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N 111. _ , , - -ui—_.. -- --- - - -- — 1 - - 1 I 1 .1" . 11
<br />9
<br />J
<br />1 L ECO INC.
<br />TILLR TESTING R ENGINEERING OOMPANY
<br />PRODnCr 6V . 2
<br />2.2. TEST REPORTS:
<br />Large missile impact and fatigue load le(1ts were performed under Protocols TAB
<br />201, 203 as r Becton 1826 of the Florida BuildingCoda. Undorm static loads
<br />3
<br />6. MATERIAL C ARACTERISTiCS (1N1�-SPECIFICATIONS:
<br />Shah be Strictly lo accordance with General Notes and Components, Indicated on
<br />sheet 1, 2 and 22 of 26, of Product Evaluation Document (P.E.D.), dewing
<br />1 L ECO INC.
<br />TILLIf rEsnNo s tNG1NEeaItMo t:otYIPAEIIY
<br />qaLTER h. �y� t, - - nt
<br />PRODUCT EVALUATION REPORT r'•�* i m
<br />vrATrs T11r1T rR ,r!^ )
<br />wLLbmwX
<br />or s,w
<br />rLfALi-_
<br />as per 02 Protocol. Test reports prepared Hurricane Engineering 8
<br />P@ po P p Y 9� U19
<br />No.30.176.Anchor apeciiBcatlorna strati be as Indicated on sheets 1, T and 21 of
<br />ELLA.,w°°°`".°°as"q
<br />Testing, Inc., Reports # 96-568 dated 08109/1996, #96.570 dated 09118/1998,
<br />26, of Product Evaluation Document (P.E.D.). drawing No. 3A-175.
<br />PRODUCT' EVALUATION REPORT
<br />#9"0 dated OW20/1996, all three signed and sealed by Hector M. Medina,
<br />REPORT NO.: 20-0727.02
<br />P.E., Fenestration Testing Laboratory, Inc. reports # 2032 dated 04118119M and
<br /># 2128 dated 10/06/1098 witnessed by Gilbert Diamond, P.E. and Report No.
<br />7. L.IIUIITATiONS AND CONDITIONS OF USE,•
<br />DATE: July 27, 2020
<br />REPORTNO.: 20•s72i.O1
<br />0219.01-09, dated March 4, 2000, signed and sealed by Edmundo Largaespada,
<br />P.E. and Henry Hattem, P.E.
<br />7.1. Shall be strictly in compliance with General Notes No. 1, 8 thru 14, indicated
<br />PRODUCT CATEGORY: Shutters
<br />DATE: duly 26, 2020
<br />Tensile test report No by Inc., dated March 73, 2009,
<br />on sheet 1 of 28, as well es General Notes # 1 thru 4 and 11 thru 16, Indicated
<br />on sheet 21 of 26 of Product Evaluation Document (P.E.D.), drawing No. 20.176
<br />PRODUCT SUWCATEGiORY: Storm Panels
<br />PRODUCT t:ATECi01tY: Shutwm
<br />P.E.Meta9urgical,
<br />signed and sealed by Frank Gmte, .E.
<br />rankDCMGr7
<br />prepared by T'tltaco, Inc. and signed and $salad by Walter A. Tilt, Jr„ P.E.
<br />PRODUCT 11tIH-CATEGORY: Storm panels
<br />2. STRUCTURAL ENGINEERINO CALCULATIONS:
<br />7.2" Product may be installed within HIGH VELOCITY HURRICANE ZONES as
<br />PRODUCT NAME: 24 GAGE GALVANIZED STEEL STORM
<br />PANEL
<br />PRODUCT NAME: 20 GAGE GALVANIZED STEEL STORM PANEL
<br />On 20 Gage Galvanized Steel Storm Panal for maximum panel length vs. design
<br />wind bad, as well as maximum anchor spacing vs. design wind toad and panel
<br />defined on section 1820.2 of the Florida Building Code.
