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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />PLCAI�I-ICI-X)66719
<br />PRODUCT EVALUATION REPORT
<br />REPORT II 20-0728.01
<br />DATE: July 28,2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />PRODUCT NAME; 20 GAGE GALVANIZED STEEL STORM PANEL
<br />GlQbal Pratfi�tlon Pmducts, I.I.C.
<br />4800 &W. 51 Street
<br />Davie, Flarida33314
<br />1. PURPOSE OF EVALUATAON;
<br />This is a Product Evaluation Report Issued by Walter A. rillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products,, LLC, Rule Chapter No.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />Proliessional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for C01"TIPIlance, In accorderice,Adth the 2020 Seventh Edition of the
<br />Florida Building Code, and loverify 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 EVALUATlOWDQCU.MENJJP.E.D.It
<br />Drawing No. 20-176. titled '120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, InG,; signed and sealed by Walter A.
<br />TI I lit, Jr., P� E.; dated 07128/2020, This drawing is an integral pa rt,%�,
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<br />Evaluation Report, , 1p"'S",
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<br />6355 NX 36th Street Suite 305, Miami, Florida 33166 - Phorie: (305) 871-1530 -
<br />PROIDUC r EYAL 2
<br />22-TE—ST RE 0 :
<br />P, RTS
<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 HwIrricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09119915, #96-570 dated 0911811996,
<br />096-TSO dated 09120/1996, all three signed and sealed by Hector M, Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04116/1998 and
<br /># 2126 dated 10/05/1 108 witnessed by Gilbert Diamond, P.E. and Report No,
<br />02119�01 -09, dated March 4, 2000, signed and sealed by EdmundD Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />1.-3.-$T—RUOTURALEN-(�INEERINGC-AL ILADONS:
<br />.. -
<br />On 20 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 rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11103/08 and 03112/15, signed and sealed by Walter A. Tillit, Jr., RE.
<br />3. 1111133ILE IMPACT RESISTANCE.
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE-
<br />____
<br />-
<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 />drawing No. 20-176.
<br />UNSTAL-LATION,
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 1 0 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, 26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20,176.
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<br />GMER-Al. NOTES: SZ) IN CASE THAT PRECAST SHDK, OR PRECAST CONCRETE PAIELS. STUCCO OR WOOD SOASW BE FOLINO ON THE
<br />O" MR go *a ON" EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I STORM PANEL SHOw`N ON THIS PRODUCT EVALUATION DOCUMENT (Pr,D) PAS BEEN VERIFIED FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTIONED IN 9.1) AND IN 9.2).
<br />ACCORDANCE WITH THE 2020 (7M EDITION) OF THE FLORIDA BULDING CODE: Irl !,����..
<br />DESIGN WIND LOAD$ SHALL BE DETERMINED AS PER SECTION 1620 OF THE AITUVE MENTIONED CODE, .�
<br />FOR 41 WIND SPEED AS REOUIREO BY THE JURISDICTION WHERE THESE SHUMRS WILL, BE INSTALLED AND - #14-10 PANELMATE FEMALE 10 AND PANELMATF PLUS ANCHORS, AS MANUFACTURED Rr ELCO CONSTRUCTION PROOUCTS
<br />FOR A ORECTMAWILOY FACTOR Kd-0.85. USING ASCE 7-16 AND SHALL NOT EWAIED THE LAAX14UM (&S,O�) - 1/4". LAC SCREWS PER N.D,S.
