|
I ILI ECO imc\
<br />TILLIT TESTING A ENGINEERING COMPANY
<br />rRODUCT ENIAIJUILON 2
<br />2.2. TE ST REPQR-Ts:
<br />Large misi§lle Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as par sectlon 1626 of the Florida Building Code. Uniform static leads
<br />Vknor; RM= rip, 20.M$,Ol
<br />6. MATERIAL CHARACTERLUMCS-AND SPECIFICATIONS:
<br />Shall be strictly in accordance with General Notes and Components indicated on
<br />sheet 1, 2 and 22 of 213� of Product Evaluation Document (P. E. D,),, drawing
<br />WATTRA, A- TILUTjR., F1,
<br />F1.112 L&\A 44114M
<br />as per TAS 202 Protocol. Test raparts prepared by Hurricane Engineering &
<br />No.20.lim Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />Testing, Inc., Reports # 96-569 dated 08/01)119.96, #96-570 dated 09/1811996,
<br />26, of Product Evaluation Document (P.E,D.). draviring No. 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 091201199§, all three signed and sealed by Hector M. Medina,
<br />P-E., Fenestration Testing Laboratory, Inc, reports# 2032 dated 0411&1998 and
<br /># 2126 dated 10/0611008 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7- LIMITA71QNS AND _C0.1140111101 MUSE:
<br />REPORT NO.: 20-0728.01
<br />0219,01-00,, dated March 4,2000, signed and seated 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 I of 26, as well as General Notes# 1 thru 4 and 11 thru 1B, indicated
<br />on sheet 21 of26 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 T11teco, Inc, and sIgned'and sealed by Walter A. Tillit, Jr,, P,E,
<br />PRODUCT SUS,CATEOOAY-, Storm Panels
<br />2A-,-SJJ3-U-CTURALENGINEERING CAL&ULATIONSi
<br />7.2. Product maybe inStalled within HIGH VELOCITY HURRICANF-ZON58 as
<br />On 20 Gage GalvanizedSteel Storm Panel for maximurn panel length vs. design
<br />defined onsectlon 1620.2.ofthe Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />Wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection ftodijigft I.I.Q.
<br />length based on rational and comparative analysis, and In accordance with
<br />section 1616 ofthe Florida Building Code. Calculations prepared by Tilteco, Inc_
<br />I
<br />7.3. Product shall only 1.40 Installed Into poured concrete, concrete block, and
<br />wood frame s rea.
<br />-tructw
<br />4800 S,,,W , S I Street
<br />Davie, Flodda33314
<br />dated 11103/00 and 03ii 2M 5, signed and seIled by Walter A. Tillit, Jr., RE,
<br />1. PURPOSE OF WALUATION,
<br />3. MISSILE IMP -ACT RESIMNCE.
<br />Product Evaluation Report prepared by-Waftr A. Tillit,Jr., RE, (Florida License
<br />This is a Product Evaluation Report Issued by Walter A. 111111, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />TAS 201 Protocol.
<br />No. 44167), President ofTilteco, Inm (Florida CA-O ON719).
<br />JD # 1,906) to the Glolball Protection Products, LLC, Rule Chapter No.
<br />61 G204, Method I D:,of the Florida Department of Business and
<br />Proiessforial Rev' lation.
<br />4-M-RD-W-A.DS MISTANCE.
<br />20 Gage Galvanized Steel Storm Panel has bean verified to sustain wind
<br />-yN 6e % * - t
<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall beas Indicated on sheets 8, 10, 14,15,
<br />44167
<br />boon verified for compliance In accordance with the 2020 Seventh Edition of the
<br />16, 19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />Florida Building Code, and to verify that the product It for the pLffpo$e Intended
<br />20-176, Maximum Anchor Spacing shall bees Indicated on shoets.8, gi 10, 11,
<br />14, 15, 17,116, 19, 20 26 and 26 of 28, of Product Evaluation Document �P.E. D.),
<br />STATE OF
<br />at least 'quive 8 nt to that required by the Code.
<br />drawing No. 20-176,
<br />A40RO
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />StON IL'.
