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<br />TILLIT TESTING ® ENGINEERING COMPANY
<br />IMAEPORTS:
<br />6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS,
<br />_
<br />WATTnR A. TTL[AT; Ili., P.E. Itlte[OtR�NX.]
<br />Large missile impact and fatigue load tests were performed under Protocols TAS
<br />Shall be strictly In accordance with General Notes and Components Indicated on
<br />Im
<br />YL P9,G2 "IM'r
<br />201, 203 as per section 1626 of the Florida BuildingCode. Uniform static loads
<br />1"'
<br />sheet 1, 2 and 22 of 26. of Product Evaluation Document (P.E.D.), drawing
<br />FLCnL:. `1..10*7*
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No.20-171L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/0911996. #98-570 dated 0911811996,
<br />26, of Product Evaluation Document (REM.), drawing No. 20-176.
<br />PRODUCT EVALUATION REPORT
<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 04/1611998 and
<br /># 2126 dated 10/0611998 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LiRTATiONS AND CONDITIONS OF USE:
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4, 2009. signed and sealed by Edmundo Largaespada.
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc„ dated March 13, 2009.
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tilteco, Inc, and signed and sealed by Waiter A. Tilld, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />2.'LSiBUCTURAL ENGINEERING CALCULAnQm
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on section 1820.2 of the Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER:
<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 />7.3, Product shall only be Installed Into poured concrete, concrete block, and
<br />wood tame structures.
<br />4800 S.W. 61 Street
<br />Davie, Florids33314
<br />dated 11/03/08 and 03/12/15, signed and sealed by Walter A. Tillit, Jr., P. E.
<br />1. PURPOSE OF EVALUAT_IQN;
<br />3. MISSILE IMPACT RESISTANCE
<br />Product Evaluation Report prepared by Wetter A. Tillit, Jr., P.E. (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. T11111% Jr., P.E. (System
<br />Large missile Impact under section 1520 of the Florida Building Code, as per
<br />No. 44167), President of Tilteco, Inc. (Florida CA-0006719).
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />TAS 201 Protocol.
<br />I n of the Florida Department of Dual ness and
<br />P�.ssion
<br />4, WIND LOADS Rfs$ISTANCE:
<br />AauHIaMNII,IN
<br />eR%r A:Z14t/.
<br />l Regu atiiod
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Maximum length shall boas Indicated 8, 10, 14, 15,
<br />--•''�CEN4' %
<br />1.
<br />This product Is being issued an Evaluation Report as described herein, and has
<br />been verified for complLance in accordance with the 2020 Seventh Edition of the
<br />pressures. panel on sheets
<br />10. 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />- -�
<br />. �-_'� • 44107
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />20.176. Maximum Anchor Spacing shall be as Indicated on sheets 8, 9, 10, 11,
<br />___ _ , *g
<br />* , *
<br />7 4.,eW:0' STATE OF z c>r
<br />at least equivalent to that required by the Code.
<br />14, 15, 17. 16, 19, 20 25 and 26 of 25, of Product Evaluation Document (P.E.D.),
<br />drawing No. 20.176.
<br />It G' "` I Rw :
<br />This Product Evaluation Report shall be subject to review and revision In case of
<br />$. INSTALLATION
<br />ryAr.
<br />„` ... A ok
<br />a Building Code change that may affect its limitations and conditions
<br />EIA
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2. EVIDENCE SUBMITTED;
<br />2.1- PRODUCT EVALUATION DOCUMENT_(P_.F.G.,i:
<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 />0:1 TTIILLTECO ADMON RECORD& I P. B. RENPORT.20 L GLOBAL, PROTECTION PRODUCTS, LLC 120 GAGE
<br />CAA VADZED STEEL STORM PANLLI DRVYO#2a170l REPORT 12DOr2d01
<br />Drawing No. 20-176, titled "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />Indicated on sheets S. 14, 16, 25 and 26 of 26. of Product Evaluation Document
<br />sheets 1 thru 26 of 26 prepared by iiheco, Inc.; signed and sealed by Walter
<br />(P.E.D.), drawing No. 20-176.
<br />A.A.
<br />Tlliit, Jr., P.E.; dated 07/28/2020. This drawing Is an integral part
<br />IIt lIs
<br />AAMAW1111lIINIrIIy
<br />WI
<br />Evaluation Report. �sWrA�rcR A, rj��'e.
