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<br />TILLIT TESTING A ENGINEERING COMPANY
<br />WATTRR A. T7 -- LILT, ni.: P.E.
<br />fl C A L.icnnPNNI, NO0r19
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0720.01
<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: Global Protection Products LLC.
<br />4800 S.W. 61 Street
<br />Davie, Florida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tillit, Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61 G20-3, Method 1 D of the Florldo Department of Business and
<br />Professional Regulation.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at least equivalent to that required by the Code.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Building Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.),
<br />Drawing No. 20-176, tltlad "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2812020. This drawing is an integral part 4#� 1s
<br />Evaluation Report, ``,s'knA)A rt F�/T`��
<br />.`` ��E.......,11/ I
<br />,°
<br />-- Na.44iti7 s
<br />I : mil* * 71r
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-1530 -
<br />PRODUCT EVALUAIEON REPORT A10. 20.0728.01 2
<br />2.2. TIES REPORTS:
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />201. 203 as per section 1626 of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 96-569 dated 08/09/1996, #96-570 dated 09118/1996,
<br />#96-T30 dated 09/20/1996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, inc. reports # 2032 dated 0411811998 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 sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM 197 by OC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.-3TRUCTURAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />dated 11/03/08 and 03/12115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPACT RESISTANCE;
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />1 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 />16, 19, 25 and 26 of 25 of Product Evaluation Document (P.E.D.), drawing No.
<br />20.176. 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, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
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<br />GENERAL NOM: B 3) N USE THAT PRECAST STDW, CA PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE
<br />11111!- ME on EXISTING WALL. ANCHORS SHALL. BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.
<br />I STORM PANEL SHOW ON TANS PRODUCT EVALUATION DOCUMENT (RED) H,L. BEEN VERIFED FOR COMPLIANCE ,N ANCHORAGE SMALL BE AS MENTIONED IN 8.1) AND IN 62) .
<br />M
<br />ACCORDANCE W,THE 2020 (TIN EDITION) OF THE FLORIDA SURDING CODE (C) TQ .f rcnNr1W_ LNT.L.SELM a.AAD: ' _ OSSMiy`Lj
<br />DESIGN MIND LOADS SHALL BE OETERMIMEO AS PER SECTION 1620 0E THE ABCNE MENTIONED CODE. - 1/4.0 TAPCON ANCHORS. AS MANUFACTURED BY ITW BUILDEI. INC
<br />FOR A WAND SPEED AS REOURED BY THE JURISDICTION WHERE THESE SHUTTERS WAI BE INSTALLED ANO - 014-10 PAYELMATE FEMALE 0) ANO ANO PANMATE PLUS ANCHORS ED . AS MANUFACTURBr EI.CG CONSTRUCTION PRODUCTS