<br />a Building Code change that may affect its limitations and conditions
<br />5. INSTALLABON:
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WAT�LL
<br />Z-EVIDIENCE SUBMITTEM
<br />sheets 3 thru 7, 10 thru 2q, 23, 24 and 26 of 26, of Product Evaluation Document
<br />,
<br />DA TILTECO AOMON REdORDSLI P. E. RFPOFM20 kJOL10IIIAL PikOTECTION PRODUCTS, LLC I 20,31kcm
<br />2-ti.PR,opucTEyALuATtoNDQC MENT(P.EM-j:
<br />(P,E.D.), drawing No. 20-176, Minimum separation to glass sha 11 be as
<br />GALVANIZED STML STORM PANIEU DRft 76 REPORT III 20-428LDI
<br />Drawing No. 20-176, tMed "110 GAGE GALVANIZED STEEL STORM PANEU1,
<br />Indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document
<br />sheets I thru 26 of 26 prepared by'rifteco, Inc.; signed and sealed by Waiter A.
<br />(P. E.D.), drawIng No. 20-176.
<br />Tillit, Jr., PE.; dated 0712$/2020. This drawing Wan integral part RAITN's-
<br />A%kHI111HII,40,,
<br />Evaluation Report,
<br />A,
<br />... ........
<br />SA
<br />.�X;Rs N
<br />0
<br />,
<br />NO, 44167
<br />167
<br />STATE OF
<br />OP In
<br />63M N.W. 3ft Street, Suite 305, Miami, Florida.13166 Phone.-
<br />- (�05) 871-1530 -
<br />mi�
<br />8-3) IN CASE tMT PRECAST SIONE. OR PRECAST CONCRUE PANELS, SPUCCO OR WOW BOARDS BE F"D ON THE
<br />gym am am"
<br />EXISTING WALL W:"M SHALL BE LONG ENOUGH TO MAW THE MAIN SnIUCTURE SENIND SUCH PANELS�
<br />1. STORM PARM SHOWN ON THIS PRODUCT MUKTON DOCUWMT (RED.) I-M KCN VERIFIED MR COMPLIANCE Of
<br />ANCHORAGE SWAL BE AS MENTIONED IN 9.1) AND IN 6.21.
<br />ACCOROA� WITH THE 2020 (M EDITION) OF THE FLORIDA BUILOWIC CDM
<br />(C) Ly ,
<br />DESIGN WIND LOAD$ SHALL BE DETERMINED AS PER SECT" I= Of THE ASCht MDMONED COCE.
<br />MR A A%REW% THE nms WILL BE INSTALLED AND
<br />NOZ SKOX
<br />I �g Ii
<br />/4-0 TAPCON ANCIORS. MAS MA12FACT11RED BY I.T.W. %M= INC.
<br />#1�10 PARELMATE POME 10 AND FANS.VATE PLUS ANCHORS, AS MANUPACTURED Erf ELCO CONSTRUCTION PROMCM
<br />MR A =C= CTOR X115 USXWX T-IIHAMND EXMG THE MAXIMM C&S 0)
<br />1'�4 0.�f $00015 PM
<br />DES" PRESSURE MTN" INDICATED ON SHEETS 7 THRU IZ Ik 15. 15, 10 & 20.
<br />7 1; 5/W' *000 SUSHM AS OISTRWED BY ALL POINT SCREW. BOLT III SPECIALTY CO.
<br />IN ORDER TO VD*'Y THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS OMMINED PER ASGE 7-10
<br />SK-AL BE FIRST REDUCED TO AS.D. DESIGN WIND LOADS BY MULTIPLYING THIDA BY OS IN ORDER TO
<br />C,t) MINIMUM THREADED PENETRATION INTO WOOD, OF TAPOON ANCHORS WILL BE 1 1/2' AND 2* FOR aCQ PANELMXM PLUS
<br />COMPARE TIM W/ VAX (ALSO) DWGN �M RATINGS INDICATED ON SHEETS 7 THRU 12. 14, 15, 16, 12 & 20.
