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P_i.r�..,, 1.. �.-..19Nwae.,4Ar.r wuar.uu�, agar uau:L�i saaar l■r�rW .. ..l J _ _ __< _ _ _ 1 _ _ _ _ _ - _ -
<br />��.-::,IL.,,_;,_.�.. J. ..... � ._.. � ,_ _ �� ..I_� i�,,.ia,es+�:�
<br />I ILI ECOIMC.
<br />TILLR TESTING a ENGINEERINe COMPANY
<br />WAT TRR A. n LLIT JR., P.6.
<br />P.H. W %wl.eom
<br />rLrB. —. s.
<br />1R CA Lk—"V
<br />OOOe71L
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0728.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUM -CATEGORY: Stone Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global PIttift on PEndIMta Lt.C.
<br />4600 S.W. 81 Street
<br />Davis. FWda33314
<br />1- PURPOSE OF EVALUATION.
<br />This is a Product Evaluation Report Issued by Walter A. T1111% Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />01G20-3, Method 10 of the Florida Department of Business and
<br />Professions! 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 shell be subject to review and revision In case of
<br />a Building Code change that may affect Rs Ilmltations and oondldons
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT_(P_.E.D.Ii
<br />Drawing No. 20-178, titled H2O GAGE GALVANIZED STEEL STORM PANEL'•,
<br />sheets 1 thru 26 of 26 prepared by niteco, Inc,; signed and sealed by Walter A.
<br />Tlllit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part�41#1lh)isr�
<br />Evaluation Report, 01
<br />A. Z yk
<br />No.44167
<br />Jr
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phune: (305) 871-1530-�sr„S/j�b> 4 1
<br />PRODUCT RV�9. rAT'rON aF. 3t'ryN,L3, 20.073B.e, 2
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue bad tests were performed under Protocols TAB
<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 08/09/1996, #98-570 dated 09/1811996,
<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 041IW1998 and
<br /># 212e dated 10/06/1998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2009, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. PCM-197 by 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 Stone Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind bad 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 Tilleco, Inc.,
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. TIM, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4A WIND. LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14, 15,
<br />le,19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />20-170. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />5. INSTALLATION:
<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, 26 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No, 20-176.
<br />y�@S''\CEN,yF' �9
<br />�- 157
<br />STATE OF
<br />' /OR10 ��
<br />t; �a
<br />.
<br />8.3) IN CASE THAT PREGST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD WARDS K FOUND ON THE
<br />EXISTING WALL ANCHORS SMALL K LORD ENo1M TO REACH THE MAW STIMCMIE WIND SUCH PANELS.
<br />I. STORY /,via S,IOWN all TRLS PROOLOT OWCAR710N ooQ1NDlT (P Lo. NW SEEN VEWED FOR COCPUANCE 94
<br />MC HORAOE TALL K AS MENTIONED IN 91) NO IN aa).
<br />ACCORDANCE WRTH THE 11020 (7N FDIIION) a TIE ROIOA S1M�INf (C)
<br />in cflpw
<br />ALOE.
<br />DESIGN WI1O LMOS SWILL I OETOYTHIE AS C SECTION HE 1900 SE THE ApYE LTL
<br />FOR A WIND SPEED AS RC0ISIILD M 111E NUOSOIC'110N WHERE 11E7E SIMR1ERf WILL K win AIIO
<br />1 4 TIPMaOON INCNORS. AS IWRMNCNIkD SY I.T.W. MIIDOf. INC.
<br />- #14-10 PAIINIATE FOALS IO AND PAMOWLTE PLUS ANCIA)A6, AS WMUfACTURED M ELCO ComarnuCION PRODUCTS.
<br />'►
<br />JONrO
<br />1HE LIAKIIMNI AE.D.)tCR[W!
<br />O A OOIESSURE IY ft I Kd-aDe.NUSINGH ASCE 7-le MID SMIALI NI TO
<br />OESIGI PRESSURE MTwOS INDICATED ON 811EE15 7 /MIN la. 11. IS, 1{. 19 a 10.
<br />1/4 N.0
<br />PER S
<br />- 7/1e`9 . S/e' WOOD BIISIWO, AS DISTRIBUTED BY ALL PONT SCREW. BOLT a SPECIALTY CO.
