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<br />- - -_
<br />L ECo u�c_
<br />TILLIT TESTING a EMINEMUD COMPANY
<br />PRODUCT lWA T TION g1,+,p U lit)• 20.D73LD1 2
<br />22, TEST oFPORTS;
<br />Large t� 9 performed
<br />missile Impact and fatigue load testa were rformed under Protocols TAS
<br />203 as r Beach 1626 of the Florida Buildin Code. Uniform static loads
<br />pSnralcr n,yr. A'rmtE REPOa'r TMO itLR72R.o7 g
<br />6- MATERIAL CHARACTERIMICS. (�
<br />Shall be d EPEC Components
<br />strictly lo accordance with General Notes end Components indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), drawing
<br />1 L ECo IN
<br />TILLIT TESTING 6 ENOINEENMO COMPANY
<br />Wi1LTERh. fluor, )R, P.E. _ HIIlDo�aGl.L•Am
<br />PRODUCT EVALUATION REPORT
<br />�)
<br />`CM
<br />WATT'RR A. TIT= M,P.E, 61201,
<br />]4LAIi+,mbNu. CPRNT
<br />as per TAS 02 Protocol. Test reports prepared b Hurricane Engineering 8
<br />P po P p Y 9 n9
<br />No•20-1711. Anchors
<br />specifications shell be as indicated Orr Tpheet$1, 7 and 21 of
<br />ELEm",A 14n.3b]io P V
<br />Tasting, inc., Reports # 96-589 dated 0810011996, )'f96-570 dated 09118/1996,
<br />26, of Product Evaluation Document (P.E.D.). drawing No, 20-176,
<br />PRODUCT EVALUATION REPORT
<br />#96-T30 dated Og12011990, oil three signed and sealed by Hector M. Medina,
<br />REPORT NO.: z9-nr27.uz
<br />P_E, Fenestration Testing Laboratory; Inc. reports # 2032 dated 44/18/1996 and
<br /># 2126 dated 10/05/t99a witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. LIMITATIONS AND CONDITIONS OF USE-
<br />DATE: July 27, 2020
<br />REPORT NO.: 20 0728.01
<br />0219.01-09, dated March 4, 2000, signed and seated by Edmundo Latgoespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly In compliance with General Notes No; 1, a mm 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: July 28, 2020
<br />Tensile test report No. 9CM-197 by QC Metallurgical, Inc,, dated March 13. 2009,
<br />on sheet 1 of 26, as well as General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 2e of Product Evaluation Document (P.E D.), dnrwing No, 20.171
<br />PRODUCT SUB -CATEGORY: Storm Panels
<br />PRODUCT CATEGORY: Shutters
<br />signed and sealed by Frank Grebe, P.E.
<br />prepared by TNteco, Inc. and signed and sealed by Water A. Tilit, Jr„ P.E.
<br />PRODUCT SUB -CATEGORY: Sho m Ponels
<br />2.&$i$!lCTiIRAL ENGINEERING CA.CULADONS:
<br />7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE 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 to Fonda Budding Code.
<br />PRODUCT NAME. 20 GAGE GALVANIZED STEEL STORM PANEL
<br />wind bad, as well as maximum anchor spacing vs. design wind load and panel
<br />MANUFACTURER: Global Protection, Products. LLC
<br />MANUFACTURER:-
<br />length based on ratlonal and comparative analysis, and In accordance with
<br />section lele of the Florida Building Code. Calculations prepared by Tiiteco, inc,,
<br />7.3. Product shall only be installed Into poured concrete, concrete block, and
<br />wood frame structures.
<br />48M S.W. 51 Street
<br />4000 Saw. 61 Street
<br />dated 11/03108 and 03/12/15, signed and aealed by Walter A. Tilsit, Jr., P.E.
<br />Davie. Fl rida 33314
<br />Davie, Florid43314
<br />1. PURPOSE OF EYALUA7[OM;
<br />3. MISSILE IMPAU R Z�
<br />Product Evaluation Report prepared by Walter A. Tiilit, Jr., P.E. (Florida Lim
<br />1. PURPOSE OF EVALU ION:
<br />9I
<br />This is a Product Evaluation R
<br />Report Issued by L Chill, P.E. (System
<br />Large missile Impact under section 1826 of the Florida Building Coda, as per
<br />TAS 201 Protocol.