<br />��.+-CEP A. 1144;TA%
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<br />y�•P. �GENse
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<br />-tee_ . 4A157
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<br />6355 N.W. 36th Street, Sidi: 305, Miami, Florida 33166 - Phone: (305) 871.1530 - , 8, ;
<br />�0141NIUII,,,LLNA
<br />INN.11, ,,,
<br />f3ENERAL.N4AEri:
<br />93) N CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW DON" RE FOUND ON THE
<br />EXISTING WALL. ANCHORS SHALL BE LONG ENOUGH TO KACH TH6'. MAN STRUCTURE BMW SUCH PANELS.
<br />1 STORM PANEL SHOW ON TIN$ PROOI/CE EWIEUVON W OOGENI IP E.D) HAS BEEN VERIFIED FOR COMPLNNCt W
<br />ACCORDANCE WON THE 2020 (rPI m"ION) OF TMC naeam st"Wa CoK
<br />ANCHORAGE IMALL A5 K MENTIONED IN ILI) AND IN EL2).
<br />r..,In.
<br />DESIGN WIND LOAD! SLCILL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MCNTN)NED CODE.
<br />(C) I0-DoMbG-.111=. 1MItL.sP.E''-'C' y - D- MIbL
<br />- 1/4-1 TAPCON ANCHORS, AS MNNUFACrUREp BY I I W aultm, IN -
<br />FOR A WIND SPEED AS TIMU p Br iNIE JURISOICiWN NS1[RE MLSE SHLTRR$ WII BE INSTALLLD AND,
<br />- #14-10 PANELN.TE TEMPLE 10 AND, PAMEIMATE PLUS ANCHORS. AS MANUFACTURED, BY ELOO CONSTRUCTION PRODUCTS
<br />'0
<br />FORA OWECTIONLAU YFACTOR Kd-O,8. USMG ASCE 7-16 AID SHALL NUE E%C£E➢ 1W W%RIUY (AS.D,)
<br />OESKN PRESSURE RATINGS INDICATED ON SHEETS 7 TWLU 12, 14. 15, 16. 19 a 70.
<br />- 1/4LAG SCK" PER N.D.S.
<br />- 7/14'W V 5/5' WOOD BUSHING, AS OISTRIBUTEO BY ALL POW, SCREW. BOLT a 'SPECIALTY E0.
<br />IN ORDER TO VDWY 1Hr ABOVE CONDITION. ULRNATE DESIGN WIND LOADS DETEeuMED PER ASCE 7-T6
<br />SHALL BE FIRST REDUCED TO AS.D DESIGN WIN0 LOADS BY MULTIPLYING THEM BY 06 IN ORDER TO
<br />C 1) MMIMUM TNREADCD PENETRATION MID WOOD OF TAPCON ANCORS SHALL BE I 1/2- AND 2- FOR ELCO PAAFWATE PUTS
<br />COMPARE TMM W/ MAN (AS.0) DESIGN PRE$SUM RATINGS NOICATM ON SHEETS 7 TFMU 12. $4, 15, 16. 19 • 20
<br />AND PANELI•LLE FEMALE O.
<br />1N DINER ro 1W ON PEA. AS WERE NOT OVER STRESSED. A 337E N AALGWAeLE
<br />AS
<br />C 2) MNIMUM THREADED PENETRATION OF lAC SCREW. INTO TM WOOD FRAME LMO SHALL BE ) 112'. NO IHREMED
<br />PENETRATION INTO STUCCO SHALL BE CONLOCM AS PART OF THE OCCUPIED THKQCD PflCM?ION.
<br />WOO.
<br />IN EN DITL
<br />s7eEE5 FOR NItO LONIS WAS tlIIL USED IN THEIR ANNALY9S. rASRAERS sIWCHG TO W000 N4A5 BEEN OEIERMHNFO N
<br />ADS ha YSI&
<br />ACCORDANCE WITH N.D.S. 2015.