<br />FOR A DRRECTONNIn FACTOR Kd-0.85 USING ASCE 7-16 µ0 SHALL NOT EXCEED THE MAOMIAI (As D ) - 114'0 LAG SCREWS PER N D.S.
<br />DESNiN PRESSURE RATINGS OVOXAJED ON SHEETS 7 TLRIU 12. IA, 15, 15, T9 A 20. 7/16'0. 5/8' WUOD BUSHING. AS QWRIBVTED BY AU POINT SC..EW'. BOLT A SPECIAL'", CO
<br />N ORDER TO VERIFY INCCONDITION. ULTIMATE WIND MIN P 7-
<br />ROE KRI E ABOVE C ND ION. UL E D LOADS DETER ED ER ASCE 16 C 1) MINIMUM THREADED PENETRATION INTO WOOD OF TAPCON ANCHORS SMALL BE 1 1/2' AMC 2' FOR ELCO PAlELMATE PLUS
<br />S By THEM IVY 0 6 T ORDER iU AND PANELUALF FEMALE O
<br />SHALL 9E HEST REDUCED TO A.$.D DESIGN WHO LOADS By INDICATED
<br />COMPARE THESE W/ MAX (LSD) DESIGN PRESSURE 4ATMIGS INpGTEC ON STEELS T TNRV 17, 14, 15, 16, 19 A 70
<br />C .) MINIMUM PENETRATION OF LAG SCREW, INTO THE WOOD FRAME UN(I SHALL BE - t/2- NO THREADED
<br />TMREADED
<br />IN CFNER TO VERIFY THAT ANCHORS ON TARS PED AS TESTED WERE NOT OVER STRESSED. A 13% ,NCREA IE Al ALLOWABLE
<br />STRESS FOR WAND LOADS WAS NDL USED M THEIR ANALYSIS FASTENERS SPACING IO W000 HAS BEEN DETERMINED M PENETRAION ONTO STUCCO SMAL- BE CONSIDERED AS PART OF THE REWIRED FIRMED PENETRATON
<br />ACCORDANCE MOT ND.S. 2018. C 3) MINIMUM EDGE DISTANCE Of LAG SCREWS. INTO W'OOO SMALL BE. AS INDICATED N T105 DRAWING
<br />STORM PANEL'S AOEOLAALY FOP. IMPACT AND MIND RESISTANCE HAS BEEN VERIFIED N ACCORDANCE WITH SECTION t526 OF
<br />C4) AIIMMIRA PENETRATION Cif WD00 BUSHING SHALL BE 5 MINIMUM
<br />8' I 4' .-20 SCREWS USED SNALU BE 1 t/2' LONG
<br />THE ABOVE MENIONED CODE AS PER HURRICANE ENGINEERING A TESTING ANC REPORTS 96-589, 96-570 A SS-T30 AND/ /
<br />TENT STRATRM TESTING LAB INC. REPORTS r2032 A /1126 . AS PROTOCOLS TAS -201. TAS-202 AND TAS-203 SHOULD STUCCO EXIST AND ,' MINIMUM FOR MINIS MM NO STUCCO
<br />AS WAT UOr LEST B SUVSOUTHc1.ORRMI REPOIRT 10219.01-09, AS PER TAS 241, TAS 207 AMID
<br />DW ONM CASE AT PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR WOOD BOARDS BE rrAND ON THE EIIISINX;
<br />TAS 2030., STANDARDS. WALL ANCHORS SMALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHOVE) SUCH PANELS
<br />2 ALL ALUMINUM EXTRUSIONS 10 BE 6063-T6 ALLOY AND FEWER. (UNLESS OTHERWISE NOTED) SEE SHEET 2 ANC14MAGE SMALL BE AS MENTIONED N C I) C.2) A C 4)
<br />T Al ALUMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-H14 ALLOY (o) ANCHORS SMALL BE INSTALLED FOLLOWING ALL Or THE RECOMMFHDATONS AI SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />A ALL STEEL SHEET METAL PANELS SHALL HAVE S'RUCTVRAL QUALITY STEEL ASTM A-853 GRADE SO MINIMUM. G-60
<br />8 PANELS MAY ALSO BE INSTALLED HORIZONTAL' FOLLOWING WSTNyAT,ON GOALS SOWN W SEC1'ON 3 THRGI IC SMEErs A
<br />CALVANIZED STEEL DESIGNATION III 58.5 RAC (AFTER ROLLED) L
<br />THROUGH 6) EXCEPT THAT HEADERS (Z O11 0) SAIL NOT BE USED
<br />9 SCREWS T STAINLESS 4 R 31 N SEAS R S MITT C `N -R
