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T , RAFIr1•IWIIIIIIER6ABRnrt r19„'IAlR1PR'Iflri.•II'll•1.,,jlpllr�Ir"�I�(,• L IIL��L _ I I 11 _ _ I_ _. I. I -1_L 11I •II _ II �i III' IJ��IIh (�� ��� I I�� ��jj
<br />t
<br />PRODUCT BVA,UATIDN SEr01rr PNLT. 20-072a6E 2
<br />PR I['7• F.V I.Ei1TWM Rs'TADRT NO. 20.8729.47 3
<br />L EGO �N(c_
<br />T1LLIT TESTING S ENGINEERING t'xIMPANY
<br />r PO
<br />E�� RTB:
<br />6 A e
<br />slA�F,R_ _L GHAR _GTERISTIGS ANp SPECIFICATIONS:
<br />__
<br />WATTTIR A. T7LLI7,.JR., P$, tiU00Of�I0).c-
<br />YL PE.LM.Tw;NA. •WIT
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1626 of the Florida Buildin Code. Uniform static loads
<br />1^' 9
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />PL C A Irnmw Nn. I006719
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20.176. Anchor specifications shall be as Indicated on sheets 1, 7 end 21 of
<br />Testing, Inc., Reports # 96-569 dated OS/09/1996, #9&570 dated 0911811996,
<br />26, of Product Evaluation Document (RE.D.), drawing No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/1996. all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/18/1998 and
<br /># 2126 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7.- LIMITATIONS AND CONDITIONS OF USE,
<br />REPORT NO.: 20-0720.01
<br />0210.01-09 dated March 4 00 signed
<br />2 9, goad and seated by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shalt be strictly in compliance with General Notes No: 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by CIC Metallurgical, Inc., dated March 13, 2009,
<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 />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by T11teco, Inc. and signed and sealed by Waiter A. Tillit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.3. STRUCTURAL ENGINEERING CALCUL-ATIoHs:
<br />On 20 Gage Galvanized Steel Stone Panel for maximum panel length vs. design
<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 />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection Products LLC
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida BuildingCode. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood llama structures.
<br />4800 S.W. 61 Street
<br />Oevie, Fbrida33314
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A.Tiilltl, Jr., P.E.
<br />1. PURPOSE OF EVALUATIp[ii;
<br />3. MISSILE IMPACT RESISTANCE:
<br />Product Evaluation Report prepared by Wafter A. TIM, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T1111t, Jr., P.E. (System
<br />Large missile Impact under section 1028 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No, 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20.3, Method 1 D of the Florida Department of Business and
<br />4A-WIND LOADS_ RESISTANCE:
<br />,eO' "ti? N: T141'-
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />9
<br />pressures. Maximum length shall be as indicated on sheets 8, 10. 14, 15,
<br />40111K. `�
<br />�- "AEN.go-...1?
<br />This product is being hued an Evaluation Report as described herein, and has
<br />been verNled for compliance in accordance with the 21Y20 Seventh Edition of the
<br />panel
<br />1e, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />- g4167 -
<br />G- ' z
<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, 11,
<br />�__.__,_'� * A•
<br />7lf'` ,',-� 3 STATE OF
<br />at least equivalent that
<br />q ' required by the Code.
<br />14, 15, 17, 18, 19.20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />_ ..
<br />drawing No. 20.176.
<br />, / lOAit)
<br />`11M
<br />S
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION:
<br />%,
<br />/Oi 1�*
<br />a Building Cade change that may affect Its limitations and conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED
<br />2.1. PRODUCT EVA_t31ATI_0K0OC_4iM9NL(P•ED•1:
<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 />D-:IAT LTECO ADMON RECORDS 1 P. E. REPORT-20 ( GLOBAL PROTECTION PRODUCTS, LLC 120 SAGE
<br />CA"ILVANIMU STEEL STORMPRNEi•10RWOS'20.178% REPORT920 MOI
<br />Drawing No. 20-176, titled '20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets 8, 14, 10, 25 and 26 of 26, of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc.; signed and sealed by Waiter A.
<br />(P.E.D.), drawing Na 20-176.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral part RAIAIs
<br />Evaluation Report. ERA, iy�`
<br />AAFM311111111111FF
<br />N%fI . 0. T!(t�TA'~1Fy
<br />LtCENSF Jam.
