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<br />TILLIT TESTING & ENGINEERING CaN3PANY
<br />WAT,TRR A nI r_ :
<br />ST,.Jk ; P.E. tilteca(aa1:eDTT
<br />NL
<br />1R Cd Lceavc Na. d. NO. D 4314T
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<br />PRODUCT EVALUATION REPORT`
<br />REPORT NO.: 20-0720.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT Stl -CATS H tIORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global PretecllonProducts LLC
<br />4800 S.W. 51 Street
<br />Davie, Florida33314
<br />1. PURPOSE .R'4SE OF EVALA
<br />2..
<br />This isla Pr
<br />oduct Evaluatkn Report issuedWalterbyA. TillltH Jr. P E:
<br />(System
<br />1D # 1:906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method 10 of the Florida Department of Business and
<br />Prollesstonal Regulation.
<br />This product Rein issued a 1ss d o EvaluationRe ort 's c
<br />p g p a described herein, and has
<br />been verified for coni Ifance in accordance with the 2020 Severith Edition of the
<br />p tton
<br />Florida Building
<br />Odin Code, and to verify that thepr
<br />oduct It far the purpose
<br />e 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 />41 pRODl1CT EVALUATION D TENT (F.EA:I:
<br />Drawing No, 20-176, titled "20 4ACeE GALVANIZED sTEEL$TORM PANEL",
<br />sheets I thru 26 of 26 prepared by T'ilteco, inc.; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 07/28/2020, This drawing is an integral partlg1plisA
<br />Evaluation Report, ++ A ).l�0`",
<br />y _ 410ENSF % .
<br />Na. 44167
<br />�
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Parole: (305) 871-153Q -
<br />P 1Wff IEYAI..IIATTON REXQR'L'lYD_1OA72A 01. 2
<br />2.2, TEST REPORTS:
<br />L sl Impact
<br />Large rats le mpaT:t and fatigue load tests were perforated under Protocols TAS
<br />201 20
<br />3 as per section 1028 of the Florida Building Code. Uniform static lands
<br />as per TA
<br />S 202 Protocol. Test reports r' ` re b Hurricane ` p n p prepared y Engineering &
<br />Testing, inc., Reports # 96-569 dated 09/09/1996, #96-570 dated 0911811096
<br /># t3 T30 dated 09/20/1896, all three signed ,and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc, reports # 2032 dated 04/1811998 and
<br /># 2126 dated 1610611998 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 by QC Metallurgical, Inc., dated March 13, 20W
<br />sealed
<br />signed and ai g by Frank Grate, P.E.
<br />T TU : EN C
<br />S1i{_ GINEERIN LATtONS:•-
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />Wind bad, as weli 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 11103/08and 03/12115, signed and seated by Waiter A. Tillit, Jr., RE,
<br />3 SI LE IMF!ACT RESISTANICg:
<br />Large missile linpact un d'ersectton 1626 of the Florida BuildingCode'
<br />, as per
<br />TAS 201 Protocol.
<br />4. WIND LOADS RESISTANCE:
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on sheeets 8, 10, 14 15
<br />16,19, 25 and 26 of 26 of Product Evaluation Document ` P.E.D. drawing No.
<br />2.
<br />D 176, Imam Anchor Max S Orin .shall be as Indicated
<br />C led on sheets 8 9-10 11
<br />p. t g ,
<br />141 718 192 2 n 2 f2 5 i 0 5 and 6 0 6 of ProductEvaluation e a atlon Document (P.E.D.)
<br />drawing No. 26-176,
<br />5. INSTALLATION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />sheets 3 thru 7 10 thrun 2 0, 23, 24 and 26 of 26, of Product Evaluation Document.
