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Home My WebLink AboutPRODCUT EVALUATION REPORTSCANNED BY St. Lucie County TILLIT TESTING & E111IGINEER10J.8 MoANy- WALTERA.`PILLIT,JR.,P.E. d1iec0@a01:com PPtODUCT EVALUATION• REPORT ' : FEE t;w, ,;; R.EPORT`NO:: 17-072703 DATE July 27 2017 PRODUCT CATEGORY Hurricane Shutteis �V PRODUCTSUB-CATEGORY Accordions. PRODUCT NAME Bertha H V Accofdlon Shutr(Sf H V Blade 1 W/ or W/O HV• n�wade - R �ry SUBMITTED:By, - AmericanShd ter Systems Associaboii,` Inc (ASSA),_ QOkWesiroads'Drive - West Palm Beach; Florida 33407` 1 PURPOSE OF=EVALUATION' This is a Product Evaluation Report Revision lssueii Uy, Walter A Tiliit, Jr.,' P E : '(Syste'041906):to.America6ShutterSystems-Associatton;-jhc_based.on Rule Chapter No.. ti1G20 3, Method -;1 D of the Florida Department .of . Business,and -Professional -R69ulation , This product is being issued ari Evaluation Report:as described herein and has been :verified :for cornplianee fin accordance. with the 2017,,sbdh edition df the Florida Building Gode .and to verify thatat e product is' or the purpose intended, : =at ieast equivalent to that required by the Code. ''_ m ' This Product;Evaluation"Report,sh-,- >sublect fo review an,d revision incase of a Building Code Change,that may.aflect jts=limdations and conditions _., 2. EVIDENCE SUBMITTED_---," r 21. PRODUCT EVALUATION DQCUMENT (P E'D`)- Drawing No. 17-107� (revises dFawing # ,15-085), tiod"`.j�" AGCQRDION SHUTTER SYSTEM", _RV:Blade #h'S/C9,t�1►irulow - Blade- sheets:l thru 20 of 20, prepared by Tiiteco; _lR49. Walter; A.Tillit, Jr 'P E ; dated 07/27/17., This revised�oiir vying 1a an' r4tc al of this Evaluation Re ort:' - p ,. a _N 44167, ?, ! �RID, ON 635$ 9M, 36th Street,'$uite 305, Mtartu; Florida 33166 Phone: (305) 871=1531b "F'ax {305) 8714531 PRODUCT EVALUATION REPORT NO. I7-0727.03 2.2. TEST REPORTS: For HV Blade 1 Large missile impact and cyclic loadings under-ASTM E 1886 and ASTM E 1996 as well as Protocols TAS 201 and 203, as per section T609.1.2 of the Florida Building Code_ Uriiform Static loads in accordance with Protocol TAS -202. Test reports prepared by American Testing Lab (ATL); of South Florida, Reports No. 02144.01-03, 0715.01-03, dated June 27; 2003; and January 21, ' 2Q04 respectively; signed and sealed by William R. 'Mehner, P.E.; and Henry Hatten, P.E.; jointly with ATL reports # 1004.01=05, dated 11116/05, signed and sealed by William R. Mehner, P.E.; # 1214.01-05 dated, 12120/05, signed and sealed by Henry Hattem, P.E: per Protocol TAS 201, 202 and 203 and completed with ATL Report # 0317-02-06, dated on 05/23/06 signed and sealed by William Mehneri P.E. also per Protocols TAS 201, 202 and 203. Tensile tests as per QC Metallurgical Report No.3DM-388. dated May 26, 2003; 11CM-223; dated 03/04/2011, signed and sealed by Frank E. Grate Jr., P.E., as per ASTM E-8, as well as Reports No. 10FM-718, dated June 22, 2010, and Report No, 11CM-223,,'dated 03/04/2011 signed and -sealed by Frank E. Grate Jr.'P.E, as per ASTM E-8. Additionally, Report No., dated 02/11/2011, signed and sealed by Henry Hattem; P.E. and # 1220.01-10, dated February 1, 2011 signed and sealed ;by"Julio 'E; Gonzales P,E. ' qualifying #Tnger Blade 1 with testing of HV Blade 3 (weaker)' for Keystone mountings: For NV Window Blade 1A: Large missile impact and cyciic:loadings under ASTM E-1886`and E 1996, as per section 1609.12 of the Florida Building Code. Uniform Static Loads ;in Accordance with ASTM E-330 per Section 1709.5,2. Test reports prepared by " American Testing Lab of South Florida, Report No. 050501-08' signed and; sealed by William' R. Mehner, P.E., and Henry Hatton, P.E. Testing ;for polycarbonate Bayer Makrolon 3103 for fire burning characteristics;" per section, 2601," 2602, 260.7 and 2614'the Florida Building Code, per ETC._ Laboratories report # ETC707-1095-19015.1, dated 12/14/07, signed and sealed by Joseph LaboraDoldan P.E. Testing for, Polycarbonate Bayer Makrolon 3103 for Weathering/(UV