<br />DESIGN PRESSURE RATINGS INDICATED ON S�IEETS 7 THRU 12. 14, 15. 16, IQ & 20. - ��16-. � SIC WOOD SUSHM. AS DISTRIBUTED BY ALL POINT SCREW, SOLT III SPECIALTY LO�
<br />IN ORDER TO VrRrY THE AROW CONORION, ULTIMATE DIESON WIND LOADS DETERMINED PER ASCE 7-10 - AND 2- ELOO PANELIATE PLUS
<br />SHALL BE FIRST REDUCED 10 ASO. DESIGN WIMP LOAOSSY MULTIPLYING THEM BY O,S IN ORDER TO C 1) MINIMUM THIREADED PENETRATION INID WOW Of TAPCON ANC40RS SHALL RE I 1/2 FOR
<br />W/ MILK MOS INDIC AND PQ01MAUE FEMALE ID,
<br />COMPARE THESE _ (A5Z7 DESIGN PRESSURE Rkn .ATEC ON SHEETS 7 THRU 12, 14, 15, 10. 19 & 20,
<br />IN ORDER, TO VERIFY THAT ANCHORS ON THIS PX,V� AS ItSIL WERE NOT OVER STRESSED, A 339 iNGWASIL M ALLOWABLE C.2) MINIMUM THREADED PENETRATION Or LAC $CREW. INTO T14E WOOD FRAME UNIT SHALL BE t 1/2*� NO [HR&IDED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PAW THE AEQUIfWO THREADED PD44TNATialc
<br />OF
<br />SNNE�SS FOR "No LOADS WAS NOT USED IN THEIR ANALYSIS FAVENERS SPAC940 to WOOD RAS SUN DETERMINED IN
<br />ACCORDANCE WITH H.D.S. 2018. CZ) MINIMUM EDGE DISTANCE Or LAG SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />TIRE AWiE MENTMWO ODE AS PER HURRICANE ENGINEERING & TESTING INC, REPORTS 96-M, 96-570 a -46-T30 AND CA) MINIMUM PENETRATION OF WOOD IN)SHING SHALL BE 5/6', 1/4' #-2,0 SCREWS USED SHALL BE I i/2- LONG MINIMUM
<br />FENESTRIOM TESTING LAS INC., REPORTS #2032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-2133. SHOULD STUCCO D(IST, AND I* MII FOR WALLS WITH No STUCCO.
<br />AS WELL AS AWE�RICAN TEST LAB OF SOUTH FLORIDA REPORT 11021%L01-09, AS PER TAS 201, TAS 202 AND
<br />LAS 203 ISTANDAIM, IC5) IN CASE THAT PRECAST SIGNAL, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTING
<br />2 ALL ALUMINUM DTPU5X)NS TO BE 6063r-Hi ALLOY AND I-EMPTIL (UNLESS OTHERWISE NOTED), SM SHEET 2 WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MON MUMAIT 19CHINE, SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C_I)� C.2) A, C4�
<br />3 ALL N.UMTNUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY, 0) ANCHORS SHALL RE TRWALLED FOLLOWING ALL Of THE RECQMWNDVCNS AND SPECIFICATIONS OF THE MCHOR'S MANUFACnipm
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE S�WCYJM QUALITY SYM� AS7IM A-85� OWE 50 MINIMUM. t-fio
<br />9ALVANIZED STEEL CE.SIGNATION WITT- 58.S 14 (AFTER ROLLED). 8. PANELS MAY ALSO BE INSTALLED HORTZONIALLY FOLLOWING INSTAIJAWN DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />THROUGH 6) EXCEPT THAI HEADUM M A 0 SHALL NOT BE USED
<br />�- AU SMEWS TO RE STAINLESS STEM "4 OF? 319 Al-9 SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER
<br />IXN 50078 W RSNCrH 9 IT SWL BE THE RESPONSIOUTY OF THE OCIWRACTOR� 10 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUFaR
<br />W YIELD STRENGTH AND 90 1,40 TENSILE ST & SHALL COMPLY W/ nORIDA "LOL,IC CODE I' TO BE
<br />Tl��50
<br />114 ATTACHED TO INSURE PROPER ANCHORAGr_ INS VVYTER SHA11 CX1Y BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />BUILDINGS,
<br />5, BOLTS TO BE ASTM A-307 CALVANIM SrM_ OR AJSI 304 SUMS SIAIWESS STEFI_ WITH �36 W MINIMUM YIELD
<br />STREIM. 10, EACH REGU4W STORM PANEL WITH LENGTHS OVER W-S THROUGH 12'�* AS P%SECTIONS 6, 8. 9 III 10 AND ALTERNATIVES 5W,
<br />LY ,AS;,
<br />I AN04ORS TO WALL SliALL W AS FOLLOWS %W & low ON SHEETS 4. 15 -& 12 RESPECTIVaY� SNALL r*lt A IEVSLE AM RDW LY VISIBLE MARKING INSTRUCTING OMER OR
<br />TENANT TO SECURE PAWLS WITH APPLICABLE REINFORCEWCHT DURING PERIODS OF HURRICANE WARNING
<br />(A) M_Q98W-e%ffP_QQNGrM I I THE INSTALLATION CONTRACTOR IS TO SFAI_/CAUQK ALL SHUTTER COMPONENT EDGE$ WHICH REMAIN IN CONTINUOUS CONTACT Will,
<br />-1 1/4�0 TAPCON ANCHORS AS MANUFACTURED BY I,T* IBUILDEX, INC (Vi,, f'�192 ;,s,i) THE SOLVING TO PREVENT WINDPWN INTRUSION, I
<br />- /4 - 0 , 7/8" CALK -IN ANCHORS, AS MAMUFACTURED BY DIEWALT INC. (MIM V-30CIO p,.)
