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<br />TILLIT TESTING & ENGINE15PING COMPANY
<br />MMU C KvA���tl, 2
<br />22_=F_EPOR_TS-.
<br />Large missile Impact and fatigue load tests were performed under Protocols TAS
<br />201, 203 as per section 1926 of the Florida Building Code. Unribrin static loads
<br />n0)D1UCTM�M"Lf9AAWQRL-ND_ZL-=W 3
<br />6. MAUTERIAL CHARACTERISTI AND PECIFICATION
<br />Shall be Strict] In accordance with General Notes a 6;
<br />� y nd Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product EvaluatlonDocument (P.E.D.), drawing
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<br />I L ECO iiii
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<br />- _._.______ __ - - - TILLIT' TESTING S ENGINEERING COMPANY
<br />WALTERA.M1JT,J&,P,E. 111te xom
<br />REPORT, FI.T,
<br />PRODUCTEVALUA,110N 'r I 441,67
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<br />-WATT7311 A. TTLUT. JR., FE.
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<br />YL 44 IV
<br />?L CA Lh- N', ww'19,
<br />as per TAS 202 Protocol. Test reports prepared by Hurricane Engineering &
<br />No-20-17S. Anchor specifications shall be as indicated or) sheets 1, 7 arid 21 of
<br />-
<br />I F1A;.A.U..at9X._0,W?I9
<br />Testing, Inc., Reports # 96-569 dated 0810911996, #96-670dated 0911811996,
<br />�
<br />26, of Product Evaluation Docomont (P.E,D.). drawing Not. 20-176,
<br />PRODUCT EVALUADON REPORT
<br />#96-T30 dated 6912011996, all three of nod and sealoci by Hector M. Medina,
<br />. I 9 , .
<br />I I I
<br />REPORT NO.: 20-UT27.02
<br />I
<br />P.E, Fenestration Testing Laboratory, Inc. reports # 2032 dated 04/1611998 and
<br /># 2126 dated 1010000 witnessed by Gilbert Diamond, P.E., and Report l4o.
<br />I
<br />7..,LIMITATIO" A - 9 OF USE�A
<br />DATE, July 27, 2020.
<br />REPORT NO.: 20-0728.01
<br />0219.01-09, dated March 4,2000, signed and seated by Edmundo Largaespada,
<br />�
<br />P.E. and Henry Hattem, P.E. .
<br />7.1. Shall W strictly In compliance with General Notes Nm I, 8 thru 14, indicated
<br />PRODUCT CATEGORY� Shutters
<br />DATE: July 28,2020
<br />Tensile test report No. 9CM-1 97 by QC Metallurgical, Inc., dated March 13, 2009,
<br />on sheet 1 of 26, as well asGoneral Notes # I thru 4 arid I I thru 16, indicated
<br />on sheet 21 Of 20 of Product Evaluation Document (P.E,D.), drawing No. 20-170
<br />PRODUCT SUB -CATEGORY: Storm Panel,.
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grate, P.E.
<br />prepared by Tiltecoi Inc. andsignied arid sealedby Walter A, Tillit, Jr, RE,
<br />I
<br />PRODUCT SUB-CAT90ORY- Storm Panels
<br />2"TRUCTURAL, F I ERIN a
<br />,40
<br />T2. Product May be Installed within'H1110H VELOCITY HURRICANEZONES as
<br />PRODUCTNAME, 24,GA,G'e GALVANIZED STEEL STORM
<br />PANEL
<br />On 20 Gage Galvanized Steel Storm Panel for maximum panel length vs. design
<br />defined on Section 1620.2 of the Florida Building Code.
<br />I
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind load, as well as maximum anchor -spacing vs. design wind food and panel
<br />MANUFACTURER: Global PramtJony-rodum-=
<br />MANUFACTURER: Gighal Pratitiotion Emducts LLr-
<br />length based on rational and comparative analysis, and in accordance with
<br />section 161 6 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 />4800 S.W. 61 Street
<br />4600 S.W. 61 Street
<br />dated 1 1103100 and 03112JI 5, signed and �sealed by Walter A. Tillit, J r. R E.
