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<br />TILLIT TESTING & ENGINEERING COMPANY
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<br />�VATTFR A. T7LLrr, JR., F.E. tL1tCCO@aoJxOnY
<br />YLP, LN,,.�I-77
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<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: QtQbaLPWftdI!1nP_r0AWA5JJIA
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1, PUIRPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Isstrad by Walter A. Tillilt, Jr., P.E. (System
<br />ID # V306) to the Global Protection Products, li Rule Chapter No.
<br />61 G20-3, Method I 0 of the Florida Department of Business and
<br />Professional Reguitation.
<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 allBMITTED.
<br />2.1. PRODUCT EVALUATION_D0CUMENJ_(p.F_ D -
<br />�
<br />Drawing No. 20-176, titled 1120 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets I thru 26 of 26 prepared by Tilteco, InG.; signed and sealed by Walter A.
<br />Tillit, Jr., P,E.; dated 07/28/2020. This drawing is an integral part s
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<br />Evaluation Report, ko , A, r/� �'��#,,
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pharie: (305) 871-153 " I -, , 1, , . I
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<br />JPROQU:�T 'AL"TIO RUP0111h(Q. 104I728,01 2
<br />2.2-TES -REPORTS:
<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, Inc., Reports # 96-569 dated 08/09/1 996, #96-670 dated 09il 8/1996,
<br />#96-T30 dated 09/20/1996, 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 10/0611998 witnessed by Gilbert Diarrond, P,E. and Report No,
<br />0219.01-09, dated March 4, 2009, signed and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E,
<br />Tensile test report No. DCM-197 by QC Metallurgical, Inc,, dated March 13, 2009I
<br />signed and sealed by Frank Grate, P.E.
<br />Z.S. T_LICTURAL ENG N -RI CLILAT1101I
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<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 Flohda Building Code. Calculations prepared by Tiltecor, IM,
<br />dated 11/03JO8 and 03112/15, signed and sealed by Walter A. Tillit, Jr., P. E,
<br />3. MISSILE IMPACT RESISTANCE;
<br />La rge missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4-WIND LOADS-FtIE
<br />,SISTAN-Gli
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as 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, 1�, 17,18I 19, 20 26 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20,176,
<br />5- INSTALLATION -
<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 />(Ii 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 />GENEWIL. : B-1) IN CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, S�UCCQ OR WOW BOARDS HE FOJ�RD ON 14
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<br />tXISTWO WALL, ANKETICIRS SHALL BE LONG ENOUGH TO REACH THE MAIN SIRUCTttRE BEHING SUCH PANELS
<br />I STORM PANEL SH06" ON T�tS PRODUCT EVALUATION DOCUMENT �PED) NS BEEN VOPPIED, FOR CWPLMNIF IN ANC,iOME S� BE AS AFENTIGNID, IN 0,,) A40 IN 8 2).
