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<br />TILLIT TESTING & ENGINEERING COMPANY
<br />WATTFR A- TILM JR., RE ____ __ Is]"
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<br />PRODUCT EVALUATION REP -OR
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28,202Q
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT ISJUS-CATIFOORY- Storm Panels
<br />PRODUCTNAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Qlobal Protection Eroducts L
<br />48DO S.W, 61 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATI N:
<br />This is a Product Evaluation Report Issued by Walter A. T'llilit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LILC, Rule Chapter No.
<br />61 G20-3, Method i D of the Florida Depa rtmon t of 8 usiness 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, end to verify that the product is fat 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-SUSIMITTED:
<br />2.1. PRODUCT EVAILLIATION-DOCUMENI(P.E.D.)m
<br />Drawing No. 20-176, frilled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tifteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P,E�; dated 07128/2020. This drawing is an integral part,islpsls
<br />Evaluation Report, "p0l 411"
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<br />2.2. TESTREPORTS:
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of th&Flodda Building Code. Uniform static loads
<br />as per TAS 202 Protocol, Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1 996, #96-570 dated 09118/1996.
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />J Fenestration Testing Laboratory, Inc, reports # 2032 dated 0411611998 and
<br /># 2126 dated 10/05/1 998 witnessed by Gilbert Diamond, P.E. and Report No-
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaospada,
<br />P.E. and Henry Hattern, 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 />2.3. STRUCTURAL EN NEERINGCALCfi.A1KMJ:
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<br />On 20 Cage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as welt as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 0 of the Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />dated I I/OVOO and 03112115, signed and sealed by Walter A. 7illit, Jr., RE,
<br />3. MISSILE.IMPACT RE.SISTANJ
<br />Large missile Impact under section 1626of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-WND LOADS RMSTAN -
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall bees 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, I 1,
<br />14,15,1 7,18, 19,20 25 and 26 of 26. of Product Evaluation Document (P.E. DJ�
<br />drawing No. 20-176,
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<br />Installation shall be performed steictly 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. 14,16,25 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176,
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<br />GENERAL : 83) IN CASE THAT PRECAST STOW, OR PRECAST CONCTIM PANELS, STUCCO OR WOW BOARDS SE FOUND ON 'HE
<br />fftm = W_AjW_fiKAh= zim- SnORM I EXISTING *ALL 94COORS SHALL BE LONG ENOUGH TO BEACH TNEI MA,q STRUCTURE BEHIND SUCH PANELS,
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<br />I STOW PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT tPCO.) HAS BUN VERK101 FOR COMPLIANCE IN ANCHORAGE SHALL BE AS MENTPORD> N 9") AND IN Br2).
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<br />ACCORDANCE WIN THE "20 (7th EDITION) OF THC FLORIDA OU11,0114C. CODE WM;
<br />W. GUILDEX. INC
<br />DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION I 620 OF THE ABOVE MEKTIONED CODE.
<br />FOR A WIND SPEED AS'REOUM EIY THE 4URWnQN WNEK THESE SHUTTERS WiLA Or INSTALLED AND - J14-10 PANVAATE FEMALE tU *D PANEUVATE PLVSr ANCHORS, AS MARWACIVRED VY ELCO CONSTRUCTION PKVK7S
<br />FOR 04 GIRECTPORkAy FACTOR KPI-0.85� USING A$CE 7-16 AND SHALL NOT O(CM THE MAXIMUM (A,S,D) - T%# LAG SOKWS PER N OS_
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<br />DESCUN PRESSURE *PNOS INIXATED ON SHUTS 7 THRU t2. 14, 15, 16, 19 TIP 26, - I 6'0 w 51W V=0 ROSHM. As VISIRIBUTED RY ALL OMNI SCREPN BOLT & SPEVAL'D OD.
