The URL can be used to link to this page

Home My WebLink AboutSUBMITTED PAPERSPLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION. 2300 Mrginia Avenue ANNED Fort Pierce, FL 34982 BY (772) 462-1553 �tL -we Count`, APPLICATION FOR REPLACEMENT OF WINDOWS, SKYLIGHTS,, SWING DOORS, SLIDING GLASS DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: v ' 2. a CEL ID i Q 3. DESCRIPTION OF PROJECT ORWORKACTIVITY: 4. TYPE OF STRUCTURE: SFR - MOBILE HOME OTHER 5. O INFORMATION 6. CONTRACTOR'S INFORMATION � `� 1 �� FL ReWCert #: Name: ' Address• y �l�Go�ar CountyCert#• �\ e�C� State: _ Business Name City: VnS Zip: 24q Phone: Phone Number. Email: P�`►�r�-k (0 a n . C(aM Email: 3�i � []. Attach 2 copies of the Product Approval with details to the product being used. VALUE OF CONSTRUCTION: $ � f_� 9 (�- FEES DUE: OWNE,RIS AFMAVrf: I certify that all of the information contained in4his application is correct and that all work willbe.done in compliance with all applicable laws regulating co cti zoning. t 7 NA OF O CONTRA O II P fi WNE O CO QUAL NAME STATE OF FLORIDA, COUNTY OF t ACI r! 11 1 ILE 11 wwTHIS DAY OF TS PR ONALLY KNO TO ME OR�WHO HAS PRODU AS IDENTIFIC N. TYPE OR PRINT NAAM OF NOT SIGNATURE OF NOTARY _ . _ Notar State '.,'• : ' '° MY CoY PuEXo _ of Florida COMMISSION NUMBER �+� %� t _ .or mm• Aires Mar22, TIME: NOTARY PUBLIC n�ommisslon s 2017 NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMCEMENT MAY RESULT TO YOUR HROPERTY. IF YOU INTEND TO OBTAIN FINANCINGr CONSULT WITH YOUR LENDER OR AN T YOUR NOTICE OF CQHMENLWMNT. ST. LUCIE COUNTY Vinyl Siding INSTRUCTIONS Please complete all information in the space provided, All information must be Printed (use black or blue ink only) or Typed. This application for replacement of Windows, Skylights, and Doors is to be used only for those activities that are not otherwise included under a primary building permit. This application for Permit may not be used for any activity that includes any type or kind of structural alteration. Building activities involving structural alteration, in' addition to the replacement of Windows, Skylights, Doors & Overhead Garage Doors, must be permitted through the regular building permit review process. The information to be provided with this application includes: 1. LOCATION/SITE ADDRESS: .............................................. 2. PARCEL ID NUMBER: ........................................................ 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ 4. OWNERS INFORMATION .................................................. 5. CONTRACTORS INFORMATION: ....................................... 6: VALUE OF CONSTRUCTION . ......... ::: ............................ Indicate the street address, or general location, of the property on which the building activity is taking place. Indicate the Property Tax identification Number for the property on which the building activity is taking place. Briefly describe the building activity under permit application. Indicate the name and address of the owner of the property on which the product is to be installed Indicate the State of Florida (if applicable) and St. Lucie County contractor's registration numbers, and the name of the business doing the work. Indicate the total value of the work to take place. Total cost of construction includes all material and labor costs associated with the building/construction activity. The value of construction is used to determine the amount of permitting fees to be assessed St Lucie County reserves