<br />;�}GENc' •'p
<br />- 7�-+E•--P'
<br />k r� No, 44167 s
<br />_��ONNI���'
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<br />. * � •* : * I
<br />`167 : A
<br />'J 'Der-e E
<br />�. STATE OF
<br />a, .,lOAIifP.:4i,�,c.S..,
<br />OR -�.,$.
<br />F
<br />6355 N.W. 36th SitYxt, Suite 305, Miami, Florid2 33166 - Phone: (305) 871-1530 - S/ > \S91
<br />/ T
<br />RHIIUHitNt
<br />11111,
<br />-fim:�
<br />63) N CASE THAT PRECAST STONE, OR PRECAST CONCRETE PANELS, STUCCO OR WOOD aGARD6 K FONNO ON THE
<br />2Ena9i,IINI
<br />��f�, P _�
<br />EXISI MALL BE LONG DOMAN TO REACH THE YNN STRUCTURE BEHIND SUCH PANELS.
<br />G WALL UBE SMENTIONED
<br />STORM P 9TOIYN OIN TNL5 PRWUCI EWLWTON�DOC WM (PE.0) HAS BEAN VERIFIED FOR COMPLIANCE N
<br />AWNORAOE 5 .SS N 8.1) AND N 8.2
<br />ACCORDANCE WITH THE 2= (7N, winow) OF THE FLORIDA BuLONC cooE
<br />(C) T-Ocsr MIM- r . 0.35 um�,.
<br />Eb
<br />DESIGN W9O LOADS SILL BE DETERMINED PER NOTION 1620 THE ABOVE CODE.
<br />- T/4Y TAPCON ANCHORS, AS LWNNFAC IMEO BY I.T.W. 9UIOCx. ,NC
<br />- #44--10 PNIELWTE FEMALE EO AND PANELMATE PLUS ANCHORS. AS WPWACrAM ON ELCO CONSTRUCTION PRODUCTS
<br />T RI SE ILL BE INR
<br />FORFORA WOW SPEED AS FACTRWAOR Kt BY THE WG OIS E 7N 0 AND THESE SHUTTERS WILL E INIMUM ( AND
<br />A ONESSURE 7r FACTOR I4-0./5. NfiSH ASCE AND SHWA NOT EXCEED THE IN►AXMNaI (A5.0-)
<br />- 1/4-0 LAC SCREWS PER N.D.S.
<br />DESIGN PRESSURE PAANGS INDICATED 011 SLEETS 7 7R9I/ 12, 14, 15, 16. T9 ! 20.
<br />DES THRU
<br />_ 711" . S /r' W000 BISMIIIG. AS DISTRIBUTED Br ALL POINT SCREW. BOLT ! SPECIALTY CO.
<br />N ORDER TO VERI'F NNE ABOVE CONDITION. ULTIMATE "ON 11uIN0 LOADS Dr?MM M PER ASCE 7-16
<br />SHALL BE FIRST REDUCED TO ALD. OCIDON WIND LOADS BY MULTPLYING THEW BY 06 N ORDER lD
<br />C 1) MINIMUM THREADED PENETRATION Nt0 WOW Of 7APCON ANCHORS SHILL BE T 1/2• MID 2- FDR ELCO PANELLNTE PLUS
<br />UM/ELMALE
<br />COUPW THESE W/ MAX. (AS.D) DES1srtt PRESSURE RATINGS INDICATED ON SHEETS 7 TiRtU! 17, 14, 13, 16, 19 At20.
<br />NO FINALE D.
<br />AN N ORDER 10 VERFY THAT CJNM ON THIS PED. AS TESTED WOM HOT OVER STRESSED. A 33% INCREASE N ALLOFWABLE
<br />C,2) W&WM 1HRFADED PENETRATION OFLAO SCREW. INTO THE WOOD FRAME Ui4T SHALL BE , 1/2- NO THREADED
<br />PENETRATION INTO STUCCO SHALL BE CONSIDERED AS PART OF THE REQUIRED THREOM PENETTNTON.
<br />STRESS FOR WINO LOAM WAS AM USED ,N THEIR ANALYSES. FASTENERS SPACING 10 WOW HAS BEEN D MtWNED N
<br />ACCORDANCE WITH N.D.L 20111.
