|
Z I ILI ECCJ INC.
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />VVA- TRR A. TILLIT, IR., P.E.. tilleGaC£yeGJLCOM
<br />r r.1_ LR.11N A IT L M
<br />Pl K A. Laua„a N,i 00n6'IY
<br />PRODUCUVALVATIQN B_ TIM
<br />REPORT NO.: 20-072e.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 />MANUFACTURER: Glubal-P_roteatlon Products LLC,
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />L PURPOSE OF.EVALUATiON:
<br />This is a Product Evalualion Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method I 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 bast 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.._EVIDEN9E SUBMITTED:
<br />2.1.. RSDUCT EVALUATION DOCUMENT (P.Il
<br />Drawing No. 20-176, tilled "20 (SAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.: signed and sealed by Walter A.
<br />Tlllit, Jr., P.E.; dated 07/28/2020. This drawing is an integral part 1glUNS
<br />Evaluation Report. `s44,
<br />ole Ii,R A, T/z If,,,r��
<br />a`��. '.,OCENSF'•.0
<br /><--- - - No 44167
<br />%' r -s .., Yk /* i
<br />%r5S �\,y
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 13166 - Phone: (305) 871-1530 - PtiTFN�tl; ,lvc l
<br />T•ROOUC'1' ill'AI,,U,9,.T^I.QPI_Et PILI1t11Y(1..i0.-DiiLU 2
<br />22 TEST 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 8,
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 0911811996,
<br />#96-T30 dated 0912011996, all three signed and sealed by Hector M. Medina:
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 10/05/1998 witnessed by Gilbert Diamond, 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. 9CM-197 oy QC Metallurgical, Inc., dated March 13, 2009.
<br />signed and sealed by Frank Grate, P.E.
<br />2.3, STRUCTURAL ENGINEERING.CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panol 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 03/12115, signed and sealed by Walter A. Tillit, Jr., P E.
<br />3._MISSILE IMPACT 3ESIS CE
<br />Large missile impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS ReSISTANNGL-
<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.ED.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as indicated on shoots 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 />5,JN5TALL.ATION;
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7, 10 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 />I s STATE OF Lr r'
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<br />GENERAL NOTES: B 3) N CASE Thar PKrAS-T S10K. ON PRECAST CONCRUL PANELS. STUCCO OR WOW BOARDS RE FOON6 ON THE
<br />O" raR m DWDE_illlatl$O�.Mrall"L1liiCi) EXISTING WAIL. ANCHORS SHALL K LONG ENOUGH TO RGYS( THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />' SOft PANEL SHOWN ON THIS PRODUCT CIIALU1TgN OoCUMENt (PE.D) HAS BEEN VCNi('IFLI (OR rOAEF4UA CF IN ANCHORAGE SHALL BE AS MENTIONED IN 8.1) ANL) W 8.2).
<br />AGCGROINCE WITH THE 2020 (71N EDITION) OF THE nDRIDA BUILONG CODE. (C) TO_, WSOhG_BQOOAMYN, $MQML..b rD ::_I. SL'J•i_ANI
<br />- 1/4.0 TAPC'PN ANCHORS. AS MA OFACtUREC1 BY I I W BU LD01, INC
<br />DESIGN 'INK LOADS SHALL Bc• DETERMINED1A5 PEROIC SECTIONWHF 1620
<br />IRK ABOVE MLNT+ONFD CODE, INN-10 PANELMATE FEMALE IO AND PANELMATC PLUS ANCHOR$ AS MAHUFAMFKD W FFCO CONSTRUCTION PRODUCTS
<br />_
<br />FOR A WINO SPEED AS REYxX(tfD BY HNC aUNIS01CigN WNFRE THESE $Hl1RER$ W41 BE VAST AND
<br />SE
<br />FOR A UNf Ci1U!UIIT'rAC10R W4-0.95. USINC ASCE 7-16 AND SHALL NOT EXCEED /ME MAXIMUM A.S�O) - 1/+"0 lAl: SCREWS PER 4.0.5.