<br />MANUFACTURER: Global PlTomcllon Products. LLC
<br />MANUFACTUREFIli Global Pmtmfta Products LLQ
<br />length based on rational and comparative analysis, and In accordance with
<br />section 161 a of the Florida Building Code. Calculations prepared by Tilteco, Inc.,
<br />7.3. Product shad only be installed Into poured concrete, concrete block, and
<br />wood frame
<br />48W S.W. 51 Street
<br />4800 S.W. 61 Street
<br />dated 11/03/00 and 03112115, signed and sealed by Walter A. Tillit, Jr., P.E.
<br />structures.
<br />Davis. Florida 33314
<br />Davie Florids33314
<br />1 UATI
<br />RPOSE OF EVALON
<br />3- MISSILE IMe&M REE WANCE:
<br />Product Evaluation Report prepared by Walter A. TOM, Jr.. P.E. (Florida License
<br />, PURPOSE EVALUATIOW.
<br />Thi� a Product Evaluation Report issued by Wetter A. Tltllt, Jr., P.E. (System
<br />Large missile Impact under section 1626 of the Florida Building Coda, as per
<br />TAS 201 Protocol'
<br />No. 44107), President ofTiltsco, Inc. (Florida CA-0006719).
<br />This is a Product Evaluation Reportissued by WattorA. Tltllt, Jr., P.E. (System
<br />ID # 1906) to the Global Protaction Products, LLC, Rule Chapter No.
<br />ID # 1900) to the Global Protection Products, LLC, Rule Chapter No.
<br />51G20.3, Method 1 D of the Florida Department of Business and
<br />4. WIND LOADS RESISTANCE
<br />("vp"rtt..
<br />% 41
<br />61420-3, Method I of the Florida Department of Business and
<br />Protesatonal Regulation.
<br />20 Gage Galvanized Steel Storm Panel has been verified to sustain wind
<br />Y,�,. �'
<br />�; JJEN
<br />Protssstonal Regulation.
<br />This product is tNTI issued an Evaluation
<br />p being Report as described herein, o has
<br />pressures. Maximum panel length shall be as indicated on sheets 8, 10, 14,15,
<br />44187
<br />This product is being issued an Evaluation Report as described herein, and has
<br />been compliance !rI accordance with Seventh Edition of the
<br />n
<br />for code, Is
<br />16, 18, 25 and 26 of 28 of Product Evaluator Document (P.E.D.), drawing No.
<br />20-176. Maximum Anchor Spacing shall be as Indicated on shoats 8, 9, 10, 11,
<br />G : *
<br />been verified for comps amee in accordance with the 2020 Seventh Edition ct the
<br />aBoiVerified
<br />an
<br />Florida Building Code, and to verify that the product is for the purpose Intended
<br />uc for
<br />et beat equivalent is that required by the Code
<br />14, 15, 17, 18, 19,20 25 and 26 of 26, of Product Evaluation Document (P.E.D.),
<br />{ )
<br />? ��' STATE OF
<br />Florida Building Code, end to verify that the product is for the purpose Intended
<br />M 1�St equivalent to that required by the Code.
<br />This Product
<br />dra+IririnQ Na 20.176.
<br />0A1P
<br />S/pNgl ENS
<br />This Product Evaluation Report be
<br />Evaluation Report shall be subject to review and revision in case of
<br />5. INSTALLATION:
<br />MunnuuLWL
<br />shall subject to review and revision in case of
<br />s Building Code change that mayatiect Its limitations and conditions
<br />a Building Code change that may affect its limitations snd conditions
<br />Installation shall be performed strictly in accordance with details indicated on
<br />2 EVIDENCE SUBMITTED.
<br />2.1. PRODUCT EVALUATION. DOOMMME_NT IP.E.d.1:
<br />sheets 3 thru 7,10 thru 20, 23, 24 and 26 of 26, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20-176. Minimum separation to glass shall be as
<br />D;i T1 TEC4 AnMON RECORDS I P. E. REPORT.20 10L09AL PROTECTION PRODUCTS, LLc 120 6AOE
<br />IGAILVANIMSTEEL STORM PANIMO WOW20.14 REPORT 020G72B.01
<br />Drawing No. 20-176, titled N20 (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.). drawling No, 20.174.
<br />2.1. PRODUCT W&LIATION DOCUMENT {P.L12,1:
<br />*24
<br />sheets 1 of prepared by TilThis Inc:; signed and sealed by Wetter A.