exposure), ,per ASTM G-155 and .ASTM D-638, per section 2613 of the Florida' Building Code, per ETC,Laboratories report # ETC-07-1095-19015.1, dated 12/.14/07, signed and sealed by Joseph_Labora Doldan P,E. Tensile test as per QC Metallurgical'Report.No. 8GM-693, q Y.1111y 21, 2008; signed and sealed by Frank Grate, P.E., as per ASTM E $ p1j° 2 MCA A. rl Qualifications for Sabic. Innovative Plastic Pol "" e• H• .1 103, y e"quivalent as per letter issued.by Sabic, date 7/17(086ddrggse3�t� iettal Supply Inc. to approved # 9034 sheet grade with am i;'Da� 941tl /k{iproYal P PRODUCT EVALUATION REPORT NO. 17-6117 63 addressing the burning characteristics weathering and structural (mechanical) properties. . 2:3. STRUCTURAL ENGINEERING CALCULATIONS` On .Bertha, H.V. Accordion Shutter System for maximum shutter span vs. design Wind load; as well as maximum anchor spacing vs. design wind load and shutter span based' on rational and comparativeanalysis, and in accordance with section "1604 of the Florida Building Code. Calculations prepared by Tilted o, Inc., dated' July 31, 20061 May 23, 2008, July 1, 2.010, -'October 27, 2011 and August 8, 2al1, signed and sealedby 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 ASTM E 1886 and ASTM E 1996, as well as Protocol TAS 201 (for Blade 1 and HV blade 1 qualified thru HV3 Blade, Weaker Blade. For Keystone Mounting) And per ASTM E 1886 and E 1996 (for Blade 1A). 4. WIND LOADS RESISTANCE: Accordion ,Shutter, .System has been verified to .sustain wind pressures. Maximum Shutter "Span for HV Blade-1 shall be as indicated on- sheets 11 8, 20. of Product Evaluation Document (P.E.D.), Drawing'No,, 17=107 at detail "M" on, sheet,7 (for Keystone, Mountain "M"), 20' (for metals studs) and 12, 13, 14, 15 of 20 oi-Product, Evaluation Document (P.E.D.),, Drawing No 17-10Z-Maximum shutter Span- and 'anchor spacing,for Window Blade 1A shall be as'; ndicated on sheet'19 of drawing No.,17-107. Accordion.Shuder'System with HV Blades 1 and 1A has been verified for code compliance to work as anon -porous storm shutter assembly, per.section 3.3.2.7 of ASTM E 1996 Standard. 5. INSTALLATION: For HV Blade 1 shall be performed strictly in accordance with 'the details indicated on sheets 5, 6, 7, 8,, 9; 10, 16, 17, -18, 19 .and 20 of 26 of Product Evaluation Document (P.E.D.), drawing No, 17-107. Minimum separation to glass shall be as indicated on sheets 11 of 20. of Product Evaluation- Document (P.E.D.), drawing; No: 17-10Z ;Requirements for -use of locks and locking'rods - shall tie as indicated on Notes 5 of 20 and notes 10 on'sheet 1 of 20-of Product Evaluation Document (P.E.D.), drawing No. 17-107. The HV Blade working in unison,with HV Blade 1Ashall be,poafcarlrle�l�strictly in accordance with Limitations included on sheet 19 gf0l't�yArt ��—47-107. Minimum separation to.,glass shall be as indicated ogti'sL 17-107 A% ,• �AtNSr •. o NO .44161 PRODUCT EVALUATION RF,PORTNO. 17=072703 - 4 Shall be strictly in accordance with General Notes and Components indicated on " sheets 1 through 4 of 20 of Product EvaluationDocumen't (P.E.D.),.drawmg No. 174& ,Anchor spo6fcations for HV Blade 1 shalt'be as indicated on,sheets 13 15 and 20 of 20 of Product Evaluation pocunient (P.E.D.), thawing No. 17467. 7.-LIMITATIONS AND'CONDITIONS OF USE: 7.1s Shall be'strictly In compliance with General Notes -No, 1, 2, 9, 10,' 1'1 12 and 13 indicated on sheet 1 of 20, of Product Evaluation Dde6trion-f(P,E.D.), Drawing No. "17-107 prepared by Ti Jr., P.E. lteco, Inc. and signed and sealed by Walter A.Tillit; 7.2. Product -shall not be installed within HIGH VELOCITY HURRICANE ZONES -as defined onsection 1620.26f the Florida BuildingCode. 7.3. Product shall only be installed into poured concrete, concrete block, -wood, frame and -metal stud walls. Product Evaluation Report prepared _.by -Walter A. Tillit, Jr., P.E.'(Ftorida ' License_ 14o..44167) President -of Tilteco, Inc -(Florida EB-0006716): - q,4t9 A. r�< lVo.44167 Z � C .QtiAL Ell �