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HomeMy WebLinkAboutSUBMITTED PAPERSDATE:_ ` « PERMIT NUMLQ PLANNING & DEVELOPMENT SERVICES DEPARTMENT BUILDING & CODE REGULATIONS DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 SCANNED (772) 462-1553 S� APPLICATION FOR REPLACEMENT OF St. Lucie COUnty WINDOWS, SKYLIGHTS, DOORS &/OVERQHEEADD GARAGE DOORS 1. LOCATION/SITE ADDRESS: 3 /�� O�Cy , ilu�rst�1 /TQ1 % y, l !1 °,71e 2. PARCEL ID NUMBER: o2 yo2 % r /oZ y 3. DESCRIPTION OF PROJECT/OR WORK ACTIVITY: 02 wo D 4. TYPE OF STRUCTURE: SFR MOBILE HOME OTHER 5. OWNERS INFORMATION T 6. Name: SC E a �/.'Aw / it�S�J��j D Address: 3/// d/V City: 1* �,~ State: Zip: S Phone: 77VZ 17/ -/63D CONTRACTOR'S INFORMATION FL Reg/Cert #: G iTZ'_ 1,5'- %2 County Cert #: eZ 6 yY'7 Z Business Name:/c J/'iirn /7`e. �5 e 9WST ? PhoneNumber: 7 7o2 " 2 /6 /3 OS -- Windows, Swing Doors, Skylights, Fixed Glass Opening Design Pressure A.S.C.E - 7 Design Pressure Product Manufacture Model # Method of Attachment # Florida Product Approval # 120 mph 30 mph 40 mph Windows & Skylights Exposure B 4=)- 1 k::� Exposure C D. Overhead Garage Doors < 30' - F.B.C. Table 1609.6 (1) + 1609.6 2 B- Size C- Size 7. VALUE OF CONSTRUCTION: S 3 SSoe . FEES DUE: RECEIPT: OWNEWS AFFIDAVIT: I certify that all of the information contained in this application is correct and that R wor will be done in com liance with :allcablelaws regulating construction zoning. /^i Qs, PRINT QUALWIERSIOWNERS NAME SIGNATURE OF QUALIFIERIOWNER STATE OF FLORIDA, COUNTY OF �r ACKNOWLEDGED BEFORE U E THIS DAY OF , 20 . BY i f1 A-' 3 l-�P?f L- WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED - AS IDENTIFICA N. `"` ANGELA R. HELSETH � d,o, �alSe� MY COMMISSION # DD824619 2012 SIGNATURE O NOTARY TYPE R PRINT NAME OF NOTAR EXPIRES: s� Diso0u t As m. Co.�O-3- Fl. Notary Discount Assoc. C I.800.7-NOTARY TITLE: NOTARY PUBLIC COMMISSION NUMBER 2X> NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING ' ... •- • . r v� ,- ` a .m ', 3 ST. LUCIE COUNTY Vinyl Siding TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT [] Attach,2 copies of the NOA or Florida approval with details to the product being used. 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, Doors, &0verhead doors to be -used for only 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:ieplacement of Windows, Skylights, Doors & Overhead doors, must be permitted through the regular building'permit review'process: The information to be provided with this application includes: "1. T,OCATIOIN/SITE ADDRESS :.............:.:............ ..........::...:..Indicate the street address„ or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: ........................................................ Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY........ Briefly -describe the building activityunderpermit application. 4. OWNERS INFORMA'TION:................................................ Indicate the name and address of the owner of the property on which the product>is,to be. installed. 5. CONTRACTORS INFORMATION: ....................... Indicate the State of Florida (if applicable) and St. Lucie County contractors registration numbers, and the name of the business doing the work. 6. VALUE OF CONSTRUCTION: ........................................... 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 ofpermitting 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 becomplete and filed with the Department no later 4:30 P.M. each business day. No applications will be accept id •for processibg 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: 006-05 - Aer- 3 / O/Z resS 5e.,h�t2 L,,4t7ld TnI3 f old mc,-,Veo�4 Ad /°fie fG. 31-19s/ `�o� f PL, jNING & DEVELOPMENT SERVIC" DEPARTMENT BUILDING & CODE REGULATIOivO'DIVISION 2300 Virginia Avenue Fort Pierce, FL 34982 772-462-1553 APPLICATION FOR STORM SHUTTER PERMIT DATE: PERMIT NUMBER: 1. LOCATION/SITE ADDRESS: 2. PARCEL ID NUMBER: o2 `i,2 7 - 42, 1 - ©©o ff „ QD0 ", ------------------ - 3. DESCRIPTION OF PROJECTOR WORK ACTIVITY: 4. TYPE OF STRUCTURE: SFR.--Y!�,_ ADDITION _ __ OTHER 5. OWNER INFORMATION T 6. CONTRACTOR INFORMATION Name• �� / FL Reg/Cert #: r �Tli ' %�/ 9oZoZ- Address: 3 /// ��� ��wa s / County Cert #: 6 7 / City: `1/ �P�'G�P State: �_ Business Name: &e t 7/. �irc Zip: yq� Phone: 7702 -- 9'7/ — /6 3 Phone number: % %a2- ' 02 / 6 " /3 Type of Surface attachment: Wood Frame Concrete Masonry X Other Maximum Opening Pressure per Product Compliance Method of Attachment Product A.S.C.E. 7 Report # As per Product Approval or Engineers Anal sis Type 120 mph 130 mph 140 mph 140 Exp. C FL N.O.A. Other Anchor Type Anchor Spacing RemovableC. Panels 3 a Gn 6 em2!je Accordion 2 Roll U Colonials they ALL PRODUCTS SHALL BINS LABELED uTi.,M%l a •• --.— ---- "SEE FINAL INSPECTIONPROCEDURE FOR EUSTMG RESIDENTIAL STRUCTURES ONBACK _ t� 7. VALUE OF CONSTRUCTION: $ Old FEES DUE. OWNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and that a work will be done in compliance with all applicable laws regulating construction and zoning. t /C Tie `ion � PRINT NAME OF OWNER OR CONTRACTOR/QUALIFIER SIGNATURE OF OWNER OR boNTPEAcroRIQUALiFEER STATE OF FLORIDA, COUNTY OF 4Z41166 `� ACKNOWLEDGED BEFORE ME THIS a DAY OF Aq .I t 20 . BY, ��r� P I� I�G� WHO IS PERSONALLY KNOWN TO ME OR WHO HAS PRODUCED AS IDENTIFICATION. jCf2� �� art �I� �t �e" " MGLSETHSIGNA OF NOTARY TYPEOR NAME OF NOTARY DDS24619TITLE: NOTARY PUBLIC COMMISSION NUMBER D 5? � �,F���r 21, 2012800.3-NOTAnt Assoc. Co. SLCPDSD Revised 96/17/2010 NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOURNOTICE OF COMMENCEMENT. INSTRUCTIONS oK Please complete all information_in the'space provided.. All information must bePrinted(use black or blue ink only) or Typed. This application for Shutters to be used for ,only those activities that. is 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 installation of Shutters, must be permitted through the regular building permit review process. The information,to be provided with this application includes:' .r 1. LOCATION/SITE:ADDRESS:................................................ Indicate the street address, or general location, of the property on which the building activity is taking place. 2. PARCEL ID NUMBER: .................................... ..................... Indicate the Property Tax Identification Number for the property on which the building activity is taking place. 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY........ Briefly describe the building activity under permit application. 4. OWNERS INFORMATION: ................................................. Indicate the name and address'ofthe owner ,of the property on which the-pioducf is to be installed., . 5. CONTRACTORS INFORMATION :.................................... Indicate the State of Florida (if applicable) and St: Lucie County ' . contractor's registration numbers, and the name,of the business doing the work.- 6. VALUE OF CONSTRUCTION: ........................................... 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 the installation of Shutters 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 complete and filed with the Department no later 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 Shutter Permit, the scheduling of all required inspections may be made by calling (772) 462-1261. INSPECTIONS EXISTING RESIDENCES All shutters must be installed and in place" at the time of the final inspection, except for Egress Windows and Doors where one panel must be installed and the remainder must be by the opening for the inspector to verify remaining panels. ON NEW HOMES ALL SHUTTER PANELS MUST BE INSTALLED AT TIME OF FINAL INSPECTION OR INSPECTION WILL FAIL AND C.O. WILL NOT BE ISSUED. SLCCDV FORM NO: 006-05 JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3616795 OR BOOK 3 PAGE 1129, Recorded 08/09/2011 at 2 AM e w , aF Mtn TNUMn511: ...,_.I NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will be made to certain real property, and in accordance with Chapter 713. Florida statutes the following information is provided in the Notice ofcommencement. /I�� p 1. DESCRIPTION OF PROPERTY (Legal description and street address) TAX FOLIO NUMBER:2 3(2 / —447'/ — 6wl" dco" I 2. GENERAL DESCRIPTION OF RM 3.OWNER INFORMATION: . a. d. Name and address of fee simple titleholder (if other than owner) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBER: diyoit Ise A it 3oq r/•/%_e .41/ /__a 5. SURETY'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT' A- 6. LENDER'S NAME, ADDRESS AND PHONE NUMBER: " 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1)(a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 8. In addition to himself or herself, Owner designates the following to receive a copy of the Lienoe a Notice as provided in Section 713.13 (1)(b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: 9. Expiration date of notice of commencement (the expiration date is I year from the date of recording unless a different date is specified) _, 20_ Owner's Authorized Officer/Direetor/Partner/Manager State of Florida County of The foregoing instrument was acknowledged before me this �Lday of K riles t - 20 r / By � as(Name of person) r� (Type of authority ... e.g. Owner, officer, trustee, attorney in fact) For SD%Me WE11/ /NL"Vk (Name of party on behalf of whom instrument was executed) Personally Known ✓ or produced the following type of ID: _ 1S 444 %,"' _ o°"" tt ANGELA R E�LSfiTH T""MV COMMISSION Y DDa24619 (pridied Name o Notary Public) (Signattuie of Notary Public) '�d�P r:%PIRFS: sap ember 21, 2alx IJIt6}n., FI, Nuary Di,wuelNmCo. Under penalties of perjury, I declare that I have read the foregoing and that the facts in it are true to a �cs o my ow ge and belief (section 92.525. Florida Statutes). Signature(s) of Owner(s) or Owner(s)' Authorized Officer/Director/Partner/ n(Manag 7er who signed above: 1 By: cX By a WV M•4 'a (f J� I rY R­ sr3a2W7WR d1*) ` STATE Of FLORIDA ST. LUCIE "COUNTY THIS IS TO CERT I FY THAT THIS IS A TRUE AND CORRECT COPY Of THE ORIGINAL. 