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Home My WebLink AboutProduct Approval `. ,Florida Building Code Online RECEIVED OCT 14 Page 1 of 2 t c Iii-� N or. i't r 'Ty ;, t�f`')�!(;x;%iy�„��;.iiCr, ;'.•• a r � +1' I -.4 I f ''�-R's '��!+L{/ �'� _I l� � Ill �EF..�: sj�'.�:- :s. t.'y,•-. r;! �f".5->•L� :, L!'-`.�� h�:,-7. i f.`'+! `} i� N 2 ti ,Lrt. �.1�r,l�gy�s.-�,�`1i 3f. �.'�(o r--C�o�.��? fo�:-1a�7 a:Ci't�y a� � •' t � Ir `�.�,��'J(jl�.}I, t".!.:fJ}'c_r. �_ rr'{�;cnii:(f'1riil°:}(�t l ..f i f x- i iL•. Florida Depanment. SCIS Home I Log In I User Registration I Hot Topics Submit Surcharge I Stats&Facts I Publications I FBC Staff SCIS Site Map i Links I search I Businessn ) OUSER: aucPublicApprovalProfessiora) l User Regulation19=HPMR1W;?,MMAM �C Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL15076-R3 '• Application Type Revision Code Version 2014 Application Status Approved E Comments Archived C Product Manufacturer Global Protection Products, LLC. Address/Phone/Email 4800 SW 51st Street#100 Davie, FL 33314 (954)689-7545 tim.robinson@gppent.com Authorized Signature Tim Robinson tim.robinson@gppent.com Technical Representative Tim Robinson Address/Phone/Email 4800 SW 51st Street Davie, FL 33314-5537 (954)689-7545 tim.robinson@gppent.com Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 0 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit Jr., P.E. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John W. Knezevich, PE C Validation Checklist- Hardcopy Received Certificate of Independence FL15076 R3 COI GLOBAL PROTECT. PRODUCTS C.I. DRWG.15- 021.odf FL15076 R3 COI GLOBAL PROTECT. PRODUCTS C.I. DRWG.15- 022.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-330 2002 SSTD 12 1999 TAS 201/202/203 1994 Slorida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/24/2015 Date Validated 05/06/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/23/2015 Summary of Products FL# IlModel,Number or Name Description 15076.1 20 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or Panels/HVHZ not by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL15076 R3 II GLOBAL PROTECT. ! Approved for use outside HVHZ:Yes PRODUCTS DRWG.15-021.odf Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E.PE-44167 i Design Pressure: N/A Created by Independent Third Party:Yes j Other: Large missile impact resistant with Maximum Evaluation Reports ,span of 12-4"for+or-43.8 p.s.f.ASD Design load for FL15076 R3 AE GLOBAL PROTECT. regular panels(see sheet 8&10).Maximum span is 8'- PRODUCTS P.E.R. DRWG.15-021.Ddf 8"for life safety panel and 5'-10"for E-Z hung panels. Created by Independent Third Party:Yes 15076.2 24 Gage Galvanized Steel Storm Corrugated Galvanized Steel Storm Panels retained or Panels/NHVHZ not by tracks to provide hurricane protection. ! Limits of Use Installation Instructions Approved for use in HVHZ: No FL15076 R3 II GLOBAL PROTECT. ! Approved for use outside HVHZ:Yes PRODUCTS DRWG.15-022.odf j Impact Resistant:Yes Verified By: Walter A.Tillit Jr., P.E. PE-44167 Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile impact resistant with Maximum Evaluation Reports span of 12'-0"for+or-20 p.s.f.ASD Design load and FL15076 R3 AE GLOBAL PROTECTION i 13'-0"for+or-20 p.s.f.ASD Design load for regular PRODUCTS P.E.R. DRWG. 15-022.0f panels mounted without"h"header respectively.See Created by Independent Third Party:Yes sheets 3, 12&17 of installation drawings for other spans and pressures. sack Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395. .Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® eCfll M3 G•' C Sl'CU.lt'tdlrClUCt , I L I ECO TILLIT TESTIMS & ENGIMEERING COMPANY WALTER A.TILLIT,M,P.E. tilteco@aol.com PRODUCT EVALUATION REPORT FUR License No.44167 FL#15076.2 FL EB.License No.0006719 REPORT NO.: 15-0319.04 DATE: March 19, 2015 PRODUCT CATEGORY: Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 24 Gage Galvanized Steel Storm Panel MANUFACTURER: 'Global Protection Products, LLC 4800 S.W. 51 Street Davie, Florida 33314 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906) to the Global Protection Products, LLC , Rule Chapter No. 61 G20-3, Method 1D of the Florida Department of Business and Professional Regulation. This product is being issued an Evaluation Report as described herein, and has been verified for compliance in accordance with the 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION.DOCUMENT (P.E.D.): Drawing No. 1.5-022, titled "24 GAGE GALVANIZED STEEL STORM PANEL", sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 03/12/2015. This' drawing is an integral part of this Evaluation Report. ; = `1111111'++u�►r,,,,�� \ r ,A/OA ••� 6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 -Phone: (�'Ob�„� .,N ..- ax.(305)871-1531 a PRODUCT RVALUA.TION REPORT NO. 15-0319.04 ? 2.2. TEST REPORTS: Large missile impact load tests were performed under SSTD 12-99 standard as per-section 1609.1.2 of the Florida Building Code. Uniform static loads as per Section 1710.5.3, per ASTM E-330. Test reports prepared by American Testing Lab of South Florida, Report # 0814.01-01 dated 03/11/02 witnessed by William R. Mehner, P.E., Boriz Moroz, P.E. and Henry Hattem, P.E. and Report No. 0219.01-09, dated February 25, 2009, signed and sealed by Edmundo Largaespada, P.E. and Henry Hattem; P.E. Large missile impact and cyclic loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida Building Code. Test Report prepared by American Testing Lab of South Florida, Report No. 1123.01-10, dated November 23, 2010, signed and sealed by Julio E. Gonzalez, P.E. Tensile test report No. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009, signed and sealed by,Frank Grate, P.E, as per ASTM E-8 and Tensile.Test as per QC Metallurgical Report No. 10KM-1318, dated December 1, 2010 signed and sealed by Jerry Jaciofano, P.E. as per ASTM E-8. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 24 Gage Galvanized Steel Storm. Panel for maximum panel length vs. design wind load, as well as maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1604 of the Florida Building Code. Calculations prepared by Tllteco, Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1609.1.2 of the Florida Building Code, as per SSTD 12-99 Standard and TAS 201. 4. WIND LOADS RESISTANCE: 24 Gage Galvanized Steel Storm Panel has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11, 12 and 17. of 18 of Product Evaluation.Document (P.E.D.),Arawing No. 15-022. Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 11, 13 thru 16 and 18 of 18, of Product Evaluation Document (P.E.D.), drawing No. 15-022. 24 Gage Galvanized Steel Storm Panel has been verified for code compliance to work as a non-porous storm shutter assembly, as per SSTD 12-99 Standard. o►►►llliuin/111 i - Ire ,moo:, STATS OF :'*b 7101VAL. `\�,,. PRODUCT EVALUATION REPORT NO. 15-0319.04 3 5. INSTALLATION: Installation shall be perFormed strictly in accordance with details indicated on sheets 3 thru 8, 12 thru 18 of 18, of Product Evaluation Document (P-E.D.), drawing No. 15-022. Minimum separation to glass shall be as indicated on sheets 3, 6, 13, 14, 15, 16 and 18 of 18, of Product Evaluation Document (P-E.D.), drawing No. 15-022. 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated on sheet 1 and 2 of 18, of Product Evaluation Document'(P.E.D.), drawing No. 15- 022 Anchor specifications- shall- be- as indicated on sheet 1 of 18, of Product Evaluation Document(P.E-D.), drawing No. 15-022. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 15-022 prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E. 7.2. Product shall.not be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3.. Product shall only be installed into poured concrete, concrete block, and. wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc. (Florida EB-0006719). `�aQti •�\GEN8, �-�---mac ,fl•. S ATE OF : 41