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Date: i I Fee Due:Receipt# I ` =�I Permit �E oG St. Lucie County'Building & Zoning Department .., c 2300 Virginia Avenue SCANNED • Fort Pierce, FL 34982 �� �ORI�P 772-462-1553 S. LUCje COU�t� -- - PPLICATION FOR REPLACEMENT OF INDOW AYLIGHTS, DOORS & OVERHEAD GARAGE DOORS 1. LOCATION/SITE ADDRESS: I/k , k'7'-1 .:.. pl). — I� SECT I I TWP I i RNG IV MAP ZNG LU— , 2. PARCEL ID NUMBER:�D 3. DESCRIPTION OF PROJECT OR WORK ACTIVITY:'D�l� 4. TYPE OF STRUCTURE: SFR ❑ OTHER 5. OWNER INFORMATION 6. CONTRACTOR INFORMATION Name: ,l �,;t< ,� u,f 0,4 vP;it'e �FL Reg/Cert #: l %�<�� aj�" � Address: - ,01 1 County Cert#: City: �� �j'�,yState:/ Business Name: 1; —,—� 0d.4 yam, .tom f h� Zip: Phone:. Y Phoney alb Fax—. 71 o •3 Product Table 1606.2B '* 15' maximum height Minimum Design .'Pressure Design Pressures Manufacture Model Number NOTICE OF ACCEPTANCE # FLORIDA # 130. mph 0 mph Window,-s & Skylights Exposure B40.7 47.2 *�Za4 3 Ex osure C ** 49.2 .1. Swing'& Garage Doors Exposure B 1 38 44 Exposure C ** 1 45.9 53.2 7. VALUE OF CONSTRUCTION: $ )WNER'S AFFIDAVIT: I certify that all of the information contained in this application is correct and tha ork will be done in compliance with all applicable laws regulating construction and zoning. PRIftf OiJALIFIERS/OWNERS NAME SIGNAT ALIFIER/OWNER .�j STATE OF FLORIDA, COUNTY OF r r L u CIE ACKNOWLEDGED BEFORE ME THIS 4" DAY OF DEC. , 20/,O BY Cy4RtrSjr, d ekVM WHO IS PERSONALLY KNOWN TOME OR■ prM TCP-M SIGNATURE OF NOTARY AS IDENTIFICATION. PRINT NAME OF NOTAR DONALD M. HOLMAN Commission DO 704898 Expires Sgpte ber 20, 2011 8w4od tAN T 800.307019 TITLE: NOTARY PUBLIC Window. Skylight, Doors. Garage Door permit application 7/18/05 dmg COMMISSION NUMBER NOTICE TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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 ofthe•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 & Overhead 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 replacement 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. 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: ................................................ 5. CONTRACTORS INFORMATION:.............. ....................... 6. VALUE OF CONSTRUCTION: .......................................... Indicate the name and address of the owner of the property on which the product is to be. installed. Indicate the State of Florida f if applicable) and St. Lucie County contractors 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 build ing/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 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.A 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 may be made by calling (772) 462-1261. SLCCDV FORM NO: 006-05 �,sew•.��..,,�.•,:�,�-�..,�.:.«-.,:..-,...,...,,.,�.,-;,-...,,.,,�, .. ... �. , � fit,• ft'.; td�'f: � � � . 4�� � '..�•':', Window, Skylight, Doors, Garage Door permit application 7/18/05 drng rermit numner: St. Lucie County . Building & Zoning Department 2300 Virginia Avenue . . •'O( Rip. Fort Pierce, FL 34982 772462-1553 -APPLICATION FOR STORM SHUTTER PERMIT 1. LOCATIOWSITE ADDRESS: 2. 3. SEE REVERSE SIDE FOR INSTRUCTIONS DATE: PARCEL ID NUMBER: SECT TWPRNG MAP ZNG LU INIT +. DESC TION OF P0 CT OR W RK ACTIVI Y: ha:, -:/ 4. TYPE OF STRUCTURE: SFR_ Addition 5. OWNER INFORMATION/ 6. Name: ZRwLn mj 44A el, is Address,�,:,1,% City: r �� i $��// State:_ zip.: 1 Phone: bG 7f Type'of Surface attachment:. Wood. Frame Concrete OTHER CONTRACTOR INFORMATION FL Reg/Cert #:/� County Cert #:�L Business Name: Age ff, Masonry Other Product ype. Minimum Design Pressure Product Compliance Report # Method of Attachment. As per 1707.4.4.1 FBC 120 mph 130 mph 140 mph 140 Exp. C . SBCCI Dade Other Anchor Type Anchor Spacing , emovable Panel �- 7, n ,. / c ordion Roll U Colonials Other ALL PRODUCTS SHALL BE LABLED SBCCI OR DADE COUNTY FOR DETERMINING IMPACT RESISTANCE FROM WIND BORNE DEBRIS. **SEE FINAL INSPECTIONPROCEDURE.FOR EXISTING RESIDENTIAL STRUCTURES ONBACK. 7. VALUE OF CONSTRUCTION: $ Z ®Dy d;fF FEES DUE:. RECEIPT: OWNER'S AFFIDAVIT: I certify that all of the information. contained in this application is co t and that all work r 1 be done in compliance with all applicable laws regulating construction and z' ,i4Y/-1, PRIM QUALIFIERS/OWNERS NAME NATURE R/OWNER STATE OF FLORIDA, COUNTY OF 5r,4yctic- ACKNOWLEDGED BEFORE ME THIS IG* DAY OF , 20ZO_ BY, C(lAA9r t% DENk B WHO IS PERSONALLY KNOWN TO ME OR WHO.HAS PRODUCED AS IDENTIFICATION. :�:eY''•. DONALD M. HOLMAN BZrr•�c21 ,�> �w 4 AILJ_ _ Commission DD 704898 O OF BL E OF o Expires September 0, 3801 TITLENAR PUBLIC COMMISSION NUM R a8�79 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 YOUR NOTICE OF COMMENCEMENT. NSTRUCTIONS . ease complete all information in the space provided. All information must be Printed (use black or blue ink on)y] or Typed. its application for Shutters to be used for only those activities that is not otherwise included under a primary building permit. This iplication for Permit may not be used for any activity that includes any .type or kind of structural alteration. Building activities involving ructural alteration, in addition't'o the installation -of Shutters, must -be permitted'through iheregWhr building permit review process. The formation to be provided with this application includes: . I. 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 PROJECTOR WORK ACTIVITY.......: Briefly describe -the building activity under permit application. 4. OWNERS INFORMATION: ................................... v ............. 5. ' CONTRACTORS INFORMATION: ............... . . .................. 6. VALUE OF CONSTRUCTION: ......... .................................. 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 cosfof construction includes all material and labor costs associated with the building/construdion 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/oirmodify the indicated value of construction if it is demonstrated that the submitted figures are notconsistent with similar types of construction. k1l applications for the installation.of Shutters are to be submitted to the St. Lucie County Buildiing:;and Zoning Department, St. Lucie'. �ounty Administrafion Building; 2300 Virginia Avenue, Fort Pierce, FL. 34982..�All applications for Permits must be complete. and filed Nith 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. }c`. i• Ly.,i .._co.;. SLCCDV FORM NO' 006-05. , •._:.��ii•`' -F- -'S r� ..