<br />- 1 /4'0 9 3/4* SOUIO-SL7 ANGHORS, AS 06TRIBUTUD BY ALL POINT SCREW, SOLT & SPECIALTY CO 12 STORM PANEL INSTALLATION S� COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING 00 ZONWC ,TEG,,LVIONS
<br />iMY, r-Aw P'.`-) PROVIDED BY THE JURISDICTION WERE PERMIT IS APPLIED TO.
<br />- Il PANELMATE FENKUT 10 & PAWLMATE PLUS ANCHORS. AS MANUFACTURED BY EUGO CONSIRUCILON PRODiC
<br />(WIN, T.-33sa P..�.) 13 (0) THIS PROPUM EVAILLATION DOCUMENT (P-ED.) PREPARED SY THIS ENGINEER 45 GENERIC AND DOES ARMY PRCMUEE INFORMATION
<br />- 1/4'0 OF TAP-01P ANCHORS, AS MANUFACTURED BY 7RU-fAST CORPORATION Q'360o P-1.) FOR A SITE SPECAM PROJECT; I., WHERE THE WE CONDITIONS DEVIATE FROM THE PX.D
<br />A- 1) W"NVM EMBEDMENT a TAK-04 ANCHORS INTO POURED CONCRETE SHALL BE I 314`� 2' FOR PANEUMAIE FEMN-L (II) CONTRACTOR TO BE RESPONSIBLE FOR THE SE1�N. PURCTLASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />a,SED ON IRS Pz.ol PROVIDED HE/SHE DOES NOT CEMATE FROM THE CONDITIONS DETAILED ON TWS DOCUMENT
<br />ID AND PAWMALIS PLUS AND 1 1/4- FOR CF TAP-ORIP ANC40RS CONMUCTION SAFETY AT SITE 15 THE CONTPACM,R'S RESMNSte"TY
<br />A.') CALK-M A, SOLID -SST ANCHORS SHAU HE EMBEDDED 7/8- HID THE POURED CONCRETE NO EMBEDMENT INTO (C) THIS )HROOM EVALUATION DOCUMENT *ILL 13E CONSIMED INVALID IF MODIFIED.
<br />STUCOO SHALL BE PERMITTED 114* 9-20 SCREWS USED %IIALL BE 1 1/2' LUNG MINIMUM SHOULD STUCCO VAST�
<br />NO I' MINIMUM FOR WALLS WITH NO <t=G. AM MAY ES HEADED SCREWS OR ALL 71ARMM SCREWS w/o HEAD, (d) Sn SPECIFIC PROJECTS SHALL BE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />BUT WITH WING NUTS- ENGINEER OF RECORD (E.QR) FOR THE PROXCT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF THE P-E-0. ENG114M Of RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />43) IN OkSf THAT PRECAST MOE, PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOW DGAM BE FOUND ON THE P�ED ENGINEER $14AL1. SVEIMYT TO THr LANER THE ME $PIECnC ORAWINIOS FOR REVIEW
<br />EXISTING WALL OR FLOOR. ANCRORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN AJ) 00 IN A,2). (0) THIS P.LD. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGMTuRE OF THE PROFESSTNAL
<br />ENGINEER OF RECORD TK41 PREPARED M
<br />(01) 10 I Qinmlfitz2V� AaQIL_W&I_Wy_�L�301
<br />/,. A HDRS AS MANUFACTURED M I I W BUILDEX, He. 14 SHUTTER MANIUF*CTURER'S LABEL SHALL BE LOCATED 00 A RMKY VISSUE LOCATION AT STORM
<br />PANEL SHVITER IN ACCORDANCE WITH SECTION 770G.S.3 OF FLORIDA BUILDING CODE ONE LABEL
<br />- 1/4" . � 71a. CALK-ik ANCHORS, AS M44UFAMKD W OCWALT INC (WIN, ?��150D p�.i�) SHALL HE PLACED FOR EVERY OPENING. LABELING TO COMPLY VAIM SECTION t7Q%,9,2 OF THE
<br />'*
<br />I
<br />- /A � 311V SQUO-SET ANCHORS. AS OJSnOWrW BY ALL POINT SC". BOLT a SPECALrY CC, FLORIDA auuoa CODE
<br />(WIN fl-1 BOG P,.J.)
