|
ILI ECO iNc_
<br />TILLir T'EffriM & ENGINEERING COMMINY
<br />WATTM A. T7LW lit., F.E. Dltewtp}aol.ADm
<br />Yt PY.LNWa \4. MUO
<br />9LCA fi.,meK BWHST/V
<br />PRODUCT EVALUATION REPORT
<br />REPORT NO.: 20-0128.01
<br />DATE: July 28, 2020
<br />PRODUCT CATEGORY: Shutters
<br />PRODUCTSU6-CATEGORY: Sturm Panels
<br />PRODUCT NAIVE: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />MANUFACTURER. Global P
<br />4600 S.W, 51 Street
<br />Davis, FloOda33314
<br />1. PURPOSE OF EVALUATION;
<br />This is a Product Evaluation Report Issued by Walter A. 71111% 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 Florida Department of Sualnest and
<br />Prohsstonat 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 />of least equivalent to that required by the Cods.
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />a Bulkling Code change that may affect Its bmitadoms and conditions
<br />I EVIDENCE SUBMITTED:
<br />2.1. PRODUCT EVALI AjI0NJXiLMDffjffr E. t
<br />Drawing No. 20-178, Utled "20 "CIE GALVANIZED STEEL STORM PANEL",
<br />sheets 1 thru 26 of 266 prepared by Tlteco, Inc.; signed and sealed by Water A.
<br />Tillit, Jr., P:E.; dated 07128/2020. This drawing is an integral part RVAIS
<br />Evaluation Report - R A.
<br />folio"
<br />p "
<br />NO.441 t37
<br />6355 N.W. 36th Street, Suite 305, Miami, Florid& 33166 - Ithanc (305) 871-1530 rw"*
<br />PRQDUCT'SVAL TATTON a'PQXTN r. 20,I)IM1i1 2
<br />22. TEST REPOITTS;
<br />Large missile Impact and fatigue load tests were performed under Protocols TAB
<br />201, 203 as par section ION of the Florida Building Code. Uniform static loads
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />Testing, Inc., Reports # 98-669 dated OB/09/1996, #98.570 dated 09118/1996,
<br />#ti6-T30 dated 0912011996, all three signed and sealed by Hector M. Medina,
<br />P-F., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/16/1996 and
<br /># 2128 dated 10/ 1
<br />06/ 998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />0219.01-09, dated March 4, 20D9, signed and sealed by Edmundo Largaespoda,
<br />P.E. and Henry Haitem, P.E.
<br />Tensile last report No. 9CM-197 by QC Metallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E.
<br />2.3 STRUC RIRAAL ENGINEERING CALCULATIONS:
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind bad, as well as maximum anchorapacing vs. design wind bad and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1618 of the Florida Building Code. Calculations pnspared by Tilteeo, Inc.,
<br />dated 11/03108 and 03/12i16, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />3. MISSILE IMPA= RESISTANCE:
<br />Large missile Impact under section 1028 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />4. ]O 0 LOADS RESISTANCE:
<br />20 Gage Galvanized Sleet 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, 26 and 26 of 28 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. INSTALL, TA .ION:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />shoats 3 thru 7,10 thru 20, 23. 24 and 28 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />Indicated on sheets 8,14,16, 26 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.L drawing No, 20.178.
<br />NN IINryNrq
<br />7 . A'
<br />STATE OF
<br />{rkfl Nj0Mu
<br />GENER& O TE&
<br />0.3) M CAS( THAT PECAST STOW, OR MEOW CONCIETE P09M STUCCO OR WOW WARDS K POLING ON THE
<br />OORWO WALL NCHM SMALL K ,OW ENOUGH TO REACH THE MAIN STRUCTURE KMID SUCH PAWLS.
<br />1. Stow 14VEE. 91oIN oM TMs rRIODICT EW.WTx111 DOC1WDNr aG0-) HM ISM VERFI D FOR COMPLIANCE M
<br />AC400M OWL K AS MENTIONED 0 S.t) XC N S.2).
<br />ACCORDANCE WTII TIE 2020 (71n ED1t+OU) err TW FIDRIOA MAlOaNG I.)