<br />AND PANELMALE FEAALE ID,
<br />IN ORDER TO VERITY THAT ANCKM ON THIS PZO AS TESTED WERE NOT OVER STRESSED. A 33X INCREASE IN ALLOWABLE
<br />C-2) MINIMUM THREADED PENURVION OF LAO SQ"� MW THE WOOD FRAME UNIT SHALL BE 1 i1r. No THREADED
<br />PENETRATION INTO STUCCO SMALL BE CONSIDERED AS PART OF THE REQUIRED THREADED PENETRATION.
<br />S74ESS FOR WIND LOAM WAS WL USED IN W401 ANALYSIS, FASTENERS SPACING TO WOOD HAS BEEN OVERIANED N
<br />ACCORDANCE WITH NAS. 2018.
<br />C,3) MIMIMUIM EDGE DISTANCE Of LAO SCREWS, INTO WOW SNAU BE AS INDICATED IN THIS ORWANG
<br />"$A PACT AND AM RESISTANCE HAS BEEN VMCD IN ACCORDANCE WON SKTION 162a Or
<br />CEO
<br />r
<br />A VrUMASIM ER 14URRICAMIE ENGINEERING 4 TESTING INC. WORM 94-662, 9S-%7C & 90-130 AND
<br />") MINIMUM PENETRATION OF WOW BUSHM BE SZ. 1/4' 0-2D SCREWS USED SHALL BE 1 1/2* LONG MUM
<br />=1
<br />FENESTRATION TESTING LW iw� REPORTS #2032 & j2V26 , AS PROTOCOLS TAS-2QI, TAS�202 AND US-203�
<br />1. MINIMUM
<br />SHOAAUD STUCCO EXIST. 00 WALLS No STUCCO.
<br />AS WELL AS AMERICAN TEST I" OF SOUTH FLORIDA WORT 10219.01-09, AS PER TAS 201. TAB M AND
<br />10S 203 STANWADS.
<br />CS) IN otm IMT PRVAV CONCAVE PANELS. STUACOD OR WOOD BOARDS BE FOUND ON THE DOV004
<br />=17T
<br />2. ALL ALUMINUM MRUIPONS TO BE 60621-14 AULOY AND TEMPER. WESS OTHERWISE NOTED), SEE 94EET 2,
<br />WALL, ANCHORS SKALL REACH THE MAIN STRUCTURE 000 SUCH PANCILS4
<br />AWWRAGE SHALL BE AS MUMONVO IN CA). C.2) A C44)
<br />1 ALL AILUMINUM SNEU METAL USED AT CLOSURES SHAD, HANE 3105-1414 ALLOt
<br />(0) ANCHORS WALL BE INSTALLED FOLLOWING ALL OF THE RFOOMMU"MONS AND SPIDGIFICATIONS OF THE ANCHOR'S MANUFACTURER
<br />4. ALL STM SHM MEW PANELS SNALL KAYE STRUCTURAL QUALITY UEQ- ASTM A-GW GRAGE 30 WOMM G-60
<br />GALVANIZED Ma DESIGNATION W/FY- S" kii (MIER ROLLED).