<br />Acwpwha AwTH TPE 202JO (7th EDITION) OF THE FLORIDA SUILDIN4 CODE: (�) _1Q-LEsT1hQL:t=_VtA_sEQ1QM. "Bafff" �._D�Z,5. girt-
<br />DESION WHO LOADS SHALL BE DEIERNWED 45 PER SECTION I 620 OF THE ASI MDAIRCIFIZO CODE, - I/','# TAPGON ANCHO F. AS MANUFACTURED BY I I W allikDEA. INC
<br />FOR A WIND ME AS REQUIRED By THE JURISDIICTION WHERE THESE SHUTTERTS iffitl BE INSTALLED AND - #14-10 PANU-MATE FEMALE 0 AND PANEIJANTF PLUS ANCHORS, AS MANUFACTURED BY F,,CO CON55TWIC11014 PRODUCTS
<br />FOR A DlRECTKFF1AJwFArTQR Kd--DB5 USING ASCE 7-IS -AD SHALL, NOT EXCEED W MAXROLIM (ASCII - I/4*0 LAG SCREWS PER N DS�
<br />DESIGN PRESSURE RATINGS iNrt� 6Y StiMS 7 THRU 12, 14. 15. III. f9 & 20, - 7/16'- � 5)18' WOOD BUSHING, NS DISTRIBUTED BY ALL MINT SCREW, 13OLT A _SPECAI,rY CC
<br />IN ORDER to VERRI THL AGGIFE CONDITION, ULTIMATE DESIGN WING I,OAOS DETERMINED PER ASCE 7-16
<br />SHALL BE FIRST, REM= TO KS-O� OES)C" WINE) LOADS BY MULTIPLYING , THEM BY 0 9 N OMER to C 1, MINIMUM 111READED PENETRATION �NIC WOOD OF TAPCON ANCHORS SHAKI, BE 1 112:' AND 2* FOR ELCO NNELMW PLUS
<br />COUPAPE THESE W/ VAX (A,SO) DESIGN PRESSURE RATINGS NOKATOC ON SHEETS 7 THRU, 1,1, $4, 15. 16, JEF & ;iO AND PANUAWLE FEMALE to
<br />IN ORDER TO VERIFY THAT ANCHORS ON "'IS P E 0 AS TESTED WERE HOT OVER SFITESa�b. A -F31A ITICREASt W ALLOWABLE r 9) MINIMOM THREADED PENETRATION Of LAG SCAFW, III T14F WOOD FRAAE UNIT SHALL BE ! 1/2', RG MPEADEL,
<br />PENETRATION INTO SnJCCO SNAL, BE CONSIDERED AS PART OF THE REWIRED T,4PEADED PENEITIAnas
<br />$TI POR WIND LOADS WAS hQL LFSET, IN THEIR ANALYSIS FASTENERS SPACING TO WOOD RAS SEEN DETERMINED IN
<br />ACCORDANCE WITH I,LDS. 2018. C 3) UNIMUM EDGE DISTANCE Of LAG SCREWS, INTO WOOD 54ALL BE AS INDICATED IN �,fS DRAWING
<br />STORM PANEL'S ADEQUACY FOR IMPACT AND WIND PMtSTANCE HAS SEEN VMEG IN ACIEURNME VATH SECT*N 1626 OF
<br />THE AFFINE UENTIONED TIME AS PER HURRICANE ENGINEERING & T_�SIINEF WC� REPORIS 96-561D 9�570 & 96-T30 A14D C 4) MINIMUM PENETRATION OF WOOD BUSHING SMALL BE 5/8' 1/4' 20 SCREWS USED SHAL� OF I T/2' LONG MINIMUM
<br />FENESTRATION TESTING LAS INC,, REPORTS #2032 III #2125 , AS PROTOCOLS TAS-201. YAS-702 AND TAS-203, SHOULD STUCCO Ott!37, AND 1* MINIMUM FOR WALL% WITH NO STUCCO
<br />AS WW AS AMEWCAN TEST LAS OF SOUTH FLORIDA REPORT 00219.OT-09, AS PER TAS 201, TAS 20, Mo
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<br />TAS 203 STANDARDS ' 5) IN CASE THAI, PRECAS1 SMONE, OR PRECAST CONQRM PANELS, STUCCO OR WOOD BOARD' . BE FOONT) ON THE EXISTING
<br />2 ALL .IJMII�FJM EXTRUSIONS 10 BE 6063-T6 AALOY AND TEMPER. (UNLESS OTHFIDI NOTES) SEE SHEET 2 WALL. ANCHORS SHALL BE LONG ENOUGH TO REAC14 THE MAN STWJr,TURE BEHIND SUCH PANELS
<br />ANCHORAGE SHALL BE AS MENTIONED IN C. I) C,2) a C t)
