. EMHEDMENT----1/4' MAX MAX. 1 SPACE SPACE. !24011, I, i nur a yr q c I ta.ss me � i v � DO4 CORNING v�• 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION TT NOTES Cbet-- o c S ntl openhg. ! W-d — � i DOV CORNItxi ! (� ll99 SILICME i TYPICAL HORIZONTAL I I FRAME SECTION NOTE. CnWk betrren wdt ¢rW opeNng. i I GLAZING DETAIL r—�--- --'— "'--- i/4' VAX 3 SPACE Max Frame I DP IMPACT �--WINDOW WIDTH (52J6' MAX.)" i � 52 " x 72" +50/-50 1 N❑ `l— TYPICAL ELEVATION WITH FASTENERS a • 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: 3/16' monolithic or 1 /8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include f'rysN t r rgttl� 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.jeld-wen.com/resources/installation. = t3 . TAT 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 o. JELD-WEN, Inc. Fe Installation Notes: 1 . Seal flange / window 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. fc = 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. 4. Fasteners are not required through the sill. Reason: l am approving this document !!! Date: 2013.10.24 13:08:16-04'00' �j PROJECT ENGINEER: DATE: 02J24/2010 JELDIVEN lam Lakeport Boulevard Klamath falls, OR 97601 O BY: SCALE: NTS ` (541) 882 - 3451 "' •� - C KED BY: TITLE: APPFOVED BY: Builder's Aluminum (4100) Single Hung �TrPRDJEcrNn.: Masonry Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SNEEr MY44099 Venice Window Division 8A4100- NCTL2103656- A 01 1 of 5 5]B WOOD FRAME v� 1♦ 3 MAX.FROM O.C. MA� 46" MAX. CORNERS O. O. MAX. 3 2 MIX MAX SHIM SPACE (NCTL 210-3656-1A) 1/4' MAX SHIM 1 1/2' MIN. EMBEDMENT /// SPACE �j i i I t �� \\ I utsr v4• N v DOW CORNING yr 1199 SILICONE GLAZING DETAIL j 2 TYPICAL VERTICAL FRAME SECTION 3 ; S NOTES CaWk bet— -9t —d Jn °pe °' _ 11�99 SIL C iE TYPICAL HORIZONTAL FRAME SECTION /— -- NOTES ..Ilk bet•een "t and npel*,Q t GLAZING DETAIL 1/4' MAX 3 SHIN I �-•—WINDOW WIDTH (521G, MAX.)—� - V— SPACE Max Frame DP IMPACT 52 A x 7❑a -E50/-50 N❑ j TYPICAL ELEVATION WITH FASTENERS - -- --- I 4 General Notes: ---- —..... - -- — �_.. -- -- — - --I • The product shown herein is designed, tested and manufactured to Installation Notes: 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 1 . Seal flange / window 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. _ industry standard requirements for the stated conditions. 0.55)- • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed • Minimum nominal glazing: VIE" monolithic or 1/8" insulated. and anchored to properly transfer all loads to the structure. The host • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris structure is the responsibility of the architect or engineer of record for the project of installation. protection is required by local building code. • Maximum sizes are buck / net sizes and do not include f ryob�T 1 r rgFFsf. / 4. Fasteners are not required in the sill. This schedule addresses only the fasteners required to anchor the product to ,,�� PR03EC ENGINEER Dare achieve the rated design pressure and impact performance (where applicable) up �� e ,.'" " ' _� 02/24/2010 3737 Lakeport Boulevard to the size limitations noted. It is not intended as a guide to the installation -Z:. �O WTetzlaff SCALE: NTS JELL�'�+iTEN Klamath Falls, OR 97601 process and does not address the sealing consideration that may arise in different` (541) 882 - 3451 P 9 e Z�- - C KED BY: TITLE: wall conditions. For the complete installation procedure, see the instructions * _ packaged with the window or go to www.field-wen.com/resources/installation. T T APMRovED BY: Builder's Aluminum (4100) Single Hung O k/ ` Wood Frame Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or �` B �� - T/PROJECT No.: i IDtU�u°c�xS.M_`G in part or used or disclosed to others except as authorized by '�� Q .d Mu.+BI[O.� 38 � IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET JELID-WEN, rBPE(rlr G.B MY44099 Venice Window Division BA4100_NCR21a3656- A 01 2 Of 5 14. MAX. FROM MAX. CORNERS 13' t 1 ' 1I/4' MAX O.C. SNIN MAX. SPACE I t � I DOW CORNING 1199 SILICONE � GLAZIfXi DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, Caulk beteeen unit and operdng. i 4 mV CORNING lt99 SILICONE j � / •..s me j I I GLAZING DETAIL Jh I/ - MAX a WINDOW WIDTH (52%, MAX.)__ J TYPICAL ELEVATION WITH FASTENERS • 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. f fT , Maximum sizes are buck / net sizes and do not include firy04,X905' 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 instrucfion!E * . packaged with the window or go to www.jeld-wen.com/resources/installation. 