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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />Li A- "LLIT, JR, RE, tiltt,o@aol.com
<br />?L ". LIP -No. 44W,
<br />rL I & U.-Iii, N1, Mi
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT $US -CATEGORY- Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: 02bdRnotftdtan�d �
<br />4800 S.W. 51 Street
<br />Davie, Floridai
<br />Ii PURPOSE OF EVALUAITI N:
<br />This is a Product Evaluation Report Issued by Walter A. 1`11111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 11 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This prodi is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SURMITTED;
<br />2.1. PRODUCT EVALUATVN-DOCUMEKT(P.IE.DJe
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANE121,
<br />sheets I thrur 26 of 26 prepared by Tifteco, Inc.: signed and sealed by Walter A.
<br />Tillit, Jr., P. E.; dated 07/28/2020, This d rawi I is an integ ral part otipis
<br />Evaluation Report, 0'Vilt Ili,,
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<br />2.2. TES REPORTS:
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<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform -static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, f Inc., Reports # 96-569 dated 08/0911 996, #96-570 dated O9f 1 8/1996,
<br />#96-T30 dated 09120/1996, all three signed and sealed by Hector M. Medina,
<br />P-E-, Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and
<br /># 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by EcImundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-1 97 by QC Met-allurgir,al, Inc,, dated March 13, 20i
<br />signed and sealed by Frank Grate, P-E.
<br />2.3. S RUCTURAL ENGINEERIN , I ATIQN!J:
<br />On 20 Gage Galvanized Steel Storim Panel for maximum panel length vs. design
<br />'
<br />wind Ioacl,as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rattonal and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, IM,
<br />dated 11103108 and 03/12115, signed and sealed by Walter A. Ti Jr., P-E,
<br />3. MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section 1826 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS -REatSTAiE
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall beas indicated on sheets 8,10, 14,15,
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, 11,
<br />14, 15,17, 18,19,20 25 and 26 of 26, of Product Evaluation Document (P.E,D.),
<br />driaviring No. 20-176,
<br />5 INSTALLATION:
<br />Installation shall be performed si in accordance with details indicated on
<br />sheets 3 thru 7, 10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176, Minimum separation to glass shall be as
<br />indicated on sheets 8. 14, 16, 25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />2ENES&LN=. 0 3) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD SoAri BE FOUNU O� THE
<br />OwAim-w-im'AN I EXISTING WALL, -ANCHORS SHALL BE LONG E14000H NO REACH 3i MAIN STRUCTURE BEHIND SUCH PANELS
<br />1 STORM PANEL SHORN ON n4S PRODUCT EVALUATION DOCUMENT (rED; tViS BEEN vERIFIED FOR CVVPT0,fIrE IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) AND IN 6,2)
<br />ACCORDANCE WITH THE -1020 QR, EDITION) Or THE FLORIDA BUILDING CODE, CC) T�� -ARI-A Qri�W%IOX:i,�..O=4AII
<br />DESIGN WIND LOACTS SHALL BE OFTZ� RNi AS PER SF CT ION 162.0 Or THE AEKAE MENTIONED CODE, 'Wft�l% , UFACTURED BY I ', W VUfLDDi INC
<br />FOR A WIND SPEED AS REQUIRED BY THE jURSi WHERE THESE SHUTTERS VN,I BE iWALLED AND - #14-10 PANSUALTE FEIMALD 0 ME, PMELWATT PLUS ANCHOAS� 'AS MANUFtAlZutti By ELCO CONSTROCY01I PRODUCLS
<br />FOP Ar DIRECTIONAUP, FACTOR K,i SE, WNQ ASCE 7-16 AND SKil NOT EXCEED THE 04AXIMUM (AS D) - ,/4'o LAO SCREWS PER I
<br />DESION PRESSURE RArWI$ #401CATED ON SHEETS 7 THRU 1Z 14, 15. 1C 19 & 20 - 7/1(i w S/A` WOOD 9LTMi AS DISTRIBUTED BY ALL POINT SIT", 801.1 A, SECIAi CO.