<br />wood trams structures.
<br />Davis, Florida 3M 1 4
<br />Davis, FloridaMjr4
<br />,
<br />1-FURPOSE OF EVALLIATI ",
<br />I MMILE IMPACIUSISTANCE:
<br />Product. Evaluation Report prepared byWaltdrA, Tilfit,.JL, RE, (Florida License
<br />1. RUSPOSE OF EVALUAIION,
<br />This Ise Product EvalUation Report Issued by Walter A, Tillit, Jr., P.E. (Srsterh
<br />Large missile Impact under section 1026 of the Florida Building Code, as per
<br />TAS,201 Protocol.
<br />No. 44167)i President of Tillew, Inc. Tlorlda'CA-0006719),
<br />This is a Product Evaluation Report Issued by WalittrA. Tillit, Jr., P.E.(Systarn
<br />lb # I 906) to the Global Protection Prod ucts, LLC, Rule, Chapter No.
<br />ID * 1 906) to the Global ProtectiOn Prod ucts, LLC, Rule Chapter No,
<br />6 1 G20-3, Method I D of the Florida Dope rtmont of Business and
<br />Professional RegulatIon.
<br />4. WIND LOADS ReSISTAINIM
<br />,I,%J1"JiNf?4II", '9.
<br />N -,� � �
<br />L,01"j� III, T�� vo.,�
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<br />fil,G20-3, Method 10 of the Florida Department of Business and
<br />Professional Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />.,,_
<br />x ....... � 4
<br />- , , � `. �/10 iiL
<br />Y..",NCJ , ..
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<br />This product is being Issued an Evaluation Report as described herein, and has
<br />pressures. Maximum panel length shall bei as Indicated on sheets 8, 10, 14,15,
<br />.. , S;
<br />'___. � ' . 11,117 . I %r,
<br />�t I - ,1.
<br />Thls� product is being issued an Evaluation Report as described herein, and has
<br />11 I � I L I
<br />been 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 Noi
<br />, - S
<br />-, . . -
<br />—, * -
<br />been verified for compliance In accordance with the 2,020 Seventh Edition of the
<br />r
<br />Florida Building Code, and tolverify thatthe product its,for the purpto Be intended
<br />at leset: equivalentio that required by the Code.
<br />-
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheets 8, 9, 10, I 1,
<br />14,15,17,18,19,20 25 and 26 Of 25, of Product EvAlueficip0ocument(P.15,13.),
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<br />Flolda Building Code, and to verify that, the product Is for the purpose intended
<br />atleast equivalent to that required bythe Code.
<br />drawing No. 20.17$,
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<br />%,`Ak?,,1 6
<br />This Product Evaluation Report shall be subject to review and reviston in case of
<br />, ,il- I
<br />"Y
<br />ieo 0
<br />"I �SYON4_ 11,11� ,
<br />74"I""4111110110
<br />This Product Evaluation Report shall be subIect to reviewand revision In case of
<br />a Building Code change that may affect its limitations and conditions
<br />5. INSTALLA-TIQN-
<br />a Building Code Change that may affect As limitations and conditions
<br />Installation shall be performed strictly in accordance With details indicated on
<br />2- EVlQENQE SUBMITTED:
<br />sheets 3 thru 7, 1 0 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />WATILL
<br />D�� TILTECO ADMON RIECORD9 A P. S, REPORT-20 � GLOBAL PROTZCTION PRODUCTS, LLC � 20 GAGS
<br />2. EMMENCE SUBMITTED:
<br />2.1. ER�DOUPIEVALUAILO-R-D.0,CUME-NI(F-E.Dj.,
<br />(P.E.D.), drawing,11111o. 20-176. Minimum separation to glass shall be as
<br />GALVANfZM STE�L$TORMPANakDRV�'092M76�REPOPtT#20-072aOI
<br />Drawing No. 20-176, tjtled,�20 GAGE GALVANIZED STEEL STORM PANEVA,
<br />indicated on sheets 8, 14,16,25 and 26 of 26, of Product Evaluation Document
<br />X1, I?HWUCT EVALUATION DQCUMENT (R.E.D.).
