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f,:L EC_O INC-
<br />TiLLIT TESTING A ENGINEERING COMPANY
<br />WATTTTR A. TTLLPr, At., P.B. 01lecoysol.COT1l
<br />IL P.Y. LWwue,A.""'T
<br />n C A. Li—M,. OW6719
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-072t1.o1
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCT SUWCATEGORY: Storm Panels
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER: Global Prolaatlon Products LLC.
<br />4800 S.W. 61 Street
<br />Davie, Fbrida33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Wafer A. Tillit, Jr., P.L. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20.3, Method 1 D of the Florida Department of Business and
<br />Professional Regulatlon.
<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 Bulkling Code change that may affect Its limitations and conditions
<br />2. EVIDENCE SUBMITTEM
<br />2.1. PRODUCT EVALUATION DOCUMENT WILD-):
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 26 prepared by T1Raw, Ino.; signed and sealed by Wafter A.
<br />Tillit, Jr., P.E.; dated 0712812020. This drawing Is an integral parts, , Is
<br />Evaluation Report. ##%001R A, ittt�
<br />��P '�10ENs� .
<br />--_i--. =
<br />No. 44167
<br />','1,,rr,*. .* *
<br />6355 N.W. 36th Street, Suite 305, MlltErli, Florida 13166 - Phone. (305) 871.153 I . K�t18I 1
<br />' INIUIIi"i"
<br />Gam,
<br />� BRINGS)
<br />I STORM PANEL SHOWN ON iN15 PRODUCT EVALUATION DOCUMENT (PED) HAS BEEN VERIFIED FOR COMPLIANCE IN
<br />AN ACCORDCE WON ONE 7020 (7A EDITION) OF THE FLMIM BUKOMG CODE
<br />DESIGN WIND LOADS SHIAL BE DETERMINED AS PER SECTION fMOr THE ABOVE MENTIONED COOS.
<br />FOR A WIND SPEED AS REpUNILO BF THE JURISDICTION WHERE THESE SNUFFERS Witt BE INSTALLED AND
<br />FORA DKF67IONAL17YFACTOR KO.0.85 UAING ASCE /-16 AND SNW.L NOT EXCEED THE MAXIMUM (AS.D)
<br />PRESSURE PAID" INDICATED CBI 7 1 14 IS Ie 79 A 20.
<br />OESICN SHEETS 1/MTU I.
<br />IN ORDER 70 VIONI'T THE ABOVE CONDITION. RAT IAR. DESIGN WINO LOADS DETERMINED PEA ASCE 1-16
<br />1DA N M 6 R SHALL D F RST REDUCED s D OL1T0 M LOADS WW MU OICATED ONES SHEETS
<br />0 ORDER )0
<br />COMPARE TIYSE W/ MAAIt ASAj DESIGN PIESSIIM MTMK:Y INDIGTW ON slEkTS 7 11NRU 17. 14, 13, 1e. 19 A 20
<br />IN ORDER 70 YENIFT TINS ANCHORS ON THIS PLO AS TESTED WERE NOT OMEN STRESSED. A 43% INCR,M R ALLONT IS
<br />STRESS TOR WINO LOADS WAS UM USED IN THEW ANALYSIS. FASTENERS SPACING 10 WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH ND.S. 2018.