<br />(P.E.D.), drawing No. 2D-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8, 14, 16, 25 and 26 of 26, of Prod Lict Evaluation Document
<br />(RED.), drawing No, 20.176,
<br />AHNIIH1N)
<br />'le
<br />u' �vCENs�C` ✓,gs
<br />167 — E
<br />LLSTAE OF
<br />+ANr4M!{NI11uTM1�At
<br />AM ERA
<br />-8.3) M CASE THAT PRECAST S10NE, CR PRECAST CONCRETE PANELS. SWCO OR WOW BOARDS. BE FOUND O! THE
<br />-� 8lOW H
<br />0" FM 26 NADUSTING
<br />WALL, ANCHORS Shall SE LONG! ENOUGH M REACH THE MIN STRUCTURE BMW SUCH PANELS.
<br />I. STORM PANS. SNOWIH'KN TaS PRODUCT EVAi.UADW DOCUMENT (P.E.OJ TAS SEEN VMWM FOR COMPUWCE IN
<br />ANCHORAGE SHALL SE AS MENTIONED IN S.0 AND IN 8.2). -
<br />ACCORDANCE WITH THE 2020. (7th EDITION) OF THE FLORIDA BUILDING CODE.
<br />(C) 18 ExISfINO.Y/OKI1 (Agy SPEt9Ff[ GNi1fY 6 %ALjW.1
<br />DESIGN WINO I.OAYS SHALL BE OiIERMINFD AS PEAK' BECTONE 162E Of THE ABOVE MENDONED CODE.
<br />FOR A WND SPEED � R SY THE NI)) (ION WME1 THESE SHHRTERS W4.L BE INSTALLED AND
<br />AAIHIORS, A5 MANUFACTURED B1' I.T* BURDEX, INC.
<br />- #14-10 PAITMATE FEMALE ID AND PANELMATE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRIX110H PRODUCTS,
<br />FOR A D4hECTlOHHIJT,°FACTOR d+.086.lP.DIG ASCT 7-16 AW ShW,L NOT EXCiEb T!k^ MiAXiMUM (A,S;b:)
<br />DESWN :PRESSURE 1UITOROS INDICATED ON SHEETSS 7 TVW 12, 14, 15, 16, 19 & 20,
<br />- 7f^ # 4 X LRG SCREWS PER N.D.S.
<br />- 7/18'Ve WOOD BUSHING, AS DISTRIBUTED BY ALL P0141 SCREW, BOLT & SPECIN.TY to,
<br />IN ORDER TO VERIFY TENS ABOVE CONDITION, ULTIMATE DESIGN WIND D LOADS DETERMINED PER ASCE 7-18
<br />SHALL BE FIRST REDUCED TO A S.O. DESIGN WAND LOADS BY MULTIPLYING THEM BY CA N ORDER TO
<br />CA) MINIMUM M PENETRATION INTO WOW OF TAPCON ANCHORS SHALL BE 1 1/2' AND 2• FOR ELCO PANELMATE PLUS
<br />COMPARE THESE WY MAIL (A.S.01 DESIGN PRESSURE RATIOS INDICATED ON SHEETS 7 'Oft 12. 14, 15. 16, 19 & 20..
<br />AND PANEL ALE FEMME 10,
<br />IN ORDER TO VERIFY THAT ANCHORS ON T,9S P.E.Q AS TESTED WERE NOT OVER STRESSED, A 331t INCREASE IN
<br />C2) MINIMUM MOMPEETRAATON OF tAG SCREW. NIO THE WOOD FRAME UNIT SHALL SE 1 1/2•. NO THREADED
<br />PEAIiMIXIN INTO STUCCO SHALL BE CONSIDERED AS PART OF THE ACQUIRED THREADED PENETRATION.