<br />ALL SCE TO 5S STEEL JD G 6 E E_ OR CORROSION RE 5T COATED CARBON STEEL A5 Pc
<br />O H'E/OT ' OF THE WHERE SHUTTER
<br />T THIN. SOUNDNESS LITTER _ OBE
<br />9 n TY t 1 SHALL SE THE RESPONSIBLE) OF THE C:THIS
<br />ION 50010 N SO u, YIELD STR NGM AMID 90 A TENSILE STRENGTH , COMPLY W i BUILDING
<br />/ E 9 TE lE STRENG k S HNi COM I.OAITA B tDKNG CODE
<br />BE A
<br />S TT CREME. BLOCK M
<br />SECTOR N+' 3.3 • ACER C ORAGE K 5 �W'TE S Al ONE DE ATTACHED O CONCRETE. BLOC OR W000 FRAME
<br />IAH NED TO INSURE PROP ANCHORAGE THIS H' R H Y T A K
<br />(AIXOV+GS
<br />a BOLTS TO BE ASIA A-SQ7 GALVANIZED STEEL. OR NSI 504 SERIES SIAINLLSS STEEL WITH 16 ", MINIMUM TTELII
<br />STRENGTH 10. EADH REGULAR STORM PANEL MDT LENGTHS OVER 6'-8 THROUGH 12-4'. AS PER SECTIONS 6. 8. 9 a TO AND ALTERNATIVES 8W,
<br />ANCHORS TO WALL SHALL BE A5 FOLLOWS 9W A IOW ON SHEETS 5. 6 a 12 RESPECTNELY. SHALL HAVE A LEGIBLE AND READILY IASTBU MARKING MSTRLCTING OWNER OR
<br />TENANT TO SECURE PANELS MM APPLICABLE REINFORCEMENT DURING PERIODS OF HURRICANE WARNING
<br />(A) g. DJ5rM.rQ0LD&QA1GRM 11 THE INSTITUTION CDNTRACTON IS TO SEAL,'CAULK AL SHUTTER COMPONENT EDGES WHICH REMAIN IN COHTINUCUAS ?:WTACI WITH
<br />I,'4•. TAPCON ANCHORS AS MATIUI.CT'JRED BT ITW SULDEX. INC (Mm ,'c-1192 P„) THE BUILDING TO PREVENT MND/RAN INTRUSION
<br />- H/4. 1 . 7/B' CALK-N ANCHORS, AS MMVFACTVRED BY DEWALT HNC (MIN r'F-3000 pA,.)
<br />- 1/,. , 7/4- SOUO-SR µUHORS. AS DISTRIBUTED BY ALL PUNT SCREW, 60LT M SPECIALTY CO 12 STORM PANEL INSTALLATION SHML COMPLY RITY4 SPECS MOG4TED N FIS DRAWING PLUS ANT BVILDING ANU :ON,NC REGULATIONS
<br />(MAn I._3000 pA �.) PROVIDED BY ME JURISDICTION WHERE PERMIT IS APPLIED TO
<br />- /14-10 PµEIIATC FENNi O a PANEL HATE PLVS A7KHOR$, AS MANUFACTURED, 0'F E1C0 EDFISLkVCT,IM PRODUCTS_ I (a) THIS PRODUCT EVALUAnDN DOCUMENT (P E D.) PREPARED BY ITNS ENGINEER IS GENERIC AND DOES NOT PROVIDE Wr0VOAIRTCN
<br />(MIN f'E-3350 TO A...) FOR A STE SPECIFIC PROJECT. - WHERE THE SITE CONDITIONS DEVIATE FROM THE PE:1
<br />- 1/4•. Cr TAP -GRIP ANCHORS. AS MANUFACTURED BY -RU-FAST CORPORATION (''c-3600 P.,I )
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE µ0 INSTNyATICN INCLUDING !IFE SAFETY OF THIS PRODUCT
<br />A I) MINIMUM EMBEDMENT OF LAFCOM ANCHORS INTO POURED CONCtFTE SMALL BE ' 3/4•. 2" FOR PMEl W7E FEMALE BATED ON MIS PE. D. PROVDED HE/SHE ODES NOT DEVIATE FROM ME CONDITIONS DUAL EP ON THIS DOCUMENT
<br />IN
<br />HD AND PEMBEDME PLUS µD 1 I/4' FOR TM -GRIP ANCHORS CONSTRUCTION SAFETY AT S PF IS THE CONTRACTORS S RESPoNS'Ba TTY
<br />A2) CNX-M a SOW -SET ANC14ORS SHALL A EMBEDDED 7/8' ONTO THE POURED CONCRETE NO EMBEDMENT INTO (C) FMtS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVAJD IF A1OD,nED
<br />STUCCO SMALL BE PERMITTED 1/4' 0-20 SCAM USED SMALL BE 1 1/2- LUNG MINIMUM SHOULD 57UCCO EXIST,