<br />C.3) MNNW EDGE DISTANCE OF LAC SCREWS, INTO WOOD SMALL BE AS NOCATED IN THIS DRAWING
<br />STORM PANEL'S CY FOR IMPACT AND WIND RESISTDOG$ KE HIS BEEN VERIFIED N ACCORDANCE WITH96- SECTION0&1626 AN
<br />ZONED
<br />THE ABOVE 4EARONFD CODE HURRICANE ERGpEfI ! INC. REPORTS 96-52 96-570 ! 96-T30 AND
<br />C 47 MINIMUM PENETRATION OF 0000 BUSHING SHALL BE VIV Ile .-20 SCREWS USED SHALL BE , 1/2- LOW MINIMUM
<br />INC.,PER
<br />PROTOCOLS
<br />FTJESrRATiON TESTING LAB C.REPORTS %2D32 ! {Y12b AS PItOlOOCS TAS-20,, TAS-702 AND TAS-303,
<br />.
<br />SNOULO STUCCO EXIST. M!D T' lIW6YUY FOR MILLS WITH NO 51VCCA.
<br />AS WELL AS MOW-0 )EST lAB OF SCUM FLORIDA REPORT /0219.01-a, AS PER TAS 201, TAS 107 AIM
<br />TAS STMMAROI:.
<br />CS) N CASE TNT PRECAST STONE. tit PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTNO
<br />2- ALL ALURLNHIIM E37IRISDNS TO BE 6063-TO N10Y AND TEMM, (UNLESS otmEW*1 E NOTED) SEE SHEET 2
<br />4LU
<br />WALL ANCORS SHALL. BE LONG ENOUGH TO REACH THE MAN SMUCIURE rDAO SUCH PANELS
<br />ANCHORAGE SMALL BE AS MEWVM N C, 1), C.2) A C4)
<br />] ALL ALLNV•NAI SHEET METAL USED AT CLOSURES SMALL HAVE 3105-414 ALLOY.
<br />(D) ANCHORS SHALL BE INSTALLED FOLLOWING AL OF THE REODVWNMTOtS AND SPECIFICATIONS OF THE ANCHOR'S MMAWACng"
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL OUAUTY $IEEE ASTM A-IW GRADE 50 MINIMUM. G-60
<br />OALVANI2ED STEEL OEB6NATON vim. 56.5 IVI (AATER ROLLED).
<br />6. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOU.OMN9 INSTALLATION OETNLS 9O ON SECTION 3 DOMAN TO (SHEETS 4
<br />Doom 6) EXCEPT THAT HEADER$ (Z A ® SMALL NOT BE USED,
<br />5. ALL SCREWS TO BE STNFLESS STF27 304 OR 315 AISL SERIES OR CORROS IN RESISTANT COATED CAADON STEEL AS PER
<br />MN SOOIli W/ 50 I* YIELD STRENGTH 40 90 AN TENSLLC STPEIN4TIT ! 9t1LL COMPLY W/ FLORIN BUxLDNG CODE
<br />9 IT SHALL DE THE RESPONSIBILITY OF THE CON INICTOR 10 VEWY THE SOUNDNESS OF THE STRUCTURE WHERE SNRER IS TO BE
<br />SECTION 24,T3.].4.
<br />ATTACHED TO NSIRE PROPER ANCHORAGE THIS 9+UITER SHALL ONLY BE ATTACHED 10 CONCRETE. BLOCK OR ROOD FRAME
<br />que.00M.
<br />6 BOLTS TO BE ASTM A-3D7 GALVMLIIED STEEL- OR AISI 304 SOLES SIAREFSS STEEL. WITH 39 IAN MNNUM YIELD
<br />STRENGTH.
<br />10. EACH AEC'" STORM PANEL INTH LENCTHS OVER W-r THROUGH IT-e. AS PER SECTION$ 6, 6. 9 ! 10 AMC ALTERMUIVES low,
<br />IN III IOW ON SHEETS I. 6 ♦ 12 R�ECTNEA ELY. SHALL HAVE A LEGeLE NO RDLLY VISIBLEMaLlihi INSTRUCTING OWIER OR
<br />T ANCHORS TO WALL SMALL BE AS FOLLOWS
<br />TRAM TO SECURE PAHEL$ WTH APPUCABUE NENFORCEMEW OLMNG PERIODS OF ,aIRAMMAM WARAINO
<br />(AI ID EASTNO POURED CAIINC3SEif.
