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<br />Mp1=_LV,AI,Tr"T ON RF"Irr NO. 2041721.8 2
<br />EIRIDDLICT EYALVAIM REPI NO, 20472troi 3
<br />1 LTECO im\c
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />2.2. TIES R PORTS:
<br />8, MAJERIAL CHARACTERISITI-C3 AND SPECIFICATION&
<br />TILLIT TESTING & ENGINEERING COMPANY
<br />__ ____ - - - __
<br />'WATJ7TR AI. TlLUT, JR., F.E. tlltc��I&Trn
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<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 />Shelf 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 />- I ____ 71 - - I __ --------,-- ____._________
<br />WAL77,11A. 111,14T, M. II.E. tiltew@wl.com
<br />N,, 4407
<br />ITI.IK"" TA,up,I
<br />,,, PIT 14167
<br />K C , I,k._. WI. WI
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20.1 74L Anchor specifications shall be as Indicated on sheets 1, 7 and 21 of
<br />I LI�A. I.-. N. N1061I 0
<br />Testing, Inc., Reports # 96-669 dated 08/0911096, #W570 dated o9tietioge,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 20-170.
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated 09120/11)96I all three signed and sealed by Hector M. Medina,
<br />REPORT II 20-0727.02
<br />PIE., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1811998 and
<br /># 2126 dated 10105/1998 witnessed by Gilbert Diamond, PIE. and Report No-
<br />7. IMITA'nONS AND CONDITIONS OF USE;
<br />DATE: July 27, 2020
<br />REPORT NI 20-0720.01
<br />0219.Gl-09, dated March 4, 2000, signed and sealed by Edmundo, Largaespaida.
<br />PIE. and Henry Hattem, PIE.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shuttem
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-1 97 by OC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well as General Notes # I thru 4 and I 1 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document Il drawing No. 20-176
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shuttars
<br />signed and sealed by Frank Grate, PIE.
<br />prepared by TlIteco, Inc, and signed arid sealed by Walter A. Tillit, Jr., PIE.
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PRODUCT SUB -CATEGORY- Storm Panels
<br />J."TRUCTURAL ENGINEERING CALCUL&IIQM.
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined ion section 1620.2 of Me Florida Building Code.
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />vAnd load, as well as maximum anchor spacing vs. design wind load and panel
<br />11111ANUFACTURER: Global Bmt4cftwPradu0t&.LLC
<br />length based on rational and comparative analysis, and in accordance with
<br />7.3. Product shal I only be Installed Into poured concrete, concrete block, and
<br />48DO S.W. 51 Street
<br />MANUFACTURER: Global F!rotmfflan Products "
<br />section 161 6 of the Florida Building Code. Calculations prepared by Tilleco, InI
<br />wood frame structures.
<br />Davis, Florida 33314
<br />48W S.W. 61 Street
<br />dated 11103108 and 03112115, signed and sealed by Walter A. 1"illit, Jr., P. E.
<br />Davie, Flodda333II4
<br />1 . PURPOSE OF EVALUATION;
<br />3. MISSILE IMPACT RESIOTANCEO
<br />Product Evaluation Report prepared by Walter A. Tillit, Jr.. PIE. (Florida License
<br />1. PURPOSE OF EVALUATION:
<br />This is a Product Evaluation Report issued by Waiter A. T1111111, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Code, as per
<br />No - 44167), President of Tilleco, Inc. (Florida CA-0006719),
<br />This is a Product Evaluation Report Jssuod by Walter A. III Jr., PIE. (System
<br />ID # 19DO) to the Global Protection Products, LLC, Rute Chapter No.
<br />TAS 201 Protocol.
<br />ID # 1000) to the Global Protection Products, LLC, Rule Chapter No.
<br />01 020-3, Method I D of the Florida Department of Business and
<br />4.WIND LOADS RES14TANCL
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<br />61 G20-3, Method 1 D of the Florida Department of Business and
<br />Professional Regulation.
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
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<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall boas Indicated on sheets 8, 10, 14,15,
<br />le. 19. 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />1.
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<br />___;ir-__S`F_ 4W,__ W .44167 I I
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<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 />been verified for compliance In accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verify that the product [a for the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9. 10, I 1,
<br />___:I�_3 -'* I, -,* : *
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<br />Ihj--,-*-'r - '-. STATE OF `B.
<br />Florida Building Code, and to verify that the product Is for the purpose Intended
<br />at bast equivaFentto that required by the Code.
<br />14,15,17,18, 19.20 25 and 26 of 26. of Product Evaluation Document (P.E.D.),
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<br />at least equivalent to that required by the Code.