<br />(C) wpmwooCON
<br />FOR A W1ND LOIIp6 9HHN1 K tETERMINED M PER SUCTION 16200E THE ABOVE MENTIONED COOL,
<br />FOR A WIND 3P[ED AB RFIOURED 6Y THE 4UUMIDCTDR METE THESE 11MVIIERS WILL K NSTALLED AND
<br />- ANCHORS, M MYWFACNRED eY LT.w: NSODI. INC.
<br />_ #14-10 PANUMATE FEMALE 10 AND PANELAIM PLUS ANCHOW Ali MWUFACIURCD BY ETIO CONSTRUCTION PRODUCTS
<br />FOR A ORBCTIOIIAUIY FJ47OR Rig-0.06 LOW ASCE 7-16 AND WWI Nor D OW THE NAtOAM (ASA)
<br />DESIGN PRESMOSE RATN65 INDICATED ON SM, 7 THRU 12. 14, ,S, 14, to a 20.
<br />- 1/1"1 U1G SCREWS RIR N.DS.
<br />_ T/16'1A . ON WOOD T NAX1G. AS OSTASUTED s» ALL PONT SCREW, BOLL' a SPELALIY W.
<br />IN ORM 10 VEMFY THE ABOVE CONDITION. ULTIMATE DESIGN MO LOADS 91110110010) PER ASCE 7-16
<br />C.1) MINIMUM TIIBAOED PEETRATICN MITI WOOD OF TAPCON ANCHORS SHA1 K 1 1/2' AND 2• FOR ELCO PANO44T'E PWS
<br />SHALL K FIRST REDUCED TO "0. DESIGN WIND LOADS BY WLIKII ND THEM BY 06 IN ORDER ID
<br />AND PANELNLE FEMALE UL
<br />COIPME THESE W/ Wx. (,AS.0) DESIGN PRESSURE RATINGS town ON OEETS 7 TARN 12. $a, is, 1a 10 a 20,
<br />AF WERE NOT STRESSED. • 33i IIICMIISE N ALLOWABLE
<br />THIS I.OR NA 1SIS.
<br />c.2) ASSAUM Tmotm p PovotvION Or LAC scRDI, INTO THE WOOD FRAIE uw BALL BE 1/2'. Iq IHIEAOED
<br />PE7ETRATON MO STUCCO OWL K OOLLOGED M PART OF THE REQUIRED /1MEAbED P'EETMiHON.
<br />S CITSORDERF R Oft f SPACING
<br />STRESS FOR WalO L01O5 WAS (�, tSE.O M 1/10R ANALYSIS. FAITDIE6 SPACNG TO WOW NM4 KEN DETEOaWFD N
<br />t " SEEM USED
<br />ACCORDACE 0% RAS 2015.
<br />CJ) MINIMUM EDGE 014740I:E Or LAG SCREW$, INTO WOOD ONLL K M IDICAUD M THIS DOWNS;
<br />N ACCORDANCE SECTION 16JD OF
<br />PAWS ADEQUACY FOR RIPACT AND WIND RESISTANCENGINEERING
<br />HAS BEEN VDNC.
<br />THE A MINUN 96-ITH
<br />ABOVE MENTIONED a TEST INC. F 66-Se. a 0E-T30 AND
<br />EI#2126
<br />C.4) WWAW PENETRATION OF NOW KOM SWILL. K AX. Ile 6-20 SCAM USED SMALL K 1 t/2' LONG MAIR M
<br />AS INC.,PER
<br />FID .D
<br />FEES710EIOM 113'fNG lA•B C.RF70R15 /2075 a �2175 . M PROTOCOLS TAS-201, TAS-202 Mq TM-203.
<br />203 C S-20i, TAS
<br />S110ULD STUCCO plt4r. AND 1' MINIMUM MR WALLS WITH NO SRICCO.
<br />TA wru St AAIrAICIN TEST lAB OF SOUTH FLORIDA IMPORT /D219.0/-011, M PER tM 20% TAB 202 AND
<br />TAS 20 STMDAR05.
<br />CS) INCASE THAT PREGST STOIC OR PFECASI CONCRIDE PANGS, STUCCO OR WOOD SCAM E FOUND ON THE EXISTING
<br />2 ALL AULNM•IM FX/RUSIONB TO K 6083-TTt ALLOY AND tEWEA (UNLESS OTHERWISE. NMI, SFf SNE[T 2
<br />ORA. ANCHORS SMALL K LONG ENOUGH 10 REACH THE MW STRUCTURE MOO SUCH PANES
<br />ANCHCA4E STALL 6E AS MDItgWD M CA). CI) t C4)
<br />3 ALL ALIININIIM SHEET METAL USED AT CLOSURES SHALL NAVE 3103-1,14 ALLOY.