<br />C 3) MINIMUM EDOE DISTANCE Or LAG SCREWS. INTO WOOD SHALL BE As MDICATED IN THIS DRAWING
<br />STORM PANEL'S ABEOWCY FOR IMPACT AND WIND RESISTANCE HAS RUN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF
<br />TM ABOVE NENOONM CODE AS PER HURRICANE ENGNFEReq h TESTING INC REPOIFIS 96-569. 96-570 a 96-T30 AND
<br />C4) MNM1M PCWMTK)N OF MOOD RUSHING SHALL BE 5/5'. 1/4' 1-20 SCREWS USED MIA" BE I 1/2' LONG MINIMUM
<br />FENESTRATION 1C61NG LAB ME,, REPORTS 12032 • 02124 . AS PROTOCOLS TAS, 201, TAS-202 AND TAS-203
<br />SHOULD STUCCO EXIST. AND I' MINIMUM FOR WALLS WNO STUCCO.
<br />TAW AS AKRICAI ZEST W a SOUTH FLORIDA REPORT /oa19Ai-o0. AS PER tAs tot. TAS 207 AND
<br />03 STANDARDS,
<br />TALL 203 SUM
<br />C5) M CASE TWl PKCAs STOW- OR PIECLSt CONCRETE PANELS. STUCCO 00 0000 BOARDS BE FOUND ON THE 1XISI'm
<br />WALL. ANCHORS 944LL K LONG ENOUGH TO NEA04 tK NAM STNA:tUK KH04D SUCH PANELS,
<br />EXDS.
<br />2 ALL ALlIAv/Il1M E111RI15IONS TO K 608S-T6 ALLOY AND TEMPER. (UTAER OMERwISt NOTED). SEE SHEET 2
<br />9ALL BE MDOIpING IN [O ), C2) a C4)
<br />3 ALL ALUMINOM SHEET METAL USED AT CLOSURES SHALL HAVE 31D5-814 ALLOY.
<br />01115 BE MI M
<br />(0) ANCI10R5 SWLL K ,N57ALLED rOLL.OMNc ALL D< THE RtCOYYFNGAnONS AND SPECIFICATIONS OF THE ANCNOA's MwurACTIRKN
<br />A ALL STEEL SHEET WEAL PANELS WA.L NAVE STRUCTURAL OUALM STEEL ASTM A-IL33 GRANGE 50 MINMU I. G-00
<br />GALVANIZED STEEL DESIGNATION W/TY. 595 MI (AFTER ROLLED).
<br />a. PANELS MAY ALSO K INSTALLED NORIIONULL.Y FOLLOWING INSTALLATION DETAILS SHOWN ON ACTION 3 TMNOUCH to (SHEETS 4
<br />THROUGH 6) ERCEYt 110AI HEADERS 0 a Q SHALL NOT BE USED.
<br />5. ALL SCREWS To K STAINLESS STEEL 304 OR 31a AIM SUES OR CORROSION RESISTNR C kTED CARBON STM AS PER
<br />ON 5O bi WELD STRENGTH AND 90 MN TENSILE STRENGTH III 511ALL COMPLY WI FLORIDA BLNLOeC CODE
<br />v IT SHALLHE BE ,RE57YONMNOY a BTHE CONTRACTOR r0 VERIFY FY TSOUNDNESS a THE STRUCTURE*HERESIRURU IS TO K
<br />" 24„11
<br />StCtON 2 3.3 ..
<br />ATTACHED TO INSURE PKPFR ANCHORAGE THIS ,NUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOW FRAME
<br />BINDINGS.
<br />e BOLTS TO BE WN A-307 CALVA M STEEL. OR AS1 504 SERIES SINNILM STEEL WITH 36 WI MINIMUM HEAD
<br />STRENGTH
<br />10. EACH REGULAR STORM PAIN. WITH LENGTHS OVF31 B'-e THROUGH 12'-4'. AS PER SECTIONS 0. S. 9 a 10 AMC ALTERNATIVES BW,
<br />T ANCI IONS TO WALL MALL BE AS FOLLOWS
<br />SW h 100 ON SHEETS 3. 6 h 12 RMDECMUY. SHALL HAVE'A LEGIBLE AND READILY V16NRE MAWING KPSMUCTING OWNER OR
<br />RNANt TO SECURE PANELS W" APPUCABIE REWORCEMEFIT DURING PERIODS OF HURRICANE WARN"
<br />(A) T9_,p(WM E91mf _QQt GLER_
<br />I I THE INSTALLATION CONTRACTOR IS TO SEA CAULK ALL %WrTEP Cowa aw EWES WHICH REMAIN IN CONTINUOUS CONTACT WITH
<br />- 1/4'• TAPCON ANCHORS AS MANUFACTURED BY , TW BULDEX. INC (Mt, C -3192 psi.)