<br />drawing No. 20-176,
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<br />This Product Eve luation Report be to in
<br />This Product Evaluation Report shall be subject to review and revision In case of
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<br />shall subject review and revision case of
<br />a Building Code change that may offed Its limitations and conditions
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<br />a Building Code change that may affect its limitations sind conditions
<br />Installation shall be performed strictly In accordance with details indicated on
<br />WATU
<br />2- EVIDENCE SUBM177—TED:
<br />sheets 3 thru 7, 10 thro 20, 23. 24 and 26 of 26. of Product Evaluation Document
<br />D�IITILTFCOATOMON RECORDS kP. S. REPORT.20 I,GLOBAIL PROTECTION PFJODUCTS. LLC I20 GAGE
<br />2. EVIDENCE SUBMITTED:
<br />2-1. PRO[) QTMMATIOND0CUMEN_T(P.E,D,)*
<br />(P.E.D,), drawing No. 20-176. Minimum ,separation to glass shall be as
<br />GALVANIZED STEEL STORM FI ORWO NMI 78 I, REPORT 92D-M2&01
<br />Drawing No. 20-176. III
<br />dad "20 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8,14,16, 25 and 26 of 26. of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />2.1. PRODUCT EVALUATION DOCUMENT (P�L,I
<br />Drawing No. 20-173, titled '24 GAGE GALVANIZED STEEL STORM PANEL',
<br />sheets 1 thru 26 of 26 prepared by Tiltow, Inc.; signed and sealed by Walter A.
<br />Tillit, Jr., P.E.; dated 07128/2020. This drawing Is an integral partgUNt,
<br />Sheets 1 thru 18 of 18 prepared by Tilteco, Inc,; signed and sealed by Walter A.
<br />Evaluation Report, 01% ` � A r/� ',N&
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<br />Tillit, Jr., PIE,; dated 07/27/2020. This drawing is an inteR
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<br />Evaluation Report. 091M M
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<br />6355 NX 36th SIYW, Suite 305, Miami. Florida 33166 - Phone: (305) $71-153 . .. , ,
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<br />055 N.W. 36th Stred, Suite 305, Miauti, Florida 33166 - Phone: (305) 871 - 1*144"b�'.%
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<br />GENERAL NOTES:
<br />9 3) 01 CASE THAI PRECAST SIONE, OR PRECAST CUNCRE11 PANELS. STUCCO OR WOOD BOARDS K M14D CIM 74E
<br />OUR-sK-KAK-MLHNRD-XML-um-am"
<br />UISTING WALL ANCHORS SHAU, 01 LONG ENOUGH TO REACH THE MAIN STRUCTURIE BEHIND SUCH PANELS
<br />I STORM PAIREL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (PC 0 J HAS BEEN VLWIIV FOR COMPILMINCT IN
<br />ANCHORAGE SHAIA BE AS MENTIONED IN 0.1) AND IN SI
<br />ACCORDANCE WITH THE 202Q (hh COTTON) Of IMC FLORIDA BUILDING COX
<br />TO M. PAIM
<br />DESIGN WIND LO" $HALL BE DETERMINED AS PER SECTION WOOF THIE ABOVE MENTIONED CODE.
<br />- 1 /4-0 Tj�=*Dig_I�M�ZiI LOEX. INC
<br />014-10 PAPIELVATE FEMALE 10 AND PANELMAIT RUS AS
<br />FOR A AFFID SPEED AS AMIFRW BY THE j~croN www twisir sHuTTEPS wu I K TF4siA4.= AND
<br />FOP A DIRECTIONALITY FACTOR Kd-OW USING PACE 7-16 AND SHM! NO EXCEEO IFIF MAXIMUM (kTD)
<br />ANICNOFFS, MAPILWACTURCI) W ELCO CONSTRUCTICH! PRODUCTS
<br />. 1/4'0 LAG SCREWS PER AIDI
<br />DESIGN PRESSURE RATINGS INDICATED ON SHEETS 7 THIRTI 12 14, 15. 16, 19 & 20
<br />- I/We v 5/W INDOD SUSHING. AS OTSIRTSUIC0 BY ALL POINT SCREW, III 6 SPECIALTI, CC
<br />IN ORrAR TO VERIPY T14E ABOVE CONDITION. ULTIMATE DESIGN WIND LOAM DETERMINED KR FACE 7-16
<br />C 1) MINIMUM THIRICADET) PENETRATION INTO WO04) OF TAPCON ANI SMALL IX I I/?' AI 2- LIMIT f1,CO PAMCUAATE ROIS
<br />SHALL BE FAST REDUCED 10 AS 0 DESIGN WIND LOADS BY MULTIPLYW6 THEM By 0 0 IN DRMR M
<br />AND PANIUMMIAL III ID.