<br />8, PMELS MAY ALSO BE INSTALLED VOROWTAMY FOLLOWING 4WALLATION DETAILS SHOWN ON SECTION 3 THROUGH 10 (SHeas
<br />THROUGH 6) EXCVT THAT iMADEitS 0 & Q SHALL NOT BE VSED�
<br />5, ALL SCREWS TO BE STAINLESS SML 304 09 ZA6 AISI SERIES OR CORROSION ASSISTANT COAM CARBON STEEL AS PER
<br />ON 501)1111
<br />1�4 kin TOLD SMENGM AND 90 W TENSILE STRENGTH & SHALL COMPLY W/ FUCRM BUILDING —
<br />9 IT SHALL BE THE RESPONSIBILITY OF THE COW01ACYOR 70 VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUM IS TO K
<br />W�
<br />SECTION 24, .3Z
<br />ATV4HED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL MY BE ATTACHED TO COWAM BLOCK OR WOOD FRAW
<br />BUILDINGS,
<br />& BOLTS TO BE ASIM �307 GALWXM StM OR AISI 304 SERIES STAINLESS STECL. WIN 36 k.1 MINIMUM YIELD
<br />STRENGTH,
<br />IM EACH REG" STM PANEL WITH LENGIHS OVER W-8 THROUGH W-4*. AS
<br />OW & IOW Y VMSI'i!LMW& 10 AND ALTERNMWTS OW,
<br />& 12 RESPEDINUY' SHALL ME A LIEMBLE Me *C"RUCTING OWNER OR
<br />7. ANCHORS TO WALL SN� BE AS POLI.Oft-
<br />PMV
<br />g1gr
<br />Iowa TO WITH APPLICABLE REINFORCEMENT "ING PU0OOS OFNURRICANE WARNSM
<br />(A)
<br />lt� THE INSTALLATION CONTRACTOR 15 TO ALI, SkUM COMPONENT EDGES W44H REMAIN IN CONTINUOUS CONTACT WITH
<br />t/4-0 TAPOOR ANMRS AS MANWACIURED BY I.T.W. SUILDEX, INC� (MI.. V4-3f92 P�.L)
<br />YK BUILDING TO Pftvw WtNO/RNN,
<br />/V # . 71W CALK-01 ANCHORS. AS UhNUFACKIFIED BY OEW&T INC. (WIN. Vc-VOO p.J.)
<br />1/4*0 1 3/4� SOUD-SET ANCHORS. AS DISTRIBUTED BY ALL POINT SCREW, 13OLT & SPECIALTY CO.
<br />12. STORM PANEL INSCA"" SHALL COMPLY WITH SPECS INDICATED IN THIS ORO" PLUS ANY BUILDINIC AM ZON14G REGULATOIS
<br />(kft r..3000 P.�L)
<br />PROMED BY THE JURISDICTION WHERE POW IS APPLIED TO
<br />#14-10 PANCLUXTE FEMALE 0 & PANRWTE PLUS ANCHORS, AS MANUFACTURED BY ELCO CMmftcnm PRODUCTS.
<br />(NN. V-3350 P-1.)
<br />13. (a) THIS PRODUCT EVALUA71ON DOCUMENT (P.E-Dj PRrPAM Or THIS ENGINEER is aowJIIC AND Don NOT PRoVd)E woFwAT*"
<br />Ile* OF TAP-ORIP ANCHORS. AS WAUFACTURED BY TRU-rASr CORPORATION (I"a-UGG PA.L)
<br />FOR A SITE WVOIC PROJECT; Le. WHWE THE SITE CONDITIONS COMTE FROM 1K P,E.D,
<br />Al) MINIMUM EMEEDWRO OF TAPCON AW19ft INTO P"AW CONCRETE SHALL K 1 3/4, 2- FOR PANaMAJE FEI AALE
<br />W CONTRACTOR 10 BE RESPONSIBLE FOR THE SELECTION, PuRCHAX AMC wWxAAnoN mcLumm LIFE SAFETY OF THIS PRODUCT
<br />BASED ONTHIS 1-�U. POWDOG "HE DOES NOT WMTC FROM THE CONDITIONS DEUILED ON THIS DOMAiew.
<br />0 AW PANDWIX PLUS AND 1 V/4- FOR CF TAP-=P ANCHORS,
<br />CONSTRUCTION SAFETY AT SITE IS THE WNTRACTORS POPONSWILM.
<br />A2) CAUK-IN & SOW -SET M040AS SHALL BE EMBEDDED 7JV INTO THE POURED CONCRETE. No MBEGMENT INTO
<br />(c) THIS PRODUCT 010LUATION DOCUMENT WILL BE CONSMED INVALID IF MODIFIED.
<br />9=0 %WL BE PERIVIED. 1/4' 0-20 S=WS USED 2041 BE 1 1/2' LOUD MINIMUM SHOULD STUDDO EXUIT,
<br />NO ?* MINIMUM FUR WALLS WITH NO SnADCO. AND MAY BE HEADED SCREWS OR ALL THREADED SCREWS W/O HEAD,
<br />W SITE SPECIFIC PROJECTS SHAtl BE PRVARM By A FLORIDA REGISTER19) ENGINEER OR ARCHITECT WHICH WILL BECOME PRE
<br />BUT WITH WING HUTS.