1, d018f P6 f SN!ITI ALE1K By: 1i :. 6 /CDr� 5e-,/4i,v,2 Vr"ld 0/c/ / /e/re FG. Florida Building Code Online �- - Page 1 of 2 "'; BCIS Home Log In User Registration Hot Topics Submit Surcharge I Stats & Facts Product Approval d aea i USER: Public User fnlr � ��Illl t Publications FBC Staff , BCIS Site Map Links I Search Product Approval Menu > Product or Application Search > A licatio Lis AppliG ti Det 'I L� FLl + 58 Application Type New 0i^J'"L Code Version 2007 Application Status Approved OP Iirar ffZ' : 1r Comments Archived ❑ Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Town and Country Industries, 400 West McNab Road Ft. Lauderdale, FL 33309 (954)493-8551 tomj@tc-alum.com Vivian Wright rickw@rwbldgconsultants.com Shutters Storm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report - Hardcopy Received Wendell W. Haney, P.E. PE-54158 National Accreditation and Management Institute 12/31/2011 L.F. Schmidt, P.E. R] Validation Checklist - Hardcopy Received FL11358 RO COI CERT OF INDEPENDENCE.odf Standard ASTM E1886 / E1996 ASTM E330 Year 2002 2002 http://www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvIL5K 15 S Wld5... 8/9/2011 Florida Building Code Online Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 09/10/2008 09/10/2008 09/17/2008 10/14/2008 Summary of Products FL # IlModel, Number or Name IlDescription 11358.1 11A. Aluminum Storm Panel .050" Aluminum Non -Porous Storm Panels Limits of Use Installation Instructions Approved for use in HVHZ: No FL11358 RO II INST 11358.1.rldf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone FL11358 RO AE EVAL 11358.1.pdf 4" (basic wind speed > 140 mph) and Missile Level "D" Created by Independent Third Party: Yes as defined in ASTM E1996-02. See INST 11358.1 for specific Design Pressure Ratings by size, additional use limitations and installation instructions. 11358.2 B. Aluminum Hinged Storm Panel .050" Aluminum Non -Porous Hinged Storm Panel Limits of Use Installation Instructions Approved for use in HVHZ: No FL11358 RO IIINST 10358.2.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Shutter meets requirements for "Wind Zone FL11358 RO AE EVAL 11358.2.pdf 4" (basic wind speed > 140 mph) and Missile Level "D" Created by Independent Third Party: Yes defined in ASTM E1996-02. See INST 11151.2 for ,as specific Design Pressure Ratings by size, additional use limitations and installation instructions. Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: EChecV: M YerlSlgn ~ Tr"t d http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvIL5Kl 5 S Wld5... 8/9/2011 S�tv �e✓'S R W R W Building Consultants, Inc. Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33395 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Report No.: Date: Product Category: .Product Evaluation Report FL-i 1358.1 September 10, 2008 Shutters Product sub -category: Storm Panels Product Name-. {} 50 ;aluminum Non-t'orous SY0., n_Pa el 3 Manufacturer: Town & Country Industries, Inc. 400 West McNab Road Fort Lauderdale, FL 33309 Phone 954.970.9999 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Town & Country Industries, Inc. based on Rule Chapter No. 9B-72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs -Florida Building Commission. PF 1402 RW Building Consultants and Wendell W. Haney, P.E. do 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 Florida Building Code (2007 Edition) See Drawing No. FL-11358.1 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell ne , P.E. FL No. 1 1 September 10, 2008 Sheet I of 3 Limitations 1. This system has been tested and evaluated as a large missile impact protective system in accordance with the requirements of the Florida Building Code, 2007 Edition, for use excluding the High Velocity Hurricane Zone. This product meets Missile Level "D" and includes Wind Zone 4 as defined in ASTM E1996. 2. No 33-1/3% increase in allowable stress has been used in the design of this product. Anchors into wood were designed with 1.6 load duration. 3. Positive and negative design pressures to be used with these drawings shall be determined. by others for specific jobs in accordance with the local governing code. 4. The system detailed herein is generic and does not provide information for a specific site. The details herein cover connection to wood, concrete and CMU substrates. If site conditions deviate from the conditions detailed herein, a licensed engineer or registered architect shall prepare site specific documents to be used in conjunction with this document. 5. Product markings shall be rolled into each panel with spacing in between marking no greater than 24" and shall be labeled as follows: Town & Country Industries Ft. Lauderdale, FL ASTM Missile Level D 6. Aluminum stone panels shall be 5052-H32 or 3004-H34 aluminum alloy, tested thickness 0,0495". 7. All extrusions shall be 6063-T6 aluminum alloy, unless noted otherwise. All tolerances shall be in accordance with ADM 2005. 8. All bolts & washers shall be zinc coated steel, galvanized steel, stainless steel, or 2024-T4 aluminum alloy with a minimum tensile yield strength of 33 Ksi. 9. Permit holder shall verify the adequacy of the existing structure to withstand new superimposed loads. 10. Storm panels have been designed and tested to the maximum spans and loads shown on these drawings. 1 t . Top & bottom details shown may be interchanged as field conditions dictate. Panels may be mounted horizontally where applicable. 12. Panels may be mounted in reverse direction (i.e. interior side of opening). For reverse . mounted applications, use the positive design pressures shown in Table I for both positive and negative design pressures. 13. Panel attachment to mounting hardware using washered wingnut or direct mount anchors are at 12" on center. 14. Storm panel connection to mounting hardware extrusions at 12" O.C. maximum. Wendell WI-fan6y, P.E. FL No. `,1158 Septefnber I , 2008 PF ? 402 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-1 1358.1 prepared by R W Building Consultants, Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E, 13 "Tests 1. Testing per ASTM E330-02 as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 07-01190258.1 signed by Wendell W. Haney, P.E. 2. Testing per ASTM El996/1886-02, Missile Level D, Wind Gone 4, as performed by Testing Evaluation Laboratories, Inc. and reported in test report TEL 07- 01190258.1, signed by Wendell W. Haney, P.E. C Calculations l . Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report TEL 07-01190258.1 and verified by calculations prepared, signed and sealed by Wendell W. Haney, P.E. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. D Other Certificate of Participation issued by National Accreditation and Management Institute, certifying that Town & Country Industries, Inc. is manufacturing products within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. °Wendell I an , P.E. FL No. 54 3,&, September 10, 2008 Pr 1402 Sheet 3 of 3 Y 1 . . INDUSTRIES Who"esaieAfun��r� t mYand Building Products 400 WEST McNAO ROAD FORT LAODERDALE, FL 33309 050" ALUMINUM STORM PANEL General Notes: 1. sifilss m ffffs been tested and evaluated as a large missile impact protective system in accordance with the requirements of the Florida Bullding Code for use mot rig the High Velocity Hurricane Zarto. This product moots missile level "D" and incit= Wind Zone 4 as defined In ASTM E1996, 2. No 33-113 % increase In allowable stress has been used !n Ore design of this erodycl. Anchors into wood were designed with 1.6 load duration, 3. sitive and nogat ve deslgr presstues to be used with these drawings shelf be detemtfned byy others for specific jobs in accordance with the focal governing code. 4. The- dafalted herein Is generic and does not provide informagan for a epee' site. The detais herein cover connection fo wood concrete and CMU substrates. If site conditions deviate from fhe conditions detailed herein, a licensed engineer or registers architect shay prepare site specific documents to be used in conJunctfon with this Eleptment S. Product markings shall be rolled into each panel with spacing in between marling no greater than 24' and shall be Labeled as follows: Town & Country trrtfustries Ft Leudardale, FL ASTM Missile Level D 6. Aluminum storm panels shaft be 5052-1-132 or 3004-1-134 aluminum alioy, tested thickness 0.0495". 