<br />COMPARE THESE A/ MAX (AISO) DIESHON PRESSURE RATINICS, INDICATED ON SHEETS 7 THIRU 17. 14, 15, It. 19 & M
<br />IN ORDER TO VCW'Y THAT AWHOft UN THIS P EV AS TESTED WERE NOT OVER �-:7TRFSTSII A 3341 ONCOFAM N A,AQWI
<br />r 2) MINIMUM "WED PENCIFFIATION Or LAG SMAIEW. INTO ?)IF WOOD FRAIMC UNIT SHALL BE � I/?' NO THREADED
<br />PENETRAIM INTO "IJCCO SK4XL 91; CoNSDIERET, AS PART OF THE PCOUI THREADED PENCIRIATTON
<br />StRESS FOP WIND LOADS WAS NM USED IN THIEW ANALYSIS FASTENERS SPAC*4 TO WOOD RAS KLM DEMIRMI IN
<br />ACCORDANCE WITH H.D.S. 2.018.
<br />C 3) MINIMUhl FOOF DISTANCE Or LOG SCREWS. INTO *001) SMALL BE AS INDICATED IN THIS ORAI
<br />STORM PANWS ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS SEEN VCWIM IN ACCORDANCE WITH SECTION L&I Of
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE ENGINEERING a TESTINO PK REPORTS INS-3411, 911-510 & 96-IX "
<br />CA) IRWIN PEREYWII OF WOW BUSW40 SHNI IN %/A' 1/4' 0-20 SCREWS USED SMALL 81 I L/2' LONG MINII
<br />FENESTRATION ?VISITING LAB INC.. RISPOWTIS 12032 & 02126 . AS FINOTOCOIS TA%- 201. TAS- ;O? AND TAS-203
<br />SHOULD STUCCO EXIST AND I' MINIMUM FOR *ALLS WITH NO STU=
<br />AS WFU. AS AMERXCAN TEST LAB Of SOUFM FLORIDA REPORT 00719.07-00, AS PER IAS 201. JAS 202 AND
<br />M 203 SrAHMARDS,
<br />C 5) IN CASE THAI MISCAST STONE. OR PRECAST CONCRETE PANELS. STUCCO OR WOW BOARDS BE MIND OFF THE EXISTING
<br />2 ALL ALUL41NW EXTRUSIONS 10 BE 9165-18 ALLOY AND TEMPER (UNLESS OTHERWISE NOTED), SEE SHII 2
<br />WALL. ARICHORS SHALL BE LONG ENOUGH to REACH THE MAIN STRUCTURE BEHIND SUCH PARILM
<br />ANCHORAGE SMALL BE AS MENTIONED IN C 1) C 2) & C 4)
<br />I ALL MAIMINUM SHEET METAL USED AT CLOSURES SHALL HAVE 3105-HI4 ALLOY
<br />(0) ANCHORS SK41 BE TFISTALI M r(XIJMNG ALL OF THE FIECOhAFFINGAINCIFTS AND SPECO CAIXUNS ITT THE ANCHOR'S MANIAFACTURER
<br />4 ALL STEEL SHEET METAL PANELS SMAXIL HAVE STRUCTURAL CUAOTY STEEL. AWV AfW3 Ch" 50 MINIMUM. G-AD
<br />GALVAINUED STEEL OESTONATION W/rY- 56.3 HFI (AFTEA HULLED)
<br />0 PANELS MAY ALSO Of INSTALLED MORUDONTALLY FOLLOWING INSTALLATION DEIATLS SHOWN ON SECMON 3 THROUGM 10 (SMILEPS A
<br />INROUGH 6) EXCEPT THAI HEADERS 0 & Q SHALL Hol BE USED
<br />3 ALI SCREWS 70 K STAINLESS STEEL 304 OR 376 AJ33 SERIES OR CORPOSIV,, RESISTAMI COATED CARBON SIM AS PER
<br />0011 5008 *III 50 �.� YFI STRENGTH AND 90 km TENSILE STRENGTH & SHALL COMMY W/ ILORTGA "IDI CODE
<br />9 11 SFOU BE THE RESPONSIBILITY OF THE CONTRACTOR TO VMrT THE SCIUMONESS Of THE SIRUCTURIE WHERE 940TER IS 10 BE
<br />SECTION 2-11 3,34
<br />ATTACHED TO "SURE PROPER ANCHORAGE THIS SHUM" SHALL ONIY BE ATTACHIED TO CONCLIfTE, BLCCIK OR WOOD FRAME
<br />OL"NG51
<br />6 DOLIS 10 BE MIM A-307 CAL!VANUIED STEEL. OR AS[ 304 URALS S1A*I STFEL_ WITH 36 ft MINIMUM VIELE,
<br />STIFENI
<br />TO, EACH REGULAR STORM FAMILL WITH UENTITHS. OVER III-11 THROUGH Q'--4'. AS PER SECTIONS 0. A. 9 & $0 AND ALTERNATIVES, Be.