<br />AO I' MINIMUM FOR WALLS WITH NO STIJCL'U. AMID MAT RAT BE HEADED SCREWS OR AL1 THREADED SCREWS W/O HERO. (dJ SITE SPEOVIC PROJECTS SBE PREPARED By A FLORIDA REGISTERED ENGINEER OR ARCHrCCT WHUCH W'41 BECOME THE
<br />BUT WITH WING NLRS ENGINEER Or RECORD (E OR.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE
<br />PROPER USE OF IMF FIX ENGINEER OF RECORD. ACTING AS A DELEGATED ENGNEER TO TIE
<br />AN.' A 3! IN CASE TFORECAST STONE. PREiAAN SI CONCRETE PANELS. PAVERS. STUCCO OR WOW BOARDS BE FOUNDN 11C1 'E.D ENGINEER, SHWl SVBMT TO THUS LATTER 14E SITE SPECIFIC DRAWN:S FOR P%HEW
<br />DUSTING WALL OR FLOOR. ANCHORS SHALL 8E LONG ENOUGH TO PEACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SAL! BE AS MFJJ 1GNED IN A 1) AND OW A.2) (0) THIS P E.D. SHALL BEAR ME DATE AND ORIGRAL SEAL AM SIGNATURE OF IME PROFESSIONAL
<br />ENGINEER (K RECORD TI ' PREPARED IT
<br />(B) TO EKIStlK CONL'RFT1,&QQ(_W&L_A.ji;Z2Q 14 SM(fTTER MANUFAC7L•RER'S LABEL SHALL BE LCCArED ON A READII NSIBLE LOCATKNR STORM
<br />• - ,/.. TAPCON ANCHORS AS MANUFACTURED ID I T W INC
<br />BUILOEX, '
<br />PANEL SHUTTER IN ACCORDANCE WITH SECTION 17099.3 OF FIG BUILDING CODE OLABEL
<br />ONE
<br />- ,/4' • 17/9' (AU( -IN ANCHORS, AS MANUFACTURED W DEWALT INC. (CON iF-I500 PA I SMALL BE PLACED FOR EVERY OPENING. TO 17099.2 THE
<br />IABEUNC. COMPLT M1H SECTION OF
<br />- 1/4'. , 3/4' S000L SET µCHORS. AS DISTRIBUTED BY ALI FONt SCREW. Eck? 8 SPECIALTY 00 FLORIDA BUILDING CODE
<br />(MN H'F.1SOO 0.I) THIS DRAWING SHALL ONLY BE USED To
<br />- /14 •0 PANELMAFE FEMME HD µo CANELMATE PLUS ANCHORS. AS MANUFACTURED BY LLCO COMSIRUC?,ON
<br />oHTAN PERMITS M THE STATE OF FLORIDA
<br />1/
<br />N�
<br />PRODUCTS (ITN GRIP-2ANCNIORS1 AS MANUFAC LURED BY TRH/ -FAST CORPORATION
<br />- 1/.' 4 CF TM- 'N'/1/11.
<br />A j(,A"i.
<br />sAP�tER ••••• %
<br />B TI MINIMUM EMBEDMENT O III ANCHORS. ELCO PANELAATES MD Cf TAP -GRIP ANCHOR. INTO IHF C FLORIDA BUILDING CODE (HI h Velocity NMrricane Zone
<br />BLOCK JNr SMALL BE 1 1/.' _ Tl a3QID m7ca .K "
<br />• • 20 GAGE GALVANIZED STEEL STORM PANEL
<br />PILAW v
<br />N0. 4 167 z
<br />8.2) CALK -IN a SOLID -SET ANCHORS SHAL BE EMBEDDED 7/6• INTO THE CONCRETE BLOCK LINr NO EMBL'RILAfT L
<br />INTO STUCCO SIMLL BE PSWMIFTLD '/A' I-20 SCREWS USED SHALL BE 1 112_ LONG MWNUM SIOUts UCCO '71�i'+---s"•-- � \'T GLOBAL PROTECTION PRODUCTS, LLC, "/MVP`
<br />aW:
<br />EXIST, AND ,' MINIMUM FOR WALLS WITH NO STUCCO- %. o* STA -- IL ECOINc I
<br />y9 .• OF - map 5 W e'. Brea+
<br />" L: TES INGKa ENR.IQRM9 FAMPAMY ],ME. Fi 1Lf I.
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<br />NOTE f1)�EX)II�6NAFaN1 OF SEy^TIOLS:
<br />c.M
<br />I
<br />,�S'D a
<br />••
<br />MIIH4N
<br />1AMEP A. O F,r
<br />TOP $BOTTOM MOUNTINGS CAN BE
<br />COMBINED IN ANY WAY TO SUIT ANY
<br />I
<br />1
<br />.....,.. .i/l
<br />/.••'• -
<br />INSTALLATION
<br />�Q`'�
<br />p
<br />G �\ 'D -3/A•_
<br />t - -
<br />7 s
<br />FLORIDA BUILDING CODE (Nigh V01"ity Hurricane
<br />e202. TILEM, INC.