<br />ENGINEER OF RMORD (EDP-) FOR THE PROJECT AND WHO WILL SC RESPONSIBLE FOR THE
<br />PROM USE OF THE P1.0- IONGINCER OF' RECORD. ACTING AS A 00I.EGAM VM4MR 70 THE
<br />k33 IN OM TOM PWAAST STOW. PRECAST CONCRETE PARMS. PAMERS, STUCCO OR WOOD BOARDS BE MIND ON THE
<br />OX.D. ENGINEER, SMALL SUBMIT 10 THIS LATITR THE SITE SPECIFIC DRAWINGS Fait WAEW.
<br />OWING WALL OR FLOOrt ANCHORS SHAUL BE LONG DMGH TO WAC*4 THE MAIN STRUCTURE BEHIND SUCH
<br />PANELS, MOHM40E SHALL W AS MIXTIONED IN A.1) AND IN A,2)�
<br />(0) THIS P.E.D. SHAUL WAR THE DATE AND DRIOWAL SM AND SMATURE Of THE PROFESSIONAL,
<br />ENGINEER OF RECORD OAT PREPARED IT.
<br />ALL ASHI C
<br />!Qlale # TAPODONANCHIMIft'sMAM)FACTURED By 1. T. W. SUILM, INC.
<br />WW
<br />14 ;:��WNUF
<br />14%�LABEL BE L=. ON A READILY VISIBLE LOCATION AT STORM
<br />Wrg�� 3 OF FLORIDA BUILDING COX ONE LABM
<br />Ij4" 0 CALK-W ANCWFM AS MAAWACRM BY DEWALT INC. (WN. 1'�IISDD pxj.)
<br />SHAILL BE PLACED FOR EVERY OPENING LWaING TO COMPLY WITH SECOON I 709MA? OF THE
<br />1/4-0 9 314- SOUG-SET ANCHORS, AS DISTRIBUTED BY ALL POW SCREW, BOLT & SPECiALTY CO.
<br />FLORIDA BUILDING OWE
<br />(MIN. r-1800 P.J.)
<br />014-10 PAKELWIE FIDJAUL ID AND PARELMATE PLUS ANCHORS. AS MANUFACTURED BY ELOO CONSMX*WN
<br />SHALL ONLY BE USED TO
<br />=--=K=
<br />PRODUCTS ( IN 1HE "TE OF FLOWU4
<br />Ile 0 OF 'r AS MANUFACTURED BY TRU-FAST CORPORATION
<br />9.1) MINIMUM EMSOMMENT OF TAPCON AADIORS, ELOD PANELI&ATES no OF TAP-GIKP ANCHOR.
<br />FLORIDA BUILDING CODE (High Velocity Hunica
<br />KOCK UNIT SMALL BE 1 1/4% ---f
<br />NO. 41187 .1
<br />IM01%) XIM W-
<br />20 UDE GALVAWZED STEEL STORM PMEL
<br />9.2) CAUK-4N & SOUD-SU ANCHORS SHALL BE EMBEDDED 7/e WTD THE CONVmUE BLOCK
<br />INTO UVCCO SHALL BE PERWITED 1/-V *-20 SCREWS USED SHALL BE 1 1/2- LOW N=;J'-'=V.GG
<br />EXAU. AND I- MINIMUM FOR WALLS WIN NO SIXICCO.
<br />IL
<br />-rTp—co
<br />IGLOW PROTECTIc UCM U
<br />M PROD C.
<br />WALL MQYMIING
<br />�W zt-i Eli I ki I 1011ZE 11 Atli ZAJ *i1jWTA;r3kT3[I�-14fflF Xi L
<br />am a TwUmm 0) \\A
<br />=HQ All EM MOUNTINQ
<br />W%,;
<br />COMM PDURED
<br />CONCRETE
<br />IN Im
<br />am 00
<br />12 1/r
<br />- -.0
<br />III
<br />RUILb tw OMM ALTERNATE Ili QUIT MQUN71Wx
<br />15%,A
<br />ED. - EDDIE D15DkNCE I
<br />(SEE SCHEDULE ON
<br />S HEM 8 & 9)
<br />DI-9
<br />TOP & BOTTOM MOIJUTINGS 0
<br />COMBINED IN AW WAY TO SUIT
<br />PANELS END UP
<br />7�
<br />WMEW VIEW W& A
<br />ROUNDED CORNER III ENDS OF PANEVS
<br />END LIP W/ HE]INED EDGE.