<br />No. 44167), President of Titteco, Inc. (Florida CA-000B719),
<br />This is a Product Evaluation Report Issued by Wafter A. TINIk Jr., P.E. (System
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter No.
<br />acts, le
<br />61020.3, Method 1 D of the Florida Department of Business and
<br />4, tMND LOAN RESISTANCE:
<br />e,n,ur,N
<br />A`1A A. T/L V�
<br />ID # 1906) to the Global Protection Products, LLC, Rule Chapter Me.
<br />61820-3, Method 1 D of the Florida Department of Business and
<br />Professlaral Raguhtlon.
<br />20 Gage Galvanized Steef Storm Panel has been verified to sustain wind
<br />••"
<br />EN( '
<br />Professlotnl RoguMion.
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been verified for compliance In accordance with One 2020 Seventh Edition of the
<br />pressures. Maximum panel length shall be as Indicated on sheets 8, 10, 14, 15,
<br />18,19, 25 and 26 of 26 of Product Evaluation Document (P.E.D.), drawing No.
<br />_
<br />r- 44187 "s
<br />�-
<br />'* a
<br />This product Is being Issued an Evaluation Report as described herein, and has
<br />Po
<br />been verified Tor compliance in accordance with the 2020 Seventh Edition of the
<br />Florida Building Code, and to verity that the product is lbr the purpose Intended
<br />20-176. Maximum Anchor Spacing shall be as indicated on sheaf 8, 9, t0, '11,
<br />14, 16, 17, 18, 19, 20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />Tk
<br />7, =' ` STATE OF 'a
<br />Florida Building Cade, and to verify that the product Is for the purpose Intended
<br />least by
<br />at least equivalent to that required the Code.
<br />drawing No. 20.176.
<br />_�
<br />OAIp
<br />at equivalent to that required the Code.
<br />This Product Evaluation Report shall be subjectSs/ONAL
<br />review and revision In case of
<br />S. INSTALLATION:
<br />"'r+rHNHnuu"1
<br />This Product Evaluation Report shall be subject to review and revision in case of
<br />rio
<br />a Building Code change that may affect Its dmitations and conditions
<br />a Builds Code Cho that may affect its limitations and conditions
<br />� �
<br />Installation shall be performed strictly in accordance with details indicated on
<br />WATU
<br />2. EVIDENCE SUBMITTED;
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 20 of 26, of Product Evaluation Document
<br />D;1 TTILTEC4 ADMON RECORDS t P. E. WORT-20 k GLOBAL PROTECTION PRODUCTS, LLC 120 GAM
<br />2. EVIDENCE SUB1i1TTEM
<br />?•1• t�RDDucT EVALtIATTOfi.t7ot~tINIF,NI(P.ED.1:
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />=�VARIAMSTIMLSTORM PANIMORWA>rMlft Rr:?GkT012" e.01
<br />Drawing No. 20-176, tided 120 GAGE GALVANIZED STEEL STORM PANEL",
<br />indicated on sheets 8, 14, 16, 25 and 26 of 20, of Product Evaluation Document
<br />(P.E.D.), drawling No, 20-170.
<br />YA1, PRODUCT EVALUATION DOCUMENT (P.LM):.
<br />sheets 1 thru 28 of 26 prepared by Tilteoo, Inc.; signed and sealed by Wetter A.Tilli
<br />Drawing No. 20-175, tttled'24 GAGE GALVANIZED STEEL STORM PANEL",
<br />, Jr., P.E.; dated 47/28l2020. This drawing Is an integral part t thlt�
<br />Evaluation tT '��llr
<br />Evaluation Report,
<br />AA !MI)+NNFFp
<br />T!
<br />shoats 1 thru 1S of 1 tt prepared by iiteca, Inc,; signed and sealed by Water A.
<br />Tiilit, Jr., P.E,; dated 07/2712020. This drawing Is on int Is
<br />A:. !�1/r
<br />30
<br />EN/r'�P
<br />�'
<br />Evaluation Report.
