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HomeMy WebLinkAboutProduct Approval 'lorida Building Code Online https://floridabi ildiri&org(pr/pi app dtl.aspx?paraulzvGEVXQwtDq... ' tpit RECEI VEQ NOV 0 4 1015 � P�fwl�/.+ yz -r s�- �k•��= C �p EMA9k'Xa c t 2..,._..E #' ;LiE:?m �:`" r..sxn?rxi+,.n•.r.F.�:.;;r��'sc+, i,^.,.,^.Gr;Y .; r:' BCS Home Log In User MgMratbn Not Topks submit Surde g` S=Ek Facts PdAcat[ons FeCmatf sm Ste Map Links Search Business,= .1vDsApproval mcUer Vrvitu�t�.vroval rgSL�>flgH�a or .'�z��S_;zr5-�>4...''^n_--X34§`->ApARDt�n ReW9 x FL# FL369-118 u g Application Type Revision Code Version 2014 ai Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.co m Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence �L389 RS Cql HVCCORDIQPI_�I NONHVHZ.pdf Referenced Standard and Year(of Standard) Standard Vear ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 of 2 9/8/2015 1:19 PM lorida Building Code Online https://tioridabuilding.org(pr/pr app_ ti.aspx?paranr w(iEVXQwtDq... f j ez Summary of Products _ _ FL# Model,Number or Name — Description 389.1 -- -�_ - Bertha HV Accordion Shutter-Blade 3- 'Extruded aluminum interlocking blades retained by tracks(top and _ (Non-HVHZ)-Drvg 15-086 bottom)for storm protection { Limits of Use - — — �Itis4allation Instructions --~—'----~_`--`--_; y Approved for use in HVHZ:No FL3�9 fiA II A_SIS.AC_DR!dY5-086 pdf { 1 Approved for use outside HVHZ:Yes ti Verified By:American Test Lab of South Florida Inc 1 Impact Resistant Yes Created by Independent Third Party:Yes Design Pressure:N/A %Evaluation Reports Other:Large Missile Level"D".Max span is 12'--7"for 35 psf positive EL38 R8 AE A,S S.A.INC• P.E.R. DRVJG.15EL.kdf ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o ! Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade Iworking In unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 1389.2 Bertha HV Accordion Shutter-Blade i =Extruded aluminum interlocking blades retained by trance(top and �1 - ..- _--- - -•Only-(Non-HVHZ)-Drwg 15_085 ---- bottom)for storm protection Limits of Use Installation Instructions ! Approved for use in HVHZ:No $G R$ II_gS_5.A IPS. DRWQ.15�P85_g ff Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A 'Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f FL3$ M A$-A5_gcla -Y-IL$_DRr_vQ L5--Q Nl.gdf j negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes j configuration for the HV1 blade,8'-0"for+64,-72 p.s.f.load for HV j 1 blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and B'-0"for 110 p.s.f.for HV1 and HV1A working in unison. t See sheets 7,11 and 20 respectively of installation drawings for other ! spans and pressures. f 389.3 - - -rt Bertha HV Accordion Shutter-COMBO-_ Extruded aluminum interlocking blades retained by tracks(top and-_ '(Non-HVHZ)-Dreg 15-084 bottom)for storm protection {Limits of Use 'Installation Instructions ! Approved for use In HVHZ.No F13$9 RS 1A.S.S,A-. RVJG.15_08h.pdf f Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc l Impact Resistant:Yes Created by Independent Third Party:Yes ! Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.fASD load for Blade 1 !?69 R, INC. P,E.R. 0RVlG_15-08?,pf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 i Created by Independent Third Party:Yes f respectively _.._.. --..__........--..._......__.._...- - - --- ---- -------- Iamrl lit Contact Us::1940 north raopme Stmet,Tafahassee Fl.32399 phone:050-487-1824 The state of Florida is an AA/Ew employer.Coo]LigM 2007-2013 State of Florida.::lftm Side ::AccessloRv Statemern::Refund Statement Under Florida law,emai addresses are pubic records.11 you do not want your e-mall address rebased in response to a PW)5--records request,do not send e.ectronlc mall to ms entity.Instead, contact the ofree by phone or by tmo3®nal mai.If you have any questions,plBase contact 850.4871395.'Pursuant to Section 455.275(1),Florida statutes,efierttve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wah an emai address if they have one The emacs proud may be used for orirtlal communication with the licensee.However emaA addresses am pub:-record.If you do not wish to supply a personal address,phase provide the Department with an emai address witch can be made available to the pont➢-To determine if you are a GenG,--urder ChapWr455,FS.,W cGSkt re. Ptrrood—ur4 Ap,pmvaiA ccr�L tf.399 a�u' •yy: of 2 9/8/2015 1:19 PM / I MOM 1.BERTHA PLV ACCORDION SHurTER srSTEsa 5HO0TH ON 1W5 PRODOci EVNANIION OOLLM!!i' .ECJ HIS ITEIIE YERUTm FOR COMPMANCE IN ACCORDANCE YAIH TH£2014(516 EDMON)OF TETE FtD19IDA BtNDING C1E 7H6 ACCORDON SHy[IFR Sl51EM SDLL NDT 8E D}SWILED AT PRGtT NSlKRIGNE ZONES. ' BEE wSOWUMM�A D�UtEC1=1=OR'S OF THE ASOW a 5 Pw4�`i Nor E>�� uM Qom"SPEED DPRoSsum n#TOW Momcnom E s1nmER uu! iABL OE CQ on SHOW 11 THRU 10.10&20. IN ORDER ID VFTOFY THE AMC COMM WOJAIE OFSWH WIND}GADS DEFERMENED PER ASCE 7-10 SHALL BE FM=U=10 ASA DES=VOW WAOS n.t' HV ffia (D&� .. BY MULOP MO THEM BY G8 DI ORDERED COMPARE HESE W/MAX.