the right to question and/or modify the indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction All applications for Permits are to be submitted to the St Lucie County Building and Zoning Department; St. Lucie County Administration Building, 2300 Virginia Avenue, Fort Pierce, FL 34982. All applications for Permits must be completed and filed with the Department no later than 4:30 P.M each business day. No applications will be accepted for processing after 4:30 P.M. For assistance in completing this application, please contact the St Lucie County Building and Zoning Department, at (772) 462-1553, during regular office hours (8:00 AM - 5:00 PM), Monday through Friday. Following the issuance of this Windows, Skylights; Doors & Overhead doors replacement Permit, the scheduling of all required inspections maybe made by calling (772) 462-1261. SLCCDV FORM NO: 00"5 Revised: 4/10/2012 PDSD JC PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772462-1553 APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATION/SITE ADDRESS: 2. 3. 4. TYPE OF STRUCTURE: SFR- 5. OWNERS INFORMATION NAME: L^ ADDRESS: L CITY: ZIP CODE- EMAIL - Type of Surface attachment. Wood Frame MOBILE HOME: • iu� V; ,¢ �OCTOR'S INFORMATION J �WQGISTRATION/CERT #: pp �� COUNTY CERT #: _ BUSINESS NAME: PHONENUMBER I • CL ^ EMAIL Concrete Masonry 1) ATTACH 2 COPIES OF THE PRODUCT APPROVAL WITH DETAILS TO TBE PRODUCT BEING USED. Other PL 4495 ALL PRODUCTS SHALL BE LABELED FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. "SEE FINAL INSPECTION PROCE0UREFOR EXISTINGRERMENTTAL STRUCTURES ON BA CB: 7. VALUE OF CONSTRUCTION: I 0 pER?&T FEE: $ OWNERS AFFIDAVrr: I certify that all of the information contained in this application is correct and that all work will be done in compliance with all applicable laws regulating construction and zoning. i�m �(k t P NAME F O OR CO CTOR/QUA�.IFIER GNA OF 0 ACOC4TQ4Z::::Z` STATE OF FLORIDA, COUNTY OF ACKNOWLEDGED BEFORE ME THIS TITLE: NOTARY PUBLIC COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN'YOUl"wrlSw TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY NOTICE OF COMMENCEMENT. SLCPDSD Revised 4/10/2012 JC Planning & Development Services Department ®' Building & Code Regulations ° 2300 Virginia Avenue �? Fort Pierce, Florida 34982 (772)462-1553 - OWNERBUILDER AFFIDAVIT DISCLOSURE STATEMENT . F.S. 489.103 (7) EXEMPTIONS State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor even though you do not have a license. You must provide direct, on -site supervision of the construction yourself. You may build or improve farm outbuildings, a one -family or two-family residence or a commercial building at a cost of under $75,000.00. The building or residence must be for your own occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved your self within one year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building; it is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applic bl ws, ordinances, building codes, and zoning regulations. Initial , I understand that the building official and inspectors are not there to design or give advice on how o meet the minimum.code. Initial C— I understand that as an owner -builder that any contract disputes with sub -contractors and I must be handled in a civil court with the advice of an attorney. This department will not mitigate any contract disputes. Initial I understand that if I compensate any person or company for work performed they are required to be licensed inthis jurisdiction. If for