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<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />PRODUC r EYAL 2
<br />1UUQN_BEP0RT2M_20AW2A
<br />22-T-E-SUP-EPORTS:
<br />Large missile impact arid fatigue load tests were performed under Protocols TAS
<br />201, 203 as per Section 1626 of the Florida Building Code. Uniform static loads
<br />E K= IC T Z YALUATIRN-ROX-FOXII-ND-M A 2MO 3
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<br />IACS-AND SPECIFICATIONS;
<br />Shall be strictly in accordance with General Notes and Componerits, indicated on
<br />shoot 1, 2 and 22 of 26, o(Product Evaivat:Ion Document (P.E. D.), drawing
<br />-WATTER A- rUIT, TR.,FZ, ____ � �Iec -co
<br />FL B , �167
<br />X C"C L4�'.6"�N1,100671V
<br />as per TAS 202 Protocol. Test reports prepaTed by Hurricane Engineering &
<br />No.20.1 76, Anchor Specifications shall'be as indloatod,on sheetsr 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-580 dated 08/0911996, #9,6�570 dated 0911811996,
<br />26, of'Product Evaluation Document (P,E,D.). drawling No. 20-176.
<br />PRODUCT EVALUXTION REPORT
<br />#9.6-T30 dated 0,9/2011996, all three signed and sealed, by Hector M, Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 20a2 dated 0411611998 and
<br />* 2126 dated 1010611 a98 witnessed by Gilbert Diamond, P,E. and Report No.
<br />7. LIMITAnONS � � -
<br />am-u-M
<br />REPORT NO.: 20-0728.01
<br />0219�01-09, dated March 4, 2009, signed and sealed OyEdmundo Largaespaida,
<br />I-
<br />RE� and Henry Hattern, P.E_
<br />7-1. Shell be strictly in compliance with General Notes No� 1, 8 thru 14, indicated
<br />DATE: July 28,2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />an sheet 1 of'26, as well as General Notes # 1 thru 4 and I 1 thru 16, indicated
<br />an sheet 21 of`26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P-E.
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB-CATEGORY� Storm Panels
<br />.
<br />2.& ST OCTURAL ENGINEERING C& MIAIMS:
<br />7.2. Product rnay be installed Within HIGH VELOCITY,HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1620.2 61"the Rod& Building Code.
<br />PRODUCT NAME-. 20, GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs, design wind load and panel
<br />MANUFACTURER: Global Pml"on Products
<br />length based on rational and comparative analysis, and In accordance with
<br />7.3. Product shall only be installed Into poured concrete, Concrete block, and
<br />ILL.C.
<br />4800 S.W. 61 Street
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />wood frame structures.
<br />Daylej Florida33314
<br />dated 1110310$ and 03112/15. signed and sealed by Walter A. Tillit, J r., R E.
<br />OF E UXATION.
<br />3. MISSILE IMPACT RE.SISTANCE.-
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Plorida License
<br />,1,,RURPOSE
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />Large missile impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Tiltew, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLG,,,Rule Chapter No.
<br />OIG20-3, Method I D of the Florida Department of Business and
<br />4.WI DI,O� Rt�S�N �,
<br />APS
<br />0,11"11111flit"'140
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<br />Prolliesslonal Regulation.
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<br />20 GA .
<br />.go Galvanized Sleet Storm Panel has been verified to sustain wind
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<br />N�EN '%.,
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas indicated on sheets 8,10,14, 15,
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<br />been verified for Compliance In accordance with the 2020 Seventh EdH]on of the
<br />16, 19, 25 and 26 of`25 of Product Evaluation Document (P.E.D.), dravinglilo.
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<br />Florida Building Code, and to verify that the product is forthe purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />14, 15, 1 7, 101 19, 20 26 and 26 oi`26, of Product Evaluation Document (PA, D.),
<br />I 11 STAM OF 1, . E
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<br />at bast equivalent to that required by the Code,
<br />drawing No. 20-176.