<br />(0) ANCHORS SMALL K MSIALLEO FOLLOWING AL OF THE IECOMMiM011TgN5 AND SPECMTIOHS OF THE ANCHOR'S MANUFACTURER.
<br />A ALL SIML S11EFT METAL PAWLS 94ALL NAME SIR\MRMAL OWOTY STEEL. ASIM A -SW WADE 30 kWWAA 0-60
<br />OALVANIrED STUD. DMIGNATIGI W/rY- 56.6 Ha (AFTER ROLLED).
<br />6, PANELS MAY ALSO K 067MM "OAjONIALLT FOLLOUaD INSTALLATION DETAILS SHOWN ON SWnON 3 THROUGH to (STEERS 4
<br />THROUGH 6) DSCEPT THAI HEADE16 m a 0 SHALL NOT K USED,
<br />S. ALL SCW[YR TO K STN,NL9 STEEL 304 OR 316 AIM YMCS OR CORROSION RES57W COATED CAMM STM M PFR
<br />00 SOOTS w/ SO W MID STRRHGTH AND UO IW TENSILE SiAf3CM Al Viol COMPLY w/ FLOPoOA BUILDING CODE
<br />O IT SMALL K THE RESPOrAM IY OF THE CONTRACTOR 110 VER67 THE SOUNDNESS OF THE SIM CTUK WHERE SHUTTER IS TO K
<br />SECTION 241 .3.3.4,
<br />ATTACHED To INSURE PROPER 44CNW L TNRMS *O SHALLOMY K ATTACHED TO COMMIE. KCCN OR WOOD FRAM
<br />BULDOME.
<br />•. BOLTS TO K ASTM A-307 GALVTUW2ED STEEL OR AEI 304 SOWES STAINLESS SM_ WITH 36 MM MINIMUM YELD
<br />STRENGTH.
<br />TO EACH REGULM STORM PANEL RM tENlntls DYER 6'-e THROUGH 12'-4. M PEA SECTIONS 6. L To a to ANC ALTEmAnIo 5 EIW,
<br />7 ANCHORS t0 WALL 3HMLL K M FDLUYS:
<br />4W a low ON SHEETS A 6 a ,2 RESPgTAIELY: SHALL 4" A 1.EOBLE AND READILY VISIBLE AIMMM INSTRUCTING DINNER OR
<br />TENANT TO SECURE TMAIELS WITH APPLICABLE RDWORODAW CUTTING PERIODS Or HURRICANE WARNING
<br />(A) TO Extm G POUR® COMGE7E.
<br />It THE 64TXLATNON COMPACTOR IS TO SEAL/CAULK ALL SNOTIO! COYPONEM EDGE& R HICH REMAIN N COMTNUOUS CONTACT aTH
<br />- t/4'1 TAPCO/ ANCHORS M MAMIIFACTURkD BY I.T.W. BU RDETT. INC. (Min. Fo-3/112 .R)
<br />TW BUILDING TO PWVEW WUB/RMI ormia0N.
<br />- 1/4. 0 . 7/6' CHA-N ANC14 S. AS MIHi'ACTUIRED, Or DETNI.T INC. (MN. Yc-3000 )
<br />- 1/4'0 . 3/4' SOUO-SEF ANCHORS. AS ObTbOUTED UT ALL PUNT SCREW, BOLT a SPECIALTY CC.
<br />It STORM PNICL URTALLA/pN SHALL COMPLY WITH SPECS INDICATED M THIS DRAIROG PLUS ANY BURRING NW ZONING WgULATgNS
<br />(Min. I*a 30M ppl)
<br />PROADED K THE AMWK:IHON 04ME PERMIT IS APPLIED TO.
<br />- f 14-10 ►AEIMM FEMME O a PARELMATE PLUS ANCHORS, M MANUFACTURED By MCO CO6RRLerION PRODUCTS.
<br />(MN. 1'-3350 P.I.)