<br />I ALL ALUMINUM SHEET METAL USED A' CLOSURES SHALL HAVE 3105-HI4 ALLOY. (0) ANCHORS SHAIUL BE INSTALLED FOLLOWING ALL OF THE R�COMFAFND)TIOOS AND SPECIFjt�ATIONS Of THE AN�.HOP'S MANUFACTURER
<br />I
<br />4 ALL STEEL SHEET METALL PANELS SHALL HAVE STRUCTURAL QUALITY STEEL A710 A-651 GRACE 50 UNNUM. Q-60
<br />CALVAUIZET) STEEL CESONATIDN W/FY- INS 5 "I (AFTER ROLLED) 6 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOW G INSTALLATION OETAI SHOWN ON SECTION I THRONG. to (SHEETS A
<br />WHROUGH III) ExCEPI THAI HEADERS (Z & 0 SHAU WINSE USED
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<br />� ALL SCREWS -10 BE STAINLESS =L 304 OR 315 PJSI SERIES CIR CORROSION RMTAW COAT70 CARBON STEEL AS PER
<br />DIN 50018 III 50 PIN YIELD STRENGTH AND 90 FAI TENSILE STRENGTH A, SHALL COMPLY W1 I�QRIN BUILONC CODE 9 11 SRVAJ BE THE RESP0N$AS`JTY OF THE CONTRAC;OR W VERIFY THE SOLINDUCSs OF THE STRuCIRE WHERE SHUTTER IS TO BE
<br />SECTION 2"! J�3.4 ATTACHED TO INSURE PROPER ANEHORAGE THIS SHUTTER SHALL OPAY BE ATTACHED TO �ONC,Ar BF-OCK OR WOOD FRAML
<br />Ull"INGS
<br />8 BULTS TO BE ASIM A,�07 CAt,VkNIZED, Slta� 00 ASI 304 SERIES STIMFILM STEEL WTk 36 PF, MINIMUM ,`IRD
<br />SIRENGIH 10 EACH REGLILAP STORM PANEL fflTI,I LENGTH$ OVER S'-S THROLIOR 12' 4'� AS PER SECTIONS o, 8. 9 & to ANO ALTERNATIVES 6W,
<br />I ANCHORS TO WALL SHALL BE AS FOLLOWS EMY & IM ON FHEM 5� t A 12 RESPE17TIVIFO� SH,AU HAVE A LE43OLE AND READLY VISIBLE MARKIWG NSYPUCTINQ OWNER OR
<br />TENANT TO SECURE PANEE0 WITH APPLICABLE REINFORCEMENT 0JRNQ PERIODS OF HURRICANE WARNING
<br />(A) 1qJXSM,_FQli%P SVX=f I I THE tIRSTA"TION QONTRACTOR I$ TO SEAL/SAULK AU $14LUER COMPONENT EDGE5 WHICH REMAN IN CONTINUOUS CONTACT WITH
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<br />TAPGON ANCHORS, AS MANUTACTURED It, I T,W 0Vt_CLX. INC, FOIN t'._311Z ,I 114E BUILDING TO P", ENT WINOIRAPN INTRLI
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<br />/4 9 * 7,W �ALA-01 ANCHIDIES, AS MANLIIAM)RED BY OMALI INC iMIN. f',Wb FI..)
<br />- 1/4�O A J/4� SOLIO-SET ANCHORS, AS DISTRISVIED BY ALI PONT SCREW, SOLT e SPECIALTY CO, 12 -STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING KUS ANI EIVlJOING AFIO 7NPNC RECQ�t,QNS
<br />(M C-3000 P�A.,) PROVIDED By THE JURISDICTION WI PER047 is APPUE0 TO
<br />- IFT4_10 PANELMATE FEMI ID & PANELMATE PtUS MCHORS. AS MANUFACTURED 13Y ELOG CONSTRUCTION PRODUCTS I T ivi THIS PRODUCT EVALUATION DOCUMENT tP F DJ PREPARED BY THIS ENGINEER IS CENEW FN0 (WS NOT PROMUE ONFORAVI
<br />(-�' f,1350 P��
<br />- IY4 TA CF TAP-OI ANOHORS, AS MANUFACTURED ST 7RU-FAST CORPORATION (f�Saoo P A,) FOR A SITE SPECIFIC PAI ia, WHERE T14C 5111 CONDITIONS DEVIATE FROM THE P,LL,
<br />AA� MINIMUM EMSEDMENI OF TARZON ANCHORS INTO POURED CONCRETE SHALL BE 1 ,�14': 2' FOR P.NtII&ATIF ,EMAIE (6) CONTRACTOR TO BE RESPONSIBLE FOR tHE SELECTION, PURCHASE AND 1,115NILLAT,GH INCtAORG, OFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PE.1% PRq,nXD HE,'SHE DOES NOT DEVIATE FROM THE CONDIT."S DETAILED ON THIS DOCUMENT