<br />It THE INSTALLATION CONTRACTOR IS TO SEA /CNUUL ALL SHURER COMPONENT EDGES WMCM REMAIN IN MWWUOU5 CONTACT WITH
<br />1/4a TALON ANCHORS AS MANUFACTURED BY IJIN BLIILDEX. INC.(Ain rc-3T92 P...i,)
<br />THE O)LONO TO PREVENT IIRND/RAN VO IUSION.
<br />- Ale 4 A CALM- ANCHORS. AS BY INC.S(EMI. 1•r-3000
<br />- fM4 A 3/4. 501AC-SET ANCHORS. A$ CstR18utED BY ALL PANT SCREW, BOLT ! SPECALIY CO
<br />/e E DISTRIBUTED L POINT SPECIALTY
<br />12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED N THIS DRAWING PLUS ANY BUILDING AND 2DNNC RECWAICINS
<br />(Mm, rca7000 PA.I )
<br />PROVIDED BE THE AtSKMON WHERE PERMIT IS APPLIED TO
<br />- r14-10 PARELNATE FEMALE D • PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CON$TRuCT10" PRODUCTS
<br />1•c-33M
<br />13. (A) TMS PU MKt EVALUATION DOCUMENT (P.F.DI PREPARED BY THIS ENCNEER IS 084VK' AND DOES NOT PF"WE IMOIMATON
<br />(MN. P.a,•)
<br />- 1/4'M CF TAP -GRIP ANCHORS, AS LMNOFACIURED BY TRU-FAST CORPORATION (I'c-3600 vs.N.)
<br />FOR A SITE SPECIIC PROJECT. i.. WHERE 4 WE CONDITIONS DEVIATE FROM THE P.E.D.
<br />A.t LMMRIY EMBEOIENT a TAFCOI ANCHORS INTO POURED CONCHAE SILL BE , J/4-: 2• FOR vAHELNATE FEMME
<br />I
<br />(b) CONTRACTOR TO BE TESPON WE FOR THE SELECTION. WORCiASE AND INSTALLATION RICLUCIING LIFE SAFETY Or THIS PRODUCT
<br />BAND ON THIS P.E.O. PROVIDED HE/9E DOES AM DEWMIT FROM THE CONDITIONS DETAKED ON THIS DOCUMENT
<br />O NO P*"kTE PLUS AND 1 Ile MR CF TAP -(RIP M04M
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONS=n6 ..
<br />A7) CALK-W ! SOLD -SET ANCHORS SHALL 6E EMBEDDED 7/5• INTO THE POURED CONCRETE No EMBEDMEM MID
<br />W TMS PRODUCT EVALUATION DOCUMENT MARL. BE CONSIMED INVAUD IF MODIFIED.
<br />STt1LC0 SHALL BE PERMITTED. fle 0-20 SCREWS USED SHALL BE I 1/2' LONG MINIMUM SHOULD STUCDO EXIST.
<br />FD I' MINIMUM FOR WALLS WITH NO STULCO. AO MAY BF NEADEO SCREWS OR ALL INFEAOED SCRM W/O HEAD,
<br />(d) SITE SPEOM PROJECTS 9Mtt BE PREPARED BY A FLOADA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />an WITH WING li
<br />ENGINEER Or RECORD (EOUi FOR FINE PRESET AND WHO WILL 8E AMMMSOLE FOR THE
<br />PROPER USE OF THE P.E M ENGINEER OF RECORD. ACTING AS A DELEGATED ENGINEER TO THE
<br />A31 N CAN THAT PRECAST STOOL. PRECAST CONCRETE PANELS, PAYERS, STUCCO OR WOW BOARDS BE FOUND ON THE
<br />P.E.D. ENGINEER. SHALL SUBMIT TO THIS LATTER THE SR SPECIFIC DINWOM MR REYLW.
<br />OWTAG WALL OR RODE ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SU04
<br />PANELS ANCHORAGE SMALL BE AS MDMWM IN A1) AND N A.2)_
<br />(a) THIS PLO. SHAM 8CM THE DATE MID ORIG1AL SEAL AND 5ONATURE OF THE PROFESSIONAL
<br />ENGINEER Ol R NIO NO PREPARED IT
<br />(a) TD TLUBONG mMC!)FSE f) DCI WALL A_T C 90
<br />- 1/4' / TAPCOH ANCHORS AS MANUFACTURED ED I T W BLMUOEX, INC.