<br />IN ORDER 10 ITERIFY T14C ASO< CONDITION, RATMATE DE'Sti WIND LOADS DETERMANCO PER ASCE 7-TS C 1, IAM 10 THRCAM PENETRATION INTO WOOD OF TAMON ANCHORS SHALL BE A 1/2- AND 2- FOP FLCO RMCUMATE PLUS
<br />SHALL BE FIRST REDUCED 10 XS,O DIESICIN WIND LOADS BY MULTIPLYINC, INCH By G& IN ORDER TO
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<br />COMPARE TPT,% W1 Mii (Ai OCS4N PRESSURF RATINGS INDICATED ON W1575 7 IWO 17� 74, i5� I 10 & 20 PAL'awi FE"f O�
<br />I. ORDER TO ISR 1,7) MINNi T�Jfi PENETRATION OF LAG SCREW, INTO THE IN 1) F, I ALL 81� ' 1/7� NO THRE E
<br />FY T NO ANCHORS ON THIS RED AS TESTED WERE kCT Usi STRESSED, A -13)9 41CRII IN ALLCWi - 00 RAME UN SK ADM
<br />PENFTRATOM IWO STUCCO SRIAL BE CONSIDEPEO AS RART OF F4C REQUIti THREADED PENC7JRi
<br />STRESS TOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS rASTIENERS SPACINC to WOW RAS BEEN DETERMINED IN
<br />ACCORDANCE WITH NM,a, 201a, C 3) MINIMUM EDGE DISTANCE OF LAG BCKWS. INTO WOOD SHALL BE AS MD(CAM-D IN THIS DRAWING
<br />STORM PANELS ADEDUAi FOR IMPACT AND WIND RESISTANCE HAS 13EEN VERIFIED IN ACCORDANCE WITH SECTION tfi�6 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE EAGINIEERING, & TESTING INC, REPORTS "1439, 1i & 9i AND CA) MINIMUM PENETRATION Of Ai BUSHING SMALL BE 5/8' 1/4* Ii SCREVS USED SHALL BE � i LONO .NJ9VW
<br />_ Smi TESTING LAO WC., REPORTS #2D32 & 02125 . AS PROTOCOLS TAS-201, T-ASi AND TAi SHOULD STUCCO EXIST AND I' MINIMUM 'OR WAiS WTH NO STUCCO
<br />FFNE
<br />As iii AS AMERICAN TC3T LAB Or SOUTH FLORIDA REPORT 002 1 9.01 -09, AS PER TAS 201, TAS 2OZ AND
<br />LAS 202I STANDARDS. C 5) IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR *000 BOARDS BE PIXJND 0. THE EXISTINC
<br />WALL. ANCHOR$ Eli BE DONC ENOUGH TO REAC.H � MAIN STRUCRE OCHNE, SUCH Pi
<br />2 ALL k-VmINUM D-LAUSIONS -0 K 5063-TI, A-LOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE Si 2 MT7VORACE SHALL BE AS MENTIONED IN C. Q, C 2) & C I)
<br />I ALL ALUMINUM SHM METAL USED V, COYSURES SHALL HAVE 3tO5-HI4 AIDOY i ANCHORS SHAa RE TiLSTAi FOLLITteNe Au or IRE REComniFFOATTONS ANO SPEC5CAhONS (IF THE ANCHORS MANUFACTURER
<br />,I ALL STEEL SHILET UFTA� PANELS SNAIL HAVE STIRUC111FIAL OUAi SIEEL ASTM A-65i GRATE 50 IFNIMoU, C-60
<br />rAINANIZED STEEL CISTONATION Iii %.,S (AFTER ROLLED) 8 Fi MAY ALSO BE INSTALLM HORiZONTALLY fOUEOi INSTALLATION DETAILS SHOWN! ON SEICTION � FHRCi 10 (SHEETS 4
<br />JHR0QOH 6) EXCEPT ri KADi SHALL 140T BE US"
<br />5 Ad. SCREM TO BE STAINLESS FtEEL "4 OR -716 INS SERIES OR CORROSION RESISTANT COATED CARSON STEEL AS PER 9, 11 SHALL OF THE RESPONSIBLIT, OF THE CONTRACTOR 10 vERIFY THE SOUNONESS OF THE STRUCTURE WHERE SHurrEft 15 To BE
<br />QN 500i W/ 50 efi YIELD STRENGTH AND 90 ku TENSILE STRENGTH & SHALL COMPLY W/ FLORMA BUILDING CODE
<br />ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE SLOCK OR WOOD FRAINA,
<br />SECTION 2.i I 3 � 4 BUILDINGS
<br />6 VOLTS TO BE A�.`M A-X7 GALVANIZED STEEL, CR ASI AD, SERIES STATSILLS STEEL. WITH, ,�6 6�i MINIMUM 1,EU)
<br />STRE.17. to, EACH REGULAR STORM PANEL i LENi OVER Iii THROLON IX-4', AS PE4 SECTIONS E, a. 9 & 10 AND ALTERNATIVES INN,
