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Product Approval
RECEMED AUG 18 2016 $x. 'a5 d 'td s4 IlY' sJi• .�"- FILE CC)g n BC l$Home Log In Usel Registration Hat Topics Submit Surcharge Stets&Facts Publications FBG StaN BCiS Site 0 lmhs Search ' SER:PubliccUser Businms P1r014S5i61f 1'a) Uoductal -User Proi;�,c[kear:>ral.w;e;o:>_rotluet�r riy ( :Rea�,+*.'.3Yt:'i>R[•irep;ar:tse> lieotion Detail l FL,# FL389-R8 �"" Application Type Revision Code Version 2014 Application Status Approved Comments Archived I� Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive a West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com t Authorized Signature Bili Feeley I rodriguezOeasternmeta l.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category butters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Archite or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received } Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. f the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12j31/2017 Validated By John W.Knezevich,PE .r.i Validation Checklist-Hardcopy Received Certificate of Independence Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1944 Equivalence of Product Standards Certified By t Sections from the Code 1 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 Summary of Products FL 7l Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Extruded aluminum interlocking blades ret iined by tracks Blade 3-(Nan-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Installation Instructions Approved for use in HVHZ:No „ i Approved for use outside HVHZ:Yes ' Verified By:American Test Lab of South F orida Inc. Impact Resistant:Yes Created by Independent Third Party.Yes I Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf R.1,18-11 ”, i�_A�,�Ai_ positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Parti:Yes the HV3 blade w/o window blade,5'-2"for 110 psf ASD load fpr HV3 blade w/o window blade and 8'-11'for 62 psf,9'-6' for 55 psf HV3 blade w/window blade working in t(nison.Plax.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max.ASD I pressure rating of+72,-72 and 84"for+64,-64 psf,See sheet 5 for other spans and ASD pressures. t 389.2 __jBertha HV Accordion Shutter-Blade Extruded aluminum interlocking.;blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection f Limits of Use Installation Instructions Approved for use in HVHZ:No t F',__3Si3 &B-L! A.S 1;A fir.'=_. Approved for use outside HVHZ:Yes Verified By: American Test Lab,of South f londa Inc. Impact ResistseNi/� Created by Independent Third Party:Yes Design Pressur Evaluation Reports Other:Larne mi "O".Max.Span is 16'-0"for 30 t. a RS A-__3 S.. ,fi,iN __ 8*':Y_igiV waif p.s.f negative ASD load depending on centermates and Created by Independent Third Party:Yes locking rod configuration for the HV1 blade,8'-0"for+64, - 2 p.s.f.load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f.for metals stud mountings and 8'-0"for 110 p.s.f.for HVi and HV1A working in unison.See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. I 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlockingz blades rellained by tracks COMBO-(Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No Approved for use outside HVHZ:Yes Verified By:American'Test Lab;of South I lorida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports r Other:Large missile.Max. 16'-0"span at 30 p.s.f ASD load for Blade 1 and 18'-0"for Blade 2.See schedules on sheet Created by Independent Third Party:Yesl 12,25 and 28 respectively Contact Us::2601 Blair Siorie Road,Tailahassee FL 32399 Phone:950-487-1824 The State of Fonda is an AA/EEO emp:oyer.Copyriaht 2007.2013 State M Flurida.:;Privacy Statement!:Accessibili v Statement: Refund Statement Under Florida law,email addresses are public records.It you do not want your e-mai!address released in response to a public-records request,do not send electronic Mail to this entity.Instead,contact the office by phone or by traditional mail.a you have any questions,please contact 650.4871395.