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Home My WebLink AboutPRODUCT APPROVAL - SINGLE HUNG WINDOW011FAM7411W OF c-s i ne ss&Prefessional Regulation BCIS Home I Log In User Registration Hot Topic Submit Surcharge Slats & Facts Publications FBC Staff BCIS Site Map f Links Search Florida uo Product Approval r USER: Public User Product Approval Menu > Product or Application Search > Application Lis[ > Application Detail II FL # FL10970-R7 SC Application Type Affirmation Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By "Ne 000, o Y JELD-WEN 3737 Lakeport Blvd Klamath Falls, OR 97601 (800) 535-3936 fbcl@jeld-wen.com Jason Kantola fbcl@jeld-wen.com JELD-WEN Corporate Customer Service 3737 Lakeport Blvd. Klamath Falls, OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Windows Single Hung Certification Mark or Listing National Accreditation & Management Institute National Accreditation & Management Institute Standard TAS 202 Year 1994 12 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 O Yes O No O N/A Product Approval Method ptio COD\/ lr � Date Submitted 07/10/2017 Date Validated 07/10/2017 Date Pending FBC Approval Date Approved 07/15/2017 Summary of Products FL # Model, Number or Name Description 10970.1 Builders Atlantic Aluminum Side Load Single Hung (4100) 52.125" x 72" Insulated Glass (1/8 in - 1/8 out Annealed) or Single Glaze (3/16 in Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ: Yes FL10970 R7 C CAC NI011624-RI.12df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date •Impact Resistant: No 01/31/2026 Design Pressure: +50/-50 Installation Instructions Other:,. , FL10970 R7 II DP- 50 52.125x72 Installation Instructions.odf Verified By: Hermes F. Norero, P.E. 73778 Created by Independent Third Party: Yes Evaluation Reports FL10970 R7 AE PER3032.Ddf Created by Independent Third Party: Yes Back Next I 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 a=mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. 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 Approval Accepts: Credit Card Safe 411* MAX. 14 3 B' FROM O.C. AX. CORNERS 12 5/B" MAX. N W S z 3 — WINDOW WIDTH (52W MAX.)" TYPICAL ELEVATION WITH FASTENERS .• v .• �orsasrevr 1 1/4' G . MIN. EMBEDMENT 1/4 MAX SHIM SPACE 1 1 IM DOW CORNING Lr 1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTEi Caulk between unit and opening. yu DOW CORNING 1199 SILICONE •� .S I I GLAZING DETAIL n MAX SHIM SPACE 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 ' d tad d t f th t t d d" MASONRY (NCTL 210-3656-1A) 1 1/4' MIN. EMBEDMENT—�—{ 3 HIM MAX f SPACE. EDGE Q 2 / msT e yr • p .a c d TYPICAL HORIZONTAL FRAME SECTION NOTE. Caulk between unit and opening. Max Frame DP IMPACT 52 x 72° +50/-50 NO 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. t'c = 3000 psi) In ustry s n ar requlremen s or e s a e con Itions. or masonry (Conforms to ASTM • All glazing shall conform to ASTM E1300. 3. Host structure (wood buck, stud framing and opening) to be designed • Minimum nominal glazing: 3/s' 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. structure is the responsibility of the architect or engineer of record for • An impact protective system is required where wind bome debris the project of installation. Digitally signed by Hermes F. Norero, P.E. protection is required by local building code. ` t �� 4. Fasteners are not required through the sill. Reason: I am approving this document • Maximum sizes are buck / net sizes and do not include f'rys;�s� g s��*., Date: 2013.10.2413:08:16 04'00' This schedule addresses only the fasteners required to anchor the product to `�� ••••• •• �j PROIECrENGINEER: DATE: 3737 Lakeport Boulevard achieve the rated design pressure and impact performance (where applicable) up �Q` .•• F - 02/24/2010 JELDrWN to the size limitations noted. It is not intended as a guide to the installation Z ; • �.� .�0tTetzlaff WN BY: SCALE: Klamath Falls, OR 97601 process and does not address the sealing consideration that may arise in different: ? 7 CRECKED NTS (541) 882 - 3451 BY: TITLE: wall conditions. For the complete installation procedure, see the instructionE ' r -_ packaged with the window or go to wwwgeld-wen.com/resourcesriinstallaton. 'v T T APPROVED BY: Builder's Aluminum (4100) Single Hung �O% P : <v� ` Masonry Installation (52.125" x 72.00") This drawing and its contents are confidential and are not to be reproduced or X� ,tea TIPRo7ECrNo.: copied in whole or in part or used or disclosed to others except as authorized by �e 1L01 B�NG3e �� JELD-WEN, Inc. ��,��QQ� IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET FAPPJ# AN AlM4narrnnrrunt#a957R MY44099 Venice Window Division BA4100_NCTL210.3656 A of 1 of 5 414" MAX. FROM CORNERS_ �_— WINDOW WIDTH (52J6" MAX.)" TYPICAL ELEVATION WITH FASTENERS HE POM • 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: 3/6' 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 fir��b� g ;-_ m¢ =U v4• -- `1/4' MAX SHIM tISWACIE DGV CORNING L4'1199 SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTION NOTEi Caulk between unit and opening. yam. — DOV CORNING 1199 SILICONE / I mt GL e GLAZING DETAIL S MAX Y SHIM SPACE WOOD FRAME (NCTL 210-3656-1A) 1/4• MAX IfSHIM SPACE 1 1/2' MIN. TYPICAL H❑RIZ❑NTAL FRAME SECTION NOTE, Caulk between unit and openinc Max Fram e DP IMPACT Installation Notes: 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. _ 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. Fasteners are not required in the sill. This schedule addresses only the fasteners required to anchor the product to `�� • � • • • •. � �� PROJECT ENGn achieve the rated design pressure and impact performance (where applicable) up �� .