some reason they do not possess a license, I may be responsible and lia 1 for the cost of the license. IInitial I understand that if any person that is unlicensed and uninsured gets injured on my construction project - they may be entitled to workmen's compensation. I could be held liable for. all doctor, lawyer and related medical cost, which could include loss of wages during recovery from their injury. Initial -jam To qualify for this exemption under this subsection, an owner must personally appear and sign the building permit application and initial the above. I hereby acknowledge that I have read and understand the above disclosure statement and that I further understand that any violation of the terms of the owner/builder exemption shall be reported by the Building and Zoging Dep ent to the Florida State {department of Professional Regulatio igned and acknowledged on is day of of 20 wn uilder S' afore STATE OF FLORI A COUNTY OF , V C � The a oing ' trumfn was acknowledged before me this day of 20 by who is personally known o me, or who has pprr Wed as identification. M 3/ A lgn a of Notary Type or PrintName of Notary Title: Notary Public Commission Number Notary SAWN Ml�ONE - Y COMM Public State of Florida M � i�OF Flo OP, mm' Ex Tres SLCPDSD Revised 07/22/2010 F" FLO `` Bon edmmission # EE 87�5 i017 Through National Notary Assn. Florida Building Code Online" �� Page 1 of 2 "b a �;. .A � ,�' •� �� ,- �4 c � �� . k � � ,� •• ° �rn��'�p., ¢ter.:. . . col" 1a ['dsirtmQllirl BCIS Home ! Log In User RegLstratlon ttl Topics ! Submit Surcharge State a, Fads Publications FOC Siff i aCIS Site Map ' Links 503rcn i Busnes�})I product Approval Pro less W 1 USERi Public User Regulation Product Approval Manu >yreduct or appikatlon Search > A22caaoa list > Application Detall FL # FL11968-RI ! i tG.a6fn. Application Type Revision j Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm QdjXh, FL 33407 Authorized Signature Bill Feeley v•ri• I Technical Representative Address/Phone/Email ! Quality Assurance Representative 00 Address/Phone/Small 1 Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ® Evaluation Report - Hardeopy Received Florida Engineer or Architect Name Who developed Walter A. Tllllt, Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John Henry Kann pmannJr. 91 Validation Checklist - Hardcopy Received Certificate or Independence FLI 1968 R1 COI EASTERN METAL Certification or Indenendence drwo 11-223.AsL Referenced Standard and Year (of Standard) Standard Year: ASTM E33D 2002 SSTD 12-99 1999 ! Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D I http://www.floridahuilding,org/pr/pr_app_dtl.aspx?param=wGGVXQwtDgsxYIeb4opOD... 12/27/2013 Florida Building Code Online`- �� Page 2 of 2 i Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products PI. #f Model, Number or Name Description 11968.1 050" Bertha Storm Panel (2 1/4" ) Corrugated aluminum storm panels retained or not by tracks Drawing Number 11.222 to provide hurricane protection Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FFL112 R1 11 EASTERN METAL QRWCz 11-222.pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by independent Third Party: Yes Design Pressure: N/A Other: Large Missile. Max Span Is 12'-11" for +30, -30 Evaluation Reports FL11968 RI AE EASTERN METAL Product evaluation Cef1ort drwo 11-222.odf p.s.f. ASD and 8'-2" for +75, -80 p.s.f, ASD for mountings without "H" header. See sheet 5 of Installation drawings for Created by Independent Third Party: Yes other spans and pressures. 