<br />sheets I thru 26 of 26 prepared by Tilteco, Ina.;sIgned and. 3ealedby Walter A.
<br />�
<br />(P.E.D.), drawing No, 20-170.
<br />Drawung No. 20-IM tftled '74 GAGE GALVANIZED STEEL STORM PANEL',
<br />,
<br />Tillit, Jr., P�E.; dated 0112812020, This drawing Is an integral part I
<br />. I A M, Is
<br />I f/10",
<br />sheetsl thru 18 of 18 prepared by tilteco, Inc;*, signed and sealed by Walter A.
<br />Evaluation Report, 0,itll
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<br />Tillit, Jr., P.E.; dated 07/2712020. This drawing is an inteR
<br />po�kjtili I 8
<br />Evaluation Report. ,, ,_� . J ,
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<br />6355 NX 36th Street, Suite 305, Miathl, Florida 33166 - Phoue, �305) , ,
<br />871-1530 A 1
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<br />02% NM 8 3) IN CASE TH47 PRECAST SIONE, OR PRECAST CONCRETE PANELS, STUCOO OR wow BOARDS BE FOUND ON THE
<br />VINUM EXISTING WALL, NVAORS SHALL BE ORO DMC�H TO REX" THE "N STRUCTURE BEHIND SUCH PANELS.
<br />�W" IPMR00UMPEOM"'IT0101111
<br />I ..'I. ON MIS OCICLIMENT' (P C.0 ) HAS SUN VE-RM FOR COOPUANCE IN ANCHORAGE SI'ALL BE AS MENTIONED IN 91) AND IN 6-2).
<br />ACCORDWA WITH THE 2020 (71h EDITION) OF THE FLORIDA SUMNe CODE. (C) 1DjWJV&1_V&=_0"_V1QM_0tW_D-_Qr. box
<br />OCSION "NO LOAQS SHALL BE DETERMINED AS PER SECTION 1620 Of THE ASUAIE MENTIONED CODE, - I/4-0 TAPOON ANCHORS, AS MANUFACTURED BY I.T W SUILDEX, INC,
<br />- 014-10 PAREDARFE FEMALE 10 AND PANELMATEPLUS ANCHOM AS MANUFACTLIRED BY EICO N N PRODUCTS
<br />FOR A V CO STALICTIC
<br />By THE dVABOILIM WHERE THESE SHUMRS WAA BE WST 11 AND .#
<br />C;=A%M
<br />CTURED
<br />FOR A Kd-0.06, USING ASCE 7-1 0 AND SRVLL NOT EXCEED THE MAXIMUM (A.S.D) - 1/4 LAO SCREWS PER N.C.S�
<br />DESIGN PRESSURE RAIINCS *MATED ON SHEETS I THRU IZ 14, IO, 18, TO A 20- - 7/T" I Ve *00) BUSH". AS DISTRIBUTED By ALL POINT St.", SCIT & SPECIALLY M
<br />IN ORDER TO VERIFY TWE A974 CONDITION, ULTIMATE Dr." VIND LOADS DETERMINED PER ASCE 7-10 0 1) MINIMUM WOW PENETRATION INTO WOW OF TWCON ANCHORS SHALL. St I 11r AND 2- MR ELCO PANWATE PLUS
<br />,SHALL BE FIRST NEDOCED To AS, D, DESIGN MNV LOADSW MULMKYNG, THEM By 0.6 IN MR TO
<br />THIEN AND PAWELMALF FEYAUE to,
<br />COMPARE I */ I" (,kS.D) MICH PRESSI)RE RATINKS INDICATE0 ON SHEETS 7T,XAU t7, 14, 15, Ia. 19 & 20,
<br />IN ORDER To YUWY THAT ANCHORS ON ING P.E.D. AS TESTED WERE NOT O" STRESSED. A JA INCREASE IN AUMA."a C 2) MINIMUM THREADED PEIRETUTION OF LAO SCREW, INTO THE WOW FRAME VNII SHALL BE t 112-� NO THREADED
<br />PENETRATION IWO STUCCO SHAU, BE CONSIDERED AS PART OF THE RIECUIRED THREADED PONE)TIAT".