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. NAIL FIN (NCTL 210-3656-1A) SPACE Max Frame DP I IMPACTT / --OO 52 " x 72" +50/-50 1NO - --.— L — -- -— — Installation Notes: ---- 1. Seal nail fin to substrate. 2. Use #8 PH 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/newinstallationtechnologyn for weatherproofing. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness r� .050"). Nail Fin extends approximately 1 .258" away from frame. PRO]ECr ENGINEER: OA Ei 02 24 2010 3737 Lakeport Boulevard ' `[JELDRIWENKlarnath0 1 Tetzlaff � NTS Falls, OR 97601 (541) 862 - 3451 C KED BY: TITLE: APPROVED BY: Builder's Aluminum (4100) Single Hung LIJ *RT/PRojECT No.: Nail Fin Installation (52.125" x 72.00") IDENTIFIER No. PLANT NAME AND LOCATION: CAO DWG. No.: REV: sHEEr �j578 MY44099 Venice Window Division BA4ioa_NCTL ztassss- A 02 3 of 5 _ 4" MAX. 1 14.3 8" FROM CORNERS I �j 7" O,C. MAX. i U 2 �j I / I I �-- WINDOW WIDTH (52%- TYPICAL ELEVATION WITH FASTENERS General Nnteg ! � ale 9a KiK I STEEL STUD lJ n 3 iMead ( �SM wAz f l "SPAC I 1 1� — my canakc ll99 SAICfeff GL/S[IXi DETAR. TYPICAL VERTICAL FRAME SECTION NOTE Caulk between -At and opening. mV CakN 11" SIUCME i, � t I GLZPF 1KTAIL V4- W X /—SM" SPACE i i 4 3 `—STEELpn. MUD • 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 firs V 1 AgtlJ.1// 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 differentr 7 wall conditions. For the complete installation procedure, see the instructionF . packaged with the window or go to www.field-wen.coMresourceslinstallation. (AT p 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. STEEL STUD (NCTL 210-3656-1A) 3 Thread MIN. Through Stud 16 ga. MIN. STEEL STUD SPA SHIM , I SPACE MAX j BIST 1/8' TYPICAL HORIZONTAL j FRAME SECTION TD CnLlk between uNt and opening. _J i i Max Frarle DP IMPACT 52 x 72" +50/-50 NO 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. 4. Fasteners are not required in the sill. ARCKED BY: drOVED 81 y 'ART/PROJEC DENTIFIER P MY44099 /2010 1JELD''�EN Klamlam Lakeport Boulevard ath Falls, OR 97601 NTS (541) 882 - 3451 Builder's Aluminum (4100) Single Hung Steel Stud Installation (52.125" x 72.00") 0i1—' 4 of 4 " MAX. 14 3 8- FROM O.C. MAX. CORNERS �j O.C. MAX.M I N v __! i I I �--- WINDOW WIDTH (52%- MAX.)---� TYPICAL ELEVATIDN WITH F_ASTEN__RS General Notes: • The product shown herein is deginnpri tps tpri - —Is po. MR STEEL STULD ITn $3 Tlread MMStudW91, w4• MAX SHIM SPACE / 1a.m xrt IC _� t'" SRI LdA Da<. DETAIL TYPICAL VERTICAL FRAME SECTION NOTE, C.,A between unit and open4,g. m DOH COIINIrli 1199 S1LIClD.'E 1 7� GLAZING DETAIL 1/4• MAX slats SPACE V_ 4 3 S —rEt Mw. STUD 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: a/6" monolithic or 1/8" insulated. • Installation methods may be interchanged within the same opening. • An impact protective system is required where wind bome debris protection is required by local building code. • Maximum sizes are buck / net sizes and do not include firy b}t it Agt JY'/" This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up �` �e ,• \ ;_(C� 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 .-.z. wall conditions. For the complete installation procedure, see the instructionE packaged with the window or go to www.field-wen.com/resources(nstallation. 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 - STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud SIB gJMIN1/4' SHIM TEEL/—SPACE MAX AV TYPICAL HORIZONTAL FRAME SECTION NOTE, Caulk between wit and oaeroa Max FrameDP IMPACT 52 " x 72° +50/-50 I NO 1. Seal nail fin to substrate. 2. Use #10 sheet metal screw or greater fasteners through the 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. 4. Fasteners are not required though the sill. 5. Window includes a slip on aluminum 6063-T5 nail fin (typ. wall thickness .050"). Nail Fin extends approximately 1 ,258" away from frame. PROJECT ENGINEER: DATE: 3737 Lakeport 02/25/2010 JEL�N Pl Boulevard wN er: scaLE: Klamath Fails, OR 97601 Te—laff NTS (541) 882 - 3451 C KED BY: TITLE: APPROVED BY: Builder's Aluminum (4100) Single Hung ` Steel Stud with Nail Fin Installation (52.125" x 72.00") PART/PROJECT Na: IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No,; REV: SHEET 5 of 5 MY44099 Venice Window DIVIsion.. BA4100_NCT'10-3656 A 01