<br />NQ. 44187
<br />lei
<br />167
<br />ttRIDP:�`�'S7
<br />STATE OF
<br />ol% RtOR10 �
<br />r�
<br />f� ' ,cR— �
<br />0A14
<br />6353 N.W. 3M51fi Street, Suite 305, Adtuni. FlDrida 331fNC1- Phuvw (305) 371-1530 kDlys
<br />��
<br />�n,,;�; NA N 1+`>•`
<br />t115S N.W. 36th Street, Suite 305, Miami, Florida 33166 - PboDc: (305) 871-1 �-1531
<br />rAANAq)lpnri
<br />ArpnHAriM
<br />a CONCRETE� MOOD �WOW SIDARCS TIME H ON TIC
<br />n.r
<br />�
<br />parw WALL. SMALL K DrouaIII Toe MAN STR,AMW 00" SUCP.NDS.
<br />I SIOM AAEL SNNORIN OM FIaS PROOHCT FY/WHMTRON DOCUMENT(aPill.) me KM VENPED FOR COMPr1N/CE N
<br />M 04ORW SH A L K AS MENTIONED N 9.1) AND IN RZ).
<br />ACCORDANCE WITH THE 2020 (7M EDITW OF rag nMM OULOM COOS
<br />(C) to Qwks MEMO t■L amHMNTV - SL
<br />Df51ON WIND LOADS SMALL. BE OETERMIMW AS PER $KIM IM OF THE A90K MENTIONED COOL
<br />FOR A WND SPEED AS RDDIIIMED W T1E JUIIaSB01CT101f WHERE THESE WLI. K NSrM�EO A)G
<br />- 1/4-0 IAPCON ANCHORS, AS MANIUFACTIMED ITT 1.T M. 901100, INC.
<br />- iTA-t0 PMNflAMTE PEMKE O AND PANFIAMTF PU73 ANCIDI6. /8 MWUFAC111gE0 9Y ELCO CONSTRUCTION PROOLLT4.
<br />FOR A ONECTNRIAIOfY FACTOR Kd.6.6;s. USIIIO ASCE 7-t6 NG SHWi INE IN%RNMI (AS.D.)
<br />- I/A'V LAG SCR[WIS PER N.D.S.
<br />OFSM PRESSURE RATINGS NOCATM ON SHEETS 7 THRU 12, 14,156 16, 79 & 20.
<br />_ 7/16'9r + 3 /V WOOD OISHANG. AS OSTRRUTEO aY ALL PONT SCREW, BOLT A SPECAM 00,
<br />N ORDER TO VFRIY 1HE ADM CONDITION. ULTNME OEM WIND LOADS OE1E1rMMM PDT ASf2: 7-16
<br />SHALL BE FIRST REDUCED TO "0. DESIGN MO LOWS Of MIAIPIYNG THEM BY 0.6 N ORDER TO
<br />C 1) UM" TIMM PENLiMDON INTO WOOD OF TAKOM ANCHORS SMAAL BE 1 1/2' AM 2- FOR ELCO PANDJWE PLUS
<br />COMPARE THESE W/ MAX. (".0) DOMON PRESSURE RATINGS INGICATLO OR %1 EM 7 T RU Ia. 16, 13, 16. I6 • 20.
<br />AND PAPDAM t FEMALE O.
<br />IN ORDER 10 YERIFY IMT AFglp6 ON INS ►ED. AS TESTED VE WERE tw OR S71R D. A SM NCPMM IN AIIDRAME
<br />!MINIMUM THRIGNOOD PIDIUMION Or LAD SCREW. INTO
<br />C.2) PEFERUUtON INTO STUCCO SMALL K COMMODORE!) AS PART OF THE Stamm THREAD®AME UNIT SMALL K ' II/PUILrRam.II ADm
<br />51PESS FOR MO LOAN 03 tla1. USED IN TMOR ANALYSIS FXSENDIS S 04 TO WOW HAS REEK OEr1AhI ED N
<br />ACCORDANCE 11E1I NO.S 201L
<br />C.3) MINIMUM EDGE DISTANCE OF LAG 9CgCY9, INTO WOOD SMALL K AS INDICATED N THIS DRIRWG
<br />STORY PWWS ADEQUACY FIR (PACT 40 WOO XMISTANCE MA6 KEN VERIFIED N ACCORDANCE W14 SECTION 1626 Of
<br />A9CAE MOTIONED CODE AS PER HURRICANE RDIWOKM O @ TESDNC INC. RPCIES 66-.66W. 66-570 A R6-T70 AMC
<br />C.4) YaMRM PENETGTON W000 BUS" SHRILL K S/6•. 1/4' M20 SCREWS USED SMALL U t T MINIMUM
<br />M' LONG M
<br />FI]ESIMTION TESTING W INC.. RETORTS #2032 A 02126 , AS PROTOCOLS TAS-201, TAS-202 AA TAS-20&
<br />SHOULD STUCCO OUST. AND 1' MINIMUNI FOR WN15 WITH NO STUCCO.
