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HomeMy WebLinkAboutProduct Approval �i SctS Homa i Lbv,1n ;,.:Usar R¢gistiabon ticC 7aPies .Subm;t s&charge' Stats&PaeE'&, -Pubticatwttio- `Contxt Us:1 SCIS Sites.Via q ! Links Soarer �, i?raduct Approval. ��. � y, USER Publid`U3ar-' - •-- -- _.._ — P - ,- -.A'nriracyY vrARpt�catid ... 6�cP iuihon Dhte�Y(`;' !i \vE°~ .,. rYiQ?Q,QgotoYal Menu 5 rr�earcir, lrcataon l.S;�'�APPI ^ 'I J� /� $ A*s FL 4� FL389 R16 Application'Type, 'Rtvision REVIEWED FOR Cod version. �20 CODE COMPLIANCEApplication Stakus. •'App ST. LU IE�+COUNTY/ Comments' OCC`/ ( ( / Archived, Product,Manufactures' American Shutter Systems.Associatio4.Inc..- Rddress`/F}one/Email: 4268%Wroads Drive, -.LNest Palm Beach;;FL 334i)7.� ' (561)'209 6263' 6feeley�eastemmetal:com Authorized.5ignature% Btll Feeley I odrfgue4Measkernmetal.cotn: Technical;Represetafive `;RddressJPhoneJEmafi' Quality Assurance itepresentative Address/phone/Emaik Category.. 5hutters- 5ubcategoiy: Acco�ilion - Comv1lanceMkhbdL— Evaivatiori Reportfrom:a Florida,registe ,Ared• -6hitector.-a Licensed Florida 'Frofessiilnai Engineer Evaluation,'report Hardc6py,::Redeived F,iorida Engmeer,orArchite'ct Name.who'developed:the::WA'Iter;As Tillit,.1r,PS EvaluationlReport:'..„ Florida License PE 44167: QualityAssurance`;Entity: National:Accredita£ion andManagement Institute: Quality Assurance Contract Expiration{Date 12/31/2021 validateti,8y� John�Henry KampiriannJr Ifaiidation Ciieckligt'-_NardcoPy Rece ved. CertifiCate'of Tndept' dertioe: `ib64'kid COT GOI ASSA 8i:A0E1 R FL389"R10`COI'GOI A4SA.BLA 1 2:adf. F>.89'.F 0' OE Co I"A SA B Ab :odf Referenced Standard and'.Year of Standard t. .._.: .. ) Stairtdard: ":.. ASTk+1 E-1886' 2012- ASTM.E-1996:' 2012 ASTM'E-330;+ 2002 TAS 20f,202,2Q3=, 1994' Epuwalenee of Product,$tandar&, Certified 6y- 'Sections from the Code, I Prod6ctApproval Method'' Method:l Option';D Date Submitted.: 10/1>5J2020; � :Date;Val ldated; '1 i J06/2030:: date Pending FBC:Approyaf 06/2:320<. Date Approved` 3?Ji5/2020s• �� -Summary`of prai3ucts FL# =iHodel;'Number or-Neiine' Description' 389.1 Bertha HV Accordion Shutter Blade Extruded aluminum interlocking blades retained by tracks(top. 3 {Non=HVHZ};-Drwg 20-165 and kiottom}for.storm protection. l.iiriitS"of U5a Installahon:Instrwctiisrws ` .Approved for.use ri HVHZ No Fi '69 R16 n ORWIND-ASSA=BLAnuodf` 1 Approved foe use outside HVHZ:'Yes Vehfi6&By:American Test Lab of South Florida,:Inc. Impact Resistant:Yes Created by Independent'Third Party Yes" Design Pressure N/A Evaluation Reports Clther Large Missile Level D',Max span;is 12 3 for 40 psf FL389 R10 AE PER ASSA BLADES Rd[ positive-ASD:load and 13'-l)"for35.:psf.negative ASD load the Created,by-lndepandent:Third:Party:;Yes' I 'HV3.'blade w/o windoW blade,5'-2"fcr110 psf ASDAoeid for ` t HV3 blade.W/o window blade and-8',-1V for:6.2 psf„9;=11 _for 55 psf HV3 blade,w/windoir blade,worOng.Jn unison:Max;span; fvr WV3'blade wJo,widow.blade far instatiations Into.Mekal Sbud'iweills is 79'.