<br />STRESS FOR "No LOADS WAS EIQL USED IN THEIR AAR.Y&S. FASTENERS SPACINC to WOOD HAS BEEN DETERMINED IN
<br />ACCORDANCE WITH LLD.& Zola, C 3) MINIMUM EDGE DISTANCE OF LAG SCREWS� INTO WOOD SHALL BE AS INDICATED IN THIS DRAWING
<br />WORM PANDI ADEQUACY FOR IMPACT AND WIND RESTFOCE HAS SEEN VERIFIED IN ACCORDANCE W" SECTION 1626 OF
<br />IKE ABOVE MOMONED CODE AS PER HURRICANE ENGINEERING & TEM4 INC. REPORTS 96-569, 96-510 & 96-T30 AND C.4) MINNUM PO4MTM Of *001) IFUSMW SHALL SE 5/6'. 11V *-20 SCREWS USED SHALL BE 1 1/2' U)NC JAMMUM
<br />FENESIM"oh IESPNO LAO M, REPORTS 12D32 & #2126 . AS PROTOCOLS TAS-201, TAS-202 AND TAS-"3. ISIMU) 57=0 EXIST, " I* M*WUM ;" WALLS WITH No STUCCO
<br />AS WELL AS AMERICAN TEST LAO Or SOUTH FLORIDA REPORT #0219.(H-00, AS PER TAS 201, TAS 202 MO
<br />CAS 70_ C,*) IN CASE MAT PRECAST SMNiL OR PRECAST CONCRETE PANELS. STUCCO OR WOOD BOARDS BE FOUND ON THE EXISTIK
<br />, STANITIM, WALL, ANCHORS SHALL BE LONO ENOUCH 10 REA04 IME UAW STRIJBILOt BEHIND SUCH PANOLL
<br />Z ALLALUMINUM EKTRUSfONS ?O HE 906346 AULOY AND TEMPER (UM,M CIMERAIME NOTIEC). SEE SHIM 2, ANCHOPACE SHki aE #S AMONED IN 0), o2) ar C 4)
<br />1 ALL ALUMINUM SHUT METAL USED AT CLOSURES SAALIL HAVE 3105-H14 AEoYL (0) ANCIVIRS SHALL BE INSTALLED FOLUCIAING AII OF IKE RECOMMENCOT" AND $PtCF0fiONs Of ME ANCi,�S MANUrACTUt"
<br />A ALL STEEL SHEET METAL F*AE
<br />�LS SHALC HAVE STAIUqYURAL DUAL) STEEL 1,SY, A-fi$ji CRAO,
<br />Ilf , _ 50 WNIMUM. C:-w 6, PANELS MAY ALSO BE MWAUJID HORIZONTALLY` FOULMNIC INSTALLATION DETALS SHOWN ON SECTtON 3 THROMN to (SHEETS .
<br />GALVANIZED 5TEEL CESIGNITION W/FY� $4.3 kV INFIER ROLLED).