<br />AS MOLL AS AMOK* TEST W of WON FLORIDARRi j tIPO0219.0t-00, AS PER TAS 201, TAS 2OI AND
<br />u M Kam'
<br />C.5) w CASE THAT PRECAST STOW. OR PRECAST CONCRETE PANELS. STUCCO OR WOOD Booms K FOUND ON THE DWIPO
<br />2 ALL ALUMINUM EXT IMMS TO BE 6063-TO ALLOY AND WOPM (UNLESS OINWNSE NOTED), SEE 91EET 2
<br />WALL ANCHORS SHWL BE LONG ENOUGH 70 REACH TIME MAN STRUCTURE WOO SUCH PANELS
<br />ANCHORAGE SMALL BE AS MIMMOMEO N C.T). c.2) 3 C 4)
<br />2 ALL MAMMON SHEET METAL USED AT CLOARWS SMALL HALE 3106-H14 ALAdf.
<br />(0) ANCIIM SMALL WE NSTAUEO POLDW94 ALL OF THE IEOOMDMWMNS AO SPECIFICATIONS OF THE AMONG" MA INACTURER.
<br />MEA PANELS SHALL NAVE STRUCTURAL CUAL)IY STEA. !SM A-033 GRACE SO 1RIN.N711. 0-60
<br />4 ALL STEEL STEEL
<br />6LLVANI2E0 STTTL OESMGNTION W/FV- Sag Ia t4YFA ROLLED).
<br />6, PANELS MAY ALSO BE PMAL¢D IWMEONEALLY FOU.("4 0WALIMIDN DETAILS SHOWN ON SWIM 3 IHROUGH 10 (BEETS 4
<br />THROUGH 6) EXCEPT THAT HEADERS (1) • ® 94AL NOT SE USED.
<br />5, ALL SC IAS 10 K STAINLESS STEEL 304 OR 310 AO SOUS OR CORROSION RESISTANT` CQUED CARBON STM AS PER
<br />ON NOT M/ 00 I.1 MO STRENGTH AND 90 MNi 1'EN6LE STlE71GM k SMALL COMPLY N/ FLORIDA BIHIDNR' CODE
<br />a. R RESPONSIBILITYL K THE RESPONSIBILITY OF THE CONTRACTOR TO VFRPY THE SOUNDNESS Or THE S7RUCTIXE OHM 9aT7FR IS lO K
<br />SECTION 241133-4.
<br />A OMq TO INSURE PROPER ANCI . THIN W SMUrT SMALL ONLY Y ATTACHED TO CONCRETE, BIDCK ON WOOD FRWE
<br />OULDMM
<br />6. BOLTS TO K ASTM A-307 GA AUUM STEEL OR AM 304 SERFS S7AP&M SYEEL. WITH 36 WO ON"M VELD
<br />STREMM
<br />10. EACH REGULAR STORY PANEL MTN LENCTB OYER V-B THROUGH 12•-4--AS PER SEICTIOt15 6, L 9 • 10 AND ALTE94OMES NW,
<br />7 ANCHORS TO WALL SMALL K AS FOLLOWS'
<br />911 • IOW ON S MS A 6 t 12 10131I CTNFLY. SMALL H" A UNABLE LE A D RAOLT VESW MMOUNG INSTRUCTING OLNIER ON
<br />TDW M SECURE PANELS WITH APPUDAOE MOWFOTIME ENT DURING PFAODS OF HURRICANE WAMW
<br />(A) In r,�T�+,Hr- ME CONOY�7 ,
<br />I1 THE INSTALLATION CONTRACTOR I6 TO SW./CAULN ALL SHUTTER COMPONENT EOGE6 WHICH REMAIN IN CONEM000S WM,1CT WITH
<br />- T/4•1 TRK'ON ANCHM AS MAWiACTURED BY 11,W. 131M.M. NC (Mm. Rb.D192 psi)
<br />THE WADING TO PREVENT WPO/RAM IM MOON.