<br />STRESS FOR WND LOADS WAS NM USED IN THEIR ".M. FASTENERS SPACING TO WOW HAS BEEN DETERAOU N
<br />ACCORDANCE WITH N.D.S. 2018,
<br />C.3) MINIMUM EDGE DISTANCE OF LAG SCREWS. NTO WAND SHALL BE AS INDICATED IN THIS DRAWING
<br />STORM PANEL'S ADEOUACT FOR IMPACT AND WIND RESNSFANCE HAS BEEN VEXED IN ACCORDANCE WITH SECTION 1626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURMANE ENGINEERING & TESTING INC. REPORTS 98-569, 96-510 & 96-TW AND
<br />C.4) MIM" PENETRATION OF WOOD BUSHNO SHALL BE 5/6". 1/4' 9-20 SCREWS USED SHALL BE 1 1/2' LONG AWNUM
<br />B. NC. FENESTRATION TESTING LA, RETORTS. W32 & 02126 . AS PROTOCOLS TAS-201.. TAS-202 AND TAS-203.
<br />SHOULD STUCCO EXIST, AND 1` MINIMUM FOR WALLS WON NO STUCCO.
<br />AS WELL AS AM90CAN TEST !M OF SOUTH FLORIDA REPORT l0219.01-09, AS PER TAS 2D1. TAS 202 AND
<br />TAS 2O3 SIANDNRbS
<br />STOW, OR PRECAST CONCRETE PANELS �RUCNREUCGO �>
<br />WOW �PANEiS>BE ON THE COSTING
<br />Ob)WALL
<br />2. ALL ALUAOIUM EXTRUSIDNs TO BE 8%3-TO ALLOT. AND TEWM (UNLESS OTHERWISE NOTED), SEE SHEET 2
<br />SHALL 1 OW ENOUGH MACH THE WON SiRECAST
<br />ANC80FS iN D SUCH ��
<br />ANCHORAGE SHALL BE AS M16NTIONED It PA). C.2) & C,4)
<br />3. A.L. ALUMNUM SHEET METAL USED AT CLOSURES SHALL HA4E 9105--1,114 ALLOY.
<br />(0) ANCHORS SHAUt BE INSTALLED FOLLOWING ALL OF TOE REOOMNENDAMONS AND SP%IFNCATIONS OF THE ANNOHOWS MANUFACTURER.
<br />4. ALL SM SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY MEL ASTM A-&53 GRADE 50 WNMUM, C-60
<br />GALVANIZED STEEL DESIGNATION w/FY_ SBs W (Ai1ER ROLLED),THROUGH
<br />8. PANELS MAY ALSO BE NSfA,lE6 HORIZONTALLY FOLLOWING INSTALLATION TANS SHOWN ON SECTION 3 THROUGH 10 (SHEETS 4
<br />6) EXCEPT THAT WIDE" Q) & Q SKILL NOT BE USED.
<br />5. ALL SCREWS TO BE 51ANtF55 STEEL 304 OR 3t8 AM S3ii5 OR CORROSION RESISTANT COATED CARBON STEED, AS .PER
<br />DIN50018 WA SO YfftO STRENGTH AND 90 kW 70MU STREWTH A SHALL COMPLY W/ FLORIDA BUILDING CODE.
<br />9. G SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOINDNESS OF THE STRUCTURE VAW SHUTTER 6 TO BE
<br />SECTION 241 .aT,*. .
<br />ATTACHEDTO N`.AX� PROPER ANCHORAGE THIS SHUTTER SNyl ONLY BE ATTACHED t0 CONCRETE, BLOCK. OR NK300 FRAME
<br />TTAC 165.
<br />BUILDINGS,
<br />6. BOLTS TO BE ASTM A-307 GALVANIZED STEEL .OR A.0 304 SERIES STAINLESS STEEL, WITH 38 kW 1YOWIM YIELD
<br />STRENGTH.
<br />10, EACH REGULAR STORM PANEL WnH LENGTHS OVER W-8 THROUGH Ue-4. AS PER swnoNs 6, a. 9 & to AND ALTERNATIVES BW,
<br />7 ANCHORS TO WALL BALL BE AS FOLLOWS;.