<br />Drawing No.20.175, tried GAGE GALVANIZED STEEL STORM PANEL',
<br />Jr.,P. E.; to
<br />Tillit, , P.E.; dated 07/28/2020. Tile drawing is an integral part t�yil his
<br />Evaluation rt. ,"IL Nlni
<br />Repo�It
<br />M+} fill - ,,
<br />} ! �'
<br />7/T
<br />sheets 1 thru 18 of 18 prepared by Tittow, Inc,; signed and sealed by Waiter A.
<br />Tillit, Jr., P.E.; dated 0712712020. This drawing is an inte$$tp hlMii jj�Is
<br />A i/(
<br />A.
<br />�}GENStcGEIII
<br />Evaluation Report. �a
<br />— 7— No, 44167 E
<br />* i*
<br />,k
<br />- 7 *1+37
<br />7 STATE OF
<br />F�ORiA
<br />=
<br />167
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<br />ass o)?lo q tom'
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<br />�,`�•S!„
<br />6355 N.W. 36tb Street, Suite 305, Mtemi, Florida 33166 - Flhoae: (3R5) 871.1530 Bi, ttj iP31
<br />t
<br />!Ay,AAAAONAI 1
<br />NifIIHMIL
<br />6355 N.W. 3dth Street, Suite 305, Miar L Florida 33166 - Phone: (305) 871-t A+Jd(tq(3Ti -1531
<br />Nte,It I
<br />'1 IN/IIIIHa1H
<br />IIIir ai4.iL4Ai.4•
<br />B.sl IN CASE 'PAT PRECAST SIONE. OR IML
<br />STUCCO OR WOOD DOW= BE FOUND
<br />S
<br />COING WALL MCHM SHALL BE LOB' ENOAOM OTREACH TCONCRETE HE E MAKE, S'EW C'WNE BD" PW'Et
<br />d,
<br />I. SIORM NM4 SIIOIN ON 71N15 PROOIACT MAWTON DOCNETAT tP [A) HAS BEEN VF.Rm FOR COMPLIANCE N
<br />ANlSDRNK R,ML BE A6 LEIIr10111lD W 8.1) AM N 62).
<br />ACCOIDANCE WITHTHE 2020 (7W. EO110M) Co, THE ,M1AIRM NRLONG COOS
<br />(C) laWOOD TAW. -scar as= e . (Lg„E■,);
<br />WIND LOADS 9HW1 E OE1ERiNED AS PER SECTION fI20 f]F 111E ABOYE AIEMgRED CODE.
<br />FOR
<br />FOR A WaD EP[ED A6 IIOOUNED BY THE lION WNW THESE SIAnTERS WRl EE NISTALLW Mill
<br />'EMI,
<br />- 1/4i TAPCON AANS10R3, AS taM61g1CTURt BY I.i.w. BfllOflU. INC
<br />- 014-10 MNDANTE FEMALE 10 AND IAMELLAIE PLUS AN040M AS MANUFACTURED BY ELCO CONSTRICTION PpODOCTS
<br />igjfl
<br />FOR A OMElrDNMlIT F7LTOR N4ao.I5. USING ASLE 7-Ia AID SWILL NOT EftGEEC 1HE IYURMLRM (ASA.)
<br />1 4'P ll1G SCREWS PER R.O.S.
<br />- I
<br />DESIGN PRESSME FATWCS INDICATED ON SHEETS 7 THM) 12. t4,. 1% 16, Ta At 20.
<br />- 7/1" , S/B' WOW RUSE N0. AS USn OUM BY ALL PORN SCREW, BOLT Alt SPECIALTY CO.
<br />N DOM TO VERITY INS ABOVE 001101110H. ULTIMATE DESIGN WND ,.010E DETERMINED PER ASCE 7-16
<br />SHALL RE FIRST IEDUCQD To ASO. DEMON WO LOADS BY MULTIPLYING THEM BY 04 INORDER TO
<br />C 1) WO" THREADED PENETRATION INTO Wald OF TRPCOM AWAM SHALL DE F I/r AND 2• FOR ELCO PANELMATE Pus
<br />CO W THESE W/ W%. (GSA) DESRRN PRESSURE RATINGS NDR:ATIO ON SMiTS 7 THRU 12, Is, is, /4 t6 t 20.