`p scant to Section 4;5.275 F!cirda Statutes,effective October 1,2012,licensees licensed under Cnaplet 455 ,F.S.must provide the Cepartrnert with an email ad(resS F they have one.The cmails provided may be used for official communication:vitt-the licensee.However email addresses are public record.If you Co rot wish tolsupply a persona!address, Tease provide the Department with an email address which can be made available to the public.To determine if you are a Ikensee underFbapter 4S5,F-S.,please click here. Product Approval Accepts: WE Aff ME M Safe f II l t I GENERAL NOTES: 1.HE.RMA H.V,AMORL40N SNUfTER SYSTEM SIICW14 ON THIS 14WMCT EVALIJAMON QOCUUENT P.E.D3 fYS NFEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WsiM ME 2014(5th EDITION)OF THE FLORIDA -.-..,...._...--..,--....._.._....,.. DUILG7ttG CODE.THIS ACCORDION SHUTTER SYSTEM 57WL NOT BE INSTALLED FOCH VFl HUN ?O'If I 7�Y L,�•r•� DESIGN WIND LOADS 51441,6E 00FAIONED AS PER SECTION 1620 OF THE ABOM MENTIONED COOS,FOR A To=YARD SPEED REWIRED BY'ME JURISDICTION WHERE sHUTIIT Wall. � LABL,E OF CONTEN 1..7 OE INSTALLED Mil{A DIRECTWIVLl1Y FACTOR Kd�(3.65,USNC ASCE 7-10 AND SHALT,NOT EXCEED ME MAXIMUM(ASO.)DESIGN PRESSIME RAMS ITIDICATED ON SHEETS 11 THRU 19,19&20. _ IN ORDER TO VERIFY THEABOVE CONDITION,ULTIMATE DESIGN WIND LCA09 DETERWNED PFR ASCE'7-10 MI,BE FIRST Rk J )TO '.0.L`£`.IGS(11-'TjS` LFGV.K"°" """'""'""""'""`�'"'""'"'"`"'"""""""""""'"" ""°"""`""""""?k,- "°'t`"♦'f�'" > "`b'""�"°"'",""'""""""'"` "°""'^• BY L1IATLPLYING THEM BY 0.6 IN ORDER 10 COMPARE THESE W/MAIL(AS,D)OESICN PRESSURE RAT,NGS IMWATED ON SHEETS t I D{ftU 15, 111&W. CENEFEAL NOTES SHEET 1 IN ORDER TO VCAIrr THAT COMPONENTS AND ANCHORS ON MI P.E.D.,AS TESTED,WERE NOT OVER STRESSED.ASS A INCREASE M A.LOWAIaLE STRESS FOR WINO LOADS WAS hM USED 74 THEIR SYSTEM COMPONENTS 1-•20 SHEET 2 ANAI.M.HOWEVER.A WIND DURATION FACFOR CO-1.e0 WAS,USED FON VERIFICATION OF FASTS ERS N w000. SYSTEM COMPONENTS 21.-37 SHEET 3 .-...... .. ...,." :-.:-::..BERR{A:HN.A(XX7RD10N-.WUTSFOT,SYSlFY'S.ADEgIMCY_CDR WNDcAND.LARGL.;IAMtF JNPACT.;lDI1D F1AS.�'E7I VFRIFIER)..Ri.At:CORDAHC£,.MTH`.t'£GS(OR„18t19,1.2.9F,,TTLE A(3f[>/j„YEN,�D({FA GOl7C ATL REPORT!: DFTOER.��S .. _.. ; . WNWEgWINDOW EVAIL -W BLADE(10 00214.Ot-03,10715.01-03,f1OO4.01-OS.11214.01-06.10317.02••06,10609.01-10 AND 10210.01-11 IS PER TAS•-20f,TAS-202 AND TAS-203 PROTOCOLS AND ASTM F.-Ii" �A.�' H f RLADF(b ANO W YIIINDOW SI ADF A AND E-1996 STANDAR (MISSILE IM D.WIND ZONES 1.2 h 3)h 1122D.01--10 AS PER TAS 201,203$203 PROTOCOLS LARDY MiS"SIM (WHERE AEeLICAM4 -HV WINDOW BLADE (a fOS05,01--08 AS PER ASIU E-1886 AND E-1096(MISSILE LEVEL D,WIND ZONES 1.Z 3)RA=PRfRECTION ONLY AND f 0723,01-WB AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVATION h NO1CS ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONOWTV/DIOCK SHED 6 2. HV BLADE(p AND FIV WINDOW BLADC 0 ARE ENGINEERED TO W(ITM IN UNISON WITH GTH OTHER UNIM THE GENERAL I.IMRATKI'M AND COMMONS OF USE INDICATED ON SHEET 18 INSTALLATION Ek-TAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA ICV.ACCORDION PINS(HEV%RM).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION 10 TRACKS SFIAI,I.BE f14AZ10'AND 114.1,70'RF--,PMN Y,410-117 MINIMUM SERIFS CENTETTMAtE DETAILS W SHEET B SFAONUSS STEEL SCREWS WRH 139,0 kAI VIaD STRENGTH AND TOO kq1 TENSiIT STNEN(:TH.PINS 51tAEL,BE COATED WITH BERTHA HV DACROSRILLD COATING SYSTEM AS MANUFACTURED NY APPROVED CENTERMATE ALTERNATING DETAILS TN SHEET 9 CLWANO APPUCATOR9, RE051ERED WITH AMERICAN SHUrrER SYMAJ4 ASSOCIATION.PINS WM BEAT INC IN MARHONC ON THEIR HEAD. 4,All..AIUMNUM EXIRUSIONS SHALL.RE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR W63=YG ALLAY IS 30.0 kel AND 35.7 kIT FOR END CONNEL'110N TXTM.S I--G,(0)NCRETF,/HE.00iC SHEET 10 8005-Ts ALLOY. LOAXIMUM SPAN TABILM SHEET 1} AAIOM SCHEO(A.E•-CONCRETE. &FILM SHEET 12 5.ALL SCREWS TO BE SIA"..%STEEL.304 OR 316 AM SERV..S OR CORROSION RESI9TAN'T COATED CARBON STEn.AS PER 00.4 SOOTS WFO{$0 kW MIK YIELD SIRENGT H ANO 00 W UIN,TENSILE STRENGTH. ANCHOR MHEDULE- CONCRETE.&BLOCK "I'M 13 AND SFNLI.COMPLY W/FLORIDA BUILDING CODE SIZ01ON 2411.3.14. ANCHOR SCHEDULE••CONCRETE 8 BLOCK SHEET 14 S.BOLTS TO BE ASTM A--307 GkLVANtZEO STEER,OR ASI 304 OR 316 SERIES STAIHE.-S STEEL WITH IS tat WNIMUM YIELD STRENGTH. ANCHOR 5CHEON.E.