<br />In AND PANEMAILIT, PLUS -0 I 1/1" FOR CF TAP -GRIP AY4CHQRS CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR" WSPONSIS[IlTY
<br />A�) C`ILK-04 & SID -SET ANCHORS SHALL BE EMBEDDED 7/8* INTO THE POURED ,CW_RETF No EMBEDMENT INFO W THIS FROCIUCT EVALUATION DOCUMENT Will. BE 00145iUCRED INVALID IF MoDITIM,
<br />STU 0 SHALL 8�: PERMITTED 1/4- 20 SCREWS USED SHALL BE 1 I/Z LUNG MINIMUM SHOULD STUCCO EXJS7,
<br />No T' MINIMUM I -OR WALLS, WON. NO STUCCO, AND MAY EFF MEAM SE.REWS OP. AU THREADED SCREWS W/o HEAD. III) SITE SPECIt'r, PROJECTS SHALI, BE PREPARED BY A FLORIDA REGISTERED ENGINE" OR ARCHOT,Ct WHICH *41 BECOVE THE
<br />W� - WING NOMS ENGINEER 0, BELONG (E,OJt) FOR THE PROJECT AND WHO WILL BE FIC5PONSIBLE FOR THE
<br />PROPCR USE OF THE P10 ENITNEER OF RECORD. ACING AS A DELEGATED ENG41EEP TO THE
<br />A 31 IN CASE TW PRECAST STONE. PRECAST CC"4CRETE PANELS, PAVERS, STUCCO OR WOOD BOARDS BE FOUND 0. TI P,EG, ENGINEER, SHALL SUBMIT TO THIS LAMP THE VIE SKCM DRAWING$ FOR RFAEW
<br />EXISTING WALL Oft FLOOR, ANCHORS SHALL BE LONG F'NOUGH TO REACH THE MAIN STRUCTURC B&IND SUCH
<br />PANELS ANCHORACE SHALL BE AS MEIMONEO IN A 1) AND IN A 2), (tt) THIS P ED, SHALI BEAR THE DATE AND ORIGINAL SCIJ AND SIGNATURE Of THE PREFEMIGNAL
<br />ENGINEER 01 RECUiiI5 THAY PREPARED IT,
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<br />'CON ANCHORS AS AMNUFACILIRFO EN I T W SUILDEY_ PC t4 SHUTTER MANUFACTURERS LABEL SHALL, HE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />- 1/4' 0 A 7/8* CALK -IN ANCHORS. AS VANiOACTURED SIT OEWALT INC (FAN. I � PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9,3 OF FLOWN BUILDING CODE, ONE LABEL,
<br />- -500 P ) SHALL HE PLACED FQR EVERY OPENING, LASE(ING TO COMPLY WITH SEC" t?09,9,2 OF -,,FE
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<br />� IJA 1/4.
<br />0 t`�180 SOLICISET ANCHORS. AS DISTRIBUTED By ALL POINI SCREW, SOLT & SPFCALTY cc R�ORIQA aUILONQ CODE
<br />(UtN 0 P Iii)
<br />- f,4-'Q PANIELMATE FEMME 10 AND PANELMATE PLUS 4NCIOFTS� hS MANUFACTLIPW BY ELCO CONSITIUCTION THIS, ORA"O SHALL ONLY BE USED TO
<br />PRODUCTS ININ V_�N P,,) % 00 OBTAIN, PERMITS IN THE STATE OF FLOREA
<br />/t� 0 OF 1AP-BAP AOCYORS� AS NANUFACfURED BY TRU-FAS7 CORPORATION '""I"I
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<br />- I - FLORIDA BUILDING CODE (High Velocity H&A,rlcano Zone)
<br />2 1) MINIMUM VADEDOD0 ITT TAPCON ANCHORS. ELM PANEUI AND OF TAPGRW ANCHWil. INTO THE Cc
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<br />KOCY UNIT SIAL,, RE A i/4'� I �, i I
<br />aXIII TERM PC
<br />X ., t i 20 CASE GALVAMZED STEEL S70RM PANEL I ' P
<br />61 21 CAU; -N A SOUD�SET ANCHORS SHAU BE EMBEDDED 7 jli� INTO IME CGHCRET,E SLDCF, OUT 0 Em 0, 4 157 " = DRAMA .