<br />- 1/4' F + MMILTPORN INC. (MN. i'T Pu.)
<br />(V-S ANCHORS, AS M
<br />14X1 RWIED I A .
<br />14'
<br />- t/4Y A 3/4- SOA-SET AICHIORS. AS DISIRWUfED K ALL POINT SLEW, BOLT 1 SPECIALTY CO.
<br />& S
<br />12. SFORM PANT. MWAL ATION SMALL COMPLY WITH SPECS INDICATED N THIS ORNMG PLUS NA BUILDING MO ZOMM NOWMTIONS
<br />PROWMD BY THE JURISDICTION WF47E POW IS APPLIED TO.
<br />- 014-10 PNOAk E FEMALE 0 A PAIIEIMATE PLUS ANC OMS. AS MANIUFACRRED Ef ELOD CPSTMorrom PRODUCTS.
<br />(ARM. r_3W P.A.I.)
<br />13. (A) THIS PRODUCTEYALUMTION .E OOWKNT (PD. PMEPNED 9Y THIS PIONEER 16 GOEHIC NO DOES NOT PRDINCE 9 rMarmN
<br />- 1/4-0 Cr TAP -GNP ANCHORS. AS WNUFACIUIED Br TRU-FAST CORPORATGN (rc•.3600 P-)
<br />FOR A SITE SPECIFIC PROJECT; 1. WOW THE SITE CONDITIONS OEVXE FROM THE PE.D.
<br />AI) WOM DAKOEN A/ M OF TACOCOLWTE MS WM POURED CONCRETE SMALL K 1 3/4'1 2' FOR PONEFEMALE
<br />CONFRACTOR INCLUDING LIFE SAFETY Of THIS
<br />(►) BA ON INS PEA. P Ofl HE/9NE Om NOT Agr "M THEOK RMP"UE FOR THE SUIECION PURCHASE AND g1OM Demo M THIS D=A&'W PRODUCT
<br />O AM PANOMLTE PLUS AM 1 1/4- FOR Cr TAP-ORIP ARMORS.
<br />CONSTRUCTION SAFETY AT SITE IS THE CONTMACrORS RESPONSe0/1Y.
<br />A2) CAR-N • SOUR -SET ARMORS SHALL K EMBEDDED 7/r INTO THE POURED CONCRETE ND EVAMMEM NOD
<br />W THIS PRODUCT EVALUATION DOCWJfM WLL K CONSIDERED) NVALO IF MODIFIED.
<br />STUDOO SHALL K PFRIRTTED. T/4- 0-20 SO MEWS USED SMALL K 1 1/2' LOG OPIUM SHOULD STUCCO DW,
<br />AD 7' MINIMUM FOR WALLS YOH NO STUCCO. AND MAY OF HEADED SOMEWS O1 ALL THREADED SMn W/O HEAD.
<br />(d) SITE SPECIFIC PRQ=TS SHALL K PROW" BY A FWROA REGISTERED 04994V OR ARCHITECT WHICH WILL KCOAE TIE
<br />BUT WITH WM NUTS.
<br />EM MU1 Or IECpO (EOA) FOR HE A'MOJECT AIG WNC WNA K Rfl/ONSMIL FOR ifiE
<br />PROM uK Or THE P.E.L. CNfiNmt Oil A ENO iER 01 OS
<br />A3) 0 CASE THAT PRECAST STONE, PRECAST CONCRETE PANGS. PAVERS. STUCCO ON WOOD OWN K FOUND ON 1NE
<br />T SITE PE C WINNIN
<br />P.Eo. tT10NE[R, SMYL SLOW TO THIS uT1ER THE SITE SPECMRC DRAWINGS FOR KYtEW.