(ASA)DEEM PREZA=RATINGS MDICATED ON WOEM 11 THRO 19.19&20. Y#DIERAL ND1ES SFTEEr t IN ODDER 10 VERIFY 7HAT CML70 EM AND ANCHORS ON Do PZIA.AS TESHW REW NOT OVER STRESSED,A 33$IHCRFASE 01 p11A1f OLE STRESS FOR YANG LEADS WAS=USED M THEN; SYStEM COUPON= 1-20 SHOEX 2 ARM.YSM HOW'EVER.A VEND MWTIQN FACHOR CD-1.60 WAS DEED FOR V&f0FHZWH OF F7SiumRS IN WOOSHMT 3 BERM A.Y.AC'AROION SEMEER SYSWS ADFAVACY FOR MR)AND LARGE!&SALE IMPACF LOAD NO OEM VERDffA DE INCE WOH SECDON WOR 1.2 OF THE ABOVE MENTONED CODE AS PER SYSTEM COMPONENTS 21-37 ATL RETORTS TWPH U .W/ gWW SIAM OWI& N W00DETAIL 4 -HV OAK j=4D1-03.#4'7tSM-03,1)100491--09.#1214.01-45.#0317.02-06.JUMAt-tO AND#4210,01-11 As Put TAS-2o1.TAS-202 AND TAS-2033 PfOWCOLS AND Asm.E=i806 a���b,'„�-- H��{ MID&W Hi/M RLAQE„�(� AND E-1995 G'WWARDS(NIS'SU MEL.D.AVOW ZONES 1.2&3)&#1220.01-10 As PER TAS 201.203&203 PRGI00018 LARGE tAS..`11E. W. Bpi: 1 �B E1 -HW MM OWE®44505.01-08 AS PER ASTM E-1898 AND E-1998 OMSME WU D WHO ZONES 1.$3)BASIC PROWNION ONLY AND 0 0"AOI-BB AS PER TTS 202 PR=C4,L TYPICAL.SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 DISTALLARGIN DEMM Ar-F,CONCREIE/BLOCK STEST 9 2.HV IAAOEO AND NV VAFIRR7 BLAB @ ARE BMMVM TO WORK IN UNISON IYDH EACH OTHER UNDER THE GENERAL LDARAMNS AND COMMONS OF USE 01=3ED ON SHEET 19 IH$1'AIIATION DETAILS G-TY1.CONS $NEE.7CDFMRKqE . 3. KV.ACCORDION PUS QW SCREW),USED AT BLADES MAC IE AM EOR DIBDCT MOVW CWHICDON 10 TRACKS SHALL BE 14273'AND#tout7:Y RESPE7CIMY.410-HF MIGMU S MES CENTERMATE OAL7E TW DETAOS HV SHEET 9 �Ai WELL RET ww 13"ha D WMI ALS N EMU SSYF WRWHI AND ISMS ASO A ON.PHIS WJSTi�E�RR MM WML HV COMED ON I HEAD ''l^'TtT4 As tU091FACR7RED BY APPROVPD 4 HLT.NIREMUM VaIR OULS"M BE ALIUMM ASWCMITOW ALLOY AND'0WER AS IEWWATED ON sHMM 2 AND 3.MINDAUN YIETD STRENGTH FOR 8003-79 A M 19 3"kd AND 357 IW FOR Ato XI IUM SPAN TABLES OEEARS T-9 COFIC�IE/BKOCIK SHEET 11 6005-T5 ALLOY. ANC= R SPANLE- 11 ANCHOR St.1tFDUi.E-COTdCRETE @ BLOCK SHEET 12 B.ALL SCROAM VO BE SMUESS STEEL 304 OR 3111 AHS!SHOES OR CORRCSKIN REZWU COATED GAHWON SHUT.AS PER DIN 50918 VMH 511 kJ MOL YOD SMERMH AND 90 W MIR TE4871E SIRENGDL ANCHOR SCHEDULE-.CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/PLDfIDA IRMOCIS tYOIIE SECRON 2411-%&o%, ANCHOR SCHEDULE-CONCRETE B:BLOCK SHM i4 6.BOLTS TO BE ASIM A-=OALVA RED STEER.OR NSI 304 OR 316 SERIES STNMP89 SIE>El.WISH 35 kd MBOMUM ME)STRMOM. ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOL WMP SHEETS FOR ANCHOR SPWRCAMMS:HV 81ADE '�:12.MK15 AND 20 DESTALLAIM DETAILS M-R.WOOD SPE>:FF IB HV BLADE 4D&® WORKING IN LINISQTk 12.13&15 IHWALLA110N DETAILS S-X WOOD SHEET 17 '8.116 BERM WX ACHARWON SHUM SMEM BUM A U3.PAIEW#0}79,582,t:OATPOHENT3 OF 1}03 APPROVAL ARE COVERED 01 WHOLE OR,BE PAW 8Y U.S.FYTTEW'jT458.I79 ISSUED TO FASOOOE END COPIEIECRON DETAOS 7^^12 4 K WOOD 51{ktT 18 NEPA 4UPPLY.IEC . 9WA 3; HV WINISL)YII g=�ONLY 9.IT SHAM BE THE STN OF THE COMMAGTOR YO V&WY THE SOWWW SS OF INE STRUCTLOW WIRE SWM6 TO BE ArVACHEO M INSURE PROPER ANCHOM£CIX4tWMM TO$FAL fCAtIUK ALL SOBER COUP TRENT EDGE MM FWAOL'[HRU FASIENM IN CONIINUOL6 CONYA4•T VMH THE KMDIRfC.TD PREVENT VOND/RNN Unusum TYPHCAL SHUTHR 8"ATION SIW 19 In.OiQt war BEAR Klumm BMW 0 ist �ANVISVELE PLACE LDC VOM WNW=KM DURING PMODS OF HURRICANE WARNMGS MOM CWKM 1FNANT.OR OTHEM MUST PROPERLY CIRSE ALL.HW 1440 NO .K inf A�A 4• .� .�Y uuO*SAMn F]P1 It.SHURER MIWUFACKIRM!ABEL SHALL BE LOWED ON A FUMY VIS HLE EDC)OM AT NxOIRDW SHUDDER W ADC6R WCE WAM SEk M 1710.83 OF FtOROA FUTIDINB CODE ONE LABEL!HAUL BE DLSTALLATHBT DEUM.S METAL,5RID WAttS SH:Er 20 PLACED FOR EVER'!ORadM.LAMING TO 00HPL.Y WH SBCOON/71OA2 GF THE FLORIDA E4MMO CODE 12.BERM H.V.ACCORDON SIDBTER SOOft OWNIAOM SHAH COMPLY YAM SPECS WOMIED 01 TEES DRAWWG PLUS ANY 8014=0 AND ZONING REGUTARM PROWDED BY THE JURISDUMON WHERE PERWr IS APPIAD TO, 13.(0)THIS PF-D,PREPARED BY THS BONEIR IS CF3IERI0 AM DOES NOT PROVIDE Ti'♦FOHMA WN FOR A SHE SPEORC PROJF]=..Lo.WHERE THE SHE COMMONS DEVIATE FEW THE PLED. Q CWMACJOR To BE RFSPQNSONE MR INE SEIWWN PURCHASE AND ltEMMION ROAMING LEE SAFETY OF RM PIMM O[BASED ON 1103 RED..PRDNDED HF,IM DOES NOT DERIVE FROM THIS DRAIMNG SHALL ONLY BE USED TO THE COAD MM BEW ED ON 1N6 DOCUMENT:CMWRUCTWN SAFETY AT SHE IS THE CONIRACIOR'S RE5POusoulY. OBTAIN PERMffS IN THE STATE OF FLORIDA (e)M P.BD.W0.