<br />7 A401CRIS to WALL SHALL BE AS roui SW & IOW ON SHEETS Z, 6 A 12 RESPECTIVELY. SKAU. HAVE A LEGIBLE AND RJEANLY VISIBLE MARKINC. INSTRUCTING OWNER 09
<br />TENANT TO SECURE PARELS WYTH APPLICABLE REINFORCEMENT OURfli ITTRIOUS Of HURRICANE WARNLRO
<br />(A) iQ-aI�TM-eQM5WLSANQRI 11 INS *NSTAUAMIN CONTRA" S `0 SEAL/CAUU� AiT SHUTTER COMPONENT EDO1$ Ai REMAIN IN (IONTINUOLIS �10`fi Wi
<br />I I `# TAPCON Mi� AS MI 4CTUi Iff t r W 8i INC i fA-3192 ii THE BUILDING TO PREVENT WINO/Fi INTRUSION
<br />. I /4!� . 1/0" CAL."i ANCHORS, &n KARUVAi BY ODMALT INC (MILF if'-3000 p,.i
<br />- 'j.-Y, ' SOi ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, VOLT A, SPECmi co 12 STORM PAWL RMA"ITION SHii COWii WITH SPECS INDICATED IN THS DRAWING P,US ANT Doi AND Zoi RCCUIApi
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<br />i -30M P-) PROVIDED By THE JURMI)i WHERE PERi IS APPLIED TO
<br />- #14-10 PANEUPITE FEWALE to & PANELMATE PLUS ANCHORS. AS MANUFACTURED UY ELM CONSTRui PRODUCTS 11 (c) MIS PRODUCT CiALUATION DOCUMENT t1ii PREPARED 5� THIS ENONCER i CENEW ANO DOES NOT PRONJUE INFORAI
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<br />- ,/4�. Cf IAP-ORP ANCHORS. AS WNUFACIURED Bv 7RU-FAST CORPORATION (f'3600 P-1 FOR A SITE SPECPIC -Pi iii, FILIERE TIC SITE CONDMONS DEVIATE FROM THE PE.L,
<br />A I) MINIMUM EMBEDMENT OF TAFICON ANCi IWO POURED CONCRETE SHALL BE I � i CONTRACTOR TIT BE RrSPONSt8UC FOR THE SELECTION, PURCHASE AND INSTALLATION INCI.UOING LIFE SAFETY Or THIS PRODUCI
<br />/4'� 2' FOR PANEINATE FLIME a4i ON THTS Pro. PROVICED HE/SKE DOES Hot QVAATE FROM -,Hi CONDITIONS OCTAII ON Tw* DOCIPADW
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<br />to ALEMALTE PIUS AND I 1/4- FOR CF TAPi ANCHORS CONSTRUCTION -'V&r,Y AT SITE IS THE CONTRACTORS RESPONSIBLI
<br />&2) CALK-N A, SOLID--r" ANC&ONS SHALL HE EMBEDDED 7/8' INTO THE POURED CONCRETE No oABECWENY INTO (e) TI�IS PRODUCT EVALLYMION DOCUMENT WILL BE CONSIDERED Iti IF MOMITED
<br />I�U SHALL BE PERMITTED 1/4- 0-20 SCREWS USM SHALL BE I 1/2- LOW; MINIMUM SHOULD STUCCO Eii
<br />NO 7" MINIMUM FOR WALLS WTH NO STUCCO. ME) MAY RE HEADED SCREWS OR ALL TtOTANED SCREWS W/O HEAD, tdi SRE SPi PROJECT- SHALL BE PREPARED BY A FLORIDA REQS7FCREU ENGINEER OR ARCHITEOT WHICH WILL BECOME THE
<br />BUT WITH YANG ri ENGINEER or RECORD (Eoi FOR THE PROJECT AND WHO WILL RE RESPONSIBLE FOR THE
<br />PROFTER USE OP THE ii ENGINEER of RECORD. ACTINIC AS A DiLEGAICE, EZTKER TO"'HE
<br />A 31 IN CASE THAT PRECAST STONE. PRECA-17 CONCRETE PANELS. AAVERS, STUCCO OR WOOD BOARDS ELE FOUND ON �.J ii, .1.0 ETIGi SHAC SUBMIT TO THIS CAFER THE SFTE -,Ai UNAWHON FOR REVIEW,
<br />EXI$TW, ALL OR ,JDOR. ANCii-IORS SHALL BE LONG ENi TO REACH TRY MAIN WFUCTIUK "No SUCH
<br />PANELS ANCHORi Sni, BE AS MENTIONED IN A I) AND IN Ii t�� THIS P LVNALL BEAR THE WE AND ORIGINAL SEX AND SkGRAIURE OF THE PROTESMNAL
<br />ENGINEER , RECIME) THAI PREPAREU IT
<br />(0) IQ-1.415��E a1Q1rdL-V&L-AS1M-r1-20
<br />- 1/4- 0 TAPOON Ai AS MANUFACILRED BY I T W BUi INC 14 SNUTFER MANULACTURgi LAI SHAU BE LOCATED ON 6 READILY VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER In ACCORDANCE WITH jj(,�Ofl I �05i .1 OP TLUMEA RULDNG COOD, ONE LABEL