<br />DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 THRU 12. 14, :5, Ia. 19 a 70- I- 7P6'• r 5/6' WOOD SUSHW, A6 DISTNBUTED BY ALL POINT SCREW, BOLT a SKCNLrY CO
<br />N ORDER 7o VERIFY THE ABOVE CONOOKIN, INTIMATE 0044 WINO LOADS DrTF, MNFD PER ASCE 7-16 C.1) MINIMUM THREADED PENETIAMN INTO WOW CV IAPCON ANCHORS SALE BE I 1/2- AND 2' FOR ELCO PAMM"TE PLUS
<br />SHALL % FIRST REDUCED IC A.SD. DESIGN NANO LOAOSBY YULHIrLYNG tHfM BY D6 IN ORDER 70 " PAMIMAE FEMALE 10
<br />COMPARE THESE We MAX (A S.D) DESIGN PRLT41IRF RATINGS "CATEC ON SHEETS 7 THRU 17, 14, 15 Ia. ,9 a 20
<br />ION LAC SCREW E WOOD UNI. 6E ' 1 1 O IY•RF.AOED
<br />r TM Ai Ill M ..Y MINNUM AFINTO
<br />N ALLOWABLE PENE7RAt1oN INTO STUf,CV 5NN., OE CONSIDERED AS PARR OF THE AEOUIRED 1HPEMCt PL'Nf IRAPOIN
<br />STUCCO 0 S REQ THREADED 1
<br />S ORDER t0 VERIFY 405 AS ELMS TAN THIS PC AS TESTED WERE NW f?RN 5fI0 WOO, A 33R HEN DETERMINED
<br />STRESS FQR WING L(14D5 WAS aDt IJ5C0 N THEIR ANALt'SiS. FASTENERS SPACING 10 WOOD FINS BEEN OErfRMNED W
<br />ACCORUAWE WALL N.O.S Iwo, C3) MINIMUM EDO( DISTANCE. OF LAC SCREWS, INTO WOOD SHALL BE AS INDICATED IN THIS ORANNC
<br />STORM PANEL'S AUYOUµ'T FEW. IMPACT AND WIND RESISTANCE KAS BEEN VERFIEG IN AC409Dµ(CE WITH SECTION 1626 0E CA) YMMIIM PENETRATION OF *GOD RUSHING SIN(., BF. S/A' I/4• •-ZO SCREWS VSEU 51W1 B! , I/2' LDNC Mr9MUM
<br />THE ABOVE MENI10NS) Coot AS PER MWRICANE (TIGINEERING a TESTING INC. AEPORTS 9a-569. 96-STD a 96-T30 AND
<br />FENESTRATION TESTING UB INC.. REPORTS /2032 a 02126 . AS PAOrOCOLS TAS-201, TAS-202 AND TAS-203 SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WITH NO STUCCO
<br />'T 1 1FLORIDA• 1 1- S 1 1 T ^ AN TA WELL St AMENICNN TEST .tM Of SUIITf RO RDA REPORT /Di 90 09. A PER AS 2O AS 20e U C3) N CASE DINT PRCCASI 570NL. OR PRECAST COADRFTE PANGS. STUCCO OR WOOD BOARDS BE FOUND ON THE L7t0m,
<br />TAS70_ STANDM03 WALL, ANCHORS SHALL BE LONE ENOUGH TO REACH THE MAN STEIN IW( 6E)NND SUCH PANELS,
<br />UNINuM 117RUSi $ ELT 3-T6 Or AND TEMPER uN S OrHERN Hotta) st 5H 2 KL 1W E .ON M 60a ALL Lf S 5t NO ) E En 2 A r IN 1 4 ( ANC/OPK,E 131HN,IL rR 5 MEN KNEE• C ) C.T ♦ C )
<br />1 ALL ALUMINUM SHCR METAL USED At CLOSURES :HALL HAVE S05-H14 ALLOY. (U) ANCHORS SHAII BE WSTALIED rOLLOWNO AL OF IRE NECOMYfNDATIYN$ AND SPECIFICATIONS OF THE ANCHORS MANIWACIUPEN
<br />•µ1 STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL a1AVTY STEEL. 0.5fM A-66.I GRADE SO Y.n1MW. G-FA a. PANE15 MAY ALSO BE INSTNILD NOMZ(X/[NI'M
<br />i0,L0NG INSTALLATION DETAILS SHOWN ON SECTION) IHR(XIGN IO r5MEi75 +
<br />.Y
<br />GA.VANQCD STEEL CCSIGNATION W/rY 56.3 NE, (AFTER ROLLELI). IHAWGH a) EXCEPT 1441 HEADERS (Z a ® SHALL NOT BL USED
<br />' ALL SCREWS TO 6F STAINLESS SIM 304 ON .310 MST XRRS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9 A SHALL BE THE RESPONSIEtIrr OF THE :ONfAµTOR IO VERIY THE SOUNONESS Of THE STRUCTURE WHERE SHUTTER rS TO BE
<br />- N N N I r COMPLY FLORIDA
<br />u / 50 w>v Y1f.L0 STREMG7M AND 90 NeI TE SLE STRENGTH M Sl/tl COM L W/ 6UNDNC GOOF ATTACHED tO INSURE: PAGWCN ANCHORAGE INK SHUR'ER 5HA:1 UNIT IB ATTACK[) 10 CrrNRn[ BLp:;K OR W000 (I.WR
<br />ION 7
<br />St GTWN 241` 3.34 M140ING5.
