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<br />2,2, TES REPORTS:
<br />6. MAT JAL CHARACTERIS11-GS AND SPECIFICATION;
<br />ER
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<br />WATrR.R A TTLLrr JR., P.F,
<br />Large missile impact and fatigue load tests were performed under Protocol$ TAS
<br />Shall be strictly in accordance vvith General Notes and Components indicated on
<br />filte,o@wl.com
<br />VLPX.I.-N.�W,
<br />201, 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />PL C�l U.- N,, DG06719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-176. Anchor speaffications shall be as indicated on sheets 1, 7 and 21 of
<br />Testing, Inc- Reports 9 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPOR
<br />996-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P-E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 0411611998 and
<br />ft 2126 dated 10105/1 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS ND CONDITIQNSAF U_$E-
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2000, slgn�d and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7A � Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by 00 Metallurgical, Inc., dated March 13, 2000,
<br />on sheet I 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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by 7111teco, Inc. and signed and sealed by Walter A. Tillit, Jr., P.E.
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />2—.3.STRUCTURAL ENGINEERING CALCMLATMM;
<br />7.2. Product may 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 of the Florida 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: Qk&aLPr0hKUoElPrgdma&U,r
<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 />W�
<br />4800 S.W. 61 Street
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilleco, Inc.,
<br />wood frame structures.
<br />dated 11 103JOB and 0:3/12/15, signed and sealed by Walter A. Tillit, Jr., P_ E�
<br />Davie, Florida33314
<br />1, PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESISTANCE,
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report issued by Walter A. rillit, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719),
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />61 G20-3, Method I D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE:
<br />iiiiii1roollfoll,",
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<br />Professional Regulation.
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<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<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,
<br />IF * is
<br />I . _ - -'- . '
<br />�=� to. 4 4 1 6 7 % -_
<br />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />,_
<br />, � � �_----_- --- -a �-_ _ �t
<br />_71- Z-*,,.-- -�I_-,* , * -1
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, I 1,
<br />*
<br />_;�,Y�0��*�-., STATEOF -
<br />at least equivalent to that required by the Code.
<br />14, 15, 1 7, 18, 19, 20 25 and 26 of 26, of Prod uct Evaluation Document (PA. D.)i
<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 />"IfolillillnDITON
<br />a Building Code change that may affect ft limitations and conditions
<br />UNSIALLAMOM
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WAT)LL
<br />D;� TILTECO AD MON RECORDS � P. E. REPORT-20 ii GLOBAL PROTECTION PRODUCTS. LLC L 20 GAGE
<br />2� 1. PRODUCT EVALUATION - DOQLJMENJT (P.E.D.);
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />CAALVANIZED 15FELL STORM PANELk DRWG # M176 `, REPCIRT# 2M728.01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets I thrul 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 07/28/2020. This drawing Is an integral part oA,IP,I-
<br />Evaluation Report. wi,01i Ilk",
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<br />GENERAL N : 8 -A) IN CASE fHL1 PRECAST SICNE, OR PRECAST CUNCREIT PANELS, ST.1CW OR WOOD BOARDS RE F'OUNU 0. T'HE
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<br />. "ISTING WALL, ANCHORS SHXI BE LONG ENOUGH to R64CH 7HIV. MAIN 7TRb'CTkPiE7 BEHIND S004 PANELS
<br />I RIM PANEL SHOWN ON THIS PRODUCT EVALVI OCCUMEN1 IPC,D) HAS BEEN �FIR-VrFED FOR CONROAKE ,N ANCHORAGE S4NL BE AS MENTIONED IN RJ) AND IN 5.2).
<br />ACCORDANCE WITH THE n2O (71" WrITON) OF THE FLORIDA BUR-NN6 CODE. !r, 1DJ:6�A= -LW�&AE'�WK-R�bM-,;��,�!"dk-.W"(�
<br />DESIGN W140 LOADS SMALL 8� DMRMINCP kS PER SECTION 1620 OF THE ABOVE MENTIONED C41M - 1/4-# TAPCONF AFACNORS, AS MANUFACTURED Fly I I W BUILDCA. INC
<br />FOR A WIND SPEED AS REWPED BY THE 4UMSOICUON WHERE THESE SHUTTERS WTIT OLE W,ALIAX, AND - #14-10 P4NEWATIE FEMALE, * AND PANELMATE PLUS ANCHORS AS MANUFACTURED Ff EICO CONSTRUCTION PRODUCTS
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<br />OTS A CIRE-1110AWTIPACTOR gd�,ft. USING ASCE 7-16 AND SHALL, NOT EYC�Ko THE JANIPMUMA (AZO) - 1/4-0 LA, SCRM PEFT N o.s,
<br />DESIGN PPESSVIRE RATACS 00CAtED ON SHEETS 7 THFW 12. 14, 15, 16, TO & 20 - 7/16-0 � 5/87 WOOD EFLISHINC, AE D�SIRDIUTED 9�, ALI POINT St:ReW, BOLT & SPEEIAL"Y CO.