<br />13. (A) THIS PRODUCT EYN.WON AOoOIEM (PtA) PREPARED Br THIS L mom a GOOK AA DOES NOT P OM "W"T
<br />- 114.0 Cr TN -QW ANCHORS, AS MANUFACTURED BY TRI,-FAST CORPORATION (rc-3000 pY)
<br />FOR A SITE STAMM PftWCT: L.. WNEYE THE Sa CONDITIONS DMATE FROM THE P.E.D
<br />A. 1) MINIMUM EMKDKM a IAPCON AIIpDRS LAND UVOUKIED CONCRETE STALL K 1 3/4'; 2' FOR PANEUAOE FEMAE
<br />(6) CONTRACTOR TO K REWOME FOR THE SUECIIOR, PURCHASE AND 16LWATIOI INCLUDING LIFE SAFETY or THIS PRODUCT
<br />BASED ON THIS P#A MRO M HE/SHE DOES NOT OMMTE FROM TE CONO11OL6 DETAILED ON THIS DOCUMENT
<br />D AND PAMEAALTE PLUS AND 1 1/4' FOR CF TAP-CMP ACHORS.
<br />COUSTR CIM SAFM Ar ME a THE COMRACTGR'S RESPOWJOL W.
<br />A2) CAI -IN a SOUO_W ANCHOR& SHALL K EMBEDDED 7/V INTO THE POL"M CONCRETE No DWEONEM Rio
<br />(t) THIS PRODUCT EUALIKIM DMIENT WILL BE CONSKIiRED PNALIO IF NOoIFElo
<br />STUCCO SHALL K PERMITTED. 1/4. 0-20 SPEWS USED SHALL K 1 1/2' IOW MWUa/ "AD SRUOCO EXIST,
<br />RD I• MIMMIW FOR SALES WITH NO STUCCO. MD MAY BE WADED Sr1E115 Got ALL Tt4RCh= SC IVS W/O HEAD.
<br />(A) SITE SPMPIC PRaECIS SHALL E PWOMED Or A FLOgOA WAISTEWD DWNWER OR ARaREW WHICH WILL KWME TW
<br />OUT WITH WNG PRITS,
<br />ENONEER Or MOM (EGA) FOR THE PROJECT MD *10 WILL K M]PONSWIE FOR THE
<br />PROPER USE OF TW P.C.D. DWOR OF RECORD. ACTING M A OW"115D DOC"= TO THE
<br />A.3) N CASE THAT PRECAST STONE. PRECAST CONC M PASTA• PAVOM STUCCO OR WOOD 110MC6 K FOUND ON IHW
<br />P.E.O. ENGIKEA. SµA . SUBMIT TO THIS LATTER THE SITE SPECIFIC DRWAD& POR REVIEW.
<br />DISTNO WALL OR ROOK. ANCHORS 94MLL K LONG ENOUON TO TEACH THE MAIN STRUCTURE BEHRD SUCH
<br />PANEL ANCHORAGE SMALL K M MENTIONED IN A1) AND N A2).
<br />(0) THIS PEA,
<br />NO SHALL KM THE DAIS AND OMAL SM AND SIGNATURE OF THE PROFESSIONALEMG
<br />MMFER OF RECDID THAN PRPWED IT
<br />(a) TD 091011e TIeNCRETF Nye d wu t Mru C-SO:
<br />- 1/4' • TAIRXON ANCHORS )5 MWUFACt1RED K I. T. W. BU6DEX, INC.
<br />14. SHUTTER MwUFAC,VRER S IABrt SHALL K LOCATED ON A READILY NSBtE LOCATION AT sORM
<br />- t/4' 1 > 7/a• CAX-M ANCHORS. AB AIAARN•ACTRED K DEWALT SIC (M. ro-150) P•a.H)
<br />PANEL S"VrIM N ACCORDANCE WON SECTION 170a./.3 Or FIAMW BUILDING CODE. ONE Uffi
<br />SHALL K PACED FOR EVERY CPO". LABQIC TO COMPLY WIN SECTION 1701.9.2 OF THE
<br />- 1/4-0 R 3/4• SLED -SET MCHMS. M DSEMB M Ur AL PONT SCREW, BOLT a SPECALTY Co,.
<br />FLORIDA BUA,Tw1O COLS.