`for max.-ASD pressure rating of t 72;-72 and 84""•for+64,-64 pl.See sheet:5 for other'spans and;ASD: pressures.. 389.2 Bertha'HV=Accordion Shutter Blade,l 'Extruded aluminum interlocking blades retained by tracks(top f Only (Non HVHZ) Drwg 20. 16§, and bottom}for storm protection limits:of Use Installation instructions Approved for use in HV#iZ No f:L36 -R10 II 'OMING A55A:BLADEI pd Approvetl for iuss outside MVHZ'`Yes Verified,By A'merlcan Test Lab of South Florida,'Inc, Impact Resfstant..Yes Created"by Independent Third'Party..Yes Oesign'Pressure NIA, Evaluation Reports ,Other..Large missile lever"D Mak.Span is%16 0 for 30 p s:f: FL389 RI0 AE PER ASSA BLADEI p-d negative.ASO load depending on centermates and locking rod Created byIndependerit Third:Party,Ye..s., l configuration for the HV1 ttlade 86.0 for+64, 72 p load:for Hv.blade for Keystone mountings.7-0 p.s.f.for metais. 1 stu&moun6nc and 9 0'for 110 psf for HV1A working in � unison.-See sheets 7, 1I and'0 respectively of installation drawings for other:spans and presst rds. 389r3. Bertha NV Accordion Shutter Extruded aluminum lnterlocking blades ietalned by tracks{top I COMBO,:,(Non MVH2} Driug,20 163: and b.t nj}-for storm protection: Limits of Use Installation Instructions ,Approved for use in`,0Vi9Z Na 'F1.389 hill lI DRW ASSA BLADEi 2.pAt Approved for,use outside HVHZt Yes,, Verified By.American Test Lab.of South Florida,Inc: Impact Resistant,Yes ;Created 6 ,Node endent Third Party:Yes : Design.Pressure N/A. Evaluation Reports`, Other-Large missile Max: 16 0 span at 30 p s f ASts load fT 9 RI O AE PER ASSA BLADE1 2 kf . fo Blade i and A. 0 for Blade ZSee schedules on sheet 1Z;:: Created by-Independent Third Party:Yes 25 and 2.8 respectively. _.... ... CohlacYUs h�bi Blair Slone Road:Tallahas§ce:Ft'32399 phone.850-487-1R2+3. - jF6.swte'bf l=.lorida9s pn`AjIiEEO e' ployer.Qp•.y, ptit 2007-2U13 5tat�r bf Fiarlda,>. �Pr{y a" toterng "AttgSsilifliti+Statamnnt:i Refund StaYam44t^ ;Under Fiorida law_email addrasses are pulik r cords.lf.you:do not WanE you�.e=ina,i address releasod;in respoese'to apublic-records r+egt3est,do not send electronic "mail to this entity'Instead,�o�t�d tfie ofi'ica 6y phone or tiytradliional msil..2f you,have"any:questions,please intact 850.497.1395.'PursItt.to Section 455:275(1), ,flcride Sta[utes,;effective QuoBgrl 201' ,licensees licensed under Chapter 455;f S.must er¢vide.[ho 0epartmeat.wltwiii email address if.they:haie'one:The.emahs rovlded may be used for official communlcatien Viitti,th ,email aildresses,ars public,recard,If'gpu,do riot tvists to supplq:a personal address;please, -':;'provide ilia¢epartrnenE with-pn'shiail,addrnss`whYch;canbe,made�av�llable to�Ihe gtibBa,�"aetemiihe jf,you ark a;i9censee agoer Chap[et�455,:F S:,pie4se dlcK Mite. Frod40 Appravnl Accap11 b.. .. lretlll;Gar��" s GENERAL-NOTESr 1.BERDIA Li.V:ktm6m4 SHUTTER SYSTEIt SWLFN ON THIS�PRODUL`T emm-TIoiI DOCUMENT (P ED:};HAS BEEN'VERIFlfFA:FOR',COMPLIANCE:M ACCORDANCE WITH.T1fE 20Ei'(7th;EDIIpN)OF'TF1E FLORIDA .. .. ... BUILDING CODE THIS ACCOROiQN,.