<br />(N.T.S)
<br />0 2'*X7*Xl ZC
<br />ALUMINUM ANGLE
<br />(�) "h" ffxn
<br />I L I ECO mc'
<br />PRODUCI EYALUATIM REPORT
<br />REPORTNO.- 20-0727.02
<br />DATE: July27,20210
<br />PRODUCT CATEGORY� Shutters
<br />PRODUCT SUIB-CATEGORY. Storm Panels
<br />PRODUCT NAME: 24 GAGE GALVANIZE() STEEL STORM
<br />PANEL
<br />MANUFACTURER: Global Protection PMdu0&,=
<br />4800 S.W. 51 Street
<br />Daviai Florida 33,31-4
<br />1� PURPOSE OF EVALUATIQN:
<br />This isa Product Evaluation Report issued byWaftrA. T11111t, Jr., P.E. (System
<br />ID # 1906) to the Olobal Protertion Products, LLC, Rule -Chapter No.
<br />01,G24-3, Method I-D of the Florida Departirrient of Business and
<br />Professional Regulation.
<br />This proquet Is being Issued an Evaluation Report as described herein, and has
<br />been verified for complip nce in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, ond to verily that the product'Isfor the purpose Intended
<br />at least equivalent to that required bythe, Code,
<br />This Product Evaluation Report shall be�subjeict to review and revision In case of
<br />a Building -Code change that may affect its limitations and conditions
<br />2. EVIDENCE SUSM17,17TED:
<br />2.1. PRODUCT EVALUATION DOCUMENT (P.E.q.j:
<br />Drawing No. 20-175, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thm 18 of 18 prepared by Tilterlo, Inci; signed and seated by Walter A.
<br />Tillit, Jr�, P.E,; dated 0712712.020, This drawing is an inteR 140#11s
<br />Evaluation Report.
<br />161
<br />6355N-W, 36th Street, Suite 305, NawL Flotida331.66 - Phane:(305) 871-
<br />I
<br />V-1s. Sim 1114M
<br />TO OWLS 0
<br />III sIr a&
<br />Simla--
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<br />U. Elf
<br />I= (�) AME ANGUE Wn STUD
<br />i6
<br />12
<br />X4' .374* on-
<br />-71.- 1 1310-
<br />JOG`
<br />Fi r 50"
<br />25'
<br />11 tw. AAMW"S 0 12 1/2'
<br />.375"
<br />.671*
<br />"71-
<br />.or ZED* L J
<br />I W,00
<br />*F*- JWK ANGLE .,:C -TRACK
<br />.Ow
<br />STEEL
<br />t
<br />T11j
<br />E�N,�
<br />No. 44167
<br />STOE OF
<br />*a FLOPJOA BUILDNG CODE (fth V"
<br />WMM
<br />Or PANOL OHM namu IMM. 20 GAGE GALVANM STEEL STORM I
<br />1875- WING NVT
<br />qO
<br />0+4 0 Al Im If T, MNE C —0�1-e GLOBAL PROTECTION PRODUCT!
<br />AHNAV 4WjISI STROD
<br />AMUMTAW, USE WW NUR W/Our ft A!jLVIM* WMAAW 3W$4
<br />MONOLITHIC W&GER W/ A000IONAL
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<br />comallut ANCROAS
<br />CUT= Z
<br />Namu"
<br />Met 11' WIDE . `AIRIES �
<br />W" ALUM. TUSE 09 1.