<br />THE BUILDING TO PREVENT WIND/RAN 04TRUSION
<br />- 1/4• I A 7/6- CAL"i ANCWNS. AS MANUFACTURED BY DEWALT INC. (MN V -3000 P.WI.j
<br />• Ile. + 3/4' SOUD-SET ANCHORS, AS OISIRIWTED BY ALL PONT SCREW, VOLT h SPECIALTY CO.
<br />17 STORY PAID INSTALLATION SMALL COMPLY MBAR SPECS INDICATED IN INS DRAWING PINS Air BUILDING WINO ZONING REGULATIONS
<br />(YF-
<br />in. r3o00 P•I.)
<br />PROVIDED By THE JURISDICTION WHERE PERM" IS APPLIED TO
<br />- 114-to PAIEUMR FEMALE O h PAHFIMAR PLUS ANCHORS. AS MANIXACn1REO BY ELLO CONSTRUCT@N PRODUCTS
<br />(MN. 1•y-333o
<br />13 (•) THIS PRODUCT EIALWTION OOCLAENT (P.F D) PREPARED By THIS EMCINCER IS GENERIC AND OLYS NOT PRDWOL NrOPINATNIR
<br />P,.,R,)
<br />- 1/4'0 CT TAP -GNP ANCHORS, AS MANATACTIPIED BY TRU-rAST CORPORATION (r,:-3600 P-F.,.)
<br />FOR A SITE SKCFY PROJECT: I. WHERE THE SITE CONDITONS DrVNTr TOM DK P ,O
<br />A, 1) MOOMUM EYK37MENt OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4-: 2' FOR PANELWTIF FEMME
<br />(b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. PURCHASE AND NSTALLATION INCLUDING LIFE SAFETY Or THIS PRODUCT
<br />BASED ON THIS PEA. PROVIDED K/SHE DOES NOT WAATE FROM THE CONDITIONS DETA LID ON THIS DOCU,AENF
<br />O AM PANCINLIE PLUS AND I 1/4' TOR CF TAP -GRIP ANCHORS
<br />CONSTRUCTION SAFETY AT SITE IS 1141 CONTRACTOR'S RESPONSIBILITY
<br />A2) CALR-N h SOLID -SET ACHORS SNA, BE UKDOED 7/a- NTO tHE PONIED CONCREE NO EAREDIIENI INTO
<br />(r) T S PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED NVAUO N MODIFIED.
<br />STUCCO SHALL K PEWWTTOD I/.' 9-20 SCREWS USED SHALL BE 1 1/2' LONG MOMW SHOULD STUDW E"51,
<br />RD I' MINIMUM FOR WALLS WITH RO STUCCO. AN AAAY BE HEADED SCREWS OR ALL TNRFAOID SCREWS W/O HEAD.
<br />161 SIR SPECNN PRORCIS SHALL K PREPARED BY A FLUIWA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME TK
<br />OUT WITH HANG NUTS
<br />ENGINEER Or RECORD (E.DR.) FOR THE P*OJ[CT AND WHO WILL. BE RESPONSIBLE FOR rW
<br />PROPER USE OF TNIF PTO. ENQMW Or RECORD. ACTING AS A DELEGATED ENGINEER To THE
<br />.3) IN CAWTSE TPRECAST STONE. PRECAST CONCRETE PANEPAVERS, STUCCO PAVSTUCCO OR WOOD BOARDS K FOUND ON THE
<br />P.E.D E1Mx . 9441L SUBMIT TO THIS LATTEW THE SITE SPECIFIC DMWINGS FOR REW",
<br />EXISTING WALL OR FLOOR. ANCHORS SMALL BE LONG DOAN TO INACH THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS ANCHORAGE SHALL BE AS MENTIONED IN A 1) AND N A.2,
<br />(e) THIS P.CO SWNL BEM THE DATE AND ORIGINAL SEAL ANU SHURATURE OF THE PPM35IDNAL
<br />ENGINEER Oi REtdq THAT PREPARED O
<br />(a) la H—.RTRIG CONC___ n(DCII WALLA-;_ C-90
<br />- 1/.- • TAKON ANCHORS AS M HUFACIIRED By I I W SLIQU) N. INC
<br />14 SHUNER MANUFACTURER'S LIBEL SHALL BE LOCATED ON A READILY WSIBLE LOCATION AT STORM
<br />- ,/4' A , 7/5' CAI-N ANCHORS, AS MANUFACTURED BY DEWAL1 NC (MIN. I'.-I500 P...)