$HVM:SYSTEM.SHALL.NOT BE UISTALLED AT NIGH'Mom Ht1Po5CHSE ZDNEs. ... ry ' DESIGN ItlC�Tf LOADS.sI1At1 P,E:DE7ER19NEt1.7S.PER SECTION 1020 OF THE.ABOVE-MEN11CM CODE IRSR.A BASIC W�INaD�SPM REQUIRED BY THE JUFLISOICT10N,lCriERE SHUTTER WILL �TABLE� OF CONTENTS. BE'.IASTAILED WITH A DRECTIONUM FACTMXd-G.85,-..USINO ASCB 7 46 AND SHALL NOT EXCEED;THE.MAXIMUM y...,.D.)"DE'SM.JM`PRESSURE RATINGS:RNOMATED" ._. _. ? .ON 4fEE7S 11 7HLU 1S, 19&2Q IN ORDER'TO VERIFY'THE ABOVE CONDITION,ULTIMATE,DE9GN:WIND LOADS,DETERMINED PER.ASOE 7+1d SHALL BE FIRST REDUCED TO A.S:D.DESIGN'VfiMO LQRDel 'AREA 7: HV BLADES 11- 'BY M ILTIPOING'THEM"BY 0.6 IN.`oROV IO COMPARE THESE W/MAXI(A SD),DESXYd-PRESSURE RARNGS.IRMCATEO;ON SHEETS 11,THRu 16,19&2D. GENERAL NOTES SHEET 1 IN ORDER 1p VERITY THAT COMPOlMINTS ANQ ANCHDRS'oN'_7N15-P.EO;.AS.TESRD.WERE,NOT OVER:STRESSED;A 33 4t INCREASE N ALLDWABLE STRESS FOR BIND LDADS WAS.to USED iN:THEIR: .SYSTEM COMPONENTS: 1-20 SHEET 2: ANALYSIS;,HO*tVM A WIND DURATION FACTOR CD-1.60 WAS USED FOR VEFBFlCATION OF.iXASTENERS:IN.W000. .. . BERTHA KY.ACCORDION:SHVTMR SYSTEN'S:ADEOLIACY FOR'WIND AND.LARGE.MISSILE.IMPACT'LOAD HAS BEEN VE!'6FIED RV ACCoROANCE.WITH,SECTION 1(IO9.1.2 OF THE Aww MENTIONED CODE�AS;PER. SYSTEM COMPONENTS 21-37' SHEET 3 ATL REPORTS:: .. TYPICAL SHUTTER ASSEMBLY 38-44SIIEET'4' TYPICALWtUrOW BLADE&WINDOW DETAIL .., . .. -ITV.e,FAO£.0:+802t}.Ot-03../07.I S.O1-D3.o1C0401-D3:/1214.01-.OB,d6317A2-66,10669.01-10 AND.10210.01-11.AS PER TAS-201:TAS-202 AMID TAS=203 PROTOCOLS AND'ASTM'E-ItRBS. ARf:A 2: HV BIADEn AND )i4'WINDOW-BLADE AND E-1906 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1i,2.*3)&11=01-10'AS PER.TAS 201,203&-203 PROTOCOLS LARGE.MISSILE '. ;OMERE ARPLI-A%4 W VINDOW DACE;:@ jTC5q.q)-08 AS PER AM E-1,806.AND-E-TS95,(f0SSIlk LEVEL 14.WINV ZONES 1.:2.3)BA=PROTECTION ONLY MJD g:6725.Ot-,WAS PER TAS 202 PROTOCOL TYPICAL SHU[iEP ELEVATION&NOTES ON.LOCKS SHEET S. INSTALLATION DETAILS A-F:CONCRETE/BLOCI( SHEET 6- 2.W.BLADED AND MY to WOW BLADE Q ARE'NGOIEERED'iD:W W' IN AROSONI WITH FAC41 DRIER UNDER THE GENERAL.L1MITAT10M AND CONDITIONS OF USE'INFACATED ON SHEET 19 INSTALUQ m DETAILS.G-M,.CONCRETE/BLOCK SHEET 7' ... ... .. CENTERMATE OVAJLS'HV SHEET'8 3.BERTILA H.V.ACCOMON,PINS(NV SCREWS),USED AT BLADES KMNKLE AND FOR DIRECT MOUNT CONNECRON TO"TRACKS SHALL BE/14x2:75"AND 81491:75'RESP£CTW`ELY,41O-HT MINIMUM SERIES; CENTERMATE'ALTERNATING DETAILS HV SHEET'9 STAINLESS STEEL SCREWS WnH IMO Itmi.YIELD STRENGTH AND ISO Imi TENSILE SDIMN.PINS SHALL BE-COATED WITH 8ERRGA HV DACROSHIELD COAMNO SMMA AS MANUFACTURED BY APPROVED .... _. ... COATING,APPL*k'I v;REGISTERED WITH AMERIM SHUTTER,SYSTEMS AS50CNT10N.PINS'MUST BEAR THE W MARAUNC ON THEIR;HEAD:: . 