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<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />a Buf1ding Code change that may affect its limitations and conditions
<br />5-INSTALLATION,
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<br />Installation shall be performed strictly in accordance With details indicated on
<br />2. EVIDENCESAMMITTED:
<br />sheets 3 thru 7, 10 thru 20,4, 24 and 26ot2a, of Product Evaluation Document
<br />WA7)LL
<br />ECO ADMON RECORDS IF. E. REPORT-20 �GLObALPROTFCTION PRODUCTS, LLCri 20 GAGE
<br />UT',,L11ZE0
<br />2.1.. PRQDUCT-EVALL1AT[WDQC -
<br />ENJ(Fjl�"
<br />(P.E,D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />STEEL STORM PANEL�DRM*.P(�"8AREPORT#20-07ZA.01
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<br />,
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 6, 14,16,26 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />(P.E.D.), drawing No. 20-176.
<br />tillit, Jr., P.E.; dated 0712812020, This drawing Is an integral part o ,� We
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<br />6355 NX 36th Street Si&e 305, Minn!, Florida-33166 - Phone, (305) 871-153, - I I
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<br />QENM&. N=: 03) IN CASE THAT OR PRECAST CONCRETE PANELS. STUCCO 09 WOOD BOARDS BE POUND CN !Ht
<br />1E,
<br />� UK -Mill" OUSTING WALI.PAA=TS7 BE LOW 040009 TO REACH THE MAIN STROCTUIW BEHIND SUCH PANEM
<br />I STORM PANEL SHOWN ON THIS PRIMACY MOAT04 DOCUMENT (P Cb.) HAS BEEN VERIFIED FOR OWPU*ME ILI ANCHOIRAGE SHALL OF AS MENTIONED IN 90) MO IN 8�2).
<br />ACCORDWE WITH THE 2020 t-Ah EDITION) OF THE FLORIDA SWIMINd COME (0)
<br />- I/
<br />OMM WIND LOADS SHALL BE DETERMINED AS PER SECTION I 6?O OF THE ABOVE MENTIGAIDO CDOF _ ".4 - TAPCON ANUC B
<br />_ #14_10 PANEUMATt FEMALE 0 AM FANEUAATE PLUS ANCHORS, AS MANUFACTURED UY ELCO CONSTRIXTION PRODU17S
<br />FOR A WIND SPEED AS RE)OUNK0 BY THE ,R)RISINCTION WNERIE THESE SHUTTERS WIVI, BE INSTALLED AND
<br />FOR ,� DtRECTPDNAUTY FACTOR Kd-0.86. USING ASCE 7- 16 AND SHALL NOT "CEED THE MMMUM (AS.D,) - 1/4-0 LAC SCREWS PER N.O.S.
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, lit, IS & 20, - 7/iev V SJW WOOD BUSHING. AS DISTRIBUTED BY ALL POW SCREW, SOLT & SPECIALTY CO.
<br />IN ORDER TO VERIFY THE A0OM CONDITION. ULTIMATE DE!RSN WIND LOADS OETERMINSD PER ASCE 7-10
<br />SHALI RE FIRST REDUCED TO AS,O� DESIGN WIND LOADS V MULTIPLYING, MEN BY OA IN ORDER TO C 1) MINIMUM THREADED PENCTRAXON INTO WOOD OF TA00N ANCHORS Skkl.l. K I 1/2' AND 2- FOR EWO, PKNDUAAFE PLUS
<br />COMPARE �MM W1 MAX (ASC; DESIGN PRESSURE RATINGS INDICATED 014 SHEETS 7 T14RV 17, 14, 15� 16. 19 A ;!a, AND PARELAIALE PGRALt tD.
<br />IN ORDER 70 VERIFY THAT ANCHORS ON THIS P IED AS TESTED WERE NOT OAR STRESSED. A 331 114CREASIE 94 AacwAaLE CA MINIMUM THREADED PENETRATION OF LAG SO". INTO THE WOW FRAME UNIT SH41 ISE 1 1/2-- NO tHRE_A=
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF T14E REQUP?ED THREADED P,,EM 4MON.