<br />,4. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY YMBLE LOCATDN AT STORM
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 1709.9.3 OF FUi BUILDINGDE. ONE LABEL
<br />- 1/4" 6 . 7/r CALK -IN ANCORS, N MAAKACnAoM Of DEWALT INC. (YIN. Fs-P.• I)
<br />SKILL K PLACED MR EVERY OPENING. IABEUNG TO COMPLv WITH SECTION 1709.9.2 OF THE
<br />W1500
<br />- I/4•/ 13/4• SOLD -SET ANCHORS. AS DISTRIBUTED BY ALL Pan SCAM. BOLT ! SPEC.TY CO.
<br />FLORIDA BUILDING CODE
<br />(YN. ,. -IWO p.1)
<br />- 114-10 PANELVATE FEMALE 10 AND PARELMATE PLUS ANCHORS. AS MANUFACTURED ITT ELCO CONSTRUCTION
<br />19S ORAWMO SHALL 01Er BE LASED TO
<br />PRODUCTS (MN rc-2071 p s L) N,AIINItII ERMTS OBTAIN PIN THE STATE of ROI6QA
<br />- 1/4• • CF TAP -GRIP ANCHORS, AS MANUFACTURED RV TRU-FAS7 CORPORATION `A'R .: T/t4
<br />r
<br />0.1) MPWAVW DOM" OF TAPCOI ANCHORS, ELCO PANELANTES AND CF TAP -GRIP ANCHOR. INTO THE ... uC
<br />' FLORIDA SUP -WHO CODE M h Y•Roci Nurrk6
<br />HALL
<br />etorx UNIT9YWL BE L i:'
<br />�•
<br />". i Alma wP Mc 20 GLSE GALVAIRZED STEII STORM OAt1Et
<br />9.2) CALL{-N 4, AHINCNIOR" AWL BE EMBEDDED 7/s• IHTO ME CIMNCNCTE BtDCIH UNIT NO 4
<br />167
<br />TOO STUCCO 9MLL BE PERMITTED. '/A- 0_20 SCREWS USED SMALL BE 1 1/2- LONG M96MUN SIOU
<br />LOBAL PROTECTION PRmen LLC. 6
<br />EATST. AND I' WO" FOR WALLS WITH NO 9UCCO. '4: CYA
<br />,.. "'-•' -. 11 "• W
<br />_
<br />INSTALLATION DETAILS FOR REGULAR PANELS n tit III
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES awam AIDNa6
<br />(6FE somax" ON
<br />OOMOEts Moen V gem a TIAOIIOH 9)
<br />aaeOME ON
<br />COMMAIrJcls M.6 TEIaAH » {.D.---- cm sod AMLTMORs -'•c -
<br />DXm9IG POU ED
<br />( S 9 tIER0J6NG 9) EXOTMG POURED 1 gem a TW O INvm •N 0)) \ I am 1 4- WFKMrE REot61�I 4
<br />}} L.
<br />__ RDNCETE 11fOLRi'6I 1 4
<br />r{__ I'll. 1/4•IMI .\�., .\ ..\\\•1.�... .,'\ (£__ , --,,• Min.,- ati- 5 C_- 'n �.
<br />' 1 1 'RF 4
<br />1wA • 1 a4
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<br />REWMInI I 2 N. 1 I T p OCMaAE REOURD7l 4, 1 tiJ T: E.0. ;� .v ...... i
<br />I 0rL I I W.N 61 � �'
<br />0 I1 1 \ �:':'i •" \1 < I WINO MR • I .`2N � I .. �Y MN •
<br />$ , nWN sIa R �\ 1 $
<br />-iRPa�Mn A2'. L 1 0 1- )6 NiAKAXN 1 <% m sDgo.RE I C% W�'Ln 1 _(7 ,
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<br />,. - __ 1.� ,MM Ly 1. ; I L':. .-'--� HN ONNNF� i L' D ..J i I
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<br />CONICMlE BLOCK / _ owgw S 3n• •R VIAL 1 1 COM(YLk7i BLDCIN I ..-.. _._.._- -1 1 1U Ea �• 1 13 N17. 0t 4,
<br />' FtTM Nh • i ;,
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<br />7
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<br />CONOE'LI ANCHORS
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<br />Comm"ICOGE NNDORS wL
<br />OCM 69 a 9) \•
<br />k 'I
<br />t •
<br />EC
<br />SCAIE 3/9-1'
<br />ED. - EDGE DWDWM
<br />(SEE SCHEDULE ON
<br />SEETS 8 ! 9)
<br />TOP NT1 BOTTOM MOUNTW..S CAN RE
<br />COMBINED N ANY WAY TO wT ANY
<br />INSTALLATION,
<br />TI L I EC© iNil
<br />TILLIT TESTING 6 ENGINEERING COMPANY
<br />WALTERA. ThI T,1R, P.E. ti(teoo a aol.r.