•' ,p to the size limitations noted. It is not intended as a guide to the installation Z ; • �� Tela process and does not address the sealing consideration that may arise in different: 7 �: wall conditions. For the complete installation procedure, see the instnlctionE 'fi' -_ packaged with the window or go to www.ield-wen.comlresources/installation. APPROVED BY: DATE: 3737 Lakeport Boulevard 02/24/2010 �: Klamath Falls, OR 97601 NTS gL]) (541) 882 - 3451 TITLE: Builder's Aluminum (4100) Single Hung This drawing and its contents are confidential and are not to be reproduced or 1,10�` Fr�A�'••��PROJECT No.: Wood Frame Installation (52.125" x 72.00") copied in whole -or in part or used or disclosed to others except as authorized by 1LD1 IDENTIFIER No. .PLANT NAME AND LocnTION: CAD DWG. No.: REV: SHEET JELD-WEN, Inc. MY44099 Venice Window Division BA4100_NCTL210.3656- A 01 2 of 5 44" MAX. FROM 14.3/8" CORNERS O.C. MAX. t3" O.C. MAX. N n c� W _ I_WINDOW WIDTH (52V MAX.)-� TYPICAL ELEVATI❑N WITH FASTENERS s � 4 L SHINMAX SPACE I ►� "nc DOV CORNING v4% 11" SILICONE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTES Caulk between unit and opening. MV DGV CORNING 1199 SILICONE /i— / a Umc I • GLAZING DETAIL i 1/4' MAX SHIN SPACE 2 nasr LV 5 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 s�' f�r�s;�b�lggV.*i� NAIL FIN (NCTL 210-3656-1A) 1/4' MAX SHIM SPACE TYPICAL H❑RIZ❑NTAL FRAME SECTION NOTE, Caulk between unit and opening FraMe BMax DP IMPACT 52 � x 72� +50/-50 N❑ 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 1Y2' 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.corn/newinstallationtechnologv/) for 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. This schedule addresses only the fasteners required to anchor the product to achieve the rated design pressure and impact performance (where applicable) up `�� •••,• •. �� Q' .•• F .� PRo]ECrENGINEER: -- DATE: 02/24/2010 3737 Lakeport Boulevard P JELJII�N Tetzlaff to the size- limitations noted. It is not intended as a guide to the installation O SCALE:NTS Klamath Falls, OR 97601 (541) 882 - 3451 process and does not address the sealing consideration that may arise in different; 7 _ By. TITLE: wall conditions. For the complete installation procedure, see the instrllcfionE packaged with the window or go to www.field-wen.comlresourcesfinstallation. � -n T Y � Builder's Aluminum (4100) Single Hung AWRovEo sv: Nail Fin Installation (52.125" x 72.00") • This drawing and its contents are confidential and are not to be reproduced or � X1,�ROAigq 1L01F5sIe RT/PRO]ECiNo.: ccpied in whole or in part or used or disclosed to others except as authorized by 10��y IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG. No.: REV: SHEET JELD-WEN, InC. —��"" R,�, a 571 MY44099 Venice Window Division BA4100_NCTL210-3656- A 02 3 of 511 7 4J" MAX. _ 14 3/8' FROMCORNERS - O.C. MAX. - -- — — r MAX. 3 • N S �O 3 �— WINDOW WIDTH (52V MAX.)" TYPICAL ELEVATION WITH FASTENERS General Notes: read + STEEL MIK STUD Threw �_1/4• MAX SHIM SPACE / r 1 v3M DO W CORNING yr D.G. SILICCNE GLAZING DETAIL TYPICAL VERTICAL FRAME SECTI❑N NOTE, Caulk between unit and opening. W vM DOW CORNING 1199 SILICONE ae=.m[ 1 • GLAZING DETAIL 1/4' MAX SMIM SPACE s0— I • 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 fihs ego", This schedule addresses only the fasteners required to anchor the product to �� •• •• achieve the rated design pressure and impact performance (where applicable) up �� Q' F •• 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 insttuctionE �k . packaged with the window or go to www.leld-wen.com/resourcesfiinstallafion. 0 T T 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 'ir JELD-WEN, Inc. FBPE STEEL STUD NAIL FIN (NCTL 210-3656-1A) 3 Thread MIN. Through Stud 1e ga. MIN. —1/4' SHINo V 13 STEEL STUD SPACE MAX .r Permitting De St. Lucie C TYPICAL HORIZ❑NTAL FRAME SECTION NOTEi Caulk between unit and opening. Max Frame DP IMPACT 52 x 72� +50/-50 N❑ 1. Seal nail tin 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. DATE: ;1� BY. 1PPROVED BY: . IDENTIFIER No. 5,q MY44099 3737 Lakeport Boulevard 02/25/2010 TELD-WN Klamath Falls, OR 97601 crei c. Builder's Aluminum (4100) Single Hung Steel Stud with Nail Fin Installation (52.125" x 72.00") CAD DWG. No.: REV: SHEET BAa100-NCTL210.365s- A 01 5 of