<br />STORY PANEL'S AEOIIA.'Y FOR IMPACT AND WIND RESISIANCE R45 BEEN VERIFIED IN ACCORDANCE WRH SECTION 1626 O
<br />ME ABOVE MENTIONED CODE AS PER HURRICANE (100EERIQ A TESTING INC REPORTS 96-069, 96-570 A 9e-T30 AND
<br />FEWSTAION TESOG LAS WC, W$OW 5 12032 a r2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-203
<br />AS rFU AS AMERCAN TEST LAB Or SOUTH FLORIDAREPORT #MIV.0T-09, AS PER TAS 201, TAS 207 AND
<br />TAS 703 STANOMDS,
<br />2 ALL ALUMINUM EATPUSIONB YO eC 6063-16 ALLOY AFD TEMPER (UNLESS OMEA"SE NOTED) YJ SHEE' 2
<br />1 ALL ALUMINUM SHErT METAL USED Al CLOSURES SHALL HAVE 3105-014 ALLOY
<br />A ALL STEEL SHEET METAL PANELS 94AU HAVE SrRMTURA OIAUFT STECL. ASTV A-653 GRACE 50 WIRMLKA, G-M
<br />GALVANIZED STEEL DESIGNATION W/FY- 60.3 9w (AFTER ROLLED)
<br />5 ALL SGEWS TO BE STAINLESS STEEL. 304 OR 118 AISI SERIES OR CORROSION RE51$TAM COATED CARBON STEEL AS PER
<br />STR TN Y L
<br />DIN ION 2 W 50 w YIE3D Eric AND 90 A41 TENSt[ STR[TATN A SII/LL COMB w GRIM BUKOMI(. COOS
<br />SECTION 24II 3.3.4. / L
<br />8 BELTS TO BE ASTM A-307 CALVA M STEEL. 0R AISI 304 WKS 51ANUISS STEEL- WITH M WTI 0141MUM MELD
<br />STRENGTH
<br />T AN3+ORS TO WALL FNRl. BE AS FOLLOWS'
<br />(A) SO..LXIVM_PQVMD. E
<br />- 114.6 TAPCON ANCHORS AS MtNMACnJRW BT I r,r OuLDESX. the (MIn r..3192 Pa, )
<br />- 1/4" . 4 7/6` CALS-M AK%H00I AS MANVF'ALTUITEO BY DEWN.T INC. (MR. I' -3000 Pc,.)
<br />I-1/4.0 4 )/4' SOLO -SET ANCHORS, AS OISTRWt[D BY ALL PONT SCREW, BOLL A SPECIALTY CO.
<br />(Mn rc 3000 pX.L)
<br />114-10 PANELMAR rEMME O a PANILIATE PLUS ANCHORS, AS MAR)FACTURED BY ELC0 CONSTRUCION PROD1C15
<br />(MN. rP-3330 PA.,)
<br />- 1/4'6 CF TAP-GRW ATK.HORS, AS MANUFACTURED BY IRO -FAST CORPORATION (Yc-3800 ii,sj)
<br />A.1) MNRUM EMBEDMENT OF TAPCON ANCHORS IWO PQJRCD COMIC M SHALL BE I S/4': 1' FOR PANELVATE FEMME
<br />a AIO PWO&ALTE PLUS AM 1 1/4- FOR a TAP-ONXP ANCHORS.
<br />A2) CALK-R A SOLID -SC ANGgR9 SWAT M MKLM EO F/8' INTO THE POURED C(NICREFE NO EMBEOMEM INTO
<br />STUCCO SHALL BE PERMITTED. 1/4. 9-20 SCREWS USED SHAN.L GE I 1/2' LONG MINIMUM SHOULD STUCrD EXIST.
<br />ro I' MMNLN FOR WALLS WTI NO STUCCO. AW MAY OF HEADED SX.TEIIS OR ALL rMRAD[D SCW45 W/O ,EAD.
<br />VA WITH WON. NM
<br />A3; R CASL THAT PRECAST STONE. ►RfCASI CONCRETE PANEL$ PAYERS, STUCCO OR WOOD BOARDS BE FOUND ON Ni
<br />EXISTING WALL OR nOW. WHOM SHALL BE LONG ENOUGH TO REACH THE WIN STRUCTURE BEANO SUCH
<br />PAWLS ANCNCRACE SPILL SE AS MEN"OWD IN A 1) AND M A2).
<br />(8) TD FX1SrR6. neNMFrt B,QQJ JiB%U_.ASTN.t:SO
<br />- 1/4. O TAICON ANCHORS AS MANUFACIUEED W I, 1 W VALOFX. INC
<br />- ,/4' 6 , 7/9' CALK -Lit ANCHORS, AS NANVFACTLRED Or DCRAL7 INC. (MIN. ec-1500 PA � )
<br />- 1/4.6 A 3/.' SOLID -SET ANCHORS, AS DWftWTM BY ALL POINT SCREW, 00it A SPECIALTY CO.
