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HomeMy WebLinkAboutProduct Approval M No 14 C-77 �a� Off. baa Qp a 1 1 06/17/2015 12:45 FAX IZ0003 Lou's Aluminum LLC- 772.56313714 p:2 Floods 1:! l iiiig Cede:Online °r SOr E_-*tiara tC4M URf Ret;M2rt''fm mprFom a;vl arc":15 Fe HB:a!IG faq uts7 EKI5 Sttr h;Ip••q0., Se:sf<Ii ({'9 qvn ..:.�::n?l.f?:<>•t:l:..,.�:a :tttE?:.d.:, - ^:(itfo, �wvD3Entbn l.Ec: ........... .dv(1C,t'G315'v'Et••fY PE a".LL FrcdL_Mwuradurw :.htSaFfi.'Y. :LL [ytp"f-7Ftln atnAe°7 Rt.[. G:u-�RGa�:e>Y,Kitotl .».U_ :ir.78aty kouta-i:ti en-ay. ALL Qrafity Ap.9U rer^Ew+:ay.Warv[ru �rf:�re:f ALL pTY3uCt'8'b fai,VBmh:.:ct,N<a7•.1,5 S:7_ pmdOY bes-Moban �LL �&ppmwesi It,6F.0 Ht=tT_ 4:t Appt,;YW for ass eetsica 4VE* t:tRCaai aact4.ari ALL D415,0rt ..AL:. .... R ......•.....: Y.., t�.t fkw._..............::.�,. 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ML . ...... . �6 i 5p.wimv kfW.Ra it.op a .. ........ rer ii%i -44,11,OkJZ3. ................. ............ ... ............ .............. ........ ..I.......... cmrm niddw.� n4:ernlmh. p: dd.asrx?para.rn=wG -N'X(�wl CEMMILL TES: NG'ES: !? I.STORM PANEL SRQWTH ON THIS PRODUCT EYALIUADON DOCUMENT(P.E.DJ HAS BE£TI VERIFIED FORT CANPISNG_IN B•1)MINIMUM ENBEDMIyf GF TAFCON ANCHORS,ELCo PANELIAATL ELCO me'. 'I MET_MAT£ PLUS'.RFC I•J41 ACCO"nL'ANCC WTRI THE 20,10 EDITION OF TI IE FLORIDA DUILG1Ho CCOE. DYNAEIfi_r AND CRETE-FLEX SSA,INTO DI=CONCRETE ELCCX UNIT SHALL BE 1 1/4'. D=19 WINO LOADS SIM 0E Cc ERM,f FO AS PER SECIICN 1620 OF TTIE ABOVE•°EVTO'+ED CODE, FOR A WAND SPEED AS RECUIP,EC BY THE JURISDIC101 YTHE9E THESE SHVTFERS Wil BE MSTALLF.D AND G.2)7/8"CALK-IN ANCHORS SHALL BE E3ILREL EMBEDDED INTO THE CONCRETE BLOC;( UNIT. FOR A ORECRONAl11T FJACIDR Xe-085. USUG ASCE 1-10 FOR INSTALLATIONS L•NDR 7.UIO FBI'AND S4AL1 UNIT.NO EMBMMLNT INTO STUCCO SIVX.L BE PERVIFT_V. 1/4'0-20 SCREWS USED SINAL;Q 1 1/2"LONG NOT LXOEED THE MAXIMUM(A.S.D,) O_1GN PRESSURE RAIINGS INDICATED ON S4EELq 4'HRU 0, MIN;MIIN SHOULD TTIL.GJI 1NI9T,MCO 1'%d%NUPA FOR•BAITS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION,L.TIMATE DESIGN YANG LOADS DE'ERMINEO PER ASCE 7-10 9.3)VINBJUM EIJBEOUEFT OF 1/4.0 x 3/4'ALL POINTS SGLI7-SE'I ANCHORS SHALL BE 7/8"INFO THE CC6F,REIF SHALL OC FIRST REIIUC[D i0 A.SD,BFJDN INN)LOADS BY NULTIPLYDA THEM BY 0.6 D)OiDER TO BLOCK. ND EUBEFDMLNI NIU STUCCO S'4ALL BE FERNIIIEU.l/4'0-2G S.ti.MACHINE SCREW USE()SHALL aE TD COMPARE THESE W/NW;.