}BE COMMERED RIVMJD IF ALX ED BY ANY WA& �+�'•+ REN=(d)SBE SPF.CG10 PROJECTS SHALL BE PREPARED BY A FUMDA OMWEREO EMR(EFR on AWMWT YIl W 111.BWONE THE ENGUEER OF RECORD(gyp�,}MR THE PROJECT AND WHO WILL HE BIBLE EOR THE PROPER USE OF IWE PFA DMINE)R OF RECORD ACBNO AS A OEI£OATED ENGMEER 10 IH6 PLED.ENGINEER SHALL SUDAN CABER 113E WE SPEtlHG DRAMMS MR (e)ORIWNN.P.E.0.SHALL HEAR THE OATS AND OR4.INAL SEAL AND SRCHAnME OF THE PROSE" OVAL EM1HEBE OF RWORD THAT PREPARED R. p RM W==E 4n Irli h Wlretoci Hurricane Zone 3 0 2015 EASTERN METAL SUPKY..INC... AnS.SwAs Accordion shatter System ?F; KY. #1 W/OR W/0)Lu wpm N RINE rp= '�j/, $MCYIOgh LU{'I9f'$�0}RBfttD OWN OY: sI; T14tiT 1ES1TN0&ENGINEERING COMPANY assn Ka.3S:h. zAa.3Ai.L SA¢V+aL1+S tE�OA ILL AsBoa(aHOh. (h0. 1 OLD 11-192 !W 11 4 13 15 i �`Qi fi Phon4:(303}871-1530- Fax:(30.87/-1511 4288 Westroods pr9rO 2 DRAWING No ...... p4' a-mdE Mb..*.LwM West Palm Beca. FL 33407 3 1.5^d 3 P.E,5A/EaR i3#2EjQAlE L u 0 44107 8 SHED i 4Rb7 ,IIV 901i8d' STARTER k'��i }(•SOLID Bl�Dfc �HV IINNERSA FLOATER -QUIWAEED fQR USE W/ COQ UNDER US PATEN4F 545@179 e V UAUFlED FOR USE V1/HV BLADE 8063-TB ALLOY AND TEMPER �� 4YlN�lW QD 53 8005-Ts ALLOY AND TEMPER OLw=AEHV•SEE UMRA710NSrOFSE OF.BUIDE ON SHEEP 19 606R .72 6083=T'g-AL:EDY A1JD TEMPERcl � Aha IP 67o zaC o4 c { S �Hy AIIW ADAI°TER 1AlSLlP_ ate° .020. a OUAI.iF1EO FOR W/HV Bi�ILIL�—OVER Y�4Cit g kV 7B� N TRACK 3 0- ®M! Ara FI,.00B�CK BLADE QUAUFlEOvFORID W/Hv b063-T6 AUAY AND TEMPFR BLADE T'�'KX QUAUR£D FOR USE Wf HY j,(�/ (�AII�IGI.IABD OUALIFlED FOR USE W/HV T6 ALLOY TEMPER BLADE QONI.Y. b663-T6 t OYEAND TEMPER VARtS 51. ° - � �O�TB A�Y AND 7EA7PER QUAUPiED�E�E W/HV ff '4 60sSr46 ALLOY D TEMPER lair T 1 tiY IiEARERISILI . 99 MOR READER � / g (�} IIA CEILING NlnElER� FlED FOR USE W/HV @lAOE 7 ONLY. QUALIFIEDQ�3RT6 aIOY A TEMPEtt'ONLY QUALIFIED FOR USE Wf HV @LADE 1G -�K d � SEE BECKONS FOR VAUOJ� SEE BECKONS FOR VARIDKY. QLIAUFlED FO($USE W 6063-T6 ALLOY AND TEMPER 03-T6 ALLOY AND TEMPER BLADE($ ONLY. 6063•-T6 ALLOY AND TEMPER COMPONEW A 0 TI T2 RN X Y E$4 1 © 2' b`EMM. 1/6" 1/8' 2' s"MNL 0.102' 0.102' 1 SIDE AN�SL (�OIINER POS �(�,M ANGLES 2.3" r max. also 0.160• At7PiED FOR USE W/LSV 0 a BLADEA�W/ WWAUFlED F0�USE W/4iV DLADE(1� 6063-76 ALLOY TEMPER SLADE(y ONLY. r b"MAX D.136' 0.131' 6063-TB ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE Ron High VelOcit Hurricane ZonD ®zais EA.,A:,rERN KETAL.51tAPLY.