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Home My WebLink AboutProduct Evaluation ReportBUILDING DROPS A Perfect Solution in Every Drop! Certificate of Authorization: 29578 of JELD-WEN, inc. Siteline Clad Double Hung Window Impact Rated for Florida Product Approval Current Florida Building Code Method: Category: Sub — Category: Product: Material: Product Dimensions: 398 E Dania Beach Blvd. Suite 338 Dania Beach, FL 33004 954.399.8478 PH 954.744.4738 FX contact@buildingdrops.com 1— A (Certificate Method) Windows Double Hung Siteline Clad Double Hung Window Aluminum Clad Wood 45" x 80" Prepared For: JELD-WEN, inc. 3737 Lakeport Blvd. Klamath Fails, OR 97601 Prepared by: Hermes F. Norero, P.E. Florida Professional Engineer # 73778 Date: 08/03/2020 Contents: Evaluation Report Pages 1— 3 Digitally signed by Hermes F Norero Reason: I am approving this document Date: 2020.08.26 00:16:14-04'00' 7a A' OF 0 c� O ```, I 'lilt 114,111111 Hermes F. Norero, P.E. Florida P.E. No. 73778 BUILDING DROPS A Perfect Solution in Every Drop Certificate of Authorization: 29578 Manufacturer: Product Category: Product Sub -Category: Compliance Method: Product Name: JELD-WEN, Inc. Windows Double Hung State Product Approval Method (1)(a) Siteline Clad Double Hung Window (Impact Rated) Date: 08/03/2020 Report No: 4205 Scope: This is a Product Evaluation Report issued by Hermes F. Norero, P.E. (FL # 73778) for JELD-WEN, Inc. based on Method 1a of the State of Florida Product Approval, Florida Department of Business & - Professional Regulation - Florida Building Commission. Limits of Use: Hermes F. Norero, P.E. does not have nor will acquire financial interest in the company manufacturing or distributing the product or in any other entity involved in the approval process of the product named herein. This product has been evaluated for use in locations adhering to the current Florida Building Code. See Installation Instructions SJW2015-125, signed and sealed by Hermes F. Norero, P.E. (FL # 73778) for specific use parameters. 1. This product has been evaluated and is in compliance with the current Florida Building Code, 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 Chapter 16 of the current Florida Building Code and does not require an impact resistant covering. 4. Site conditions that deviate from the details of drawing SJW2015-125 require further engineering analysis by a Iicensed engineer or registered architect. 5. See Installation Instructions SJW2015-125 for size and design pressure limitations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 2 of 3 BUILDING DROPS A Perfect Solution in Every Dropl Date: 0 020 Report No:o: 42 4205 Certificate of Authorization: 29578 Certification Agency: The manufacturer has demonstrated compliance of products in accordance with the Florida Building Code for manufacturing under a program audited by and approved by Windows and Door Manufactures Association (FBC Organization #: CER1508). Performance Standards: The product described herein has been tested per: • AAMA/WDMA/CSA 101/I.S.2/A440-08/11 • ASTM E1886-13a • ASTM E1996-14a Referenced Data: 1. Product Testing performed by National Certified Testing Laboratories, Inc. (FBC Organization # TST1589) Report: SJW2015-125, Report Date: 01/25/2016 Installation: 2. Certification Agency Windows and Door Manufactures Association (FBC Organization #CER1508) Refer to Installation Instructions (SJW2015-125) for anchor types, spacing and more details of the installation requirements. Design Pressure: Refer to Installation Instructions (SJW2015-125) for design pressure configurations. Hermes F. Norero, P.E. Florida P.E. No. 73778 Page 3 of 3 4" MAX. 8" O.C. MAX. FROM THRU FIN �—} —r CORNERS x a f y D Z 3 d d d b d 1 WINDOW WIDTH (45 3/8" MAX.) 8" O.C. MAX. TYP THRU FIN TYPICAL ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fasteners through nail fin with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. 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. 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 not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the door or go to www.jeld-wen.com. Dow 899 'GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION roveabsen.�x.ady ray�avamaP y MIN. EDGE 1 1/2- M EMBEDMI NAIL FIN INSTALLATION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION NOTE: mNk between NaNn9 flange & Wood opening. Max Frame DP Ratinq Im act 45 3 8" x 80" +50/-65 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry standard requirement for the stated conditions. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. 4. At minimum, glazing shall be 3.Omm annealed - 8.6mm airspace - 2.5mm annealed - 2.3mm PVB Intedayer by Dupont - 2.5mm annealed insulating glass. PROJECT ENGINEER: DATE. -- 10/08/2015 DRAWN BY: SCALE: D. Vezo NTS CHECKED BY: JELD WEN th F Lakeport Blvd Klamath Falls, OR. 97601 Phone: (800)535-3936 DISCLAIMER: APPROVED P R VEDStoBY: Siteline Clad Double Hung Impact Window This drawing and its contents are confidential and are not to be P5RTLPROJ o�: reproduced or copied in whole or in part or used or disclosed to others DU 1LE l9. except as authorized by dELD-WEN Inc. IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET SJW2015-125 4" MAX. 16" O.C. MAX. FROM THRU FRAME CORNERS K Q f 2 2 O z_ WINDOW WIDTH 1 6" O.C. MAX. TYP THRU FRAME (45 3/8" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: 1. Seal flange/frame to substrate. 2. Use #8 PH or greater fasteners through frame with sufficient length to penetrate a minimum of 1 1/2" into the wood framing. For 2X wood frame substrate (min. S.G. = 0.42). 3. 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. 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 not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the door or go to www.jeld-wen.com. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELD-WEN Inc. Dow f'99 II EME JELBrWENKJamath MIN. DISTAN FROM EDGE: THROUGH FRAME" INSTALLATION FRAME JAMB SECTION (TYP) HORIZONTAL SECTION 45 3 8" x 80" +50/-65 YES Max Max Frame DP Rating Impact General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry standard requirement for the stated conditions. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. 4. At minimum, glazing shall be 3.0mm annealed - 8.6mm airspace - 2.5mm annealed - 2.3mm PVB Interiayer by Dupont - 2.5mm annealed insulating glass. PROJECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: L. Molatore APPROVED BY: D. Stokes PDT6P1203�9 IDENTIFIER No. SJW2015-125 DATE: 10/08/2015 SCALE: NTS TITLE: 3737 Lakeport Blvd Falls, OR. 97601 Phone: (800)535-3936 Siteline Clad Double Hung Impact Window PLANT NAME AND LOCATION: I CAD DWG. No.: I REV: I SHEET 4" MAX. 16" O.C. MAX. FROM THRU FRAME —t--� CORNERS X Q b it D Z_ 3 I- WINDOW WIDTH 16" O.C. MAX. TYP THRU FRAME (45 3/8" MAX.) TYPICAL ELEVATION WITH FASTENER SPACING Installed Fastener Schedule: 1. Seal flange/frame to substrate. 2. Install masonry straps to wood frame using #8 corrosion resistant fasteners no more then 4" from each comer and 16" o.c. along the jambs and head. Bend straps around buck and secure with #8 fastener thru masonry strap into buck. Fasteners must be long enough to penetrate at least 1" into framing members. 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. 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 not address the sealing consideration that may arise in different wall conditions. For the complete installation procedure, see the instructions packaged with the door or go to www.jeld-wen.com. DISCLAIMER: This drawing and its contents are confidential and are not to be reproduced or copied in whole or in part or used or disclosed to others except as authorized by JELDVEN Inc. Min. Dfstanm Fmm Edge:3/4' o MASONRY ° BLOCK a ° 2 Min, 1 1/2- MIN. From EMBEDMENT 1/4' MAX SHIM SPACE 3.Omm Gia. BRe 18.42mm 7.3mm 23mm ` Dow 899 GLAZING DETAIL FRAME SECTION (TYP) VERTICAL SECTION NOTE: huh0. NA"N &N Opa4 MASONRY STRAP " , INSTALLATION 1 12- MIN. FRAME JAMB SECTION (TYP) HORIZONTAL SECTION Max Frame DP Rating Impact 45 3 8" x 80" +50/-65 YES General Notes: 1. The product shown herein is designed, tested and manufactured to comply with the wind load criteria of the adopted International Building Code (IBC), the International Residential Code (IRC), the Florida Building Code (FBC) and the industry standard requirement for the stated conditions. 2. Buck, framing and masonry by others and is responsibility of architect or engineer of record. 3. All glazing shall conform to ASTM E1300. 4. At minimum, glazing shall be 3.0mm annealed - 8.6mm airspace - 2.5mm annealed - 2.3mm PVB Intedayer by Dupont - 2.5mm annealed insulating glass. PROJECT ENGINEER: DRAWN BY: D. Vezo CHECKED BY: L. Molatore APPROVED BY: D. Stokes PP12039 6T� IDENTIFIER No. SJW2015-125 DATE: 10/08/2015 SCALE: NTS TITLE: JELRWENI(larnathLakeport Blvd Falls, OR. 97601 Phone: (800)535-3936 Siteline Clad Double Hung Impact Window PLANT NAME AND LOCATION: I CAD DWG. No.: I REV: I SHEET