<br />AND PA FINALE FEMALE Q.
<br />ORDER iN AILY,ORS THIS PIS TWO WERE 14DF o4Elt S A 1 N BE
<br />Cl) 6WOWU TNREAIDF.O PENETRATION O' LAD SCREW. WED THE WOOD FRAME Mill SHALL BE 1 1/2•. NO TIRIEADFD
<br />PENETRATION INTO STUCCO SHALL BE CONSOORED AS PART OF THE REWM 11M1EADtn PENETRATION.
<br />SSR
<br />% R ft L USED NA TO WOO STIFF
<br />SIESS FOR 11ND L01DS MMS a USED N illEal ANALTSIS. riLSlOIaK SPACING TO MOOD HAS EOM OE7FRAaAED N
<br />F DETE ED At
<br />ACCORD94M WITH N.D.S. 201a
<br />C3) WMWW EDGE OMTNIDE OF LAD SCRDES. NTO WOW SHALL BE AS ROOM IN THT6 D%WMC
<br />SMM•M PMBL•S AOEOUN.Y FOR WOO AND WOO RESISTANCE EI S BEEN VUWIED N ACCORDANCE WTM SECTION t626 OF
<br />THE ABOVE MENTIONED CODE AS PER HURRICANE OOMNWM t IESTRNO NC. AUVM 66-50, •6-570 A a6 AND
<br />•O0b .
<br />C4) 1NwM1Ut1 PENETRATION O BUSWD SHALL BE S/6'1-730 le I-20 SCREWS USED SHALL RE t 1/2• LONG WIMW
<br />FOJESIRDM TESTING LAR NO.. REPDNI4 020M t 12126 . AS PROTOCOLS TAS-201, TAS-202 MO TAS-203.
<br />"AD STUCCO OW, " 1• WIMMUN FOR WALLS MIN Me SIUCCOL
<br />MiRD•AN TEST LAB Q SOAnIt FLORIDA REPORT rOYlI.01-OI, AS PER TAS 201, T14 202 AAD
<br />AS WELL STANDARDS.
<br />TO 703 RA/gYps.
<br />C5) N CASE THAT PRECAST WOW. OR PRECAST CONOKTC PAMEIA SOVCCO a WOW Bi0AM5 BE FOUND ON THE EIIIBTW4C
<br />2 ALL ALLRANDAf EXTRUSIONS To I0a3-tW Audr AND tEawER: (tNLSs OTNEAWIBE NOTED}- SEE SNE[T 2
<br />WILL, AN010RS SMLL BE LAND ENOUGH TO rEAi3N THE AIAN 5TRUCURE BUWD SUCH PANELS
<br />4040PACE yNLL BE AS MPMMEO N CA). C2) t C4)
<br />3 ALL ALIWIAIOY SEET METAL USED AT CL03Up9 SHALL HAVE )405-H14 ALLAY.
<br />(0) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE SMVDMMFMW06 AND SPECIFICATIONS OF THE ANCHOR'S EAAW rA M A
<br />4 ALL STEEL ,ST EF OESO PANELS IIHAL/FY- e.3 STRUCTURAL R OUA)R SIiEl.. AWN A-633 ATRADE 30 AMIaAtWI. G-60
<br />QALW1107ED Sim oE.aGU,T10N W/FY. SAS M (AIFTER ROLLED).
<br />• PANELS MAY ALSO BE 6/S1'Mi® I ORMFTALLY FOLLOW** 0479AAYWN DETAILS WKIN ON SECTION 3 THROUGH to (SHEETS 4
<br />Pf ourHI 6) own "W 14Wom m t 0 SHALL NOT BE USED -
<br />5. ALL SCK TO FK STAMM STEEIL 304 OR 316 AIM SERIES OR COMMON RESISTANT COATED CARBON STEEL AS PER
<br />ON t100,a So to YIELD STRENGTH qC 90 UP TENSILE SlflENGM At STYLL COMPLY w/ FLORIDA BUILDING CODE
<br />a. ITSItAL► E ?HEPOfI&BIUTY K RESOF THE CONTRACTOR To vDrY THE SOtNTHEpMEsS OF TSTRUCTURE WHERE SHN11'TER f5 M RE
<br />1 -
<br />SECTION 24I .3.34.