<br />I AAKHORS TO WALL SHALL BE AS FOLLOWS
<br />TIN & JOIN ON SHE S 5. 6 & 12 FFESPLCIIYELY� SHAXL HAVE A '.MOLE AND RLAORLY VISIBLE Wiwi" 01STRUCTINIG OWNER OR
<br />TEIIAW TO SECTAPIETPANULS WITH APPLICABLE ATIONFORCIEWER11 DURING PCIROM OF fFRRR,CANF WARNING
<br />(A) MLEVXM_P9LRtEQ_QOWJM
<br />I I THE INSTALLATION CONTRACTOR 15 TO V_AL/CAUUI ALL SHUTTER COMPONENT EMU WMI04 REMAIN IN CONTINUOUS ',ONTACI WITIM
<br />- 1/!': TAPCON ANCHORS AS MANUFACTURED M fT* WUOFX, INC (W, C3192 px,)
<br />THE S"MG TO PREVENT WIND/K" INTRUSION
<br />- 1/4 , 7/a' CAUK-01 ANCHOI 4S. MANVIAMCILAU, ift DEMALT NC (MIN I'3UOU pAt.)
<br />- 1/4-0 x 3/4' SMIO-SE1 ANIC"OFFS. AS DISTRIBUTED BY ALL PONT SCREW, 900 * SPECIALTY CO
<br />12 STORM PANEL ;WALLOWN SHA&I COWRY WHIM SPECS INDICATED IN TIMIS DRAWING PLUS ANY WIDING Ago ZONIFIC REGULATIONS
<br />(IA. " 1.3000 ,.)
<br />"I BY THE IFURISINCIII WHERE PERMIT IS APPLIED TO
<br />- 114- I 0 FAN4I FEMAI 0 A PANFIMATE PLUS AKHORI AS MANUFACTURED PY ELCO CONSTRUCTION PRODUCTS
<br />I IT (,,) THIS POODItl EVALUATION DOCUMENT (FIT 0) PRrPARW 91 THIS LNOWEER IS GENERIC AMU wrl NO' .'ROVUL INFORWITKIN
<br />(WIN I".3'm P.I)
<br />- 1/4'0 CF TAFF-GRIP ANI Ab MAN4,I(ALIURED, III, TRU-PAST CI.WPORATION (".-MOD P-I I
<br />FOP A SITE SPECAPIC PROJECT, it WHERE THE SITE CONDITIONS F(WTE FROM THE PE.�
<br />A. 1) MINIMUM EMBILETWENT OF TAF-COM ANCIII)RA INTO PcXJRED CONCRETE SHALL MI. I li/4"i V KTR PI WAIT rEIAM F
<br />(t-) CONIFACTO TO BE RL"II FOR THE SELECTION. RIFICHASE AND INSTALLATION INC,UUFI 011 SAFVT� OF THIS PRODUCT
<br />BASED ON �M( P ED PROVIDED ME/SHE DOES NOT INFIVIATE "FON, THE CONDITIONS DCTAKEO ON THIS DOCUMENT
<br />0 AND PAWhKTE PLUS AND 1 114- FUR CF TAP-GMP ANCHOI
<br />CONSTRUCTION SAFM AT SITE IS IRE CONTRACIOR'S RESPONSTINIV
<br />A�) r%X-IN & SOWO-SCI ANCHORIS SHALL 01 EMBEDDED I/e- INTO TME POURED CONCRETE NO EMBEDMENT INTO
<br />fi,) THIS. PRODUCT EVAUJAITION DOCUMENT WILL BF CONSIDERED INVI IF MMnED
<br />STUCCO SMALL BE PORM!"FID I/s' 0-20 SCRE" USED WWI BE I 1/2' LONG MINIMUM SWWLD STUCCO EXIST.
<br />NO I" MINIMUM " WALL$ WITH NO STUCCO� AND MAY Of HEADED �iCWVF, OR ALL THREADED SCREIWS W/O HEAD-
<br />k4l SITE SPECIPIC PROVECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICM WILL IRCOME (I*
<br />BUT WITH WING WIS.
<br />ENGINEER Or RLCOHU (LON) FOR THE PROACT ANO W40 WILL BE RESPONSIBLE FOR IFK
<br />PROASI USE OF IFIf PT D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THIF
<br />AJ! IN CASE THAT PRECAST 5TONIT. FWFCW CONCRETE PANELS, PAVERS, STUCCO OR WOW BOARDS BE POUND ON Y)a
<br />PE D ENGINEER, SIMLL 'ARRITT ID, THIS LATITIF THE SITE 5IPLIL3FIC DRAWING$ FOR REVIEW
<br />EXISTING *AU. OR I'LOOR. AKMDRS SMALL IN LONG ENOUGH TO REACH THE MOWN STIRUCIIARE BEHIND SUCH
<br />PANELS ANCHORAGE $HALL WE AS MENrIONED IN A I � AND IN A.')
<br />(a) IMYS 7 ED S'W I 13CM THE DATE AND ORIGINAL SEA AND SIGNATURE OF THE PROFESSIONAL,
<br />INHEIMEER Of IFECCITC, WAY PREPART&O IF
<br />(8) !O.Mt� a
<br />0 �� _1111I � _10
<br />HORS AS NIMUFACIURED V, I I IF FKAUZA, INC.