<br />SWIMS FOR WIND LOADS WAS VaL USED IN THEIR ANALYSIS. FASTENERS SPACING TO WOOD HAS BEEN DETERMINED N
<br />ACCORDANCE WITH N.D.S, 2016. C-3) MINIMUM EDGE DISTANCE OF LAG SCREWS. RJO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITW SECTION Ig26 OF
<br />THE ADM MUMONIM CODE AS PER HURRICANE ENMNEER100 & TESTING, MG. REPOF"S 96�569, 96-52C, a 96-T�X) AND 114) MORMUlot PEKHAAT" OF *COD BUSHING SKAJ,L BE 5/8-� I/Ir' 0-20 SCRE" USED SNAIL RE 1 1/2- LONG NRNIMUM
<br />FENIESTIAMDON TESTING LAB ANC,. REPORTS 12032 & #2121I . AS PROTOCOLS TAS-201, TAS-202 AND TAS-M SHOULD STUCCO ICOST� AND I' MINIMUM FOR WALL$ Vill NO MUCCQ.
<br />AS WELL AS AMERICAN TEST LM OF SOUTH FLORIDA; REPORT 00219,01-00. AS PER TAS 201, TAS 202 AND
<br />W 20 SIANCIAPft. C,31 IN CASE 7W PPEtA" STONE. OR PRECAST CONCRM- PANEM STUCCO OR WOW BOARDS BE FOUND ON THE EXISTINC
<br />WALL ANCHORS SKILL BE LONG EXCUCHTO REA04 THE MAIN STRUCK MIND SUCH PANELS
<br />2, ALL AULN'tNUM C(TRUSIONS TO BIE 6063-75 ALLOY AND TEMPUL (UNLESS OTHERWISE NOTED), SEE SHEET 2 ANCHORAGE SMALL BE AS MENTIONED IN C 1) , C,2) III C 4)
<br />3 ALL AILLIMINUM SHEET METAL USED AT CLOSURES SKAILL 14AVE 3H)&H14 ALLOY. (0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF ME RECOMAOINDATIONS AND SPECIFICAMNS OF THE ANCHOR'S MANUFACTURER
<br />4 ALL STEM SHEET METAL PAINIELS SHALL HAVE STRUMIRAL OUAUTY STEEL ASTW A-65S CME 60 MINIMUM. C-60
<br />GALVANIZED STEEL DIESIGIATION W/FY. 515,S I* (AFTER ROLLED). & FAIRELS MAY ALSPO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DEINLS SHOW ON SECTION 4 THROLOI,, to (SHEETS; 4
<br />THROUGH fl� EXCEPT YW HEADERS 0 III Q) 94AU NOT BE USED
<br />S. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AN WAVES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />ON 50014 W 9 q SHALL RE 1K RESPONSIBILITY OF THE CONTRA" TO VERIFT THE SOUNDNESS OF TK STRUCTURE WHERE SHUTTER IS TO K
<br />k6 YIELD STRENGTH AND so w TE'Aslu: STRENGTH a SMALL COMPLY W/ FLORIDA BUILDING com
<br />SECTION 24 14 ATTACHED TO INSURE POORER ANCHORAGE, THIS SHUTTER SHALL, ONLY BE ATTACHED to CO"CIE, BLOCK OR WOOD FRAME
<br />luo
<br />BUILD"=
<br />8 BOLTS TO BE ASIM A307 GAJ,VAARZED STEEL, OR AISI 304 SERIES STAINLESS STEEL WITH �6 A. NJNIWUM YIELD
<br />StRENMIH 10, EACH REGULAR STORM PANEL WTTH LENGTHS OVER W-B THROUGH i2'-,V% AS PER SECTIONS 6, 8. 9 & 10 AND ALTERNATIVES, Elk
<br />I ANCHORS TO WALL SHALL BE AS FOLLOWS, SW & IOW ON SHEETS 5� 4 A, 12 R1ESPI,CPVEUV; SHALL KIAT A LEGIBLE AND READILY VISIBLE MARKING INVRUCTM OWWER OR
<br />TENANT TIC SECURE PANELS WITH APPLICABLE REINFORCEMENT DUR04 PERIODS Of HURRICANE WARNING
<br />(A) M_,U1MK_ftM_"KM2L il THE INSTALLATION CONTRACTOR 15 10 SEAL/CAULK ALL SHUTTER CIDIAPbRIBUT EDGES WHICH REMAIN IN CONTINUOUS 11014TACT MTI-
<br />11�1** TAPCON ANCHORS AS MANUFACTURED BY IJ.W, SOILDEN, INC, (M[II� falgLri.) THE BUILDING TO PREVW WINDIRAN INTRUSION.