<br />ATTACHED To WSLNIE PROPER ANCHORAGE THIS SHNTTOE S ALI ONLY E ATTACKED TO CIE. 8.DCI OR WOW FRAME
<br />"000+5.
<br />6. BOLTS 10 E AMU A-307 CM.WMM SFEEL, tW NEW 304 SERFS SIAPAM 51M OM 36 Hr U"" YIELD
<br />STRENOM
<br />to. EACH REGULAR STORK PANEL. WITH UENGTHS. OEN W-B flIR0" 12'-4; AS PER SOCMIO/L4 6, 1L N t TO AND AL/ONWNFS (LW,
<br />9W !TOW bN SNEOS 5, 6 t 12 REt.PEC'TN0.Y; SHALL HME A tfOBLE MD READEY VISIBLE MAIIIFW NSIRUEM GOER W
<br />r ApCHORS t0 11WL SHALL BE AS FOLLOW
<br />TMW W& 1`to SEGWE PANELS WTH AAtMl E t1EVMORCOMENT 1RWNIC Pt760Ds OF HURRICANE WARNNO
<br />(A) TO E1e4f71M. PGIANED CdICE1E,.
<br />II THE NSTMIATION CONTRAL4LIR IS /0 SIX/CAUUSHUTTER
<br />L ALL 6TTER CaEDGES Wf6CN REMAIN IN Wag" CONTACT ON
<br />- 1/4'A "CON ANC,,, AS MANUFACTURED BY I.T.WOWLDFX. INC. (W f' -3102 P.1)
<br />THE BUILDING To PRMW MAW/RAN ITDM M.
<br />- 1/4• F A 7 •N HYAL-AMICHORS, AS FANFACTURED BY DDWALT NO. (MNc-
<br />. I'3000 P.LL}
<br />- I14'W A 3/4-SOW-SET ANCHORS. AS Da OWMD BY ALL POW SCREW, BOIL t SPECIALTY CO.
<br />12. STORM PANEL 66TALLAWN SHALL COMPLY WIN4W EELS 0ATIO IN THIS ORMRNG PLUS ANY BIRLUND AND ZONNC REGULATIONS
<br />(Uri. re-3000 r.N-L)
<br />PROVOED BY THE AURND1crtol, MERE PERMIT IS WIZ To.
<br />- 114-10 ►MNEIAMIE FEMALE D At PANELMATE PLUS ANC,tORS. AS MANUFACTURED BY ELCO CCR7RUCTON PRWVCM
<br />(MN. 1'-3350 P-i.)
<br />13. (a) THIS PRODUCT EOUATNON DOCVLENT (P.ED.} PREPARED BY THE ENONEFR 15 BOOK AND DOES Not FRDWX MORINTNN
<br />- 1/4•0 OF TAP -GRIP ANCHOR& AS MANUFACTURED BY IRU-FAST CORPORATION (re-3600 p—)
<br />FOR A SITE SPOOK PAOJECT; 1.4. MERE TIE SITE CONDITIONS DEVIATE FROM THE PEA
<br />At) AEMOM DAMMMFIE OF TAPCON ANCH0115 INTO POUIRD CONCRETE SFALL E 1 3/4•: 2' FOR PANELMAX FEMALE
<br />(6) CONTRACTOR TO E REPWGSLE FOR THE SELECTION, MADO E AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT
<br />BASED ON Tom PE.O PRWOEO HElow DOES WOEVN7E FROM THE CONDITIONS pETAAEp ON TWS ODCLAEM
<br />0 AND PMEMALTE PLUS AND 1 1/4' FOR OF TAP ANCHORS.
<br />CONSTRUCTION SAFETY AT SITE 0 THE CONTRACRMrS RESP'ONMOY..
<br />AI) CNX-N At SOW-W AMCHM SHALL E E►EE GED 7/e' INTO THE POUND[) CONCRETE NO EEIEDMENI KID
<br />(C) THIS POMKI C49.tA OL WV" WILL E LON90ERED WNAJO E MOOIFED,.