7. All extrusions shall ba 6063-TO aluminum alloy, unless noted otherwise. All tolerances shaft be In accordance with ADM 2005. 8. All bolts & washers shaft be zero coated steel, galvanized steel, stainless steel, or 2024-T4 aluminum all with a minimum tensile yield strength of 33 Ksi, 9. Permit holder shall verify the adequacy of the existing structure to withstand now superimposed loads. 10.. Storm panels have been designed and tested to the maximum spans and loads shown on these drawings. 11. Top & bottom details shown may be interchanged as field conditions dictate. Panels may be mounted harkontally where applicable. 12. Panels may be mounted In reverse direction (I.e. Interior side of opening), For reverse mounted applications, use the positive design pressures shown in Table f for both positive and negative design pressures. 13. Panel attachment to mounting hardware using washered wingnut or direct mount anchors are at 12' on center. 14. Storm panel connection to mounting hardware extrusions at 12.O.C. maximum. TABLE OF CONTENTS SHEET j DESCRIPTION 7 TYPICAL ELEVATIONS, GEN RAL NOTES 2 BILL OF MATERIALS & COMPONENTS 3 TYPICAL CLOSURE DETAILS 4 TYPICAL C1305S SECTIONS 5 TYPICAL C OSS SECTIONS 6 TYPICAL CROSS SECTIONS 7 " TYPICAL CROSS SECTIONS a TYPICAL CROSS SECTIONS AND INTERIOR FASTENED PANEL 9 ANCHORING SCHEDULE - CONCRETE 10 ANCHORING SCHEDULE - BLOCK 11 SCHEDULE - WOOD TABLE 1- PANEL SPAN ALLOWABLE DESIGN PRESSURES C P l� � ftLLOVirAELE- ` �Q_ESIG StlRE PSF NSF 4>♦k 33.0 -;W35 4j" 8-'r_> 39.2 T41.1 2 45.4 47.1 6 1108 51.6 53.2 0 57.9 59.3 4 64.1 65.4 70.3 71.4 102 76.5 77.5 96 82.7 83.6 90 88.9 89.6 84 95.1 95.7 78 101.4 101.II 72 107.6 107.9 66 113.8 113,9 0 60 120.0 120.0 RE MAX. PANEL SPAN SEE TABLE 1 TYPICAL HORIZONTAL INSTAUATION t DIMENSION UNLIMITED (PERP. TO PANEL SPAN) WIDTH UNLIMITED PERP. TO PANEL SPAN er. oRAw,Rs No, HOIE, 1UP MAY DE S1..7'EO OR RADIUSED 1U MATCH GEOMETRY 6 WL41NI: MCUNI N3 FL-T 7358.1 HARGWARE POST BE ROLL-rORMCD TO THE RADAR, FAT F7DTCHING Or r'id1NTUP HARDWARE ,O ACHIEVE SHAPES IS ALLOVER sMrET 1 ar 17 I ALTERNATE W :ul EXT. SURFACE LABEL LOCATION EXT. SURFACE 1.01' [-- —� 7.07' f- 14.37S- (TOTAL WIDTV O STORM PANEL 0.062 2.250— Q.— -£0. 0.095 — 'e, 0.095 1 Q.Ds — — 0.094 m b M g m � N c 1. 132 2.06- c 0.062 �2 "H" HEADER O3 "U" HEADER 1.17- 1.07' ALTERNATE LABEL UL'F i i0N EXT. SURFACE -8.332' HALF PANEL-1 1 b i� (JBE klHALF STORM PANEL aTE: HALF STU" PANEL CAN ONLY BE USED AS AN END PANEL TO CLOSE THE REHATNING OPENING THAT HAT BE LESS THAN FULL PANEL VIDTH 0.125— — 1/4-2OX3/4 KNURLED STUDS VI WOMUT5 SPACED AT 1B' 0C (DIR ECTION NAY DE REVERSED, 2'. 3-. 4. OR 5' 1 0 3a BUILD -OUT "U" HEADER 04STUD ANGLE SEE NOTE I —1'. a OR 3— 9 9 0.378 r 11 g o 15 1 4-20 H 1 1IP TRUSS HEAD BOLT REQUIRES USE OF KEYHOLE WASHER v 0108— 11 IN DIRECT MOUNT APPLICATIONS — n 0.208 d STUDS V/ HtNGNUTS t�T STUDS 5/ WIN( YS BOLT stu➢$ V! V01( WA SPACE➢ AT 2P• GC m SPACED AT 22' OC 0.006 ORY% NDTES BUILD -OUT "F" TRACK oYP I. ANCHOR HEADS MUST NOTINTERFERE WTMIVSTALLA7ONOF @) TRACK THE PANEL. ANCHORS SHALL NOT BE INSTALLED MORE THAN 3'FROM END OF EKTRUSIONS IFANCHORS MUST BE MOVED TO FACILITATE INSTALLATION OF THE PANEL ANCHOR SCHEDULE REQUIREMENTS SUCH AS CENTERLINE DISTANCES. EMBEDMENT, EDGE DISTANCE. ETC MUST BE MAINTAINED. `12 114-2-0 MACHINE BOLT W NUT 1�3 #14x3/4 TEK/SMS SCREW �mm 14 1 4-20 SIDEWALK BOLT Dw 11 1/41/4-20 SQ./HEX/HEX HEAD BOLT —0.125 ,1 N C 1 1". 2'. S. 4' OR 5- ANGLE 1/4-2nX3/4 KNURLED STUDS V/ VINCOUTS SPACE➢ AT l2. OC (➢IYECT3nN PAY BE REVERSED, 0.091—LIS4 KNURLED 0.091VINGNUrs ncN IY1Y HE REVERSED) MINIMUM ^2- LEG— '$, MINIMUM .632' LEG 4a STUD ANGLE 4b STUD ANGLE SEE NOTE I SEE NOTE 1 11 � o 1/4-20 STUDS V/ P110LT V➢RI (GNUTSTS _ SPACED A7 12' DC OPTIONAL LEG DLRECTIGN 8� "F" ANGLE TRACK SEE NOTE 1 , N 0.069—I o 0.873 yII 0563 J� I1 1n OAS --II— 0.30 'L'J'aC 3 IIY— `LL`Y °'�' 10 KEYHOLE WASHER ( WASHER WINGNUT E0 CA. GALV. STEEL (t=D38') GRADE 40 OR 0.05D• ALUM NON -RECESSED FLAT ALLOY (3004-434) SURFACE TYPE ONLY LE: N.T.S. = e+ AL L BY: WWH WING N0: FL-1 1358.1 u 2 of I ALUM. PJEc ix2 MIN. I 24' OC TRAP MOUNT CLOSURE DETAIL BUILD -OUT MOUNT CLOSURE DETAIL EXISTING STRUCTURE MAX. WALL MOUNT CLOSURE DETAIL ALUM. ANGLE CLOSURE PIECE 132 MIN, TO Ix5 MAX. MIN. THICKNESS 0.0625 FOR STRUCTURE —FASTENERS 2 24' O.C. FOR DESIGN LOAD DP< 90 PSF 4 Hr FOR DESIGN LOAD 90(DP(=120. (SEE HOLLOW BLOCK SUBSTRATE ANCHOR SCHEDULE FOR ACCEPTABLE ANCHORS), . 40- tp 9 14024' OC 11 IS 12 ALTERNATE DETAIL HOLLOW BLOCK CMU SUBSTRATE 11 1J If C 14 9 VPR 24' OC DATE: 9 10 08 12 9 14 @ 24. CC SCW.E. N.T.S. u 1s 4' owc. ar: AL 1 lu MAX. 0.060' ALUMINUM CORNER ANGLE CHK. BY: WWH CORNER ANGLE DETAIL 3004-H34 OR 6061-T5 DRWNG NO.: FL— 11358.1 3HEEi ­L OF 11 Cl CONNECTION TYPE SELECT ANCHOR TYPE & ANCHOR SPACING FROM ANCHOR SCHEDULE m E L v° m Z ' 12 2 12' O.C. TYP. Cl CONNECTION TYPE 13 Cl CONNECTION TYPE SELECT ANCHOR TYPE G! m Z`\ i E SELECT ANCHOR TYPE AND ANCHOR SPACING FRON n 3 &ANCHOR SPACING FROM N c ANCHOR SCHEDULE W po' S N ANCHOR SCHEDULE H U W s{ Q o F EA18. 1 o n m Q._ 2 o Z p Z ap1=• m I a m a7 z p C X w d� W tWj Zm WEi W I '` i �� � +\ 1 W W � B '>• 9 .rim ¢N i ., sue- ' A I v �I ....r. t:':.•x:."ti s�fr..`: =�: �• RW 1 a W N u �V o OPTIONAL LEG DIRECTION toN Cl CONNECTION TYPE W SELECT ANCHOR TYPE GZ & ANCHOR SPACING FROM 1 In ANCHOR SCHEDULE 3- OPTIONAL LEG DIRECTION OA "H" MOUNT SECTION COBUILD-OUT "U" MOUNT SECTION SE CONNECTION TYPE OE "F" TRACK MOUNT SECTION SELECT ANCHOR TYPE O n ¢W & ANCHOR SPACING FROM ANCHOR SCHEDULE U tr 00 a O � OPTIONAL LEG DIRECTION n� a Cl CONNECTION TYPE SELECT ANCHOR TYPE m & ANCHOR SPACING FROM �1T TMI ANCHOR SCHEDULE a a.� a .- N W 1/4-2OX3/4 W KNURLED STUDS SPACED AT 12' BC C5 CONNECTION TYPE SELECT ANCHOR TYPE AND ANCHOR SPACING FROM - ANCHOR SCHEDULE STUD ANGLE WALL MOUNT SECTION t; 7 11 EXISTING a y w '' 0 5 U yt0 F n j 2 STRUCTURE x= w�y 2 6' O.C. OR 12' O.C. v o BUFASTEN T DB NOT EXCEED ANCHOR SCHEDULE SPACING. w Q Cl CONNECTION TYPE TANCHOANCHOR SELECR SPACIR TYPE AND ANCHOR SPACING FROM ANCHOR SCHEDULE OD BUILD -OUT "F°° TRACK SECTION CS CONNECTION TYPE REFERENCE ANCHOR SCHEDULE TYPE & MAXIMUM SPACING. KEYHOLE VASHER REWD FOR TRUSS HEAD BOLT USAGE. OF DIRECT MOUNT SECTION 0 O Z DATE 9 10 OS SCALE: N.T.S. DWG. at. AL CHK. HY: WWH ORAMNG NO: • FL— 11358.1 sHEEf 'T OF H, EXISTING WOOD TRUSS DR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL SG >= 0.55 3 ROWS OF 1/4' LAG SCREVS ± /� vlrM r MI.EnaEDNFxr �� INTO WOOD (SG >= 0.55) 2 24' O.C. MAX I " 4 N 6 G • 11 ITEM k13, 12' MAXIMUM O.C. COINCIDENT WITH Al ROW CL OI CEILING MOUNT/BUILD-OUT SECTION SG >= 0.55 EXISTING WOOD TRUSS OR FRAMING MEMBER SHALL BE PERPENDICULAR TO PANEL SG >= 0.42 3 ROWS OF 1/4' LAG SCREWS 3� WITH 2NIH EMBEDMENT INTO WOOD (SG >= 0.42> B 24' O.C. MAX. _ . -EXISTING STUCCO FIMSH � I�Y N Z � o v ITEM A13, IT. ---( >' i MAXIMUM O.C, g COINCIDENT WITH ANCHOR ROW CL Ia CEILING MOUNT/BUILD-OUT SECTION SG >= 0.42 C3 CONNECTION TYPE SELECT ANCHOR TYPE AND Y ANCHOR SPACING FROM ANCHOR SCHEDULE 1 � O ©REVERSE STUD ANGLE MOUNT SECTION C3 CONNECTION TYPE SELI O"F" ANGLE TRACK MOUNT SECTION M N.T.S. BY.. AL By.- WWH WING NO- FL- 11358. 1 ET 5 OF i i EXISTING v v STRUCTURE 1--EDGE DIST C2 CONNECTION TYPE SELECT ANCHOR TYPE AND ANCHOR SPACING FROM ANCHOR SCHEDULE ANCHOR SPACING NOT To EXCEED 16' O.C. ® TRAP "U" HEADER SECTION c 0 EXISTING STRUCTURE C3 CONNECTION TYPE SELECT ANCHOR TYPE AND ANCHOR SPACING FROM ANCHOR SCHEDULE O TRAP STUD ANGLE SECTION Cl CONNECTION TYPE SELECT ANCHOR SPACING AND ANCHOR TYPE FROM ANCHOR SCHEDULE I 12, OC EXISTING STRUCTURE EMBED—, 12 73 AT 12' G.C. MAX. OPTIONAL LEG DIRECTION C4 CONNECTION TYPE SELECT ANCHOR SPACING AND ANCHOR TYPE FROM ANCHOR SCHEDULE C REVERSE "F" ANGLE TRACK MOUNT SECTION AUXILLIARY VIEW 0 Q C3 CONNECTION TYPE z SELECT ANCHDR TYPE ANCHOR SPACING FROM ANCHOR SCHEDULE a^ ? Bz z F.cn z ow Z c O o LIP-1 = q E K LLu EXISTING V V O z y W 00 OREVERSE STUD ANGLE FLUSH MOUNT ~ �z SECTION (SIDE VIEW) � USE ANY ANCHOR FROM ry Try_ ANCHOR SCHEDULE 0 U O AUXILLIARY VIEW 77 (TOP VIEW) REVERSE STUD ANGLE FLUSH MOUNT SECTION LE: N. T. S. 7- BY: AL BY: WWH WING ND.: FL-11358.1 Er 6 OF 11 STRUCTURAL HACKING SYSTEM WOOD FRAME, AIR GAP SG )= GA2 1/4' LAG SCREW WITH 2S' MIN EMBEDMENT INTO WOOD (SG >- DS5) a IV MC. NO. EMBEDKENT EXCLQDES PLYYDDD L SHEATHING 5/16- LAG SCREW WITH 3' HIM. EMBEDMENT IN -To WOOD (SG )- 0.42) a 16' D.C. MAX. EMBEDMENT EXCLUDES PLYWOOD N SHEATHING �o I EMS. ^ a < N � 0 4n o ag 1 ao Sn , BRICK VENEER 6' MATT. ASTM E62 INCLUDING AIR GAP, EMS. MUST BE m MAINTAINED © "U" HEADER BUILD -OUT THROUGH VENEER OVER STRUCTURAL BASE SECTION ' 1/4' LAG SCREW WITH 25' MIN. EMBEDMENT AIR GAP STRUCTURAL INTO WOOD (SG » 0.95) a IV = MAX. EMBEDMENT EXCLUDES PLYWOOD L SHEATHING BACKING SYSTEM WOOD FRAME 4n 5/16'WITH LAG K B WITH 3' MIN. INTD VEND G >- 0.42) a a. O.C. HEA P EMBEDMENT EXCLUDES PLYVOO➢ 6 SHEATHING, EX U PLYWOOD �- 40 s 'sl vl`i o tan a EMS. ^ a I1 1l4-20X3/4 KNURLED ' c STUDS SPACED AT 12' OC ELCO WAS PANEL ANCHOR --'-"--I I SEE SPECIFIC ANCHORING REQUIREMENTS NOTED ABOVF OPTIONAL LEG DIRECTION ITHLAGSC6"MAX.WITH 3' M[N EMBEDMENT INCL AIR GAP, INTO VDOD CSG )= 0.4R� a 16. OC. MAK EMB.MUST BE r5,16' 1/4' LAG SCREV MAINTAIN ED INTH 2S' MIN. EMBEDMENT INTO VNN➢ (SG )= 0.55) a 16. Or- MAIL B BRICK VENEER 6" MAX. m - - ASTM C62 INCLUDING AIR. GAP, EMS. MUST BE MAIMAINED In ! ®a STUD ANGLE THROUGH VENEER OVER STRUCTURAL BASE SECTION OPTIONAL LEG DIRECTION v4' LAG SCREW WITH 2.5' MIN EMBEDMENT INTO VIMD (SG >- DSS) a 16' O.C. MAX. 5/16' LAG SCREW WITH 2S' MIN EMBEDMENT INTO WOOD (SG )= DA2) a 16' 111 MAX. 6' MAX. I INCL. AIR GAP, EMMAS. BE 1 3 . INTAINEO 6 a� o 0 1 Sn P.RAPAIR GAPSTRUCTURAL Z VITk 2.SIMINTEMBEfWENF 1/4• LAG SCREW HACKING SYSTEM _. BRICK VEP.'