-WOOD SMEET 15 7.SEE 171E FOLLOWING SHEETS FOR ANCHOR SPE(2nCAIX)NS:FN SLN)S(D: 12,13,14,15 AND 20 INSTALATTON DETAILS M-R,WOOD SHEET 16 W 61JLOE Q)&0 'NOf4C M.IN UNISON; 12.13 G IS INSTALLATION DETAILS S-X.WOOD SHEET 17 FS THIS BERTHA H.V.ACCORD"SHUTTERSYSTCU GEARS A U.S,PATENT, fe'779,`,P.2.COMPONENT',O'THIS MFRRN.ARE COVERED.tED,IN WHOLE QR INPART BY U.S.PARENT JS'A36.779 LS",JLrD 70 FA9IERN ENO CONNECTION DETAILS 7-12 h X.WOW SHEEP le METAL:RIPPLY,.M:. AREA 3: tiY,,,$9Wj(Zy(BLADE M ONLY 9.it SMALL BE THE H£SPOWITRUTY OF THE CONTRACTOR TO VERIFY IMF.SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO EW.Ar1ACNFD TO WSURE PROPER ANVt9)RAOF CONTRACTOR TO SEAL/CA21LK ALL SHUTTER COMPONENT EO3S W I CH{REMAIN,THAD F'ASTFNfNG IN COMNUQUS CMACT WITH THE ERADIFK:TO PREVENT WIND/WIN RITRUSION. TYPICAL SHUTTER ELLVATKON SHEET IO TO. EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARIONG NOTE;DLIFING PERKM OF HURRICANE WARNINGS MOVE OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL.HY AND FFD Y CERMIR RTES AND CNCADE OR LOCK AU,HV AND SO LOCRS. AREA k FIV_WINDMN BLADE 11,SHUTTER MANUFACTURERS LAME SFAI,.L BE.LOCATED ON A RFADLLY VISIBLE LOCATION AT ACCORDION SHUrIER W ACCORDANCE WTr"SECTION 1710.&3 OF MXRIOA BUILDING CODE.ONE LAfXX SH&U.BE INSTALLATION OF„TAILS, METAL STUD WALLS STIM 20 PLACED FOR EVERY OPDRW,,LADELNO TO COUPLY WITH SECTION 1710.6.2 OT nit FLORIDA BUILDNO CODE. 12.SERI A FIX,ACCORDION SHUTTER SY.WS INSTALLATION SAIL COMPLY WTFH SPECS INCRCATED IN ENCS DRAWING PLUS ANY BUILDING AND ZONING KEGULAHOH,PROVIDED E1Y THE JURISDICTION NKHE PERMIT IS APPLIED T0, t3.(o)THIS P.EO.PREPARED BY TH:S ENONEFR IS GCN04C AND DOES HOT PRCAAQE IN:ORlATION FOR A SITE SPECIFIC PROJECT;i.e.WHERE.Rit SRE COMMONS DEVWE FROM THE P.E.D. (b)CrN"WfOR 10 BE: RESPONSIBLE MR IMF SE:TkCTNM,PURCHASE;ANI)MTALRATk)N NCLUO(NO LIFE SAFETY OF THIS PRODUCT,BASED ON RIS PE.D,.FAMED HE/SHE DOES NOT DE1M1E FROM 1HiS DRAWING SHALL ONLY BE USED TO THE WNILDONB DETAILED DN THIS DOCVW T.CON51R11CT1911 S*M AT SBC IS ME CONTRACIOR'S R EOPONSDILITY. OBTAIN PERMITS IN TiIF STATF OF FLORIDA (C)THIS P.E.U.WILL BE CAlNSIDEREQ WWALID IF ALTERED BY ANY MEANS. ((d)SRE SPECIFIC PROJCCI5 SW"IE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHMM WHICH VAU.SMIOWF THE.CNC,RM OF RECORD FOR!THE PROTECT AHD WHO%III BE kESPOHM:SIOLE FOR THE PROPER USE Ui'THE PF..D.ENGINEER OF RECORD,AO7WO AS A OE7EGATED ENGINEER TO THE P.E.G.MINFER SHALL SUBMIT TO INK LATIRR THE SITE SPECIFIC.DRA'VAN05 FOR REIBEW. (r}ORT(MAL 1-41).%VJ.L BEAR THE DATE AND ORIGINAL SEAL AND SIGFW-URE OF THE fMRDFESSY0RA1 TNOONEFR OF RECORD TIAT PREPARED IT. F 1 FLONDA SUiDIWG CODE(Non Nigh Velocity Nui'ricone Zone 0 2Q1s rASIERN METAL SUPPLY mV;. .� fiifl 5 C u s , -, Accordion Shutt em 0'. /P�I i er.. yst .. .NA r RV.RADE#1 W/CR W/O RV.tMNMW ELACE American Shutter SysternsP„a, •, Tf 1L• TILLIT TESTING &ENGINEERING COMPANY DF Dasa Nw.scv,.4.,s{,;o,.Wro, ,whom.nmr+u1 Association, Inc. 1 OLD T1-192 goys PATE, 41%%1311S_-- r+.�+ 426$ Vcckraada Drive xF :(3os9tssT AWTNG ho o A-nw1:IHAwOod.ca. West Pwrn Reocn, FI.. 5340' 3 ,,,s,.o••......'G�<�A.� Ero-GIw)ID -'--- 15-Q85 �i�tIHNAL Eh141,a wiiTti[w [ET F'.E. StiAl/SyG; RE WE. 4 i DF 20 ............ 70 tx CAST T_ ....... rut CA-r ;taw OWED.,AKm 3t', .0 Wn" 062., F vows LAn", TkAml..................... ........... HY LOCK NY EGRESS LOCK .(DA.. '.ONLY.. PRAIIE U&_ AIX- 11 11 G,Illy, 3-TO ALLOY A-4137rMP to wx w$v CAADE I & ONVf D. -A 6063-TO ALJ.0Y AND IEMPE 6- &TALiFIED FOR USE W1 HV BIA)f.(I)ONLY 250'0t). cl .. __&874- 6063-T6 ALLOY A140 T`CIAPER PtAM ilDD 7w 4. su" ....................... IVOr A M� R RMUG BEFORE plllmro "o" 1/4' —20 x 3/r —20 RIYNUT* jM 9444 AtWWM(2M4T5 ALLM TARIM rW�,E YM TPI WISERT.PAWt a-10.AS WjiUJrkMMU V AML A-, clem Tun".