4.ALL ALUMOP.Af VaRUSIDNS'SHALL`BE ALUMINUM ASSOCIATION ALLOY AND ATE PER AS:INDIGATEt ON:SHEETS 2:AM 3.MINIMUM YIELD STRENGTH.FOR:6063:76 ALLOY tS.30.0 W,AND 35.7 W FOR: END-CONNECTION:DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY.ALL ALUMINUM�iN CONTACT'ON DL55MiLhR MATERIAS:SFWL COMPLY.WITH SECTION!iN-5 OF THE 2015 ALUMINUM DESIGN MANUA1. MAXIMUM SPRY'TABLES SFIEET 1.'I .. . `. ., ,_. _ _ ANCHOR:SCHEDULE- T., CONCRETE BLOCK SHEET�-1.2 5.'ALL SCTIT'ft 10 13E 9TAINII.fit VEEL:D04 OH M0 AIS1 SERIES,OR COR=OR RE'BSTANT CLAM CARBON STEEL AS PER"DkV SO01B WITH.5o kuf M6J.YiF}.D..eTRFTlGfl4 AND BD Vai MATH.TENS1lE;STRENGTH:. .ANCHOR SCHEDULE-CONCRETE$BLOCK: SHEET 13 - AND WALL COMPLY Pl/'FLORIDA.BUILDING;CODE SECTION 24%3.3:4:. .. .ANCHOR:SCHEDULE-CONCRETE&:BLOCK, SHEET 14 6.BOLTS TO BE:ASTM A=3O7 CALWV.'iZED STEEL,OR HST.304'OR 316.SERIES STA94M:STEEL WITH.35'F;i WHIMUM YIELD STRENGTH. ANCHOR'SCHEDULE-WOOD SHEET'15 . f 7.SEE THE FOLLOWING SHEETS'FOR,ANCHOR SPECIFICATIONS.HV BLADE 0.•,12,13.14,15'440'2D MSTALLATIOFL DETAILS:M-R:,WOOD. SHEET 16. I. . - INSTALLAIiQtI DETAILS S-X,WOOD SHEET 17 M�9CADE.(D 0 14GRKING:IN UNISOk1 12,'13 it 15: !. . . e.THIS BERTHA H.V.AOCORDON SHUTTER SYSTEM:BEARS:A U:S..PATENT/$779,582'COfAPOHQNTS OF THIS APPROOL ME`CO�.,IN WHOLE OR IN PART'BY U.S:PAW95'458;179 ISSUED TC/,EASIERN. END CONMECR6t DETAILS7-12 &X;W000 SHEET IB METAL SUPPLY IH(}.= . 9.ITSLuLI.BE TF1C` :. ., .. k iiY WTNDta>j/ T3La € 1L,Y RESPDtiSFBLLFT(.OF,.7HE CAt4TRACTOR TO,VERiF°!51�;.:.OtTNDNESS QFrF1F 1T.TRL1CT13RC WHERE'BNIIT(ESL 15:"iO::R ITTjiCHk`i>•:TO g�l}RF::�PROPER.YWCHORAGE CONTTtACTOR 7D 5?Ff./COUCH ALL SHUTTER'CBMlPONENT t:DOES`'1S'NIQH'REMi4S1.TH RU.FASkum IN:COkITNUous Cofs1ACT WITH tHE�;lBlILINAIG( :FRLVEANC�IYRND/TLNN 1P'3RA:6LMi+ . TD" ° -. v T1`DN1Ail St}UTTER F:tkVATloh `SHEET 13F 10..EACN:LRDT'NLJST BEAR PERMANENT LABEL IN A VISIBLE FLOM WITH,WRitNM NOTE DURING PERIODS`OF NURRtC.AI4E WARNB}CS 4f0}AE rIR11ER TEIW}T`,OR OTHERS,MUST PADPEHLY�CLD�AZL."i1v�`ANO MD�.. - ' CENIERNATES"HITS ENGAGE LOCK ALL LO ALL:NV AND.NO LOCKS,:. _.. `^ `.. : ... ARF F{V t1!)tJDQW BLabE'C1 ...'LY 11.SHUTtER.MANUFA WRER•S'LABEL:SHW1 BE LOCATED ON A READILY VSim LOCARoN'AT ACCOiWdo.SHUTTER IN'AfCaY&YAFICE Y#74 5EC'pN 1TDB 9.3�OE:FLOPoDA'BUItDNNO t?SDE.dKLE"LABE`L?SWttf.B�'-.. NSfAC1ATKTN DETAILS M PLACED FOR'EVERY O?ENItNG TAWLING TO COMPLY WIH KCWN 170.T'.4.,2 OF THE:FLOR}OA.BWl,0iN0 CO13E. I £TAD 51UD WALLS` ' :S+rEEt 2D..,. 12.BERTHA H:V.-ACCORDION:SHURER.S*IWS INSTALLATION:SHALL-COMPLY WITH SPECS Ft1aX',AYEIS 1NiTFe AwD YONFH_gi,`I CULAnON S:PROVIDED BY J14E JVr 1RCti A54MEfT•" - _ .. REMO S,APPUFA TO. 13.(o)THIS P.ED.PREPARED W'THiS ENGINEER IS'40odC;'ANO 170E5'P70T PR0v1QE R1FDRM&MCCWY FfN2,A1,5}TE.5PE:(.7F°,C k11{OdL:CI;!