<br />Zone
<br />REaJIRIED. - '
<br />E D
<br />colmER
<br />ANCMHoas
<br />*;'
<br />* -
<br />=
<br />ZO GAGE GALVANIZED STEEL STORM PANEL,
<br />11.
<br />WE SCHEDULE ON \
<br />9HQTS a THROUGH 9)
<br />' *1
<br />S,-o•..Q :: a, _`'-
<br />PFfl101
<br />11i,
<br />GLOBAL PROTECTION PRODUCTS. Ul
<br />IL E C O 1Ne.
<br />IT��
<br />BARE
<br />CEILING &=
<br />%xAs.����.�f��
<br />.eoe SY. 51 s a¢,
<br />PNGE:("M)WWTao
<br />zo-t76
<br />3/9-+'
<br />•ryALE xy�?!i_:'
<br />N'�IA'iwJR9-e»i
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<br />a :: Well m-,uISCALE
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<br />G-0006".
<br />WML.EW A 'UP Pt -
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<br />.4 7
<br />EIATEON REPORT NO. 20•87;= 3
<br />5. MATERIAL CHARACTERISTICS AND-ECIFICATiONS:
<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 />No.20-176. Anchor specifications shall be as indicated on sheets 1, 7 and 21 of
<br />26, of Product Evaluation Document (FlI drawing No. 20-176.
<br />7. LAMITATIONS AND CONDITIONS OF USE:
<br />7.1. Shell 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 the, 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 Tliteco, Inc. and signed and sealed by Walter A. TilR, Jr., P.E.
<br />T2. 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).
<br />111L,µ%In"11RI)AAr4
<br />,.W-`\jCEN,,F T�'?' 14,
<br />- s ' 44167
<br />_ -'r+ -- * 'Etc
<br />7;"���'2k•a''-,54
<br />. STATE OF ..,
<br />WAPLL
<br />Dil TILTECO ADMON RECORDS i P. E. REPORT.20 ( GLOBAL PROTECTION PRCOUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEL\ DRVVCI AL MI?B X REPORT W 2Dd728.01
<br />1 L ECO Iwc_
<br />iEWi&- J-Il Ti34i":11:144-110[,X-iISI7:L'11
<br />WALTERA. TILI.IT, TR, P.E. tilte.co@aol.com
<br />PRODUCT EVALUATION REPORT M.Pr I.K.NMRN4 44167
<br />tLI:.A. U-se N0. 5O06719
<br />REPORT NO•: 20-0727.02
<br />DATE: July 27, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUB -CATEGORY: Stone Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection Products, LLC
<br />48DO 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 # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, 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 2Q20 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 Cade.
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />a Bulding Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1 PRODUCT EVALUATION DOCUMENT (EsE DI};
<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 0712712020. This drawing is an inte���aJ1111�1��AjJ�T�ls
<br />Evaluation Report. ,,,',� E ........, 41, !- ,*
<br />r x•;y\CENs,•`...
<br />.00��,s-.'`(0Ri0,.-.0, r
<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phone: (305) 871-i"Q1 1tA(3� ii -1531
<br />COMPONENTS FOR REGULAR & LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-I-)
<br />- _ . 15. 196- (TOTAL WIDTH) - -- - - -. - - _ 15.196• (TOTAL WIDTH) - -
<br />- -- _ _. 12.500• (EFFECTIVE WDTH) _. _. -
<br />' - .- 6 1/.' .- _ - - -. _ 6.250'- - --__ -- - - -
<br />--1 3,50' --1.370'- - 1.350' - `.500' S. SW'
<br />- .