<br />14 SMUTTER MWIFFACTURER'S LIKI SHALL IN i(ICATCO, M A READILY VJSIBUE LOCATION AT STORM
<br />- I 9-14 ANCHORS. AS MANUfAMPIED BY DEWALT INC (MIN #It- 15W TFA 4 y
<br />14. IT , 7�a. CAL
<br />PAWL SHUTTER IN ACCORDANCE WITMI SECTION 17099 3 Of FLORIDA BUILDING COI ONE LASEL
<br />SHALL Of PLACED FOR EVERY OPENPRU UASI TO COWPLY ". Of SECTION 1709 0,2 01 146
<br />. I /d*$ 3/4 ' SCTIE-SET ANCHORS, AS DISTRIBUTED BY ALL POW TCREW, WILL & SPECALPT CO
<br />1LOI WONG CODE
<br />'!
<br />(ON -law P.- I,)
<br />- #1 ID PARELMATIF FEMALE 10 AND TANTELMATT PLUS AIRCLORS. M MANUKIMCIUROD BY LLCO CGIFStRUTTION
<br />BE USED To
<br />1 =-=111N1ULFI,OMLSVTATK
<br />FIXODUCTS EF!"10
<br />(UK F-2071 P.0
<br />OF FLORIDA I
<br />NAAAA
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<br />- I /4" A CF TAF-GRIP ANCHORS. AS UANULACIURID BY TW-FASI COROORLITION ....
<br />I I .I, ef. 1,
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<br />B 1) MINIMUM LWOUD" OF TAPCDNI ANCHOR$, UCO PAITELMATES AND tF TAP-GRfP ANCHOR. INTO IK C ..
<br />. . . FLORIDA BUILDING CODE (High Volac;ty No, leg
<br />BLOCK UNIT SHAU BE I i/4- - 11, N,
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<br />4 167 .
<br />'*'* HL'o" IF`
<br />I SIDRM PANEL
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<br />9.2) CALF -IN & SOUO-SET ANCHORS *WL BE EMBEDDED 7/8- INTO THE CONCRETE ILQCK UW NO C
<br />INTO SIUCCOISHALL at PERMITTED !/4' 0-20 SCRIDWS USED SHALL OF, 1 1/2- LONG MINIMUM SHOO Co
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<br />1GLOBAL MTECTION PRODUM. U.C.L
<br />EXIST, AND I MINIMUM FOR WALLIS WITH MO STUCCO A ,V, ..." _ I.:
<br />/ L-T .., �
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<br />INSTALLATION DETAILS FOR REGULAR PANE1.5fi...."
<br />INTO EXISJING POURED CONCRETE OR CONCRETE BLOC 01"ORITE *Ncmm
<br />CONCRETE ANCHM �_ =418 "mow itI
<br />ONMONFRE N$c.m M.-M.- ;, �_ -f.0 - . IT " �
<br />(WIT sods" FW -I , I , I
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<br />co"METE BLOCK . ;, 9= oft �.. - I - , - - 1 CONCRETE an ��,, I �-
<br />,.� t� am# I - _ I Blom 1 I , CONCRETE BLOCK ,�, -1 I . � I
<br />AroUN" 1 ITT 'Ir at ;., I I REWIRED - REOUIRED �,s I
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<br />STAGGO" - . . . ANCHORI, ,�, - - IT .& e r Tie
<br />W/ skef 4 ...", . (D LIP. DRE waaw ON �.' DMICE SCHEDULE ON (SEE samtmf IN 11.
<br />(= 111CHOKA1 am L4m 8 THRIKIII 1) I . berm a 141"iUm. 1) SHEETS 4 no"xo. IF)
<br />wrl a THROUGH 6) .....
<br />WALL. WOUNII CEILING A MOUHM Rillu W WOU ALTERNATI! IMILD PUT MOLINT1111,110
<br />SECTION I 131ECTIOWN ,2 IftTE111 . .,A
<br />SCALE 3/8- I' SCALLE S/I lEffil.
<br />�
<br />:, __�' - IT - __ __ IF E.D. - EDGE OISIANCE
<br />i -0 (SEE SCHEDULE ON
<br />I I I I SHIEETS; a III 0)
<br />4AV__ �#
<br />I : I
<br />: 11 NDILM- -
<br />i �M-. , I
<br />i 12 I/r at, ;., WAMIRMAW, TOP & BOTTOM MOUNTINGS CAN BE
<br />; QH`L i I %0-*,fk A A% COMBINED IN ANY WAY TO SUIT ANY
<br />__AI . I ... i� -1 " INIVALLATIOk
<br />7 , "i� _'. .. �-o
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<br />. V
<br />EXISTING POURED : e I '.. ., � t FLORIDA BUILDING CODE (Nigh Velocity No cons
<br />CONCRETE -1/4 III . I
<br />REQUIRED, - - 47 - -- 6.0 - - I I JiFf 7 1 I PAIS x7foo. me.