<br />STUCCO SMALL E PO4MI O. 1/4. 4-20 SCRM USED 94LL E 1 1/2' LONG fAINNUM SHOULD SILK= 01M.
<br />RD I• MNWIRM FOR WALLS W1 H NO WUCO. ,AND EMY E HEADED SCREWS OR ALL TEIREAM SCAM W/O WAD.
<br />(n) SITE SPOCIM FROAECTS SHALL E PREPARED A A FLOA M ImOSTO1W ENGINEER OR ARCHITECT WHICH WILL BECOME THE
<br />on WITH MIND NUS.
<br />ENGINEER W RECORD (EaR} FOR THE PROJECT NO WHO BILL E RESPONSIBLE FOR THE
<br />PROPER USE OF THE ►.ED. ENC6EER ar REWRO. ICTNC As A 04FJGTEb ENONiER To THE
<br />A.3) N CASE THAI PRECAST STONE. RECAST CONCRETE PANELS, FWAOI;. STUCCO OR WOW RDIRDS E FOND ON ME
<br />P.E.O. ENGINEER. 51fALL SUBMIT10 TTN6 uT1ER T)E VIE SPECFTC ORAWtn03 ITlR BE,Rtl1.
<br />EXISTING WALL OR FINK N40MS MALL BE LONG ENOUGH TO BEACH THE MAIN STRUCTURE Doom SUCH
<br />PANELS ANCNOWa SAIL BE AS MDRXM N At) AND N A2)
<br />(0) THIS P.ED. 944U BEAN THE DATE AND OMOOM SEAL AND SWTLRE OF 1TE PROFESSIONAL
<br />EIDNM QF RCOf10 TWT PREPARED IT.
<br />W m /4' 0 TAPOONJ ANC ORS A WML UFAC
<br />- I/4' I TAPOON ANCHORS AS MiMa1FACT1Rlm E 1. 1 W B1ItDEX. RC.
<br />t4 SHUTTER MAIXACIUREWS LABEL SHALL BE LOCATED ON A PLULT VKIBE LOCATION AT SrglW
<br />PANEL 51111rIW N ACCORDANCE KIM SECTION 1700.I.3 Or FU~ BUILDING, CODE ONE LABEL
<br />- f/4• a . 7/3' CAIH-N MLT ANCADRS, AS MANUFACTURED BY DEVMC (MIN. a -1500 P—)
<br />$KILL E PLACED FOR EVM OPENING. LABELING To C(WPLY Room SECTION I706.6.2 OF THE
<br />- 1/4•0 13/4- SOUO-SET ANCHORS. As DISI 4WW BY ALL PONT SCREW, Bat t SPMALTY CO.
<br />(MW. Cntaeo ol"J.)
<br />- /14-10 PPAN .MAlt FDA" D AND PANELWTE PLUS ANCHORS, AS MAAUFACRNED BY IWO WNSTRIWTDN
<br />FLORIDA BULOM CODE.
<br />1-^
<br />�Tm stau. ONLY BE USED TO
<br />PRODUCTS (Mat. V�207i PI.I.} oBTNN PO%WIS IN THE STATE OF FLORIDA
<br />µ
<br />- 1/4• W u• TAP -GRIP ANCHORS. AS WANUFACTINED BY TRU-FASE CORPORATION
<br />55" TIP*, -
<br />•••.•�• /l
<br />��
<br />B.1) MRM W LOOMOrr Or TAPCON MICRONS. ELGO PNEIMATES AND OF TAP-GW MNCIOE NTD •" •vC
<br />FLORIOA BUILDING CEI� M h w" NMrb•
<br />BLOCK UNIT SMU BE 1 1/4•.