<br />9M ORDER TO VERIFY THE ASOVE CONDITION. ULTIMATE DESONN WIND LOWS DETERMINED PER AXE 7-10
<br />SHALL K FIX REDUCED TO ALL. DESIGN VSIRD LOADS BY MRTIPLYW THE/ K 0.6 IN ORDER TO
<br />CA) WA%N TREADED PENETRATON INTO WOOD OF TAPCON ANCHORS RIAU K 1 1/2- MID 2• FOR ELCO ►ANEMATE PLUS
<br />COYPMIE THESE W/ MAX. (AS.D) oESON PRENSIIR[ MTSpS INDICATED ON 94EETS 7 THIN) 12, 14. 15, IS. 19 At 20.
<br />AND PNXIMALE FEMALE O.
<br />IN GOER TO VERIFY THAT ORS SE TNIB P.E.O. Nor OVER STO A %ad
<br />WED
<br />C.2) UPON" TINEAOEO PENETRATION OF tA0 SCREW, INT0 TK WOOD FRAME UNIT STALL K / t/ 2'. NO ,HWWKD
<br />POCTRNEON INTO STUCCO SMALL K tOWSIDERED a PART OF THE KQLMD T READEO TElLTRATIMO
<br />ACCESS FOR Wino L S M YSIS. F SITO WOO, S EW DETERMINED IN
<br />201 tlST. USED IN THEIR AAMLYSI9. rASNERERB 9PACp0 TO WOOD HAS NEM OETdaW1ED W
<br />KD.&
<br />ACCOROMICE WITH MD.S. 201e.
<br />C.3) WOMAN CODE DISTANCE Of LAC SCREWS, INTO WOOD SHALL K AS INDICATED W THIS DRANING
<br />WOW WOWS ADEQUACY FOR "-ACT AND WEND RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1026 OF
<br />THE ANO,E MENTIONED CODE AS PER HURRICANE' EMOINEEOO I a TESTING INC. REPORTS 96-aa. 9e-3To a n-T3O AIM
<br />D
<br />CA) HNHIMLM PENETRATION Of WOOD WS/WN0 SMALL K 5/e'. ,/4' P-20 SCRIPS USED SHALL K t 1/2' IOHO M9RMUM
<br />1/
<br />FENESTRATION TESTING IAa RTC.. REPORTS 12032 a #2125 , AS PROTOCOLS TAS-201, MS-202 AM TK-203.
<br />SHOULD STUCCO EAST. Alto MINIMUM FOR 1WBEa WITH STUCCO.
<br />AS WELL AS AIb9CAN TEST LAN Or SOUTH FLORAL R"I #0219.01-09, AS PER TAS 201. TAB 202 AND
<br />TAS 203 STANDARDS.
<br />C.e ) M PRECAST STUCCO ON WOOD BOARDS BE FIXAO all THE DaS7WIG
<br />CONCSIETEMAN
<br />O'UG �'STRUCTUURE
<br />2. ALL ALUMINUM EXTRUSIONS TO K 8063-TO ALLOY AND TEMPER. (UNLESS OTHERWISE NOTED). SEE SRWT 2,
<br />WILLLUANHORS K LOTHAT
<br />NG EENOR
<br />TO IF t1HEKHMM RICH FAMUS
<br />ANCHORAGE SHALL K AS MDMCNCD W CA). C.2) a CA)
<br />3. ALL ALUMINUM SWEET METAL USED AT CLOSURES SMALL HAVE 3105-1114 NARY.
<br />(0) AMCHGB OVAL K INSTALLED FOLLOWING ALL OF Tit RECOMMENDATIONS AND SPECIFICATIONS OF THE N#CWWS MANU'ACRIER.
<br />4. AL STEEL SHEET METAL PAWLS SHAL NAVE STRUCTURAL QUALITY STEEL ASTM A-QSS MADE OD MAN"D-e0
<br />OALVANTEEO STEEL 0lSIOHIATON W/fV'- SaS W (AFTER ROLLED).
<br />PANELS
<br />B. PANELS MAY ALSO K NSTNLED HIOMZONTNLY FOLLOWING IMMLATOSHOW N DETAILS SHOON SECTION 3 THIMUCH 10 (SHEETS 4
<br />e) DICE" THAT HEAWRS m a 4D SHALL NOT K UUM
<br />3. ALL SCREWS To K STAINLESS STEEL 304 OR 316 ANA SERIES OR CORROSION REFWANT COATED CARBON STEEL AS PER
<br />Ow 6mta W� BO HE YIELD STRENGTH AND 90 NM ClrR3n.f SiRET+OtH a SHN.I COMPLY W/ FLORIDA BUCDwG CODE
<br />9. IT SIWL K THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SO RO IM Or THE SrRUCFUNE BETE SH ITOI IS ro K
<br />SECTION 24t .3.3.4.