<br />= *- : 20 ONE GAVANIM STEEL STORM PANEL .;
<br />' . * I* -
<br />I 11 . I— _.
<br />- �
<br />S7—.= A, " il'. 1. TATE . I __ 11 GLOBAL PROTECTION PRODUCTS. U.C. "Y'ne
<br />..
<br />, �
<br />CEILING 4fiNAA^KQU Vi 19 - -I'llu - 'I. Z �IE �C", I �� am StIL 5t mon w
<br />, ..:-.,-- � - CAME. I'L .03 4
<br />Nzl"' . .. asv - _ _ PWXMR� 054)IIIIIIII-Ma, FAFI' ('),", 20-
<br />- NAL . � t, 2 -.—.- r 7. . — __ — ,_ am
<br />— ___ -
<br />COMMENTS EQR REGULAR A LIFE SAFETY STORM PANELS
<br />(SCALE 1/2-l')
<br />- - . � . � I IST". (TOTAL WMTH) - - - - - . __1 7 �. 1. I * 5 I"* (TOTAL WIDTH), - .7
<br />.- - __ � I 12-500"I(EFTEVIVEYMOT") - - I . I-, I I �
<br />� I I 1 6 i/41 I - - . i I - -- -- 6.250' -_ -1
<br />I I - I Ir - I 31501 - I Sil. _ ,,�,,F: I _501)` � , ISGG
<br />� � , I " I � I e --I-SBI - �. 0.036' MAIL THICK 1,3w - "J, )
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<br />7 - -.3k* / \\I�"" 111. � .
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<br />(1) STORM PANEL (1A END STORM PANEL
<br />2.187 -
<br />1, , � TOP
<br />" , I,- ____ _ --- � . - "
<br />FAMI -3 M !AP "I "� '.I .1.1 1.250 III -'I 2.111I .125' - - %:,`--A, li6:41211. 'I
<br />"
<br />1. I, � �, ,2W I Too* %A - - -..:Ibo S i -
<br />W/ New" ewr I � �_ . I 11 - ,Too- , .-_,,I 1 2 125' SERNS' - , 158"
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<br />? N,l,I.,, , 3.375 [ _�! - -
<br />.
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<br />ISOMUM VI DETAIL A / L - L'2oW "I - , Do, -
<br />ROUNDED CORNER 0 DI" or PAMI loot
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<br />ALUMINUM AI
<br />Waftou"Ic WASHOF W/ ADDITIONAL
<br />. )XIMI WBHP (St-1116,135
<br />STEEL on MCFEL "no STEEL).
<br />-374"
<br />9P TOP CM Joe. , AMC
<br />I PAR& � ' - , L
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<br />(�o KEY IiOLE
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<br />126' � 4 -M 30.
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<br />INSTALLATION DETAILS FOR REGULAR PANELSa & (1-A DO 9MM DETAKS FOR INSTALLAY10N IN MM CMXM
<br />INTO EXISTING POURED CONCRETE OR CONCRET BLOCK STRUCTURES CON= 3= OR WOM
<br />7 I � / ."4' SIS VAUD FOR MU& LIFE SWIM AM E-Z K4W StM em 5�m
<br />OR rK I. ,
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<br />ow cur SCHEDULE ON , , 21--gy- 1. . - ", 11
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<br />REQUIRED I : L:.. I � � �:, ". Q;�v - / I L ;1"@
<br />'.
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<br />L�IIIIIIIIII I - 0) R CONCRETE on . t - - - / I` �r_ I-M
<br />i : CONCRETE BID" : � C!) I \ %* I .
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<br />WOURI ,.� I : EXISTING POURED, , SCALE S/
<br />-
<br />CONCRETE OR I . I", I � � t D , I " � __1 - A
<br />CONCRETE 04 I , - t - Q&M�w
<br />1 CONCRETE KOC,` �, ", -;
<br />47310 1--! � ltmuiRm ; ,, �� I - � IF 1% I , - � =-A-. f1w.- ffii":�M �
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<br />:� -1 1-1 . I �_ I ' 7,3/4 QEW�P. ., SAL "I
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<br />11 IF
<br />�1 ., , , -1 , :
<br />a I OF TAP, , I 4) - - I
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<br />D LIMLAZ, , CONCRETE ANICHORS � I v,111, " :: � _ '�., � '�'L,� � � " � L' ..
<br />W -ow Int lic"EITILY, to . , I 1, I � .
<br />on SO"EOWUI ON SHODS 0 THWOLKAH 6) 1� QHL 11Af=="1
<br />&.1101TS a a 0) WAU .NQP .U.) " A -ILITM
<br />. .tWNG (11 � aulw Till T
<br />.
<br />SEG��'A 6 a I 1. \�,�/ A�J",
<br />" .....UFF, PAND. 0~ NNIX-1 .., -\-I 0
<br />� QPQMAQ Aw" =If.