<br />9W & 10W ON SHEETS 3. 6 A 12 RESPECTIVELY SHALL HAVE A LEGIBLE AND REAMY VISIBLE MASKING INSTRUCTING OWNER OR
<br />TERANT TO SECURE PANELS WITH APPLICABLE REINFORCEMENT DURNO PERODS OF NWRRICAHE WARNING.
<br />(A)
<br />tt. THE INSTALLATION CONTRACTOR IS TO .SEAL/CAULK ALL SHUTIER COMPONENT SCES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />1/4.4 TAPC4OR ANCHORS AS MANUFACTURED BY N.T.W. allM . INC. (MA0, L'a=3192 p.a.iJ
<br />T14E S1ILDNh EVEN TO PREVENT WNO/RAN 9NTRU'EDN.
<br />- t/4' P A 7/r CALK -IN ANCHORS, AS WOUPAIVR D BY DERAV M. (MN: rc3000 P.RL.)
<br />- 1/4-e % 3/4' SOUO-SET ANCHORS. AS DISTRIBUTED BY ALL POINT Sp'BW. BOLT & SPECIALTY CO.
<br />12. STORM PANE. INSTALLATION SHILL. COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY :&RIDING AM MNNNG REGULATIONS
<br />(Wn, rc)400 Pal)
<br />PROVIDED 13Y THE JURM4OICTON WHERE PERMIT IS APPLrtD TO.
<br />- f14-10 PANELUXTE FEMALE W A PANELMATE PLUS ANCHORS. AS MANUFM.TUR€D BY ELCO CONSTRUCTION PRODUCTS.
<br />(MN. Yc-= P.L)
<br />13. (a) THIS PRODUCT EVADATON DOCUMENT (PZD: ) PREPARED BY THIS ENGINEER N GENERIC AND DOES NOT PRDWX INFORMATION
<br />- 1/4.0 CF TAP -GRIP ANCHIM. AS MANUFACTURED BY TRU-FAST CORPORATION (1,a-3800 P.-L)
<br />FOR A SITE SPECIFIC PROJECT: Le. WHERE THE SITE CONDITIONS DEVMTE MGM THE P.E.O.
<br />A.1) MNIMIJM EMBEDMENT OF TAPCON ANCHORS INTO PpU U CONCRETE SHALL BE 1 3/4-; 2- FOR PANEUVAiE FEMALE
<br />(b) CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTON. PURCHASE NO NSTALL471014 INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS PROVIDED NE/SHE OM NOT DEVIATE FROM THE CONDITIONS OETARID ON IHB DDCUMRNT.
<br />v AND PANEMALit PLUS AND 1 1/4- Fan Cr TAP -GRIP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILTY.
<br />A2) CALK-N & SQUID -SET ANCHORS SW41 BE E}ASBOOED 7/8- NTO THE POURED CONCRETE. NO EMBEDMENT INTO
<br />(c) THIS PRODUCT EVALUATION DOCUMEW WALL BE CONSIDERED INVALID IF MODF D.
<br />STUCCO SHALL. BE PERMITTED. 1/0 0-20 SCREWS USED BALL BE 1 1/2' LONG MNQUM SHOULD STUB EXIST,
<br />NO I• MINMUM MR WALLS' CORN NO STUCCO, AND MAY BE HEADED SCREWS OR ALL THRMAOFD SCREWS W/O HEAD.
<br />(d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGI REB ENGNM OR ARDMCT WHICH WILL . BECOME THE
<br />an WTN WINO NUNS,
<br />ENp9REER OF RECORD (E,O.R.d FOR THE PR4jECT' pND W4i0 WELL SE RESPONSIBLE FOR THE
<br />PROPER USE OF THE F.E.D. GTO OF
<br />A3) N CASE THAT PRECAST STONE, PRECAST CONCRETE PANES, PAVERS. STUCCO OR WOW BOARDS BE FOUND ON THE
<br />RECORD. STNG AS I DELEGATED EFOR RI E THE
<br />T
<br />P.E.D, EHGMVL'ER, SHALL SUBMIT ro THIS NATTER THE SITE SAS A D L EGATED FOR REVIEW.