<br />IN ORDER TO VER" THC ABOW CONDIFION, ULWIE DESIGN WIND LOADS DETERMINED PER ASCF 7-TO
<br />SHALL BE FIRSTRECO-10 70 ASO- OMW MAT LOADS BY MULTIPLYING TIMM BY OA IN OACEN TO Cl� MINMVM THREADED PEWE�7RATION` INTO WOOD OF TAPGON ANCHORS SHALL M I 1/2- AM 2- FOR O,CO PANMIKill PLUS
<br />COWPME THESE W1 MAX� (AISO) OE$ACFs P%fSSLRN RATINGS INDICATED ON SHEETS 7 THAI 1,1. 10, 15, t6, 19 4 PO AND TANDEM" FENAUE 10,
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<br />IN ORDER 70 VMFT 3W, ANCHORS ON THIS PC Or AS TESTED WERE NOT OVER STRESSED. A 33Y INCREAM N ALLOWABLE C,-�) MINIMUM THREADED PENIVENTION Or LAG SCREW, IWO THE WOOD FRAME URN SH%L1 $E 7 1/2-, No THREADED
<br />PENEMATION INTO STUCCO SKALL BE CONSIDERED AS PART OP Tilt RECKHRIED THRMED, PENETRATION
<br />STRESS, FOR AING, LOADS WAS 1ADL USED -0 THEIR ANALYSIS FASTENERS SPACING TO WMI1 MIS MN DEFERWITO IN
<br />ACCORDANCE WWH NZ5, 2018, C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS. INTO WOOD $HALL BE AS sINDCAFED Ai THIS DNAVHC
<br />STORM FANQ:S ADEQUA.C` FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOYE MENTIONED CODE AS PER HURRICANE ENGINEERING & TESTING WC� REPORTS 116-560, 96-ST70 & 96-T30 AND C.41 MPNIN4JM PENETRATION OF WOOD EIUSHENC SHALL BE 5/S� t/4- 0-20 SCREWS USED VAU &F 1 1/2- LONG MINIMUM
<br />FENESTRATION TE'STLY10 LAS INC,, REPORTS 12032 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-ZDS, ISMILILD STUCCO DIST AND 1* MINIMUM FOR WALLS WITH NO SSIUCCO
<br />AS WELL AS AMERICAN TEST LAI) OF SUUrH FLORIDA REPORT, #02 I 9,01 -09, AS PEN TAS 201. IAS 202 AND
<br />TAS 20 STANDARDS- C5) IN CASE THAI PRECAST STONE OR PRECAST CONCRETE PANELS� STUCCO OF *000 BOARDS BE ;WND ON THE EXISTING
<br />2 ALL ALUNINOM DITRUSIONS TO BE 6M�-T6 ALLOY AND TEMPER. (URLESS OTHERWISE NOTED) SEE SHEET 2 WALL. ANCTIORS SHALL BE LONG ENOUGH TO REACH THE MAN STINUCTURE EICHLAD SUC44 PANELS
<br />ANCHORACE SPAU. BE AS MENTIONED IN C_ 1) C�2) & C .)