--.cam i� S +:1i ��i • .x..,�,'e�..,. . �i JOSEPH E. SMITH, CLERK OF THE CIRCUIT COURT — SAINT LUCIE COUNTY FILE # 3540485 —1OOK 3251 PAGE 1542, Recorded 12/07/;'- at 08:45 AM mmrr MINSFR, NOTICE OF COMMENCEMENT The undersigned hereby given notice that improvement will bo made to certain real property, and in accordance with Chapter 713. Florida S tames the following information is provided in the Notice of Commencement I. DESCREMON OFPROFLR'rv(Legal description andstreetaddress, ifavallable)TAx FOLIO NUNIRM: 34Qa-6oq-O�/afr-ocMs-$� SUBDIVISIONSniI 'wn 2'u c! ��'-J c BLOCK__6.1_nucr LOT 36 mmq UIYII'�� Snil.; „ Q,'uerc �fwlec . e. '� e5 B/K 63 �oi.an tmdpyy//l ru ileri L/aa-/VG9 2. GFNTBAL DESCRIPTION OF MWROVM&M. 3. OVAWMFORMATION: s.Name •.sly, b. Addtm �i/Sr /J i'w icon n /',/ �'i n t1 '1e/go� e. rnterett in pmp.M ' — d Nsme and odd'ess of ha s;mplo tideholder Gf ether than Owner) 4. CONTRACTOR'S NAND:, ADDRESS AND PHONE NIIMRER: /�- e-65 5 rY I &L /` Ie.e� Illu e F/jO _ o </ 9e/.7dL S. SURM'S NAME, ADDRESS AND PHONE NUMBER AND BOND AMOUNT: ` 6, LENDER'S NAME, ADDRESS AND PHONE M MBER: 7. Persons within the State of Florida designated by Owner upon whom notices or other documents maybe served as provided by Section 713.13 (I) (a) I. Florida Statutes: NAM ADDRESS AND PHONE NUMMER: S. In addition to himself or hersel f Owner designates the following to receive a copy of the Licaries Notice as provided in Section 713.13 (1) (b), Florida Statutes: NAME, ADDRESS AND PHONE NUMBER; O7Z • 4Gy-AGO U �a S•� �.�� .sue /J /c- .�, : n /. ,.- ! ./ �.S ti0 S s //iG r/C aF Au 2. /-�//� ' ,• a / � ?yr�� 9. Expiration date of notice of commencement (the expimtien date is I year from the date of recording unless a diffetem date is speed): Signature of Owner or Print Name and Provide Signatory's Title/OMee Owner's Authorized Orficer/Director/Partner/Maaager State ofFlorida County of St. Lucie The foregoing instrument was acknowledged before me this day of Datwt itt • 20 /q By CA7HNa/NQ CjtcW as OWNfIL For (nano ofperson) (type ofauthonty,...e.g, officer, trustee, attorney in fact) (name of party on behalf of whom instrument was executed) Personally known or ✓produced the following type of identification: 4e /Va¢'t W c [N SE h<t,t L1• DONAID M. HOLMAN A+'*tve•ln/6G�.w.� i,. Commission DO 704898 (Sign ituro of Notary Public) r` Expires September 20, 2011 an W d fiv Tig Fah Iv�itp BOoaj6Al a Under Penalties of perjury, I de c ate at aver a the facts in it are true to the best of my knowledge and belief (Section 91525, Florida Statutes). Signature(a) orOwne s) or Owner(s)' Authorized OMeer/Director/ Partner/Miaiager, who signed above; Rev.08.0907 (S.Resordina) STATE OF FtORIDA ST. I-RIE COUNTY THIS•IS TO CERTIFY THATTHIS IS A TF OF By T _ 1 z 3z i3d3 BAS 1280 N aFi Y FT, 8 0 Pam. UR 3 (80 ) 9 7.5zP' '57gla% 1 0 PA44 ft tft-71y S73%x3sr5/r �3'/�xsYiy y >,z C,AA � c 288 � s� I /f( (3� Florida Building Code Online Page 1 of 3 E me �t s User Registration Hot Topics ; Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search duct Approval : Public User Product Approval Menu > Product or Application Search > Application List > Application Detail Application Type s Code Version Application Status Comments �.Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By FL1435-R7 Revision 2007 Validated r-a 9/15/10 reviewed 11/4/10 - r-a 11/8/10 Reviewed 11/11/10 PGT Industries 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 22318 druark@pgtindustries.com Jens Rosowski jrosowski@pgtindustries.com Jens Rosowski 1070 Technology Drive Nokomis, FL 34275 (941) 486-0100 Ext 21140 jrosowski@pgtindustries.com Windows Single Hung Certification Mark or Listing Keystone Certifications, Inc. Steven M. Urich, PE Validation Checklist - Hardcopy Received Standard Year AAMA/WDMA/CSA 101/IS2/A440 2005 ANSI/AAMA/NWWDA 101/I.S.2 1997 ASTM E-1886 2002 ASTM E-1996 2002 ASTM E-330 2002 Florida Licensed Professional Engineer or Architect FL1435 R7 Equiv SH500 comp 02-04 1886.pdf http://www. floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel20D... 12/6/2010 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option A Date Submitted 09/02/2010 Date Validated 11/08/2010 Summary of Products FL # 11IModel, Number or Name IlDescriDtion 1435.1 SH-2200 JjVinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC CARS 2200.pdf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/21/2013 Design Pressure: N/A Installation Instructions Other: Please see "Design Pressures Chart" in the FL1435 R7 II Design Pressures Chart.pdf Installation Instructions section for DP and Size options. FL1435 R7 II SH-2200.1)df 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 1435.2 SH-400 jVInyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC 199-133CAR (2).Ddf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 04/08/2011 Design Pressure: N/A Installation Instructions Other: Rating is H-R60 52.125x75 (actual window buck FL1435 R7 II Anchorage 400.odf size). Please see test report FfL-4581 for other product Verified By: A. Lynn Miller, PE 58705 description and test information. Glass upgrades may be Created by Independent Third Party: No required to meet full design pressures. Evaluation Reports FL1435 R7 AE Prod Eva]-SH 400.Ddf Created by Independent Third Party: No 1435.3 SH-4000 Pass-Thru IFAiuminum Single Hung Pass-Thru Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC CAR 190-198 (2).ndf Approved for use outside HVHZ: Yes FL1435 R7 C CAC CAR 190-199 (2).pdf Impact Resistant: No Quality Assurance Contract Expiration Date Design Pressure: N/A 10/19/2012 Other: Ratings are +/-55 psf and +/-65 psf in 53_1/8 x Installation Instructions 50_5/8 size. This product was not tested for water FL1435 R7 II Anchorage 4000PT.pdf infiltration. Please see test reports FTL-5050 and 5051 Verified By: A. Lynn Miller, PE 58705 for other product description and test information. Glass Created by Independent Third Party: No upgrades may be required to meet full design pressures. Evaluation Reports FL1435 R7 AE Prod Eval-SH-PT 4000.pdf Created by Independent Third Party: No 1435.4 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-CAR-494.pdf Approved for use outside HVHZ: Yes FL1435 R7 C CAC SH-4000-CAR-493.pdf Impact Resistant: No FL1435 R7 C CAC SH4001-CAR-478.1)df Design Pressure: +55/-55 FL1435 R7 C CAC SH4001-CAR-479.pdf Other: Configurations qualified Include 1/1 (equal Iite) Quality Assurance Contract Expiration Date and ProV]ew configurations, with standard, Radius, or 02/16/2013 Arch top. 52.125x75 (actual window buck size). Please Installation Instructions see test