<br />PANEL SHUTTER N ACCORDANCE WITH SECTION 1709.9.3 Or FLORIDA WILOWG CODE. ONE LABEL
<br />SHALL BE PLACED FOR EVERY OPENING. LAKING t0 COMPLY WITH SECTION t7099.2 OF THE
<br />- i/4'10 F 3/4' SOUO-SET ANCHORS, AS DISTRIBUTED BY AIL P0041 SCREW. BOLT a SPECALTY Co.
<br />FLORIDA BWLOPRL CODE
<br />(WH C-law P.,J.)
<br />- 1/4-19 PANELMAR IOAUE O WINO PANf.LWR PLUS ANCHORS. AS MANUFACTURED BY CLCO CONSTRUCTION
<br />T1115 DMReq .SHALL OMLY K L16ED 10
<br />PRODU IS (MIN. FF-2071 OF I) N HNI/IIII/N+•-.
<br />A•
<br />IXLNN PERIWFi M THE STAR OF FLORpA
<br />-'41
<br />r/11
<br />- 114' • CIF TAP -GRIP ANDHONS. AS MANUFACTURED BY TRU-FAST LORPORAtION •11Ea
<br />/l
<br />�'','-`n
<br />91) MINIMUM EMBEOIEM T% TAPCON ANL14(I15, ILEA PANELWI[S ARID Cf TAP -CRP AMC1gR. INTO tl,F
<br />; _, FLORIDA BUILDINO CODE (Nigh V•loei NMrrlct
<br />VV
<br />BLOCK UNO SHALL BE ( 114',
<br />.40ro RT1L0. Na
<br />20 GAGE GALYAINZED snm STORM PANEL
<br />N0.4 187
<br />0.2) CLUI-IN • SOU& -SET ANCHORS SHALL BE EMBEDDED 7/6' INTO TE CONCRETE BLOCF LRN, NO 1
<br />INTO STUCCO SHALL K PERANTTED 1/4' 0-20 SCREWS USED SMALL BE 1 1/2- LONG YW41MUM \ GLOBAL PROTECTiON DUCTS I,LC:.
<br />*.q..C7•
<br />EITTST. AND I- MMMUM FOR WALLS MTN NO STUCCO.
<br />_ 11 2 .J IL� L --
<br />1L ECO IN
<br />TILLIT TESTING 8 ENGINEERING COMPANY
<br />WALTERA. MUT, TR. P.E. tilteonl&aol.com
<br />PRODUCT EVALUATION REPORT "T Lim -N. 44W
<br />FL,,A. LkFRl"_ . "%?IF
<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 P-rORGUMPtaductsA.=
<br />48M S.W. 51 Street
<br />Davie, Florida 33314
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report Issued by Walter A. Tlllit, Jr., P.E. (System
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />51620-3. Method I 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 affect its limitations and conditions
<br />2. EVIDENCE SUBMITTED:
<br />2.1. PRODUCT 19YALLIAPON DOCUMENT (P.E.D.);
<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 07127/2020. This drawing Is an intewr�1+1f4tf'froijrls
<br />Evaluation Report. `.;'�.._„....T.."",-ry
<br />�� =Za DENS, :'��
<br />:- . 4167
<br />/ 67A EOF ;�k,
<br />�''•
<br />6355 N.W. 36tb &net, Suite 305, Miami, Florida 33166 -Phone: (305) 871-illw 1ptq(36?��; K_I
<br />COMPONENTS FOR REGULAR dt LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-17
<br />_---_.-_-__.IS.te6-nOTK MOTH) -._... __ __..__. _...- -...-. ..... _- .._.....--- .. ,...1a 196•(TOTAL WOTH).