<br />5 ALL ALUMINUM SHECT METAL USED AT CLOSURES SHALL HAVE M5-H14 ALLOY. (0) ANCHORS SEAL- BE NWALLED FOUJQWNG ALL OF THE RECOMMIFNE10TIONS AND SPECIFICATIONS OF THE ARCHM'S MANUFACTURER
<br />A ALL STEEL SHEET MCIAL PANELS SkALJ HAVE STRUCTURAL OUAUTY STEEL- ASTM A-653 GRACE SO MINIMUM, C-60
<br />GALVANIZED STEEL CESIONATION W/fY- M.5 s,sH (AFTER ROLLED). 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWN0 NSTALLAT;ON DETAPS SHON,N ON SECnON 3 THROUGH 10 (SHMTS 4
<br />THROUGH 6) "XI-FiT TRAt K-ADERSO&O SPIALL Not BE USED
<br />5. ALL SCRM To EIE STAINLESS STEEL 504 OR 316 AISI SERTES OR CORROSION RE51SIANT COATED CARBON STEEL AS M 9 IT SHALL W THE FM5POWWTY OF THE CONTRACTOR 10 VERIFY -THE SULANDRESS OF THE 1-INUC-TURE WHERE SNU IS
<br />kw YIELD STRENGTH AND N P34 TENSILE VITRICITH III SHALL COMPLY %V FLO BUILOWIG CODE PTER TO BE
<br />DIN 50048 IF AIDA
<br />SECT" 24 14350
<br />'1k ATTACHED TO NSUPE PROM ANCHORAGE MIS 35MVITER SHALL ONLY BE ArTACNED To CGKRM %OCR OR Waco FRANC
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<br />8 SOLIS 70 BE ASTM A-M7 OALVAPAUD STEEL, OR A'St 304 SMES SIAINLEM SIIEJq� MTN _% INj MINIMUM YIELD
<br />STRENGTH )O. EACH ITGOLAR STORM PANEL MIH LEtR;TWz MR W-8 ITTROUGH 12'-4�. AS PER SECTIONS 6. S. 9 & 10 AND ALTERNATIVU &W,
<br />I ANCHORS TO WALL SHALL OE AS FOLLOWS SW Iss IOW ON SHEETS 1� 6 A 12 RESPECIVELYI SHALL HAVE A LEGIOU AND AIAMY VISIBLE MARKING INSIRUCONO OWNER OR
<br />TOW, TO SECURE PANELS WITH APPLICABLE REINFORCEMENT OWNG ETIRODS OF HURRICANE WARNING
<br />(A) 1Q�VAVMa_MJ_=_GOM=, It THE WSTAUATION CONFIROCIANN IS �O SWCAULK Ail WUTTEW COMPONENT EDGE$ A-XR ROAN 1:4 CQHNNOOUS (XINTAcT WITH
<br />-1 1/4-0 WCON ANCHORS AS MANURACTURED BY (T.W, ROILDEX, ski: (MP� V�3192 p.,L) THE WqPNC TO PRCVW WIND/" ENTRUSION,
<br />- /4' 0 � 7/r F"-IN ANCHOR5, AS MANUFACTURED By OCMELT INC, (MIN, f-UW P ILI)
<br />- 1/4'W 9 3/C SDUO-SET ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, BOLT & SPEtALTY CO. 12, STORM PANEL INSTALLATION SNAIL COMPLY W4 SPECS MOWED 10 TH4 DRAWING PLUS MY F
<br />, jUILDIN�, AND ZONING REGULATIONS
<br />ch,,,c C-300 si�.O PROVIDED ETY THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- 1114-10 PANELMAX fEM&LE ID & PANELMAIT PLUS ANCHORS. AS MANUFACTURED By CLOD CONSTRUCTION PRODUCTS
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<br />(MIN t'33bo P,�-Q 13 (P) THIS PRODUCT tVALUAT PON DOCUMENT (P.E D,) PREPARED IFY THIS ENGINEER IS GINERIC AM DOES NOT PROMUIE IWORMADON
<br />- 1/4�0 CF TAP -GRIP ANCHORS. AS MANUFACIPRED BY `LRU-FAST CORPORAT04 (f-3600 ,s,is,c) FOR A WE SPECIPPIC PE?0JCC7', if. WHERE " SITE CONDMONS DEVIATE FROM THE P CD.