`ERltamt mein (sGgr. ass) e..16 "a[, STRUCTURAL WITH 25' MIN EMBEDMENT WOOD FRAME A$TM C6 5/'1^6�-SLAG'b'CRE BACKING SYSTEM BRICK7VENEERINTD WOOD (SG >= 055) 2 16. 6C. MAX, SG >= 0.42 WITH 25MIN. EMBEDMEWODD FRAME 5/16- LAG SCREW - - INTO WOOD (Su >= 0.42) a 16' OL. SG >= 0.42 WITH 2S' 141E EMBEDMENT INTO Y®➢ CM >= DA2) a 16. O.G MAX DIRECT SF VENEER OVERSTRUCTURAL— BUILD-OUT "F" TRACK THROUGH VENEER OVER ECTION_ STRUCTURAL BASE SECTION SCALE: N.T.S. DWG. BY: AL CHIC. BY: WWH DRAWING ND.: FL— 11358.1 SHEET _L OF 11 LONG HANDLE 'ACHED TO PANEL PUNCH 1/2'x1' HOLES IN ADJACENT PANELS TO RECEIVE THIS BOLT W/PM NUT, PLACE PANEL OVER EACH ADJACENT PANEL AND FASTEN WASHER WINGNUTS FROM THE INTERIOR SIDE. �O 0 5'x2'xl/B' ANGLE. 1/4-20x1' MACHINE SCREW STUD W/WASHERED WINGNUT R 12' OC (CONNECTS TO ADJACENT PANEL). 1/4-202/4 KNURLED STUDS SPACED AT 12' DC II a' �Q r �w f0 Cl CONNECTION TYPE SELECT ANCHOR TYPE AND ANCHOR SPACING FROM ANCHOR SCHEDULE INTERIOR FASTENING ANGLE ASSEMBLY THESE DETAILS DEPICT THE CONNECTION OF ANY PANEL FOR AN OPENING WITH PANELS INSTALLED FROM INSIDE. USE OF THESE DETAILS SHALL BE IN CONJUNCTION WITH AN "H" HEADER OR "U" HEADER TOP MOUNT. REMOVEABLE PANELS MAY BE MORE THAN ONE PANEL WIDE IN AN OPENING. CON T. WOOD FRAMING REQUIRED TO DESIGNED BY ENGINEER OR ARCHITECT OF RECORD FOR THE SPECIFIC PROJECT. SPECIFIC GRAVITY OF THE WOOD FRAMING MEMBERS USED MUST MEET THE MIN, FOR THE PARTICULAR W110D ANCHOR SCHEDULE TABLE USED (Sr - 0.42 0R SG = 0.55). 11 CONNECTION SE "' SELECT ANCHOR TYPE EMB. 6 ANCHOR SPACING FROM ANCHOR SCHEDULE zr w y )+ M 2-I/2'xl-1/4' o WIDE NOTCH (TYP. BOTH SI➢ES). SO"U" HEADER BUILD -OUT MOUNT SECTION � ¢ Z C2 CONNECTION TYPE '¢ USE 1/4' WOOD LAG SCR EV OR C W 1/4' ELCO-MALE/FEMALE PANELMATE REFERENCE ANCHOR (n ¢Z SCHEDULE FOR MAX. SPACING. J �� ®CEILING " U" HEADER MOUNT SECTION o� � O O O p R EXISTING 2X4 WORD (2 ROWS SPACED AT 16'13C MAX.) OATS 9 10/0$ STUDS SPACED AT SCREWSGWITTHTI.8B'I , WOOD MAXIMUM 16'OC MIN. ALE N. T. S. SG = .42 EMBEDMENT INTO WOOD (SG> = .42) DWG.B4: AL CSTUD ANGLE BUILD -OUT MOUNT CHK. B. WWH SECTION INTO STUD WALL DRAWING FL— 11358.1 SHEET $ OF 11 ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS z ^ ANCHOR TYPE SHORTER EDGE DISTANCES LONGER EDGE DISTANCES u LOAL PSF MAX SPANS UP TO 60 (SEE NOTE 11 SPANS UP TO 1W (SEE NOTE 1} SPANS UP70191" (SEE NOTE 1) SPANS UP TO 6T (SEE NOTE l) SPANS UP TO 108• (SEE NOTE 1) SPANSUPTOIM" (SEE NOTE 1) E m rn (SEE NOTE 1) CONNECTION TYPE C1 C2 C3 C4 CS CONNECTION TYPE C1 C2 C3 C4 C5 CONNECTION TYPE Ct C2 C3 C4 C5 " 5 CONNECTION TYPE C1 C2 C3 C4 C5 CONNECTION TYPE Cl C21 C31 C4 M5 CONNECTION TYPE Cl C2 C3 C4 C5 Vve ("ewsarESNAY.Aar1 E.-1:S FC w 3F§3 P51 o n 33 16116116116 16 16 16 131 13 16 15 15 101 9 1 16 L w 161161 161 16 16 16 161 161131 16 16 16112 1 10 76 4B 16 16116116 16 16 12 9 1 8 16 10 10 7 6 1 16 16 16 161 16 16 16 15 11 9 1 16 11 13 8 7 16 62 16 15113112 16 12 9 7 6 16 8 8 5 5 16 16 16 15 13 16 13 12 8 7 16 8 10 6 5 16 76 16 .12 10 10 16 10 8 6 5 16 6 6 4 4 14 16 15 12 10 16 10 9 7 5 16 7 8 5 4 15 16 10 9 8 16 8 6 5 4 16 5 5 3 3 12 16 13 10 8 16 9 8 5 4 16 5 7 4 3 12 105 15 9 7 7 16 7 5 4 4 14 4 4 3 3 10 16 11 9 7 16 7 7 5 4 14 5 6 3 3 10 120 13 8 6 6 16 6 5 3 3 12 4 4 9 14 9 8 6 16 6 6 4 3 12 4 5 3 9 �q•�q ELCO TAfOtd ;H.Eao sHAPFs narvrzr En .. sss• k=nw� a' m w 33 16 16 16116 16 16- 16 14 11 16 13 16 10 8 16 ., 16 16 16 16 16 16 16 15 11 16 13 16 11 6 16 48 16 16 16113 16 141141 9 7 16 9 13 7 5 16 16 16116 13 16 14 16 10 7 16 9 15 8 5 16 62 % 16 13 10 16 11 ill 7 5 16 7 10 5 4 15 16 16 15 10 16 11 12 8 5 16 7 11 6 4 15 76 16 14 11 B 16 8 9 6 4 16 5 S 4 12 16 15 12 8 16 9 10 6 4 16 5 9 5 12 90 15 11 9 7 16 7 7 5 4 13 4 6 10. 15 13 10 7 16 7 8 5 4 14 4 6 4 10 105 13 10 B 6 16 6 6 4 11 4 5 8 13 11 8 6 16 6 7 4 12 4 6 9 12D 14 8 7 5 16 5 5 10 5 7 ll 9 7 5 16 5 6 4 10 6 7 :(q•PELD)Hp1E/EB143E "PAPF_HATE' E"=vs cE-s.a Fonslso PST 0 a W 33 16 16 16 16 16 16 16 16 14 16 16 16 13 10 16 �, �' 16 16 16 16 16 16 16 16 14 16 16 16 15 10 16 48 16 16 16 16 16 16 16 12 9 16 11 15 9 7 16 16 16 16 16 16 16 16 14 9 16 11 16 10 7 16 62 16 16 16 13 16 14 13 9 7 16 9 12 7 5 16' 16 16 16 13 16 14 16 10 7 16 9 15 B 5 16 76 16 16 14 11 16 11 11 7 6 16 7 9 5 4 15 16 16 15 11 16 11 13 8 6 16 7 12 6 4 16 90 16 14 11 9 16 9 9 6 5 16 6 8 4 3 13 16 16 13 9 16 9 11 7 5 16 6 10 5 3 13 105 16 12 10 8 16 8 8 5 4 15 5 7 4 3 11 16 14 11 8 16 8 9 6 4 15 5 8 4 3 11 120 15 10 8 7 16 7 7 4 3 13 4 6 3 10 15 12 10 7 16 7 8 5 3 13 4 7 4 10 O33 0 ugro rrW •suaNvs_sc K 3V O =J.O F` 0 w 16 16 16 16. 16 16 16 16 16 i6 16 16 13112116 .E, ��•' 16 16 16 16 16 16 16 16 16 16 16116 14 12 76 48 16 16 16 16 16 16 16 12 11 16 13 14 9 8 16 16 16 16 % 16 16 16 13 11 16 13 15 9 8 16 62 16 16 16 16 16 16 13 9 8 16 101111 7 6 16 16 16 16 16 16 16 13 10 9 16 10 11 7 6 16 76 16 16 14 13 16 13 10 7 7 16 8 9 5S 16 16 16 14 13 16 13 11 8 7 16 8 9 6 5 16 90 16114112 11 16 11 9 6 6 16 7 7 5 4 15 16 14 12 11 16 11 9 6 6 16 7 B 5 4 16 105116 12 10 9 16 9 7 5 5 16 6 6 4 3 13 16 12 10 9 16 9 8 5 5 16 6 7 4 4 13 12011611019 6 16 8 6 5 4 15 5. 5 3 3 11 16 11 9 8 16 6 7 5 4 16 5 6 3 3 12 gp"'e my rexoN xE 1HFAD SHAPES Durvu. Fc=nUP a n w 33 16 16 16 16 16 16 16 16 16 16 16 16 16 13 16 0 16 16 16116 16 16 16 16 16 16 16 16 16 14 16 48 16 16 16 16 16 16 16 15 11 16 14 16 11 8 16 16 16 16116 16 16 16 16 13 16 15 16 14 9 16 62 16 16 16 16 16 16 16 12 9 16 10 16 9 6 16 16 16 16116 16 16 16 14 10 16 12 16 11 7 16 76 16 16 16113 16 14 14 10 7 16 B 113 7 5 16 16 16 16 15 16 15 16 11 8 16 9 16 B 6 16 90 16 16 15 11 16 11 12 8 6 16 7 11 6 16 16 16 16 12 16 13 15 10 7 16 8 14 7 5 16 105 16 16 13 9 16 10 10 7 5 16 6 9 5 14 16 16 15 10 16 11113 8 6 16 7 12 6 15 120 16 14 11 8 16 8 1 9 6 16 6 8 12 16 16 13 9 16 9 11 7 5 16 6 10 S 13 A11 °O1NT5 !/co Sam sEr Ew=ae�r n=r Fc _ )�y1 P5i — n w 33 16 16 15 13 16 14116 8 1 7 16 9 16 6 5 16 w 16 16 16 16 16 16 16 14 9 116111 16 10 7 16 48 16 16 10 9 16 9 115 5 1 5 116 6 14 4 1 3 1 13 16 16 16 12 16 12 15 9 6 1161 8 14 7 5 16 62 15 16 8 7 16 7 11 4 4 14 4 19 3 3 10 16 16 13 9 16 9 11 7 b 16 6 11 5 3 13 76 12 14 6 6 16 6 9 3 3 11 3 9 8 16 14 11 7 16 8 9 6 4 3 11 90 10 12 5 5 16 5 S 3 9 3 7 7 13 12 9 6 16 6 8 5 3 9 105 9 10 4 4 14 4 6 8 6 6 11 10 8 5 16 5 6 4 M03 3 8 120 8 9 4 3 13 3 6 7 5 5 10 9 7 4 16 5 6 3 7 1� N m Fl o Fl �\m = Fl W W �um 2_ g N>q o\yW o MASONRY ANCHOR SCHEDULE NOTES ° 0 o t o •�!+ m 1. SPANS AND LOADS SHOWN HERE ARE FOR DETERMINING ANCHOR. a m a a m u SPACING ONLY. ALLOWABLE STORM PANEL SPANS FOR SPECIFIC LOADS o m �3 MUST BE LIMITED TO THOSE SHOWN IN TABLE 1. E p, 0 2. SEE MOUNTING SECTION DETAILS FOR IDENTIFICATION OF o CONNECTION TYPE 3. TO USE THE ANCHOR SCHEDULE, FIRST DETERMINE THE DESIGN PRESSURE, SPAN AND CONNECTION TYPE FOR THE SPECIFIC OPENING BEING PROTECTED. ENTER ANCHOR SCHEDULE AT A LOAD EQUAL TO OR GREATER THAN THE REQUIREMENT AND A SPAN EQUAL TO OR to —wi GREATER THAN THE REQUIRMENT; USE THE ANCHOR SPACING LISTED FOR THE SPECIFIC CONNECTION TYPE AND ANCHOR SELECTED. O'o Z 4. LINEAR INTERPOLATION IS ALLOWED FOR INTERMEDIATE SPANS N U J AND LOADS. Z O S. EXISTING STRUCTURE MAY BE CONCRETE, HOLLOW BLOCK. OR WOOD FRAMING. REFER TO ANCHOR SCHEDULE FOR PROPER ANCHOR � TYPE BASED ON TYPE OF EXISTING STRUCTURE o O 6. ANCHORS STALL BE INSTALLED IN ACCORDANCE WITH THE ANCHOR I MANUFACTURER'S RECOMMENDATIONS, a D_ m 7. MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDES. WALL FINISH OR STUCCO. 8. WASHERED WINGNUTS AND NUTS SHALL BE INSTALLED SUCH THAT THE NUT IS FLUSH WITH THE THREADED STUD OR BOLT, MINIMUM. MACHINE SCREWS SHALL HAVE MINIMUM OF 1/2" ENGAGEMENT OF THREADS IN BASE ANCHOR AND MAY HAVE EITHER A PAN HEAD, TRUSS HEAD, HEX HEAD OR WAFER HEAD (SIDEWALK BOLT), U.O.N. 9. ® DESIGNATES ANCHOR CONDITIONS WHICH ARE NOT ACCEPTABLE USES. 10. ! DESIGNATES REMOVEABLE FASTENERS. 11. 1/4-20 TRUSS HEAD BOLTS MAY BE USED IN LIEU OF 1/4-20 SIDEWALK BOLT IF KEYHOLE WASHERS ARE USED. SCALE* N.T.S. DWG. BY: AL CHK. BY. WWH DRAWING NO, FL-1 1358.1 SHEET 9 OF I FASTENER MAY SPACING ANCHOR �KHEDULE REQD FOR (IN.) VARIOUS DESIGN LOADS AND SPANS___ LONGER EDGE DISTANCE$ TYPE �a�oe� i o a �E mmm©m' ©m©i//�"m�;//� mmm�m �9116eze �®�' iI®�®©� �f.'l7ll;t(i✓(fUlfd- �� ma6i� m©�©il�©//© �' ilil ���' ilmil�i'��' �o©© i/ i/oil. ©0000•aooii m°9li�om�a, mmmmmmmmoomomoom ai mmmmmmmoomomoom e �m®m�m�m��m©��©m mm®°��m©�m©m®©m tP:l.:1:[f aLGa:: ., �'.