<br />- i/. . A 7/ - CMX-44 ANCHORS, AS MANIOACTUMIED BY OEWALT ML (MAIL 1') P'A"')
<br />2
<br />- /4'. 1,1/4 ,CUD-$rT ANCHORS, AS DISTRUBOTED BY ALL PONT SCREW. SOLT a SA`ECIkTY CO. 12 STORM PANEL INSTALLATION SH141, COMPLY WR14 SPECS INDICATED IN THIS DRAWING PLUS ANT BUILDING AND MINING REGULATIONS
<br />(M.. T..300o R_.1.) PROVIDED BY THE JURSOCIRON WHERE PERMIT IS APPLIED TO
<br />- 114-10 PARELMATE FEMALE ID & FANELMATE fLUS1 ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />(OW t'-3350 P.".) 13 (a) THIS PRODUCT EVALLATION DOCUMENT fPZD,) PREPARED By THIS ENGINEER IS GENERIC AND DOES NOT IRWDE WoRwATION
<br />- I/Cit OF TAP-W ANCHORS, AS MANUFACTURED BY TIW-FAST CORPORATION (f'Z6CQ P.9j.) FOR A SITE SPECIFIC PROJECT, io. *HERE THE SITE CONDITIONS DEVIATE FROM TWE P.E,D
<br />A. 1) MINIMUM EMBEDMENI OF TAPCON ANCHORS INTO POURED COMO E W CONTRACTOR TO Be ROSPONSISLE THE SELECTION, PURCHASE AND 04STALLATION INCLUDING UrE SAFETY Or THIS PRODUCT
<br />R TE SHALL BE I Z/4% 2* FOR PANtELVATE FENKLIE W.SIEO ON THIS PA-C, PROVIDED HFO/RSHE GOES NOT DFWJC FROM THE CONDITIONS DETAILED ON THIS DOCUMENT
<br />9) AND PAREMALTE PLUS AND 1 114' FOR CF TAP -GRIP ANCHORS, CONSPIUCTION SAFETY AT SITE Is THE CONTANCTOR's RESPONSIEUTY.
<br />A2) CAUlt-04 & SOLID -SET ANCHORS SHALL BE EUREDDIED 7/V ARID INC POURED CONCRETE NO EMBEDMENT INTO W THIS PRODUCT EVAWAPION DOCUMENT WILL BE CONSIDERED INV" If MODIFIED.
<br />STUCCO SHALL BE PERMITTED. 1,14* P-20 -SCREWS USED SHALL BE 1 1/2" LONG MVA#AUNi SHWLD STUCCO EW',
<br />No I� MINIMUM FOR WALLS WITH NO STUCC(k ANU MAY BE KEADW SCREWS OR AUL THREADED SCREWS W/O i(LkO. kd) STYE SPECTM PROJECTS SHALL BE PREPARED BY A FLOODA, KOSYERED ENGINEER OR ARCHITECT WKCH WILL BECOME THE
<br />ERTI` WITH YANG NUTS, ENGINEER Or RECORD (E.0-P.) FOR THE PROJECT AND WHO WILL BE RESPONSURE FOR THE
<br />PROPER USE OF THE P, E.M ENGINEER OF RECDRO� ACTING AS A DELEGATED ENGINEER TO THE
<br />&3) IN CAW THAT PRECAST STONE, PRECAST CONCRETE PANELS, PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THIL P.E.O. FAIGINEER, SHAU. SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS; FOR RWEW.