<br />P t WOOD PLUE SPACIM
<br />OONCREM ANCHDRS
<br />=41CHUOULE ON
<br />Ginn; a n"XQq 2)
<br />01
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<br />CASE 8
<br />so" 3/15ml-
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<br />- - - - - - UK-- MAI 1IwMmI'.0 4
<br />I" NOW 0
<br />\,<<D
<br />Ex� . EWE 01515ANICE I I
<br />(SEE SCHEDULE ON CASE F
<br />SHEVS 8 & 9) 3/1
<br />NOTE EM C
<br />TOP & WITOM MouNnM CM BE
<br />COME914ED IN ANY WAY TO SUIT ANY CASE E CIL
<br />IRSTALLATON. SCALE .3/15--'W'
<br />0= TIOMM W- F.01
<br />No DRAW in,
<br />20 ONE G&VANIXED STEEL am PANEL
<br />44167
<br />GLOBAL PROTECTION PRODUCTS, LLC
<br />jj�� SATE 4W S.W. 61 SMW —
<br />DW7- n- 3M14
<br />Fft (MA)GIA-mv 20-176
<br />WOO 5 or,28
<br />2
<br />Large rnisalle Impact load�lasts were performed under SSTD 12-99 standard as
<br />per section 1609.1.2,ofthe Florida,Bwilding Code. Uniform static foads as per
<br />Sedion 11709,13,3, per ASTM E�330. Test reports prepared byAmeriQanTeStlng
<br />Lab of South Florida, Report # 0814.01-01 dated 03111102 witnessed by William
<br />R. Mohner, P.E- Boriz Moroz, P.E-and Henry Hattem, P.E ' and Report No.
<br />0219.01-09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largaespada, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadipp per ProtocolsTAS 201 & 20 as par section 1609,1.2 ofthe Florida
<br />Building Code. Test Report prepared by American Testing Ub of South Florida,
<br />Report No. 1123.01 -1 O� daded Nevernber.23, 2010, signed and satIled by Juilo E.
<br />Gonzalez, P.E.
<br />Tensile test report No. GCM-19$ by QQ 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 00 Metallurgical Report No, I OKM-1 318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciolario, P.E, as per ASTM E-8.
<br />2.3. 3MCTURAL 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 />emetion 1604 of the Florida Building Code. Calculations prepared by Tllteco,
<br />Inc., dated 12118110 and 08127113 (for this revision), signed and sealed by Walter
<br />A. Tillit, Jr., P.E,
<br />X ML661LE IMPACT RESISTAN-C-F-
<br />Large missile Impact under section 1130.1.2 of the Florida Building -Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />4. WIND W�S'RESI[STANCE:
<br />24 Gage (�Atvanlzed Steel Storm Panal has heen verified to sustain wind
<br />pressures. Maximum panel length shall be as indicated on shsets�3,9, 10, 11,
<br />12 and V of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-176,
<br />Maximum Anchor Spacing shall be. as indicated on sheets 5,,9, 10, 11, 18 thru 16
<br />and 18.,of 18, of Product Evaluation Do'Ournerit (P.E.D.), drawing No. 20-17k.
<br />24 Gage Galvanized Steel Storm Panel has boon verified for code compliance to,
<br />work as a non-porous,storm shutter assembly, as par SSTO 12-99 Standard.
<br />� V&TL0XRXZQRTNA-M-92" '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, IS, 13, 14, 16, iS and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />-UMATE-911 L CHARACTERI"CS AND SPECIFICATIQNS:
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18,-of Product Evaluation Document (P,E.D,), drawIng No.
<br />20-176.
<br />Anchor Specifications shall be as indicated on sheet I of 181 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 I of 18 of Product Evaluation Document (P,E.D.), drawing No. 20-175
<br />prepared by Tilteco, Inc. and signed and seated by Walter A. T11111, Jr., P.E.
<br />7.2, Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section 16202 of the Florida Building Code,
<br />7.a. Product shall only be Installed into poured concrete, concrete block, and
<br />wood frame stnicturag.
<br />Product Evaluation Report prepared by Walter A. THIlt, Jr., P.E. (Florlda License
<br />No, 44167), President of Tifteco, Inc. (Florida CA-0006719).
<br />1/4, 2/4, 3/4, 4/4, 6/5, 7/5,
<br />-0IW/10. 2W/10, 3W/10, 4W/10.