<br />I BOLTS TO BC A51M A X7 GALVANIZED STCEL. OR AKI 504 SERIES SINNLL.SS %ML WITH 36 IW, MINIMUM "I"
<br />SIRENGIH 10. EACH REGVLAP STORM PANEL MITI LERr1HS OYU W-a THROUGH 12' 4'. M PER SECTIONS 6, a. 9 A 10 AMC ALTERNATIVES 9W.
<br />T ANCHORS f0 wA11 3N/ALl BE AS FDupW; 9w a 10W ON }HEFTS S. 9 A 12 RESPECINEI+. SHWA HAVE A LEGIBLE AM READILY VISMU MARKING wSTRUCTING OWNER OR
<br />(fINI,NT TO SECURE PANELS Want APF41CMLF RCNFORCEMENT DURING PERIODS OF HURRICANE WARPOW,
<br />(A) lCL_EWn) 6 E'QUB1t0r.QWAEIE 11 11.E INSTALLATION GONtAM710" 15 to SEAL/JIVLK ALL SHUTTER CUMPONFNI FPCES WHICH ADAAIN IN CLWITIMUOUS CONTACT WYIH
<br />- 1/4'e TAPCON ANCHORS AS MANUFACTURED Or I I OF BIALp.X. INL (YI1• C' 3192 PA,) THE BUILDING TD PRIIrCNI WN0/AMA NTRUSION.
<br />- (/4' 4 A 7/9" LA" -IN ANCHORS, AS SIMUFAITJRED BY EtWALT INC (MIN. 1'e-SON) 0.AI.)
<br />- I/4-e , 3/4" SOUlt ANCHORS, A5 DISTRIBUtEO BY ML POINT SCREW. ROTT A- SPECIALTY CO. 12 STORM VANL1- INSTAl1AT10N SNWl COMPLY WITH SPECS NUIUfFO Ih THIS DRAWING PLUS ANY BLIILDONG AND SONIND NCCUUTION$
<br />PROW(AD
<br />(Min. 1•t-3000 P-a.I.) Fit THE JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- /14-10 FANIIAMtr FEMALE IO a PANFLUATI PLUS ANCHORS. AS MANUFACTURED BY o.00 CONSYRU"Ohl PRODUCTS 1.1 (A) TADS PINDDJL'I EVAi DOCUMENT (PED.) PREPARED W tnK ENCNCER IS GENERIC ANU M.M NOT PROWDE MrC"tK*
<br />(MIN 1't 1350 Per.) FOP A VIE SPECJi'IC PROJCCY, re. WHERE FIC SITE CONUNION, DE"Tr FROM THE PC:I
<br />- 1/4-e Cf TM-0" ANCHORS, A5 MANUFACTURED On TRU-rASt CORPORATION (f' -3600 Pa.r)
<br />CONIRKTOR TO BE RESPONSIBLE FOR INL SELECTION, PIIRCNSE AND NSTALLA'tom WCLLDRNG LIFE SAFM OF THIS PRODUCT
<br />A1) MNIMUY EMBEVMf N7 OF TAPCON ANCn10p5 INTO PoUMD CONCWCIE SPA, BE I 3/i'; 7' FOR PAAA1.ANl► FEMALE BASED
<br />BASED ON ,H13 P.E.D. PROVIDED HE/SIC DOES NOT OCAATT rKM THE CONDIYIONS OCTAAR) ON THIS DOCUMEM
<br />1 4' F ' 7 -OIaP -
<br />10 AND PNICYN TF' PLUS AND I FUR C M ANCHORS I A [ 1 / ')R TON SAFETY , SITE 19 1 C TRACTOR' .DONS RII IIY
<br />COMA IIC HE Orl S NE