� V _ pENSc '�c>�fATneaiaa�n S An� w � m " mAawSwA hutar Kve % Wuv SysllTaT1�t-s61 jam'_ KL TILUT TESTING &ENGINEERING COMPANYAssaf ppllOn• lfla. + OLD 11-192 4/f 1S a0amtm 4 13 1S r�TA{E OF °L4nm ra+.sem.sr»et.15 w.Fax:(sos)art-tsTt Ycmmv�anxoErra aroma sst 4268 Westroad6 D1iYD a DRAViING No Pimm:(.ms}6r FLOR10,:��'` 1• ' West Palm Beaah, FI 33407 s !J"OE3J �! F • 47ALTER A.TNtr ar.P.E a ` l NA"L "AMA U.B+3167 a SHEET P.E. &dtlRl�tEfAATE a 2wl M-2.0 utwm 2.2ar 03w &SUS. ow np-) EW 19 K �lx (cl,=PLAM) 9 ORM cdamm mis(amm& RM) 1) My C"MAM OUALIFlEDYFOR U KV BLADED 00 a Hy umms- gmomw C, & @ NV_EGRESS tOCIC 6 Y AND TEMPER QUAbhED FOR USE W/HV SLAW(D&Q&ONLY QUALM k USE Vll,-' QUAJJFtEDgR UMW W BLADE 1 &(a ON'&I BLADE 1 &(9-f'ONLy- 6063-T6 ALLOY AND TEMPER C RNER 1� i Al FDD FOR W BLADE!MILONLY 25r QD. W M lEr 6063 Ta ALLOY AND TE LASnC HEAD MMMED q 4.045, SCREW V.w 7 0_1 0 X-3/4p—' -- is—THumFiscam IXO_-29 *5000 00 AUMM 0024-n AIM*LARD`RAM wN SHW w09e0.pAff Q CM AS MWUFACTUFM Of XMM OOW 70MM PARMPPW,wo jam waS4 OR FA ® LQCKER FAR 0271'PLM fmff seamm NY MALE -r I= COXMIE K JACK QUALIFIED FOR HV FEMALE 'T* LOCK EENERMAM 05:0 TONAIM I PC LffWW/W QUALIFIED FOR SE USE W/Hv 606IT6 AND ONLY QUALIFIED FOR USE W/W GLAD ONLY IE QUALIFIED FOR USE W/HV BLADE(DONLY Eg) w/w BLADE 0 ONLY. QUAUFSLDAjZo&ONLY. 6063-T6 ALLOY AND TEMPER 6063-TO ALLOY AND TEMP 17 &161 D TwuUmm CYLINDER OR M4" .214' cftjllwR t 0.5w W_ 1.125* .1 HO WIMMAM Aaf&M QUALIFIED FOR USE W/HV BLADE H ED FOR USE W/W SME I LADE 1 &0 606, AND MPER 6063-76 ALLOY AND TEMPER @ lilWERM I S md VARM I "IN. QUALIREDOFOR USE W/W113LADE 1 SOY*-'T6 ALLOY AND TEMPER QUALI f 606-TB Ul!Ell�ADI _T. _Y W�TEMPER ALE 'LMMM CYLMM DO OR KEY CYLDM lap 1.7 Malt. (RHO M Q RED FOR USE W/W E(j) 6063-T6 ALLOY AND TEMPER HY 3/8mm-18 ACETAL AISI 304 BY REUNT HARDWARE NQR=LOCKS 2W ROOK BOLT LOCK. 4r :nE QUALIFIED FOR USE W/HV BLADE(D&@ 5 lN9&LxnoN,VltLL REQdlRE A A/10-HOLE THUMMO FL a U 'ALUED''ATj RED FQ M FOR USE I/W FLORIDA BUILDING CODE Mon Itigh VeloS!!X Hurricane TRACKS PROPER EMBEDMENT QUALIFIED _ft%*W.'WhW BLADE@ RED FOR USE W1 HV BLADE Zone, 0-1?,F,-I 11-L11, 0 2015 ELSTERN METAL.SlJPPVX INC. BEKWA HV',m Accordion Shutter System AwSmSmAm Ift BLADE#1 W OR W/O W.WMH BADE Ibis BAlt WWW1 W. M.L n Shutter System TILIH TESTING ENOINEERIMb COMPANY Assoclatton, Inc. I OLD 11-19Z 4/13/15 an way..'se,SL,St-3M V2M GARMM ncM 33fai M '13/15 V-C, - 371-1=.ru:(3=371-1531 4268 Westroads Drive 2 ;R:AIWIN±G/No f", ......A.; West Palm Beach. FL 33407 a 0 15-085 - WALTZ.TILUT Jr.P.F_ P.E. SIGNATURE/DATE FLIAM U.0 44167 5 SHEET I POURED M SCHEDULE oN�sHEET 13) twxOWN(N ��OR � ElUma 9 m G ) REWIRED , 'l� � �17 We RBFLE f try mwwmnt 4 �. S IF ab 1asFr 18 laH 101Y.