<br />(MN Fc.taoo P.J.)
<br />- 014-10 PANELMAIE FEMAF IO AND PAN'LMAtE PLUS ANCHORS. AS MANUFACTURED BY ELCO CONSTRUCTION
<br />PRODUCTS (YM 1'e-2071 it") W
<br />I /4' 6 CF TM -GRIP ANCHORS, AS M#4WACTURFO NYrRV-FAS7 CORPORATION � 1
<br />BA) MINIMUM EMBECIM M tit TAPCON ANCHORS, ELCD PANELMATTS AND CF TAP-CUNP ANCHOR. Rio f]tc
<br />P*`
<br />BLOCK UNIT GAL} BE 1 1/.'
<br />921 CALK-R A SOLID -SET ANCHORS SHALL BE EMBEDDED I/V INTO THE CONCRETE SOCK UNTO NON
<br />INTO STUCCO WALL SE PEANKTTED 1/4' 0-20 SCSEWS USED SHALL eE 1 I/2'• LONG MINIMUMo
<br />EXIST, AND C' WNOMM, FOR WALLS WITH NO STUCCO. I-q, I
<br />PUM11ICT EVALUATION BEPOIET,_NO_20.Q72�A1 2
<br />2,2. TES R PORTS;
<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 # 96-609 dated 08/09/1998, #98-570 dated 0911811996,
<br />#96-T30 dated 09/2011996, all three signed and sealed by Hector M. Medina,
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118/1998 and
<br /># 2126 dated 10/05/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespeda,
<br />P.E. and Henry Hattem, P.E.
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.33. 87 UCTURAL ENGINEERING CALCULATIONS
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, 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 />sectlon 1616 of the Florida Building Code, Calculations prepared by Tiheco, Inc.,
<br />dated 11/03/08 and 03112/15, Signed and seated by Walter A. Tillit, Jr_, P.E.
<br />3. MISSILE IMPACT RESIBTANC :
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />C WND 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 />115,19, 25 and 26 of 28 of Product Evaluation Document (P.E.D.), drawing No.
<br />20.176. Maximum Anchor Spacing shall be as indicated on shoots 8, 9, 10, 11,
<br />14, 15, 17. 18, 19, 20 25 and 26 of 26. of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176,
<br />5. 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.
<br />IA,IIAH 411111N1", T!rya
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<br />: 2,4 i4;i�, 1r ') e=
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<br />S?ATE OF :'�
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<br />4 HhSONA� 1F0#
<br />83) W CASE THAT PRECAST STONE. Oft PRECAST CONCRETE PAWLS, STUCCO OR WOOD BOARD! SE FOUNO ON THE
<br />COSTING WALL, ANCHORS SHALL BE LONG DFOUGA TO REACH THE MAR STRUCTURE BEHIND SUCH PANELS.
<br />ANCHORAGE SHAD BE AS MENTIONED IN lit) AND IN 11.2).
<br />CC) M_COMENG IM I, ffiPL4fLQFIC_N'r084IIY-.y_r 0.55 MN-,
<br />- 1/4-0 IAPCON ANCHORS, AS MANIFACTURED BY I.r W. BUILDEX. INC
<br />- 014-10 PAMOAIATE FEMME to PAMLNA1t PLUS ANCHORS. AS MANUTACNREO BY EICO CONSTRUCTION PRODUCTS
<br />- 1/4.0 LAG SCREWS PER ND.S
<br />- 7 166 T S 8 W000 BUSHING. AS OISmIBU [O BF ALL POINT 5t'RFW T a !Y / / &TL SP6GW. CO
<br />C f) MINIMUM TI.RCi1DEU PENLIRATIDN INTO "M O TAPCON ANCHORS SHALL HE t 1/2' AND 2• FOR ELCD PAfELMAn PLUS
<br />AND PANEIAAL[ FEMALE 10.