<br />THROUGH 6) OtCEPT THAI HEADEAS Q & (a) SHALL Not BE USED
<br />5: ALL SCREWS TO BE STAINLESS STEEL 304 OR �)15 AIS WOM OR CORROSION RESISTANT COATED CAR80N SED, AS PER
<br />DIN 50018 W/ 50 k9i YIELD STRUMM AND 90 k3i TEW_fLE STKWM 61 SHALL COMPLY W/ FLORIDA SAI , 9 IT SHALL BE ME RESPONSISIUrY OF THE CONTRACTOR 10 YERIFY THE SOUNDNESS OF THE STRUCTURE WdM SHUTTER IS To BE
<br />SECTION 7411_3�3�4 ATTACHED TO INSURE PROPER ANCHORAGE THISS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE. BLOCK OR WOOD MAME
<br />BUILDING&
<br />6 SOLIS TO OE ASTIM A-M'? GALVANIZED STEEL OR AS _504 �CRICS STAINLESS StE51- WITH 36 I. MINIMUM rELD
<br />SIRINGTH� to- EACH REGULAR WOW PANEL NTH LEM14B OVER W-S THROUGH 12'�- AS 2=5 %,:,� 9 at It) AND ALTEIDAITAES 810,
<br />SW & I CIA ON WEEIM ,III 6 a- I .f MOLE X.
<br />`Aiii 4 INSPAILICTOO OWNER OR
<br />? ANCHORS TO WALL SHIALL BE AS FOLLOWS 1t�=P0fftaa0tAXCt9UE
<br />TENANT to SECURE PANELS WIM MODS OF HURRICANE WAIRNINO
<br />(A) 3_1t6W_?%eR_WQrErE, it rNE KSTALLArt" Cot ~Oli IS TO SwcAuLK ALL %WITER COMPONENT EDGES IIHICH ROANK ;N co"WOUS, CONTACT WIR
<br />-It/* '* TAPCON ANCHORS AS MANUFACTURED BY t-T,W, SUSOEX� INC (Mm. f'.-IISE, p,.,,.) THE BUILDING TO PRINENT "NO104 WMIUSION,
<br />- /4� It . 7/6' CALK-th ANCHORS. AS MANUFACTUROD BY DEVLT INC. tMIN, I'C-Mil LL.I.)
<br />- 1/4*0 A 3/4� SOUC-SET ANCHORS. AS DISTROUTED BY ALL POINT SCREW, BOLT & SPECIALTY CO. 12. STORM PANEL 100ALUVION SHALL OOMK.Y WTM SPIECS, IND"TED IN THIS ORAWANAY PLUS ANY SULDIN5 AND ZONING WEGULATIONS
<br />(W". f*..30012 P.._L) PROVIDED BY THE JUIIISDA71ON WHERE PERMIT IS APPLIED TO
<br />- 114-10 PANFILWITE FEMALE IO & PANELMATE PLUS ANCHORS AS MANUFACTURED & ELCO CONSTRUCTION PRODUCTS
<br />(M(N. I . 3350 V.�i.) 13 (-) T14S PRODUCT EVALUATION DOCUMENT (P E D.) PREPARED, By THIS ENONEER IS GENERIC AND DOES HOT PROWE INFORMATION
<br />- 114'0 Cr W-MP ANCHORS, AS MANUFACTURED Str TRU-FAST C()RP0RA'COK (`3500 P-) FW A SITE SPECM PRMC7; ;,* WHERE THE SgE CONDITIONS MATE FROM THE P.E,D
<br />A. 1) MINIMUM DAMOMENT OF TAPCON ANCHOR,S INTO POURED CONCRETE SHALL BE 1 3/4% 2- FOR pANEIAATT FEMALE (k) CONTRACIOR TO BE M�S`O"SJSLE FOR THE SELECTION, PURCHASE AND 0WALjA,M INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON THIS P,E,D. PRWDED "HE 000 NOI DEMME FROM THE CONDITIONS DETAILED ON THIS DCCUWNT,
<br />10 AND PAREIIIALTE PLUS AND 1 1/4* FOP O' TAP -DRIP ANCHORS. CONSTROCTIM SAFETY AT Sn IS THE CONVOICTOR'S RESPONSABOUTY
<br />AM CALK-SH A SOUP -SET ANCHORS SHALL BE EMBEDDED 7/8')RtO THE POURED CONCRETE No EMBEDMENT #00 I.) THIS PRODUCT EVIAWATION DOCUMENT WILL BE CIONSIMISED TIWALIC IF MODIFtEo,
<br />SrUPOO $NAU. BE POWTED� 114* 0-29 SORM USED SHALL BE 1 7/2' LOW MINIMUM SHOULD STUCCO OUST.