<br />PRODUCT EVALUATION REPORT P1.pr LSHNM,N3 44LE7
<br />FL.;..A. L1aAM'Vo.'3WI671 F
<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 />PRODUCT NAME:
<br />24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER:
<br />Global Protection Products- LLC
<br />48M S.W, 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID It 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61020-3, 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 verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verily 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 />Drawing Nip. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANELP,
<br />sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E,; dated 0712712020. This drawing is an integW(A "tVA ria
<br />Evaluation Report. a ���4„�A:.r,1(t/�,%
<br />6355 N.W. 36th Soviet, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1�5�,?AQgtp(3'W64"1-1531
<br />COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-1')
<br />----15.19/• (TOTAL TROTH}-- -- -... _____ .._ -------- _.._,.__.._'-'-' _.------ .151W (TOTAL WIDTH)-. _....._____._._ _1
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<br />' f-'-' - --'_.4 Ile __ --- i ; 6.250•--. — '.
<br />�I r_ _r_ + . 1 A ) S 1 -1.350•-. \ of W~ soL THU T I,Ar- rl} „N
<br />/r / 1 , 2457' OGLYNQkb STEEL EDBE 'S �� l ) Y.E57` G-60 GALv. ED6F 1
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<br />END LIP w( HAMMED EDGE.
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<br />PRODUCT ICV T. :A770N 129'33aT NO R,-a'F37.D2 2
<br />9.5). 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, per ASTM E-330. Test reports prepared by American Testing
<br />Lab of South Florida, Report # 0814.01-01 dated 03111/02 witnessed by William
<br />R. Mehner, P.E.. Bortz 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 />Largaespods, 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 November23, 2010, signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. OCM-198 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E, as perASTM E-B and Tensile Test as
<br />per CC Metallurgical Report No, 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jacfofano, P.E. as per ASTM E-8.
<br />2 3 STRUCTURAL ENGINEr;MNra CALCULATIONS
<br />On 24 Gage Galvanized Steel Stone 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 1804 of the Florida Building Code. Calculations prepared by Tilteco,
<br />I nc., dated 12/1 Bit 0 and 08/27113 (for this revision), signed and see led by Waiter
<br />A Tillh, Jr., P.E.
<br />3.MOSILE IMPACT RESISTANCE;
<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. 1M Nj_D 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. 20-175.
<br />24 Gage Galvanized Steel Stone Parcel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
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<br />PR()BI= EV F.UATIOBIUZO_RTr0. 20-8727.03 '1
<br />5- INSTALL TA ION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 8, 12 thru 18 of 16, 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, is and 18 of f 8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />L MATERiAA.L CHARACTER1187FIGS 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 1 B, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7. LIMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, Indicated
<br />on sheet 1 of 18 of Product Evaluation Document (P.E.D.), drawing No. 20.175
<br />prepared by Tilteco, 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 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 TlReeo. Inc. (Florida CA-0006719).
<br />VVATILL
<br />0,1 TILTE00 ADMON RECORDS kP, E. REPORT,2
<br />GALVANIZED STEEL STORM PANEL IDRW6#20.1751
<br />1/4, 2/4, 3/4. 4/4. 5/5. 7/5.
<br />iW/10. 2W/10, 3W/10. 4W/10. 6/S
<br />5W/10, 6W/11 a 7W/11
<br />Y MAIL _ ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS B ! 9,_._ r MAX
<br />'-t' MN."---- MR WOOD SEE SECTIONS ON SHEETS 10 k 11 1• YN.
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<br />SHEET NO.
<br />SH 1.0
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