<br />u^
<br />iTrZ:t.L
<br />_ .omo taTrm Ao
<br />20 "BE 6p vANM STEEL 410101 PANEL
<br />92) u4A-N t saLD-sET A1W}LOR'S SHALL BE ETeFDOED t/a• INTO THE CONCRETE BLOOM urn. No .f�67
<br />INTO STUCCO SWY.L BE PERMEM. 1/4' 0-20 SCREWS USED LPLL BE I t/2- LONG IEaMUMPim
<br />l T.•i1DN Wr„H,yT,E,�.EIOS1,
<br />C .-
<br />ANp 1' tANIMIN FOR WALS WRN NO STXX;O. C7A
<br />�__,—`_ I L�E A
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<br />59i�P:6 WAt%A�$"At—
<br />''�
<br />O,A, r O ft a
<br />an a "OUCH Wea)
<br />STAtfI 3/6.1
<br />INSTALLATION DETAILS FOR REGULAR PANELS(l) A 1�)
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES aN1 m MICDRI
<br />Weals 6f°�i= of s}
<br />Whims A rAIMW1W 0)) i pa 1 a,4
<br />am— I
<br />Damn AWFKT7
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<br />MHL_
<br />CONCRETE ItEOtIfMFD. f i •,sA _,_. i
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<br />t+a fo•aHt[ a— � •� ara�
<br />am a MIap1 a) \ Wa75 a 1,IIOI,IH 67 Wt6R aWaDIpN 6)
<br />KALE 3/9-t 'Low.; SCALE 3/••1
<br />Ell. Al EDGE 06M M
<br />(SEE SCHEDULE ON
<br />SHEETS s ! W)
<br />j
<br />$
<br />A+Tsn EDa CYBIBI►ITON ■ sF[TW1KS:
<br />_ AIIICIION6 ._g�aEtE�RE aR
<br />IRlcls • iHR011a1 to
<br />SCALE 3/9-1-
<br />TOP & 90TTOM
<br />CMMMM IN ANY SW CAN BE
<br />COMPONENTS FOR REGULAR
<br />A LIFE SAFETY
<br />(SCALE 1/2-17
<br />STORM PANELS
<br />(TOTAL "--
<br />-1(r7iiClNi MOM)
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<br />© STORY PAt,WI
<br />(� END
<br />STORY PAWL
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<br />(-- s.aoo'" 2000•-----
<br />END UP W/ D EDGE.
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<br />2
<br />Large missile impact load tests were performed under SSTD 12.99 standard ae
<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 reporte prepared by American Testing
<br />Lab of South Floride, Report # 0814.07-01 dated 03M 1102 witnessed by William
<br />R. Mehner. P.E. Borix Moroz, P.E. and Henry Hattem, P.E. and {:report No.
<br />0219.01-09, dated February 25, 2009, signed and Basted by Edmundo
<br />Largaospods, P.E. and Henry Hattem, P.E. Large missile impact and cyclic
<br />loadings per Protocols TAS 201 6 203 as per section 1809.1.2 of the Florida
<br />Building Code. Teel Report prepared by American Testing Lab of South Florida,
<br />Report No.114.01-1% dated tdavember23, 2010. signed and sealed by Julio E.
<br />Gonzalez, P.E.
<br />Tensile test report No. BCM-198 by OC Metallurgical, Inc., dated March 13, 2000,
<br />signed and sealed by Frank Grate, P.E, as perASTM E-8 and Tensile Test as
<br />per QC Metallurgical Report No. 1OKM-1318, dated December 1, 2010 signed
<br />and sealed by Jerry Jaciofeno, P.E. as per ASTM E-8.
<br />On 24 Gage Galvanized Stoat Storm Panel for maximum panel length vs. design
<br />wi
<br />nd load, as well as maximum anchor spacing vs. design wind load and panel
<br />length based on rational and comparative analysis, and in accordance with
<br />section 1004 of the Florida Building Code. Calcutatlorls prepared by Tlfteco,
<br />Inc., dated 12M SMO and 08/27/13 (for this revision), signed and sealed by Walter
<br />A. 7111k, Jr., P.E.
<br />3• MISSILE IMPACT RESISTANCE;;
<br />Large missile Impact under section 1609.1.2 of the Florida Building Code, as per
<br />SSTD 12-99 Standard and TAS 201.
<br />24 Gage Galvanized Steel Stone Panel has been verified to sustain wind
<br />pressures. Maximum panel length shall be as Indicated on ehsats 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, 10,11,13 thru 16
<br />and 18 of 18, of Product Evaluation Document (P,E.D.)I drawing No. 20-175.