<br />NO T* MINIMUM FOR WALLS WITH NO tl=O� ANO MAY BE ICA= SCREWS OR ALI THREADED SCREWS W/O HEAD, IId) SITE SPEEM PROJECTS SHALL at PREPARED BY A P-LORMA RECIVERED WAVER OR AACHATCT WWCH WILL BECOME '04
<br />am WITH WIK KIM ENGINEER Or ACCORD (CO.$[.) FOR ME OROJECt AND " WILL BE RIESPONSWLE FOR THE
<br />PROPER USE Or THE F.E.D. ENONEM OF ADOORo, ACTING AS A OMECATED, 1ERGMER To THE
<br />A. 3) IN CASE MAT PRECAM STORE PRECAST CONCRETE PANELS, PAVERS, STUCCO OR WOO BOARDS BE FOUND ON ME PT,D ENOINMR. SHALL SLI TO THIS LATTER THE SITE SPECIF$C bRAwItIDS iiOR REIAEW.
<br />03STMG WALL OR FLOOR. ANCHORS SHALL BE LONO FNOUQH TO REACH THE MAIN STROCTM SEVIRD SUCH
<br />PANaS AACHORACT SHALL BE AS MENOONO IN A 1) AND IN A Z). (e) THIS P1.0 SHALL WAR THE DATE AND OFISOMIL SEAL AND SIGNATIM OF IRE PRQFV.=KAL
<br />ENSINVER Oi RECORD tHAT PREPARED IT,
<br />MarE_&CnLMLL,auN_"- 9.
<br />IS, ?15149 `TAPC� ANCHORS AS MANUFACTURED BY 1, T * ONLOEX, INC 14 SHUTTER W*UF=UREWS LASFIL SHALL BE LOCATED ON A READILY MStRUC LOCATION AT STOFIM
<br />_ ,/4' 0 , 7 PANEL SHUTTER IN ACCORDANCE MM SECTION lipog,ei OF FLORIDA BUILDING COM ONE LABEL
<br />ANCHORS' IS MWFACTMIDD BY DEWALT INC, (MIN , t�I$00 ;,.It��) SHALL BE PLACED FOR EVERY OPENING. LABELING To OO1JPI,Y*I1H SECTION U0,94 OF THE
<br />_ i/4 'I X J� ANIVM� AS PISTRIONTIM BY ACL POW SCREW, Star, * SPECALTY CO. FU3R10A BUILOM COCIE_
<br />4=9
<br />- I ( I MIN I,C.IM 0�.i,) I � _Rrg�,--]
<br />PANELMATE fEMALE 10 AND PARELMATE PLUS ANCHORS. AS MWVFACTURED BY ELCO CONSTRUCTION �� � �� � I,
<br />P410
<br />RODUCTS IMIN. V�2071 IPII3) % I
<br />.AA V"INMINIHO PYATE OF FLORIDA I
<br />- i/4- 0 OF TAP-W ANCHORS. AS MANUFACTLOTED BY TRU-4-A57 CORPORATION IC� T014%
<br />.:
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<br />.,., 1111-
<br />$-I) MINIMUM CIMBIMENT 0; TAPCON ARCHORS. ELOO PANELMATES AND CF TAP-GiiP ANCHOR. IWO THL ..X& r _---'.,,_Z_ FLORIDA BUILDING CODE (1419h volocity Hurrfoorto zarNi)
<br />BLOCK UNIT $441 BE 1 1/41, 1Z . , �' ..f S! "M XTEM 0C. ?�
<br />*� NO. 4 a- 20 "OESALVANIZED STEEL STORM PANEL PtAitIN ". I
<br />1167
<br />9.2) CALK IN & SOLID -SET ANCHORS SHALL BE EMBEWED 7/6w INTO THE CONCRETE SLOCK UNIT NO &MSd*_
<br />- _540 I I ____
<br />. - —_
<br />-
<br />INTO STUCCO IALL BE PERM`rra) t/A* #-20 SCREWS USED S'AL BE I 1/2" LoNr
<br />L ' MINIMUM S"O"a qWCCo 11
<br />GLOBAL PROTECTION PROI)UCTS, U.C. "
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<br />Large missile Impact load tests were performed under SSTD 12-99 standard as
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<br />On 24 Gage Galvanized Steel Storm Panel for Maximum Panel length vs. design
<br />wind load, as4ell as maximum anchorapacing vs. desigpWind load and panel