<br />. I r'A > I --.t 350'- O.Ob' IAA TACK--1.]50 -,
<br />�,I�, _ _ _ _ - _ _ _ GALVANIZED STEEL j\
<br />/, 2657• 00]6• WN 7Wf9t HE;El :- .- 7, {�`S,�I GPAOE 90 N[IAy[p (17J-V
<br />/ I ' - '/ "-7 7,057• G-60 GAY. -
<br />W.vAN2FD STEEL EDGE 1 EDGE
<br />. �,T 'i. '
<br />��AA,n, {/JJ/��Jsr
<br />2000' •. ASTHI A-dw 2.000• .2 T1'p. T
<br />•
<br />-T YETI / ` ' HFAIMED DETAE
<br />IKtAE A_
<br />GARDE SO McA1VM - `,
<br />i � EDGE G-60 GNV EDGE
<br />` 1 `
<br />�_
<br />48.8 L.OLFAM1A 16.6'
<br />A._-
<br />L _I�TIMI
<br />_ .
<br />.------ - - - -_ _
<br />(D STORM PANEL (g END STORM PANEL
<br />2.167' --
<br />W
<br />_ .. __..-
<br />� N 950I - 2.187•
<br />AMAKLS OIO LIP 11 ' f -- � ,OD. ,e a 1 125' _ .7�, _ 1/4-0-20. 1/4-0-20. .�2s•
<br />1 L_71�s
<br />W/ WAGOD EDGE Y1 , 1 . R ,.250• 1 - - 4.125• m- saws SILO RHEIFD SAS. � 7Ep - .750'-.
<br />� �. , F , _J 10 ANGLE • 10 AIIGLE
<br />ioo'T
<br />[�:�.e70-
<br />093' 1.500' 1 I.SOC'
<br />i/ ` -.� ).375• I.093" .093' 2.125. 7000. 1
<br />�' i� -1 .I SU 9 • 9 "
<br />- L_ 39 39
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<br />G] I J,� 1 I ` - 5• M. - - .1,500• - ,.5o0"---'I
<br />it
<br />ISOMETRIC YIEW DETAIL A / . _2 Goo-�6 _3'<
<br />•-- 2.000'
<br />ROUNDED CORNER O ENDS OF PANEL'S
<br />END UP W/ HEMMED EDGE. O WhW HEADER O UM HEADER 0 ANGLE WITH STUD ANGLE WITH
<br />(AT s) �
<br />REVERSE STUD
<br />T Oibm
<br />CET.
<br />SEE
<br />, i.380' DF PTNEL EOC[ 166 � � OB6' _- .OBO' -750' -
<br />I - I 1 _,68� � I , , t?5• 1/4Y-20, 304 SERFS
<br />I C -- I I 1 E I --
<br />1-407'1.063' 625' 375" 4w • /.270 65V y 6.D• I 'S4 mo 2 1/2' TD
<br />-8,--,\) 1- .HOLE H? //?• oD
<br />�� (��J j► ! r-yr i 1i!
<br />_I.-'� _ Ste•1167,' 1t06]' / , N]' R.062• 1.671• Se 1.500' E--5/lah IOU FOR I
<br />� .003'*h.,015,
<br />'
<br />750� PIAEL'ON AO,ft
<br />71 )I ) ( 1 ' -ai. t S' I - -
<br />(BO' 1
<br />-
<br />7.000' O KEY HOLE WASHER �'� ers:6 -- zooD• -- - -;� )
<br />- 00'
<br />© T'FW TRACK ANGLE (6gl ejJBP `FM TRACK ® FLAT PLATED
<br />�_� _
<br />0.036- (AT) _I - .091• ,1110041144141% WITH STUD
<br />GALVANIZED STEEL � " .]41Y
<br />W. ,s aro - N I / �A�E A; !!(u J
<br />I --� 063• :-'o ''• CENS •.'P
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<br />! 1
<br />- 44167
<br />t� : No.
<br />—i s7s ��, z
<br />'. _ 1 _ I 1 --- "T� -_ Tit ; * : * Ir FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zone
<br />�RuAc
<br />-2 , a12 _ - PLATED .NCLNUT � OF PANEL STATE OF : W� a9mo n,ao. ,c 20 GAGE GALVANIZED STEEL STORM PANEL rF
<br />ro' 125- _ le7s• © 'Y'•
<br />KEY HOLE "9,O,N:'A. 0140 - . yi►N' °w" r
<br />- -zooD' - AT PANEL 'IFS %Or - 7---' GLOBAL PROTECTION PRODUCTS. LLC. 6f/'�16E6
<br />�uM4=i` w tA_ CARE
<br />Mc O
<br />AI -G. EN 4a00 SW, e, STREET I.