<br />EXISTING WALL OR FLOOR ANCHORS SHALL BE LONG ENO" TO REACH THE MAN STRUCTURE BEHIND SUCH
<br />PMNV.S PIC1ORWA SHALL BE AS MENTIONED IN Ai) AND IN A2).
<br />(e) THIS P.U. STALL BEAR THE DATE AND ORIGINAL SEA. AND SINATIM OF THE PROFESSIONAL
<br />ENGINEER OF rum THAT PREPARED IT.
<br />(8) 701% 1A„OJII-ANCHORS AS 11M4OIUFAC7LRE0 $Y 1. T. W. SUIDEX, INC.
<br />14. SHUTTER MANUFACTURER'S LABEL SHALL SE LOCATED ON A READILY VISIBLE LOCATION AT STORM
<br />PANEL SETTER ACCORDANCE WITH SECTIO4 17 CODE. OF LABEL
<br />OF FLORIDAWITHSECTION
<br />- 1/4- P N 7f8` CALK-N ANCHORS, AS MARIFACTURED BY DEWALT M (CON, r-15OD P.J-)
<br />D EVERY O TO C
<br />SHALL SE WALED FOR EVENT CPENINC. IABEiNNG. TO COMPLY WITH SECTION T708•;9.2 OF THE
<br />1
<br />- 1/00 K 3/4" SOLD -SET ANCHORS, AS DISTRIBUTED BY ALL PDOT SCREW. TKK,T & SPECALTY CO.
<br />FLORIDA BUILtiIE6CODE.
<br />(MIN. r-1800 P.61)
<br />- /T4-10 PANELMATE FEMME ID AND PANG ATE: PLUS ANCHORS, AS MANUFACTURED BY ELAN CONSTRUCTION Mt11lIHIMR/
<br />PRODUCTS et-2D71'
<br />THS DRAWING SHALL ONLY BE USED TO
<br />OBTAN. PERMITS IN THE STATE OF FLORIDA I
<br />(MN. P.9J,) +MN
<br />- 1/4" 4 OF TAP -GRIP ANCHORS, AS MANUFACTURED 13Y TRU-FAST CORFORATWN 01WIA A
<br />.
<br />.., -
<br />0.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS; ELOO PANEUMTES AND OF TAP -GRIP ANCHOR. INTO tiff '�•
<br />- '" FLORIDA BUILDING CAGE ,(HI h ve)ocI Hurmd a
<br />VC
<br />BLOCK UNIT SHALL BE 1 1/4•.
<br />• N0.4
<br />y s
<br />167
<br />',
<br />P'm2910.1EW. MG
<br />20 GAGE GALYAN2ED STEEL SrtNDI PANEL ,
<br />82) CAUK-IN & SOUD-SEr ANp10Rs'H L BE EF ED 7/8. 1NTo Tiff CONCRETE BLOCK UNIT. N0
<br />C
<br />SMALL BE
<br />INTO SAND WALLS 1/4' A-Z9 SCREWS USED SHALL SE f 1/Y GONG MINMUM S!W
<br />-LDHAL PROTECnON PRODUC.fS, U.C- 4
<br />I FOR
<br />t7K5r, AND. 1' MIIALNMI FOR WN.1.S WITH NO SNCCO. 1 �T_ CTA
<br />+`r'•'�'�1
<br />i{L:
<br />INTO EXISTING
<br />INSTALLATION
<br />QUAILS,
<br />POURED
<br />FOR REGULAR PANELS
<br />OONCRETE OR CONCRETE
<br />CD dE id
<br />BLOCK. STRUCTURES
<br />ism BMW" ON
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<br />I STDAB LATION ANY WAY TO GUIs ANY
<br />?',
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<br />FLORIDA BUILDING CODE (NiOh Velocity NU
<br />he Zone
<br />CONCRETE I
<br />NxI cNx,E ANCi0R6
<br />* =
<br />Sao IXXD% AG 20 GAGE GALVANIZED STEEL STORY PANEL
<br />tlwR
<br />SCHEDLILE ON
<br />affm a nemam"" w
<br />:, ATE 't'
<br />0Ri0 ,•
<br />�r /► y�GLOBAL PROTECTION ' U.C.