<br />TO WSURC PROM ANCHORAGE THS SHUTTER SHALL ONLY K ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME
<br />a. OOLTS TO K ASIM A-307 OALYMRED STEEL OR NSI 304 SERIES STAINLESS STEEL WITH 36 w MINIMUM MD
<br />SNCHOTM.
<br />10. EACH REG" STORM PANEL WITHOW.
<br />LENGTHS 000 r-e THROUGH 1LEME
<br />ON •a TO* ON SHEER RESPECTIVELY: SHALL AM WAo1LY VISIBLE MAftq" VMCYW.1 00" ON
<br />7 ANCHORS TO WALL 9W1L1 K a FOLLOWS:
<br />TE•MWI TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURING PCRMOOB OF ,HURRICANE WARNING.
<br />W
<br />11. THE INSTALLATION CONTRACTOR M TO XAVCAUN ALL SHUTTER COMPONENT EODES WHICH RDAW IN CONTINUOUS CONTACT WrIf
<br />- 1/e0 TAPCON ANCHORS AS WkN FACFWfD BY LTX flREEK. INC- (inn. re-3192 ".i.)
<br />THE OUILDINO TO PRLIRNT WINO/CNN WTR SIO N.
<br />- 1/4' ♦ . CALK ANGORA, AS M DEWN INC. (MW. rc-3oo0
<br />ISTRIO Tc) A
<br />- 1/4•a . 3/4' 90LIO-SET ANCHORS. AS ODtRBUYEO er All POINT SCREW. BOLT a 9KCALfY m.
<br />/e SE CVAJ
<br />12, STORM PANEL INITTA4ATION SMALL COMPLY WITH SPECS WOODED a THIS DRAWING PLUS ANY MUM ARID ZONING REO"MM
<br />(IAIn. ra.3Do0 P4.1.)
<br />PO ADED 61 THE AIRSDICTE ON WHERE PERMIT a APNIED 10.
<br />- /14-To PANIONATE FEMALE 0 At PANELMMTE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.
<br />13. (a) INS PRODUCT E3NlAWON OOCUIDR (P1 PREPARED BY THIS SOW" 4 QEIEWC AND DOES NOT PRpADE INFORMATION
<br />(ANN. t•a-3.100 p,.A.)
<br />FOR A SITE SPDXIC PROJECT: j"L WHERE TE SITE CONDITIONS DEVATE FROM THE PLO.
<br />- 1/4•0 CF TAR-WP ANCHORS. AS MANUFACTURED BY TRU-FAST CORPORATION (ra-3e00 P.Ii.)
<br />(b) CONTRACTOR TO K RESPONSIBLE FOR THE SELECTION PUROVM AND WMAILATON VICLUGNG LOT SAM Or THIS PRODUCT
<br />A1) MINIMUM DOCUMENT OF TAPCGI ANGOIIS INTO f'p/RED CONCRETE SMALL BE 1 SIN': 2' FOR PANELALA7F FOWE
<br />DOES NOT WOATE FOIOM THE CONDITIONS DETAILED, ON THIS DOCUMENT.
<br />PLO PODIUMIS
<br />WUCO
<br />O AND PANEYALTE PLUS AND 1 Ile FOR CF TAP -MAP NNCIONS.
<br />ODNSTRBASED
<br />TpN SAFETY A T�RESPONSIBILITY
<br />A.a) CALK-W a SOLID-ArT ANCHORS SMALL K EMBEDDED 7/11• INTO THE POURED CONCRETE. NO EMKOHE7O INTO
<br />(c) T14 PRODUCT MAMMON DOCUMENT WILL K CONSIDOED INVALID F MODIFIED,
<br />STUCCO SNALL K PERMITTED. 1/4' 0-20 SCRM USED SM ALL K 1 1/r LONG LOW" SHHOLRD STUCCO EXIST.
<br />AD I' MIAMIAN FDIC WALLS WON NO STUCCO. NO MAY K HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD.