#vftPPw,taw jmvy 0110A CoR r.owl.. 4 -.1. t-1, .......... K" mm mora aDIAT Hy MALE "T' LOCK CENTCRMATE ALTERNATIVE LOCK GLIAUPIED FOR USE W1 HV BLADEQ�ONLY FEMALE "I" LOCK CENTER. QUAJ.H`�[,M -0 USE W/ Hv LOCKER OR :Jj��CWERMATE 6061-711,ALLOY AND TC?dPCR H auALIfirm FOR USE W1 HV 9LAM ONLY W1W SLADE(-I',ONLY, Arl'F 81 ONLY. OUALt�JED FOR USE'. W/FiV ULADECI)ONLY 6063-16 ALLOY AND TEMPED 6063-TO ALLOY A40 TEMPER LIA.L_ U cyuNOFR OR R, lit G.875A win. .125,u- m^ I~KIN H 'ENM g ROD di ED_ NTERMAIg W/ p r - P-1-N-1 QUAlIFIEO FOR USE W/ P, 61ADEQ)& JM QUALIFIE.0 rOR USE W/ Ifino r1l 7? t1v L MLOY AND frWPTR 69�3-�6 AALOY AND (EUPER HD CENTERMATE'S INSERT OVALIAED FnR USE W1 HV BLADE(I"s,(LA) _12so.......... hOe,� 16 ALLOY 0 TEMPER YAR[r =2_1 3jfr not KEY iL,4tz_mj�_l CYUNMA co, R L HD LOCK T Dy nrcWr"Armgtt mOWx LOCKS SFRT5 233$1400K BOLT LOCK. IUA! 14V 1/4" 0-20 AISI 304 ticG3-16 ALLOY AND TEUPEA Q7 THUM RM IES S.S. T_ MBSCREM QU114.11-11EID FOR USL W/ Hy BLACIE(�D& II) now WILL REQUIRE A 7/16" HOLE volocity Hurlicorle zwle, L TRACKS FOR FIROPER EMBEOMCNI .............. QUAUFIEO FOR USE W1 HV BLAO-Elp, FLORIDA BUILD] C001(N-1 WO v,.--07 0 Zi)lf,EASIER114 h(VAL SUPPLY,tNC, ........... ordion Shutter System .. ............. ..Iw.*� Acc t T Amadcan Shuffer Syslarns ;,-v.-ft G& ENC4NEERINO COMPANY — : ..- M z TILLIT IESTIN Assoclafl,on, Inc. 1 92 H To,3M.U.�jl.,M.—A.Wom "m 3�,64 2 'RAWNG No S54 r. 426P Wtostrotldli Milt(' wotyt Pa;tn Beoch. FL 33407 15-085 WALTM x"11WT 1.oll. Tmak k.f A ...... SMELI P.E, SEN./SIGNAIURE/CATE, 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR q HV Q HV 41 HV FAIADE I UNOW AUE .1 JIM ............. OpEmmm ITV LONG TiE�Essl�D MON 81iSHINC . ..... E ............................ RI-7 (DOR tJT:.0Q'HAT-WASWR ......... ...... 40 W WHE'E1-,C-AR'-R1 A-GE,-A-1Sl302,-303 SERIES 4L; 0.870-0/16"TH!CK NYtON WHEEL. 7.7/r M?J. wum cam T -;Cp 1118E�'O Al:A 302. SERIES S.S. RIVETS a1 r3.75W' DETWMN —.- .............--,.......... BLqc :t a HV 1 3/4-ACCORDION PIN W/ J8 HEAD EXTERIOR OPENNGS ON TERS ................ IN . 3/4-ACCORDION PIN W1 #8 HFAU 2-1/4 .....................---......... TF TYPICAL HV-WINDOW 18LADE AND U4 POLYCARBONATE IMPACT RESISTANT w WINDOW POLYCARBORATE J. WINDOW 0 L (DOR 0 NOTE:FOR 'i i (D OR 0 9AWR MAKROLON 310.3 POLYCARHONAtE RESINS, UV-r>TABILiZL�D GRADE OR CASK '2*mm CLIM Cc � P[ASTIC L,EYAN 103 RESIN ra wa tic 4 INNOVAIIVI. EMEKM ON SHEET' 19), (D Hy.. r (1) HV PIN SHALL ALWAYS Be. USED At ALL EX%fuOR V .......... POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/ HV C) OR EXTERIOR i4v mxw'� Allk"Ax 191CAL aNUMIR AMMY ILI -)(DOR 6 kill HV PIN Ue AT (2) I-iV PiN > MAY BE USED IN LIEU OF (1)Atli) ONLY AT SLAOVS K CKLF. War& Ex,rcmor, BOTTOM KNUCKLES Oi' HV A(CORDION SYSTEM Wau / IN' 1) tStC NoTFMU*FOR W-1 /w 6JADE 6VHEN CORREY-ONDING TO IN1,VLIAT!(JN "il", SHEET 7. nwm Val)jyw.� mim I" 114W..J. WOK SMY'nR Al Mb &5u u7w lf-W Ai. 1.1117 Pwk 3) HV :11tJ @ OR @- W/ 119. O.D. 1/16" THICK S.S. WASHER MN mw 310.W p`1 -13,m 0.3. PR SHALL DE tiSED FOR DIRECT MOUNT INST.A11-910,14 PER DETAIL X, SHEET (DI N5 9 1w "EL CARRIAGE DETAIL WE OF 81R�4 XPW D= C-1 QASs a-,� 01" IM I m I Oalu a1w ftN r Wnmi aFRli KAMM kw am PJJi Pal- NNO Fat, HY SLADE SOLID HV WINDOW BLADE DE-EAILS 'Ta=dagg wmu� 1%w#m m.P. 1 4w RORIDA BUILDING CCOE(Non Ni t, Velocity "Viricurle Zone A. 0 7.0%5 FASWRN Urrm.swpm mc. .............................................................. 13ERTHA NVI. Or 4 ......... AS Am.ordio shftr..$yAm J I 1 W�E Kv.RAE#I W/OR w/o KV.www df Amadcon Shutter Systems Mwx F)C Mi. TWUT TESTING A ENGINEERING COMPANY J�.$1.M..3m"IMM CAWZNS�FLO"&IM Association, Inc. i OLD 11-192 4/1$/15 WE: 4/13/13 768 -Ve.;kfcods Drive L2 UfWINC No ormp, West PnIm Beach. 33-11-0� A 15-085 4 ONAL 0 rL A&Ela. Sr.PU 4-Tru SHELT P.I. ttMj@IWURE/DATE V 4 OF 20 . ' m 0. s' 0-04�- �. 1-Q�Ai,.v -ft•6 + US ON HV LbUS AND CENTERMATES; I.MAAYIATORr CONMI10M ALL ONE HV LUCK or SHALL BE.USED AT 1/2 OF%WnER SPAN FOR Alt SPAN UR 12'AH6VE OR d�,OW 1 4 Oh SY4UFIFR SPAN F`OR SPANS UP TQ 105;Ah10 FCNt U6 TAU TIONS 7 ANY �, _•,» ..-,._...--»». ELEVATTON.FD!LOCK t2)or+t' LUIY USED p5 Ni INSiOE OR OUTSIDE LOCK,AiTk:HEO TRi OR El}+} -hlf''A6-S.li.-Y�.dd1CAA0N.,.DE.lOt1i.,,59..1A1.1... .65„LtQlC15I.E7k. ..», TYPRGL SHIFi'1F.R F�1t0N. 'O E OR FOR SWUM PURFOSE— UP TO 7WU FN iGCA A, INSIDERORFhou sw iocF coN1r ct1RN of IocKs To CENFERNATES k� j r �(�y y(/iwD xv Li1CFL4 LACKING RODS(3 ARF_NOT REQUFREO AT,,��11URRLCANE PQSITtm Bur MAY �I - biba63oa�_`an4i -'``•' ...