<br />® 2WT(7"Xt /4W M .n xNnMM4
<br />TIIMC DIT W/L ,.r l A. TILLIT 1[SFR. A IXIWAAY onY, IL 1. (
<br />NIFAIITHOO: , "SHORT / ., ,«.: e. s 1I�.M .,TPA.. n n,« ,wQ,c ltpe)w-Tw, ray (9a.)tw..67.7 20-176
<br />ALUMINUM AN IAONOL/MO WWAN[W w/ ADDITIONAL ® /' Y "y`�'��
<br />I-.- O«1 m-AIM : tIRW WI_,nI
<br />.
<br />• 7/a'w/32' sA9+En (SLWlE55 -« M �-
<br />STM OR NICKEL RATED STET). PE LL/S,a4AnAE/O.R G-p0ax 19 QRII2O W'
<br />,.rlEll A TYL,T h. PC m 17-1.1 w WRF ] aF »
<br />7 -
<br />INSTALLATION DETAILS FOR REGULAR PANELS C1) A dh END CLOSUES DETAILS FOR INSTALLATION IN POIRED CONCRETE
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES Ct>HC>�iE BIDCK YVDOD
<br />0 PAELYMC FEMALE m. /•r» �4 s) VIAND FOR REtUAR. LIFE SAFETY AND E-2 WING STORM PANEL SVSiEM
<br />lI .HMS oR CIP-a caTMrnETt ANGHORs e01RIZ ''
<br />li?`Q2. ■
<br />HE 0
<br />SEE %MOUE ON SHEET, e ! 9) � SHEETS HEMU GN°M 6) 'W` _1. +••--'' - I'.
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<br />1 '� CONCRETE OR I 1 /•-. Di 1 - - �-?
<br />I I. 10
<br />I 6 CONCRETE BLOCK I I (� A Il J, �;._
<br />I REOUeaEO. I
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<br />' I CASE A (PLAN) OO -'A' : n• � 9i ; .
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<br />eS X i i 8 CASE B (PLAN)
<br />1 F,R.V A-
<br />WI4•.-70,•
<br />I - Mn :ORR% ,�„NI 1 !y11
<br />I ,7, _E I/T'SCALE ]/16-1•LOroNp � oA� fHnHXAta
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<br />,' Y'a i lr. i i vim. � J�.•. '- L,wa1U-.. momli�
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<br />DUSTING POIatQ iAP.n
<br />G6,C0cin -Dell i ED i c!cr c (PLAN)
<br />.QUArD • EXISTINGPOOR - I SCAIF 3/16-,' CASE D (PLAN)
<br />1 SCALE 3/16-1•
<br />I COACRETE BLOCK ,y/
<br />T" 1 S.
<br />., I M'i• I °1� �a
<br />RECURRED , I/2• - _.11a., A. ~ ,Marx
<br />' ,,
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<br />OR RUIMa.«- mH�vai[ �0 ` A, - a �.Pa feM.J Mp
<br />• r M Ne6. I awr
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<br />EMALE Alq -1• NIn-
<br />PLUS CM OF TM -MP CONCRETE ACNORS 1 L . _ • Y .. - NIn® • .=0
<br />- .. ...,•. ,v.. _-
<br />Dirt S '.
<br />!SII SMDLRE3 ON (SEE 'SCYEOAL CN feRBUILD
<br />SHEETS a TH60VGH a)
<br />OH Mallow
<br />8 ! 9)US
<br />�•
<br />IRK ,�
<br />SCALE 3/6-1' _ O , R1'
<br />PALE ]/e-t' -HrIE ,aPE H7WM.A e[rw:- AL \J
<br />MOH,b IiOTlO
<br />®,r.�«,PAN
<br />�__� �yli-
<br />tM M
<br />(
<br />NW "N` Pn _ "U
<br />- DPGEE.E OF,F D STlro a NEW ,• WIDE . VARIES N t/e' E.D. - EDGE DISTANCE 1 a
<br />O
<br />THICK ALUM TUBE DR 1' . I SCHEDULE Df1 i` - CASE F (PLAN)
<br />ill(SEE
<br />_ EXISTING STUCCO/ PT WOW PLATE SPACER I .I SHEETS 8 dt 9) SCALE 3/1e.,•
<br />�
<br />I tvl
<br />/
<br />It.PARES . ,/e• NOTE FOR L01AlBVM1TION OF SECTIOTNS'
<br />NUM. TUBE OR ,' VARIES 1
<br />I; PIT WOOD PLATE SPACER CONCRETEACK I TOP k BOTTOM MOUNnN05 CAN BE
<br />ANCHORS ' ,. I COMBINED IN ANY WAY TO SUIT ANY CASE E (PLAN)
<br />SCHEDULE
<br />W • . rsa 5cH1[nLRt oN :.. I INSTALLATION SCALE 3/16-1•
<br />O
<br />'RACK
<br />S,REFS E H tl , CoM ,
<br />A.