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<br />INTO STUCCO SJLALL BE PERUTM-D !/A- 0-20 SCREWS USED SHALL BE I 1/2' LORD MINIMUM SNOULA 9CCO . , GLOBAL N PRODUCM, LLC.1 ""
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<br />6.MUgRIALCHARACTERISTI AND SPECIFICATIONS:
<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. 20-176.
<br />7. . IMITATIONS A D 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 f 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. Tillft, Jr.. P. E. (Florida License
<br />No. 44167), President of Tiltew, Inc. (Floirkla CA-0006719).
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<br />D�% TILTECO AD MON REcORDS I P. E. REPORT-20 k GLOBAL PROTECTION P ROO UCTS, LLC � 20 GAGE
<br />GALVANIZED STEEL STORM PANELI, DRWO # PO-178\ REPORTIT20-072"I
<br />/T1-L I E C 0
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />- - __.. I - I __
<br />WALTERA, TILLIT, a, IYE� filteOD@FLOLCOM
<br />PRODUCT EVALUATION REPORT EL,M.RT Lklt� 4416?
<br />CA. L-P,N.. 0906?l 9
<br />REPORT NO.:
<br />20-0727.02
<br />DATE:
<br />July 27,2020
<br />PRODUCT CATEGORY:
<br />Shutters
<br />PRODUCT SUB -CATEGORY:
<br />Storm Panels
<br />FRODUCTNAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />ralobal PrQt6ct1on_PmAuI;tt_LLC
<br />4800 S.W. 51 Street
<br />Davis, Floirida 33314
<br />1. PURPOSE OF. EVALUATION:
<br />This is a Product Evaluation Report Issued by WaltarA. Tillit, Jr., P.E. (System
<br />11) -4 1906) to the Global Protection Products, LLC, Rule Chapter No,
<br />61020-3, 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 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 />2,11. PRODUCI EVALUATION DOCUMENTP.-F.13 -)
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELI",
<br />sheets I thru 1 8 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr,, P.E,; dated 0712712020. This drawing is an inte 1104,F)p
<br />%#TM ,is
<br />Evaluation Report. "K �� . Q/ N,
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<br />: WUMATEO PRINIFLIAMI! FEMALE a CONCRETE 404M __ 11.
<br />LUS OR OF TAP-GFUP (SEE SCRWUU ON , ,, 121" * JIF"Del,
<br />I FEE SCHEDLAX ON SMUET A & Q!) SHEETS a 11-PRAMPI ;) \ .�� , I � A _� - _` T, I
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<br />EXIISING T=COY P I WOOD PLATE SPACSR 'I � I ...... ........
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<br />I i - BEHIND TRICK 41 -1 I
<br />1
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<br />. : . , : I COMBINED IN ANY WAY TO SUIT ANY CAjWNN)
<br />. - - . 1 Xr DOWIRM AhFcNM
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<br />- , INSTALLATION.
<br />-
<br />I . , I tsu Sc"OFULE ON �, -1,,
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<br />_44
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<br />EXESTWO ___ - - . -1 101- FLORIDA BUILDING CODE (High Verocitly H. Cone Zone)l
<br /> C' iDrXED ,_" ,AM, ,K,cO, ,,C,,,.r ACENS�� " I
<br />— - ", -, MACIR, I30,1 T0 OF - - -
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<br />CONCRETE aw, - rGUA, 0, ON I" "AP, - '
<br />3' M... REQUIRED, � TFAW. NM . Z . 20 GAGE GALVANIZED STEEL STORM PANEL DAMAN W.