reports ATI 89077 and 89765 for other product FL1435 R7 II SH 4000 -ATI 89765.Ddf description and test Information. Glass upgrades may be FL1435 R7 II SH 4001 - ATI - 89077.odf required to meet full design pressures. FL1435 R7 II SH-4000-4001.pdf Verified By: A. Lynn Miller, PE 58705 Created by Independent Third Party: No Evaluation Reports FL1435 R7 AE Prod Eval-SH 4000-4001.Ddf Created by Independent Third Party: No 1435.5 SH-500 (Impact) 11WInGuard Vinyl Single Hung Window Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL1435 R7 C CAC 199-172-2CAR.adf Approved for use outside HVHZ: Yes FL1435 R7 C CAC car199-231.Ddf Impact Resistant: Yes FL1435 R7 C CAC car199-477.odf Design Pressure: N/A FL1435 R7 C CAC SH 500 199-203(2).Ddf Other: Impact Resistant, Missile Level D (9.0 lb 2x4 Quality Assurance Contract Expiration Date traveling at 50 f/s). Rating is H-LC60 52.125x75 (actual 04/08/2011 http://www. floridabuilding. org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel2OD... 12/6/2010 Florida Building Code Online Page 3 of 3 ndow buck size). Please see test reports FTL-4586, ;87, 4828, and 4833 for other product description and st Information. Glass upgrades may be required to aet full design pressures. [nstallation Instructions FL1435 R7 II Anchorage 500.pdf FL1435 R7 II FTL-5711.pdf FL1435 R7 II FTL-5725.PDF FL1435 R7 II SH500-FTL4586.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 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: wcurit .trrnus 'I7vsled Trusted � vtUrTr http://www. floridabuilding.org/prlpr_app_dtl. aspx?param=wGEVXQwtDgsbCUITKel2OD... 12/6/2010 1 r--- -7 Structural iperformance K� Y Certification Authorization Report CAR & Product ID Number. 199 - 716.0 Issue Date: 10/27/2009 Revision Date: 1OJ2712009 Expiration Date: 10/2112013 Company code: 199 This Certification Aulhorization 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 shag be considered certified. The information in this report can be verified at wwwAsystonecerts.com. ILlcensee information: �oduct Information: I PGT Industries (NC) Model: SH2200 Equal Sin rd Reinforcement). 2121 Hallig Road Operator Type: H Salisbury, NC 28146 Config: EM/Ali, GS-118' Ann IG Max Width: 52 Max Height: 75 Referenced Standard: Product Rating: AAMIANVOMA/CSA 101/IS2/A440-05 H-11351321x1905 (52x75) Qualifying Test Information: Test Report No: ATI-93746.02-401-47 Test Report Expiration: 10/21 /2013 Authorized Signature: Digitally signed -by Jon Hill ON: cn=Jon Hilt, o=keystone CertMications, Inc., ou=Vice President emal4hilliOfteystonecerm com, c=US Re "m I attest to the accuracy and integrity of this document Date: 2009.101711.1647 -"W Keystone Certifications, Inc. 1790 Old Trail Road, Suite D Etters, Pennsylvania 17319 Phone: 717-932-8500 Fax: 717-932-8501 W W W.KEYSTQNECEHTS.COM 1Q70 Technology i)r. N. Venice, fL 34275 Tel. 941-480-1600 ® pgtindustries.com Product Evaluation Report Date: September 14, 2010 Product Description: Single Hung, Series 2200 Florida Product Approval #: 1435.1-117 Manufacturer: PGT Industries 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, 98-72.0700. This product complies with the requirements of the 2007 Florida Building Code. Technical Documentation: Elevation, anchorage/installation drawings and Test Reports: Dra%Wng # : 6265JR Test Report(s): ATI-93746,01 ATI=93746.02 ATI-93746.03 ATI-95227.01 Installation: Units to be installed as per the attached installation drawings. Limits arUse: 1. Maximum Design Pressures and sizes to be as listed in the test r unless attached documentation shows lower DP's or smaller sizes. mpact Resistant and requires shutters 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 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. pio 5i3705 gTp .0 Z �ot�' 1►i i►� A. Lynn er, P.E. P.E. # 58705 PGT Series 2200 Single Hung Design Pressure and Size Limits Unit Width (in) Unit Height (in) Max. + () DP Max. (-) ®P Test Lab Number Certification Number Required Reinforcement 52.125 62.000 45 45 ATI-93746.01-401-47 199-714 1/1 - Steel Reinf./Alum Keeper 5 62. 45 45 ATI-93746.01-401-47 199-715 Oriel - Steel Reinf./Alum Keeper 52.125 62.000 50 50 1 ATI-93746.02-401-47 199-718 1/1 -Aluminum Reinforcement 52.125 62.000 50 50 ATI-93746.02-401-47 199-719 Oriel - Aluminum Reinforcement 75.000 35 35 ATI-93746.02-401-47 199-716 1/1 -Aluminum Reinforcement 52.125 75.000 35 35 ATI-93746.02-401-47 199-717 Oriel - Aluminum Reinforcement 52.125 75.000 35 40 ATI-93746.01-401-47 199-712 1/1 - Steel Reinf./Alum Keeper 52.125 75.000 35 35 ATI-93746.01-401-47 199-713 Oriel - Steel Reinf./Alum Keeper 44.000 62.000 45 45 ATI-95227.01-401-47 199-723 1/1 - Keeper only - alum reinf. 44.000 1 62.000 1 50 150 ATI-95227.01-401-47 199-724 Oriel - Keeper only - alum reinf. 44.000 75.000 45 50 ATI-93746.03-401-47-R1 199-727 1/1 -Steel Reinf./Alum Keeper 44.000 75.000 50 50 ATI-93746.03-401-47-R1 199-741 Oriel - Steel Reinf./Alum Keeper 44.000 75.000 J 45 1 50 ATI-95227.01-401-47 199-722 1/1 -Aluminum Reinforcement 44.000 75.000 50 50 ATI-95227.01-401-47-R1 199-740 1/1 -Aluminum Reinforcement 44.000 84.000 45 50 ATI-93746.03-401-47 199-725 1/1 - Steel Reinf./Alum Keeper 44.000 84.000 50 50 ATI-93746.03-401-47 199-726 Oriel - Steel Reinf./Alum Keeper 44.000 84.000 40 50 ATI-95227.01-401-47 199-720 1/1 -Aluminum Reinforcement 44.000 L 84.000 50 50 ATI-95227.01-401-47 199-721 Oriel - Aluminum Reinforcement GENERAL NOTES: 1) THE ANCHORAGE METHODS SHOWN HAVE BEEN DESIGNED TO COMPLY WITH THE FLORIDA BUILDING CODE 2007 EDITION FOR THE DESIGN PRESSURES LISTED IN THE APPLICABLE PRODUCT TEST REPORTS. 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 2) MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN PINE AND CONCRETE MASONRY UNITS COMPLYING WITH ASTM C-90. 3) WOOD BUCKS DEPICTED AS 1x ARE LESS THAN 1-1/2" THICK. lx 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. 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 REOUIRED 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. OVERALL SEALING/FLASHING STRATEGY FOR WATER RESISTANCE OF INSTALLATION SHALL BE DONE BY OTHERS. 7)REFERENCE TEST REPORTS: ATI 93746.01-401-47, AT[ 93746.02-401-47, ATI93746.03-401-47, AT] 95227.01-401.47 8) EQUAL LITE SHOWN. ANCHOR QUANTITY AND SPACING APPLIES TO ORIEL SASH UNITS AS WELL. PRODUCT MAY BE INSTALLED WITH THE ADD -ON FLANGE OR WITHOUT (EQUAL -LEG). PRODUCT MAY BE INSTALLED INTO STEEL OR ALUMINUM SIMILAR TO THE WOOD INSTALLATION DETAILS. 