<br />(L) $TS SPECIFIC PRQXCR SHALL K PREPARED 9Y A FLORIDA REONPE ED MWEA W ARCHITECT MHPCH WILL BECOME THE
<br />OUT WITH WOO NUB.
<br />MAIM Or RECORD (E.OA fOR NNE PRO= NO WHO WILL K RESPONSIBLE FOR THE
<br />UK OF IMF MM
<br />PROKR[NQRV
<br />AJ) CAK TNT P IN IrSIN B'VVROA K FOUND all THE
<br />LION ►NIEL4, PAYORE
<br />PLO . SMALL TO THN LASIRE SPECIFIC ORMROS IIEVERT.
<br />R FLO RSIONE.ANC S 94 BE CH THE A
<br />E MILL 0R FLOOR. NICNOR9 E TIO D LOAD ERO I T. afJGM THE MAN STIKICTKE BEHIND SUCH
<br />PANELS
<br />PANES, AIOIIDRADE SHALL K AS MENTIONED W AI) AND W A2).
<br />(P) INS PLC BEAR THE WE NO ffAl AND 910NATURE OF THE PROFESSIONAL
<br />ENOMIEER OF'N't THAT PREPARED IOROWL
<br />(0) rG 'a^"a .a"` WN A eI,A -Ep;
<br />- 1/4' I TA.N. ANCHORS A8 MANUFACTURED OY I. T. W. OINK%. INC.
<br />14. SMUr1ER MANUFACTURER'S LABEL 5i1AL1 K LOCATED Gl A READILY V1SelE LOCATION M STONY
<br />PANEL SMURER w ACCORDANCE WITH SECTION 17011*3 OF FLORIDA SULONO CODE. ONE LAM
<br />- 1/.' P . 7. CALK-W ANCHORS. AS WMUFACfUI= BY DEIWNT ►IC (ON. 1'c-rem ►.NU.)
<br />S,NLL K RACED FOR EVERT OPENING. LABELING 10 COMPLY WITH SECTION 1702.9.2 OF THE
<br />- 1/4'0 IT3/4' SOLID -SET ANCHORS. AS DISTRIBUTED Of AL POINT SCREW. SOLT a SPECALTY CO.
<br />FLORIDA NULDW COW.
<br />(MIN. r-1800 P.a.;.)
<br />- 114-10 PMtL ATE FEMALE O AND PANELMATE PLUS ANCHORS, A9 MANUFACTURED BY Oro CINSTRUCTIG/
<br />TNe ORMOND SHALL ONLY K ED US70
<br />OetAIN FERMIS W MSTATE OF FLORIDA
<br />PRODUCTS (UAL. Fc-2071 p.eA.)
<br />- Ile • CF TAP -MAP MOCK AS MANUFACTURED BY TAU -UST COMPOIATION ERA• 7J[4
<br />al) MINIMUMDaEHr Of TA+CON ANCHORS. ELCO PANElAAAN TES AND er TAP -MAP CHOR, I"iHE VC
<br />t z
<br />FLORIDA BUILDING CODE IM h Vebc II HNHYIOOM oFHO
<br />BLOCK UNIT SHALL K 1 I/e.
<br />NG. 4 167 ':
<br />aMI9 ,LUM M
<br />20 GAGE GALVANIIEO STM STORM PANE
<br />IP
<br />CRANT m
<br />B.2) CAX-A SOLID -SET ANCHORS SHALL K EMBEDDED 7/8'RTON O THE CONCRETE OLOCK LMT. AD
<br />w
<br />INIO STUCCO SWILL K PERMITTED. T/4' 9-20 SCIEW,S I= SHALL K1 1/2- LONG M.A.M.
<br />__
<br />�, g' U'C'
<br />9T HaaO
<br />EXIST, AND I• MINIMUM FOR WALLS WITH NO STUCCO. STA
<br />OF
<br />IL E C O /NC.
<br />STRITT
<br />' FOR OP : +
<br />">.S, •
<br />mar. tw>tF► Fw ft 4jwTao rNF
<br />20-17a
<br />SS/O�•
<br />••
<br />j,,'.
<br />•G
<br />TS4abM1111
<br />Ya, PR
<br />own"Is
<br />G
<br />P.[
<br />7— ___ __
<br />• _ - .
<br />War I OF AS
<br />9)
<br />COHICIIr1E qom-I
<br />REQUIREDCOD. BLOLW
<br />CONDOR ACHM . _ - - ".T • I
<br />g000m Tr/ SRO-- c!