<br />- 114-10 PANELMATE FEMALIE 10 AND PANEUMATE PLUS ANCHORS, AS WANUFAMROD BY FLCO CONYSITIUMION
<br />PRODUCTS (MIN r-YO71 P I � I 0"HWHILIJIMIAW,
<br />- i/4' 0 OF TAFI-GRIP ANCHORS, AS MANUFACTURED By TRU-FAhT CORPMTION � �
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<br />D I) MINIMUM EMBIEDMOr 0; TAPCON ANCHORS. ELCO PANELLATES AND OF TAP -GRIP ANCHOR, INTO THE n�.. vv.; . -, - FLORIDA BUILDING CODE (High Velocity Nor can* Zon
<br />"
<br />BLOCK UNIT SW,U BE 1 1/4- $ " - _. f S .W" MTE_ Wz 23 GAGE GALVANIZED STEEL STORM PANEL
<br />* .1 , � 111,
<br />� NO 4 167 .t. 1 DF.M I
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<br />8 2) CALK-N & SCILID-SET ANCHORS SHALL RE ENISEDOOD 7/8' INrO ME CONCRETE SLOCR UNIT, NO EMOSWIT . a
<br />f
<br />INTO S7=O SHALL BE PERMITTED !/4- 0-20 SCREWS USED SHALL BE 1 1/2' LONG MINIMUM ____�' '— GLOBAL PROTECTION PRODUCTS, U.C. ' '.'
<br />_� �
<br />LMST. AND I � MINIMUM FOR VALLS WHIA NO MCCO. "!�f STA _'2� �-_;--- —
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<br />fl. MAJENAL CHARACTERISTI ,AND PECIFICATIONS;
<br />Shall be strictly in acocird'ance 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.20-178. Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />26, ofProduct Evaluation Document (P,E,D,). drawing No. 211-1716.
<br />7-LIMITATIONS AND CONDITLO-NA-0-F USE:
<br />1
<br />7.1. Shall be strictly in compliance with General Notes No. 1, athru 14, indicated
<br />on sheet I of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of26 of Product Evaluation Document (P.E. D.), drawing No. 20-1 76
<br />prepared by Till Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />7.2. Product may be inst9flad within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1620,2 cifthe 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 Walter A. Tillit, Jr.. P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
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<br />GAtVANIZEU STEEL STORM P4N[ELk DRV4G;V P"76'I REPORT # 20-079-8.01
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<br />WALTERA. TIUL-IT, JR., RE, P tilrew@aol.com
<br />)RODUCT MLIUA-TION REPO T MITT, TA�,14 A.41,67
<br />�R_ FJ,C.A.Lo'40-N6YI9
<br />REPORT NO.; 20-0727.02'
<br />DATE: July 2-7, 2020
<br />PRODUCT CATEGORY� Shutters
<br />PRO -DUCT SIJA-CATEGORY- Storm Panels
<br />PRODUCT NAME, 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Proil Products, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />1. -PURPOSE OF EVALUAIIQN-
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61GZO-3, Method 1D 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 20�0 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 SUBMITT
<br />Z1. PRODUCT EVALUATION DOCUMENT (P.E.D.):
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 18 Of IS prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,,, dated 0712712020, This drawing is an intept
<br />i IM47164hl
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<br />Evaluation Report. �,�Nx ... , ,
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<br />6-355N.W. 36thStreat, Suite 305,Mami, Florida 33166 - Pholie: ll 872114y , 1W
<br />. 6�* -1531
<br />COMPONENTS EQR REGULAR & LIFE $AFETY $TORM PANELS
<br />1
<br />(SCALE 1/2-l')
<br />- ---------- __________,__.______ 15,196, (71CIAL W!DTH)---- - ---------------- ---- ___ __.____ ------ A5AW (TOTAL WPDTH)- , ---,---- — -,
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<br />i — —12.500' (EFFECTIVE WWM)--- -- - .