11968.2 0.040' Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel (?.,25' Deep)- Non-HVHZ - to provide hurricane protection, Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL11968 R1 II EA ERN METAL DRWG 11-224 odf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile. Max, span Is 12'-0" for +25, -25 p.s.f, FL119G8 R 1 A EASTERN MUAL Product evaluation report dnve 11-224.adf ASD and 4'-0" for +125, -130 p.s.f. ASD for sections 1, 3, 4, 6, 7, 8, BA, 9 and 11, See sheet 10 of installation drawing Created by Independent Third Party: Yes for other spans and pressures, 11968.3 24 Gage Galvanized Bertha Steel Storm Panel(2.25" Deep)- Non- corrugated galvanized steel storm panels retained or not by tracks to provide hurricane protection, HVHZ - Drawing Number 11-223 Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes FL11968 RI U EASTERN METAL DRWG 11-223.pdf Verified By: American Test Lab of South Florida Inc. Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Other. Large Missile. Max. span Is 9'-B" for +30, -40 p.s.f. Evaluation Reports FL11960 III AE EASTEBN METAL Product evaluation report drwo 11-223.n_df Created by Independent Third Party: Yes ASD and 7'-2" for +70, -80 p.s.f. ASD for panels mounted without "H" header.. See sheet 4 of Installation drawing for other spans and pressures, 11968.4 Clear Bertha Storm Panels (2 1/4") Corrugated Polycarbonate Storrs Panels retained or not by - Drawing Number 11-220 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No EL11968 RI II EASTERN METAL SUPPLY DRWG It - Approved for use outside HVHZ, Yes Z20.pdL Impact Resistant: Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party; Yes Other: Large Missile. Max, span is 10'-0" for +28, -28 p.s.f Evaluation Reports ASD and 4'-0" for +105, -110 p.sS ASD design load. See FL11$68 R 1 qf fASTERN METAL SUPPLY product sheet 3 of Installation drawings for othor spans and evaluation report drwo 11-220,pdf pressures. Created by Independent Third Party: Yes Contact Us :; 1940 North Monroe Street. Tallahassua FL 32399 Phonm 05Q-487-1824 The State of Florida Is an AAJffO employer. Copvrktht 2007.2013 State of sonde.:: Privacy Statement :: [aTasslbllity Statement t: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a publk-records request, do not send electronic mad to this entity. Instead, contact th3 office by phone or by tredatonal mall. If Vou have any questions, ptaase contact 050.487.1395, rPursuart to SoMlon 455.275(l), Florida Statutes, efroctfva October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emalls prov:dad may be used for official communization with the ikenseo. However emat addrsses 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 avallab!o to the public. To determine Ir you are a licensee under Chapter 455, F.S., please dick _N&. Product Approval Accoptat W ®E9ZI R mIr it Slta'titC%' i http://www.iloridabuilding,org/pr/pr_app_dti.aspx7parain=wGEVXQwtDgsxYleb4opOD... 12/27/2013 ILI ECO INC. TILLIT TESTING & ENGINEERING COMPANY WALTER A. TILLIT, JR., P.F. tilteco@aol.com PRODUCT EVALUATION REPORT PLP.B.LiaaNNo.44167 FL B.B. License No. D00671906719 REPORT NO.: DATE: 11-1207.09 December 7, 2011 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB -CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Florida 33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to Eastern Metal Supply, Inc., manufacturer, based on Rule Chapter No. 9B- 72.070, Method I of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. This product is being issued an Evaluation Report as described herein, and has been verified 'for compliance in accordance with the 2010 edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code Change that may affect its limitations and conditions. 