<br />C.2) MRRMIM THREADED ADORATION O LAC SI2REW, INTO THt WOOD rAMMC INF' SHALL BE ' 1/2- NO IMBi1OW
<br />PENETRATION INTO STUCCO SHAM- BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION
<br />C 3) MNWUM EDGE DISTANCE OF LAG SCREWS. MTO WOOD SHWL BE AS RDICATCD IN THIS ORAMMIC
<br />CA) ~)M PENETRATION OF WOOD BUSHING SK41 BE S/8' 1/4' 0-20 SCREWS USED SRN:. BE t i/2' LONG MINIMUM
<br />SHOULD MOW COST. AND I' MOAMIM "A WALLS WITH NO STUCCC
<br />C5) P4 CASE TK41 PRECAST STONE. OR PRECAST CONCRETE PANELS, STUCCO OR W000 WARDS BE FOUND ON THE EXISTING
<br />WALL. ANLNORS SHALL Of LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SUCH PANELS
<br />W ANCHORAGE AL BE AS MENTIONED IN C.1), C 2) A C 4)
<br />(U) ANCFIoRS 3NML R INSTALLED rOLOFWNG ALL of THE RECOMWNDATIo is AND SMWKAIXWS OF THE ANCHOR's MANUFACTURER
<br />6 PANELS WY ALSO BE INSTALLED HORIZONTALLY FOLLOWING WStALLATIDN DETAILS 91OWIN ON SECTION 3 100041H 10 (SHEETS 4
<br />IMIOUGH 6) EXCEPT THAT HEADERS IMA m SHALL NOT BE USED
<br />9 D SHALL K THE RESPONSOUTV CC O,( CONTRACmR 10 "IV THE SOUNDNESS Or THE STRUCTIAIE WHERE SHUTTER IS TO BE
<br />ATTACHED TO INSURE •'ROPED ANCAORA" THIS SHVrrER SHALL ONIY BE A71ACKD TO CONCRETE. BLOCK OR WOOD FRAW
<br />BLtLDM05.
<br />10, W. REGULAR STORY PANEL 00, LINGTWS OVER W-6 THROUGH 17'-4'. AS PRS ER SECTO6, 8. 9 a 10 AMC ALTE1NAI IES BW,
<br />SW ItIDW ON SWECrS 3. 5 a 12 RESPECTIVELY. SHAD HAVE A LEORLE AND READILY VISIBLE MARtMG MSTRUCTMO OWNER ON
<br />TENANI TO SECURE PANELS WITH APPLICABLE WEMFORCEMENT DURING PERIOD% OF HURRICANE E W M*4
<br />II THE INSTALLATION CONTRACTOR IS r0 SEAL/CAULK ALL SHUTTER COMPONENT EDGES W'•IIGH RGAAN IN CON704U US CONIACt MTH
<br />?WE BUPI.DRG TO PREVENT WRD/RAIN WTRU51pN.
<br />12 STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED M THIS ORAWING PLUS ANY e1.110ARG AND ZONRC REGULATIONS
<br />PRONGED BY THE JURISOC710N WHERE PERMIT IS APPLED TO
<br />13 (a) Tits PRODUCT EVAWATATN DoCLIENT (P.f D ) PREPARED B/ THIS ENCNEER 15 GENERIC AND OOHS NOT PROWL IMFON )"
<br />F R A SITE SP11COX PAWECT. 1 • WHERE HHE SITE CONDTONS OEVMTE ITOM, THE P LD
<br />l6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND RSIALAnON INCLUDING Urt SAFETY OF TNIS PRODUCT
<br />BILLED ON THIS PE.O. PROVIDED HE/SHE GOES Hot OESAn PROM THE CONDITIONS DETAILED ON THIS DOCUREM
<br />OONSTRUCDON SAFETY AT SITE 46 THE CONTRACTORTS RESPONSTiorTY
<br />10 TTAS PRODUCI EVAWATION DOCUMENT WELL BE GONSOUED MAW U MIODIrnD
<br />Id) SITE 94XIFIC PROJECTS SHALL BE PREPARED N• A FLORIDA REGSTENED ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />'MORTEN Or RECORD (L".) FOR ME PROJECT AND WHO WILL BE RESPOWSW FOR THE
<br />PRDPLW USE O THE PI V. ENGINEER Or RECORD. ACING AS A DELEGATED ENGINEER M THE
<br />P.E.O. C40NEER. SHALL SUBMIT TO THIS ,AFTER THC VIE SPECIFIC DRAWRICS FOR RENEW.