<br />IN ORDER 70 VERIFY THE NEFGV� QDNDMON IXTIFAAFE DESQ4 WIND LOADS DETERMINED PER ASCE 7-16
<br />SHALL eE FFW ATIVA)CED, TO WSO� DMIW WIND LOADS BY M001PLYINO W74 BY 0 6 h OMER ED C 11 MINIMUM ITATEADOG PEKTRATION INUO W'DW OF TAFCON ANCHORS SHALL EFE, � Ilr AND 2- POP ELCO PAHOLM4TE PLUS
<br />COURIARE TIW.SE W, MAX (ASTI) OESIDN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRTY 12, 1,I, is, ,6. To AT 2n AND PANELAW" PEVALE LID.
<br />14 ORDER TO WRIFY THAI ANCHORS 0. T,OS P ED AS TESTED WERE NDT OVER STRESSE), A JSR INCREASE IN ALLOWABLE C Z� MINIMUM T'IREADED PENETRATION Or LAO SCREW, INTO INE WWQ FRAME OhIr S,'Au BE � 1/2- TFG I'HFEADET.'
<br />PEhFERU1ION 4410 5niCCO SHAIL BE CONSIDERED AS PART IW TF4F PMJWEID TIHItAVED. PEXETTRAVON
<br />STRESS FOR WID LOADS WAS N2L USED ,N THEIR ANALYSIS FAMNERS SPACINP, TO WOOD HAS MEN DETERMINED IN
<br />ACCORDANCE WITH N,D,S, 2013, C 3) MINIMUM EDGE DISTANCE OF LAC SOREWS. INTO WOOD SHALL BE AS iHDTCfDrJ IN TTit� GRAONO
<br />STORM PANIL ' S ACEOLACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VEFtIFIEG IN ACCORDANCE WT. SECTION 1626 OP
<br />ENTO'" "
<br />T14E ABOVE M SIRFIRICANE ENGINEER A, TESTING INC REPORTS 196-S59. 96-570 & 96-T30 i�() C.4) MIMMUM PENETRAIXIM OF IFTOW BVSHING SHALL BE 5/8' 1�4' 0-20 SCREW, USED ,,,,� EIF 1 1/2' to.0 M)NMUV
<br />-WE A� PER - ,
<br />FEW�IR4110h TESTING LAB IND., REP(TfEl #2032 & #212(, . AS PROTOCOLS TAS-201, TAS-207 ME, TA5M3 SHOULD �-O= DtF.* AND 77' MINIMUM 'OR WALLS WTT,1 NO SIUCCO�
<br />AS WELL AS AMERICAN IEST LM OF $DUN FLORIDA REPORT 00219.01-09, AS PER TAS 201� TAS 202 AND
<br />TAS 703 STANDARDS. ' 5) IN CASE THAI 'RECAST STONE, OR PRECAST CONCRETE PANELS, S1I)CCQ ON WOOD WARDS BE F�XNO ON THE EXISrNG
<br />2 ALL ALUMINUM VKTRI 10 BE 6W!I-16 ALLOT AND TEMPER, (UNLESS OrHERWDEL No-,ED) SEE siiEr. 2 WALL. APiM�MS SrKL BE LONG ENOUGH TO REACH THE MAN STRUGrURr BENNO SUCH PAND-S
<br />ANCHORACE SHALL HE AS MENTIONED IN C. Q C 2) A C 4)
<br />I ALL ALUMINUM SFr-"- METAL USED AT CAOSURES SHAU. HAVE 3105-H!4 ALLOY. (U) ANCHORS SHAL- EE li5WIrn FrLLDVPhiD ALL OF ?HE RECOMMFNGAnf'*TS AND SPECf19CAWJNS C.rP THE ANCHOR'S MANUFACTURER
<br />A A" STUEL SHEET METAL PIATELS %MkL1 LOVE STPLICTLIRAL QUALITY STE� 45TM A-SV CRILDE SO FAN!MUM. D-60
<br />QN-VANtZED STEEL CES,OWTI,0N W/FY- 56,5 LAI (AFTER POLLED), 8 PANELS MAY ALSO RE INSTALLED HOM70I FOLLOWING iNSTALLATIEN DETAILS SHOWN ON SECTION � THR(N,OH 10 (SHEETS A
<br />$kRCFJQk4 6) UCFF� `NA1 FfLAOERS (D 4L i2) SHALL NOT BE USED
<br />5 ALL SCREWS TO V 5TANLE -ItMt_ iO4 OR ,116 MST SERIES OR CORROSION RE-1,1STAINT COATED CARBON �IEU AS PER
<br />CAN SWIFT W/ 50 i,si Of TO STRF,%TP4 AND 90 FIT TENSILE STREN04 & SHALL COMPLY W/ .FLORIDA BUILDING COOE 9 a SHALL BE 1HE RESTPONSISI OF THE li,'ONITLACTOR 10 VEI THE SOVINONMI or 'HE STRUCTURE WHERE SHUTTER IS TO RE
<br />SECTION .1.11,3,3,4, ATTACULD YiD INSURE PPOPM ANCHORAGE T1*5 SH'JrrER SHALL OFT, BE ATTACHED TO OCIWAETr, SLOCK OR WOOD FRAiI
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<br />5 BOLTS TO BE A61M A-3G7 CAL,D,1417,o) STEEL. OR XSI 304 -�ERIES Sin LESS EE WITH I W M (D