(AS.D) 01`4HDN PRESSURF RATINGS IND-CATFD AN SHEETS 4 THiU S. 1 1/2"LONG kltalt!M S'IOUID STUCCO EXIST.PND ''MINIMUM FOR WAILS WIT)I NO STUCCa, IN LSRDFR 10 VERIFY I71AT COUPOIENTS AND ANCHORS ON THIS P.E.Q.AS TESTED WME NOT OVER STRESSED,A 337. B.4)IN rAff IHA:PRECAST STUNT:OP. PRECAST CDNCRTTF.PNt-_LS M FOUND ON THE UISRNG WALL ANCHORS INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS N_IlL USED IN THEIR ANALYSIS,A CJWIION FACTOR CD-1.60 WAS SHALL BE LONG A'NLXIGH TO REACH THI UA:\STRUCTURE FI=HIND SUCH PANELS.ANCHORAGE SHA:L BE AS USED FOR%-LTIFX'ARON OF FASTENERS IN WOOD. TNI/1CAIED ON NOI)S IN 9.1) R B.-e)AII(M, C) STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE RAS BEEN V10FIS0 IN ACCCPCANCE'AITH SEC-ION 1626 (H;)ANCHORS SIIALL OC-:HGTALILD FOLLCW14C ALL Or THE QIZCONN:N]ATIONS AIR SPECIFICATIONS OF THE ANC:TOR'S OF THC-ABOVE VENTONED CODE AS PER AMERICAN TEST LAR REPOP.TS#0425,01-00 Am I CBIB.o1-05.Pin MANUFACTURER. PROTOCOL'7AS-201,TAS=102 AND TAS-202. In 2,ALL STC(L SFIEET VCAL PAKELS SIIAU,HAL'E STRUCTURAL OIWJTf ASTM A653 SO, GRADE 40,PATH 0-90 CµWNIZED 7; PANELS MAY ALSO BE 1NST:LIED 1101117NIIALLY FOLLOWING ITIALLATON DLIALS!UHOWN ON sECIIONS 11HRU 8 (SHEET � STEEL DESIGNATION 6:Fy-57.3 Tell.(AFTER ROTTED) 2 h 3 CF 9)EXCEPT THAT HEADERS 2,3.Y 4 SHALL NOT 9E USED. 3.ALL ALUMINUM EXTRU5ON5 ST01L BE ALUNLVUM ASSOCARON 6053-TS ALLOY A:TFMPFR UNLESS OIHRMISE NOTED. 8,1-SHALL RL THE RCSPONSIROTY OF ME CONTRACTOR YO VEFY,THE SOUNDNESS D? THE STr7JCTuRE WHERE SHUTTER IS 4.ALL SCREWS 10 Et STAINLESS STEEL 304 OR JIB AISI SERIES OR CORROSION REJIS-ANT COATED CARBON STCEL AS PER TO 110 ATTACHED TO UNSURE PROPER MCIIORACE,THIS SHU�p SPALL ONLY tF ATTACHED SO OONC7F.TE,BLOCK Oil WC00 FRAME BUI.DINGS. L'rtH 5W78 W/b0 451 YIELD SfRCNGTH AND 90 kd TENSILE STRENGTH k 6I1ALL CCIIPL'f W/FLORIDA BUILDING CDGf " SECTION 2411.3.3.4, S.THE NSrWTION CONTMCT03 15 M SEAL/CAULK ALL SHUTTER COMPO`IENT EDGES WHICH REMAIN IN CONTNUOVS S.BOLTS TO BE ASIA A-307 GALVANIZED STEEL,OR MS,304 SERIES STAINLESS STEEL,IYIT-.36 kai MIMLIUM YIELD CONTACT WRH THE EII'IDING TO PREVENT%TiNCIRAN 6NMU'•ION.CAULK AND SEA 511UTTER fRACKS ALL A9OUND FAIL STRENGTH. PANEL IF.NGTH. •, r. 6. ANCHORS TO WALL SHALL BE AS TGLLOTVM(UNLESS OIHERL'I,SE NOTED). HO STORM RECULATONS PIPROVDED STALLATIOBY 7 ELJ RSEICITiONnKHERE PERMIT IS APPLIEDSQTRAWNG PLUS ANY BIIILCCNG ANT:70H1N0 (A)To F_X'STING-'OUREO CON;R-=TE (Pc=3 kso: - 1/4'0 TAP CONS h MAXI-ST TAPCONS AS MUFACRJRED 0;•I.-.W./BUT DEN. 11.(0)TMS PRODIY7 EVALUAIICN DM.UMENT(P.EA,)FREPA9E0-'• THIS EN�.WEER IS CENER'C AND OCES NOT PROVICE - 1/4'A RIB.