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<br />NI. X: S F �tJ2!"', N ,"N° R fHN Pk% c004 TIN�5, `4 T
<br />20-176
<br />SCAIE ,"
<br />N
<br />,row.14 1 mtacA-afgeaV 1eam -'Rtt
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<br />tW4TTR A JN„ P.E. A •. "'.. •WWxI 4 9F 26
<br />PR01ICT YVAi TrATION,REPOR'J' No.'20,0720 oY :3
<br />B, MATERIAL CHARACTERiSTICS_ATIONS•
<br />Shalt strictly iaccordance_ G n , '
<br />be n with) a General Notes and Components Indicated on
<br />sheet 1, 2 and 22 of 26 of Product Evaluation Document P.E.D, drawing 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. 20-170,
<br />7 LIMITATIONS AND CONDITIONS OF U$E-
<br />7.1. Shall be stdotty in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26;1 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. 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. Productshall only be. installed Into poured concrete,: concrete block, and
<br />wood frame structures.
<br />P Evaluation
<br />Product Ev ua ion Report prepared b y Wafter A. Tillit, Jr., P.E. "(Florida License
<br />P P
<br />No. 44 16 President of 71t Inc.(Florida -D 7 4 tern o F on CA 006 19 .
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<br />DA TILTECOADMgN RECORDS I F. E. BHPORT.20 t G LOBAL PROTECTION PRODUCTS, LLC T:26 GAGE
<br />C ALVAN ZED STEEL STORM PANELS DRY4G ii 2O.178\ REPORT # Z-OUI:OS
<br />2FOW
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<br />pma EAm L
<br />w/ Hlarum EDGE }
<br />250''� )'
<br />ROUNDED CORNER iM ENDS OF PANELS
<br />END UP W/ HEMMED EDGE.
<br />(Mrs)
<br />Q rX7"X I X
<br />ALUMINUM ANGLE
<br />W "h" HfIM 'U" HEADER
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<br />.Sail'
<br />KEY HtXi WNtLSHI�
<br />0:036` (MFA1-)
<br />GALVANIZED STEEL
<br />NICKEL
<br />.1 .1876- WING NUT
<br />ALMATMRLNUT WIOUr
<br />M(N OUW WOO W/ ADDITIONAL
<br />• *11 ro 3/32. 1AAWiFR (6LMINH£i5
<br />S,ffi OR MMxHEH PLATT3} i7&FY),
<br />COME RETE AN OM
<br />THROW"SHEETS a °" a)
<br />CONW= ANCHORS
<br />( a1MKAU0o"H 9)
<br />SORE 3.'.L•
<br />,k NEW I' WIDE s VABES x 1/6'
<br />THICK ALUM. TUBE OR 1" x�
<br />P.T. WOW PLATE SPACER
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<br />CORORM At Rs
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<br />7NG s ENGINEERING COMP
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PROD CT NAME: 24 GAGE GALVANIZED STEEL STO M.. PANEL
<br />MANUFACTURER., Global protection Products. -LLC
<br />4800 S.W. S1 Street
<br />Davis. Florida 33314
<br />.PURPOSE _ '�_ C?��LUATION:
<br />This is'a Product EvaIuation Report byalter A, Tillit, Jr., P.E. (System
<br />ID 4 1906) to the Slobal Protection Pioducts,'LLC, Rule Chapter No.
<br />61G20-3, Method 10 of the Florida Department of B'usinesis and
<br />Professional Regulation.
