The URL can be used to link to this page

Home My WebLink AboutRevisions OFFICE USE ONLY: RECEIVED JUN 03 2011 DATE FILED: Go -� 11 PERMIT# 1 -' d NO REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES COUNTY BUILDING&CODE REGULATION DIVISION If L e R I D A 2300 VMGINIA AVENUE FORT PIERCE,FL 34982-5652 (772)462-1553 FAX(772)462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/SITE ADDRESS: 7105 DONLON FT PIERCE FL 34951 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: Product Approval required for change of Window Brand. 3. CONTRACTOR INFORMATION: STATE of FL REG./CERT.#: CBC1259135 ST.LUCIE COUNTY CERT.#: BUSINESS NAME: Fluiida Rrtiofits,W. QUALIFIERS N aures Cody Thomas ADDRESS: �b Kirby Circle CITY; a may STATE: ZIP: PHONE(DAYTIME): - - FAX: 4. OWNER/BUILDER INFORMATION: NAME: Ronald Arold ADDRESS: 7105 DONLUN St CITY: rierceSTATE: Fl ZIP: 34951 PHONE: 772-501-9827 FAX: 5. ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: Revised 07/22/2014 RECEIti/_=D JUS! 03 2017 t`I { let BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I FBC Staff I SCIS Site Map i Llnks I Search db a "W;j Product Approval ,� USER:Public User Product Aporovai Menu>Product or Application Search>Application List>Application Detail FL* FL14462-R3 Application Type Affirmation Code Version 2014 Application Status Approved Comments Archived rILE Copy Product Manufacturer JELD-WEN Address/Phone/Email 3737 Lakeport Blvd Klamath Falls,OR 97601 (800) 535-3936 fbcl@jeld-wen.com Authorized Signature Kaede McLaughlin fbcl@jeld-wen.com Technical Representative JELD-WEN Corporate Customer Service Address/Phone/Email 3737 Lakeport Blvd. Klamath Falls,OR 97601 (800) 535-3936 customerserviceagents@jeld-wen.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency National Accreditation&Management Institute Validated By National Accreditation&Management Institute Referenced Standard and Year(of Standard) Standard Year TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By ✓'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 Yes No .'.'N/A Product Approval Method Method 1 Option A Date Submitted 02/20/2015 Date Validated 02/20/2015 Date Pending FBC Approval Date Approved 02/28/2015 Summary of Products FL# Model,Number or Name Description 14462.1 Premium Atlantic Aluminum Single Hung (6100) 52 1/8"x 75"Single Glaze (1/8 in Tempered)or Insulated Glass(3/16 in-3/16 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14462 R3 C CAC NI011967-R1 NIO11967 O1-Ri pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2018 Design Pressure: +60/-65 Installation Instructions Other:Frame and Sash made of Aluminum 6063-T6 FL14462 R3 II DP60-65 52.125x75.Ddf (approximately.060"thick). Window includes a slip on Verified By: Hermes Norero 73778 aluminum 6063-TS nail fin with a typical wall thickness of Created by Independent Third Party: Yes 0.050"and extends approximately 1.258"away from the Evaluation Reports frame. FL14462 R3 AE PER3225.pdf Created by Independent Third Party: Yes 14462.2 Premium Atlantic Aluminum Single Hung (6100) 36"x 72"Single Glaze (3/16 in Annealed) or Insulated Glass(1/8 In- 1/8 out Annealed) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14462 R3 C CAC NIO11967 02-R1 NI011967 Q3-R1.pdf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:No 02/28/2018 Design Pressure: +60/-65 Installation Instructions Other: Frame and Sash made of Aluminum 6063-T6 EL14462 R3 II DP60-65 36x72.pdf (approximately .060"thick). Window includes a slip on Verified By: Hermes Norero 73778 aluminum 6063-T5 nail fin with a typical wall thickness of Created by Independent Third Party: Yes 0.050"and extends approximately 1.258"away from the Evaluation Reports frame. FL14462 R3 AE_PER3226.pdf Created by Independent Third