<br />9aN1%U all
<br />WALL Maymm
<br />SCALE 1
<br />aA O —
<br />INSTALLATION DETAILS FOR REGULAR PANELS(]) A hit
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />OOUOIEIfour AMaIAe
<br />ai¢M I RRwRNOi O�E'F�^—[D. mNOsamunar Noah '"•�\ ,���]#,I
<br />O4S11110 POMD ( amm 9 TROUGH 9j \ �I Y ^© mNI31[Tr IEOLIE�
<br />i 3
<br />1
<br />1
<br />1
<br />I �^
<br />e,A aAa I v
<br />,
<br />SITE M_
<br />ED.
<br />�
<br />�AGt
<br />7
<br />CIYK'REE AIIOIme ! \ t:/ LAW
<br />'�0.G'
<br />WON
<br />IAKL a
<br />„WIWNaH q
<br />)
<br />ump" ON
<br />aaM a INNOUSH 9)
<br />pit W .Mu tw'-' - -N-V OiA uiN`i L''8'Q
<br />WHOM • M1a■H U
<br />srxE 3/h,
<br />9rAL9 ,
<br />LO.. am SISTNICE
<br />(NEE SCHEDULE ON
<br />SHEETS 0 111 9)
<br />TOP a BOTTOM MDLWTNM CAN K
<br />COIIMn IN ANY WAY To SUIT ANY
<br />3
<br />RA
<br />S. MATERIAL CH CTERISTIMpNO $PECIFiCA7IOIt18:
<br />Shall be strictly in accordance with General Notes end Components indicated on
<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. 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 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 Waiter A. Tllit, Jr„ P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1020.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed Into poured concrete, concrete block, and
<br />wood frame a fixtures.
<br />Product Evaluation Report prepared by Walter A. THIN, Jr., P.E. (Florida License
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0000719).
<br />IgmHlarlpA
<br />eNA�A A: TI((%T' $
<br />EN
<br />44167 44167 a
<br />7 Zm STATE OF
<br />�,r'•, IORID ���
<br />y`+iFSS/ONAI
<br />hYrHHnHIt1H1HIIY
<br />WATU
<br />D;l TILTECO ADMON RECORDS 1 P. E. REPORT.20 %GLOBAL PROTECTION PRODUCTS, LLC W 20 GAGE
<br />GALVAN12E0 STEEL STORM PANEL%ORw3 0 MI70 %REPORT 9 204MO1
<br />L EC M\ I INC.
<br />TILLiT TEBT1NG a; ENGINEERING COMPANY
<br />WALTERA. TILLIT. M, P.E. filteoD@wl.rom
<br />PRODUCT EVALUATION REPORT PLT.r, tiNWNNo 44167
<br />YLC.A. LIDSWt4 Va.00NT19
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY. Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: global Protadion ProduCIX, LLC,
<br />4800 S.W. 51 Saner
<br />Davis, Florida 33314
<br />1. PURPOSE OF EVALUATION'
<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 10 of the Florlda 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 effect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />21. PRODUCT EVALUATION DOCUMENT _f_D,1;
<br />Drawing No. 20-175, tided '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tiltecc, Inc,; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteR,,+ry111Ntit!!girj►�ls
<br />Evaluation Report. � ��(E........f.... �•,,
<br />� � k\C NSA •. �
<br />ATEOF ,Qz
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Pboue: (305) 8
<br />71-t ? 1plp(3b t-1531
<br />COMPONENTS FOR REGULAR k LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1")
<br />15.1a' (MAL MDTN)._—.�.�..._.-._._.-1 __ _..— ttIW (MAL W701M?.-..
<br />--—_.__ta.S00' (UMCTK WCTN}--. 1._ __.
<br />I R ,. t. SS0000
<br />I �`\ taao' 0.03A' Tall. 11KX 1.3aC-'••
<br />O&VATIMDry A- W I
<br />0.03e' NYN TACK U '
<br />4CRAW ED
<br />2.Oe7• ��- �� Le9r EDGE `
<br />� , ) oALWvaED STEEL EOK � r r 1 ) o-ao GAv. 7
<br />a. •..�_.No@= M. _ wx o MINIMUMOCTAL aJ ' a. .a'�(P UNEW
<br />TIP. OPAL
<br />\'I' 'a AA�SE �� aE0 GAW. -I _ __ A
<br />LET l3T 4s F
<br />® ----------
<br />STORY PANEL Q END STWU PANEL
<br />a.tss•--
<br />Z:. x nAR¢Y LAD Lr ( � .125'
<br />f.4ae' I I .Im' 1.a2De0• .100• �� _-„- �.1 ..SOON SO�cEt EE SOON STUD FnEw
<br />W NFAatD t9K m I R 1 r tO MIIC W TO NqE W 1
<br />_\ MINI ' i ... O.C. 12 1/a' OC.