<br />DUSTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND GUCM
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED 10 AA) AND IN A2). (A) THIS P.E,D. SHALL NEAP THE DATE AND CAIDJIWL� SEAL AND SIQUA-LORE Of THE PROFVSSAONAL
<br />ENGINEER OF RECORD THAT PREPARED IT,
<br />(a) I - ,
<br />1% * TAPOON ANCHORS AS MANUFACTURED BY I T W BUILD". INC. 14 SI+UTTER 1IMINUFACTURER'S LABEL $KAU BE ILDCATED ON A READILY %SIBLE LOCATION AT STORM
<br />_ 1 4. PAWL SHUTTER IN ACCORDANCE WITH SECTION 1709�S.3 OF FLORIDA WILD04G CODIL W LADEL
<br />a x 7/8' CAUI-IN ANCHORS. AS MAN1UrAGTUM BY DEWALT IMC_ IMIN, r�1500 p,a�_) SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPI Y WITH SECTION 1709.9.2 OF THE
<br />- I �C, ,C 1/4- SOLID -SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT * SPECALTY CO_ FLORIDA BUILOM COOE-
<br />(ARYL I...iM 07"')
<br />- #14-10 FASCINATE .. 10 A. PARE.-M PLUS ANCHOK. AS MANIXICTURED BY . .CnM
<br />I`AV BI USED 10 I
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<br />P "I'lowitholit, '. STATE OF FLORIDA
<br />CTS (MIN, V-2071 IP.J)
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<br />- I CA' TAP-GAIP ANRNDRS� AS MANUFACTURER BY tRU-FW CORPORATION , ,&�tlg
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<br />rit- , - FLORIDA 801109,10 CODE (1419h Voioclty Hu, one Zonal
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<br />BLI) MRIAAU EMBEDMENT CIA TAPCON ANCHDFM, ELCO PMELMATES AND Cf TAP-OMP MCHOR, MO THE CO1V
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<br />BLOCUMINITT SHALL WE 1 1/4-, 41: -x�- --.c �r -
<br />- . 't.13 . . .2m ALIM W 20 CASE dDALVANIZED STEEL STORM PANEL ,,,
<br />O. 4 '. DRAMN In'.
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<br />9,2) CALX-tN III SOLID -SET ANCHORS SHALL BE EMBEDDED 7/8' INTO IRE CONCRETE MCCK UNT Al� 1111.112ble CO
<br />INTO STUOCO�SHALL BE PERMITTED 114* V-20 SCREWS USED SHALL BE 1 1/2- LONIG MINIMUM _ < , - - GLOBAL PROTECTION MDUCTS. U.C. """
<br />COST, AND I MINIMUM FOR WNULS WITH NO STUCCO. S -.0 " - �_=_ -7, �_ - om -
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<br />WALTERA. 'rILLIT, M, 11,L FROIDUC tilteoo@wl.com
<br />1 EVALUAII()NREPORT R.Pr. TA-1h 44L67
<br />FJ,C,A� UMPIN�.V]$?19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY, Shutters
<br />PRODUCT SIUB-CATEGORY- Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: GloWl Protection E!rQducts. LLLQ
<br />4800 S.W. 51 Street
<br />DaVie. Florida 33314
<br />1. PURPOSE OF EVALUATION!
<br />This is a Product Evaluation Report issued by WatterA. n1lit, Jr., P.E. (System
<br />ID -# I 90) to the Global Protection Products, LLC, Rule Chapter No,
<br />SIA320-3, Method 1 D of the Floridi! Department of Business and
<br />Professional Regulation.