¢ W1ERE�1,9 SI!'E PONdTI0N5.DE+MTE FRQ.M.TytE PEA". - p (b)CONTRACTOR TO-BE RESPONSIR .FOR THE SELECTION;MJRCNAW AND 4WALLATLON,INCLUINNO,LIFC 56 .OF PROVIDED HE/SHE',�ES HOT D 1rM1F FFiClA4 - THIS, QRAW(ND SHALL ONLY BE USED TO THE.CONDITIONS DETALED.ON.THUS DOCUMENT.CONSTRUCTION SAFEIY AT SITE IS THE`CORTRACTOR'S�.RESPOfNST361.fY INI.TH (0)THEE.P.ED:WILL BE CONSIDERED BNVMJD B'kTERED,BY ANY MEANS. ,. .... 0$TAIPi ,PE�A�RS E STAT'Er OF FLORIDA t (d)SITE SPECIFIC,PROJECTS;Stiftl.BE PitFPAtffD'Bf A FLORIOA REGISTERED ENdNEER:t1R AFAG[+RECI=tWILCH WiLL'8EC01/E;TT1E ElMCINEESR OF itECORO`(E.O.R.) FOR THE PRtlJEGT;AMb N1i0 AC@L"� RFSP6TiStELE FOR itfE.PROPER"USE OF THE?.EA.ENG;NEER OF RECORD.ACTING ASki>aECATEO ENGIKEER TO THE P.FD_L3#2tLEER S741LL SUBMNLT TO THIS LATTER THE S1rE_SPECNIG IN+'AY .MR_ . - (e}OWI NAL,P.E.D.,SHALL BEAR;INE'DATE AND ORTCWL SEAL'AND WNA.TORE OF Tilt!?FELT E59',NIV HGHNEER OF.REGORII'I9)AT PL PHt 7 nh�'�j EH�n1�1�S�. " fl.LTRItN4 OUIWifil7:WLIGQT4<7{ 1L� ... - - (,Oi'Y_ikTC ,�#,1f! Ctf3uT...L0Y3x' C20a0 t4tECY} INC. !C'2D28.EAsTM MC{ALIS W?PIY,1yC BE 46 1 ." C d)_L Ne. MiBIT Aa at>E I�t W/cowlray�Aoe c M1I(}i -*• TIC .T.rm£[nS.TiNG d ENGINERNG COMPANY " AmeiStian Shtsffer,SyaeMYTs, ..:t:Nv OLLS'T7-tm017F 'rj_2u ATe OPsw t L7Y Mr2 D2o.A . 'SS 6,41A.MRDEVS FLOR A-sis"falonAinc > c (T FIffijI-i93o Fbx;(3D5)67`-1s3R 42GL�Y(etsfT+arts (3YvYt a' / STATE P"" �•. DRAYriN6.tiz� .,yz N a-meU:k nacoiXxd'som 14e91 aim A3eacr FL 334p7"" a 0 2p,T �ccRTt �`f :A-=715 ,. 2 -164 z YL[Y77JA Lk B u�sr a_! SHEET . .: �9i./ANAL .,. [Al/S`LCNAIVRC/MT e20 CCC y� Y ..:. -., . +.�tTii ��t:•�. :� �- � b •rat' � `�, � �,,��. .. F. 1 t11i= Ct`.�L#�f51= i 'HY ,(18Q' STARTER „ '3HiItYRs�k PLpf.TER. OVEBf3 UNJkIt US NAIENI' .S45E417 - QUr•Lf14� OR 13SF Wf auAUFlm FOR,USE s/;W;et � , V DIR€CT FAOIJtdT Hv skimE C+j 1S H1L WtNDpW'R1 EIDE*, :.;. seas-7s huaT arto TEUPER_' : OFi us�r.:w`tv sons-te:rELox aka.TexPER . is 1AITAT9GN5 OP,USE'-Qr 81RUEe®O EET 19 --- wOB3UF6ai BLADE TLKiPE ' 1 0}am 124 tt ,. gg 3 �'✓ I r-i ,� `+'•.,,�,.,, �' ' - W.�,- ' - ETA - ,�`` t '" 7�HSL Al�J AA : .W1LIP - zs Jx,i ooJ & n473r .,4 , BHV''WbkLIC—pYER:TRAGIC.' Waza GUAETTEG FGR USE,Nf/ H6 . 6 MY`_'AD �kp TKApK 9E�GE GUA,IFt D TOR-u> w/ klv..; ,YiY °arso I TE3�PC �' EC.J1iS �4} gUAURED.FOR.USE..W,J`H - TiJ�i.TF1E�FAR.use w�;r+vv ,;' _: sossrTe Hoax ekAn TExPER•�: 9kFGe Fes' c�k�r (� t4Y RAL� A$f1 ..--. $tytbE 1 ,:..• ., ;,z 6063-18 4loy ANB TEMPER a ,aal(St.IfIE R RO U E Wj HV vw;; x '3k0, •a,,.,,y �..!�''` � Yfx1E'��w (dw'yA(,QY-3�£�TEi{Pf}Y i St7 _ T' + � 083 t, g r. 7 (to:J#V CEIt{Ha`HEI111ER 13�' asz� _ O ;nr FOff LiSE:%4! yb 9LACE('�N41 {337AL!Ft0FDR triE Xt V BLADE t;ONIY `-,' t b }1t} WALL k� Q��/SILL f :- 6063=F&,AL�.OV AND T£AkPEC 4ITJE4 Fr1F2:USC 4Vj NV ElLAt1 - .irs� SEE SECwN5 FGR.VACTGRI SEA 5l G1((iHS EkTCs V E}k7AIIFIFq,F R USE wj HV. 80�3 T8 AELLIY ANR TEMPER �.' .. ... '-60 t: PCR ;'-8 .iiG' Y x . Oa1lP6P�EHF k B 7st -F2 s j. €a QVA[Ftf.D FtSR US w B � Q flE) rQR LS Yt t�+! 