2. EVtDENCE SUBMITTED: 2.1. PkObUCT EVALUATION DOCUMENT (I',►�.iD.l: Drawing No. 11-222, titled "0.050" BERTHA ALUMINUM STORM PANEL (2.25 DEEP)", sheets 1, lA thru 9 of 9 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 12/06/11. This drawing is an integral part of this Evaluation Report. 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone; (305) 871-1 - Fax: (305) 871-1531 PRODUCT EVALUATION REPORT NO.11-1207,02 l 2.2. TEST REPORTS: Large missile impact load tests were performed tinder SSTD 12-99 standard as per section 1609.1.2 of the Florida Building Code. Uniform static loads as per section 1714.5.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Report No. 0121.01-98R, dated April 28, 1999, signed by Tony Sivore and signed and sealed by William R. Mehner, P.E., Report No. 0329.01-00, dated May 26, 2000, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0525.01-00, dated April 26, 2000, signed and sealed by William R. Mehner, P.E., Report No. 0512.01-03, dated May 22, 2003, signed and sealed by William R. Mehner; P.E., and Report No. 0617.02-04, dated May 17, 2005, signed and sealed by Henry Hattem, P.E. Tensile test report No. 5EM-499 by QC Metallurgical, Inc., dated rune 1, 2005, signed and sealed by Frank Grate, P.E. Mill certificates from Easco Aluminum (extruders) certify aluminum alloys and temper for components. 2.3 STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep) for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT .RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 5 of 9 of Product Evaluation Document (P.E.D.), drawing No. 11-222. Maximum Anchor Spacing shall be as indicated on sheets 6, 7, 8 and 9 of 9, of Product Evaluation Document (P.E.D.), drawing No..11-222. 0,050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified for "code compliance to work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, 3, 4; 5, 8 and 9 of 9, of Product Evaluation Document (RE.D.), drawing No. 11-222. Minimum separation to glass shall be as indicated on sheets 3, 4, 8 �Oot# of Product Evaluation Document (P.E.D.), drawing No. 11-222. �l1+116�Fl ; EN AO PROIDUCT EVAUV TION REPORT 1J0. 11-1207.09 3 5ha11 be strictly in accordance with General Notes and Components indicated on sheets 1, 1A of 9, of Product Evaluation Document (RE.D.), drawing No. 11-222. Anchor specifications shall be as indicated on sheets 6, 7, 8 and 9 of 9, of Product Evaluation Document (P.E.D.), drawing No. 11-222. 7. LIMITATtONS AND CONDITIONS OF USE: 7,1.Shall be strictly in compliance with General Notes No. 8, 9,10 and 11, indicated on sheet 1 of 9, of Product Evaluation Document (P.E.D.), drawing No. 11-222 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 1 44167) , President of Tilteco, Inc. (Florida E.B-0006719). Florida Building Code Online . . \ I Page 1 of 3 FL # FL14911-R4 Application Type Revision Code Version 2010 Application Status Approved Comments Archived Product Manufacturer Silverline Building Products Corp. Address/Phone/Email One Sllverline Drive North Brunswick, NJ 08902 (732) 435-1000 rickw@rwbldgconsultants.com Authorized Signature Vivian Wright rickw@rwbldgconsultants.com Technical Representative Craig Calderone Address/Phone/Email 1 Silverline Drive North Brunswick, NJ 08902 (732)435-1000 