� •"S€� 8E.USED IF'U• Iftm 70 ENtiANl:E 5}tL1i1ER PERFQ NfVJr.E LQCK9iG RODS9 0R AN ALTERNATNE DEVIL[ 1 � MAY ALSJ HE USED AT SiM.KM1G POSITION (NON HURRtt:MIE POS[ITON). li'FN LOCK p{�,�SW+LL Bf.USED A7 CORNER CE1iT MATES E'UN ANY SPAN LYSIALIA111.S AT ELEYA110N.ITV LO K(2.�or(to SHALL BE USE'0 AS.AN OUT51UE OR gVSIOE I.00X. 3Xt�Eji I ATTAC1iED TO k' CORNER CENTERMATE W/,(p2� 1!/4°4-10>t 1/2'l,bl�hUT'HEAP S,S.M.S.T1M0 LOCKING ROD,0 AT TOP&BOTTOM'WALL BE IJSED.I17F.0.tN}N(]t"LAC!($IiA1.L BE AS INOICATEO ON TYPICAL SHUTTER EI.EYATION. NbC� MAXIMUM SHUTWA SPAN SIWU.BE:DETERMINED AS PERONE ALTERNATE SCHEDULES S40WN ON SHf£f 12 _ ------ •.. _ = 4 GY? IN TIONS AT ANY ELEVATIONAL. I ATSEEOCK MAY BE USED A4 AN STOE`OR OUTSIDE LOCK.ATTACHMENT 55iii999 y� � OF 1/4'0-20x3/4'S.S,TIJUMASCREW TO 0�OR q,. CEMORMATES SKALL,RE.MADE W/ 1/4'1-2Ax3/4'ALUM. RNNUT AS SHM ON SECTION WE. WE 8. ONEI,bcK sINtJ BE USED At 1/2 OF sHtJnER SPAN OR TWO 1 I C LOOMS AT 1/3 OF SHUTTER SPAN. C��x1L ,,� I � t s.FLAtiO'ROFC!(�;51(lf�};r3 FOR KFvsrgAlE.Y�UmItFi.B�Fr�AnoLccc DuG Hv u>cTc��a< ��ur�b SHALL B[ t USED AT 1/2 Or SHLLT1ER SPAN FOR ANY SPAN OR 12'ABOVE BELOW 1_(2 OF SHUTTER SPAN FOR SPANS UP I I ...,._.1 i0 W.AND FOR INSTALLATIONS AT'ANY ELEVATtON. WLUCK or or MAY BE USED A5 AN INSIDE OR i..._.._.�...__ Ourrs E LOCI,.ATTACHE.0 lU�t or 7,�SYMMETRICAL CENIERVLATES W/(2) 1/4•-20 x 1/2'LONG FIAT t1EAD S,S. M.S. LOCATION OF LDCK tAAALL BE AS INOICATED ON TYPICAL.SHUTTER ELEVATION. USE OF LOCKING RODS�, W/tS COTUItCTNYN 4 OR n TOP AND BOTTOM IS COMPLETELY A4HJDATORY. nFTA7," UN +0 r F (H I J K t M v O a v X - -- '•^ "" S"ma. t0 h i w n 1s m hvu. a t ( *NOTES ON By T LOCKS AND CENT RME AU-S: HEIGHT. Oe CORNFR �1 srsa+m ALTc_n,,Tt To FUNDAT `' ...._. C�N .. T- ONF.:!•LTFRNATE 71V 'i't.00K��qMAYB£INKSµLEO tN UEU OF'Hv U)CKS QR rDR AtFY SP.iN AND v��°'�.4�mi 6v�•i����81��l��,.,�3�w I $1$TAlIAnO AT ANY FIEYATICN.AIdERNAFE L[k'.K�fL/.Y dE USED Av AN INSID CR CU�SIDE LbCK ATTAG}iMET(f X_. \., .l/ OF LOCK Q�INCLUDES USltif;RF3NFORCitiSi'OGKEA�) AS SttOWt!OH SECITON HVL,SF1EEf 9,WM'C11 MUST 0E t�q}.+�ax(jw�j.��',,,��•((�5S�, .._.__....._\ coNNEcreti TR cENTERMAtEs�AHn G,�wj 1/4-e-'�o x I T/:L`LaNc Gs.THRFADCD rmtT W/�/B'o x 3/sx- WINCNIR OR W/ i/4'0-2Ox1'SS.Ld-5. INTO A /A'tb�S/8'RNhT(R.- OCK MAY Dk LYSTAIIED AT MIDSPAN QR t2' �6'`• 7)•�7iat G • 7) �$lrn MNOMUM AEtOVE AfID f3ELOYf MI05PATi,tJSE QF TWO I.fNKiNG RODS tT�TAP AND BOtUM IS MANDATORY. ! • (Sn. 9�'Q. a�?t�i`95i"�_�`v`�A� 'NOTES QN HD LOGKS & 1 IM ' %f No cEamTIt JF91Tt. S eT!as:nNE ALTERNATE HD LOCX(} MAYBE USED IN UEU OF \ HV LO(M,S Q Oft�FOR ANY SPAN AND INTIAUATIONS AT ANY ELEVATION.ALIERNATE NO TACK 0 MAY'BE:USED TYPICAL �t HW BLADE SHUTTER ELEYAJIdN AS AN iWME OR OUTSIDE LOCx.ATTALYWEh'1 OF M LOCK Cpjt To W/3 3/a'P.H.S,S,NS.,AND INCLUDES N,T.5• RoNFORm.wENT INSERT 0 AS SHOWN ON SECTIONS HOB-TND Am) -HNC,SHEL7 t0.LOCK NAY BE INSTAZLEO AT MIDSPAN OR lY MAXIMUM BELOW OR ABO'4.MOSPAN.USL OF LJY-Xf 0 RODS @ 15 COUPLEtEtY OPPANU_ --FLMB� an Nigh Velociv urriL+sr;� Re 2015 EASKRN METAL SUPPLY,INC, ... - . �'�-6�—•'..... ��.a �C�rt�tc:... . .... ... .. Accordion Shutterutter System■S A■. Kv, American Shutter Systems oescaa00+ DArF aRz+, an AJ.. SfATEOf TII,1Yf TESTING & ENGINEERING COMPANY Association. Inc. ow 11-I92^� i/t3lty arr:a/t3 i5 LL's 6yy)N.t.Jqn,St.5u.:kTJ.YR",M(AWNS.f!omook 3&111 4As dation. nc. .t ��IK'I.- rn>p:(.1ISta71-ay3O.Ear:t )aFt-13sr T ORAv11NG NO R tUHfUr'.•�r1 n•-1e<�a:tirtx000mo>m Wrist Polm 1ae�rch. FL 3:S4C7 s 5—Q$5 0,911..........•G•`� r.RL�-oW671 s --- IONAL E ���`' WnTER L:U! se , > SNI_ . '.I:. 5EA�f'SICtfTIIRF..)'Dh F 5 OF 2 PO(JRrD (SCE S(.Nt PAZ RU 4 ACOMI) POWORC CONCJT.TIE SHEEr 1.3)1 U014CRETE ANPIUM, RFD j!Il (-EF.SCREWIX ON '0 CQN(.WUh ANLIHORS t wUTS 0 12'O.CSS. 7 (:;EE SCHEMLI:ON?IUT 1.1) Wn L= EO' -EQ- wopNE Sc 174- a A LL • E. M... I �250'Max, Z M w".SWIMM TO QA-�(SM ." r. OR (ce ........ SEEN.SCHFUV F OTOw 0 CEI W'Ss— IN WIN.WAR.TION TO CLASS' .......................... ............... 1(skr S,*.-ULE ON SHEET I ................... E%tSTwo 1 t CLASr----1 HY WALL HEAURJhffAUATM HV WALL HEADER INSTALLATIO BY WALL HEADE'll,R N ACYRNE ........ U04.SEPARATION TO CLASS .............