<br />(.) THIS PLO SK41 BEAR THE DATE AND O KPIMI SFUV. AND SKRLAIIIRF OF THE PMFESSKXW.
<br />ENGINEER Or RECORD IFAA PREPARED IT
<br />14 4HUnER MMNUFACTLRER'S LABEL SFAL RE LOCATED ON A REAXV VISIBLE LOCATION AT STORM
<br />PANEL SHUTTER IN ACCORDANCE VAT14 SECTION 17020.3 Or FLORIDA INADRG CODE. ONE LABEL
<br />SHML SE PLACED FOR EVERY OPENING LABELONG TO COMPLY WITH SECTION 1709.9.2 OF THE
<br />f LORDA BUILDING 0001
<br />THIS PROM SHALL ONLY BE USED TO
<br />�IINMNA", OBTAIN PERMITS IN THE STATE O FLORIDA
<br />INTO EXISTING
<br />INSTALLATION
<br />DETAILS
<br />POURED
<br />FOR REGULAR EAN1ELS(1_&_.JA
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<br />YaDDIICTEVAMATION ltv.N 1, 740, 20.a7ia.DE 3
<br />L MATF.$IAL CHARACTERISTICS AND __iPECEICATIONS:
<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 (P.E.D.). drawing No. 2(-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 28, as well lie General Notes # 1 thru 4 and 11 thru IS, 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. TWIT Jr„ P.E.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />defined on section 1 e20.2 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 or Tiltaeo, Inc. (Florida CA-0006719).
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<br />D:1 TILTECO ADMON RECORDS I P. E. REPORT-20 1 GLOBAL PROTECTION PRODUCTS, LLC 120 GAGE
<br />GALVANIZED STEEL STORM PANEU DRVYO a MI70 %REPORT 02D.Or28.0T
<br />1 L I ECC7 INC.
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />- . - --
<br />... - _-- ----
<br />WALTER A. T1LL1T, M, P.E. Hlt6ontaml.wrn
<br />PRODUCT EVALUATION REPORT M. MT i.NAw Nu "L6^
<br />MLT.'.A. LnMR 3M. J0N119
<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 Protection pmductlL O
<br />4800 S.W. 51 Street
<br />Davis. Florida 33314
<br />1. PURPOSE OFEVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, 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 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 />Z1 PRODUCT EVALUATION Q=UMEKT_(P.EA );
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 18 of 18 prepared by Tiiteco, Inc,; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07127/2020. This drawing is an inteQy(�l+tltitfl+of�jf�Is
<br />Evaluation Report. Na I .,,:., ,/"
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<br />! Ti ,P,. STATE OF -' FjS
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<br />6355 N.W. 36th Street, Suite 305, Miami, Florida 33166 - Phow: (305) 871-t_WY�89'9 -1531
<br />COMPONENTS FOR REGULAR di LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />15.19e' MAL WIDTH) .. -.- -..-. IS 196• (TOTAL WIDTH)
<br />_ - - _.._ -... 12.s00' (EiTEC1M WIDTH). .... .... ....__.. -...____ _ _ -.