<br />This product Is being issuec[ an Evaluation Report as described herein, and has
<br />. - -
<br />been veriftedfor compliance in accordance with the 2Q2G Seventh Ediffon of the
<br />Mold a 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 wee of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />ZJA PRODU91 EVALUATION DOCUMENT (P.E.13J,
<br />Drawing Nip. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I thru 18 of 18 prepared by T'ilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 07t2712020, This drawing is an inteRk , I �g
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<br />Evaluation Report. '. �M ,,:., kz/. "',
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<br />991AEONENI5 EQR REOULAR lk LIEE �AFEJY_ STORM PANELS
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<br />MIDDIX'T VVA1A,An0N IRMOIRT NO. JL-QJ21M 2
<br />22-TEST REPORTS
<br />Large missile impact load tests were performed under SSTO 12-99 standard as,
<br />per section 1609.1.2 of We, Florida Building Code, Uniform static loads as per
<br />section 1109,81, per ASTM E-330. Test reports prepared byAmadcan Testing
<br />I
<br />Lob of South Florida, Report# 0814-014)l dated 0311142 witnessed by William
<br />R. Manner, P.E., Boriz Moroz, RE. and Henry Hattem, P.E. and Report No.
<br />. � . . -
<br />0219-01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattern, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1009.1.2 of the Florida
<br />Building Coda, Test Report prepared byAmencan Testing Lob of South Florida,
<br />,
<br />Report No. 1123.01-10, dated November-23, 2010, signed and seated by Juilo E.
<br />Gonzalez, P.E.
<br />.
<br />Tensile test report No. BCM-198 by 00 Metallurgical, Inc., dated Match 13,2009,
<br />signed andsealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. I OKM-1 31 8, dated December 1, 20110 signed
<br />and sealed by Jerry Jecofario, P.E. as per ASTM &S.
<br />2.1-8111MUCTURAL ENGINEERING CALIPULATIONS:
<br />On 24 Gage Galvanized Stee� 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 rational -and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations. prepared by Tiltsool,
<br />Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A Tillit, Jr., P.E.
<br />3, MW5MLE IMPACT RESISTM
<br />. IME
<br />Large missile impact undersection 1609,12 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 -
<br />14. WIN-D LOADS RESIVANCE:
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets S 9, 10, 1 1,
<br />'
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing �o� 20-17.5.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, M 1 1, IS thrii 16
<br />and I 8 of 18, of Product Evaluation Document (P.E.D.). drawing No.120-175.
<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 12-199 Standard.
<br />MLl]D=,VVALUA1[0XRV09TN0� 20-M1,01 a
<br />5. INSTALLATION -
<br />Installation shall be performed strictly in ac.cordance with details indicated on
<br />sheets 3 thru;5,12 thru 1 8 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be -as indicated on
<br />sheets 3, 6, 13, 14, 1 6, I 5 and I 8 of'I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No- 20-17&
<br />-6-MATMALCHAFLACTERIffKSAND SPECIFICATJONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of I 8, of Product Evaluation Document (P.E.D.), drawl ng No.
<br />20-175,
<br />A ncho r specif Icatf ons she I I be as indicated o in sheet I of 1 8, of Prod Lict
<br />Evaluation Document (P.E,D.), drawing No. 20-175.
<br />7-1.1MITATIONS AND CONDIDONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes:No. 1, 8 t1hru 14, Indicated
<br />on sheet 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. T-11111. Jr_ P-E_
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as cofinotfon section 1G212 ofthe Florida Building Code.
<br />7.3. Product shall only be installed into poured concrete, ooncrets.block, and
<br />wood frame structures.
<br />Product Evaluation Report prepared by Watter-A. Tillit, Jr., P,E, (Florida License
<br />No. 441167), President of Tifteco, Inc. (Fl6nids CA-OOM719).
<br />wAnu_
<br />D'�TILTRrOADMON RECORLISk?, E. RE
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