■1\\\\tltU\\\\:. �i�o:��' �J9iEa mmm©�m©®/,�©�iil� mm��m©�©i/�©�©� - - mnn©omr�©•oi/oi/©i©- n000mor�/o/oi© moo©©m©o �� o�//©�.�o o©©©m©o ��o�/o�/moo mmm �mmm���omo��.om ommmmaa/©moom miimmmi/©moiiom _ mmiimm� ,om©ii©m miinmo nm©©m - ;e 91 sr��� �ze�G �n envoi/i//Dili © ni/omo i/oiii© mm®mom000©m©oo©m mmmmmmmmommmoo� ommoom000©moa©moo mmmmmmmo©moo©om mm000moo©moo©©�/ o mmoomom©o®©oo©m - mnoo©moo/©na© mmnomoon©moo©a me©n©m©©i/m© o in - -moo©m©o©©m©© moo©�o� � ��. �©��/���o a��a�lE� me©om©o©moo©o �m�9 ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS i ANCHOR TYPE LO PS MAX. N5� 1) SPANS UP TO 60° (SEE NOTE I) SPANS UP TO 108' (SEE NOTE 1) - SPANS UP TO 144" (SEE NOTE 1) CONNECTION TYPE C7 C2 C3 C4 C5 CONNECTION TYPE C1 C2 C3 C4 C5 CONNECTION TYPE C1 C2 C3 C4 C5 9'+nEu mCO.veF°� 33 16 16 16 16116 16116 141 15 16 16115 10111 16 48 16 16 16 16 16 16 12 101 10 16 12 10 7 8 16 62 16 16 14 14 16 15 10 7 8 16 9 8 5 6 16 76 16 13 11 12 16 12 8 6 6 16 8 6 4 5 16 c@i�=ioT' 90 16 11 9 10 16 10 6 5 S 16 6 5 4 4 14 105 16 9 8 8 16 9 5 4 4 16 5 4 3 3 12 120 161 8 1 7 7 16 7 5 1 4 4 14 5 4 3 3 10 N_ o A' r urm we �w en=:.ee• a xr 33 16 16116 16 16 16 101 9 14 16 16 8 6 11 16 48 16 12 1 11 16 16 16 7 6 10 16 11 5 4 7 16 62 16 9 1 8 14 16 14 5 4 7 16 9 4 3 5 16 76 i6 7 7 11 16 11 4 3 6 16 7 3 2 4 16 90 16 6 5 9 16 10 3 3 5 16 6 3 2 4 13 105 16 5 5 8 16 8 3 2 4 15 5 2 2 3 11 120 15 4 4 7 16 7 2 2 4 13 4 2 3 10 e R 3` r1n sa�v a=xP 33 16 16 14 16 16116 9 7 1 9 16 10 8 5 6 16 48 16 11 9 11 16111 6 5 1 6 16 7 5 4 4 16 62 16 8 7 8 16 9 5 4 4 16 5 4 3 1 3 12 76 15 7 6 7 16 7 4 3 4 13 - 4 3 2 3 10 g0 12 5 5 6 16 6 3 2 3 11 4 3 2 2 8 105 11 5 4 5 16 5 3 2 2 9 3 2 2 7 120 9 4 3 4 15 4 2 1 2 1 2 8 3 2 6 1I4°0 ""xrP 33 16116 14 16 16 16 9 7 9 16 10 8 5' 6 16 48 62 16 16 11 6 9 7 11 8 16 16 11 9 6 5 6 W4 6 46 16 7 5 5 4 4 3 4 3 116 12 76 15 7 6 7 16 7 4 3 4 13 4 3 2 3 10 90 12 5 1 5 6 16 6 3 2 3 Ill 1 4 3 2 2 B 105 11 5 4 5 16 5 3 2 2 9 3 2 2 7 120 9 4 3 4 15 4 2 2 2 8 3 2 6 EM = MINIMUM EMBEDMENT (PENETRATION) CL = MINIMUM CENTER TO CENTER ANCHOR SPACING ANCHOR SCHEDULE FASTENER MAX. SPACING (IN.) REQ'D FOR VARIOUS DESIGN LOADS AND SPANS zJ LOAC PSF MA% SPANS UP TO 60' (SEE NOTE I) SPANS UP TO 106° (SEE NOTE I) SPANS UP TO 144" (SEE NOTE I) ANCHOR TYPE NOTE CONNECTION TYPE CONNECTION TYPE CONNECTION TYPE 1) C1 CZ C3 C4 C5 C1 C2 C3 C4 C5 C1 C2 C3 C4 C5 33 161 16 16 161 16 161 11 1 9 9 116 11 1 9 1 6 1 7 16 48 16 13 11 121 16 12 8 6 6 16 7 1 6 1 4 1 5 16 62 16 10 8 9 16 9 6 4 5 16 6 1 5 1 3 1 3 13 1/r1: VL SCREw EN. Lm a"xv 76 16 8 7 i 16 7 5 3 4 14 5 1 4 3 10 90 13 7 6 6 16 6 4 3 3 12 4 3 9 105 11 6- 5 5 16 5 3 3 10 3 3 7 120 10 5 4 4 16 5 3 9 3 Z 6 N o ^ O 6 g�,� Vrm tw w , On"xse' 33 16 16 13 9 16 10 11 7 5 16 6 10 5 4 13 48 14 11 9 6 16 6 7 5 3 12 4 7 3 2 9 62 10 9 7 5 1 16 5 5 4 2 9 3 5 3 2 7 76 8 7 5 4 14 4 4 3 2 8 2 4 2 6 p O a"1.m• g0 7 6 4 1 3 112 3 4 2 6 2 3 1 2 5 3 105 6 5 4 3 110 3 3 2 5 2 3 4 120 5 4 3 2 9 2 3 2 5 2 3 33 16 16 13 9 16 10 11 7 5 16 6 1101 5 4 13 48 62 14 10 11 9 9 7 6 5 16 16 6 5 7 5 5 4 3 2 12 9 4 3 7 5 1 3 3 2 2 9 7 urm ss D " 1.Bfi 76 B 7 5 -4 14 4 4 3 2 8 "2 4 2 6 a.xm 90 7 6 4 3 12 3 4 2 6 2 3 2 5 105 6 5 4 3 10 3 3 2 5 2 3 4 12 S5 .4 3 1 21 91 2 3 1 2 5 2 3 EM = MINIMUM EMBEDMENT(PENETRATION) CL = MINIMUM CENTER TO CENTER ANCHOR SPACING W w o 2 U U J En m Of w o n e3 ANCHORING NOTES FOR WOOD SUBSTRATES 1. FOR CONNECTION TYPES "Cl" AND "C4", ANCHORS INSTALLED INTO THE 1.5" FACE OF 2X FRAMING SHALL BE IN THE CENTER OF THE 1.5" FACE (.75" EDGE DISTANCE). ANCHORS SHALL BE A MINIMUM OF 2" FROM ENDS OF 2X FRAMING. 2. FOR CONNECTION TYPES "C2" AND "C3", ANCHORS SHALL BE INSTALLED A MINIMUM OF 1" FROM THE LOADED EDGEOF 2X FRAMING AND A MINIMUM OF 2" FROM THE ENDS OF 2X FRAMING.3. JES FIELD VERIFY THAT ANCHORS ARE INTO ADEQUATE STRUCTURAL WOOD FRAMING MEMBERS AND NOT INTO PLYWOOD, OSB OR OTHER SIMILAR MATERIALS. DATE: 9 10 08 SCALE' N.T.S. 4. FASTENER EMBEDMENT (PENETRATION) EXCLUDES SHEATHING, WALL COVERINGS AND SIMILAR WALL DRESSING MATERIAL DWG. BY. AL S. SPECIFIC GRAVITY SG = 0,551S FOR SOUTHERN YELLOW PINE (SYP) AND SG = 0.421S FOR SPRUCE -PINE -FIR (SPF). CHK, to': WWH FOR INTERMEDIATE VALUES OF SG, LINEAR INTERPOLATION CAN BE USED TO DETERMINE MAXIMUM SPACING OF ANCHORS INTO WOOD. DRANNO NO, FL-11358.1 SHEET 11 OF 11 3 Florida Building Code Online g � 'm WT r s , t Page 1 of 1 asi 4 «rtR.uw..r u.4l.... m 9M .EEM tl .v t.�Y t �m BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats & Facts i Publications FBC Staff BCIS Site Map Links Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List.. ry Search Criteria /{� = ' a +' ,1 Refine Search Code Version 2007 FL# ! I �� 9162 Application Type ALL Product Manufacturer? L� 'Category ALL Subcategory V A. Application Status ALL Compliance Method AL'L ` ,X Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL 'Product Model, Number or Name ALL Product Description ALL iApproved for use in HVHZ ALL Approved for use outside HVHZ ALL !Impact Resistant ALL Design Pressure ALL Other ALL 'Search Results - Applications ........................ ..... .......................................................... F Type Manufacturer Validated By Status FL9,162-R1 �—�-- iii'story Revision B—ui;ders Hardware Inc. Category: Exterior Doors Subcategory: Swinging Exterior Door Assemblies L.F. Schmidt, P.E. (813) 926-6537 Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1624, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug-in Software I Customer Service Survey I Contact Us Product Approval Accepts: j.. F aGfEt. §CL'il2atYA4E`&'$LtCS" mat®d JE nlFt ► http://www.floridabuilding.org/pr/pr_app_lst-aspx 7/11/2011 Florida Building Code Online Page 1 of 4 >'k f Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Builders Hardware Inc. 5615 E. Powhatan Ave Tampa, FL 33610 (800) 966-7753 jngodwin@bhitampa.com Vivian Wright rickw@rwbldgconsultants.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ;chi Evaluation Report - Hardcopy Received Wendell W. Haney PE-54158 Quality Assurance Entity National Accreditation and Management Institute Quality,AssuranceCont'�actExpiration`_,422/3.1/20'11 Validated By L.F-5chmidt, P.E. ;fit Validation Checklist - Hardcopy Received Certificate of Independence FL91.62 R1 COI Certificate of Independence odf Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Standard Year Accepted Engineering Practice 2007 ASTM E1886 / E1996 2002 ASTM E330 2002 TAS 201,202,203 1994 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11 /2011 Florida Building Code Online Page 2 of 4 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Method 1 Option D 03/18/2008 03/30/2008 04/03/2008 05/06/2008 .Summary of Products FL # Model, Number or Name Description r62AIla. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - Inswing / Outswing Configurations (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL91.62 R1 II INST 91.62.1.pdf j Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 j Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.1 for any additional use FL9162 R1 AE EVAL 9162.1..Ddf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.2 b. Fiberglass Door Up to a 3'0 x 6'8 Glazed "Non -Impact" Fiberglass Door j with Sidelite - Inswing / Outswing Configurations (OX or I XO) - Limits of Use Installation Instructions Approved for use in HVHZ: No FL91.62 R1 II INST 91.62.2.DdF i Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 - I Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.2 for any additional use FL91.62 R1 AE EVAL 91.62.2.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars i 9162.3 c. Fiberglass Door Up to a TO x 6'8 Glazed "Non -Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.3.pdf Approved for use outside HVHZ: Yes Impact Resistant: No Verified By: Wendell W. Haney, P.E. 54158 Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.3 for any additional use FL9162 R1 AE EVAL 9162 3 pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.4 d. Fiberglass Door Up to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door - j Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.4.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.4 for any additional use FL9162 R1 AE EVAL 9162.4.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.5 e. Fiberglass Door to a 6'0 x 6'8 Glazed "Non -Impact" Fiberglass Door �F-Ith Sidelites - Inswing / Outswing Configurations XXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.5.odf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: See INST 9162.5 for any additional use FL9162 R1 AE EVAL 9162.5.pdf limitations, installation instructions and product Created by Independent Third Party: Yes particulars 9162.E —71 f. Fiberglass Door Up to a 3'0 x 6'8 Opaque "Impact" Fiberglass Door - Inswing / Outswing Configurations (X) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.6.Ddf http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11/2011 Florida Building Code Online Page 3 of 4 Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile level "D" includes Wind Zone 4 defined FL9162—R1 AE EVAL 9162.6.pdf and as in ASTM E1996. See INST 9162.6 for any additional use Created by Independent Third Party: Yes limitations, installation instructions and product j particulars 9162.7 g. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with Sidelite - Inswing / Outswing Configurations (OX or XO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 Rl II INST 9162 7..pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 111 AE EVAL 9162.7.1)df level "D" and Includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelite must be protected with an Impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.7 for any additional use limitations, installation instructions and product particulars. i 9162.8 h. Fiberglass Door Up to a TO x 6'8 Opaque "Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.8.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports j Other: The opaque fiberglass door panel meets missile FL9162 R1 AE EVAL 9162.8.pdf level "D" and includes Wind Zone 4 as defined in ASTM E1996. The glazed sidelites must be protected with an Created by Independent Third Party: Yes impact resistant covering in compliance with section 1609.1.4 of the FBC. See INST 9162.8 for any additional use limitations, installation instructions and product particulars 9162.9 1. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door - Double Configuration (XX) Inswing / Outswing Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.9.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Design Pressure: N/A Created by Independent Third Party: Yes Evaluation Reports Other: The opaque fiberglass door panels meet missile level "D" and includes Wind Zone 4 defined FL9162 R1 AE EVAL 9162.9.pdf as in ASTM Created by Independent Third Party: Yes i E1996.See INST 9162.9 for any additional use limitations, installation instructions and product j particulars 9162.10 j. Fiberglass Door Up to a 6'0 x 6'8 Opaque "Impact" Fiberglass Door with Sidelites - Inswing / Outswing Configurations (OXXO) Limits of Use Installation Instructions Approved for use in HVHZ: No FL9162 R1 II INST 9162.10.pdf Approved for use outside HVHZ: Yes Verified By: Wendell W. Haney, P.E. 54158 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: The opaque fiberglass door panel meets missile FL9162 Rl AE EVAL 9162.10.pdf level "D" and includes Wind Zone 4 as defined in ASTM Created by Independent Third Party: Yes E1996. The glazed sidelites must be protected with an impact resistant covering in compliance with section 1609.1.4 of the FBC.See INST 9162.10 for any additional use limitations, installation instructions and product particulars Baek F Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 467-1824, Fax (850) 414-8436 © 2000-2010 The State of Florida. All rights reserved. http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsL%2b2sNOQ... 7/11 /2011 Builders Hardware ' nc. 5615 E. POWHATAN AVE TAMPA, FL 33610 PH. (800) 966-7753 GLAZED FIBERGLASS DOOR INSWING/OUTSWING NON -IMPACT GENERAL NOTES 1. This product has been evaluated and is in compliance with the 0 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 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 oreos requiring wind borne debris protection this 1Q product is required to be protected with an impact resistant covering that complies with Section 1609.1.2 of the Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the some as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of this drawing require further engineering analysis by a licensed engineer or registered architect. TABLE OF CONTENTS SHEET # DESCRIPTION 1 TYPICAL ELEVATION, DESIGN PRESSURES & GENERAL NOTES 2 PANEL DETAILS, COMPONENTS & VERTICAL CROSS SECTIONS 3 HORIZONTAL & VERTICAL CROSS SECTIONS 4 VERTICAL CROSS SECTIONS 5 BUCK & FRAME ANCHORING 6 BILL OF MATERIALS, GLAZING DETAILS & COMPONENTS 3 `37.50" MAX. O.A. FRAME WIDTH 0a Z H N oc x �w wx x Ww X O W 0' 5a N � g 1m L OVERALL OVERALL DESIGN PRESSURE SWING FRAME D.L.O. GLASS TYPE POSITIVE NEGATIVE DIMENSION DIMENSION 37.50" 20.50" INSWING X X +60.0 —60.0 81.63" 62.75" OUTSWING p X X G1 � +60.0 —80.0 80.50" 62.75" `y A I FL-3547 I 1 2 8 31 EXTERIOR 5 2 GI 7 34 �� INTERIOR HORIZONTAL CROSS SECTION \,V FIBERGLASS PANEL 35.75" MAX. PANEL WIDTH 4.5" D L r w W Z x< Q N Oi r 1 2 U LOCK BLOCK DETAIL EXTERIOR�jNTERIQg N� z �a Ci � Gio aY 34 9m � �0.960"24 7 —07 17 07 4 sue: N.T.S. 1 HINGE Ec LATCH HINGE &LATCH STILE oxa m: AP STILE EDGE REINFORCEMENT WWH 3 1 VERTICAL CROSS SECTION canx�F xa. 2 FlBERGlA55 PANEL L-3547 9¢c 2 ov 6 a 11A 11 B EXTERIOR 13 A N INTERIOR C 26 R D D / s� HORIZONTAL CROSS SECTION INSWING 3 SHOWN W iX SUB —BUCK SUBSTITUTING 2 4 CONCRET SCREWS FOR SCREWS PER SECTION 4 4 1714.5.4.2 OF THE FLORIDA BUILDING CODE. 1/4" MAX. 1/4" MAX. L �251`TMP' CE SHIM SPACE —{ 25 ��� 11 11A 11A 11 (CK 13 EXIE6l4B ExrERIOR 13 H 2 2s C 23 3 INTERIOR INTERIOR r 7H 0 0- e . WWH HORIZONTAL CROSS SECTION HORIZONTAL CROSS SECTION oxuewo Ho.: a 3 INSWING 3 INSWING FL-3547 d_ sXFir 3 OF 6 �a^ �Na p�Z 2, EXTERIOR 'Z'2 0 w lJ# l INTERIOR i VERTICAL CROSS SECTION 4 INSWING EXTERIOR r 2 _ \ VERTICAL CROSS SECTION 4 INSWING e N •'p:: .. •v.•� m mgo F d. K $gmSEo ; C W - �a^ �o 0 �G FXTERIQ IMERIOR ^ � w v' 3 VERTICAL SECTION INSWING 4 /CROSS CONCRETE SCREWS FORKSCREEWS SUBSTITUTING m c SECTION 1714.6.4.2 OF THE FLORIDA BUILDING CODE. 41 VERTICAL CROSS SECTION ow,wiuo uo.: 4 OUTSWING FL-3547 _ sum 4 oc 6 i ' }�F114IT111TION TYP.•SEE NOTE 1 eA2X BUCK 1 I c! a 2X BUCK ( TYP. HEAD & JAMBS S E n NOTE 2 xg Q W u r �W c nU io o I TYP. INSWING "i o 0 .I1 MASONRY In II T THRESHOLD w o m OPENING ai o OPENING 7 SEE NOTE 2 N TYP. n ' J OUTSWING a "�( THRESHOLD SEE NOTE 2 LOCATIONS LATCH & DEADBOI BUCK ANCHORING FRAME ANCHORING LOCATIONS - SGL DOOR NOTES: 111/4" Elco Tapcon anchoring 2x buck require a minimum 1" clearance to masonry edges, a 1-1/4" minimum W/1X BUCK 1r-9 embedment and a minimum 4" clearance to adjacent leptons. Substitution of equal concrete screws from a INSTALLATION SEE different supplier may have different edge distance and center distance requirements. Tapcon locations at the NOTE #3 7 corners may be adjusted to maintain the minimum edge distance to mortar joints. If Tapcon locations noted as " MAX. ON CENTER" must be adjusted to maintain the minimum edge distance to mortar joints, Additional Tapcons may be required to ensure the maximum on center dimension is not exceeded. 23 23 26 2. 1/4" ITW concrete screws anchoring frame and/or sill require a minimum 2-1/2" clearance to masonry edges, a 1-1/4" minimum embedment and a minimum 3" clearance to adjacent concrete screws. Substitution of equal 23 19 concrete screws from a different supplier may have different edge distance and center distance requirements. W/1X BUCK z W/1X BUCK Tapcon locations at the corners may be adjusted to maintain the minimum edge distance to mortar joints. If "MAX. INSTALLATION R INSTALLATION Tap on locations noted as ON CENTER" must be adjusted to maintain the minimum edge distance to mortar SEE NOTE j(2 SEE NOTE {{3 jonnts, additional Tapcons may be required to ensure the maximum on center dimension is not exceeded.screws. ohchonn frame'j'and/or `sill req e�c-minl imum'2 5/8" clearance tomasonry-edges;-acrews=unless E::_— f otherwiseconcrete HINGE DETAIL STRIK screw manufacturer.-�,._ ;_�^„`^_ PLATEDETAI eap R g=Moz oa�a$ a —t6S FL=3547 $ aF 6 BILL OF MATERIALS ITEM DESCRIPTION MATERIAL YALE CIRRUS 100C PASSAGE LOCK STEEL YALE CIRRUS IOCB PASSAGE LOCK STEEL A KWIKSET TITAN PASSAGE LOCK STEEL BHI #902 PASSAGE LOCK STEEL YALE 820 DEADBOLT STEEL B YALE 83 DEADBOLT STEEL KWIKSET TITAN DEADBOLT STEEL BHI #200 DEADBOLT STEEL C 1 4" MAX. SHIM SPACE H 1 4" X 2-3 4" ELCO TAPCON STEEL J 1 4"" X 3-1 4" ITW TAPCON STEEL K MASONRY — 3.192 PSI MIN. CONCRETE CONFORMING TO ACI 301 OR HOLLOW BLOCK CONFORMING TO ASTM C90 MASONRY L 2X BUCK SG>.55 WOOD M 1X BUCK WOOD N 1 4 X 3-3/4- ITW TAPCON STEEL saTig .1" 4k7X 2 1 4=ITW�TAPCON ---- __ _ —STEEL-1 I ■R-'3/-16ZX..3_1' 4_ITW=-TAPCON-- "'.STEEL _—" 1 HINGE & LATCH STILE EDGE - COMPOSITE 2 HINGE & LATCH STILE REINFORCEMENT WOOD 3 TOP RAIL COMPOSITE 4 BOTTOM RAIL COMPOSITE 5 LOCK BLOCK WOOD 6 DOOR SKIN 0.069" THK. PLAST PRO NANYA F - 11,063 PSI FIBERGLASS 7 FOAM CORE POLYURETHANE 11 POLYFIBER COMPOSITE JAMB POLYFIBER 11A JAMB FINGER —JOINT —PINE WOOD 13 WEATHERSTRIP FOAM 19 #8 X 2-1 2" PFH WOOD SCREW STEEL 23 10 X 3 4� PFH SCREW STEEL 25 10 X 2-1 2" PFH WOOD SCREW STEEL 26 LATCH STRIKE PLATE STEEL 27 DEADBOLT STRIKE PLATE STEEL 28 4" HINGE STEEL 31 TRADITIONAL DOOR GLASS FRAME — HP POLYPROPYLENE ODL POLYMER 34 #8 X 1-1 2" PP H SCREW STEEL 35 PF-1200 I P MERIC FOAM 36 GLAZING COMPOUND — FOR ODL BY ADCO BUTYL 37 SCREW PLUG POLYMER 45 OUTSWING THRESHOLD BY DLP ALUM. WOOD 46 INSWING THRESHOLD BY DLP ALUMINUM 50 DOOR SWEEP �1 GLAZING DETAIL ' 1/�% 2' TF1K. GLASS O p %, POLYFlBER JAMB 4.562"� 4.563' 0 n L /1 OUTSWING THRESHOLD )/A THK. 1/8" TEMPERED GLASS AIR SPACE /8" TEMPERED GLASS �O z(n V 8 a m F02.22"� x 50 DOOR SWEEP o 