<br />- 1/4" 0 . ?/a` CALY-N ANCA4014S� AS MANUFACTURED BY DEWALT INC (WIN 1'i5oo P,� SHALL KE PLACED FOR EVERY OPEMkC LABELING TO COMPt Y WITH SECTION I 709,9 2 Of �,E
<br />, I/, '0 .N 3/4- SOi ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, MOLT A SPECALTY CC 1,0100A aUILDING, CODE
<br />(.IN 1'1800, P-Q
<br />THIS DRAWING SHALL ONLY BE USED TO I
<br />- O'A- , 0 AMELMIM FEMAI 10 AND 'ANELMATE PLUS ANCHORS, AS NIANUFACTURED Ii ELCU OONSMUCTION
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<br />OBTAIN KPI IN THE !���
<br />(MPL F�207t P-) %j0;714J7/$,N No
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<br />�A' 4 OF TAPi ANCHORS AS MAhuFACLURFo BY THi CORPORATION �
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<br />S 1) MINIMUM EAEADMEW 01' TAPCON Atoi CLEO PANELMATtS AND CF TAP-GRO' M(NOR, INTO DIE .. -, ,,, FLORIDA BUILDING CODE (High velocity H4, Ii Zone)
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<br />BLOr. UNIT SHALL, BE I I". 4� ..�. I .. 1 .Wi, P.10M "'It 20 GA" GALVANIZED STEEL STORM PANEL ;I 11 11
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<br />iL2I Qk-IN & SOUI MC�HORS SNAU BE EMBEDDED 7/0' INTO I.Y 0001,99M [Aoi UNIT - LWo . --,----.-\ MWe - -
<br />INTO STUCCO,iNiALL, BE PERMITTED t/4- 20 SCREWS USED SKi BE I Ii ii MINIMUM SHOUCII. orco I . - r, - - `-
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<br />6. MA-TERIAL CHARACTERISTIC AND SPECIEIGATIONE
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176, Anchor specifications shall be as indicated on sheets 1, 7 -and 21 of
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />7. LIMITATIONS AND CONDITIONS OF USF-
<br />7.1. Shall be strictly in compliance with General Notes No. 1, a thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by 7`111teco, Inc. and signed and sealed by Walter A. Tillft, Jr, PE.
<br />7.2. Product may be installed within HIGH VELOCITY HURRJCANEZONES as
<br />defined on section 1620.2 of the Florida Building Code.
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
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<br />D;iiTILTIECO AD MON RECORDS I P. E. REPORT-20 `iGLOSAL PROTECTION PRODUCTS, LLC ,20 GAGE
<br />GALVANIZED STEEL STORM PANEU DRIAG 01 20-178 � RLPORT#2"728.01
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<br />WAI(jERA, TIUIX, R Pi PRODUCT EVALUATION RE
<br />REPORT NO. -
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Stonn Panels
<br />PRODUCTNAME,
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection PniZduqLA=
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />filt000r-aEOLCOM
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<br />1. PURPOSE OF EVALUATION -
<br />This is a Product Evaluation Report issued by Walter A,Tlillt, Jr., P.E. (System
<br />10 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, Method ID of the Florida Department of Business and
<br />Professional Regulation,
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product is for the purpose intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT kPSDJ�
<br />Drawing No. 2D-175, titled"24 GAGE GALVANIZED STEEL STORM PAIIII
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an integgs V, '?,"'Mi.