<br />Thisissued Evaluation e roduct is being sued an Ev uatl n Report a dascri ed i and s
<br />R. ng a s b herein, a has
<br />P
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida k
<br />uil Ing Code, and to verify
<br />Y that the product Is for the purpose intend
<br />ed
<br />atieastequivatent 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. EMIDENCE SUBMITTED:
<br />sheets 1 thru 18 of 18 prepared by Tilteca, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.;.dated 0712712020, This drawing Is an inteR�� d+ti>�N a6+jJ�1+�s
<br />Evaluation Report. `xC� .,, ...•/r'�%
<br />67 '
<br />6355 XW. 36th %eet, Suite 305, MamL Florida 331,66 -Phone: (305)
<br />(A E STOIt l PANEL
<br />.128' 7,�„�,fNY-20. t04:e-xp. --,1123•
<br />3o4..O.0
<br />iI+ETFD SS. SfW --1 .780'
<br />{ I--
<br />- TOAtk1E
<br />1 a 70 ANfR.E s
<br />111 14 tfY. 1z ifz•S1.C.
<br />2.000 1.500• { tJIXI•
<br />Lwrft ! 939" 939' 1k7A L Y
<br />_ ....t
<br />,125- @I.
<br />�._.®r-B• Mae,.
<br />Q Moir 44 ANGLE WITH STUD ANGrJ,�' WITH
<br />REVERSE STUD
<br />_lip TOP Wa D98• .374' ,086` —
<br />`0F PNiFi. ( SIRIVETED •i III* .fi2V 1 4 76 a
<br />.375' i .270-,858" .840" ANOME • 12 1/2. O.C.
<br />7_.!3'1K343" R
<br />l , �1.1.oTs` 1.
<br />TRACK ANGLE 3 A" *r TRACK Q FIAT PLATED
<br />..uM1MNHMw.. W1TIi STUD
<br />1MSE A.l'!^V7" r.Agre r'r
<br />SCME♦J Nw1FxHaT
<br />CASE B [PLAN)
<br />1H' SCALE 3/16—h
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<br />E.D. EDfTE D6rAFK,'E
<br />(SEE SCHEOi)LE ON ° r C%°P� �$p1iE� CU i�iii(P iNi
<br />SHEETS 8 & 9) SGYE 3/18•-1'
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<br />Or1 ;, r EVAIXATTO RUM NO 2Q D7ZT 02
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<br />2.2. TEST REPORTS:
<br />Large missile Impactload`tests were performed under SSTD 12-90 standard as
<br />r section1609A.2 o the F r Building f to ItlaCode:, Uniform static loads as per
<br />per
<br />Sec on 1709.8.3N per ASTM E-350. Test reports prepared by Am rican Testing
<br />Lab of South Florida R -0 t e ort#0814,01 ldaed03/11/02witnssedb William
<br />p e v
<br />R. M1 caner P.E. Boriz Maraz P andHenry
<br />,E. H attem P,E: and Report No,
<br />0219.01-09, dated February 26, 2009, signed and seated by Edrnundn
<br />Largaespada, P.E. and HenryHattem, P.E. Largemissileimpact and cyclic
<br />loadingsr Protocols pe TAS 201 & 203 as per section 1609.1.2 of the Florida
<br />Building Code, Test Report prepared by American Tasting 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. 9CM-198 by QC Metallurgical, Inc., dated March 13, 2009„
<br />s ed.;and l P I n sealed b 'Frank Crate as per ASTM E-8 g y E, p M and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCIMEAL ENGINEERING CALCULATIONS'
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind toad, as well as maximum anchor spacing vs. design wind load and: panel
<br />length based _an rationei and cam_p
<br />a_r tiva anal sis and.i. n accordance rdance with
<br />section IA 4 of Florida Building Cade, Calculations prepared b TiIt eo:-
<br />Inc., dated 12/18110 and 08127113 (for this revision signed and sealed by -Walter
<br />( ), 9 s
<br />A. Tfllit, Jr., P.E.