<br />SIRENITI, 10� EACH RECULAR STORM PANEL WIT LENGTHS OWN B*-8 THROUGH 1��.'-4', AS PER SECTIONS ,,, 9, 9 A, ,Q ANC ALTFTENATFW�� FTI
<br />I ANCHORS TO WALL "LL BE AS FOLTOWS SIN ig ION ON SHEETS �, 6 & IZ RESPECTIVELY. SM-1. HAVE A LEGI ANID PEA&Y %N51191.1. MARKING INSTRUCTING OWNER OR
<br />TENANT TO SECURE PANELS kkn�f APPLCABLE REINFORCEMENT DURING PCRIODS OF ItUARICANE WARNING
<br />(A) FQ,.V1l5r_%, f2�U=_9(tKnT. 11 THE INSrALLAnON CONTRACTOR IS TO SEALlCAULK Ai,,� SHUTTER COM"ONENT ED," WHICH REFLAR) OR CONTINUOUS "'0111ACT WRH
<br />1/�'O TAPCON ANCHORS AS MANWINCTURED 61 ITW ERA'OFX, INC (MIT f'-ZIRS ".,I) THE WILONO TO PREVENT MND/" NTRUSION
<br />- I /4 0 * 7/8` CALX-A! AFICHORS, AS MANLIWACTORED BY VEWAt,T INC (MIN 1',.30W P�*_L)
<br />_ I �. , - RE SP JAL 'O 1� STORM PA INSTALLATION SHAL4 COMPLY WT14 SPECS +NDorATCD IN TINPI UFWWiNr PLUS ANY BUILDING AND 2ONNr REUULAnONS
<br />/4 3/4� SOLID -SET ANCHORS, AS OLSTRIETOED By PJ_L PLAW SC W, BOLT A, EC TY T, "REYLTHE
<br />(Wo E-300a R.") .RCI JURISDICTION WHERE: PEROT IS APPLIED TO
<br />- 014-IU FAINELMATE FEMNi M Z, FAXELMATE PLUS ANCHORS, AS MANUMnIRED BY ELCO CONSTTOX-4UN PRODUCTS
<br />(MIN C-3-150 Pil) 13 to) TRS PRODUCT EVALUATION DOCUMENT IP10) PREPARED ET, 1hrS ENGTNCER. CS GENERIC AND oOFS NOT PROYDE INFORMAWN
<br />- 1/4�0 Cf TAFT-CRIP ANeNORS. AS �FFUFACIUIFED ST TRQ-FAST CORPOIRAT" (f'UW F.k,T $OR A SITE SPECIFIC PROJECT., - WHERE THE SITE CONUMONS DEVIATE FROM THE PED
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<br />A 1) MINVIUM MKOMEN; OF 7,NHION ANCHORS INTO POURM CONCRETE SHAF� BE i S/4': 2� POP, PANFLIAME FEMALE (11) CONTRACIO" TO BE RESPONSIBLE FOR THE SEIECTtON, PURCHASE &ND WSTALILA-CM MLILICINC OFE SAFETY Of PHIS PRODUCT
<br />54SED ON, TWS PEC� PROVIDED 4F,/SRE DOLS WT DEVDATE FROM THE CCFaMNS VETQLE-0 ON IHS DOCUMENT
<br />ID AND PANEMA17 PLUS AND I 1/�_ FOR CF 7AP-GR1P ANCHORS 'ONS'p
<br />" LFCT*N SAFETY AT SITE, 15 THE CONTRACTOR'S RESPONS11NITTY
<br />k�) MK-14 & SOLO -SE,' ANCHORS SHALL UE EMBEDDED 7/8' ,WO THE POURED CONCRETE NO EMBEDMENT INTO It) �rE PRODUCT -VF,LLA1IO,N DcXUmCNT fflu BE CONSOERED NVAUD if MI
<br />STVCCC SHALL BE PERWYTED, 1/4- 0-20 SCREWS USED SHALL BE 1 1/2- LONG MINIMUM SHONLD STWCG EXIST
<br />NO I' ONTMUM FOR WFULS WITH NO STUCCO. AND "Y BE HEADEO SCWWS OR � THREADIN) SCREWS W/O I W, toll STIT SPECIFIC IRTWECTS SHALL BE PREPARED BY A FLORIDA REGIS�,FFZED ENGINEER OR ARCJi`TCCT WHICH WILL PECC.E THE
<br />0111 WMR WIND IUIM ENGINEER 07 RECORD (E.D.R.) FOR THE PqMCT AMID WHO WILL BE RCSPONI-AfELE POR THE
<br />PF?0KR USE OF THE FED. ENGINEER Of RECORD, ACIINC AS A DELDWED ENGtNEEFF TC1 THE
<br />A 1) 1?4 CASE THAI PRECAST STORE. PRF(.AST GONCRETE PANEL-, RAVERS, STU-ZCO On WOOD --QARDS BE FOUND ON THT P E.O ENG'INtER, SILAUL SLtUM11 TO THIS LATTER THE SITE SPECIFIC DRAWINGS MR REVEW.
<br />EXISTING WALL OR PLCQR� ANC�OQS zi,ALL BE LONG PNOUGH TO REACH THE OAN SIRUCIVRE BEHIND SUCH
<br />_ At"CHOW