CraigCalderone@silverlinewlndow.com Quality Assurance Representative Address/Phone/Email Category Windows Subcategory Single Hung Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who Lyndon F. Schmidt, P.E. developed the Evaluation Report Florida License PE-43409 Quality Assurance Entity Window and Door Manufacturers Association-QA Quality Assurance Contract Expiration Date 12/31/2014 Validated By Ryan J. King, P.E. Validation Checklist - Hardcopy Received Certificate of Independence FL14911 R4 COI CERTIFICATE OF INDEPENDENCE.odf Referenced Standard and Year (of Standard) Standard Year AAMA/ W DMA/CSA/ 101/I.S.2/A440 2008 AAMA/WDMA/CSA/101/I.S.2/A440 2005 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2009 TAS 202 1994 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 11 /21 /2013 Florida Building Code Onln, -'� Page 2 of 3 ��1 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Florida Licensed Professional Engineer or Architect FL14911 R4_EqulyEQUIV OF STDS.pdf Method 1 Option D 06/27/2013 06/27/2013 07/02/2013 08/23/2013 09/25/2013 .... ........... ......................._......... _.... _......... ........,........_..._.._..................... .... ..__......... _..... _.............................. _..... ............... ...__....... _..... _... _........... _....... _....... _........._._... �_.._..__......_.. _ ........ Summary of Products Go to Page} Page FL # IlModel, Number or Na IDescription 14911.21 u. Series 2907 Model 2907TW Twin - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: No FL14911 R4 II INST 14911.21.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.21 for Design Pressure Ratings, FL14911 R4 AE EVAL 14911.21.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. 14911.22 -v.-Series 2907 Model 2907TR JIFTriple - Continuous Head & Sill Single Hung Extruded Vinyl Window with Nailing Fin Limits of Use Installation Instructions Approved for use In HVHZ: No FL14911 R4 II INST 14911.22.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.22 for Design Pressure Ratings, FL14911 R4 AE EVAL 14911.22.pdf any additional use limitations, installation Instructions Created by Independent Third Party: Yes and product particulars. 14911.23 w. Series 70 Model 2127 IrExtruded Vinyl Single Hung Window - Nailing Fin Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R4 II INST 14911.23.pdf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.23 for Design Pressure Ratings, FL14911 R4 AE EVAL 14911.23.pdf any additional use limitations, installation instructions Created by Independent Third Party: Yes and product particulars. �----- �. 14911.24 lix. Series 70 Model 2127 JETtruded Vinyl Single Hung Window - Flange`` Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL14911 R4 II INST 14911.24.odf Approved for use outside HVHZ: Yes Verified By: Lyndon F. Schmidt, P.E. 43409 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 14911.24 for Design Pressure Rati s, FL14911 R4 AE EVAL 14911.24.0 any additional use limitations, installation instructlons Created by Independent Third Party: Yes and product particulars. Go to Page Page 2 / 2 Back Next Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824 http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquZRj 59%2fDr... 11 /21 /2013 Florida Building Code Online ; Page 3 of 3 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 -mall 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 mail. 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 click here . Product Approval Accepts: WW� eC,hg[Ii M scour).