� HnmsMae) I r d, rY. � ANCHOR t I peSllN6 { , IDCA1rON 70x3/4"RIX WASHER HUD 1 on .' .o i IED TEH SCREWS®IY O-C. I 8 cE OF CQNCRETE ANCHORS IF I 'Y.:• t; 8 + 7 (SEE SCHEDULE ON SHEET 13) , APPLICABLE EDGE OF O , 1/ I 1 EDGE OF �rAatE i Is 1oN i (SEE SCHEDULE ON SIRET 14) 1p QAS � APPU APPLICABLE F'OUHtm a C017CI1E FLAT FM CONCREVE ANCHORS —I t1�1W OA�mwH^ 1 OR ®�CaN REQUIRED FW HFAD 00NtYlti11E ANCHORS R601WiED i DrammeQg •d D. 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F11I MOLL I POUSI D oamci SKWO (� TO EfOS11NG PDURLD COIQCITET@ QIM.fc 3 ImQ .(g)WALL SILL MOUNTING QO CEILING MOUNDNG '@FLOOR MOUNTING -1/aro ruxDN OR TApCON FITDH ADVANCED ARffADFOWN TEg6mt00T ARCHIORg AS u40tUFAC1URED BY Lr.T1 pwaFx (t6a fc o 3 GRAN -1/4b x 3/4'ALL PoIYIS�llQ-6Ef AHCFiORS.AS OISRi®fI1FD'BY ALL POPRS b'Cl�,BOLT �L'iCIALIY COUPAN1f.Q&t.fo 3 FmQ I8J012 Baha 1>B�te HODa PHa� -1/aro B>LE 77P17)NCRE7E ANCioRS W/EAP AS Np1ilIFY1C111RED 6!FLDRIOA FA4IETH85 DatECf.BTe.(mIm fa.z�T so140160175190 11211 10012051 30 1 40160175'W 32011601211! 30140 1 w 75 80 120 tw rAP[Mi�W NOR -1/4ro tAPAER+ANCHORS AS NANUflm1URFD BT POBERS FXSIESVk75.OCC.AND 014R8BUiFD elf ALL PDII4H5 SCIa39,BOLT 8 SPEfDlL7Y 2 o e a a e + 12 o a 0 e l4 1 10 0 B 8 e 1HRFAOfOBm TB ADVANCED ��� � AOR teRi 11�AUBR[IAH sINFiFR sY51m5 Q�OOAT�e1 Bit; 3-0- 14 12 10 a 8 a 9 6 14.t2 10 9 a fi 6 B. 14 12 10 9 8 B 6 (100•fc m s feH) LES14 Y 10 B 9 8 B a 14 12 10 9 9 9 8 0 f1 12 t 9 B .8 a 6 ALL P!>PfR��� 1 12 10 9 8 e 9 7 t4 Y f0 B a e e 6 14 t2 f0 0 e 6 e s BLUE TAP CAP U07M 1 a 7 68 14 2 0. a 0 e a B 14 1 f0 0 9 e e e TMPFR•F A1)1ONamm SISkDME NT DBO POURED COMXjEIE OF TAPOON OR TAPCON MM ABVANCm THRPADFW81 TECHROLOCY ANCHORS AND TAPPER+ Lif 4'-O- 14 12 10 B 6 6 e 0 t4 12 10 B G 8 6 B 14' 12 10 B 8 B 6 as ANCHORS 15 1 3/4'.AND FOR 81F1E TAP LY/CAP ANCHORS IS 1 I 14 1Y 10 9 a a 6 4 14 12 10 9 a 0 6 43 14112 10 9 0 6 4 35 A2)mmmum ERBEDmENT OF 1/49F x 3/4'ATL POINTS sauD-sET RINGERS SHALL Be 7/e'INFO THE POUND HANCRE7E ND'EIVES U M 4 U2 i9 B 6 a B 14 12 TO 0 B 6 0 Sb 14 t2 10 B 0 0 0 4b INTO STUMO SHALL,BE PERIMED.I/4°L}-2O SS EiACFtIFlE SCREW USED SHAM BE 1 1/2-LOW MINIMUM SHOULD SR7�E]UST,AND. t4 12 TO B 7s 93 35 - 14 12 10, B 9 8 9 O 14 72 10 9 0. 