-(Svf� EXISTING ...................... SMIDULF ON!Tir.El I(r— ;CASsrXrTINC IATH.SEPARATION IQ MASS TO QW4 Lex �)OR 0) .4AS, '_'XKWL ON V"U_ (XN SHLEI TI)- RR FUM rAy.".1 19ornoNq. EXI!;TNG I/.V Z_ • j t5l LvrlovAL -EQ -EQ- Ork ........Ilea I KEAD S.S. 111LUPS, to COLKOPEIT ANCkrapls L-.,., 17RU il?:X)UAUI:Nf SCREW3 H.Ips LEADUNE SCREWS USIMC trS -'sx-E$04wME ON N1 MIN,a 12"(LC. Cl 7)-C18,) KIMS 12'O-C, izji OR COWRF'M K(XX %CHEOULE ON S11MI'13) % PWRID CONCRETE SHEET 1, CON(F('E J RE01ARVI) OR CONCREft FROCK @HYWALL WL %HEME ON )HV WA LSILUKALAIOW MURU wlwmE J 4) OR CNCACTE Uoc WALL RE(X"RkD HV WALL SILL INSTAUATION W/ INSTALLATION DETAILS I- SEE SHEL 1 4 fOR—IC-SWrTEP C. D.- EDM�OTSTAMt SEE t,)�WIQNS OF USE FOR 0 LAS�WKY (S"Er,rpECIFICAITONS ON m4elo 13) 01ADE (f) HV BLADE UOUNWr W-MONS CAN SE C,0U91t.U) or) 19 IN AM WAY TO SINN`ANY W'AJAWN. ... ........ nNNUI FLOTM40A BUI CODE Non High Velocity Hurricane zcne� 2016 vA REWMA % on Shutter S ystem WNIM RAM, Accordi A -S*S)vAw- n Shutter Systems Amerlcm asca'PTIm DATE_UMVIR Or. WL DLOT TESInNG & ENGINEERING COMPANY -IS2 01V 11 AS3=latlon. Inc. 5. '94WATO/F4 S' 3.1. IWIMS�rl.r.x "161 !jaml�. wdr oon)wl-1514,S.�(=Wl 1W 42.68 Weeks , Drive 2piuWRiiG Fin SS... i� We"t PallIT Beactil Ft. 313407 3 .......... 'Al •,.-'M L04WEM 4 15-085 ZOJVAO� 'sll" wm.rm A.IWT J,.17.f- __S_ ... . FLMCA 44.0*1 5EU pl. SF L �J�AR'J'RFJDAIE 8 OF 20 ........... ...... ......... .......CUM997C OR ---Cl) (Ste.Sow LC ON viaT 0) FMIING 11) lamm."llr� 7 APPUGAITLE `U EYMP.No CC# P .- �I Gveis, "i—D.-M 3/5 WIN 07,-=. 12*ox, -NAS ----QYJNCHETE ANCI (SET.wimuLl :0 SPIELT 1j) A.,or SW IF OLA55 /* APPLICAM.L.- -SIAII V APPt CRETE ANOMIS wc� APPIOCAM.E POURCO f,D CONCRETE R El CONCRETE -C,D REOURED CN SHEET 14) z REOURM coNcfr.w.omws 4 rM OR Maw E. ........ (SEE EOREDULL ON SlIrET 14) (M,.TRENCH INS-TALLKTION UD ONLY roR up TO r70, -75 PSY A.S.0, HY WALK—OVER INSTALLATION KSIGH PRESSURE PAT11NG&FOR SPARS PER (C), HY f,,EIUNG INSTA ION kJ HY FLOOR INSTALLATION t 03, SIIEEF 11 ............. ............. CONCRETE ANCHORS ......... 7—A .......... M� ---Q-0 10) 4000VAlY OR I/4V FvwR.% I .1/4" E%ISTINOFA"fNF)lS tgvo�No.*5 W/ wx. CLA-6, ASSS ueav,Ina,o I 31V Wn owtwDy 0 T QC,fW 49 10 6'-V*�JWI AW Pw SYMIn LA nwl V-0 UP M 4a to W-0, 9VLY-7 7/ • it .. ..... 0103,5/4-HEX 1LY. z, CUPt ,�/- 7' WPMIEP HEAD COM.$EAL-NT-1--;, A O.C. J103/4* Hrx Nr.PD--j: ./4 -5 TOO. 40/4"3.0 5 3 tilt 1/4-0,20 Si.Wrl. 7 v III (5Ff W-07)IRLTE JI.E.ON 7 EXSTtC WA TfeXnAM W/ NUT 0 9-O.C. -1 14) W^L rim MVAT,%t -1h ED SRL) 1/2 ? / RID OowL, o'c'. AUE V rwl:nox I APPL CONCRETE AWJiQPS 13(b) ON ON Si IW I sttF.f:T -4) KwRq)=qCa,.TE- ON .wal .... _..........., AWnK Y)MCREIC Kr OR(ONCRETE L OR C Q RIFOLAkED Pt.OUAVO RjWURWff�INSTALLATION C.PMONAL Cx1NIC'tEIEY"� / r, (�) HY WALL lNgALLATION V WALL WALK—OVER INSIALLABON WVwoq Slam VM 0'-W <[J:) HY RAINQUARD1 INSTA IARW t t IT&%lwSKTAMH SK.LL BE ngu-mli Comm"Al'oll OF,.Uoo."&, L.rX.(,DOC DISTANCE REMOVARE"I" XIT AT),1Q.104T T.m sr.L uMffAlotC,)4N5 0 ov...rof? IZ -) HY R L 3M tPIIEET 4 rOR TWX$4.%iUTTY. t5f.E Sv;Ezfr-AlON,5 (T,4 FFI 13) OR ET47RMCE BLIM.Qg f".1 19 INSTALLATION DETAILS WZ 11 BLADE .......... 2-UOU-41711%C SECOQW,CAN SE CWRINFM -I Velocity Hurricane Zone IN ANY WAY TO SUIT ANY lx%A��710". ...... rLORIDA WIWI WDE(NOP lL9I 0 2015 EASTERN METAL WPPLY,ft- Accordion ShLAter System - TiL73�E-C-0m, A.SwSAE American Shutter SystemsM.Sam- DATE OPAWN BY: Ill. nLUT TESTING & ENGINEERING COMPANY -112 15 �IATE OF 331V — Association, Inc. OUT I I ft :(305)VI-1wo.T.— ORAWING NO West Pct,fl Beech. Fl. 33,107 a 15-085 'ALIXY A 74+L*.Jr.P E. SHEET 7 OF 90 SEE END WALL CON I ETS 10 & IS ;EL'NJTfi ON I(XaGq,N�tSx73(y).7N LOCKS(D ar tiro INSTALLATIONS W f �� HV ** >> I N J ; Ex7saNc cws Mil SLAM. 1FRNA f.M'IfAX r; NI Si I - BLADE HV CENTER TES MILS..IS WC 01 r Q-IW L p:NilJtNalF.S I➢N11L'A1701J Ydrll Oi/t7L OR -SEE END WALL CONNECTION .....,,. w- 1� ., .• .. ¢ smN -c r 5s - MAILS ON SHEETS 10 & 18 7 : I 2'»2'>,7/d'xT2 •�'� I l_C•�1".\;/,. O9'�..'!, 3 7/<".... ..._..._._... _ .. _......_...._.0 i_..,_,........ ...._... _. 7._ _.. ._ ..._. ... (6Utf3�T8 Ai.C11Y)'.4UM:" ...... .. � '_' __.__... XxaLc w/(a) I 4'�TnPcce 13+RYf�f26 I'o auraGw;ta I ' CE,{�tZERM �. T S �,- u . �rut/ataN (ia7'/i3a77a71)47 +ic7c3!!1"S.H.'S,V 12• ... CI.kl tr)97a•7/'A'r,.u.c Ya tt&n: ✓`" O.c.nn7.LENr.4Yi, r 7.7�. .