<br />A. 1) MINIMUM EMBEDMENT OF TAPCGN ANCHORS INTO POURED CONCRETE SHALL JN) CONTRACTOR TO BE RCSPONIHSLE FOR THE SELECTION. PURCHASE AND INSTALL-ATICH INCLUDING (IFE SAFETY OF THIS PRODUCT
<br />BE 1 _�/V! 2* FOR PANE-LAAATE FEMALE BASED ON THIS PE11. PROVIDED HEISHE DOES NOT DCV14TE FROM THEE CONDITIONS DETAILED ON THIS DOCUMENT
<br />90 AND PANEMALTE PLUS AND 1 1/4- FOR CF TAP -GRIP ANCRORS� CONSTRUCTION SAFETY AT SITE IS 7K CONTRACTOR'S RESPONSIRTIATY
<br />&2) CALK -IN & SOUD-SET M04ORS SHALL HE EMBEDDED 7/8* INTO THE POURED CONCRETE NO EMBEDMENT INTO ic) Ii4IS PPOOUC`t EVAU.NAMON DDCUNWNT WILL BE CONSIDERED INVALID if MODIFIED
<br />SIIUCCO SHALL RE PERMITTED 1/4' 0-20 SCREWS USM SHAUL SE 1 1/2- LUNC MENI,MUM SNOULD STUCCO OITST�
<br />No " MINIMUM FOR SALLS WITH NO STLWCO. AND MAY Ef HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD. (d) SITE SPET1,4C PROJECT- SHALL BE PREPARED SY A FLORIDA REGISTERED EN(RNEER OR ARCHITECT WWC4 WILL BECOME THE
<br />BUT WITH WIND NUTS ENGINEER OF RECORD (E.O.R) FUR THE PRCUECI AND WHO WILL U RMPONSIALE FOP THE
<br />PROPER USE OF THE PXO. ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
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<br />A, 31 IN CkSE ThAT flitCAST STONE, PRECA17 CONCRETE PANELS, PAPERS, STUCCO OR WOOD BOARDS BE FOUND OR THE PC 0, DICHRUA. SHALL SUBMIT TO THIS LAFTER THE SITE SPECIFIC DRAWINGS FOR RPIPTI'L
<br />EXISITNG WALL OR FLOOR. ANC. -ORS SPAU 13E LONG ENOUGH TO REAC14 THIT PAW SIRIXTURE BEHIND SUCH
<br />PANELS VCHOEA" %AU, HE AS MUMONED IN A 1) AND IN A.2)� (6) THIS RE 0. SH&L " THE DATE AND OR*ftAL SEAL AND SIGNATURE Of THE PROFESSIONAL
<br />ENGINEER OF RECORD 144AI PREPARED IT
<br />(a) To EMUNG W&_X__XUi1aX_ft1._A�1y_G___W t4 SHUTTER MANUIPsCTURERIS LABEL SHALL BE LOCATED ON A READIL� VISOLE LOCATION AT STORM
<br />I/C # TAPCON ANCHORS AS MANUFACIVROO By i I IN SUILDE,I� Ac�
<br />PANEL SHVTMP FIT ACCORDANCE WITH SECTION 1709, S OF FLORIDA OUILDNO GOOD- QN� LABEL
<br />- ,/4� 0 P, 7/47 tA04-IN ANCFORS� AS MANUFACTURED BY DE*ALF MX� (MW 0`�I$00 p.mi) SHALL BE PLACED FOR EVERY OPENING, LABELING TO"COUPLY WITH SECTION 17OR1.2 OF THE
<br />- 4/4-Is X 3/4- SOQD$-.1 ANCHORS, AS DISTRIBUTED BY ALL POINT SCREW, DOL, a SPEITAL-II, co rLOMA QUH,OING COM,
<br />(MIN, f-Im P.,J,)
<br />- #14-IU PANELKATE FEMALE TO AND PAND.MATT PLUS ANCHORS, AS MANUFACRURED BY ELCO CITAISiftVION LY CIE. USED TO- I
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<br />PRODUCTS (MIN, V-ZO71 P'.I) ,�XUHIHI411014 � �;iXZOA
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<br />CPTAP-ORIP ANCHOAS� AS MANUFACTURED Bw TRO-FA$1 CORPORATISH
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<br />INTO STUCCO SIIAIJ� BE PERNIM-0 t/4- #-20 SCREWS USED SHALL BE - i/2- LON(', MINIMLIN 1,0HDUI3VCO
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<br />. Ili �i INSTALLATION i
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<br />it NO. 20-0728;01 1
<br />CTERISTICS AN , IF
<br />_1 _01PEC
<br />Shall be strictly In accordance with General Notes and Components indicated oil
<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. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 1 1 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20-176
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A, Tillit, Jr,, P.E,
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES 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 Walter A. Tillit, Jr., P.E. (Florida License
<br />No. 44167), President at Tilteco, Inc. (Florida CA-0006719).