<br />10,
<br />5W/10. SW/11 & 7W/111
<br />-21' MAX -. FOR CONCRETE SEE SCHEDULE ON SHEETS a & 9 3' LOX
<br />—AWHDRS
<br />Mft MR WOOD SEE SECTIONS ON SHEETS 10 1- MIN.
<br />D. M., 4
<br />BOLTED PANELS W/ 1 6-200
<br />11;1� 3/32
<br />(SEE TL1111/0AL
<br />DO (SEE StcnOits As APPLrAmo
<br />MAX WX
<br />MR. MIN.
<br />�11/W4jj 2/4. 3/4, 4/4, 5/5, 7/5, 1:
<br />0. 2W/10. 3W/10. 4W/10, 6/5
<br />5W1IO. 01111 & 7W/11
<br />ANCHORS FOR COW -RUE =ErJ6ON $In& 9
<br />FOR WOW SEE EUS 11
<br />REQUAR SIORM PANEU d) A Q ELEVATION
<br />N.T.S,
<br />2.67* Ile GAP
<br />(MIN MW 1 Wou: WLLM
<br />114�
<br />VAX. GAP
<br />EN FLORIDA BUILDING IDODE (Nigh Woolly Nu can* Zone)]
<br />W11210 vp�
<br />44167 20 RACE QLVANIZED STEEL STORM PMEL MAIN, On
<br />5ECT110 A -DIAL PROTECTION PRODUCM I.I.C.
<br />kt& am
<br />URI 20-176
<br />-MV.-
<br />....... RMSTM121 OWAOC ft
<br />k� PM
<br />MW a or 26
<br />INSIAUAIION QETAILS FOR REGULAR EANELSCj)
<br />IM EXISTING PgUREQ QONCRE-TE OR Q0bj!ZRETE BLOCK STRUCTURES
<br />�__-ANCHDRS, FOR . SEE ..L1 ON SH. a
<br />CONCRUE FOR WOW SIM SECTIONS ON SHMM 12
<br />CONCRUE BLOCK 2.6r
<br />REQUIRED AMIRED REQUIRED 0~ -1 *OE wuvo 11 W..
<br />CONCRETE ANCIM CONCRUE ANCHORS
<br />r --- r8M SCINWULE ON r---T= WHIMULE ON
<br />CjJ j -------
<br />C
<br />56X
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<br />MtX
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<br />R
<br />SOX 0070-1
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<br />1711, --ANCHORS: FOR SEE SCHEDULE ON SHEET
<br />FOR SEE SECI)ONS 014 SHM 12
<br />EL 1
<br />I REGULM STOAM W3"& rLMMN
<br />S" a 12
<br />1/4- MAX W
<br />1/4" 20XV (MIN. &ARLAP -1 MW -LEY)
<br />M.. �LW4, 4 S,& BOLT
<br />WING NUT
<br />2 1)� cmmm McHm IT,
<br />'GCAW I =Sam= ON it4
<br />1 L-wmmm Awcm sm COINCIDE ANCHORS I/r t
<br />S A., ON LO
<br />W/ SPJD (SSE Scim" ON M r SECTION A-
<br />*W 9) CONCRVE OR
<br />L-ANNUDONLCRETE OR �= BLOCK
<br />L-Mr.— OR DO, RECIARM SCALE 3/32--
<br />TAO"M
<br />LL idOuNnNa DIRECT AND %LL .09MNQ
<br />INSTALLA
<br />ItLy
<br />FLORIDA BUILDING CODE jlfgh Velocifty H Cons Zanp)
<br />cam n=. Rx- rp
<br />NOTE FOR COMMIMM No, 44167 20 GM G4VANW STEEL STORM PARM DRAWN ft
<br />(SEE SCHEDULE ON CAN BE 07/w2w
<br />Top & BOTTOM GLOBAL PROTECTION PRODUCTS, LUC.
<br />SHEET 9) COMBINED IN ANY WAY TO SUIT ANY 51 MW
<br />XE 0
<br />ED. EDGE DISTANCE INSTALLATION. WW— —Y =14
<br />MOUWINCS
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