<br />A2) CMJL-M IS SOUD-SE1 ANCHORS SHALL HE EMBEDDED F/a• Nt0 THE POUNCE, COMCAEIE NO EMBEDMENT INTO (9) iHK PRODUCT EVALUATION DOCUMENT Mit RE LONSIDERM INVAW U MOD -MID
<br />STUCCO SM P MITI 1 4. 4- D 1 1 MW M SHOULD STU(OW 1ST
<br />EA ED / 2 SCREWS USED SHALL BC /2 IONC MV EI
<br />WI'ALL F
<br />NO 1' MINIMUM FOR Wµ45 WITH NO SIVCCV. AND MAY RE- HEADED A:NENS OR Ml TINNGD[D SCREWS W/O 1+1'A0 (d) SITE $T+CCFIC Ncoptu S K PREPARED BT A FLORIDA ENsaf OP ARCYRECT WHICH WILL RCONE TINE
<br />ILL BErRCP
<br />NN1 WTfM WIND HER$ PROPEER SE RF (E.O.ft) (O Mf i'iRECOR AND FOR THE
<br />O*.) WILL BE
<br />INO
<br />THE
<br />PROPER u9F p THE P.E.O. CN(.'YNFZR OF RECORD, 1[tNG AS A pE1EGtC0 FNGINCLF ro nR:
<br />DELEGATED ENGINEER
<br />43) IN CASE TFAI MECA.St STOIC. PRECAST CONCRETE PANELS. PAVERS. STUCCID OR WOW BOARDS IR FOUND ON; THE P.E.n CWGINCEA, SHALL SUBMIT 10 THIS IAMFR THE SITE SPECIFIC DRAWINGS FOR RYRW
<br />EXISr1NC WALL OR FLOOR. ANCHORS SHALT UE LONG ENOUGH TO REACH THE MAN STRUCTURE W_-INV SUCH
<br />PANELS ANCORAGI: S/VLL. BE AS MENTIONED IN AI) AND N A2). I+) THIS P.G.D. SHALL BEAR 1ME DATE AND ORgNAL SEAL AND 54MTURE Of tHE PROFESSIONAL
<br />ENGINECR OF RCCMRO THAT PKPAREO IT
<br />EXISTING tyN`WFr
<br />(B) ID��C .[HORS YA bfMANUF ICTURED 14 SHUTTER MANUFACO I
<br />SE RR LOOTED ON A AUD0.r
<br />- 1/4' F TAPC'0N ArKHDRS A; A ,CODE. Al STORY
<br />1 1 M. 8DCWA%. TIC
<br />ACCORDANCE TI UILDIN
<br />MAED AC SHALL Fit PLAP D OREVERYWITH SECTION 1. TO 0 i FLORIDAWITHEC BUILDING COOP. ONE LABEL
<br />M, SHALL PE PULED FOR EVERY OPLNNG W±EI )NO TO C.pYPLr WITH SECTION I109,P 2 p THE
<br />5
<br />- 1/4' X A 7/e' CALK-LN NCHORS, AS MANRSUn REG 6Y DPOINT HNC (MEN. F1�At
<br />SP IALty
<br />- 1/4'e X 3/4" Slt(q-SET ANCHORS. AS OTSTRIBldtE9 Br ALL POINT SCREW, DOI.t a SPEf.IµtY CO. 1'LVHILW 3UtLOWG C00[
<br />(MN rc law P e ) tHK DRAWING SNIVEL ONTY BE USED TO
<br />U D TO
<br />- Ito 10 PANFLANtt FEMNf W AMC PANELMAIL PLUS ANCHORS. AS MANUFACTURED By ELCO COMSrKKT,ON
<br />OBGIN PFRMTS W THE STATE RIDA
<br />PRDU tS (MIN F,e2071 p,T.)