%'% imlxw http://www.floridabuilding.org/pr/pr�__app dtl.aspx?paratn=wGEVXQwtDquZ . 59%2fDr... 11 /21 /2013 a Jnc y ","ersen Ir WINDOWS -DOORS SERIES 70 - MODEL 2 72 7 EX RUED VINYL SINGLE HUNG WINDOW W1 FLANGE GENERAL NOTES "NON-IMPAcr, 1. This product has been evaluated and is in compliance with the 2010 Florida Building Code (FBC) structural requirements including the "High Velocity Hurricane Zone" (HVHZ). 2. Product anchors shall be as listed and spaced as shown on details. Anchor embedment to base material shall be beyond wall dressing or stucco. 3. When used in the "HVHZ" this product is required to be protected with an impact resistant covering that complies with Section 1626 of the FBC. 4. When used in areas outside of the "HVHZ" requiring wind borne debris protection this product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the FBC. 5. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 6. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. 7. This product meets water infiltration requirements for' HVHZ". TABLE OF CONTENTS SHEEN DESCRIPTION 1 Typical elevation, design pressures & general notes 2 Horizontal & vertical cross sections 3 Horizontal & vertical cross sections 4 Buck and frame anchoring 5 Bill of materials, glazing details & components v n { vo . non W i512YMAX. OVERALL FLANGE WIDTH...--�I. 52.010r' MAX. OVERALL FRAMEW ID TH 0 � O; z ¢ 5 K J�• a w w o a /. X i , OVERALL FLANGE DIh1ENSIQN .„ OVEtF;4LL fR41ulE DIMEN$IQN = �9X ` `' ti D10 DIMENSION ,GLASS IYPF DESIGN ARESSURE (PSFf PQStTNE NEGATIVE 53.25" x 63.58" 52.00" x 62.50" 47.69" x 28.25" +62.8 =65.0 53.25' x 74.08" 52.00" x 73.00" 47.69" x 3 G1. G2 MILE N.T.S. 3.501, +55.0 -60.0 VAQ er: JK OWL BY; L.FS DRAY Mc NO.: FL-14911.24 sHEer 1 of 5 NOTE: I. LOCATE OPERATING SASH LOCKS 7.5" v FROM EACH END OF THE ACTIVE I MEETING RAIL, FASTEN WITH (2) N8 x 314' SELF TAPPING SCREWS. i 2. LOCATE SASH KEEPER 6.5" FROM EACH ^ 5 END OF THE MEETING RAIL, FASTEN w WITH (2) 06 x 3/4"SCREWS. \2 3 27 23 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL INTERIOR O ° i 26 26 34 33 36 34 17 G2 G7 7 15 LL 1 00 � o0 i 9 9 24 25 EXTERIOR ! � 1 37 I-1 /4"MIN. BELOW THE MEETING RAIL BELOW THE MEETING RAIL 37 EMB. TYP.� HORIZONTAL CROSS SECTION 2 Shown w/ 2X buck v o ° I -1 /4" MIN. EMB. TYP. EXTERIOR a INTERIOR 32 If SEE f NOTE I O � / 18 m 19 z Z 2 . - o Ln 6 a 15 . `. 26 � z 24 aH N � o o= 0 ° BATE 10 30 12 N.T.S. o e our ar LFS 3 CZvERrrcAL CROSS SECTION orsumeo ra_cc 2 Shown w/ 2X buck N FL—r4stt.z4 0 N mim 2 of 5 24 ABOVE THE MEETING RAIL ABOVE THE MEETING RAIL 2% INTERIOR I � r3336 34 1734 O G2 G1 7 04 1 0 / � 7 15 � `o 21 zg / f EXTERIOR �S CMB. TYP. 38 BFLC W THE MEETING PAIL BELOW THE MEETING RAIL 3B le HORIZONTAL CROSS SECTION NOTE: 3 Shown w/ 1 X buck 1. LOCATE OPERATING SASH LOCKS 7 5" FROM EACH END OF THE ACTIVE MEETING RAIL, FASTEN WITH (2) #8x3/4" SELF TAPPING SCREWS. 2. LOCATE SASH KEEPER 6.S' FROM EACH END OF THE MEETING RAIL. FASTEN WITH (2( #6 x 3/4" SCREWS. co /3"� VERTICAL CROSS SECTION 3 Optional masonry sill a ✓ a dI I fdlli!!/Ul'Uf� v 1-1/4"MIN. —�'— EMB. TYP. �4 VERTICAL CROSS SECTION 3 Ophonalmasonry sill qgg ?� 24 29 oIJIE XQI 1 a maaa3 g` 22 �17-11=1 -O E EXTERIOP. Gl G2 INTERIOR SEE 32 (BC, NOTE 2. ' 10 SEE' o 'T NOTE I 3 y� ate.14 W �O N 12 4 18 0 2 0 0 19 z V) z o fl :� o_o 26 ." o =141.24 2 VERTICAL CROSS SECTIONShown w/ I X buck _I .1 —� TYP. 24 \ 2X BUCK 23 y 2X BUCK -% v 1X BUCK 24 2X BUCK TYP. r7 i FRAME T. MASONRY P MASONRY �- OPENING OPENING 2X BUCK 37 r 1X BUCK 38 BUCK ANCHORING FRAME ANCHORING MASONRY 52" X 73" MAX. 2X BUCK FRAME MASONRY CONCRETE ANCHOR NOTES: 1. Substitution of equal concrete screws from a different supplier may have different edge distance and center distance requirements. 