<br />LATTER
<br />OWING. WALL OR FLOOR ANCHM SHALL K LONG ENOUCHI TO RACH T1E MAN STRUCTURE KHMO SUCH
<br />PAN LS M6HCRAOE SAIL. K AS MENTIONED IN At) AND IN A-2).
<br />t4) THIS P.ED. SMALL BEAR To* DATE AID ORIGINAL SEAL AND SOMTRE OF THE PROFESSIONAL.
<br />C4614DL Or RECORD THAT PMEPARM IT.
<br />(0) m����i�C�
<br />- 1/4' 6 TAMP ANCHORS AS MINUFACIUMEO BY i. T. W BLMO M INC.
<br />04. SKITTER MYNFACTUIER'S IABFL SHALL K LOCATED ON A ML40LV VISNILE LOCATION A STORM
<br />PANEL SH V"M N ACCORDANCE WON SEC, 1700.113 Oil' FLORIDA INADING CODE ONE LME.
<br />- 1/4' r A 7/,' CLUI-Ip ANCIHDRS W AIARIRMTURED 9h DEWPAT 1NC (HIM. r. IMO „Aid.)
<br />SHA. K PLACED "A EVERY OPMNG. LANI MNO To COMPLY WIT" SMION IMA.7 OF THE
<br />- I/4Y X 3J4. SOUD-SET AMCH*MV' AS OISTWRo`UTD BY ALL POW SCRON, BOLT • SPECIALTY CO.
<br />FLORIDA 9UKDM CODE
<br />MN. I"I= P.A.I.)
<br />- 144-10 PAIFL MATE FDA" 0 AM PANELYATE PLUS #X"O AS MANUFACTURED BY E= CTIIERRUCTON
<br />IRIS oavrm SNAIL ONLY K USED TO
<br />, DKAN PERMITS of THE STATE of FlON41t
<br />PIHOOUCI3 (MIN. rM-2071 P,..L) ANNIM
<br />- t/4• A CF TAP -GNP AMM40M AS MIANUrACTAID BY TRU-rAST CO6WMPON 1rR A.
<br />rumm BW DIMG CODE Nth w11 lg4
<br />•,•C••.'•:l NHrrto6
<br />8.1) MMNW FOEMNDNT Or TAPCON ANCHORS. ELCO PAIEAN LMATES D CF TAP-GRi ANGTHEION. INTO E
<br />BLOCK UNIT SHALL ME I 1/4•. - �O %T•M' a.• 20 GASE GUYANM SM InDI M PMM
<br />'• N0. 4 1B7
<br />IW CAUI-N • SOLID -SET AN04ORS SMALL K UNI E00E0 7/r INTO THE CONGKTE TiLOCK UNIT. N 1
<br />INTO STUCCO SMALL K PDwrm. t/4• 0-2o SCRM USED MALL K 1 1/2- LONG WYNLN
<br />/(� PRODtIC'f3, 4
<br />EN15t, MG t' HO&" FOR WALLS WIN 40 STUCCO. 4i CIA
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<br />No. 44161
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<br />i__ ,2s'- t.is7s• TEo w' *0 ® KEYayN°yICKEL"PM91E eb F ATEA.
<br />2.OD0' rY'rEEi 4 AT PAH tl, ' ._.
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<br />ALUMINUM ANGLE , 7MONOLITHIC *APO � •NW1MUW/ AMIXTIO
<br />I791. CI HICAG MIW aEn). s !fN/IIOM7HNR,DWE
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<br />Large missile imps[ tests were performed under SSTO 12-99 standard as
<br />per section 1609.1 bf the Florida Building Code. Uniform static toads as per
<br />Section 1709.8.3, r AS7'M E• -MO. Test reports prepared by American Testing
<br />Lob of South Florida, A$Pbd # 0914.01-01 dated OS/11/02 witnessed by WfNism
<br />R. Mehoer, P.E,. $ortz Moroz, P.E, and Henry Hattem, P.E. and tteport NO.
<br />0219.01-69, dated February 26, 2009, signed and settled by Edmundo
<br />Largaospada, P.E. and Henry Hattem, P.E. Large n1loalle impact and cyclic
<br />loadings per Protobdts TAS 201 Rtt 203,as per section 1609.1.2 of the Florida
<br />Building Code. Test Ispod prepared by American Testing Lab of South Florida,
<br />Report No. 1123.01-0, dMed November23, 2010, signed and sealed by Jute E.