<br />24 Gage Galvanized Steel Storm Panel has been verified for code compliance to
<br />work as a non -porous storm shutter assembly, as per SSTD 12-99 Standard.
<br />_0EMd'F
<br />4:" 0167
<br />1/4, 2/4. 3/4. 4/4. 5/5. 7/5.
<br />1W/10. 2W/10, 3W/10. 4w/10.
<br />5100/10. sw/11 t 7w/ti
<br />ANCHM: FOR iXTtVCI1EiE SEE SCHW" ON SNE16 B t
<br />T FOR WOW SEE S£CT*d ON SHEM 10 t /,
<br />O / ,, 0
<br />3
<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 (F.E.D.),
<br />drawing No. 20-175. Minimum separation to glass shall be as indicated on
<br />sheets 3, 6, 13, 14, 16, 15 and 18 of 18, of Product Evaluation Document
<br />(P.E.D.), drawing No. 20.175.
<br />I.. -MATERIAL CHARACTIMATICS AND SPECIFICATIONS•
<br />Shall be strictly in aocdrdamx a with General Notes and Components Indicated on
<br />sheet 1 and 2 of 18, of Product Evaluation Document (P.E.D.), drawing No.
<br />20.175.
<br />Anchor specifications shall be as Indlasted on sheet 1 of 18, of Product
<br />Evaluation Document (P.E.D.), dnewiing No. 20-175.
<br />7, 1. Shall be strictly in compliance with General Notes No. 1. 8 thru 14. Indicated
<br />on sheen of 18 of Product Evaluation Document P.E.D.), drawing No. 20.178
<br />prepared by Tilleeo, Inc. and signed and sealed by Walter A. TAIit, Jr., P.E.
<br />7.2. Product shall not be Installed within HIGH VELOCITY HURRICANE ZONES
<br />as defined on section Ie20.2 of the Florida Building Code,
<br />7.3. Product shall only be Installed into poured concrete, concrete block, and
<br />WOW franca structures.
<br />Product Evaluation Report prepared by Walter A. Will, Jr„ P.E. (Florida License
<br />No. 44167), President of Tllteoo, Inc. (Florida CA-00061`19).
<br />WATILL
<br />D_t TILTE,CO AD,MON ReCORpe 0, E. REPORT.2C
<br />GALVANIZED STEEL STORM PANEL (DRWO0 20-1761
<br />6/5
<br />r HMN
<br />'rI. YN.�
<br />BOLTED P44EL5 W/ 1/4
<br />(SEE SECTIONS AS APPLICABLE)
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<br />17J�©•V'® l�J°F3, -. 1/4. 2/4. 3/4. 4/4, 5/5. 7/5. s_r►wt a
<br />,• 1W/10, ZW/10. 3w/10. 4w/10. B'
<br />SW/10. eW/i1 a 7W/11 /S
<br />AW N=; FOR COACRITE SEE SOMLI ON SHOO 6 t I----
<br />-. me WOOD SEE SECTDNC ON ON" 10 t 11
<br />REGULAR STORM PANELS Cl) Ail( 9 ELEVATION
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<br />INSTALLATION DETAILS FOR REGULAR PANELS dt C1a
<br />INTO EXISTING POURED CONCRETE OR CONCRETE BLOCK STRUCTURES
<br />ppyq�p ��II�p ►Q{�p AMCHDNS TO CONCRETE SEE $CHROME ON BMW a
<br />-�L( .10aE 8�00C1RE1E I ON LAFIONETE BOCK f—SiL WNCIC2 BLOOL ,3, mom
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<br />„err unit WeM rTWM!• ; No 44167 4a0I0 t"°C° "a tD GAGE GALVA"M STEEL ST M PANEL FP. Q
<br />ED. - rDGE 06rAtICE -- - DO W ar. Z
<br />(SEE SCHEDULE ON TOP t BOTTOM Mo1NEIWIGs CAN BE * D __ PROTECTION lama Ts, Lid r altos
<br />SFW B) COMBINED IN ANY WAY TO SUIT ANY IL E C O NNB- a00 BAD, 1RTm Z
<br />9'•
<br />INSTALLATION, d'•.
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