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<br />Evaluation Report. I,OT Nz� e,
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<br />6155 N.W. 36th Stmet, Suite 105, Miami, Florida 33166 - Phone: (305) 371
<br />531
<br />ULAR - & LIFE SAFETY STORM PANE
<br />(SCALE 1/2�1'�
<br /> - -- - - - � - -, - - - - 15-1"' (TOTAL WIDTH) -- - - - . - I -.111 � - - -I -1 � , - - , -- 15.1 96" (TOTAL WIDTH) - -, -- - ---�
<br />- , - , - - - .- - la'Soar (EFrECTMEE Wi - - � - - I -- - - -
<br />I - , -- - - IS 1/4' � - � -- I I ,�----- --- --- --- 15.250- -- - -
<br />i --i-350, - rL Y,O'- �, 1,�Po'- 'i' -500* 1 i ",,6W
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<br />NICKEL 1i; -o'. STATE OF � 'i TO= INC FY
<br />� 12-5 , 72- -- -- M" -I,
<br />I— ISO- 187 . WING Nut rw W. � -P *' It 20 GAGE GALVANIZED STEEL STORM PANEL Ofti(ift a,
<br />- i �-- 2.Wo" - � - (�� KEY HOLE lit" �'�i "OR ' 1.
<br />11 ��, , / -7/1"U"i
<br />OR, 4k-� AT PANE 1-i 10, n.- - � --'-:i, tiffili GLOBAL PROTECTION PRODUICTS, LLi D'i
<br />I- � - / 11LIECO \ SW. 81 STREET
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<br />ALTERNATMELY USE WING NUTI */OVT , . =mrnwo * 0'"Vm" - MAIL, I XLIHI
<br />20-176
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<br />1
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<br />VA0JDVCTFVALEATIUfNREFMTN0, 20-0i 2
<br />2ii REPORM;
<br />Large missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report * 0814�GI-01 dated 03/11102 witnessed by William
<br />R. Manner, P.E., Boriz Moroz, P.E. and Henry Hattern, P.E. and Report No,
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmundo
<br />Largaospada, P-E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated Novembi 2010, signed and sealed by JuAo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, P.E, as per ASTM E-B and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />21-3MCTURAL ENGINEERING CAL&ULATIONS;
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rationai and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tilteco,
<br />Inc., dated 12/1 B/10 and 08,`27113 (for this revision), signed and sealed by Walter
<br />A. 11111t, Jr., P-E,
<br />I MISSILE IMPACT tES116—TAi
<br />Large rnisi Impact under Section 1609,1,2 of the Florida Building Code, as per
<br />SSTD 12499 Standard and TAS 201 �
<br />4. WIND LOADS RESISTAIi
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.0i), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9,10,11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E,D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-" Standard.
<br />,
<br />i /
<br />�-s -:�,a
<br />, ,
<br />PR0ID1=EYAJ,UXTJ0XUPoRT NO, 20-0727,0Z 11:0
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<br />5, INSTALLAITIQN:
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<br />Installati n shall be performed strictly in accordance with & its in ' ted on 'i cc c�) -
<br />n ' ted ,in
<br />-A .- C-4 X-'
<br />sheets 30 thru 8,12 thru 18 of 18, of Product Evaluation Docum . E. 0.).
<br />'E' Dii),
<br />- 'i c= 10
<br />0 W C-A 5a
<br />drawing No. 20-175. Minimum separation to glass shall be as !in ica
<br />indica
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<br />.i iiii W
<br />sheets 3, 6, 13, 14, 15, fa and 18 of 18, of Product Evaluation D me
<br />,W
<br />3� iiiii -,r- r
<br />(P.E.D.), drawing No. 20-175.
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<br />115-MATE .
<br />- WALL CHARACTERIS13CS AND SPECIFICATIONS:
<br />, W 0 .
<br />Ira W ,
<br />*
<br />"
<br />Shall be strictly in accordance with General Notes and Components indicated ci
<br />�
<br />-ii,
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<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawin
<br />rawilin
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<br />20-175,
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<br />to CP
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<br />Anchor specifications shall be as indicated on sheet I of 1 8, of Product Q.- t
<br />Evaluation Document (P.E.D.), drawing No. 20-17&
<br />C
<br />Hi
<br />L-LIMITATION6-AND CO WITIONa -
<br />-OF USE,
<br />7.1 � Shall be Strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheed 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. TIIIIt, Jr-, P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1620,2 of the Florida Building Code,
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />wood frame striticturea.
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., KE, (Florida License
<br />No. 4i President of Tifteco, Inc. (Florida CA-0006719).
<br />WATILL
<br />D-%TILTF-,Z:O ADMON RECORDS i P, E. REPORT.20
<br />0,11ILVANIZED STEEL STORM PANEL ,DRVIG#20-175�
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<br />---- -"--- ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 9 & 9 - - - -- �- - �
<br />I FOR WOOD SU SECTIONS ON SHEETS to & 11
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