<br />Gonzalez, RE
<br />Tensile test report Nd. XM-198 by QC Metallurgical, Inc., dated March 13. 2000,
<br />signed and sealed by Prank Grate, RE, as perASTM E-8 and Tensile Teat as
<br />per QC Melleflurillftl Report No. tOKM-1318, dated December 11 201D signed
<br />and sealed by Jerry Joc'lofano, P.E. as per ASTM E6.
<br />On 24 Gap Golvarbod Steel Stamm Parisi for maximum panel length vs, design
<br />wind load, as wdil As maximum anchor spacing vs. design wind load And panel
<br />length based oh rational and comparative analysis, and In accordance with
<br />section 1804 of he Florida Building Code. Calculations prepared by Tlitecot
<br />Inc., dated 12tl WiD and OK7113 (for this revision), Signed wild sasied by Water
<br />A. Tilit, Jr., P.E.
<br />Large missile Impact under section 1009.1.2 of the Florida Building Code, as per
<br />SSTO 12-99 Standard and TAS 201,
<br />24 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />pressures, Maximum panel length shell be ax indicated on sheets 3, 9, 10, 11,
<br />12 and 17 of IS of Product Evaluation Document (P.E.D.), drawing No, 20.176.
<br />Maximum Anchor Spacing snall be as indicated on sheets 5, 9,10,11,13 thru 1S
<br />and 18 of 18) of Product Evaluation Document (P.E.D.), drawing No. 20-175.
<br />24 Gaga GAivarllzed Steel Storm Panel has Won Verified for code compliance to
<br />work as a ndh-porous storm shuns assembly, as par SSTD 1249 Standard.
<br />3
<br />Installation shall be performed Strictly in accordance with details indcated on
<br />sheets 3 thru 8,12 thru 18 of 18, of Product Evaluation Document (P.E.D.),
<br />drawing. No. 20.178. Minimum separation to glass shall be as Indicated on
<br />shoots 3, 6, 13, 14, 16,15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />A. MATMOAL OMBACTEFHSTiCSAND SPECLF'ICATJONS-
<br />Shall be strictly in accordan is with General Notes and Components Indicated on
<br />sheet 1 and 2 of IS, of Product Evaluation Documant (P.E.D.), dravwtng No.
<br />2C-175,
<br />Anchor specifications *hall be as indicated on sheet 1 of 18, of Product
<br />Evaluation DO Aurlent (P.E.D.), drawing No. 20-175.
<br />77. LifONSAND CONDITIONS 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 (RE.D.). drawing No. 20.173
<br />pre red TdteeD. inc. and signed and sealed Walter A. T9111 P.E. pa IS' � by Jr...
<br />7.Z Product shall not be installed within HIGH VELOCITY HURRiCANE ZONES
<br />as defined on section 1520.2 of the Florida hiding 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. TIIItt, Jr,, P.E. (Florida License
<br />No. 44116n President of Tarn, Inc. (Florida CA-0=719).
<br />WATt4L
<br />D:, TILTM0O AOMON RCORRB U3, E. REApRT.20
<br />G&VANUED BTPELSTORM PAM 0111W7020-1761
<br />1/4. 2/4, 3/4. 4/4. 5/5. 7/S,
<br />t1A1/10. 2W/10. 3W/10, 4W/i0. 6/5
<br />SMr/10. 6w/11 a 7W/11
<br />r MAtf ANCNOIS: FOR COACWE SEE SCHEDULE ON 91EEY8 B • o r Mw_
<br />r•t' MNL Ft M WDOD SEE sfC110r15 ON SrtM 10 it 11
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<br />(SEE SECION3 AS J �'� _ ILS. 9:I.W/ )/S' . 3/32'
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<br />SW/10, aW/it 4 7W/it
<br />I_ -_..ANCHORS: MR WNCOM SEE SCHEDULE ON SECTS B t a
<br />FOR W000 SEX SECIIONS OR 91EET8 10 a It
<br />REGULAR STORY PANELS (1) ELEV ON
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