7 33 4 •>.�UWA1X49 or LGE a'6i t'mRONM FOR WAU1S RRH no siU(:Ca. 14 12 10 B a 9- 6 6 14 12 1019 a 8 a 53 14112 10 9 -B 8 � CN sRa719 5-0- to U2 t0 B e 7 4 -114 12 1019- aa. 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A.3)IN CASE THAF PRECAST STONE.PRECAST WNCREFE PANFIA PAVERS OR ABY VENEER BE FOUND ON TKE ETmIMG WILL OR n= 14 12 10 0 8 -7 4.5 - r4 12 f0 9 B B o 45 14112 10 B 8, 6 4.9 - ANCHORS SHALL BE LONG SLOUGH TO REACH THE MAIN MUCI M BEHIND SAID WALL FINISHES.ANCIORAM S19QL BE AS INDICATED ON is 1Y 83 7a 69 4S - - 7a 72 t0 9 6 Ta 85 4 14 12 10 O e e 4a NOTES A1)g Ala ABOVE EOR 9JSFA1tAAW5 ON NINTL SOILRt OR F7F5 WISH OR VARIOIR'METAL SNOS CONSULT THOS QmOdEFIt FOR 14 121f0 B s 0 a - 14 12 f0 B 6 'a e B 14 /2 f0 8 6 s8•9 35 INSfAnARON IMO SFS WRH METAL STUDS S�5HEET 2D. 6'-0' 14 1 10 B 7b Sb 3 - 14 12 10 7 !a 4 3 14112 6 a6 53 4 3 - 7O FJJfLifflP.ai aCNCHEIE B1lOCEC: 14 1211019 e e - - fa 12 t0 'e s ea a 14 12 10 as e a 4 - 01/4.0 TAPGON OR TAPCOR VROH ADY�ANCED THRFMFORM TECHNOLOGY ANCHORS,AS MIWUFAC1IlRED BY 1=BUODDL CI 14 12 a 9.B 3 - - 1 12 10 9 B 7 42 35 4 12 1 8 6 14 12 t0 0 a a - - K 12 10 9 8 7 a 4 19 12 10 B 7a So { 3 -11 SLUE T ALL CONCROINTSETE ANCHORS, ANCAP N NUFACU RE BY ALL POR719 SCREW. DIRE". 8�BCaLN COmPM1Y. 14 12 to a 4 - - fa 12 9 7.4 a 4s 3a - 14 45 93 45 33 - - "i/4�/ELLE TAP COIICRLTE ANCHORS W/CAP As NdANUFACMiB)BY FIDRBW R15fS�IStiS OTZEI,T.OMC. 14 12 10 6.a 7 4 - - 10.12.10 9 7 9S 4 - 14. f2 B 7 7b ab - - -1/4Y 1)iPPFR+ANCIOA4 AS�d1Uk%.R1TZtD BY POLYFRS FEASTENII LNG.AND OLSRiID M BY ALL POINTS S'CRII BOLT @ SII 14 11 7 as 7 - - 1 12 f0 9 75 3a a - 14 12 0 7 6 ea 3 - COHiPANY OR ANY bfHER APPROVED UCjRM=OR AUBNL�D VMOR REIMSFERD WITH ALE AMERICAN SHUTTER SISISNS ASSOCATION,IMG B'-0- 14 12 10 B 8 63 - - 14 12 10 9 a-. 6 4 - t4 12 to a as 6 13 - fiphg ; 14 12 BLS 7 NA - - 14 12 a a3 4 3 - 28 Oa e S 4 3 - - a1)hiffe M F UI/T INFO CONCRETE MOM OF 7p�GLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS S 1 1/4'AND TAP=' 14 12 Oa 7.6 a - - - 14 12 6 8 - - 14 12 8 8 a3 4 - - _ •• VMH AOIMMCED T REAOFORLS TECHNOLOGY^THOtS S 1. ' A 13 9a a.B B 33 - - - 14112 10 6 as - - 14. 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