<br />PANELS ,E Sf� BE AS MENTIONED IN A 1) AND M A,2) to) THIS -1.0 SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNAlvRE Of WE rRM-SKINAL
<br />EN41NEER OF RU_�ORD THAT PREPARED IT
<br />(13) IQ-LA15�i-�.f�-,--C�,-JY&.L-AST-4--�799
<br />- * TAPCON ANCHORS AS VAN.FAOtURED BY I I . SULDEX, INC 14 SHI MANUFACIDRER'S [,W1 SHALL HE LOCATED ON A PLADIL� 'ASIOLE LOCAMN AT STOW
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<br />4 . , 7/8, CLA PA14EL SHUTTER IN ACCORDANCE 'MIN SECTION 1709 9,3 OF FJDR�OA VUILD,H� CODE ORE LABEL
<br />- / , LN_LN ANCHORS Al MANUFACTURED ETT DEWAL7 INC (MIN. I'- I Wo P ; SHWL PIE PI -ACED FOP. EVERY OPENINC LAWLING T� COMPLY WOH SE01ON 170�,92 OF -14E
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<br />� t/4"i, F, _7 ANCHORS, AS UNS7RETUTED BY ALL PONT SCREW, iSOLT A, SPEC,AL-ly GO rLIRIDA BDAWK CODE
<br />(MIN I,- 1PUD P -) I
<br />- #14 ,,, PARE10W Fr"-E Ic AND PANEL41ATZ PLUS ANCF4ORS. AS MANU17AMETED 01 ELCO tONWRUC�RO�N I$ DRAW= SHALL MY BE USED TO
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<br />VVEW 01 rAPOON ANC�OFTS, EL,.Q PANEUMTES AND CF TAP -GRIP ANCHOR. . � 11 � FLORIDA BUILDING CODE (High V.I.city ho,,icome Zone)
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<br />%2) CALA-IN & SOUIG-SET ANCHOn '_I,LAU BE EMBEDDED 7/8' [NrQ THE OUNICRETE BLOCK UNr NO EMEDS � -1 --.-,- --- — "'
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<br />14TO SPJC,QO SHA�$ SE PERMITTED '/4' 9-20 SCREWS USED SHALL 13E I 1,�'.'* I.Dhr, MIAMI* sHaUL3 'CC . . - _ I GLIAL PROTECTION PRODUCTS. LLC. I
<br />EXIST, ANO I" WHANO FOR WA"S WITHI NO ST�JC,�O = 0 " ,.---- _'_1 I/ IILIECO,.. \
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<br />INSIAMTION DETAILS
<br />FOR REGULAR PANELS01) & ,1A
<br />INTO 'XISTING POURED
<br />CONCRETE OR CON-CRETE BLQCK STRUCTURES C0.171cm ANCHORS;
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<br />_2�e _____ _ __ ____
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<br />/ I L ECO ir,lili
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ . - I ___ - - . _ - --.--- - _ -
<br />WALTERA. TILLIT, a, RE, YRODUCT EVALUATION REPORT
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27, 2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SIJB-CATFGORY:
<br />Storm Panels
<br />PRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />global Protection P lm;t*JJX
<br />4800 S.W. 51 Street
<br />DaVie, Florida 33314
<br />- tilteco@aol.com
<br />R.Fr T,ii,T-No 4410
<br />F,-I.A. u- -No. ADS?] 9
<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 />SIG20-3, 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 verIfled 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 reviewand 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 DOCUMENTIP.E, .-
<br />Di) -
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets I 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 integ*�V!�106Q,ls
<br />,
<br />Evaluation Report. ,,�,,Il� - Q/N,
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<br />6-355 MW 36th Streeto Suit,-- �05, Nfiami, Florida 33166 - Phone: (305) 871 -fNtVA94�1�5%