2 a E WJ ;BiAQt 1 OUkt1C1EL` ,,t)Sr. E:AD�tt){3tdL?• .. ,.pT f.Od3 Tdd.IOY BHA�7E�Ag5r - - _ „_..•' -i .. �.... ......... .: .m -.f" niTLl/i{tUR YVUG�••,OFi`.,.�IQIT'.:�C�CIGIt;fiUCC,iL6nf'° :�OfFB ..,5`` '•; (JT�irjS .. &52=C�ilb l�7As NVSf1 Acc�r`dian Shutter`Systmm r � ar Q iNG ItttE E FtY. 9ADe T}:44 j 7 r = JtmerTcgn Sh Sysfems a� aa ce ii Yr/tF vrr�EADE. TiWT TESTING a.tNCIN INc c raratY rbissocfatton. lna r rnaaa=koz r+JmxtasE 7y�J2u20 cues xv m sas +x m,caracaa.azwoa:,a� _ STATCQ t vn t T�k»lam ko:t('OSETk isai 476+3";W siFae3s Dr�v� :,:.- URA%NG Nd .� .-tea'.nrz�ooaa�m Ste t Futin Eeack L 34OT a. plt1D WkTTv XMUM4,.V. g t S120 164 fSlG�Jt11JkCjuAlC r-"i .. �_' .�'OF 20 7�4;fi60 2293 ._'"'�"'"'" '_'_", � ¢a3+'. FIATi - 3.: - a -` { o € O I tt p T$'- i { aGML'1 ?�r•L gym',' oa`A 7 n eaprss TtrR.. } - c 3 -b f 3 a xr a¢au: riwi. �"mi4Si• :J�`� 9 's�r^.CGrz� a_J�scttncutJ. CENTERMfATE 1 a t2 HV EGRESS DOCK 1Jco.'FOR USE w/+� BuEe�p LY 2)HY FLOATING CENTERMIATE 6063-T6 tiCLDY ONO':tEMPE4• - .QU IFJED FOR USE W/ HV ELADEy1�8i��)ONLY ° ' 3oz3 ....,_„_-,. Sri - .OUALIF'iEO R USC W/ _ O.VALIFIEOO IR USE W` HV ALADF.'t &.. 9U.7E J Sc L 6063 T6 ALLOY AND TEMPER r3 NY CORNER CENTERh= .. daLIT:ImO 'OR-USE W/ HV ELADE(,J)ONL't.._ 50'0A 6S 6 ALLOY AND TEMPER "S 7 60 - R t ...� �aeo•AFTER RrvEnnc h . . .; -THUMBSCREW4"�-20�YNUT.. awt}UBQt Ft4CE-nH -- ";-----y. _. ` J:,t aF$*t ti NMUFAC� 6pAwcL :.., �r.`" ... .S'1IEARY'LMONN.:PW2"}}pPEt/t:'PAl';k JENSEY t17d.5a()Jt CWAL.ACfE ' .PIjFi TROHT EL6'1+'Fb7!J .: a. s g:66 :.�__�_..... „- .:-.. _. 'LOCKER T°.LOCK`CEtdTERMl- QUALIFIED FOR USE W/ HV BLADE:1 :ONLY g ' HY FEMALE:-T� LOCK CENTS :� �� �JALJFEORFOR USE) EW LOCK 6063-T6 ALLOY AND TEMPER _ QUALIFIED FOR USELY / OUQLJGtEO•f0R U5E:-tv 01g0 t DNI i'. QUkt iFIM FLfFa,CUBE W HV BLADE/iIOP±Y. LA �`�p / / W/HV BLADE I ONLY, N 6063 TB:ALLOY,AND T€MPE : _. b063:Tfi ALLOY AND TEMRE _ .. 3.161 ........... n (� e d�- LKS• t� _ RW. 44, 31 O CTIO CENTERMATE W/ LOCLCING Rl7b It QUALFlEA'fOOTS cJSE.W/HV BtAD ` € A QLALt IETI FOR USE ttj HV 81AT}e'`i & tAe 6c 6Ai �rs NL7 CENTERkAATE'S l�fSEF2T wYvac x? t,N _ <Oilbtf[EO FJ.R tiSE WJ NY BLADE i}& Sjk i-74 SS{R ljlsb-te 1 ... j I ..r SHIJrJA34T4/ . 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LOC}(5 MANSORY HOS311bE A.S.D.DESIGN PRESSURE RATNC, Hp SOCK WJ'td0 LOC'}cINGR0t3S or ONE HIV LOCK or, of'Ey L.. 41AiC.ALLOWABLE SPAN FOR A CAN NECATiyE CEMERMATT;s , ' W OFIE HV:" t/ NO L04KINIG RO'(7c= ti?R. NJ/ t�lQ:LOCKING'. !:'.. WALL -A: 6, 0. D.'E, M, N. 0.P, 0, . ! " 005,_ ..MOUNTING' F,, K 8c L R, S, &V. A.S.D. DESIGN PRESSURE RAT,';YG. 1.0 Yy',ES W/TYY f OCKIYG Rpp TCP £ �SE�NOTES't.<#� (VALRJ �If, (2)PgOGEGURE TO DETERMINE MAXIMUM SPAN FOR t3uT OM F,$Ey N6TE5. ate.. SH fY 71 ' FLOOR/CEILING G,4, I, 11. U VIALL MOUNTNGS (FOP BOTTOM}OR FLOOR/CE LtNO: .. SYS£NCRE1=@-yyCNJb U151NtATt0y5 CdtC?