4.563"� m m N INSWING THRESHOLD er: AP ar: WWH 1 NC NO.: FL-3547 F nr F R W R W Building Consultants, Inc. B Consulting and Engineering Services for the Building Industry C P.O. Box 230 Valrico, FL 33595 Phone 813.659.9197 Facsimile 813.754.9989 Florida Board of Professional Engineers Certificate of Authorization No. 9813 Product Evaluation Report Report No.: FL-9162.1 R1 Date: March 18, 2008 Product Category: Exterior Doors Product sub -category: Swinging Exterior Door Assemblies Product Name: Glazed Fiberglass Single Door 68" Inswing / Outswing "Non -Impact" Manufacturer: Builder's Hardware, Inc. 5615 E. Powhatan Ave. Tampa, FL 33610 Phone 800.966.7753 Facsimile 813.977.5632 Scope: This is a Product Evaluation report issued by R W Building Consultants, Inc. and Wendell W. Haney, P.E. (System ID # 1993) for Builder's Hardware, Inc. based on Rule Chapter No. 9B- 72.070, Method 1 d of the State of Florida Product Approval, Department of Community Affairs - Florida Building Commission. RW Building Consultants and Wendell W. Haney, P.E. do 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 Florida Building Code (2007 Edition) See Drawing No. FL-3547 prepared by R W Building Consultants, Inc. and signed and sealed by Wendell W. Haney, P.E. (FL # 54158) for specific use parameters. Wendell ey, FL No. 4158 March 18, 2008 PF1241 Sheet 1 of Limitations 1. This product has been evaluated and is in compliance with the 2007 Florida Building Code structural requirements excluding the "High Velocity Hurricane Zone". 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 areas 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 2007 Florida Building Code. 4. For 2x stud framing construction, anchoring of these units shall be the same as that shown for 2x buck masonry construction. 5. Site conditions that deviate from the details of drawing FL-3547 require further engineering analysis by a licensed engineer or registered architect. 6. See drawing FL-3547 for size and design pressure limitations. Wendell W n , P.E. FL No. 4158 March 18, 2008 PF1241 Sheet 2 of 3 Supporting Documents A Drawing 1. Drawing No. FL-3547 prepared by R W Building Consultants; Inc. (Florida Board of Professional Engineers Certificate of Authorization No. 9813), signed and sealed by Wendell W. Haney, P.E. B Tests 1. Testing per TAS 202-94 as performed by Testing Evaluation Laboratories, Inc. and reported in test report 07-0223-2, dated March 19, 2007, signed by Wendell W. Haney, P.E. C Calculations 1. Product anchoring for tested specimens is in accordance with manufacturer's published recommendations as substantiated by tested specimens reported in test report 07-0223-2. Additional product anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 2. Buck anchor analysis for loading conditions prepared, signed and sealed by Wendell W. Haney, P.E. 3. Glass load capacity calculations prepared, signed and sealed by Wendell W. Haney, P.E. D Other Certificate of Participation issued by National Accreditation & Management Institute, Inc., certifying that Builder's Hardware, Inc. is manufacturing produces within a quality assurance program that complies with ISO/IEC 17020 and Guide 53. Wendell a e , P.E. FL No. 5415 March 18, 2008 PF1241 Sheet 3 of 3 Florida Building Code Online Page 1 of 4 ROAM WIIRn@AOP community Affairs Dl`gfR'jZ'5] r 1 Jtori y-ltt�°-- fs_ `r')iy�.l,�'�'iy �'.t ra tali `:'3. L✓..-..-� [ .9:J�:f r.�'�.•L?1 BCIS Home I Log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts rPulil cations C Staff BCIS Site Map Links ( Search Product Approval 9 a USER: Public User Product Aooroval Menu > Product or Aoolication Search > Application List > Application Detail FL # FL1435-R7 Application Type Revision f/ Code Version 2007 F Application Status Approved *Approved by DCA. Approvals by DCA shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived ❑ Product Manufacturer PGT Industries Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Authorized Signature Jens Rosowski jrosowski@pgtindustries.com Technical Representative Jens Rosowski Address/Phone/Email 1070 Technology Drive Nokomis, FL 34275 (941)486-0100 Ext21140 jrosowski@pgtindustries.com Quality Assurance Representative Address/Phone/Email -,-) Category Windows Subcategory Single Hung Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Steven M. Urich, PE L=1] Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard Year AAMA 1302.5 1976 AAMA/WDMA/CSA 101/IS2/A440 2005 AAMA/WDMA/CSA 101/IS2/A440 2008 ANSI/AAMA/NWWDA 101/I.S.2 1997 ANSI/AAMA/WDMA 101/I.S.2/NAFS 2002 ASTM E-1886/1996 2005 ASTM E-1886/1996 2002 ASTM E-330 2002 ASTM E283 2004 Equivalence of Product Standards http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel2ODu... 8/9/2011 Florida Building Code Online Page 2 of 4 Certified By Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Licensed Professional Engineer or Architect FL1435 R7 Equiv Cert of Equiv AAMA101-2005 To 2008.pdf FL1435 R7 Equiv SH500 comp 02-04 1886.pdf Method 1 Option A 09/02/2010 05/02/2011 05/03/2011 Summary of Products FL # Model, Number or Name IDescription 1435.1 SH - 400 jVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC 190-777.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 01/21/2015 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH 400 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, PE 58705 Created by,Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eva[-SH 400.pdf Created by Independent Third Party: No 1435.2 SH - 500 WinGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC 190-231CAR.pdf Approved for use outside HVHZ: Yes FL1435 R7 C CAC 190-477CAR.pdf Impact Resistant: Yes Quality Assurance Contract Expiration Date Design Pressure: N/A 08/27/2012 Other: Please see the Installation Instructions for Installation Instructions Design Pressures and size restrictions. FL1435 R7 II SH 500 FPA.pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 500.pdf Created by Independent Third Party: No 1435.3 jWinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC SH-600 Certification.odf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 03/24/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH 600 FPA.odf Design Pressures and size restrictions. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 600.pdf Created by Independent Third Party: No 1435.4 SH - 700 WinGuard Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC SH-700 Certification.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: Yes 02/05/2014 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH 700 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 700.pdf Created by Independent Third Party: No 1435.5 ISH - 800 WinGuard Multistory Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No 71 FL1435 R7 C CAC SH-800 Certification. odf http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsbCUITKel2ODu... 8/9/2011 Florida Building Code Online Page 3 of 4 I Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 09/07/2011 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH-800 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 800.pdf Created by Independent Third Party: No 1435.E SH-2100 Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC SH-2100 Certifications.Pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 01/24/2012 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH 2100 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 2100.pdf Created by Independent Third Party: No 1435.7 IVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC SH-2200 Certifications.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 10/21/2013 Design Pressure: N/A Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH 2200 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, P.E. 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 2200.pdf Created by Independent Third Party: No 1435.8 SH-4000 Pass-Thru Aluminum Single Hung Pass-Thru Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC 190-198CAR.pdf Approved for use outside HVHZ: Yes FL1435 R7 C CAC 190-199CAR.pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/19/2012 Other: This product was not tested for water infiltration. Installation Instructions Please see the Installation Instructions for Design FL1435 R7 II SH 4000PT FPA.pdf Pressures and size restrictions. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 4000PT.pdf Created by Independent Third Party: No 1435.9 SH-4000/4001 Aluminum Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC SH-4000-4001 Certifications.pdf Quality Assurance Contract Expiration Date Approved for use outside HVHZ: Yes Impact Resistant: No 02/16/2013 Design Pressure: +55/-55 Installation Instructions Other: Please see the Installation Instructions for FL1435 R7 II SH-4000-4001 FPA.pdf Design Pressures and size restrictions. Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 4000-4001.pdf Created by Independent Third Party: No Back Next Department of Community Affairs Florida Building Code Online Codes and Standards 2555 Shumard Oak Boulevard Tallahassee, Florida 32399-2100 (850) 487-1824, Fax (850) 414-8436 cg) 2000-2010 The State of Florida. All rights reserved. Privacy Statement I Copyright Statement I Accessibility Statement I Plug -In Software I Customer Service Survey I Contact Us Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel2ODu... 8/9/2011 Florida Building Code Online Page 4 of 4 0 Fv—SI] eCFi M SCCUFIL 1i liY121Cti Yerlslgn ^ -- 7ruoted Y: RIFTi http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?p aram=wGEVXQwtD qsb CUITKel20Du... 8/9/2011 1070Technology Dr. N. Venice, FL34275 Tel.941-480-1600 ® pgtindustries.com Product Evaluation Report Date: April 28, 2011 Product Description: Single Hung, Series 400 ,FIoriiiaFPioduct Approual'f�;1-�_,� Manufacturer: PGTindustries 1070 Technology Dr. North Venice, FL 34275 (941)486-0100 Statement of Compliance: The product listed in this evaluation report, meets the requirements of the Florida Product Approval Rule, 9N-3. This product complies with the requirements of the 2007 Florida •Building Code. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Drawing # : 1032511JR Test Report(s): FTL-6410 FTL-6412 Installation: Units to be installed as per the attached installation drawings. Limits of Use: 1. Maximum Design Pressures and sizes to be as listed in the test report, unless attached documentation shows lower DP's or smaller sizes. 2. This product is not Impact Resistant and requires shutters in windborne debris regions. 3. This product is not for use in the High Velocity Hurricane Zone (HVHZ). Certification of independence: A. Lynn Miller, P.E. is employed by PGT Industries, and therefore has a 4 VYNN �''�;�N�,�cENs t4o.58705 b • g R► • LIJSTA OF T�S. �tOR10P.•�G?. `910N& � A. Lynn Miller, P.E. P.E. # 58705 FL Cert. of Auth. #29296 financial interest in the company or any company manufacturing or distributing products for which this report is being issued, but does not, nor will aquire a financial interest in any other entity involved in the approval process of this product. Document Title: Structural Performance Doc No: FRM B1-02 Rev No: 6 Page: 1 Of: 1 YSToNkl fNCg Certification pC.`61C.'. `IT[CAY'{ONr6. GWaR'M:1daC��i+i lat�l:w^..IXI:f .wJ Authorization Report Required By: PRO B1-03 CAR & Product ID Number: 190 - 777.0 Issue Date: 2/4/2011 Revision Date: 2/4/2011 Expiration Date: C1/21/2D1;5 Company Code: 190 This Certification Authorization Report (CAR) is issued by Keystone Certifications, Inc. (KCI) after full validation review of the product qualification documents for the product named below. This report is only valid when signed by an officer of KCI, and indicates the product as manufactured by the company named below has been tested and meets the requirements of the referenced standard and is eligible for the application of Keystone Certification Program certification labels. Licensee stipulates in affixing certification labels to products, that those products are representative of the specimen evaluated and documented for certification authorization. Only products bearing such a certification label shall be considered certified. The information in this report can be verified at www.keystonecerts.com. Licensee Information: Product Information: PGT Industries Model: SH-400 PVC Fin/Flange Frame Single Hung 1070 Technology Dr. PO Box 1529 Operator Type: H Nokomis FL 34274 Config: EM/AII Max Width: 52 Max Height: 78 Referenced Standard: Product Rating: AAMA/WDMA/CSA 101/1 `S.2/A440-08 Class LC-PG60 1326x1984 (52x78)-Type H DP+/-65 Qualifying Test Information: Test Report No: Test Report Expiration: FTL-6410/6411 1/21/2015 Authorized Signature: Digitally signed by Steven Urich ' DN: cn=Steven Urich, o=Keystone A�Certifications, Inc., ou, �Q +` +✓ emalsurich@keystonecerts.com, Date:2011.02.09 15:15:01-05'00' Keystone Certifications, Inc. 564 Old York Road, Suite 5 Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W. KEYSTON EC ERTS. COM GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED. 2) WOOD BUCKS DEPICTED AS 1X ARE LESS THAN 1-1/2" THICK. IX WOOD BUCKS ARE OPTIONAL IF UNIT IS INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2" THICK OR GREATER. ATTACHMENT METHOD OF WOOD BUCKS SHALL BE DONE BY OTHERS. 3) SEE TABLE FOR MINIMUM EDGE DISTANCE FROM CENTER OF ANCHOR TO SUBSTRATE EDGE (EXCLUDING FINISH OR STUCCO). 4) SHIM EACH ANCHOR LOCATION WHERE THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE, USING SHIMS CAPABLE OF TRANSFERRING APPLIED LOADS. 5) ANCHORS SHALL BE COATED OR CORROSION RESISTANT AS APPROPRIATE FOR SUBSTRATE. MATERIAL. DISSIMILAR MATERIALS SHALL BE PROTECTED AS REQUIRED TO PREVENT REACTIONS. ALUMINUM SHALL BE PROTECTED FROM DISSIMILAR MATERIALS AS SPECIFIED IN FLORIDA BUILDING CODE CHAPTER 20. 6) ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE, 2.7 KSI CONCRETE AND CONCRETE MASONRY UNTTS COMPLYING WITH ASTM C-90. 8) THE 1/3 STRESS INCREASE WAS NOT USED IN THIS ANCHOR EVALUATION. THE 1.6 LOAD DURATION FACTOR WAS USED FOR THE EVALUATION OF WOOD SCREWS. 9) IF THE EXACT PRODUCT SIZE IS NOT LISTED IN THE TABLES, ALWAYS ROUND UP TO THE NEXT LARGER VALUE. ,T-AfLE 1: FU. NA GE WIND WSJ Anchor Type Substrate Min. Edge DisL Min. Embedment a#10`SteeIjSMS -Wo" otldi(Southe Rim; 7111W . ;. 1.3/8" _ - Steel Stud Gr 33 Aluminum-6063-T5 3/6' 316" .045 (18 GA) 1/9, Steel, A36 3/9' 1/8" 3/16" Masonry Anchor Concrete V 1318" Hallow CMU 2-1/2" 1-1/4" TABLE 2: FIN WINDOWS Anchor Type Substrate Min. Edge Min. Dist. Embedment 1.112" x .135" Roofing all Wood (Southern Pine) 319' 1-7116': #12 Panheed Wood (Southern Pine) 9116" 13/9' SMS #10 Trusshead Wood (Southern Pine) 7116" 13/9' Screw T — 10" MAX — 79" MAX (FLANGE FRAME) — 53-1/8" MAX (FLANGE FRAME) --120" MAX-- 52-1/8" MAX (EQUAL LEG FRAME) FLANGE 8 EQUAL LEG FRAME ANCHOR LOCATIONS &SPACING "— 6" MAX 10" MAX 10-3/4" MAX 78" MAX 78" (EQUAL MAX LEG — FRAME) 13-7/8" MAX 6-5/8" MAX L,E3:.EIN,B_FJ.ANGE-WINDO WS -Buck Size Design Pressurel certification Numbers Test Reports Width -Bel hL , (+) psf -(_).psf 6065M 190 777 FTL-6410, 6411 52-1/8" MAX 1-1/2" r 6-1/2" MAX 1 MAX 1-1/2" MAX FIN FRAME J. ROSOWSKI1 031251111 RIGID VINYL i �1 F M'AX �tltlnu4 N0.50705 :�0 •'. STAT�or .� 1S10NA%- Ea 1070 TECHNOLOGY DRIVE NOKOMIS, FL34275 r FLCERT.OFAUTH.:29296 SINGLE HUNG INSTALLATION A. Lynn MIl er, P.E. S..w a—ivft --P.E.#58705 SH-400 NTS 1 of 4 1032511JR EMB MAX RIOR rERIOR NO HORS WIRED EMB M, :RIOR OR I FRS RED MAX. 114" SHIM 4 EXTERIOR FLANGE FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) 1X ❑� � 1/4' SHIM \\111�11111j MAX.1/4°SHIM MAX.1/4"SHIM FLANGE FRAME. JAMB INSTALLATION �� /i i� .... -• 0�,� •' '• �F�P �' 1X BUCK (USING 1X BUCKSTRIP) �' 58705 •Ir •.• STA E OF FLANGE FRAMES • O,C'•.., FLOR\OP.- .. SILL INSTALLATION ���` �? (DIRECTLY TO SUBSTRATE) FLANGE FRAME "/`SS/ONA�- SILL INSTALLATION �: wdrtnrawnexamvr�wumvca® (USING I BUCKSTRIP) J. ROSOWSKI 03Y25/11 RIGID VINYL�,�°° w„aey: o� rr.,w nrmcraorna•ru+r.wvox�mvavnus moam�Tw�tamavaor+av�ve unmai»rndrrn�a�reanev �eamv/ffAnr¢\a�La INSTALLATION NOTES: ® o 1070 TECHNOLOGY DRIVE 1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. NOKOMIS, FL 34275 FLCERT.OFAUTH.:28295 Tp1C SINGLE HUNG INSTALLATION 2) ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. I ' A. Lynn Miller,?.E. sdb.ae e.e sam aams D.."" P.E.458705 SH-400 NTS 2 of 4 1032511JR INSTALLATION WITH EQUAL LEG FRAME (FIN AND FLANGE REMOVEDI EDGE DISTANCE MAX. 114" SHIMZ--f 4 EMBEDMENT EXTERIOR ' EMBEDMENT IXBUCK MAX. 1/4" SHIM IFT _ MAX. 1/4" SHIM ` ` r1 (DIRECTLY EXTERIOR RIOR 0 IORS ]RED EXTERIOR EQUAL LEG FRAME, JAMB INSTALLATION (DIRECTLY TO SUBSTRATE) 1X � � rv� 1/4"SHIM ❑• p EQUAL LEGG F FRAME. p MAX.1/4" SHIM JAMB INSTALLATION 1X BUCKSTRIP)��� `• <<F ��� MAX. 1/4" SHIM (USING IX BUCK � : N0,58705 EQUAL LEG FRAME. StPTE � %�O' SILL INSTALLATION ., FLOF>,1PP'• , ,� • �iF`SSIONP� (DIRECTLY TO SUBSTRATE) EQUAL LEG FRAME. ; SILL INSTALLATION - a..ner o.er umnt �waannutt�wwuoM,� (USING IX BUCKSTRIP) J. ROSOWSKI 03/25111 RIGID VINYL �, R.wooc1`% M FR�TARI WF04nGWCF7W rwraeuswfw;mwm®N AW/OQYNnWJri)E�07URIX wrwmau�mnew7mes INSTALLATION NOTES: 1070 TECHNOLOGY DRIVE 1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. NOKOMIS, FL 34275 T°t 2) ANCHORS HEAD TYPE MAY DIFFER FROM SHOWN. FLCER7.OFAI rH.:29295 SINGLE HUNG INSTALLATION A. Lynn Miller. P.E. a.`I.Ab "c smc s x OmkpAh Aer. P.E.#58705 SH-400 NTS 3 of 4 1032511JR INSTALLATION WITH FIN FRAME EDGE DISTANCE EDGE DISTANCE 2X WOOD BUCK OR WOOD FRAME FIN FRAME.' HEAD INSTALLATION 2X WOOD BUCK OR WOOD FRAME FIN FRAME. SILLINSTALLATION INSTALLATION NOTES: 1) SEE SHEET 1 FOR ANCHORAGE, SUBSTRATE AND SPACING REQUIREMENTS. EXTERIOR OPTIONAL ] FLANGE 7 OPTIONAL FLANGE 2X WOOD BUCK OR WOOD FRAME ID EXTERIOR FIN FRAME, JAMB INSTALLATION \111111111 // OPTIONAL . O ,.• � FLANGE �4r; �GENSF ' •FP 7St N0.58705 1k -0 : all O •(�- STATE (L7 �'�;SS�ONAL �`•` J. ROSOWSKI 03/25/11 RIGID VINYL FAMM asv eusra4s,vmMSEermi per: rr� � ,uvnm:xonom mctamrreureeusenmrg IMS ZNrnarrnEmpe isarWRrrraimrrsx ® mmpen 1070 TECHNOLOGY DRIVE NOKOMIS., FL 34275 FL CERT. OF AUTH.: 29296 SINGLE HUNG INSTALLATION A. Lynn Miller, P.E. sea4.r '�" s °ix4ip19n P.E.058705 SH-400 NTS 4 of 4 1032511JR