Party: Yes 14462.3 Premium Atlantic Aluminum Single Hung(6100) 52 1/8"x 75"Single Glaze (5/16 in PVB or SGP Lam) Limits of Use Certification Agency Certificate Approved for use in HVHZ:Yes FL14462 R3 C CAC N1011335-RI.odf Approved for use outside HVHZ:Yes Quality Assurance Contract Expiration Date Impact Resistant:Yes 05/31/2020 Design Pressure: +60/-65 Installation Instructions Other: Frame and Sash made of Aluminum 6063-T6 FL14462 R3 II Impact DP60-65 52.125x75.pdf (approximately .060"thick). Miami-Dade NOAs for Dupont Verified By: Hermes Norero 73778 SentryGlas(11-0624.02)and Butacite PVB(13-0129.27) Created by Independent Third Party:Yes Interlayers. Evaluation Reports FL14462 R3 AE PER2903.pdf Created by Independent Third Party:Yes �ac{t Next Contact Us::2601 Blair Stone Road.Tallahassee Fl,32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrlght 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 e-mail address released In response to a public-records request,do not send electronic mail 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 emalls 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 dick here. Product Approval Accepts: NAME LEEE 13 Credit Card Safe 13 3/4" 0.C. 4 1/4" 1 x v2•MM EMBEDMENT NAIL FIN INSTALLATION MAX. THRU MAX. FROM FIN CORNERS s a MIN.DISTANCE FORE DISTANCE FOR EDGE:3/4" FOR EDGE:3//4"4' " V4'MAX 15 7/8SHIM SPACE 3 O.C. MAX. THRU FIN 1/4"MAX SHIM SPACE now GO FRAME SECTION(TYP) VERTICAL SECTION 2 .are cmnw..«w;uara.ewmaw•es 11/2"MIN. 0^ EMBEDMENT _ < wV 3� o ^ I 3 v I 1 2 ------_ --- I� St mm &I mm JAMB SECTION(TYP) HORIZONTAL SECTION NOTE:Caulk between Wing FlmV.&Wood OWirg. I tK� V4'MAX SHIM SPACE �— DISTANCE WINDOW WIDTH —� MOR TIM34' FORED6E:3/4' Max Frame DP RATING IMPACT (36" MAX.) 2 a 36" x 72" +60/-65 NO TYPICAL ELEVATION WITH FASTENER 5PACIN6 1 II/2' KEMBEDMENT Installation Notes: General Notes: 1. Seal flangelframe to substrate. 1. The product shown herein is designed,tested and manufactured to comply with the wind load criteria 2. Use#10 PH or greater fastener though the nail fin with sufficient length to penetrate a minimum of of the adopted International Building Code(IBC),the International Residential Code(IRC),the Florida 1112"into the wood framing. For 2X wood frame substrate(min.S.G.=0.42). Building Code(FBC)including HVHZ 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 El 300, to the structure. The host structure is the responsibility of the architect or engineer of record for the 3. At minimum,glazing shall be 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating project of installation. glass. Digitally signed by Hermes F.Norero,P.E. Reason:I am approving this document 4. Use structural or composite shims where required. Date:2014.09.2614:31:22-04'00' 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 ♦� PROJECT ENGINEER: DATE: ♦ .••• •• �i 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall ♦♦ �c' F �� -- 09/16/2014 • % 'A �� JELDVEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions � Z ; �,� : O � D.Vezo NTS Phone: (800)535-3936 packaged with the window or go to 7 _ www.jeld-wen.com/resourcesfinstallaton. _ * ^* _ ] Kantola �� 'fl T T APPROVED BY: Premium Atlantic Aluminum Single Hung Window DISCLAIMER: 3 This drawing and its contents are confidential and are not to be % 0,� O DQ;•• ? ♦: P6T666EYJ0: reproduced or copied in whole or in part or used or disclosed to others � o�o �♦ LZ� except as authorized by JELD-WEN Inc. see n H1'p�'' to 338 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET en NCTL210-3715- 26S-FBC 00 1OFa MIN.DISTANCE THROUGH FRAME 13 3/4" O.C. 4 1/4" F(ORED6E:3/4' 3 INSTALLATION MAX. THRU MAX. FROM 2 FRAME -I �—I- CORNERS ivrMM EMBEDMENT va•Aux 1.50"MIN. 13 5/8" SHIM SPACE EMBEDMENT