<br />N 44167 -,� i
<br />- . ________\
<br />4 *� A, C_ -
<br />��L
<br />—0,..
<br />Z or`� �'i Ava/ww
<br />�,
<br />SCULF 3/8-'. , -,.-> GLOBAL PROTECTION PRODIUCTS, ULC, WE.
<br />S-O'. 5 " .- 4
<br />-. / 7il TIE C
<br />QETAIL EOR 5MEn REQUIRE 1Q? QR 1;� J� 0(0 &. 01 STREET
<br />. IS - 1��
<br />. . F DIA., nun TESIFINK, At ZIIi!==f C= WE. n, I"'. 7.0_i7li
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<br />I fit MAO WALTER & TILUT 4r PJ� I �� � �- '1W -,a ,
<br />. 4 WIFE, � .-+ -� MW S
<br />� __D2&.M,,
<br />I
<br />RRODI EVAILUATIONREFOR � I 1 2
<br />.
<br />arge missile impact load tests were performed under SSTD 12-99 standard as
<br />per section 1609,11 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared lyyArnerican Testing
<br />Lab of South Florida, Report# 0814-01-01 dated 0$111102 witnessed by William
<br />R. Mehner, P.E., Borlz Moroz, PIE, and Henry Hattem, P. E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and seated by Edmunclo
<br />Largaospacla, P.E. and Henry Hattern, P,E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1809.1.2 OFF the Florida
<br />Building Code. Test Report prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-10, dated November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. GCM-198 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P,E, as per ASTM E-8 and Tensile Test as
<br />per QG Metallurgical Report No. I OKM-1 311 8, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciolanot P.E. as per ASTM E-8.
<br />ZAIITRU(_:�� �NGCAL�I �_,
<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 Tilteoct,
<br />Inc., dated 12/1 13110 and OW27/13 (for this revision), signed and sealed by Walter
<br />A. TIllit, Jr., P.E.
<br />3..MISSILE IMPACT ItESIS
<br />JANCE:
<br />Large missile impact under section 1609,11.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4,WIND LOADS RESISTANCE"
<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.C.), drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on sheets 5, 9, 10, 1 1, 13 thrul 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 verlfied for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />PRGDI=, EVALUATLOX"PORT NO, 20-0-127.0 't
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 1 8 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, 14,15, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6-MIATEIRIAL-CHARACTERISDQ �ANDSPECIJFICAIIIONS;
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />- .
<br />sheet I and 2 of 18, of Product Evaluation Document (P,E.D.), drawing IN
<br />20-175. "In,
<br />It
<br />"
<br />Anchor specifications shall be as indicated on sheet I of 18, of ProduqL_..
<br />/
<br />-
<br />Evaluation Document (P,E.D.), drawing No. 20-175- _I1F"`P
<br />.1111pleit
<br />=
<br />.1
<br />C,
<br />r-
<br />7-LMLT—ATIONS AND CONDITILDNIS OF USE: -
<br />*-;;
<br />I= -
<br />W -=
<br />;,, L.6
<br />=
<br />In
<br />7.1. Shall be strictly in compliance with General Notes No, 1, 8 thru 14, Indicated
<br />0 .=
<br />1- -
<br />1=11. L�
<br />6 Ca.
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.). drawing N� 20 175
<br />. _100"'
<br />= to r-
<br />- -0 c
<br />prepared by Tilteco, Inc. and signed and sealed by Walter A. 71111. Jr., P I
<br />I 1.
<br />_Z�
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE Z
<br />cc C
<br />- I
<br />' in -=
<br />0 W
<br />�
<br />as defined on section 1620.2 of the Florida Building Cocle�
<br />.cc W
<br />7.3. Product shallonly be Installed into poured concrete, concrete block nd
<br />3: -
<br />5-
<br />- E
<br />'Pl
<br />wood frame Structures.