9) USE ANCHOR GUIDELINES BELOW: ANCHOR SUBSTRATE MIN. EDGE DISTANCE MIN, EMBEDMENT 3/16" MASONRY CONCRETE 1" 1-3/8" 1-1/4" C WOOD 7/8" 1- / " GR33 .048" (18 GA) UM-6063 T5 3/8" •125" STEEL, A36 3/8" .125" MAX. 6" —�—� 4 MAX. 12" i T MAX. 14-1 /4 i T MAC 14-1 /, i r0 X104 M= No MIm cm*Tm I,], 1070 TECHNOLOGY OWE N. VENICE. FL 34276 P.O. BOX 1529 N'OKOMIS, FL 34274 ---j MAX.20" �-- NO ANCHORS IN SILL Imo: VINYL SH WINDOW ANCHORAGE 2200 SH I NITS 11 a 2 1 6265JR MAX. 14-114" MAX. 6" A LYNN MILLER. PIl1 1 11 P.EB 58705 viNN M/�7"/i,�J •' No. 58705 o W= a."By. D ii j CV ' iA E STA F J Rosowski '�O�'•.• 7=COR1�P•' • C22� 08/26/10 1x WOOD BUCK SEE NOTE 9, SHEET 1 FLANGED 1/4" MAX. SHIM }~ EXTERIOR CONCRETE o '" n OR GMU SEE NOTE 9, CONCRETE ; SHEET 1 OR. CMU .� SEE NOTE 9, `:'� 3116" MASONRY e a SHEET 1 ANCHOR, 6" MAX FROM BOTTOM 1 1/4" = = = 1 X WOOD 114" BUCK . ..CORNER, 12" MAX _ FROM TOP CORNER, MAX MAXOLE 14-114" MAX. O.C. SHIM 3116" MASONRY SHIM 3116" MASONRY 1X WOOD BUCK ¢4 ANCHOR, 6" FROM ANCHOR, 6" FROM CONCRETE OR CMUJ, <D 9X ERIOR Q CORNERS AND Q CORNERS AND SEE NOTE 9, SHEET 1 20" O.C. MAX. <,t PRIOR 20" O.C. MAX. EQUAL -LEG 1/4" MAX. SHIM —1 EXTERIOR FLANGED EQUAL -LEG 3OA1810C =3/16" MASONRY ANCHOR, TYPICAL HEAD ANCHORAGE DETAILS C MAX FROM BOTTOM ' CORNER, 12" MAX FROM o TOP CORNER, ' 14-1/4" MAX. O.C. D-FRAM _ 1 CONCRETE OR CMU� / SEE NOTE 9, c SHEET 1/4" T MAX. J L� SHIM #10 SMS, 6" FROM CORNERS AND ] EXTERIOR O 20" 0•C• MAX. EQUAL -LEG (FLANGE SEE GENERAL NOTES SHEET 1. GLASS SHOWN AS EXAMPLE. MAY VARY BY SERIES AND DESIGN PRESSURE REQUIREMENTS. 1/4" MAX. SHIM TYPICAL SILL ANCHORAGE DETAILS NO INSTALLATION FASTENERS REQUIRED IN SILL SEE NOTE 9, SHEET 1 — EQUAL -LEG 1/4" MAX. SHIM --� #10 SMS, 6" MAX FROM BOTTOM CORNER, 12" MAX FROM TOP CORNER, 14-114" MAX. O.C. xTE EERIO V 2X BUCK OR WOOD FRAME —I TYPICAL JAMS ANCHORAGE DETAILS 1070TECHNOLOOY'- 1 'VINYL SH WINDOW ANCHORAGE N. VENICE, FL 34275 PA. BOX 152E NOKOMIS, FL 34274 2200 SH NTS 2 a 2 6265JR A.LYNN TAMER, PE. REA 58705 \\\ -/-/7or- �'+� No.56T05 •�', F J Rosowskf '.pO�'•. Op •'' (j�` III 3 •- „ s 3pj.50Y 16 f{3� i I ix 5 31(g�3Sl% I i f Y V L tv' S-A x3srs/y L.Ac,5 RAAucg k s9 671s kick-aeY - .Df, PT, parzc.a , 8 0P � 1 UR11 288 BAs 12 -4 ' t a ft V-"-Fv 33 iy�s�%D' e ,-,-yzz/ *.���"�--�X�'P 7.�f_"�:.'-.4frc._i�'r BCIS Home Log In User Registration Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BCIS Site Map Links Search v Product Approval USER: Public User Product Approval Menu > Product or Application Search > FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 Detail FL11964 New 2007 Approved Eastem Metal Supply 68 Westroads roe West Palm Beach, FL 33407 (800) 432-2204 frodriguez@easternmetal.com Bill Feeley Irodriguez@eastemmetal.com 2SShutters torm Panels Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Walter A. Tlllit, Jr PE-44167 National Accreditation and Management Institute 12/31/2010 John Henry Kampmann Jr. Validation Checklist - Hardcopy Received FL11964 RO COI Certification of independence 08-0522.03.PDF Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 hq://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgsxYIeb4opODc... 11/6/2009 ffixE Al NOTES 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2007 EDRION CF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL JNpj BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DACE / BROWARD COUNTIES). DESIGN WIND LOADS BY THE JURL501CT OkO AS WHEREF PER WIND ON PANELOWILLLF BE EINSTA�D,OVE ENTIONED AND FOR AO DIRECTIONALRY FOR A FACTOR SPEED N ACCORDANCE WITH ASCE 7-05 STANDARD. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TrM 51� 1N KB, 0.85. THEIR WERE NOT FACTOR CD=1.60 WAS USED OR VERIFICATION OF FASTENERS IN WOODS W� RM OF ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION STO STORM .2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS fY 0321.01-05. j 0812.01--5 AND MISSI E1 TYPE D {BASIC PRO EC11014 ONLY)BAND FOP. IN6-02 AND STAL LAF,ONTIA 3 AT NON ESSENTIAL FACIUTANDARDS. OUALoFIEO FES AS OR OR WIND TIED BY SECTIONS 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY, 3 STORM ALUMINUM COMPONENTS TENTS S14ALL BE DOEDUMINU ANO SNAP CAP ARE PA GENT PENDING.UNLESS OTHERWISE NOTED. 4. ALL SCREWS To BE SSTTYGTFI304 90 ksi TENSSERIES ISTRENGCORROSION RESISTANT COATED CARBON STEEL AS PER ,,IN 50C18 W/ 50 ksi YIELDSTRENGTH 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL. WTH 35 ksi MINIMUM YIELD STRENGTH. 6, ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) _1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4°0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. _1/a'0 aANEI. MATES ANCHORS MALE OR TVAS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. -1/4"C X 3/4' SOUD SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALLY COMPANY. NOES: S ' EL A.1) MNIMUM EMBEDMENT 'NTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONIS 3/4 ; FR CO PANELMATE AND ELCO TVAS IS 2 A,2) 3/4"0 SCUD SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. -1/4'0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS WITH NO STUCCO. A.3) IN CASE THAT , FLOOR. ANCHRSE HALL BENLONGR ENOUGH ECAST CONCRETE TO REACH THE MAN STRUCTURE BEHIND SUCH PANEEXISTING ANCHORA E HALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL: -I/4"P TAPCON ANCHORS AS MANUFACTURED BY I.T.W./GUILDEX. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4°0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO FASTENING SYSTEMS LLC. -1/4"0 . 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOES_ B.1! INI THE CONCRETE BLOCK UNIT HAIL S. S.G.j/4A'PCONS, ELCO PANELMATE, ELCO . 1 F 1,2) L3/3°0 • OL10 SET ANCHORS SHALL BE ENTFRILY EMBEDDED INTO THE CONCRETE BLOCK UNIT EMBEDMENT INTO STUCCO SHALL BE oERMITTED. WH NO STUCCOS USED STALL BE 1 1/2' LONG MINIMUM SH OULD STUCCO EXIST, AND 1' MINIMUM FOR WALLS 8.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG NO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON :e IN 0.1) & B.2) ABOVE, (0) TO EXISTING PERFORMED BEYONDFANYEFBUILDINGS, SH I' ATER LE A SPECIFICATIONS LIKE BRICK VENEEER STUCCO OR ANY OTHER FINISH. DE A'-L OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S (D) AIJCHORS SHALL 8E INSTALLED FOLLOWING MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU B) EXCEPT THAT HEADERS 2. 3, 3A & 4 SHALL NOT BE USED. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILD'NGS. 8. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH -HE BUILDING TO 'REVENT WINO/RAIN INTRUS101I. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.O. (a) CONTRACTORTO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT OEVNTE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS P.E.D. WILL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS. GISTERED EER OR (d) SITE BECOMEETHECENGNEER OF RECORD (EOECTS SHALL BE PR.)EOBy A FLORIDA FOR THE PROJECTEAND WHO WILLNBEE RESPONSIBLECFORHTHE PROPER USE OF THE P.E.D. ENGINEER SPECIFIC DRAWINGS F RECORD, ACTING NGAS DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER THE (e) THIS P.E.D. SHILL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL N OACCORDANCE WITH SECTION 17`14.8.3 OF PENING. LABELING TO COMPLY WITH SECTION 171 8' 2 IOF THE FLORIDA NG CODE. ONE BUILDING CODE. BE PLACED FOR EVERY F.B.C. (Non High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL 4. C.K/R.E. 07006 nl1Ec0. mc. (2.00" DEEP) CRAW BY. EASTERN METAL SUPPLY, INC 0s/Ir/06 ()4TE• LE C 1tr T N C• 1166 RE57 Aat05 0.p P957 PALM BEACH. FL J3407 PHONE: (361)709-6163, FAT• (561)841-1716 08-146 NG 3 ENGINEERING Ca4PPNY SL. ]h dtl]. vw;wA cw0aa. n. J]t6E ISJGIt-t])v . !m : a%16T1-1lTt EB-0006719 ITc muff Jr.. P.E. fX4114JC No St1E[T I OF'7 la<�,� no m-1er PtWtM, 14. 101' (TOTAL WIDTH) 12.000" (EFFECTIVE WIDTH)-i .r70" 1.070"- 1.070" r ®. 2�A5 APPLICAALL 0.8 p• frrPJ yo I I d O -1 2.020" t- -i 2.020- FULL PANEL W1 HEMMED EDGES -8.151" (TOTAL WDTH) 5.0001(EFFECTI11E WIDTH) r.07G" 4.880" 1170" ©•C APPLMABLE p. (ryv J ,r c 0.250" N �h0 � -4 2.020- HALF PANEL V HEMMED EDGES 14.375" (TOTAL WIDTH) 8.425- (TOTAL WIDTH) 12.000" (EFFECrVE WIDTH) 6.000"(EFFECTIVE WIDTH) 1.070" 1.070" rH� 1.070" 4.880170" @21@AS APP�� AS (rrvJ rv. I o p N O N O � 2.020' i- -4 2.o2o" F•- -'i 2.020" i- OPTIONAL FULL PANEL V0 HEMMED EDGES OPTIONAL HALF PANEL WO HEMMED EDGES Q1 STORM PANEL SCALE : 1/4' - 1' �3•�CONCRETE ANCHORS (SEE SCHEDULE) MGX. �MqX. � Nh_ 1 MIa J. --CONCRETE ANCHORS (SEE SCHEDULE)--- --3"� Mar. Mor. 1 Min. STORM PANEL TYPICAL ELEVATION N. T. S. �-1/4" MOX. GAP 7/4' Max. CAP-1 SECTION A -A N. r. S. PANELS RETAINED AT RDTH ENDS WJTH TRACKS ®®m"®o® OR DRECT &OVM D AIL &gWRWM OESRL4' PRESSURE 94771G W ep-f..) Mor. PANEL LENGTH L (IL) +30.0, -J0.0 +35.0, -J5.0 +40.0. -40.0 +45.0, -45.0 12'-0' +50.0. -56.0 T1'-0• +55.01 -55.0 to'-O" +60.0, -60.0 9'-4- +70.0, -70.0 B•-0• +80.01 -60.0 7'-0- +90.0, -90.0 6'-3- +90.0, -100.0 490.0, -ff0.0 490.0, -120.0 4'-B' +90.0, -1J0.0 4'-0' * NOTE• Z46;i;�XRWTA0MWD NA T IN ONE OF TREIB EIVD3 WITH TRACKS ®® OR ®# f Af4iTM PRESSURE W iP•X.IJ Nor. P L LEIKTN +J5.0, -35.0 +45.0, -45.0 +50.0, -50.0 6'-2" +60.0. -60.0 7'-6- +70.0. -70.0 6'-5" 4.80.0. -80.0 5'-B" +90.0, -90.0 5'_Q• 490.01 -100.0 5'_p- +90.01 -110.0 6•_Q• +90.0, -f20.0 4'_9- +90.0, -130.0 4'-4 1/2- MAX. DMON LOAD & MAXIMUM PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS + 50.0. - 50.0 p.s.f. W/ 88' MAX. PANEL LLNGIR, MAX. DESIGN LOAD & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNAM Il AND 14 ON SHEET 14A AND 15 OF I7, RESPLCrNar., ARE +50.0,-60.0 p.s.l. FOR 78" Mar. PANEL LENGTH, AND +5R0, -50.0 P.s.f. FOR UP TO 108' PANEL LENGTH. F.B.C. (Non High Velocity Hurricane IE 22: © h" HEADER sear , J/d• - J9a• .18a- 9 �r I .au• - �I.wB'--I © REVERS D "F" ANGLE TRACK +- 1/4' a -20 S. S. WCMNE BOLT W/ NUT h W4V R o 1Ya C. 03 3" Max. "U" BUILD OUT MW : JA' - 1' .Jr4•yyy a6s'{I t- —r LC0 LCCLhON .oal• a TRACK ANGLE scut. J/d' . " a.JBd' �5a a` .aR• .RSB• n nxsa' ` I�2 fa3' --2r61' 3A OPTIONAL 3" Mox. "U" BUILD OUT HEADER ® "U" HEADER srxr, J/a• - r O sty L era®•-1 � 9Q STUDDED ANGLE soar-!r u,...uwr rcur,J/e'� LARGE KEY HOLL..(OPTION i) SMALL62PTIOM 2) 12 KEY HOLE AT PANEL .7B6' y RI.628• �A62' � L !6 B.O. ANGLE © 3aNAP LCAP srxr r Jir - r ruse .Ve• • r' COMPONENTS J..1 rY '�� lJar orQ 12A ROUND HOLE AT PANEL vvr�-1 ��-.osa• .ron��, �y�lF� DETAIL 1: sruo WQW+G .nR• e u•aa � rTM , q LZ•r-` 1� MIN/ WALL WALL 1.75 la632" ANGLE WITH STUD srxc r/r•. 1• Q KEY HOLE WASHER 11-1 — —1 Jau , J/ • . r• © F" TRACK 5Q 3" MAX. ANGLE BUILD OUT BRACKET SME. scar: J/d•- P 110' I/V I -20 S S. SILV .Ira i- eM'frD ro a o- a la• ac LEO 10GRON atr. mil, k 11 " " ANGLE WlT STUD s...,.. r/d•. r• S I© STUDDED PLATE san-re w v scLs:.yd•. r• F.B.C. (Non High Velocity Hurricane 9 Conl. 25J, POURED CONCRETE OR _� CONCRETE ANCHORS CONCRETE BLOCK WgCi r roNr CONCRETE ANCHORS Mox (5£E SCHFDUtEJ REQUIRED (OPEN POSRION +) CONCRETE ANCHORS (SEE SCNEDUI£)\ f.�0 -__ (SEE SCHEOUlFa `__ , ____ S Canf. '�0• .ZSO• CONCRETE ANCHORS �- I (SEE SCHEDULE .500" , 4 i MO1' FOR SPACING) �a —tiy I i POURED E.O. I CONCRETE ED E0. POURED E'0. I I CONCRETE I REWIRED I 1 �fl� I I 2 RE0411RO I i rwP I I C.M. I ! R I E0. 1 1 I � I I I �T un, TON I r MI, sEPgRAnl oN I I GLASS , ro GLASS I � TO crass i I i I I P 1 i I I f' Afiri.SEPARATION T I f j TO GtA55 I 1 i { Gig 1 OPTION it I ® CONCRETE ANCHORS SECTION �1" M;n. SEPARAnON , i/$^ h7D , J/a• I 7 (SEE ET EDUtE) I m crass I Is.s. Botts w/ 7/a I \__ coot. f , I I J/J2• WWG NUi O , i f i I IT0. C. I a for] I i POURED• i I QQ'CE D. OR CONCRETE I It ; C fPOURED ED. BLOCK WALL CONCRETE J�,jj REO IRED REOCI W CONCRETE ANCHORS/ I 1 CONCRETE I (SEE SCNIDULE) Ig - 1 CON^Li£T£ I OR CONCRETE 1 DR CO/1CR£TE f BLOCK WALL ED.c�z C0.Y1: BLOCK I 1 REQUIRED I I 1 " Min. SEPA WM , 5 (OPEN Pow— +) E. I D. 1 I 1 TO CIA55 I —L'/ 7 .5625 SECTION ®ANCHOR //j I,125" 1 I _ CONCRETE ONLY 0. OPTION I2 CONCRETE ANCNORSJ --(Mo (SEE SCHEDULE) 6 Ccnf. $ (SEE sLH£WLF.) SECTION 3A I 9 CPnt I I COM. WALL MOUNTING 1NSTALLAT/DN I I I I , SECTION ®ANCHOR SCALE + 1/2' - 1" 1/4^ IM O ,J/a' SECTION 2 J/J7 NG%1 ®B X 1 I f W NC NUT J2 t2 O. C• I ' ®EA STUD POUR I CONCRETE I I ^ OR CONCRETE I POURED CONCRETE OR BLOCK WALL CONCRETE BLOCK WALL i REWIRED ED' I REWIRED � I I �� 566' ' POURE1 i E O. E1X,'E WSIANCE ____ 7/g• K J/J2' 5 C.M.i COAT. �£D`ORp�NCR£TE I C NU O G1 (SEE SCNEDUI£ON I i (OPEaT P09110N i) 7 �+• i $BLOCK WALL I I EYERY SIUO SHEETS 9 & 70 & 7 t) CONCRETE ANCHOR a (SEE scr.EDuf) I SECTION ® STUD IN O 12' O. C. Fr n i TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION f.f2�• 1� I BUILD OUT LL INSTAATION + NO>E, SNAP LAP REMAIN CLOSED ATQ NOTE FOR COMBINATION OF SECTIONS HURRICANE SECTION 4 �'� SECTION .3 HURRICANE CONDTNONS• SCALE: 1/2• a I" 9 C-f. SLACEti��2• SECTION ®STUD WALL MDUAMNC SECTIONS CAN RE - s F.B.C. (Non High Velocity Hurrfcone Zone) LOMR/NED IN ANY WAY To SUIT ANY INSTALLARON f4 `^Te, _j'j1�4• WALL MOU"!TlNG INSTALLATION 3 ^ o •3-z C200R IXTEC4 INC 0.050" BERTHA ALUMINUM STORM PANEL uc. r./R.E SCALE : r/z• f a`'�' •�V'�.�d°n��,�''`I (2.00" DEEP)auwN Br. w:. SECTIONt r'" , e .o os/,2/0e >�r ¢ /► EASTERN METAL SUPPLY, INC uF. IJ07 OEIAIL OF SECTION O STUD VALID Aso FOR �+�.'� uf$ 9 ` j ' {i► ®1IJC. 42BB WEST ROADS OPM WALL MOUNTN'G. LNSTALIATION -SECTION 2 (TOP) : � �.