<br />a t/. _ Sao -- - - - .a250• - ,.soa --.I '.3 a- f,- T 3�a' ...,, 1. _ 3}O'- 1 _ :ran ) ' / . .... um"..-, ,� 0.W9• AM. THICK I,.700"_- >;, a
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<br />W. ��,� © "F• TRACK ANGLE ® AI,(8w or TRACK © FLAT PLATED
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<br />INSTALLATION DETAILS FOR REGULAR PANELSC A dA END aD6la DE= FOR INSTALIA71ON IN POWED ATE
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES CONCIM RACK OR WOW
<br />Nil 411 m N ftmvr FLOW to CONCRETE wcHaRS 1/.n ,sA7.• ,v. VAUD FOR REGLLAR. LIFE SA M AND E Z " SMRW PMEL SYSiEM
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<br />I ALUM, TUBE OR 1• , VARIES
<br />P.T. WOOD RATE SPACER _ i TOP A, BOTTOM MOUNTINGS CAN SE
<br />SE'IND rRAfA T' I COMBINED IN ANY WAY TO SUIT ANY CASE E fPLANI
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<br />ON a m . A 9) 3�YP. REOLW"l TNa17 N9w1. g : ND 44167 1. 20 GAGE GALVANIZED STEEL STORY PAM ana
<br />X6 SECTION X-X . * . * <- N/la,
<br />SFalr3/6-1• 5 (, '''JNT�4_024._.
<br />GLOBAL PROTECTION PRODUCTS. LLC. IN,
<br />DETAIL FOR SPACERS KO(�ED AT TOP OR ��'• TE O '' -_woo aw e1 aMSROI •. OAAE, AL U31BOTTOM TRACKS AWkCIENT STUC46.Ft':: Rio I1.0� _wT,F_mr •,oK• f9e4)w,-7aa. FAX,- (.Nlo9-6»7 20-,
<br />Z OD T T NVA I.CATION R KPORT NA 20472702 2
<br />2.2. TEST RE RTS:
<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
<br />per section le09.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3 per A STM C--330. Test reports prepared by American TestingLab 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 />Largaespeda, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 6 203 as per section 1809.1.2 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 OC Metallurgical, Inc., dated March 13. 2009,
<br />signed and sealed by Frank Grate, RE, as per ASTM E-8 and Tensile Test as
<br />per OC Metallurgical Report No. 1OKMA318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3 STRUCTURAL ENGINEERING CALCULATIONS:
<br />On 24 Gaga Galvanized Steel Starts 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 Tllteco,
<br />Inc., dated 12/18/10 and 08/27113 (for this revision), signed and sealed by Walter
<br />A. TiIIlt, Jr., P.E.
<br />3. MISSILE I PACT RESTl M STAf!IOE;
<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 (RE.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.
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<br />PROOI1CTIV L RATION ualTI•3 NO, 2&4727.02 3
<br />5.INSTALLATION:
<br />installation shalt be a 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. 20-173. 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 />O. 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 TlReco. Inc_ and signed and sealed by Walter A. Tllll, Jr., P.E.
<br />7.2. Product shall not be installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section le20,2 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. Titlit, Jr., P.E, (Florida License
<br />No. 44167), President of Tikeco, Inc. (Florida CA-0006719).
<br />WATLLL
<br />Da TILTECO ADMON RECORDS 1 P, E. REPORT
<br />aA6. ZEO STEEL STORM PANEL 1 DRWG B 2047
<br />1/4, 2/4, 3/4. 4/4. 5/5. 7/5,
<br />1W/10. 2W/10, 3W/10. 4W/10. 6/5
<br />SW/10, eW/11 At 7W/11
<br />r "It__ _„-_. ANCr10R6: FOR CONCRETE SEE SC EDULL ON 11a15 8 A 9 r MAX
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<br />SW/10. OW/11 t 7W/11
<br />-_ - _ ANCHORS. FOR CONCRETE SCE SCHEDULE aN SHEETS a a a
<br />FOR WON SEE SECTIONS ON SHEETS to A t1 .__-. -.... _. _
<br />REGULeR STORM PANELS A Q ELEVATION
<br />N T.S.
<br />2.67" 1/4" MPX. GAP
<br />(144 OVERLAP,,.-1 *W VALLEY)
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<br />. EN ... FLORIDA BUILDING CODE (High Velocity NUT cane Zone
<br />NO 44167 t P TLTICC. M. 20 GAGE GALVANIZED STEEL STORY PANEL oWA.' 1Y,
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<br />INSTALL ATION DETAILS
<br />INTO EXISTING POURED
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<br />FOR REGULAR PANEL-
<br />CONCRETE OR CONCRETE
<br />..OR "ECM
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<br />BLOCK STRUCTURES
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