<br />+ 1 + ? E�
<br />ly1EA
<br />EXIs*eG PDuaED y w,. WMT� „ a r �`;' Er , ' - y'4 FLORIDA BUILDING CODE (HI h Veloc HIM Icons Zone
<br />_ oallo¢R MTCHOIW _- - .
<br />(FO: aO�tAE I , /2' Kn CONCRETE BLOCK"' ro e[
<br />N n
<br />•.
<br />ON MI 6 a 6) Sit MRA RIOU9ED. MIaLy lo�wr� p ; 20 GAGE GALVANIZED STEEL STORM PANEL DR,.I m
<br />No 44167 �
<br />/,W/e-o
<br />xL SECTION x-X s * * - - C_ GLOBAL PROTECTION PRODUCTS. 11C. '
<br />SCALE 3/8-,' - "-
<br />S ATE or. - pA,<
<br />' I L E C O INC.
<br />DETAIL FDR SPACERS REOUIRED AT TOP OR ' a9'•, mob L . 51 srlur
<br />_
<br />�S,�. R10P,. mac-" -
<br />BOTTOM TRACKS ADJACENT TO STUCCO/WOOD BANDS 0;• y�?j` -,° - . (P,4�;ea, n6A)Nn6n, 20-176
<br />s .:', IMP rr GWI m-1- CRN.WG N.
<br />%4 S / M
<br />u-Orono
<br />AL b' TmE,/pAR
<br />111,. IM., Yax1pN A llMJr N11T •MELT 5 a »
<br />PRODUCT 9'VAI,CATION REI!DRT NO. 20-0727.02 2
<br />ST REPORTS:
<br />Large missile Impact load tests were performed under SSTD 12.N standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3 r AS
<br />TM STAR 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., Il Moroz, POE. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, dated February 25, 2009, signed and sealed by Edmundo
<br />Largaespeda, 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 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 OKII318, dated December 1, 2010 signed
<br />and sealed by Jerry Jeciofano, P.E. as per ASTM E-8.
<br />2A 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 panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1604 of the Florida Building Code. Calculations prepared by Tiltsoo,
<br />Inc., dated 12/18110 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E.
<br />3 MISSILE IMPACT RESISTANCE:
<br />Large missile Impact under section leO9A 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 shell 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 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 />LL
<br />-\CENSF �9%s
<br />--- = ra. aaa 67
<br />J,,,, �►j * *
<br />-�ro9'.• STATE OF •��`
<br />of FORM �F,....
<br />iq eC I,I.....,.,.• iy a.`
<br />'A�iiysloO ..LEFT wa`�
<br />PROD[J('.T EV L ATI0XRLTMTNO 20-0727.02 3
<br />5.INSTALLATION:
<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 I8, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176.
<br />QT 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. 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. T111I, 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. TAllt, Jr., P,E. (Florida License
<br />No. 44167), President of TlReco. Inc. (Florida CA-0006719).
<br />s`* ."" \CENSF(��4
<br />'-
<br />-7: -
<br />wanu S7�TF (7F
<br />Da TILTECO ADMON RECORDS \ P, E. RE PORT.20 E GLH2'MAL PQOI-f. te)N P6LOr)DCT8, LL00
<br />GALVANIZED STEELSTORM PANEL L DRWGR20-1751 REPORT#20.0727.I� ,KA�.• ORtO \1�
<br />"I11111, 6NAL E� a111
<br />1/4, 2/4, 3/4, 4/4, 5/5. 7/5.
<br />1W/10, 2W//0, 31VI 4W/10, 6/5
<br />5W/10. 6W/11 k 7TAI
<br />3" MAX_ _ ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 6 k 9 ]• MAX_
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