<br />. ,M-1531
<br />COMPONENT5 FOR REGULAR 8-C LIFE SAFETY STORM PANELS
<br />(SCALE I/2I=l-)
<br />- _ ___ -, , __ --- - - _ 15,196' (TOTAL, *DTH) - - - _11-1 I � - _ - . _-1-111- is 196' (TOTAL WIDTH[) 1-1 I - I -_
<br />! _____ I __ -1 12.5m. PFEcTIVE WIDTH) - - , � - ---- I I
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<br />END LIP W1 HEMMED EDGE.
<br />(�) *h" HLA12E (� V,_� (�) ANGLE (R ANGLE WITH 5IUD @ ANQU--M
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<br />,,—'----,-
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<br />ALUMINUM ANG MONOLITHIC WASHER W/ AMTKAVUL � - (1-io --- - . DID ko-i",
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<br />IN5TALLATION QUAIL$ FOR REGULAR PANELS(T) & 4A M SJ92LUM INMU901N IN MW MOM
<br />INTO EXISTING POURED CONCRETE OR COt!CREIE IRLOCK SIRYLIUR�M QQ4M 8= OR =
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<br />ZZ TEST REPOR -
<br />Large missile impart load tests were performed under SSTD 12-H standard as
<br />per section 1609.1.2 of the Florida Building Code, Uniform static loads asper
<br />Section 1709.8.3, per ASTM F-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814-01 -01 dated 03/11102 witnessed by William
<br />R. Mehner, P.E., Sort- Moroz, P.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespada, 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 Novembei-23, 2010, signed and seated by JWIO E.
<br />Gonzalez, P.E.
<br />Tensile test report No. 9CM-198 by OC 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 Metaflurgical Report No. 1OKM-1 3iS, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaciol'ano, P,E, as per ASTM E-8.
<br />2.IITRUCTURALENOWEERI-NA-CA-L-QWJkTi-ON—S'
<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 Tilteco,
<br />Inc., dated 12/1 B/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />X Tillit, Jr., P.E.
<br />3. M1116�51LE IMPACT RESIaTA JE:
<br />Large missile Impact undersection 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WND LOAD-6-RESIS NCE:
<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, I 1,
<br />12 and 17 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175�
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, ll� 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.
<br />hU)JDUCT'RVAI,UATL0ARU -0727.02
<br />DET NO, 20 2
<br />5JX&TA_LLATION-
<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. 15, 16 and 18 of I 8, of Product Evaluation Document
<br />(P.E-D.), drawing No. 20-175.
<br />t. MATERIAL CHARACTERISTICS AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes ,W Components indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P. E,D.), drawing No. 20-176-
<br />7-ItMITATIQN
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20-175
<br />prepared by Tiltecok, Inc. and signed and sealed by Walter A. TIM, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined an section 1620,2 blithe 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 Tifteco. Inc. (Florida CA-000671 9).
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