<br />(MN. rc.le60 P.4.V•)
<br />- /aM10 IE FEMME AND PAKLWTE PLUS ANCHORS. M WNUFAt7UKD By ELeO CONSTRUCTION
<br />j 0161NWD SMALL ONLY K USED TO �l
<br />TS (MN, ( DBENN PEMIIS N THE STATE OF R016DL
<br />PRODUCTS (MIN.. r..mn p,X)
<br />,
<br />- 1/4•0 OF TAP -GRIP ANCHORS. AS MANUFACTURED BY TW-FAST COKPONLTGX ••�;�•R A.
<br />•vC ... `4/T
<br />&T) UNWUA E.MBCDMW OF IAPCON M04OPM ELCO PANIELAINTee AND a TAP -GRIP ANCHOR. INTO THE ":
<br />F mRm BUKD= CODE NI h voice Nurrleo
<br />RD" vm STALL K 1 1/4'.
<br />'
<br />_ .'AIM 0.16C0 rl0
<br />20 GABE r.uvAMUO StEF1 SwDI1M PAlal
<br />az) cut -IN a 6OlD-SET maws SHALL K EBEWED 7/r WID THE CONCRETE Bow UST. to
<br />I
<br />1B7
<br />INTO STUCCO SHALL K PEIRNTMD t/4' 1-W SCREWS M 9MLL K 1 1/2- LONG M "
<br />LOBAL PRDTECTION BaFHMM M.FM 6
<br />OWM
<br />"IV. #40 1' MINIMUM FOR WALLS WITH NO STUCCO. '4. KTI
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<br />CONICAM BUICnREQUIRED
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<br />COMORM ANam6
<br />BLO K STRUCTURESou IEEAb,DE
<br />ems • rNWAN 10
<br />POURED
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<br />16. MATERIAL CHARACTERi3 M-Ml) SPECIFICATIONS:
<br />Shan be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 20. of Product Evaluation Document (P.E.D.), drawing
<br />No.20-176. Anchor specifications shall be as indicated on shaft T. 7 and 21 of
<br />28, of Product Evaluation Document (P.E,D;), drawing No. 20.176.
<br />7. LIMITATIONS AND CONWTIONS OF USE:
<br />7.1. Shen be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 of 26, as well as General Notes rf i thru 4 and 11 thru 16, Indicated`
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.0.), drawing No. 20.176
<br />prepared by Tikeco, Inc. and signed and sealed by Walter A. TYIit, Jr., P.E.
<br />7.2. Product may beinstalled within HIGH VELOCITY HURRICANE ZONES as
<br />deflned on section 1020.2 of the Fk)rids Building Cade.
<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. Tlinf, Jr., P.E. (Florida License
<br />No. 44167'); President of Tiltsco, Inc. (Florida CA-Otm8719).
<br />AMEAITNIMTFNRA
<br />_ - .44187
<br />STATE' OF
<br />ORTO
<br />1NEIIBMNTTA
<br />YMhTILL
<br />DA TILTECO ADMON RECORpe T F. E. REPORT.201 GLOBAL PROTECTION PRODUCT'S, LLC % GAGE
<br />.GWYANEMD STEEL STORMPNIEUO)nYQilEGt7,plREPORT930•Q12B.01
<br />1 L ECO mc.
<br />TILLR TESTING Q ENGINEERING COMPANY
<br />WAtURA. Ter t rr, rig., F.& ":rle�6 -4-407
<br />PRODUCT EVALUATION REPORT I7.1 F. Tin NG.0 ML6T
<br />YLI:.A. Liw4,.3I..7BSM?l9
<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 Protiction Products, LLC
<br />43M S-W, 51 Street
<br />Davis, Florida =14
<br />1. PURPOSE OF EVALU ION:
<br />This is a Product Evaluation Report issued by Walter A. 71111% Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />61G20-3, Method 10 of the Florida Department of Business and
<br />Professlonal Regulation.
<br />This product is being Issued an Evaluation Report as described heroin, 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 thet required by the Code.
<br />This Product Evaluation Report shall be sood to review and revision in case of
<br />a BuIldift Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED?
<br />LI, PRODUCT DOCUMENT (P.LD.):
<br />Drawing No.20.113, tibed'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />shears 1 thru 18 of 18 prepared by Titteoo, Inc_ signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an into ��t+p�lft� Is
<br />Evaluation Report.