� � WZ 7 PALM arACH, FL JJ+07 i 6. •''-- A" TILIJT TESTINO h ENGINEERINO COMPANY 08-146 ! Ra4 )ern e,. 54 JaS. `9tuw` G"teWA M1 u,ea PhriTf.• (367J709-$2B1 FAX' (SBf)811-1716 (j ,j'�.,• '••f (Wfa��000071D L•U!M>I-IS)I ctr. wu�na ORAINUC Ne ':ti•(1�' QU e, WALTER A TALI Jr. SWEET 4 OF 17 . P.E dna-IN !. ELORIDA U. 44167 ,p nnrinu Aft OPTION 12 SECTION 5A 1' MI, SEPARATION TO CUSS 7/8' x 3/.12" SOLID SET OR ELCO mole PANELWTE OR S.C. TAPCONS W'MC Nor O EY£RY STUD E O, O ©OR ® W/1/40-20 SIOEWALX BOLT OR ® O 12" O. C. CONCRETE ANCHORS AT PANEIANATES CONCRETE ANCHORS E. D. (SEE SCHEDULEh'h\ E. D ®OR (9YI/ IJ W/1/4 0-20 TRUSSHEAC BOLT + + r0I? Sr. TAPCONS (SEE SCHEDULE) VT •� (SEE SCHEDULE FOR SPACING) POURED CONCRETE 1 POURED CONCRETE 1 R£OUIRFO 1 • I I' I REQUIRED fO I 1 EO• , I , I -- T POURED I I ORRCONITREIf tj I 1 o jALrERNATE I 1 BLOCK WALL W I I I LEC LO onG7T/ON ; i � REQUIRED i I 1 I 4 Ct. I S Cont. I I -21 01 i/,fb• I i i h i I w 1 I I x 3/1a o.a- NU ®ra• I 1 I N I I I h y I I I�i 1 1, AR,. SEPAR4R0N I Z I 7 1' MIn. SEPARATION I , TO CUSS 11' Mln. SEPARATION TO GLASS I 1 tj I F+ TO CUSS d3 iiYU i I I 4zq I i I I §4 t I i e V1 I 1 71�8• x JfJ2• W I I V41NC NUT ® 2 STUD 11/4" 0-20BOx I I 7 2 I EVERY 1 718" L/J2• I I I 1 i g I O f2' O. C. I WINO ON ® I POURED I Cont. I I 112` O- C- I I CONCRETE o I OR CONCRETE I Lj I 1. 125' i I o BLOCK WALL W 1 �' I T COnf. I REQUIRED I q 1 i I I POURED CONCRETE 1 1 7 REQUIREDPOURED REWIRED CONCRETE ANCHORS E D. CONCRETE ANCHORS SOLID SET OR ELCO mate PANELMTE OR S.Q. TAJINS'l (SEE SCHEDULE) (SEE SCHEDULE) £, 0• 0 O2 OR @ W11/40-20 SIDEWALK BOOT OR ® OR ®W/ 1J W/1/4 0-20 TRUSSHEAD BOLT + + CEILING & FLOOD MOUNTING (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D Al.) -0 INSTALLATION - SECTION 6 INSTALLATION - SECTION 7 - SECTION 8 SCALE : 7/2' a I" 7/8° x J/J2' SCALE ; f/2' 1° SCALE : 1/2' - 1" VIN C NUT EVERY STUD a I2"a C. h� 1. 175" POURED CONCRETE / REWIRED 1L JI E.1 ANCHORS (SE 7£ (SEE SCNEDVCE) BUILD -OUT & FLOOR MOUNTING l"'STALLATION -SECTION 5 SCALE : 1/2' - 1 E O. EDGE DISTANCE (SEE SCHEDULE ON SHEETS 9 & 10 & 71) NOTE FOR COMBINATION OF SECTIONS WALL/FLOOR/CEIUNC MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. F.B.C. (Non High Velocity Hurricane SOLID SET OR ELCO mole PANELMATE OR S.G. TAPCONS a 12 OR 72 W/1/410-20 SIDEWALK BOLT OR Q OR 12gW/ 1J W/1/4"0-20 TRUSSH£AD BOLT + + (SEE SCHEDULE FOR SPACING) POURED L4 CONCRETE — REQUIRED I 1 I I" Min. SEPARATION TO GLASS I I I I I I I I 7/8' 0 x J/J2" I WING NUT ®— EVERY STUD 0 12" O. C. POURED o CONCRETE w OR CONCRETE BLOCK WALL REQUIRED CONCREE ANCHORS f (SEE SCHEDULE) Cont. '7/8"0 x J/J2" WING NUTS 0 12' O. C. AT PANELMATES OR S.G. TAPCGNS � N W I i=il J I ❑J❑ I z 1 y I W ti 1 I Z 1 1 y I I I 1 4 I ! o I � i I I I 1 i 1 1 1 � o 1 N � WALL MOUNTING INSTALLATION SECTION 9 SCALE: 1/2" = I" CONCRETE ANCHORS E. 0. (SEE SCHEDULE)\ POURED \Y l CONCRETE I I REQUIRED I-- EQ. EQ. —i Cont. I I � 7/8" D x 3/J2' 1 I I I I ' I I I I WNG NUT B I I 1 EVERY STUD I I ® 12' 0. C. I I I I 0-4I I I I I 1 Cont. I I I ALTERNATE LEG —LOCARON , I •i N E. D. = EDGE DISTANCE y (SEE SCHEDULE ON SHEETS 9 & 10 & 11) 4i J NOTE FOR COMBINATION OF SECTIONS U W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2 Li SIDE WALK BOLTS ARE SCREW WILENG H HEAD THICK 4 AS PER NOTES A.2 & B.2 (SHEET 1) o TRUSS HEAD BOLTS ARE 1/�2 0x1/al-HICK g HEAD 1,01CHINE SCREW WJLENGTH AS PER NOTES A.2 & B.2 (SHEET 1) I "� I 17 POURED I I I CONCRETE I I L l REQUIRED —y J CONCRETE ANCHORS l (SEE SCHEDULE) E. 0. CEILING & FLOOR MOUNTING INSTALLATION SECTION iO SCALE : 1/2" - T' ._... .t 02008VOEM.rsc Z. 11LIECOm TIWT TES71NO k ENGINEEFING c - Y. JE1R f4. 11. t-]30 NrtG4Y VAOEtL' SfosMlIsw EDGE OF SLAB IF APPLICABLE F.B.C. (Non High Velocity Hurricane Zone) AOVACENr INTERIORLY ADJACENT PANEL REMOVABLE PANEL STORM PANEL 1/4" Max. CAP GAP SECTION B-B SCALE : 1 1/2' = I' 8 (BOTT) 12A,12B 8 (BOTT) o- 1/4 =20x 1' S.S. AOlACENT SIDEWALK BOLTS. PANEL W/ 7/8' X 1/32" INTERIORLY YANG NUTS AT REMOVABLE ADACEM OVERLAP STORM PANEL PANEL I i I f II I I II i I i I B 8 (BOTT) 12A,12B y B (BOTT) INTERIORLY REMOVABLE STORM PANEL PARTIAL -ELEVATION SCALE. 1 1/2" - 1' AT 6" O.C. . f �. I�1•• EN£fRA ONWTOSEX EXISTING IYCOD EARED CONCRETE ANCHORS 0 N 2° POURED Ld CONCRETE ANY OTHERREOWRFDkDR 70P TRACK �•e,•..f",; - I 2 TOP TRACK 1/4"-20xf' S.S. WOOD HEADER C"nt SIDEWALK BOLTS REQUIRED W/ 7/8' X 3/J2' WTNC NUTS AT I 1 1 OVERLAP I A`t � AI IIU I J y 1/4'-20x1' S.S. ?a SIDEWALK BOLTS 7/8' x J/J2' W/ 7/8' X J/J2' I' Min. SEPARATION 4 WIND NU 75 AT 1' IDA SLPARAUO.N WING NUT ® o TO CLASS >t OVERLAP TO CLAW EVERY STUD 2 1 $ 1 POURED I / { o L�'•. • ••. IdCONCRETE BLOCK WALL OR CONCRE'.I Id 7/B' x J/J2' REOL4R£D I+i I I W£VER .,ul � ® 12" O. C. * �y��Z.-I L___�PLATEREOD. 1/4'0 ELCO PAN£LMA7ES SOLID SET OR S.0 TAPCONS i OR SC, TAPCONS W/ 2- A41N. OR PANELMATES ANCHORS •PENETRATION AT MIDiwDIN ® S' O.C. ATADJACENT OF PLA>E ®6` O.C. PANELS 0 ALI/ACENT PANELS WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE ` 1/2' - ' SECTION 12B SCALE : 1/2' . I' INTERIORLY REMOVABLE STORM PANEL SECTIONS MAX. DESIGN LOAD = +50.0, -50.0 p.s.f. ��� 6[ .`•S or �Y y_ moo F.B.C. (Non High Velocity Hurricane Zone) 02008 TILT = Inc. i' It EC O �Nc. TILUT TESTING h ENGINEERING COUPANY aeT. 5�. R.. JDl. N`m4 6utxxA G y160 _"• : (Igjell-t?]0 . (WI6T1-161i Ell-GGG6719 WALTER A 7`LLIT Jr., P.C. FLGWM Uc. A4167 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) DRAWN Rr EASTERN SUPPLY, INC 68 WEST ROADS DRIVE WEST PALV fti7CH, FL J3407 PHONE (361)10➢-876l, FAL• (l6TJB41-17:6 a''A".. 08- rQ6 DRAWING No �Umcw un v. MmvtRN I aR of-uc I I= 6NEET 7 OF 17 LI SO tlB 133N5 ° r Wr-lD pw I L91Yf 1n111 '°!7 t'y pil '3'd f O B317YM nn .(1, /�a{ESr•.^ oN DN1MY80 aw awenwo �'+w uw mwrveew a •M 61L90-B3 I[6,-IL6I[967 : m! 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N/A 12- N/A r2' WA WA N/A 7 MGM—) WA WA 12"4 12'a 12-a 12'a 12'- 12' 12-` B (Top), NAA WA 12'' 12'• 12"I 12- 12'' 12'a !ra 12.. B (6070N)' WA WA Ira 12'• 12.- 12`. 12"4 12'. 12.• 12-a 9 (TMJ• 12' 7- 12, 12' tr W 12' 12, 12' 12' 9 (Gomm) 9' NIA f1 1/2" NIA it WA 12' NIA N/A WA 10 (i0P) g• NIA 8' N/A 6" WA 6- WA WA' N/A 10 (60rr0Y) g' N/A D- N/A H' NIA 9' NIA 9` N/A 114 (711P) 9' 9' 9- 9' 9" 9. 