2. Concrete screw locations at the corners may be adjusted to maintain the minimum edge distance to mortarjoints. If concrete screw locations noted as "MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortarjoints. additional concrete screws may be required to ensure the maximum on center dimension is not exceeded. 3. Concrete anchor table: ., ... :.., ,. .,...,..... ....... . A..NCHORMINIMUM IYPE,!,:,;..... ':,. •:SIZE; EMBEL1MEMi , „ ::;-:_::::::r-..::s CLEARANCE 70MASQNRYEDGE ..... ........ M!NlMUM:CLEARANCEIO.';: ADIAGENTANCM '' AT1Y;..`':...:.: 114" 2-1/2 3" n e .gg -a 7 o R'o 20 s .. to ? E rr$ 2X BUCK I BUCK 3 TYP.' — c' 2X BUCK I BUCK _ TYP. FRAME ANCHORING V) 42" X 58" MAX. z o W v, • 3 'w a 5 Q M _o t c z c UAW- 10130112 = SCAM, N.T.S.' c Mr. et: UK m wK, ar. LFS ? ° DWVM Ho_ N FL-1491I24 a N SHEET 4 aF 5 BILL OF MATERIALS REM DESCRIPTION MATERIAL I _ EXTRUDED PVC MAIN FRAME #52-2611' PVC 2 _ EXTRUDED PVC SILL #52-2673' PVC 3 EXTRUDED PVC GLAZING BEAD (INTERLOCK) #52-3557' PVC 4 EXTRUDED PVC MEETING RAIL #52-2907' PVC 5 EXTRUDED PVC TOP LIFT RAIL 452-2949' PVC 6 EXTRUDED PVC BOTTOM RAIL #52-2905' PVC 7 EXTRUDED PVC STILE #52-2905' PVC 8 EXTRUDED PVC GLAZING BEAD KEEPER #52-2317' PVC 9 EXTRUDED PVC GLAZING BEAD (VERT. & HORT.) #52-2217' PVC OPERABLE SASHLOCK # 12-2241 SASH KEEPER #12-2240 STEEL rl4-- FXED MEETING RAIL REINFORCEMENT #50-2608 LOCKRAIL REINFORCEMENT#50-2609 ALUM. ALUM. BOTTOM LIFT RAIL& SASH REINFORCEMENT #50-2967 ALUM. WINDOW SCREEN 17 WEATHERSTRIP PILE W/FIN .1 87x .270, LOCK RAIL & SASH (ULTRAFAB) LIT WEATHERSTRIP FILE `A'/FIN .187 x..230. FIXED MEETING RAIL (ULTRAFAB) 19 _ WEATHERSTRIP PILE W/FIN .187 x .150, SILL (ULTRAFAB) 20 WEATHERSTRIP VINYL BULB .187" x .375" 0 AMESBURY 22 GLAZING COMPOUND (DOW #1199) SILICONE 23 #10 X 2" PPH SMS STEEL 24 1/4" X 2-3/4" PFH ELCO OR ITW CONCRETE SCREW STEEL 25 2X BUCK SG >= 0.55 WOOD 26 1 /4" MAX. SHIM SPACE 27 MASONRY - 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 CONCRETE 29 1X BUCK WOOD 30 INTERCEPT SPACER STEEL 31 SASH KEEPER #12-5550-030 STEEL 32 OPERABLE SASH LOCK # 12-SK01-100 STEEL 33 TILT LATCH #07-76625 STEEL 34 #8 X 1" PPH SMS STEEL 35 SUPERSPACER BUTYL 36 TILT LATCH HP-1 MFG. BY ASHLAND) STEEL 37 # 10 X 3"PPH SMS STEEL 38 1/4" X 4" PFH ELCO OR ITW CONCRETE SCREW STEEL THE APPROVED WHITE RIGID PVC EXTERIOR EXTRUSIONS FOR WINDOWS ARE TO BE PRODUCED BY EXTRUDERS LICENSEES IN "AAMA CERTIFICATION PROGRAMS FOR RIGID PVC EXTRUSIONS". 7/l6', 5/8"OVERALL ^_ THK. GLASS 0.82" '• — co . o o. 1/8"ANNEALED 1``- r .7 ' AIRSPACE �`�� 1/8-ANNEALED EXTRUDED PVC GLA LING BEAD . N I o. 0.79" h o 0 G 1 G45ZING DETAIL L I 5/8' OVERALL L— oo T THK. GLASS 3$ EXTP,UDED PVC GLAZING BEAD ANNEALED U Keeper. i 0.79" AIRSPACE �I i/fi'ANNEALED 22 0 0 7/16"GLASS I BITE j� 1 16" �1 EXTRUDED PYC GlAIING BEAD G2 GLAZING DETAIL � I I 1 p„ Q a � Lon .064" iv . o UAW —r I O 0.868"..�-- o 0.91" I S LOCK RAIL TOP �1EXTRUDED PVCTOP LIFT RAIL ��BOTTOM LIFT RAIL 8 SASH . 12 Reinforcement ' Reinforcement ' �- ....._ 2.69.• 0.679" pr 00 0.055" , o. 14 LOCK MEETING RAIL Reinforcement EXTRUDED PVC STILE 1 7 . .PVC MAIN FRAME 0.911, J 0 0.065, =FT 5 EXTRUDED PVC BOTTOM RAIC 4 EXTRUDED PVC MEETING RAIL PVC SILL AM N.T.S. rG BY. JK ac ar: LFS LAWM NO- FL-14911.24 ET 5 OF 5