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<br />IT : * FLOMOA A DOG CODE Volochy NMFFbono Zon9
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<br />TOP t BOTTOM MOUaNOS CAN BE
<br />COMM" IN ANY WAY TO SUIT ANY EC
<br />INSTALLATION. _---- SCALE
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<br />116 SACTION X-X
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<br />PRODUCT L•V,A1. •AnQN M!!MT N0. 28472= 2
<br />11 TEST REPORTS:
<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 per
<br />Section 1709,8.3 r A - per STM E 330. Test reports prepared by American Testing
<br />Lab of South Florida, Report# 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz 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 />Largaespeds, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 & 203 as per section 1009.1.2 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 per ASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofeno, P.E. as per ASTM E-e.
<br />2-3. STRUCTURAL ENGINEERING CALCULATIONS.,
<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 penal
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12/18/10 and 027/13 (for this revision), signed and seeled by Waiter
<br />A. Tlliit, Jr., P.E,
<br />3, MISSILE IMPACT RMSTANCE;
<br />Large missile Impact under section 1609.1.2 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, 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 sheets 5, 9, 10, 11, 13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.), drawing No. $OMITS,
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 1249 Standard.
<br />AMINUCT ]EVATAIATJQTy_aB;P(j�* MayY,v a 3
<br />5. INSTALLATIO
<br />N:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 18. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20-175, Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 15. 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />-0. MATERIAL CHARACTERISTICS AND SPECIFICATIONS•
<br />Shall be Strictly In accordance with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.). drawing No.
<br />20.175.
<br />Anchor specifications shall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20175.
<br />L LIMITATIONS AND CONDITIONS OF USE,
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 206175
<br />prepared byTiteco, Inc. and signed and sealed by Walter A. THIN, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on sedlon 1620.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame eUuctures.
<br />Product Evaluation Report prepared by Welter A. Trull, Jr., P.E. (Florida License
<br />No, 44167), President of TlNeoo, Inc. (Florida CA-=6719).
<br />WATLL
<br />D;%TILTBCO ADMON RECORDS %P. E. REPORT.$(
<br />GA.VANCEND STEEL STORM PANEL %DRWG M 20-175 %
<br />1/4, 2/4. 3/4. 4/4. S/S, 7/5,
<br />11AF/10, 2W/10, 3W/10, 4W/10, 6/5
<br />5W/10, aW/11 i 7W/11
<br />S• MAXMCONS: FOR CONCRETE SEE SCHEDULE ON SHEETS a a 9 -. 3' WK
<br />` AR I' MWL"'r FOR WOOD SEE KC.MM ON SHEER 10 a 11
<br />a / 0
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<br />(SEE SECTIONS
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<br />sAPPLICE>
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<br />ECTIONS AS /J I
<br />r YAR 1/4, 2/4. 3/4. 4/4. 5/5. 7/5. 3• MAX -
<br />1• Nov. iW/10. 2W/10. 3W/10. 4W/10, a/sue
<br />5W/10, eW/11 a 7W/11
<br />ANCHORS: FOR CONCIET[ SIE 909 UIE ON SH EM O a O___-- FOR WOOD SEE 21CIIONS ON SHEETS 10 O tl ..._
<br />REGULAR STORM PANELS t� tit Q ELEVATION
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<br />N.T.S. TE : fy 11L E C O IM C. PROTiC a PRODUCTS, LW. ells
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<br />INSTALLATION DETAILS FOR REGULAR PANELS (b dt Cie
<br />INTO
<br />� EXISTING POURED CONCRETE OR CONCRETE BLOCK
<br />EOISTRUCTURES
<br />f -- DR CBNCRLT K r—OR COMCKT�'E SLOW OR NFICIEI K
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<br />(SEE SCHEDULE ON TOP a BOTTOM MOUNTINGS CAN BE
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