<br />N4,4�, ,,, ,.,�L/p
<br />r - P'_4�CENSF :' X
<br />167 =
<br />- i- A��'
<br />6-355 N.W. 36th Street, Suite 305, Mi&WL Florida 33166 - Pbo we: (305) 871.
<br />COMPONENTS FOR REGULAR A LIFE SAFETY STORM PANELS
<br />(seta I/z=t7
<br />T&IW (TOM TROTH)--
<br />VIM-
<br />1/4'--- -•� •�0• l
<br />t r1.3IS0•-, I .SOD°
<br />1 i � •.tr^t]60'--ram` osE 'Iwo To= 1.K0'—
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<br />T ICX NAM rm on i• a (SEE SCHEDULE ON I -O O1Q GSE F rP1ANi
<br />DOSIM rND=/ P.T. WOW PLATE SPICIP -.�'- SHEM e a 0) WAA 3v/
<br />' % • Nil 1' WIDE . WHINES . I/W % 1
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<br />aWWm p 1 1�i• w oDii euxae eer a Wig T +ww ante it?" Sc 29 EASE 6ALWAINZED STEEL SrORM PANEL F'
<br />°�RWT 3 Ma. 1EDIIWED. Tien Nmrr. 44167 OWN
<br />SECTION X_X #
<br />* T� erryA
<br />SCALE:3ni/DETAIL IFOR 11 L 1 E C 8 r ro. GLOBAL PROTECTION PRODUCiSH i LC. 6,
<br />OE:r : • RIG► _ • "S SLL; ` ►�' N�NWN,A �aPw aWNe 6Rer. w TFM 0 20-
<br />'r -_ _ TeANWF-7aF�L FM Pa4)aM••IHO
<br />2
<br />Large misslle impact toad tests were performed under SSTD 12.99 standard as
<br />Per section 1809.1.2 of the Florida Building Code. Uniform static ioads as per
<br />Section 1709.8.3, per N0.STM E-330. Test reports prepared by American Testing
<br />Lab ofSouth Florida, Report#0814.01-01 dated OW11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P,E, and Henry Hattem, P.E, and Report No,
<br />0219.01-09, datod February 25, 2009, signed and sealed by Edmundo
<br />Larguespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />toadings 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 Novamber 23, 2010. signed and sealed by Juno E.
<br />Gonzalez, P.E.
<br />Tensile test report No. SCM-198 by OC ietallurgical, Inc., dated March 13, 2009,
<br />signed and sealed by Frank Grate, P.E, as,perASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1 OKMA 318, dated December 1, 2010 signed
<br />and sealed by Jerry Awiofano, P.E. as per ASTM E-8.
<br />2.3.ST GrMLEE NGINEUMNSC LCLtL MNS:
<br />On 24 Gage Galvanized Stoat St rm Panel for maximum parcel length vs. design
<br />wind load, as well as maximum anchorspacing 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 Tllteco,
<br />inc., dated 12116/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. '"Ilt, Jr., P.E.
<br />3. MWILE IMPACT RESISTANCE:
<br />Large missrlto impact underaedon 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12,99 Standard and TAS 201,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Pressures, Maximum panel length shall be as indicated on shoats 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, 9,1% 11,1$ that 16
<br />and 18 of 16, of Product Evaluation Document (P,E.D.), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been Yertflod for cede compliance to
<br />work as a non -porous otorm shuitsr assembly, as per SSTD 1249 Standard.
<br />3
<br />Installatian 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 shalt be as indicated on
<br />sheets 3. 6, 13, 14, 16, 16 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.171L
<br />II.AATERML CHARAClMUM 1Cs AND SPEGIPICATIONS•
<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 speciflcatlons *hall be as Indicated on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D..), drawing No. 20-175.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet 1 Tof 18 of Product Evaluation Document (P,E.D.), drawing No. 20.175
<br />Prepared by Tilteeco. Inc. and Waned and sealed by Walter A. THIN, Jr., P.E.
<br />7.2. Product shall not be instaIled within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 1020.2 of the Florida Budding Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />wood fiance stntcturea.
<br />Product Evaluation Report prepared by WollarA. IMIR, Jr., P.E, (Florida License
<br />No. 4416n President of Ttltaoo, Inc. (Florida CA-00OW19).
<br />wane
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<br />3• Wit pICM01R` IOR CONCRETE SU SM VON ON SHEM e a e r Wx
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