<br />`tN,,,110111NiFFM,W
<br />I (4' a OF AP -GRIP ANCeMAtS. AS MANVFACTUPfO BY TRU-FtiT CORPORATION ,AV �rCIY ,,
<br />....
<br />8 TN MINIMUM EMBEDMENT LN IAPCON AM'HORS. ELCO PANELWATES AND Of (AL, --GRIP ANCHOR, INto THE f P JC ' T'I- rLORIDA BUILDING CODE (High VelocityNutftcOne Zone)
<br />BLDCX UNIT FRIALI. BE 1 1/4- 4 - P2Mo AtiLO. INL'
<br />' 20 GAGE GALVANIZED STEEL STORM PANEL IFIrr
<br />NO. 4 167
<br />9.2) CALK. IN a SOLO -SET ANC14M SHA,I. BE EMBEDDED T/6" INTO ME CONCRETE O,OQX UNIT NO �: __ _ _ _ ---- -- -
<br />"nvNla
<br />INTO SIUCCG SHALL BE PCRMIfTLD 1/4• P--20 SCREWS USED SOAL BE 1 1/2- LONG MINIMUM SHO SI'111Ia -:���__ / LOBAL PROTECTION
<br />PRODUCTS LLC.
<br />_ c / -.--I!!-
<br />._ L
<br />EXIST AND 1' MINIYUN ctlR WAU4 WTH NO STUCCO. i ,', STAT OF IL E C O ,. C. .am fe a1 aR[n ' -
<br />�-
<br />-
<br />f O'• F :# nLL+r w'�ii1 u_, - rL Iu1
<br />;I-'. 10 DP >4ae
<br />R � •TA'-"1�rT... IIUewWR. A .. wNXA t-NEW. M& IAA. roil •REF 20-176
<br />,••
<br />$
<br />yA{-n• _ ned''a, _ ,. utA m-NMI «. ,ANr,w M r OAIA,NT 1,n
<br />'ai44S/DNA ��4w h4 uarrRAn u- am19
<br />rA/F tNV WICK A "11 r.. PE IPKT a 0/ ri
<br />_
<br />UMUCT YA LUATZOZV REPOIll NO. 20.072x.01 I
<br />II. -MAT M-1..CHARAC�STICS 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- LIMI.TAT QN$ _ANC_CONDITIONS OF —OE
<br />7A. 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 11 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 of Tilteco, Inc. (Florida CA-0006719).
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<br />D1 TIL T ECO ADMON RECORDS I P. E. REPORT 20 Y GLOBAL, PROTECTION PRODUCTS. LLC 120 GAGE
<br />%ILVANIZED STEEL STORM PANELI DRVOG X 20-1761 REPORT R 2M72R.01
<br />N.
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<br />TILLIT TESTING S ENGINEERING COMPANY
<br />WA RA. EILLIT 1 ILL. tilt a u' LTE 3 , R, L ,l 71 �j'i(��T �y��/��r� a rtac,l.cuul
<br />kRM_C_ EVIL U,i .,4V1\_.1 U_QR1 I L "I.. r ?,i, Vn }m6' 11
<br />REPORT NO.: 20-0727.02
<br />DATE: July 7 020
<br />(
<br />Y 2, 2
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Glob7al Protection_Proslust5, LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida 33314
<br />I_PURPQSE.QF. EVAL.UATIOIN;
<br />This is a Product Evaluation Report issued by Walter A. Tllllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, 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 Edifen 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-FVIDENUE VUSMITTED,
<br />2.1. P.R. UILIGMALUATKKDOCUMENT (P.E.Il
<br />Drawing No. 20-175, titled "24 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inte$t�p7b+pt4MNp6rjJlis
<br />Evaluation Report. ` ` -tti „ :..,<Z/,l,%
<br />f�' \\GENSF �s
<br />-" .�' Aa i•1167
<br />?1'l,C-' o►,' * : *
<br />? STAGE OF r Lt z
<br />_Q� ..,` ORO' .G.t1(t, $
<br />6 iSS N.W. 36d, StrBet Suite 305, Miami, Florida 33166 - Pbouc: (305) 87 ]-I k3 >brytq(36 ,-15.11
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2=1-)
<br />-__.._........_..___.._.._._..._._........_.._____..... .. 15. lea- (ICr;K. WIDTH) - - _ 1S.196• (TOTAL WIDTH). -.