<br />12.500' (EFFECTIVE WIDTH) -- - _...-.....--- -- i '
<br />I. -
<br />I '• ,,,r. ; :r ,1.350'--', ��L o,0-W M94 TOOK ,.350'-7,; 'S
<br />-T_Ilk
<br />CAVAN= SREL
<br />I.
<br />I(� // IT - 2.657• o,ow bw THNX 1RyMEQ. ^' ` /r I 1 * 2.e97` I ORAR SO ,tE,p,[p 4'
<br />,r 1 -9 GALVAMM IFTTIL EDDE / ✓ ( d I 0-00 GKv. �
<br />a.opa RZ l% , TFP \ ASIY A-1g3 7.0� .24'i - `
<br />�T�
<br />R.7 DRIVE s0 AraaNY DRAL AJ ` - —_ �' DETAIL Air
<br />\.
<br />EDGE C-60 GALV. I EDGE .
<br />1 \ -�YL . � Ml' L �AL A � L ,- 4e.e
<br />-- --------.------- - - -- __.. .. _ . __ T
<br />.._ __ . --6aS0 _--- ...._ - -1.350'
<br />(D STORY PANE L 4 END STORY PANEL
<br />Cv -a.157•
<br />W
<br />LiSo - - --- -- 2.,e7
<br />Nr41QS 0A W �/'"/- 1 t00' R Hl �2S' 750',- 1/4•F70. 1/4,F_20. .125•
<br />W/'AEI01[b [D(Y % I .100' ,E a SO a
<br />' l (. 25' -.� stlD •MTrn TO RR.CirD - „750'•-
<br />/, 1w Ow I .7lv' i ! ro ARGUE
<br />• ro A1101t • , )
<br />r' i 1
<br />/ OEM 12 r/r o.e11. ,2 1/r STUDo.e.
<br />� y : io.05' 3.375• ,09T .093• 1M1.
<br />• I".2.000• ,.500' 9n -_830•9JB'YE '•"6�50`2 1 5` ( I META• I .�gei 112111 xTAI I I
<br />R a ]73 . 1125-
<br />. I
<br />( A) �--I,OO"CI i.. .-... S• U... _._ . _.__.._....� � ,_-1,5w. � 1_-, 500•
<br />ISOMETRIC VIEW DETAIL A_'� rut 2.0111
<br />ROUNDED CORNER • ENDS Of PANEL'S
<br />END W W( NDAYE➢ EIIGE. aO "h' HEADER (�3 "U" HEADER 4O � ® ANGLE WITH STUD
<br />REVERSE STUD
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<br />MtODLTC 1' V V4L(;ATION RirP()RT NO. 2047,17.01 2
<br />2.2. TEST REPORTS:
<br />Large missile impact load tests were performed under SSTD 12-M standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section
<br />1709.8.3, per ASTM E-330. Teel reports prepared by American Testing
<br />Lab of South Florida, Repoli # 0814.01-01 dated 03/11/02 witnessed by William
<br />R. Mehner, P.E., Boriz Moroz, P,E. and Henry Hattem, P.E. and Report No.
<br />0219.01-09, 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 1809.1.2 of the Florida
<br />Building Code. Teat Report prepared by Americen Testing Lab of South Florida,
<br />Report No. I123.01-10, 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, 2000,
<br />slgned and sealed by Frank Grate, P.E, as per ASTM E-8 and Tensile Teed as
<br />per QC Metallurgical Report Na 1 OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofano, P.E. as per ASTM E-8.
<br />2.3. STRUCTURAL ENGINEERING CALCU ATInNc;
<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 Tlltsoo,
<br />Inc., dated 12/18/10 and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 'nut, Jr., P.E.
<br />3. MISSILE IMPACT RESiTANCE:
<br />Large missile Impact under section IW9.1,2 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 6, 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.
<br />00011111
<br />' Ns'11 �9
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<br />7r a 7/� Llrj * 'Tit
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<br />1AFSLS NA4 C`D.N
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<br />T
<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 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.176.
<br />6, .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 1 B, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20478.
<br />7. LIMITATIONS AND CONDPIIONS 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 Tllteco, Inc. and signed and sealed by Wetter A. 71111, Jr., P.E.
<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 Welter A. Tfllit, Jr., P.E. (Florida License
<br />No. "I67), President of Tifteco, Inc. (Florida CA-OW6719).
<br />Vr�
<br />�3`'�CENSF''"'Fci 7G�,
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