<br />length based on rational and oomparotive� analysis, arid In -accordance with
<br />section 1604 of the Florida Buildlng.Code, Calculations prepared by Tilteco,
<br />Inc., dated 12AShO and 00/27113 �fbr this revision), signed'and sealed try Walter
<br />A. 711111, Jr., P-E.
<br />3. MISSILE IMPA- CT RES1S_TANM,.
<br />Large missile impact under section 16001 2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201 �
<br />I _WND LOMfi RESISTANCE,
<br />24 Gage Galvanized Steel Storm Panel has been verified to, sustain wind
<br />pressures, Maximum panel length shall be as indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of 18 of Product Evaluation Document (P.1i drawing No. 20-175.
<br />Maximum Anchor Spacing shall be as indicated on shoots 5,L 9, 10, 1 1, 13 thru 16
<br />and I 8 of 18, of Product Evaluation Document (P. E,D,), drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for,00de compliance to
<br />work as a nort-paroUs Storm shutter assembly, as pot S$TD, 12-99 Standard.
<br />�
<br />I I
<br />I � I mmf�_N 20-07211.01 3
<br />S.. INSTALLAJTON:
<br />Installation shall be perfbr7ned strictly in accordance with details indicatedon
<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, 14,16,16 and 18 of"I 8, of Product Evaluation Document
<br />(P.E.D,),,4[rswIng No. 20-176.
<br />-6-MATIER[AL CHARACTEEMICS AND SPECIFICA'nQNS-,
<br />Shall be strictly in accordance with General Notes and Components Indicated on
<br />sheet I end 2 of 1 8, of Product Evaluation Document (P.E.D.), drawing No,
<br />20-175.
<br />Anchor sperilf loations shal I be as Ind Icated on Sheet I of I 8, of 'Prod uct
<br />EAraluaeio� Ddcurn4ht (P.E,D,), drawrin% No. 20�*S.
<br />7,. LIMITATIONS AND C-01NDMONS OF USE:
<br />7. 1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />on sheet I of IS of Product Evaluation Document �P,E,D.), drawing No.. 20-175
<br />PrOParsd-by Tilteco, Inc,. and signed and seated by Walter A. T11111, Jt,.,P.E
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />,
<br />as dofinsd�cn section 16202 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 WalterA. Tilift, Jr., P.E� (Florida License
<br />�
<br />No. A067)� President of Tiltsco., Inc. (Florlda CA-0006,719).
<br />__
<br />11/4, 2/4, 3/4. 4/4, 5/5, 7/5.
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<br />SW/10. 6W/11 & 7W/11
<br />�__
<br />_,N: MAX ___ —, ANCHM: FOR CONCRETE SEE SCHEDULE ON SHEETS 111,41F 2___ _r VAX-
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<br />FOR WOOD SEE SEECTIONS Ott SHEETS 10 * 11 1
<br />REGULAR -STORM PA ELS � L A Q ELEVATION
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<br />SHEET NO.
<br />SH 1.0
<br />
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