-FLEX 534 ANCHORS AS MANUFACTURED BY ECC C0145TRUC71014 PRODUCTS. INFORMATION FOR A SITE SPECFIC PROJECT,-i.e.WHERE TNS SITE CON)ITIONS CEVIATE FROM THE RED. - 1/4'0 N 7/8"CAIK-IN ANCIIORS, 1/4'0 ELCO male-8 [mole'PANELVAT?'OR 1/4 P LLCD male 'FANELFAITE PLUS'AS MANUFACTURED 8T POWER F.16fM!RS.INC.AND FLC9 CCNSTRUC•NON PRODUC°S, (b)CONTRACTOR TO FT RESPCNSIEIF FOR TFT;S=LECIICT+,PIRNUSE AND INSTALLATION INCLUDING LIFE Sl Ett OF THIS RESPECIINELY. PRCD'JCT BASED ON THUS RED.PRONGED HE/SHE DCF.S TILT DEVIATE 11ICM THE_CONDITONS DCfALF-D ON THIS - 1/4"0 Y 3/4"ALL PO Nr5'SOLIO-SFT ANCI!09S AS D6TR15,TE-"BY AIL POINTS SCREWC, BOLT DOCUMENT.CCNSTROCiICN SAFETY of STE IS THE.MVTRACTOR'S RE5P0NSTBUJTY. -At SPECIALTY CGJPANY. NDTFS (e)THIS FROGUCT EVA'1TAIION DoCJMETI WILL RE CONStULNID IYVAUU IF NUDIFILLI. A,1)MINIMUM EMBEDUc'NT INTO POURED CONCRETE OF TAPCDN ANCHOR OP.CREIC-READ SS4 ANCII0115 IS 1 3/4", (d)SITE SPCCFTC FROJECITS SHALL DC PREPARE➢BY A RLORICA REGISTME'D L11GIREEP,OR ARCHITECT WHICH'ALL FOR ELGO PANELMATES IS 2',FOR ELCO male -PANELNATE PLUS'IS 2. RECONS THF FN6NEED OF RFG.ORD(Cart.,'FOR THE PROJECT AND 15110 WILL BE RESFCIISIBLE FOR THE P9CPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A=16ATED ENGINEER TO PIE P.E.D.ENGINEER.SHALL A.2) 7/8'CALK-IN h\CHORS SHALL BE ENTIRELY EMBEDDED INTO TM'_ POURED CONCRETE.NO EMBEDMITIT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOI RE'JID1. STUCCO SHALL Sk PJiNNITEU. 1/4'6-2C SCHEWS USLD SHALL HF. 1 1/2'LONG MINIMUM SHOULD STUCCO EMET,AND I'MINIMUM FOR WALLS Willi NO STUCCO, (a) IRIS P.L.U.S4NJ.GEAR THE DMI:AND ORC.TIAL SUL AND SAMMURE OF ,li_-PIICFESS.ONAL ENGINEER CF RECORD THAT PR;RkXFU R. A_1) MINIMUM FUP,FI:M,?1T OF 1/4'0 . 3/4"ALL POINTS SOLID-SEF ANC110TG SHALL OC 7/0'INTO RI`-POURED CONCRETE NO Eusto INT INTO STL'cC0 SPALL)3E PERYmo. 1/4'9-20 5.5.AW-DfN--=?NEW USED$FALL 12.SHuRTER UANUFAC:UGFR'S LABEL SIWL BE LC/..ATED ON A izsA LY Nsieur LOCA11014 AT ST07U PANEL Iu ACCORDANCE BE 1 I/2'LONG WNIMUM SHOULD STUCCO east,AND I'MJUMUN FDF,IYALLS IKIH NO STUCCO, OTIH SECTION 1715.4.3 OF FLORIDA BU,.L'INC CODE.ONE LABEL SHAT 4 PWEO FOR EVERY. (21`04140.LAD,;UNG TO , COMPLY WITH SECTION 1716.8.2 OF THE ROR101 BUILDING CODE. AA):N CASE THAT PRECAST STONE,PRECAST CONCRETE P,%-LS, OR PAVERS BE FOUND ON THE DOSTAG'BALL OR , FLOOR,ANCHORS SHALL EE LONG ENCUCH TO REACH INC MAV STRUCTURE BEHIND SUCH PANELS,AHCH(IRAGE SHALL BE AS INCICATEO ON NOTES A.1)A•A.