9' 0' 9- 9- 1f (BOT7ON) 6• NIA 6- N/A 6' NIA 6" NIA 6" N/A 13 (TOP) 6- NIA 1 6• N/A 6' NIA 6" N/A 6' NIA I (60TR7Y) a US£ 6' OC MR PANEL LENOM UTTER THAN to' - 0' AND USE 12- OC AS SHOWN ON SCHEDULE FOR PANELS LENGTH; EOUAL OR SNORTER TAW 10' - 0 ANCOORS LEGEND ANCHOR nP£ SRn. a6KYlOR SPACOPG TAPCON (REWIAR OR SG.) PANE1414TE OR AmaLW,- rz%s J' E D. - EDGE 01STANCE SOLID SEr I J- `• :� °3 �' �: __ • 16.LJT TESrWO 4 ENGINEERING COMPANY (xsHT:_Ins1 Gww n. ]]sae F.B.C. (Non High Velocity Hurriccne Zone) 050" BERTHA ALUMINUM STORM PANEL N.C.Y./R.C. (2.00" DEEP) ORAWN Br.• EASTERN METAL SUPPLY, INC OJ/12108 4296 BEST ROODS ORNE WEST PAW BGCH. fL J3407 PHONE.. (56:)209-826J. FAX..- (561)6df-1Y16 06-146 f.4ltlD19 n AV. ea I -- I ent . mA1NNG NP fxe oe-14I /I ] BNELT 9 Or 17 : J/J2 VUT STUD O. C. C INCS & FLOOR YOUNTING INSTALLATION — SECTION 13 SCALE : 1/2' _ ,• F D. s EDGE DISTANCE (SEE SCkEDULE ON SN£ET5 9.10 h i 1) NOTE FOR COMBINATION OF SECTIONS WALL/FLOOP/CEIUNG MOUNIING SECTIONS CAN BE COMBINED M ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE CUT PANEL OR CONCRETE BLOCK WALL REQUIRED M� -I � CONCRETE ANCHORS 012'0 . C. 2' r 4' X .125 6105-H14 OR 6063-11 ALLOY Cont. AIUM. ANGLE CASE A (Plan) SCALE' 1/4" - 1" POUREO CONCRETE — OR CONCRETE BLOCX WALL REOUIREO 1-2.500' CONCRETE ANCHORS 9 12' 0. C. 1 1.000' 2" X 2" X .055' TO ALTERNATE LEG LOCATION 2', 5' X .OW' Cont. Alum. ANGLE OR .080' 3105-H754 SHEET METAL Alum. BENT PLATE CASE C (Plan) SCALE, 114 - 1' 2' X H' X .093' 3105 H-14 OR WITH -TB ALLOY Cont. Al— ANGLE WITH ANCHORS ® 1 C. HALF PANEL 1/4• CAP i 'XS (TYP) CASE D (P/an,� SCALE: 1/4" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL RFOUIREO 4H- 1 114'0 BOLT 4' X .072" 0OR 1!' O. C 310 4 6I63-T6 ALLOY 2 W/.WCKNUT Cont. Alum. ANGLE CASE B(Plan) CASE E (Plan) SCALE- 1/4" = 1" END CLOSURES DETAILS SCALE: 114" = 1" - �a'V:. F.B.C. (Non High Velocity Hurricane Zone) �Vh80�: '}' 02008 WLTECO, ING 0.050" BERTHA ALUMINUM STORM PANEL M.C.Y./R.E. (2.00" DEEP) DRAWN Br. EASTERN METAL SUPPLY, INC DE/v �oB r. 126E WEST RLF "��} =4*:. �f ��:•i;,< .' 11LL1T TESTING k ENGINEERING COMPANY J34 WFET PALM 263.BEACH, , JJ1 ed PHONE.• (161)108-B2dJ, FAX.• (561)8l1-1T16 08- Yr,�` ' Q'^ `' . NBS x uu 5t. sla 5°,. vmexi° owodA tt. .STree • r (,5s15>EB �OOOfi71B (Mfjd>t-715� M+. d, V N. 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THREADED PENETRATiD.Y TO ExSTrNG WOO° HEADER. (SEE SCHEDDLE) _ 1250' LIZ5'I _1. 1 I I g I I I I 1 I I 1 1 1 I I I I I i I 1�N 1 I N w I N I GX I I I I � I I I I I I I I I I 1 I I a 1 I I 1 1 I I I I I I I .500' `%41 et/Tp NH THREADED PENEM77ON O UMWDTH OF P[AIE. (SEE SCHEDULE) ALTERNATIVE 2 SCN.E : f/2' - I" OPTION .F1 ALTERNATIVE 3A OPTION A2 ALTERNATIVE 3A TA1 I I I 1 I - MIn. SEPARATION 1 TO CLASS 1 7/+' 9-20 r J/f• I I I 1 S.S. BOLTS W/ 7/8" r 1 1 I I I I 1 8 I N 2' 1 I Min. i 1 - I i 1 I I WOOD HEADER j KW+ ♦_il REQUIRED I TWRx N 1�S I I I To CLASS S l0 CLASS I i � I I 1 I I 4 I � 1/4' r rAPCON3 W/I r/2' MIN. THREADEO PENSERAT/ON TO EX/STING GOD HEADER, (SG SCHEDULE) v+iti I I �JIOPEN MS/7DN +) �J� 1/e o rAPcoNs THREADED OF PLATE ( O MCW/DUL OF P1ATE. 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'� TIWT TESTING R ENDINEERINO COMPANY WCST -- PALM BEACH, X. JJ18 SCALE : 1/2 1 J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BF SOUTHERN r.1 I •y' - y �� n1s new. v" se. wa, Wwe+cHw[r/s, n. Jale6 PHONC: (561)7D9-876J, FAX. (SLI)B+f-1715 08-146 PIKE PI°, 2, W/ SPEGRC DENSITY OF 0.55 OR EQUAL. ,�^ - °"On' L I611-'1J0 • rd' L—)a 1-laT1 u.. ea u[Amno. Olt aer�na o.n alAWNG N. �i�y�L EB-DOL 1719 ry YnM1 e �_ WAt a U 'LUUI1 " - WAFTER A. U f , i P.E. 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C. REOUIR£D PANEL MATES OR S.G. .: TAPCONS W/ 2" M+n. THRFAOED PENETRATION TO EXISTING WO09 HEADER. (SEE SCHEDULE) EO 7/B0 x 3/32"IWING ;REQUIRRED NUTS (9 12" C.C.1/40 x 3/4" !TW/BUILTEKSCREWS ®6" O.C. I I 4 Cont. I I i I I I I I 1 W I I 1" Mln. ---SEPARAMN I j II 1" Min. I I I SEPARATION I I 7o cuss i I TO GLASS I I (n I I i I W I i I I I I I I I n A L TERNA TI VE 1 OA I I I I 7/5" P r J/J2- WNG NUT O SCALE., 1/2" = 1" I LVERY STUD W (IJ.MITED TO 4-60.0. —66.0 p.s.f. DESIGN LOAD I I I I AND UP TO 9'-0" Max. PANEL LENGTH) j I l I I i k i I I i I I I I I i i I 7/8"0 x 3/J2" I I j I I i W'NG NUT ® I I I 1 I EVERY STUD I I O k N 0 12" 0. C. i I I I I 11 I 1 I 2" x 6" I II I Cont. i I WOOD DECK REQUIRED 10 i I —{ 1 OOQ" I M!K (NO FINISH ALLOWED) I 1 " x 4" x 1/8. Min. (605J—T6) Alum. TUBE W/ (J) 5/16" A x 4" LAG SCREWS TO EACH JOIST. LOCATE SCREW AT MIDWIDTH OF EXISTING WOOD MEMBER (2" Min. NOMINAL WIDTH) W/ 2" Min. .� THREADED a PENETRATION. r 41 0 U H W c29 e a NOTES 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SC14FOULE ON SHEET 16 & I Z J. FOR NEW WOOD FRAME CONSTRUCTION; WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2" x 4" PLATEi Cont. REQU, IRED " V�\\ 7/4"1 m TAPCONS W/ 7/2 Min. 5� THREADED PENETRATION ® MIDWIDTH OF PLATE. (SEE SCHEDULE) J G 1/d" 0 TAP.Cyt� 's�,}•. F.B.C. (Non High Velocity Hurricane Zone) AL TERNA TI VE 9 AL TERNA TI VE 02008 K= IMC. 10 (SEES 0.050" BERTHA ALUMINUM STORM PANEL (2.00" DEEP) k.CY./x.E. orrplrN an " SCALE : 1/2" = 1 SCALE : 1/2" = 1 " cb'w • A. Y �I / `� EASTERN METAL SUPPLY, INC 051II108 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS b � ® 1 M C , IL E !r�', ' TILUT TESTINO h ENGINECRINO COMPANY t � s. �� :r -':`^ V !]!f M.W. ]Rn et.5b. TOS. YAGMa %R - n. ]]IaF 41[d KSr ROADS ORtYE RE67 PAW 9FACH, n_ J3407 . PHONE: (361)209-e26l. FAx' (361IBf!-f]I6 ar. OB-1d6 1 ,• — : (]AW"traw . Fa. -(]mNfr .1 ' ER-0006719 •, waonm art m. .. OIWRIAG No ]1� WALTER A. TILLR Jr., P.E. Z. FLORIDA Lk. 44167 I]VO - SHEET 14 Oi I7 •Lip: 1 1 7/8" Min. �" 2- 'ENErRA770N l I Nax. C VffA'ER 1/4'08" ELCO male PANELMATc' NAS ANCHORS OR 1/4 0 TAPCONS (SEE SCHEDULE). 250' -T `--T 3 Lt I. 2g �l th iJ 9°W 4- EXISTING BRICK V£ENER 1/410x8" FLCO male PANELVATE 7-7r rVAS ANCHORS OR 1/4 0 TAPCONS 7 J 1 (SEE SCHEDULE). ornoN az ALTERNATIVE 11A NOTES: m1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WIND LOADS AND PANELS LENC77iS AS PER SCHEDULES ON SHEET 2 (,EXCEPT AS NOTED) F 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. w 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECRONS CAN BE COMBINED IN ANY WAY TO SUIT ANY IN37ALfA00N. 2' x 4' S7U05 (Can(. 76" O,C. Max, R£O'0 EXISTING Min. 1/2" PLYWOOD EXISTING 8" ELCO mote PANELMA7E k£Ob (NPI W/ FASTENMG BRICK SILL �O2D',CHORS'OR I/4a 7APCON UDSAS PER /8 x (SEE SCH£OULE) TO EXISTING PLYWOOD. SEC770M 2304 OF THE 3/32" W14G NUT fLORID4 BUILDING CODE. 0 12' O. C. ALTERNATIVE f 1 BUILD -OUT INSTALLATION SCALE r 1/2' o I' VALID FOR Max. +50.0, —60.0 p.s.f. DESIGN LOAD, FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.S.f., FOR PANEL LENGTHS GREATER THAN 76" UP TO 108' INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 150 " m 3�1 F.B.C. (Non High Velocity Hurricane Zone) �"Y''� -•b 6 p � `•Y �( oaDOe TxrECD, wa 0.050" BERTHA ALUMINUM STORM PANEL u.c.v./x.E. DEEP) .