<br />.., [VIC 13F EXISTING CO. - EDGE DISTANCE Wo WMA P"IM"HIAU
<br />OprwNr * NEW I* *lot . VARIES � 1/0' � ICI) ON 0
<br />� TOCCO THICK ALUM. TUBE OR I* I SEE SCHEDULE ON I. "L_ 91;�M
<br />. r, EXISTING S / FIT WOW �Lon SPACER I SHEETS 0 III 0) I III'', 1, ''I - r
<br />r WOOD a" / : , (1) 912K.2E.-SIMIM:
<br />. - �I%Xf OR ; I VAR VS 'I , ''I"11,111111, ,
<br />, I I * HER I' WIDE , VARIES , I I18* .1 : /I
<br />I , � TOP III BOTTOM MOUNTIAKE% CAN BE
<br />"
<br />I - PLATE PAM L'! 11
<br />�, " BEHIND IrRmI I" ,
<br />6 - , CONCRETE AACHORS �, : I COMBINED IN ANY WAY TO SUITT ANY
<br />" . . x , I INSTAILILATION. $ME 4/141-1-
<br />,.6 : 11 Su som" am --I " 1. 71
<br />I . - T I SHEETS _'RACK CIPA
<br />, ; V TO
<br />AD � _6�mr - — III, " I. _.. ... 7141/
<br />- �i I
<br />, C��- - ,pv*
<br /> , " ... `- ' % FLORIDA BUILDING CODE (High Velocity H cons
<br />..I,. -I , �_ QE?I .114
<br />CONCRETE 00 , t, = = ""�,o 1* .
<br />�- M.fF Jy,� -;I, 7:� FRONT K .1 ' ' -.,=I at
<br />I , I CONCRETE BLOM ORMILL W WKXIV rHAP : . ` .3010 20 "BE OALVANIZ ro
<br />MX. REQUIRED. . " MIN NOINT : No 44167 % I ED STM STM PANEL TAIWIF
<br />x1l. : * , �:, -
<br />Swami 3/8-L- . !, ,�� �'_ - �.. 0"ft
<br />> GLOBAL PROTECTION PRODUCTS, = --am
<br />ON I.W. 61 101,1111T
<br />ERS REQUIRED AT K.. PAW. IT, 303" 20-
<br />DETAIL rOR SPAC TOP OR 1". . " - , II'B`J�` - 14A- 'P, �,-G&1, OWN, (WE IRNP sm
<br />. 'r
<br />BOTTOM MCKS ADJACM M STUCCO) ... ill:w I 410" NIAS F. (06
<br />- . .P .. .......& III IF _,,, Irtl,_��,
<br />PIRODUCA-MALVA170NIRIMORTNIQ 204711I 2
<br />22,-IUT REPOM*
<br />Large missile Impact load tests were performed under SSTO 12-99 standard as
<br />per section 1609.1.2 of the Florida Building Code. Uniform static loads as per
<br />Section 1709.8.3, per ASTM E-330. Test reports prepared by American Testing
<br />Lob of South Florida, Report # 081 4.01-01 dated OXI 1/02 witnessed by William
<br />R. Mohner, PIE., Boriz Moroz, P.E. and Henry Hattem, PIE. and Report No.
<br />021 9.01 -09, dated February 26, 2009, signed and sealed by Edmundo
<br />Largeospeds, P.E. and Henry Hattem, P.E, Large missile impact and cyclic
<br />loadings par Protocols TAS 201 & 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. 11 23.0i-10, dated November 23, 2010, signed and sealed by Julio E.
<br />Gonzalez, PIE.
<br />Tensile test report No. 9CM-198 by CC Metallurgical, Inc., dated March 13,2009,
<br />signed and sealed by Frank Grate, PIE, as per ASTM E-S and Tensile Test as
<br />per CIC Metallurgical Report No. I OKM-1 318, dated December 1, 201 0 signed
<br />and sealed by Jerry Jaclofano. PIE. as per ASTM E-8.
<br />2"MUMMAL ENGINEERING CALCULATIONS
<br />On 24 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />wind load, as wall as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 111104 of the Florida Building Code. Calculations prepared by Tliteco,
<br />Inc., dated 12f1S11O and 08127113 (for this revision), signed and sealed by Walter
<br />A., TlIllt Jr., PIE,
<br />LMAILE IMPACT 110 TANCE:
<br />Large missile Impact under section 1609,1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 2ol.
<br />4. WIND LOADS REA18TAII
<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. 10Y 11, 13 thru le
<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 SSTO 12-99 Standard.
<br />wouill 11"
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<br />3
<br />L-INUALLATION-
<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. 20-173. Minimum Separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 1 5, iS and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-175.
<br />.0, MATERIAL CHARAGTEKWYAAN"PECIFI MnQft,
<br />Shall be Strictly in accordance with General Notes and Components Indicated on
<br />sheet I and 2 of 18, of Product Evaluation Document (PE.D.), drawing No.
<br />20-175.