--�:Q�K $ MM,.WZ-ff (SEE SGI&:lulx ' .. Al EdtN ANGLE.(7tP)l , ! , , I * *• .._...._ ` 3 ON SwEt 10 ' .4...._.......... _ ....._.. -._._-..._, ...__.... _ ___ _.._y. ......_._.. _.......__ ...... ........ �;-� _ _ff ; �_. �`T L04— HVQ HVB 10 ®L-y���w4©�7"`/`�• 1/Q[L�{f}'���.�....._� >' HVA I� - I o7iFRUU..!(E\VrpCOREORCRETE 3LC ALL (D-0 .... .. ... ._ _ ....... —_ ...._. ..... �r-- jNF�RMA FI m13 alba® �� Mr To [..ICY CA �j , srPxanTIG ('th S � ..(� _Y..b.......E_..... ,k * E ,C�_E_�.__.......___.., y k.Y.�� 7 ormoRu• 5 / "'k:J'`L7' •� # --�.... (WTFRroR _ 4 U•�J"V•��°"\'l'�:J _ ........__ —.............. / a W4 flrpm?.117)�\ i t ..�' .... .................._—.._... ...__.�....._.._..__......• -_._-w ..... (SF.c sCREbULl' (i V� NRYfOh4. I _._..__..,._....__......_........ - — .. - ONSHEi.'777) . { ) .............. ... .._._..........-....—_-........�...._...___.. .___ _._._.. ....._._............. .._....-._.- __... M '�. ........................_ ._ .._... .._..._.._ _.....__._.__ — rE A 1 li t , �QUT J '-' — -tgN( t:11 _ a _ ar `i ............ I oU1'i 7 T _...V. -i HVE HVF** HVQ FLOW BUONG CODE Mon Hi h Veic,ci!j Hurricane Zun,e 1111f, • ,...• 0 2075 rA-,rERN wvL 94PFv,PM. ERTA' ` 4 "'= - Ac. c rid Shutter S stem `� — .... 11LIE A.SaSwAn.....:...... ... .... .. M■ ww/�+Lw... . ..+tv:eta- T-w/aa..w/o-w.wrnauue�acE ........ ...... TAUT 7FSTING h ENGINEERING COL/PANY American Shutter Systems ,;�, ' nr_uaP77oN _ r7�,r rmA>. or. v� r S r5 N.w.M6 .St„U..MA,vi(1m4 GJ Ufjll Pl7 asea SOCIat16fl• Inc. 1 r7:7rc 4/73 i5 Aa I `M 11._'92 ♦ 1 J,S S?A7E.Q.r .�c- r� „a: 4268 Wes{roc<n Drive. s . ---•-Ierr ,..us}er7-7s�a.rar:Uos)°�n-ts:l7�nn1KIN No ��Q�'.F(�}�IOP.•. `�: ,...n.e�l:tinuoC.adaxn West Nairn detrcl:, F!. 33407 s . Eli CO •,,a _ — 15-085 gg s StiEE:i' P.F.f' AL1;rllVi ml1VOME: 0 8 Or 20 • ` ,..... _, ....__ __.... POURED`CDNCRET(± ICTJRED CONCRETT( ,.....j"wri CONCRETE l ..POVNkO CONL`RF7F;OR /r�...��.� „F ,+ / - (T CCNCRCIE _ �! OR COUCREtt: BLOCK wau,R(:cxn4itn .--• COb(;RLr,..OWCH WALL / i OR CONCRETE ...... .. .00K WAU REOVIRE.0 -. ... r._/ OLOCK WALL REOUO!47i •V� �� f+c(AtI4:En r ('7'_.. �\/ ...f,_7 OI �� l! Lxr,Tu r cLtis� 1 :/ / 17 N f(k,E nrwHart/ Ex±57040 GtFSS Nr,uL , ! / Ctt>TING GIA S <\ / _....__.. L MIN/, � •---2'rA)N...�... ✓ / 4m+ sFrWa(mxt <• ! % (r� ' 1i (SFE ......... .....n SEj'AMIXXJ JI T I.ItA rc6Y7WXN ea ray ;j"""""'°"" /7 xtrtnu,:ut 9m < I' :,OQDu.E ON lGr 1/10"x:S"MAX.. ON WET 19 FOR FT%i b.AX: WA1 t 'JCtI'LISE CN ulCEf I l 1%akar®aNO (ebaa..T6)cavr......_` Loos,®a Qg ! .- --�*4 SFw'10 /. . __ �a BALE QFaii1p (N:4Ltr 10 TOR ALUM. GLOSek 1 2 GI 91fLT 19 (L(K:.W AT/2..._.. •.. ♦ (,Cpg f'MTF b.00ATL I/2� ....._.._.._._�_..,,._�_.-/ t1VDt:5 d' .4..,—� !RIFLES©h Q;� nntrR s4DL Ar mrl,r-R TAE Mm(.L_! 1 �I/ OF % (1^a I•ars a^Mae __._. _ } _ (AS APPLiIARIE)x2'xt a'.e-z _..__.._ ALUMfNLN GIP ANGLE gro.I%c sMs..._ -- ---- - m IR•O.C. / _ _ ._.._... O IO O.G, r _-'-. 4 1 {000.1-iG nLLOYj AT M!OHETCJRr r • ^. S.M., TO(Qa � wraL AT I'O.C.(LOCATE AT 'I ' i r _ SEE WEIAl.x FOR..r ,(" ,{ j` C)-•_. .. ,� '" 1 (J QR (� L±rHkrt a!L>t Dr m) �!!�R ,I CONNECTION OR ®' neruL x Tn�• (�/OR C(� ; TO'TRACKS F { -T-• - .... �•a• S)DE f,ONNLCT:L4N _"'_..�_•�,`�r•y�°�/•�-/•� f aQ�.0 Q7 a,(8,� 2,`��- S:NE CONN£C:aON ��'•i_ ®-o•`U7�',^-,(8{J�,�A1 i lY°'vTl- •�l.•Y'n 10'fRACK5 j "lYO1l:J'\:fb1 •®" I •�^�Y'✓1 :00-0-0- I �V•Q,Y�• TO TRACKS t . n®' V"C7a 0- 0-0-0-0-0-0-0.0A,T� /'.r�►,�►��r.O�•�rQ�a,�-dr�a ®®-6 � �4 ®F� ® END CONNECTION UETAIL 0 E CONNECDOB DETAIL 4 ..�R•Y......YY.�J0.7f�XLtStdJ._.MF_-J^•� P• C D ' - FUMPEI)ONLY FOR STIANS GRFAIER r'" 12•-0• ..-....../,._ i"JI1REb CONCREtE nTi • L./'`EXISTING GLASS •- CONCRETE UOC:K WALL j (JtNG ..._. �. iRERU:Rf:D / CAA!", ......... ........_.. »....-_, t..1______...__._.....� ....._........_._ ......_ r ..._.. ..... .._...........___..__ w+ ! .0 tAA3 tSTT ' ,/ ¢ tfi•%.0 ayK.U'S,/�. A(StF. 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Bar h 5PECViTY 1`4-2.(I) fc=]kaS) (Tt) ._-T..._._._...... _._, .. ._.... _......._._ __.....-_ www--...__! �' ., -. --- /GAP AS YA/UI'ACTURED TNY Fto�'w rAStENFIts DBtFr,T.W.