£lE;&WOE,.. .. .. CINiCREIE MOUNTING & M T. U. W &.X; % ASA DK.GN 1stx,tlLSCI5T0.LAT ON5 GIVEN A POSRNE AS.D. CES G N PRESSURE RASING. .. wAa.Mountulc [i6s'rt sEf..eit' [' � - rcv�:LsWt.wC: I °�LqM ngylq DETERMINE MAXIMUM$PAN t+'FROM SCHEDULE fP�i,t tt0(fN7WG & WING �(TA+1tr YQU.bi86:': _ � GNITt A NEGATIVE A.S.D. DESGN PRESSURE RATY.'G: DETERMINE MAXIMUM SPA"'L-'FROM SCHEDULE_ w, V MAXIMUM SHUTTER SPAN "L+'OR'L-'FCR . G OR LM, TR C- r 16 0, 16 b t -o" 30 G _ L w INSTALLATIONS INTO WOOD SHALL BF. LIMITED TO RNAI MA7C€MLJ.9 ALLOWABLE SPAN I$ECUAL.Ftl TF?E L { -(t $ to 0" - 30 tG 0 16-G" , .��....- - ..j`... !9 t0 a t0•. 31 �.�14 10` Ys• !O 35. 15,'-+2' s 105 paf.A:S.D. DESIGN PRESSURE RATING. ......., _ DT[RMINED SPAN€t'_TtVEEN 'L+'AND'L-°. G YO. 4J t3 70 !3 16. !n 2 e t`� Z 4d Ja tQ p 13 f0 4Q 4--2 t .1 e RR^EGURE TO CETERLN4NE MAXIMUM SPAN FOR a5- !3 Y f t 1 YJ 4 if-3 A$ 13 t i 13 t a3 t3 4 14 3 COMBINATIONS IN 6ETWEEN WALL MOUNf NCS HV CORNER CEN"ERMATE 13 MAY BE USED.AT ALL 5d 12 5 2 5 2 B i 33 7 50 _t2 T t2 5 _ SC R7 ] ' to 1 MOUNTNG INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 5S tt [0 I 10 12 1 p f2 tl y5. I1 iC It S0 4 55 11 + _ 11 1 SRALL BE AS INDICATED ON MANDATORY CONDITION a2 _ R 60 t l a t t-.a I t 7 72 a AiSJ -11 a i Y 7 4 60 0.2 r` 'NOTE d5, SHEET 5, tl GIVEN POSRTVE AS.D,DESIGN PRESSURE 6i -11 1Q J7b 0 11 t [t.-11 65 TG 1C t 10 10'= 85 Q i 10 { DETERMINE. :. 7d 70 fi" i 10 6 10 8 *' tt' L 4--MAX,.SPAR.FOR WALL MOUtMNG INSTALtA74NS. 75 10 1 R CO E P t 8 9.` i t EXCEPT THAT MNOMtJM SHURFR SPAN"L 'OR WSTALLAIIONii, FOR f1 QOR/C17lING UOUNTi NG e0 9 10 `! ib tO fl 10 A 80 S 10 B 40` + ,,,�„ .._ .,.,,,,_; :'L-"AND I444W6M A.S�.O,DESIGG PRESSURE RATING FOR 9 E 6 10 ., 8`+ g G 'S 6 ''INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK. FO P.A CPlEN WEGAT(VE A:S.D• DL'4GN PRESSURE IlA..9 3° Naz BE UMITED AS FOLLOWS. DETERMINE: '-L— - -I-CONNECTIONS TO KEYSTONE MOUNTING O'�T�RMINE. Li-- MAX, SPAN FOR WALL MOUNTING INSTALLATIONS. C s 3 n 3 O I s-T i0p S 9 LIMITED TO +64,-72. ..f. D 9-0, SPAN, SEE L2-.-; MAX,SPAN FOR FLCOR/CETUNC MOUNTING- t- i... 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Y;l ,J'l .......... . .... �Wi� 0�m� nl m i °§m�� "it ? ln31.1 iSY t6l Y#I ill Yi€1 I�I{III 1 1�11 1 1 1�1 1.1 1 1 I I'I:t I IiY 1 ''���/llllll ••r . `'V`��♦\ dF t a'� 1 1 1 31 l 1 t4tit t I t t 1 1}1 t I l 1 1 �1 { 4�1 f llllllilll �1 � � 1 { s31b; :ft E �1)t-a—t �i/ � nnt}hnolGSiC�o a'o of ol,l1I I1}1 I .1 I�I.���i 1�. 1!1 1�l r 1 + ; 1 ,, ,t, , lii Y i itl i1 .l 11=11f1 lull- 1 I b{ ID lVn m I r�� 4•S llnl I'I,I I1111'31€I I11}I I Iil�11I{1�1 \ yna I. I_Ii�1l 1.1 it�l lil i�, 131 j1#I $o 0 0 { o bl 1_ logo o ojb o"old o'^m 1r.�d, 1 l{1 111 I€I,i.l I tl 1 I{I�l 1 ii] V h �O Ih uo Ci O Lit M in b' SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES . TSFE 41QW SO ✓`-fk&H ON S11F33TS 6&7) ... ..... 