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<br />I STEEL OR NICKEL PiATO STEEL). =Wrl 141;11111�` I I - I - I . I - - ow 2 o, 20 1
<br />1 1
<br />PRODUCT YVA1,LATION REEORT NO- 2(l 2
<br />,
<br />2.L.TEST.1REF!9RM
<br />,
<br />Large missile impact load tests were performed under SSTD 12�N standard as
<br />per section 1600.1.2 of the Florida Building Code. 11niform static loads as per
<br />Section 1709.8.3, per ASTM E-330� Test reports prepared by American Testing
<br />Labof South Florida, Report* 0814.01-01 dated 03111102wftnessed by William
<br />R� Mehrier, P.E., Boriz Moroz, P,E. and Henry Hattiam, - P,E. and Report No.
<br />�
<br />0219.01-69. dated February 25, 2001), sighed and sealed by Edrriundo
<br />Largaespada, P.E. and Henry Haltom, P.E. Large missile impact and cyclic
<br />loadings per Pratocots TAS, 201 & 203 as per section 1609.1.2�of the Florida
<br />Building Code. Test Report prepared byAmencan Testing Lab of South Florida,
<br />Report Na. 112101-10, dated Nov.ember23, 2010, signed and sealed by JuAo E.
<br />Gonzalez, P.E.
<br />.
<br />Tensile test report No. 9CM-198 hyQC Metallurgical, Inc., dated March 13.2000,
<br />signed arid sealed by FrankGrate, P.E, as perASTM E-S and TensileTest as
<br />per QC Metallurgical Report No. IOKM-1318, dated December 1, 201-0 signed
<br />and sealed by Jerry Jul,dofano, P.E. as per ASTM E-8.
<br />21 STRUCTURA -
<br />L ENG NEENNO C.All-gULATION8:
<br />11
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs, design
<br />wind load,,as Well as maximum anchor spacing vs. desigin'wind load and panel I
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1,604 of the Florida Building Code. Calculations prepared 4 T11teco,
<br />Inc., dated 12h B110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. TIllit, Jr., P.E.
<br />3. MI,9§ILE IMPACT RESIS NACE:
<br />I Mill __
<br />Large missile impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-,qg Standard and TAS 201.
<br />4. WIND LMS RESISTANCE:
<br />'
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shall be a's indicated on sheets 3, 9, 1 0, 1 1,
<br />12 and 17 of la of Product Evaluation Document (P.E.D.), drawing Ne; 20-175�
<br />�
<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 12-99 Standard.
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<br />E1101d=TVALUATION WORTNa 20-0727.0 3
<br />.
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated On
<br />sheets 3 thru 8, 12 thru 18 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, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />S.-MATERAL CHARACTERMMCS AND SPECIFICATIONS:
<br />Shall be Wictly in accordance with General Notes and Components indicated on
<br />sheet I and 2 of 18, (if Product Evaluation Dommont (P.E,D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet I of 18, of Product
<br />Evaluation Document (P.E.D..), drawing No. 20-175.
<br />LAdMITA11014-S-AW-C-ONDITIONs OF USE:
<br />T1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet I 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. Tilift, 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 structures.
<br />Product Evaluation Report prepared by WalterA. TfIllt, Jr., P.E, (Florida L[Conse
<br />No. 44i67), President of Tifteco, Inc. (Florida CA-0006719).
<br />WATALL
<br />EXI TILTECO AD.MON RECORDS I ?, E, REPORT.2C
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<br />-3: M0__ -_ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 6 & 9 - - 3: MAIL -
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<br />�____________ ANCHORS: FOR, CONCRETE SEE SCHEDULE IDN SHEETS 6 A, 9______________,_,____
<br />FOR WOOD SEE SECTIONS ON SHEETS 10 III 11
<br />RE9QLAR STORM . EANELS d) & & ELEYAJ19N
<br />HAS,
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