<br />3, MISSILE IMPACT RESISTANCE:
<br />Large missile impact under section 1$09.1,2 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 1a 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 1E
<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 />LNµuMNH7ry
<br />rCEi�y
<br />- 67
<br />T sy �4T STAT —T F ��
<br />�+rrgN alAiital'��+
<br />PADDIES("T'u`.yA],U&IJION R PORT Ro. 20.0727.02 3.
<br />5.iN TALI TA 10N:
<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.), drawingNo. 20.175. Minimum separation to lass shall be as indicated p g h rated an
<br />sheets 3, 6, 13; 14, 16, 16 and 18 of 18., of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />6._MATERIAL CHARACTERISTICS AND SPECIFICATIONS
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet n 2 E and of 18,;af Product valuation Document (P.E.D.), drawing No,
<br />20.175.
<br />Anchd r Specifications shaiI be as indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.ED.), 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. 2U-175
<br />re aced b TlltecoInc.nd signed and seated b W prepared WalterA. Tllllt Jr., P.E.
<br />Y _y >
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as 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 structures.
<br />Product Evaluation Report prepared by Wafter -A. Tillit, Jr., P.E. (Florida License
<br />441167),P i Na resdentofTilteco, Inc.nc (FlordaCA-QQ06719).
<br />1/4, 2/4, 3/4, 4/4. s/s, 7/5,
<br />1W/10, 2W/10, 3W/10, 4W/10, s/s
<br />5w/10, SW/11 do 7W/11
<br />3- MAX .ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEETS 8.A 9 r MAX
<br />1' MN. FOR WOOD SEE SECTIONS ON SHEETS 10 & 11 1 MIN
<br />-T__ _I__T_-^
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<br />UNBOLTED PANELSBOLTED PANELS W/ 1/40-200'-
<br />/ /Ir' X 3/32"
<br />(SEE SECTWtNs As ! ,>�5• M.S. �T W 7 y+.
<br />APPLICABLE) (SEE SEC O EaA' APPLICABLE)
<br />)
<br />it (SEE SECTIONS -. _1j
<br />,- MIN.1/4, 2t4, 3/4, aia, slS, 7/5, --,,
<br />1W/10, 2W/10, 3wj10, 4w/10, s/s j
<br />5W/10, 6W/11 8N 7W/11
<br />ANCHORS:. FOR CONCRETE SEE 504EDULE ON SHEETS a A 9
<br />"-' FOR WOWSEESECTONS ON SHEETS 10 & 11 -.
<br />REGULAR STORM PEES & Q ELEVATION
<br />N.T.S.
<br />2.67' 1/4' Mar. GAP
<br />(4WH OVIRAP -1 WHOSE WZlfY)
<br />a
<br />MAX. GAF 3,.' '���'•� ...-%�
<br />M 1 p•' 'P EN FLORIDA BUILDING CGpE (High Velooffty IN tone Zone)
<br />441fT exm9 "3= W_ 20 GAGE GALVAMM STEEL STORM PANEL DOWN m
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<br />Nt1h F4R TioN oC SEE^nUNS:
<br />E.D. - EDGE DISTANCE
<br />(SEE SCHEDULE ON TOP & BOTTOM MOUNTINGS CAN BE
<br />SHEET 0) COMBINED IN ANY WAY TO SUIT ANY
<br />INSYALLAnON.
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<br />ANCHORS, FORN' . CONCRETE SEE ON. SHEET
<br />fee. WAND SEE SECTIONS ON SHEET 12
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<br />ANCHORS: FOR CONCRETE SEE SCHEDULE ON SHEET B
<br />FOR WOOD SE SECTIONS ON SHEET 12
<br />REGULAR UM Eft, n k ELEVATION
<br />SCALE 3/32'a4—
<br />1/4- MAX. GAP
<br />2.97"
<br />(MN CMDAAP _1 WHOLE WANLY)
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