O.C. MAX. 3 THRU FRAME Dow nd ' FRAME SECTION(TYP) VERTICAL SECTION _JV H 1 1/2" W Q MAX. FROM *7 IN.DISTANCE MIDSPAN FOR EDGE:3/4" AAt o N 4 1/2' Gtr ------------ Z -MAX. FROM 3 MIDSPAN 17 JAMB SECT10N(TYP) HORIZONTAL SECTION oor va•MAx SHIM SPACE I-WINDOW WIDTH -I Max Frame 0:P RATING IMPACT (36" MAX.) ' 3 36" x 72" +60/-65 NO TYPICAL ELEVATION WITH FASTENER SPACING 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#10 PH or greater fastener though the frame 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)including HVHZ 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 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating project of installation. glass. 4. Use structural or composite shims where required. This schedule addresses only the fasteners required to anchor the 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 �� PROJECT ENGINEER: DATE: ••..• .. 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �� Q' •.• F �� -- 09/16/2014 • % ALDr'WTN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions Z �,� : O D.V BY: scab. NTS Phone: (800)535-3936 packaged with the window or go to 7 _ CHECKED BY: TULLE: www.jeld-wen.com/resources/installafon. _ * * = J. Kantola 'o T T tr Z APPROVED BY: Premium Atlantic Aluminum Single Hung Window DISCLAIMER: -)3W -- This drawing and its contents are confidential and are not to be O,� O reproduced or copied in whole or in part or used or disclosed to others �� Q�ey�p�° 0• ��` �60 $ except as authorized by JELD-WEN Inc. see dd74JD/ � � $ge IDENnFRR No. PLANT NAME AND LOC/1TION: CAD DWG.No.: REV: SHEET n NCTI210-3715- 26s-FBC 1 00 2 DF 4 MIf.L DISTANCE MASONRY INSTALLATION FOR EDGE:2 f/4• 13 3/4" O.C. 4 1/4- MASONRY MAX. THRU MAX. FROM °' a FRAME 1----1--I-CORNERS d 2 : 3 11/4"MM EMBEDMENT 11/4"MIN_ 1 35/8" 1/4•MAX EMBEDMENT O.C. MAX. SHIM SPACE THRU a 3 1/4"MAX FRAME MIN.DISTANCE SHIM SPACE DaM FOR EDGE:21/4" A 2 FRAME SECTION(TYP) (_> 1 1/2- VERTICAL SECTION W X AX. FROM _ MIDSPAN 4,11o p ^ 4 1/2" MA50NRY Z" -MAX. FROM BLOCK 3 MtDSPAN ; 1 JAMB SECTION(TYP) UX1 mml HORIZONTAL SECTION 1 1 dg:� °0' v4•MAx I—WINDOW WIDTH—I �. SHIM SPADE Max Frame I DP RATINGI IMPACT (36" MAX.) a G ,a 36" x 72" +60/-65 NO TYPICAL_ELEVATION WITH FASTENER SPACING MASONRY 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 3/16"Tapcon or fastener of equivalent capacity through frame with sufficient length to penetrate a of the adopted Intemational Building Code(IBC),the International Residential Code(IRC),the Florida minimum of 1114"into concrete or masonry at each location with a 2114"min from edge distance.For Building Code(FBC)including HVHZ and the industry requirement for the stated conditions. concrete (min.fc=3000psi)or masonry substrate(CMU shall adhere 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 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating to the structure. The host structure is the responsibility of the architect or engineer of record for the glass. project of installation. 4. Use structural or composite shims where required. 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 `�� i PROTECT ENGINEER: DATE: 3737 Lakeport Blvd not address the sealing consideration that may arise in different wall �� Q' •.• F �� 09/16/2014 %conditions. For the complete installation procedure,see the instructions Z�;'�,� .�� = DRAWN BY: SCALE: JELDI*TN-ft Klamath Falls,OR.97601 packaged with the window or go to 7 D.Vezo NTS Phone: (800)535-3936 www.jeld-wen.com/resources/installation. _ * * _ CHECKED BY: TITLE:J. Kantola APPROVED BY: Premium Atlantic Aluminum Single Hung Window DISCLAIMER: 1J (/j This drawing and its contents are confidential and are not to be % 0 PART1 b EyJo: reproduced or copied in whole or in part or used or disclosed to others ., ERM ! o. t$SZLZ� t as authorized b JELD-WEN Inc. 8� 388 IDENTIFIER No. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except y NCTL210-3715- 26s-FBC I 1 001 30F4 13 3/4" O.C. 4 1/4- 18goug MhemM�vnt STEEL INSTALLATION 51W Stud d three threads MAX. THRU MAX. FROM 3 putt'""` FRAME -r---�—r CORNERS 2 v4•MAX 5HU SPACE 13 5/8" 3 1/4"MAX O.C. MAX. SHIM SPACE THRU Min.embedment 2 FRAME FRAME SECTION(TYP) of three threads VERTICAL SECTION past frame H t a�ii 1 1/2- 18 gauge min W Q AX. FROM 4.7 mm Steel Stud :C MIDSPAN o ^ 4 1/2" --------- Z MAX. FROM 3 MIDSPAN JAMB SECTION(TYP) HORIZONTAL SECTION da. I Domw 1/4•MAX SHIM SPACE �—WINDOW WIDTH —I ,B Max Frame DP RATING IMPACT (36" MAX.) ' -.Irl 3" 36" x 72" +60/-65 NO TYPICAL ELEVATION WITH FASTENER SPACING Installation Notes: General Notes: 1. Seal flangelframe 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#10 TEK Self Tapping screws with sufficient length to achieve a of the adopted Intemational Building Code(IBC),the International Residential Code(IRC),the Florida minimum embedment of three threads past the frame thickness. Steel substrate min.18ga.,fy=33 ksi. Building Code(FBC)including HVHZ 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 4.7mm annealed single glazed or 3.1 mm-3.1 mm annealed insulating project of installation. glass. 4. Use structural or composite shims where required. 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 �S PROJECT ENGINEER: DATE: not address the sealing consideration that may arise indifferent wall �� 2' •. •• �` �� -- 09/16/2014 3737 Lakeport Blvd \ •• DRAWN BY: SCALE: JELDEN Klamath Falls,OR.97601 conditions. For the complete installation procedure,see the instructions ; \. : O D.Vezo NTS Phone: (800)535-3936 packaged with the window or go to p 7 www.jeld-wen.comtresourcesfinstallation. J.Kantola 'o T T = APPROVED BY- Premium Atlantic Aluminum Single Hung Window DISCLAIMER: -)3This drawing and its contents are confidential and are not to be .00 •. OP' %-% P�RrU�OEpr $ reproduced or copied in whole or in part or used or disclosed to others LL t as authorized b JELD 1IVEN Inc. see 1�LE We IDENTIFIER ND. PLANT NAME AND LOCATION: CAD DWG.No.: REV: SHEET except y NCT1210-3715- 26s-FBC 1 00 4 OF 4 NOTICE OF PRODUCT CERTIFICATION CERTIFICATION NO: NI011967.02-R1 DATE: 05/13/2014 a x` CERTIFICATION PROGRAM: Structural N ' 461 COMPANY: JELD-WEN'= ' c kyr CODE: 822-1 r REVISION DATE: 05/20/2014 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 Series 116100 Premium Atlantic 3737 Lakeport Boulevard Aluminum" Single Hung Window Klamath Falls,OR 97601 Configuration:O/X Glazing:Monolithic-3/16"Annealed Glass Frame: W-914mm(36.00") H-1828mm(72.00") Sash: W-875mm(34.45") H-912mm(35.91") DLO: W-796mm(31.37") H-814mm(32.06") SPECIFICATION PRODUCT RATING TAS 202-04 Design Pressure: +60/-65 psf Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3715-1 Expiration Date: February 28, 2018 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 NOTICE OF PRODUCT CERTIFICATION GERT/filC�9j . ccxE„`r�ay CERTIFICATION NO: NI011967.03-R1 DATE: 05/13/2014 CERTIFICATION PROGRAM: Structural t 4r COMPANY: JELD-WEN CODE: 822-1 REVISION DATE: 05/20/2014 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 Series 116100 Premium Atlantic 3737 Lakeport Boulevard Aluminum" Single Hung Window Klamath Falls, OR 97601 Configuration:O/X Glazing:Insulating Glass(Annealed) Frame: W-914mm(36.00") H-1828mm(72.00") Sash: W-875mm(34.45") H-912mm(35.91") DLO: W-796mm(31.37") H-814mm(32.06") SPECIFICATION PRODUCT RATING TAS 202-04 Design Pressure: +60/-65 psf Product Tested By: National Certified Testing Laboratories Report No: NCTL-210-3715-1 Expiration Date: February 28, 2018 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