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<br />WATILL
<br />D;i TILTECO ADMON RECORDS � P. E. REPORT-20 � GLOBAL PROTECTION PRODUCTS, LLC I 20 GAGe
<br />GALVANIZED 5TEEL STORM PANFLk DRWG # 20476k R6?ORT #2"728.01
<br />/.—.--.. —
<br />Z 11LIECO- - I ; CL
<br />TILLIT TESTING rx ENGINEERING COMPANY
<br />WAMICA. TILLIT, M, P.11 fiftecoca'aOLCOM
<br />PRODUCT LEVALUATION REPORT RIPT Gic-4o 446"
<br />V,,CA.L1,PiLs111..A(RL?19
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SIJB�CATEGORY.
<br />Storm Panels
<br />PRODUCTNAME,
<br />24 GA43E GALVANIZED STEEL STORM
<br />PANEL I
<br />MANUFACTURIJ
<br />Global PratectianZmAuollt,=
<br />4800 S.K 51 Street
<br />Daviie. Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />This product ts,beingl'sSued an Evaluation Report as described heroin, and has
<br />. � I , � I ,
<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 />ThIsProduict Evaluation Report shaft be subject to review and revision in case of
<br />a Building Code changethat may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2-1. PRODUCT EVALUATION DOCUMENT IP.E.D.):
<br />Drawing No.20-175, liftled"24 GAGEGALVANIZED STEELSTORM PANEU,
<br />sheets I thru 18 of 18 prepared by 111teco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr,, P.E.; dated 07127)2020. This drawing is an inteR
<br />,y*�Jsn
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<br />Evaluation Report. ,,,,_`Z�'.. � .: -,?�ii ,
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<br />� $PACER , i
<br />I- , , P.T, WOOD PLATE : I Top & BOTTOM MOUNITTAIGS CANI BE
<br />'i �� I xr . BEANO TRACK -;e, � I """ IN , , To ", " CASE ll� �Pwl
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<br />I I i =PTr_ __� .. , ` � FLORIDA BUILDING CODE ("!0 Visil"Ity IN
<br />.
<br />� IMOL's"WiNUIPIR"'.11, Ae EIV�Vl ,.,A, Icarte zone)l
<br />—COARCIT NKHM-_
<br />CONCEIM BLOCK 'L; IAIL. V.w HOOHT 10 ME I .�
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<br />OsW 1 1(2- MI ,�,, - 0 1, Is 02720 R.TEM �_
<br />TAP ,ss�rs!DULZ
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<br />3 MIN. RCOURRED, Nix.1 NOAH,. 3 , 20 GAGE GALVANIZED STEEL StORNI PANEL " W, I
<br />. 44167 '.. Z DR4,01
<br />Z
<br />X� 39CTION X_X = '1117' = 'C" -
<br />W.ALZ S/S.,- . * In/cm
<br />6�**!rm�_�,� Ra
<br />S-0. _]> CLOBAL PROTECTION PRODUCTS, LLC, " �"
<br />DUAIL EQR SPACERS RLQWM Al IN OR , % S OIL I dz Im Ism, STREE
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<br />ADJACEM TO M&COLMQ III . , AID's, ,JP - _-<�, , "" XAW� FL =1
<br />,., .. 7j" -, t"Iftsi-750, PAN, �..).,-OM 20-176
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<br />11110DUCI'IrVAI,I.AnONREPOItTINO, 204,727,az 2
<br />22., TFAT REPORTS,
<br />Large missile Impact foad testswere, 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# D814.04-01 dated 03/1 1 I1102 witnessed by William
<br />R. Mehiler, P.E.. Boriz Moroz, P.E, and Henry Hattem, P.E. and Report No
<br />0219.01-09, dated February 25, 2000, signed and sea-ted by'Edmundo
<br />Largoespecla, PX. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1609.1.2 Dfthe Florida
<br />Building Code. Test Report propared by American Testing Lab of South Florida,
<br />Report No� 11 23,01 -1 0, dated November 23, 20 1 0, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />.