^)Ai&L J (B)TO DISIU1u'CONGRE7E BLOCK WALL(ASTM C-90): C - 1/4'o TAPCoss h wA-sET TAPcoNS AS MANuFACPJREo BY LT.W./RDI DEX. - 1/4'0 C9FTc-REX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PROOUCIS. - 4/4'P x 7/0'CALM-IN ANCHORS OR 1/4'0 ELCO male k female'7ANELVATE'OR •C - 1/4'0 ELCO male'FANELNATE PLUS'AS MANUFACTURED BY POWER FASTEN-EAS.1110. rN»i rte_• C ANTI FICO CO,VSIHU;TICN PHOOLINS,R PL7lIfY�l.y, tF+E�' -3/8-0 RED HEM DYPABO_T sumi:ANCHORS AS MANJFACTURED By I.T.W. BULC£X. 1II�f1l1.TIL(,'T"rte, - 1/1'IT It 3/4'ALL POINTS SOLO-SET ANCHORS AS DIS"TSMUTED BY 1.11 PINTS SCFEIW, BOLT TII {;•Q .........••., .SPECIALTY CCLIPANY. ITL 1 : vt�$ _ FLOR&A BUILDING CODE (High V41odly Hu One lone) @.oil mJecr 7s 0.O.3G' TtilCK GALVANIZED SEMINA STEEL 4a/a xa. f ll}�4.�._ ?aA-- STORW PAAILL 1.25"UE'EP' DA-.nn *� % ;� EASTERN METAL SUPPLY INC T' G T e�`- IL E C O INE. I a1R •-T.P3�} YYJF AL N ♦)6n MIT IrcuOc r-r? A• VWT TCSTIWO A LWOKZR140 COMPANY M3T PAN MACH,R33407 ''- G,+4:•. m.m,Ana rwvnA n ym I 1-225 nlnE:Tssgsl3 Ar,At.Eur:(se:)As,1 rPn TI ;_ta.n-uu.a:Awn-,vr e. n 'r F��j•,••*I {'ITT% nua WLR+IA Re147(1° L COJWl.0 Re ww�� ITT I ream. Ui_I#ITG7 R'• Nam I W 7 .1 X IM : x- :.� C':NCREliV4JK-i5(U-C 5�M-5- M f yam. ID =VAVWII nI r a W/ .193' lam, R A S.5 U. W/ (UYA 11/0'Z J�J�21,r, HALF PA 1Ur ' (y) L9 'A F I f Ito 11 I I. cowawx AofuS(gr op La I .2co, -Ell 14"UP 1/4'Z..W. on J ars J L F.rBr --- I @) 3'ANGLE L 4�Q --7 7107 711 lhw kup 3'max 'u, pumn aff —S—00QN...L4-=A a T q. rI II .N7•. A ji— 2.= 0 06 (Z-) MMUM 'F--,AN,-W TRA QAr ZU W-1* -r- CK ANGLE 5" x.125 ANGLE 0 d 10 -J —F ELFW T- ATY ROLE WASHER .0611� off ROUND HOLE AT E .d easrrrq (OPTION TO 10) Q ---111111 DEWL It vwvr/arrjs7lw MUM OPTION FLORIDA BUILDING CODE (Nigh ViMe"),Ha cd,,j zorlb) -0 &Tka FIAYZD l*lW HUT :3 0.030' !HICK WVANIZED BERTHA STEEL Lalu'l'oa, 0 KEY HOLE AT PA STORAI PANEL L)k.':P) r"O.I.M. —j § /TEASTERN METAL SUPPLY, INC DWE l L rE C 0,m-.\ "k' '2fa%—T ramb Yfwr inywr k fAfalNfEPJW COUPAWY *EST PMIJ ArAV.H.FL 33.07 COMPONENTS f, —;=.10A FML FIX.W%�lft-4193 %A 1 1 J,J'" f 1-1Y5 % .1 — . 7- DP�WWS W A 11 Ilk' • 'it nC*DA M./11 407. Bto Ors "r Vv" M ca" (Ar sc�,D—f) Q- E=—�i� F` Vol F Z, PaAPLV =14 ""lo 11"llro Rltu�l-v IE CG= 2 cera kv" Lm D 9 I 1 0400m.10 I DW.W amAg cl) (0 l0 A l-S. 114-11 V c(VA a uwmp 0 AWSPNV CA71AP .%,Kr.lw S A fJ Ci 1/1.1-70 WL3 W./. ry. co OWSPF 0=)r VA arlimt X X VVy/ , PR mxfzu Z 2 LIWX 1"LL c&?v-Ir 44 MWRFI- r.GLI IfALl 0R CLN X hou WALL Ccal. -500' Mum Allmaqf EAJAD�.A� % W/mff 0 2 0 c- f.-Er0 Mr6 (ME SEOGN 0 ANOYOR JMLMOUNTING AS-0—LOO BUILD WIT INMALL-AUM BUILD-OyT.