<br />__-____ _.._.__.. _.. . .. .._.. 12.500" (EFFECTIVE WIDTH) -
<br />- - _---.._. 6.250'.. _ - .
<br />- t.3/0' '�p
<br />! '11. '
<br />',,` .> . _ 1 -TyE1• _ ♦ 0.036' YW nPGA - 1..150' - -
<br />_ I - _ _ _ _ _ • _ _ I'XWJRZED SITE, -♦,
<br />y
<br />•, O0( HEMMED �W �p ,. WJ,C 60 11 N11 // NFA6tEP.. T-
<br />/, I ' 0 R:t{67" rAEEL EDGE - ' '! I 'l"W 2.BSY r.-a0 GM,I i' EDCC
<br />�-r,-
<br />2''• 40 :I ' .MME0 TIP. N."I T 2.o1 24- _ r HE, TMP' / , T ..
<br />orrAR OETAR
<br />w A A
<br />GAAK 30 NMVM
<br />. _ ,- EDGE G-IO GALV ` . EDGE'
<br />�JlET-. A .•1 46.5 �OETAa A 46.6'
<br />.----. _..__._ -y N' f
<br />3- 31J0
<br />t.3a0
<br />S TO Y PANEL t END STORM PANEL
<br />S
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<br />(--''- * 1A * = FLORIDA BUILDING CODE (High Veioclt HUf rICOne Zone
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<br />. +. PLATEDJ
<br />,. 12i_ I675' ry+'-, •LN• 20 GAGE GALVANIZED STEEL STORM PANEL I9aXY"
<br />S oi�r. LO IF` _.-,._.
<br />-ate•--�..25 _____----- _
<br />�_ * KEY HOLE ��4 �_
<br />owl GLOBAL PROTECTION PRODUCTS, I.L.C. "NIA'°'°
<br />® 2X7"Xt/4" )'' sI_PdLIEL ' )s /Oi _ _ __��TIECOINC. -a/(rMNN Noe €W e1 ITµnµfERMIAIIT. LU MNO MII W/WI "l�.f.3 OMCL MP t� DAYIE, R. SI31a20-176
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<br />U
<br />PRLIQUC ' 11AL ATION REPORT NO 20-0727 02 2
<br />2.2. TEST REPORT$,
<br />Large missile impact load tests were performed under SSTD 12.99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as por
<br />Section 1709A.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814AI-01 dated 03/11/02 witnessed by William
<br />R. Mehner. P.E., Boriz Moroz, R.E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09. dated February 25, 2009, signed and seated by Edmundo
<br />Largaespada, P.E. and Henry Hattcm, 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 November 23, 2010. signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No 9CM-198 by QC Metallurgical, Inc.. dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as pet ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. IOKM-1318, dated December 1. 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8,
<br />2.1-3-TRUCTI IFAL ENGINEERING ,A4GULATIONS:
<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 12/18/10 and 08/27/13 (far this revision), signed and sealod by Walter
<br />A. Tillit, Jr., P-E.
<br />3-MISs_IIL S IMPACT RESISTANCE:
<br />Large missile Impact under section 1609.1.2 of the Florida Building Cade, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4,_WOUND . LOAD6 RESISTANCE;
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shoots 3, 0, 10, 11,
<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 shoats 5, 91 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
<br />VN,`ip, A n Tl gfr%,
<br />TNn, 4.4167
<br />_i: * ; * 2
<br />s 0': STATE OF .SEC il
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<br />5._INSTAL ATIQN:
<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 18. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIOMi
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor specifications shall be as indicated (in sheet 1 of 16, of Product
<br />Evaluation Document (P. E.D.), drawing No. 20-175.
<br />7. LIMITBONSNDNDITIONS OF1�H0
<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 Tilteco, Inc. and signed and sealed by Waller A. Tiilit, 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 Walter A. Tllllt, Jr., P.E. (Florida License
<br />No. 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />�',�P'' ,\GEN,T_ `�'' I
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