<br />Tensile lest report No. 9CM-198 by 00 Mettillur,gical, Inc., dated Match 13,200R,
<br />signed and sealed by Frank Grate, P,E, as per ASTM ti-8,and, Tensile Test is
<br />per OC Metaflurgiael Report No. 1 OKM-1 318, dated December 1, 201D signed
<br />and sealed by Jerry Jaclofano, P. E, as per ASTM E�&
<br />2.1 TRUCTUIRAL ENGINE9PANG CALO-LAT-1911IIIS:
<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 rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. ,Calculations prepared by Tiltesco,
<br />Inc., dated 12/1 B110 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E,
<br />1 MIS61LE ACJ_ "ES IT
<br />I MANCE�
<br />Large missile Impact underiSes0tipin 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.,
<br />&WIND LOAD"ESIS.T -
<br />ANCE.
<br />24 Gage Galvanized Steel Storm Panel haR been verified to sustain wfrfd
<br />pressures. Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of le of Product Evaluation Document (P.E.D,), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be asindicated on sheets 5, 9, 10, 11, 13thru 16
<br />and I 8 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 SSTO 12-99 Standard,
<br />tKCM='EVA11AJATf0_N R �PDBJNOL LO-0127.02 3
<br />5. INSTALLATION. -
<br />Installation shall be performed strictly in accordance with details indicated on
<br />,
<br />sheets 3 thru 8, 12 thru 18 of 1 8, 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 5, 15 and 18 of I 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />0, -MATERIAL C14ARACTERJSTICS AND SPECIFICATIONS:
<br />U-) V
<br />Shall be strictly in accordance with General Nolesand Components Indicated on
<br />C=
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing No,
<br />20-175,
<br />_mj
<br />�1=11
<br />CU
<br />Anchor specifications shall be as indicated on sheet I of 1 8, of Product
<br />,
<br />-:)
<br />")
<br />b.
<br />e
<br />Evaluation Document (P.E.D.), drawing No.,20-175.
<br />?i
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<br />"IMITATIONS AND CQNQMQNS Of USE:
<br />.
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<br />7.1 � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indica
<br />'�
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<br />on sheet I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20- 75
<br />-2
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<br />prepared by Tllteco, Inc. and signed and sealed by Walter A. Tlllft, Jr., P.E.
<br />, E
<br />CU 0
<br />-4
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />S
<br />I= ci
<br />.-
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<br />,
<br />_iii:
<br />as defined an section 1620.2 of the Florida Building Code,
<br />.B .2!
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<br />=
<br />7.3. Product shall only be installed into poured concrete, concrete block, and
<br />Z.� CL,
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<br />=
<br />wood frame structures.
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<br />Product Evaluation Report prepared by WalterA. Tillit, Jr., P.E, (Florida License
<br />�
<br />0.
<br />C.)
<br />IH.
<br />No. 44167), President of Tifteco. Inc. (Florida 0A-0006719).
<br />,
<br />;
<br />WATiLL
<br />D_'I T!LTE.CO AMON RECOR DS � P, E. REPO RT.2(
<br />GALVANIMED STEEL STORM PANEL kDRWG#2D-175%
<br />1/4, 2/4, 3/4, 4/4, 5/5, 7/5.
<br />1
<br />-Akh,IW/10, 2W/10, 31V/1% 4W/10, _* 6/5
<br />ISW/10, 6w/11 & 7W/11
<br />_3 4'. n__ __ __.__._ _., ANCHOIRS: FOR CONCRETE SEE SCHE DOLE ON SHUTS 0 & 9 ____ - - __4' WX_
<br />I 1: Risk I FOR WOOD SEE SECTIONS ON SHUTS 10 & $1 _ � I, MR. :
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<br />ANCHORS FOR CONCRETE SEE SCHCOUIZ ON SHUT 2
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<br />t DNGRD� i _T "MWOELD. 7 t C044=CK 1* MIN, 767' 3' M-i
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