-NST AuA-Tm $-WTIDAL 3 SCALE,112' 1' SECTION 4 ild, 7/7/7,7777-77,7, f4---20 E E 12*0,0.MW DJ E n MIT DEI-11 & E aare 1w CwfW'ft'X .1110fr'l, &mm < RUVRO FLORIDA SMONG CGDE (High Veloolly Hurrlmm Zone) . . ............ .":I larco, GALVANIZED BERTIA STEEL Lalm.lo. -TO17V PANE11 (2.25•-DEEP) M40 11. 0SOON 0 SWD mc�-rAr,COV.17194rom or srows EASTERN METAL SUPPLY, INC OAX V.1lLL1FWd-1C&LWG 1AWNPNO SECna%S CAll BE 4160 SCSI ROAM WINE SECTION I rxvamw a ANY ivAy io suirmr x%m;rALvn0m L, r risim. tOrdlirfRI.G COSIPANr "a";W-r PAL MACK FL W401 W 0 Jt-P. —n e.T,%n—1. 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MOVED m k"': a7yrims fivo f0m. lty&lcEc mfffj,N TO ii C,,S,mO WOOD UL OCA D rx 5= a C. .ALTERNATIVE WERNATIM-4 ALUMEIVE 6 ALTERNATIVE $ f-JAU-4416- WALL UNTING Ulm -'3 5FATE Of SM- 114- 1- 10 E 907E t-OR < 0M4ALALNMOWMAPNMO 55-rcrDAOnWY NcS&VrALBWE CNN.OWEO INSTAUATION DETAILS ONEXISUEXISTING BUILDINGS 49 FR) NcoDE Hitht94, arG Iona) -p0.034" THC GALVAN)WO BrINT-11A STER u./at/•w:3 sl'MW PANEL (2,25'DEEP) IN)KSM 0 Mrs.. MOM EASTERN METAL SUPPLY, INC 1.JASrALLAT)ONS Uf 0111.Y VALID FOR MAX.ASD. DM&I rVMtRW RAR-t�' IL ECO 1pfc. WaT rals ctirp* AND VAX PAVEL LENGTHS AS F!D7 gChOUa IN V01 4 U 9 muing!a 0'. =(V.—e Fplu EmH.F-j3107 'm V1,64 F'."(U:3!33-8001.rAw:155I)SU-4-se P.rVr JEW OID UVRE CONSTPLCM1.1 WOOD MMU."s JO UE =VDIMN I m .. rD-msm ff=I I— p"fir No. SPE-cinc crwsrr OF 055 Op raml- pq al LIE Lk. q LLQ 6'0.C.III 1 112'Mr OIP.EADLD 7/1'0-27 CLCO=k-IM-14 PENEra4mv TO fXrSw Im m IVOCR. 11'0.C. �• / \ \. eN 1'0.L W lrnt•8-AM. Pf I7S MCD TAN$c13 0:7 FAF7FR D IY'O.s,W/]7/9'Afn. 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Wl u• a' IY )r 19' 1. lo• m' 12 W/o Rn A pJn�l Ir WA WA W+ •t' 10 u' WA Ir )VA Ir RIA WA :h 3Go') P.PCONI d.0• Ir• t' I WA 11• el' -la• lr 17' e` NIA NM )iB MR) PA LN,ANETES a 10 /X WA u• WA /21 N/A u• MIA Le n/A 11/1 Mp a No) CALK-IN 2.5" 17• NIAWA WA 12• MIA 12• WA 12• 1I/A W MIA All NIA I(W W) l0• WA WA WA Ir WA Ir N/A 11' I1.I W WA WA MIA 7(lar/�+1rCA/) SOL1U-5ET .7..5' NIA WA WA N/A N'/ WA 1 #• If•j IJ' 1a• la• u• o• .- J1810 RED HD. 1)/pI] ,'r"l amu• a�u1Fl.00s mxly A,r c n-a r/J••• 4.5• �)t `(1 AA.. (,/:%•. ..")cIx Itr e•"�. am madiAmr rxla� .elrn moon ul rrA1n •rzwar m DYNABDLT SLEEVE Isn++Ax aJaFr t A Fun¢+r ARAI i r• - - MOM(Is.l)I"�-SOW'Gt .t916➢L1f LVSJIafSS, uV(/[YMtR.M1,a•Y MLiANI1WJfAtY IAIA-P SiA.SF! YTC3.BIWlA IALI`!1'(nf ''t�Y' `L1GtPi�;�•..��r`_ ra mAMrol'm.temAr n axeKrt ro v,sc ,e teror't 1,wb.'n•N a�rAes m AI•smw m faxes m x'.:waJ n nw�m"wsNr m;eeAlrs n Irrw1 n CRETE FLEX SS4 6.0" ,�� •.e"-::-,;•,-�-:., - 1. 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