<br />Anchor specifications shall be as indicated on sheet I of 1 8, of Product
<br />Evaluation Document (P.E.D.), drawing No. 20-175.
<br />7JIFIM171ATIONS AND CDNJQfMNS_ Df_ 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 Tifteco, Inc. and signed and sealed by Walter A. T11111, Jr., PIE.
<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. Tit Ift, Jr., PIE. (Florida License
<br />No. 441e7), President of"I"Ifteco, Inc. (Florida CA-OW6719).
<br />WAT,U
<br />D:% TILTecO ADMON RECORDS 1,
<br />G&VANIZED STFEL STORM PANEL
<br />1/4. 2/4, 3/4. 4/4. 5/5, 7/5.
<br />_J�,IWI 2W/10, 3W/10, 4W/10, +6/5
<br />5W/10. SWIll & 7W/11
<br />3: MAx ANCHORS: FOR CONCRETE Ki SCHEDULE ON SHEETS a * 9 _ _ ., , __ --3, MAX_
<br /> I WIN ---.,- ___ - FOR WOOD SEE SECTIONS 04 SHEETS 10 k IT I I. MIN
<br />�
<br />- - r I —
<br />6 . I 0 6
<br />— __ - _—, _ _,,:_r7=___T1 � � .
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<br />I, ARM '. MR
<br />4i., IW/10, 2111/110. 3W/10. 4W/10. �_S/5
<br />. SW/10. SI & 711I
<br />I ANCHORS. FOR CONCRETE SEE SCHEDULE ON SHEETS 8 & 0 - .-
<br />- I I I I FOR WOOD SEE SECTIONS ON SHEETS 10 & 11
<br />REGULAR ST 1) A & ELEVATION
<br />FITS
<br />1/4' Me.. W
<br />2 07*
<br />(MIN, O~ -1 WHOLE WILLY)
<br />- __A - 1_� - - - - - —.- __..
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<br />.. GAP 0 ; �* .", P .
<br />1. - %.N SIT, . FLORIDA BUILDING CODE (14191I Velocity Nor cone Zone).
<br />U, 0) �v �.
<br />- : . "M TAIPEI Pa. 20 QWE "LVANEEED STEEL STORM PANEL FIX
<br />: No 44`167 '. DOWN JR,
<br />- * : 11, --- -*I , �
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<br />N T.S. C rAn �F 11 _� 11LIEC0.111111:1 \ . ..., . -
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<br />, FIT,
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<br />I � I . I -
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<br />INSTALL91ON DETAILS FOR REGULAR PANELSa & (0
<br />INTO EXISTING POURED CONCRETE OR CONCRET BLOCK STRUCTURE5
<br />- - . ANCWQAS� FOR CONCRETE SEE SCHIEWLE ON SHM 9 � -,
<br />POURED CONCRETE - B
<br />� OR NURED
<br />� O.af*Ir VOR WOOD SEE SECTIONS ON SWEET 12
<br />CONCRETE KDCX "01171114=oc 3, M., Z61" 1* MAX]
<br />I REWW"D WCRM ANCHONS RDOURM Rtcumm CONCRETE I I -_�&. (MR OMD%AFI WFW WILEY) II ..
<br />- - - I � I - (W ox-M - I I , ma Kft I F
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<br />� I SHEET 91 "OFT 0) I SHEET 0) i � � III*- � -1 I I I
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<br />I -19 I I . 41 12 1�23/0"C' MR, � I CONCRETE NNOMORS, - . . � I - ! I ..
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<br />ED CONCRETE, OCHM ; /4* MAX.
<br />- = sc4mm am SHEET 9) 3
<br />*III SM ME 11DINDUU: ON "M 6) I
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<br />REQUIRED REQUIRED
<br />DIRECT 6UR XA,6 M
<br />� .JDUNTING DIRM AND WA.6 WOUNTINg DMKCT MOUNTING
<br />.
<br />IWAkIltillm" Iflua"M I�
<br />ZIM,F SECTION 9
<br />SCALE 3/8-i- I'" iml.
<br />. 4 lk. T "401.
<br />..
<br />......I... N !1I, ... FLORIDA BUILDING CODE (High Velocifty No cons Zone)
<br />I. I Pinola, IFILIVOIL .r. 20 GAGE GALVANIZED SM STORM PANEL rP
<br />. : . - - Do" W.-.
<br />ED. -C EDGE DISTANCE 1 * -,. 0 1 - ,5�_,,' — _� MOBAL PROTECTION PRMCU. U.C. "n""'W"'
<br />_ —
<br />SEE SCHEDULE ON TOP & BOTTOM MOUNTINIGS CAN Of WWI
<br />SHEET 9) U COMBINED IN ANY WAY TO SUrr ANY . S 'E 0;�-7 --' -_ � 71 =7E C 0 ,;, r \ -
<br />INSTALLATION. %1, . 14010 ON 5.0. a, STMOOT
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