(2.00N 05/12106 O EASTERN METAL SUPPLY, INC DATE ` • IL E C I>N C, 4268 WESr ROADS ORA'E - - `M - •b:', t - • ',1:.�! YLUT TESTING h ENGINEERING COMPANY ¢!!! N.M. )ah !L. !h !Oi NRON� TAnmS rt vlp6 WEST PALM BSACR, FLJ3.07 PHONE.* (361)209-8263, fAK (560541-1716 DB-14B y •�� am, : twa)ml-u!o . •a.: (rmlarin6l, EB-OOObT19 yN u �1 m: DR4N'1NC NO 1 WPLTEi1 A TILLIT Jr : P.E. tt0 a•-1d rr r SNER 14A OF 17 /s' m TAPCO14S ITV ' M/N. THREADED • • • PENETRATION TO EYMINC WOOD NFADER. t— 1/4- 0-20 S. S. LWCHUVE (SEE SCHEDVLEJ BOLT Y// NUT a WASHER ' 7/8'x J/JT' ( g �8 Cont. 1•� WING NUT O EVERY STUD m 71' O. C. O •i : Y,. Cant 1 WOW HEADER I j i 1 REOWRED 1 I I I I 1 I I 7' Mm. SEPARATION — I To GLASS 1 I I I I h u 1 I I 1 1 I I z J/Ja ' i a 1 N O !a- 0. C. 12' I 1 2 X 6 WOOD j DECK RE00. 1 1 / 1 11410 TAPCONS W/ 1 1/2' MIN, THREADED PENETRATION (SEE SCHEDULE) ALTERNATIVE 13 SCALE : 1/2' - I NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR DESIGN WAND LOADS AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 2. SEE ANCHOR SCHEDULE ON SHEET 16 dr 17. 3. FOR NEW W000 FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EOUAL. NOTE FOR C061BWA770M OF SECTIONS WALL MOUNONG SEC77OMS CAN BE CO4yBR4£D iN ANY WAY TO SUIT ANY INSTALLATION, MO. SVARAnON_ TO GLASS 1/4' 0-20 x J/J2�LNG 12' 0. C, IS 2',4' IVOCD 7' PLATE REO'D. I ti Wit' p 1 1 7/4"m TAPCONS, 1/4'm 1 S.C. rAPCONS OR 11410TEXISI?NG 1 PANEL MATES W/ FULLOR 6 Cont. THREADED PENETRATION PLYWOOD. (SEE SCHED Ulm 1/2- PLYWOOD (TIP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE FLORIDA BUILDING CODE. ALTERNATIVE I SCALE : I/2- - 1- * VALID FOR Max. +50.0, —60.0 p.s.f. DESIGN LOAD, FOR UP TO 78" PANELS LENGTHS, AND FOR +50.0, —50.0 p.s.f., FOR PANEL LENGTHS GREATER THAN 78" UP TO 108" F.B.C. (Non High Velocity Hurricane AuxlMUV P£5(GN LOAD W (Ri•/•) W= FASTENERS API"IB E ro AMWIR7N0 J @ ANY [YINBLWR(M' OF TN£Y IANYIYLW PANG IF1GlN 1' (a) RLGVLMR TAP00N5 S.C.TAPCQ4 nYP1NM1Tr AWRYITE 1VA7 12' WA N/A I (TOP) 12• NIA NIA 1 (80170M) 12' WA WA 2 (TOP) g= NIA NIA 2 (BOTTOM) g^ NIA NIA JA (TOP) g' NIA NIA J (BOTTOM) 12' NIA NIA 4 (TOP) 12' NIA NIA 4 (BO77OM) 9• NIA NIA 54 (TOP) g" NIA NIA 5 (80770M) 9" NIA NIA 6 (BOTTOM) 440.p, -40.0 e 112' NIA NIA 7 (BOTTOM) BUR' OR LESS ,N/A 12, 12' B (TOP) LESS /VIA 12' 12" 6 'Bo rom) NIA 12' 12' 9 (TOP) 12' NIA NIA 9 Mom") 6' NIA NIA 10 (BOTTOM) 9' NIA 9' IAA (TOP) 4' NIA 4' I7 (BOTTOM) 6" NIA NIA 1J (TOP) 6' NIA NIA I 1J (80TTOM) 4' 4" 4" 14 (BOTTOM) f1AYPluN 0£SGM LOM M, (P•l� MD00 r411ENFR7 APPUGI4LE ro ALTFCo.& E5 / & Q'1M81N1T10N OF nrEN AL12dlUY PANG LENCM i' (fl.) REGULAR TAf•CORr SGTIPLON FA . v a+urE NAs 12' N/A NIA 1 (TOP) )2" NIA N/A 1 (BOTTOM) 12' NIA AVIA 2 (TOP) g• NIA NIA 2 (BOTTOM) g• N/A N/A JA (70P) g' NIA N/A J (BOTTOM) 12• NIA WA 4 (TOP) 12' NIA AIA 4 (BOTTOM) g• NIA NIA 54 (TOP) 440.0, -40.0 5 1/2' NIA NIA S (BOTTOM) UP TO 5 1/2' NIA NIA 5 (BOTTOM) 5 ' NIA N/A 7 (601TOM) OR LESS NIA 12. 12' 8 (TOP) • 1J'-0' • NIA 12' ' 12, • B (BORON) WA 12" • 12' • 9 (TOP) 12' NIA NIA 9 (BOTTOM) 5 1/2' NIA NIA 10 (BOTTOM) 9' N/A 9' 11A (TOP) 4' •• NIA 4' •• 11 (BOTTOM) 6' NIA NIA iS (TOP) 5 1/2. NIA NIA 1J (BOTTOM) Q• •. 4' a 1 4' •• 14 (80nVM)•• USE 6' CC SPACING FOR PANEL LENGTHS LARGER THAN 10' - O' AND USE 12' OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - 0' - VALID ONLY FOR UP TO 108` PANELS LENGTHS. OES.GN LOAD W000 FAr/EA'ERS ALMWAr7£ l0 AL7ERVNr/12S J k Ay roYBbY1nON OF THEY LowU PAYEL iENCTN v (A.) REGULAR TAPCONS SGUPCON nIRBI(NRr Gp PX4L1AlME NAJ 12' N/A NIA i (TOP) 12' N/A N/A I (BOTTOM) 12, NIA NIA 2 (TOP) g• NIA NIA 2 (80770M) 9 NIA NIA JA (TOP) g' NIA N/A J (BOTTOM) 12• NIA WA 4 (TOP) 12' NIA NIA 4 (BOTTOM) 9• NIA NIA SA (TOP) B• NIA N/A 5 (BOTTOM) 8' NIA NIA 6 (60rIOA) a 40.0, -40.0 5 112' NIA N/A 7 (BOTTOM) B'-0" UP 7O "0.01 -60.0 NIA 12' 12' 8 (TOP) OR LESS NIA 12` 12' 6 (BOTTOM) NIA 12' 12' 9 (TOP) 12' NIA NIA 9 (BOrn7M) 8• NIA WA 10 (BOTTOM) 9' NIA 9' 11A (TOP) 4' . NIA Q• • 11 (80rTOM) • E` NIA NIA :J (TOP) 6' N/A NIA 1J (BOTTOM) 4• • 4' • 4' • 14 (B0r7OM) VALID ONLY FOR UP TO ♦50.0. -60.0 P.r.L DESIGN LOAD WITH 78' MAT. PANEL LENGTHS OR FOR UP TO +50.0, -50.0 P.s.1. DESIGN LOAD MH 96' IV— PANEL LENGTHS. F.B.C. (Non High Velocity Hurricane Zone) AM291J M DFSIGA PRESSURE RATING "W" (D s f) AND CORRESPpNDING MAXIMUM ANCHOR SPACING SCFIEDUIE FOR INSTALLATIONS INTO WOOD FRAME RUILI11NG5MAVIWLAW ,g APIA NIA 6A (TOP) xoo UP a USE 6" OC SPACING FOR PANEL LENGTHS LARGER rHAN 10' - 0" AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENOTNS EQUAL OR SNORTER THAN to' - 0" as VALID ONLY FOR UP, TO +50.0, -50.0 p.a.f. DESIGN LOAD W17H 106" Max. PANEL LENGTHS. :"'w-' =• l al : - F.B.C. (Non High Velocity Hurricane Zone) 2. 02008 MTELT7, INC. 0.050" BERTHA ALUMINUM STORM PANEL M.D.Y./R.E. (2.00" DEEP) ORAWW er. ==�=a �'' = EASTERN METAL SUPPLY, INC °'�A';08 .'•�'�'`{� /^► 1 L E V O S K 6. 4268 WEST ROADS DRNE �'i • '.�5 y �. a ` o���� 71L11T TESTING k ENO7NEERINO COMPANY •� 'L WFST PAW BGGd FL JJ407 PHONE.• (561)2OB-B26J, FAX.- (561)B4f-1716 08—l4s 6SSf N.s'. SEN. 9t. Rf. fAl.GWDa15, Pnen.: fJOA)D%I-+s7o . fa : 47eA)nl-:Eaf R. 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REDUWt VAl7NE SGS7PLLN vA�Arzs nW£UNIE IYAf 72' N/A NIA f (70P) tZ• N/A N/A 1 (BORON) t2' N/A N/A 2 (TOPJ t2' N/A N/A 2 (BOTTOM) 1Z" N/A N/A .N (TOP) 7T' N/A N/A J (BORON) 12' N/A N/A 4 (70P) f2' N/A N/A 4 (80ROM) f2° N/A N/A 51 (TOP) A. N/A N/A 5 (BOTTOM) 4" N/A N/A B (BOTTOM) +40.0. -40.0 +60.0, 60.0 3 }/2' N/A N/A 7 (807101y >8�-0' UP TD f2,_6• N/A I2' • B' . B (TOP) N/A 12' 6' • 8 (BOTTOM) N/A }2• @• 9 (TOP) 12' N/A N/A 9 (BORON) 4" N/A NIA 10 (BOTTOLLJ 72' N/A IO 7/S• IAA (top) G' •• N/A 4' •e 11 (BORON) f2' N/A N/A 1J (TOP) 4° N/A N/A U (BORON) q• .. q• •. q• .. 14 (BORON) DESIGN LOLO W (Y"•"/•) 1N000 fA6/FNFRS APPLIfABLE TO ALRRNAR4F5 & ANr 417N6/NAT N OF THEM WU7dNM PANEL LFJ�OM t' (TL) REGUlM TAPCONS 6.GLiPCGJ Pµ,�� 4P PM2IMAR fVAY @ 1/2" N/A N/A f (TOP) g• N/A N/A 1 (BOTTOM) g- MIA N/A 2 (TOP) g• N/A N/A 2 (BOTTOM) @• N/A N/A JA (TOP) g• N/A N/A J (BOTTOM) g• N/A N/A 4 (TOP) g• N/A N/A 4 (BORON) 3' N/A N/A S (BOTTOM) J. N/A N/A 6 (BORON) +90.0, -90.0 J' N/A N/A 7 (BOTTOM) 7'-0' OR UP TO +tO0.0, -lJ0.0 N/A f2' 6' B (TOP) LESS N/A f2' 6' B (BORON) g' N/A N/A 9 (BOTTOM) j' N/A N/A (BOTTOM) 5"N/AItoN/AN/AN/A[to f (BOTTOM) 6' N/A N/A 1J (TOP) J' N/A N/A !J (BORON) !J/A N/A N/A (4 (BORON)