(Mra Ye»2 Imq JO lz 80 7S 80 120 100 24} "f40 60 75 120 60 205 3O 40 60 TS 710 120 lw 205 FAMN ON -1/4Y TAPPETff ANCHORS AS MANUFACTIRM BY WJWFRS FASTENERS,INC„AND LiSIREUTEU 91'/11 POINTS SCREW,BOLT e:%.EMTY TAPCON WNi1 ADVAJM.EU .,.,.w... .-.»»..... ....... ,. !I.^ .a. .1 .... THR57LIFOI4eF-4T4IMIOL M11f OR ANY OTHE71 rfT'FROYTA LICENSED OR AUt140RRF,D Vf0Y00R REC4A-'iEREb WITH THC AMERIOVN 51/111TER SWIMS ASE''(1C1A11071.INC. a p 6' 14 12 10 A' D'B ... .- t4 lx ,0 9"B �" 6 �' -- .........,.,_-_... _..-.....5 .- ............. ____... _._. ALL POINTS SOLID-SET DR US! 16 7S /0 A tl 8 0 a /4 +2 10 0 -8 9p 6 14 f2 10 A 0 B 0 S ^-••-�^ NO1F3C '" TF 'i _ 011lf;TAp W CAA li 12- 10 0 "t3""'i" d"'�" i 1 10 'B' a B H it f0 0 `•a 0 6' ^-•--. 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ACFpNE SGRLW VS171*WL BE 1 / Ll7NC M!ttMJ}f SHOULD f7(h M 14 12 70 D 7A J-3 JS MiMWU FOR WALL$WnH N STUCCO - INTO^af1R-'CD SlMil,8E PEHWTTEFI.I/4'0-'d , 7' - 'r T' n r la 12 16 9 e a 0 6 14, ti 10 B...C..-71' 6 3.5 14 12 10 0,..9...6^'a 4n12 It t2 10- 9 a � 4 - N'12 IQ _9...ft 04 5 3.$ 14 'I2'i0 9.6n�e^.1.6 � A',f)IN CAQIErANCHORS THAT PRECAST LO sT8NE CH 10 R EACH IEEE.PANELS'PAVERS OR ANY O WA F FOUND MI THE FJ SHA LYRE O({ DICAI l4 12 10 @ a 7.B'i:! •- 14 12 /0 9 e e 6-'43 14 ,2 /0 a B e "a)e ANLY{ORS 61W1.BE LIX4C'FNGIM:II 1O REACH INE MAN S!fO.K;fURC 8tH{ND SAN WALL.FItA9HE5,kY_'HONAGE!�•WA.11�AS iNEER. -DN 14 1 03 .J aS 411 - - 1! A iT'-o"' 7,5 a 4 11 iE , 9 e e 43 33 NCITfS A.1)d A2)ABOVE.FOR eATAlUTIOPIS CRN VWL S10fW OR EFN WlrH OR WMtOUT MERI STUDS CONSULT Tin ENOWEFR,rOR C'._0. 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Eu)M347MU14 Dowt MEINr INTO C;ONLRim FJLov OF TAKCV,DWE IAP W/CAP ANGIOR)AND TAATE'1ii ANCHORS IS 1 1/4'AND TAPCON 14 l2 9.5 7.5 0 - - 14 12 93-C sh 3 - 14 is 8 OS 4 'A91N ADYANCFD'TFIREADFORlA 7ECRNOI.00Y MT2COR9!$ 1. 1} a.a 0.9 G }Ji - - 14 2 10 9 ab 0 - - la 12 D 6S S 14 t2 tO A a - _ - 74 Ia 10 T.7j"4.8 - •-� 1{ i7'0.`u 7 Gb�1'- ,ry'_.0• .... _..._ _._.. ., : .. . .. .7' _,..... ._ 11.2}tt74WUM 131FFf:pMENT Of' tJ4'0 M 3/4"ALL PINNR SOLID-SET ANC110RS SHALL EE.m U>tiTLY ENSEDDDA WJ TTM 0D NCIRLM BLM 1O 14 tl•S 73 8 4 •- - 14 11 7 Bk 3 33 - 11 a b•B 4b'S.�" '^"'-:" EMMIFAENT BBO S UCCD SHAM.DE PENMRTEU, 1/4 0-20 S.S,NACl@ai SCREW U- S1MLL W.1 1/2-Low MIMULDI SNOUtD SP.AXD it, 12 a FS 4S - - i<-'t7 BS 7 DS - - 74 lb$) AS '6 4S CTOST,AND i•M]NWUU FOR WALLS W71N eW SIIx:CU. -1,a da RS ! - - 14 ,1.. 0 7 8 43 - 14 ,1 '7 S 4S 4 12 10 9 Ka - - -• 14 12 f0 a'83 - •- }4 1£.. _ ..._.... ._..__ _._..-............. .__._. . ._. ...._....._.... ._ .____.._._.._..._._ _ B.3)IN CASE HINT PRECASTLO GESTOW-CH T`O R ACH T EIE PANELS.MARS 11 ANY MEEKER BE FIDLIND iN THE fVITINO hAl WALLS FLOOR. 103 7 a 38 - ,.,m- t3 Od 63 4 4 3 - - /0 '7.} y d S "�'+' ._.._...._.-. .,,�.._.. .__.__ ._._-..... .._..__...."..--.. SHALL BE LONG FNOIK7R TO REACH THE MAOI STRtA:TURE f+E111ND SLID 71A11 FlN+SI+Ea^",AfCFgFAGt sfWl.RE A5 RNOtCAtEb OH ANCHORS 14 f, 7.G•,3 - -!^: Ii 1(3 4 4 - NOTES 111)a:112)ASOVE.FOR ONo"fALI/il"ON VINYL SIDING 09 EIfS'MTR OR WIFIMI NEYAL STUDS CC9NSVLT THIS DMEER. 05 a a - - •• !- 14 12 D en S.p 4 - 13 10 a.b a 4 } FOR WFALL PON INIO EF5 WITH MerAl MUDS SEE SHEET ZO. N t1 10 - -'T-_j4' IZ 9 7 a i4.,t 14-14.5 7 5.5 ..t}..q - 76 sn 5 -. - - Ti a 9 1 t 3 - .- .0_. 7...:1.0 ,X6 3 1^ - () ANCHORS 91ALL.BE INbXAIIEO FOLLOI NG ALL OF THE RCOM41ENOATKNNS AND Ll'ECIACATLONNS OF THE ANCHOR'S WV•MIFACTVRER. 4 f0 7 - - •- -• - 14 19, 7 S' 4S 1= - �- :1'S 0.5 S.§%IS 3.7;ii _ 9.5 X.5 - - ••• 14 to 73 0 S -• .• Y2 A b S.G 4 - -• SEEED.)VETtgJS BPA4A:(1 MaAw STOP FOR ANCHORS. 14 12 6'!.k 03 - •- 'p 10 0.a. -5"'7"'-' 0 EDGE DISTANCEVERi EDC; e 12'_D•"1s'rio"a.1;1'"-- ._ _. .: '... 1, 'a Ds 4'3J - ._ �� e- e` 4 11._ _ _ - r+ BELOW---re Pae.xa ��5)LLfQR.AtlCHG35: .........______.__......___.-.,.__._............fdl.s_......., Mbll( • f 7 I EW-LVO.TOfI E.I) LESS Tf"TK NDRAITo RLVJc Jtf(VtOR SrACWG r14 - z� . 6.5 5 4 - - O.S a 5 / ML'LTi11A Y2N1aSF7a:eK'S11OWT1 UNN SCIA UiEOBY TRF^{'q�IlO5Y1F'ACidt^.1.. •• -• t4 0.3 U.S 4n'- ""- iREfMKkli SPRING OBTAINED LCSMC FACTOR SkML NOl cE LESS IHAi ICN,WIM W. 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