<br />CP
<br />W ,J
<br />W
<br />- 3
<br />cc
<br />_
<br />Product Evaluation Report prepared by Walter A. Tifilt, JL, P,E. (Florida License
<br />,
<br />= . a
<br />5
<br />No. 441167), President of Tlfteco. Inc. (Florida CA -0006719).
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<br />WATILL I , - .
<br />D!1TILTFCOAONION RECORDUIIP� E. REPORT.20IGLiY8ALPa&o NN P�Eg S. �v
<br />,
<br />GALVANIZED STEEL 97ORM PANEL I,DRWG#20-175� RrP0RT#_-0.072M7 ' �` -41
<br />0, � , ORM ..,,Z;
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<br />'-,. � r6 �: ......... �-"C-4 ,
<br />1/4. 2/4, 3/4, 4/4, 5/5, 7/5,
<br />1
<br />-*lW/10, 2W/10, 3W/10, 4W/10, + 6/5
<br />5III 6W/11 & 7W,/II
<br />-3. MAX�___ ... .. .. __ _ _ ANCHORS: FOR, CONCRETE SEE SCHEDULE ON SHEETS a & 9 3, MAX-
<br />1. I - __ - - ______ . MIN, ,
<br />Sr
<br />'GOOM,.
<br />MAIL MR WOW sa S ON SHEETS 10 & I I I
<br />I
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<br />�
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<br />I i I I -1 _� ! I El W/ 7/5- ,e 3132'
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<br /> y AW 1/4, 2/4, 3/4, 4/4, 5/5, 7/5, 3' MAX -,
<br />1* w 1. IN
<br />�SIN/10.
<br />I IW/10, 2W/10, 3W/10, 4W/10, 6
<br />6W/II & 7w/I I
<br />I
<br />__ __ __ ,- _ - - - ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 9- I I -
<br />FOR WOOD SEE SECTIONS 04 SHEETS to III 11
<br />LS �J & 1-4) ELEVATIQN
<br />NT.S.
<br />F/4" UP.. CAN
<br />2,61r -Ij-
<br />(MM MIDILtv -1 "�Iolf WLUT7
<br />.A,; 4 I I I—— I
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<br />MAX GAP � 0,%Y113 , Z
<br />- . _ It .
<br />i "I 1-
<br />� J:� � , "' -, V, R,,
<br />- I ". ENS;`-.T !�t I FLORIDA BUILDING CODE (High Volacily Hur cone Zone)
<br />.
<br />, I
<br />/_*�'!" DIANN SI
<br />. is entao TLTEFD. WC, FIP
<br />J - 20 GAGE GALVANIZED STEEL STORM PANEL
<br />'*-
<br />� - -
<br />--&-A * I I � -
<br />5ECIION - . * _-, - /a/."
<br />N-15. a.0'. A'E brIz - -1 GL08AL PROTECTION PRODUCTS. Ui c" ,,
<br />C�
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<br />o�, r��. .. �11 �77 ORKNFA; .7
<br />""; S 4-r IN FAX, (_)Me-e,,,? 20-176
<br />At - ./sa,
<br />I . . HtHrI604 AND,, 3 . 26
<br />. I
<br />I I
<br />- - '', -
<br />I- I
<br />INSIALL91QN DETAILS
<br />FOR REGULAR
<br />PANEL
<br />3 & dA
<br />INTO EXISTING PQLJRED
<br />CQN f,RETE OR CONCRETE
<br />M9 _UCTURES
<br />-K..M
<br />ANCHORS� FOR CONCRETE SEE SCHEDULE ON SHUT 9
<br />CORE; REM
<br />__ _PQLM CONCRETE
<br />- _-DURIED CONCRETE
<br />__ ___ _._____ _ . I
<br />FOR WOOD SEE SECTIONS ON SHEET 12 1
<br />,
<br />ARUROD
<br />CONCRETE Stock
<br />� OR CONCRETE BE=
<br />� I OR CONCRETE BLOCK
<br />3' M..J
<br />3, MITI 2-87' 1
<br />: REQUIRED . I CONCRETE ANCHORS
<br />� - (SEE SOU� ON
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