1.ANCHORS TO SUBSWTE SHALL BE AS rOLLOWS, FOURED CMCREV4tO==.BOCK PN1WkD CONfJMR (A)_ TO EQSTMG POURED COTBR£TE (ton.Ce.3 kssj EQWALL SILL MOUNTING CELiNG MOUNTING QH FLOOR M()UypN�: - 1/4'P TAPCON OR TAPCON WITH ADVANCED THP.EAOFORd TECWMLW;Y ANCNFJM AS MANUFACTURED BY LT.W.SUILDEX. (Mtn.Ye=3 kF) STAN - 1/4'P z 3/4'.ALL POINTS SCUD-SET ANCHOW,AS OSTRBUrM BY ALL POINTS SCREW.BOLT&SF'CGALTf COMPAN'r,(IRn.1'e 3 kw) (lt}- .SII O9R+10LUM PM59A+L$4T71q;__ s0 t><.:.iH PUfS5l9`F.8V2Pi 1lfiib'M. 9.Y'1&_tkR`I - 1/4 0 BLUE TAP CONCRETE ARMORS W/CAP AS MA.'a:FACTUREO BY FLQx10A FASTENERS DMELT.tHC.(Min.F0= 2 W) 3D 16 60 75 t>D Tt20°#HOv 70 T 4G a&7 7S!aD}TTD.,#eD 12a5 .30 40 80 S"p0}i'aITDOI207 TAF'CON WIFH ADVANCED -TAPCQM OR 1/4-0 TAP. ANCHORS AS MANUFACTURED BY OEWALT,ILK..AND DISTRIBUTED BY AM MUM SCREW:BOLT&SPECIALTY CDMPAMY OR ANY A 12 10 a1.a @ N35. T2 3 OF 8 /4. 12 t0 9 i '111RCACFOM TCCHNOLOGY OTHER APPROVED,LICENSED OR AUTHORIZED VENDOR REGtSTEREO WIM THE AMERICAN SHUTTER SYSTEMS ASSWATFOi1,.01C.(ADn,1'9- 3 ksi) .$_E] 12 10 9 810 6}a tai12 To: 9 aiA eto 14 12 10 D t} 18 b fi p t 1 -ALL PC2NT5 SCUD-S�- NOTES: d16.. ,3 15!t TD -9_ a 9�3--e: [tt'' Tx 1+2 Tia 7 H a s- e T e''ic'12 to 4•}'a aa'''b 14 17. 10 �a _j. 1 .1 ~ -BLUE TAP W/CAP At)MMVM EMBEDidENT ONO POURED CONCRETE OF TAPCON OR TAPCGN WITH ADVANCED WEADFORM TECMCLOM ANCHORS AND TAPPER+ T n t r4 ]2 1i 10 7 a i R 6 8 8 14 12 t0 4 "6 9 8 6- ANCHORS IS 1 3/4%AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. N 12 10 4 8 14 12 i�9 rD FI t E @ 14 12 f0 9 •,a 0 t 8 8' FAPPETIY 1! 12 10 4 1 6 78 CC 0 B 14 12 10 O 8 T a €8.,_5S _._.t,� a T 0.Z)MMN[MUM ENBEDUDO OF 1/4"b z 3f4'ALI.F'OOfS SOC,D-SET ANCHORS$itAL.B£7/6'INTO T1•e£POUR CONCRM W}EMBEDMENT ;I D 14. 12 f0 4 j�B a tl�4 14 1 2#10 9 }a 6 D 45 14 12 10 8 e #6 4 35 f-"- �. .} _.. _.�,_ L INTO STUCCO Sf1AL BE PERLOTTED, I/4'P-20 SS,MACHINE SCREW USED SHALL BE 1 1/2'LONG MIMMVM.St1f1ULO STUCCO DOST,AND rto S T15�14�}Z F0 D !B D 5 I55 14 12 10 9 9 8 i e SLY 1'MMULM FOR WALa^WITH NO STUCCO. ti 12 10 8 175 SS SS 1!(t2 EO 1 9 II 8 5 J 14 i 12 10 9 .D i T 33I.4 •mA TDef a alit:FPR 5' O l i 12 10 9 *D 8 14 12 tD _0 a 5 0 55 14't2 10 t 9 i 8 6 e s t 45 a ar Qy CN s�T FH A3)W QSSE. #NT PRECAST StINFE PRECAST COkL^BETE FMNELS,PAVERS ANY vEt4CfR BE'POI ND OFf THE EXtSTitiD WALL OR FLOOR: T4 112 I.tO 9 e 17 4- to �3a 14 f2 IO a}-&S[b Is!3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE WJN SMUCTURE BEHIND SAD WALL MESHES,ANCHORAM SHALL BE AS LYDCITED ON 14 12l 10 19 e i 75,!„; T. 12.t 1a•.9 9 €a.'f a 4.5 t4 i2,I O t 2 s D ,e 7 NOTES A.1)&A2)ABOVE FOR I0459ALLATONS ON VWYt.SONG OR MFS YMH OR WITHOUT METAL SPUDS CONSULT TICS ENMNEM FOR 14 112 19.5'7.5 6.5,4-5 14 12 t0 H a f7s 55 4 14 1z to B,),B B 45 25 INSTALLATION INTO EIFS WMi METAL SUDS SEE SHEET 20. fi: 14 12?to i o 8 8>8 1 74 t 12 T 9'�6 8 8. 5 14 f2 10 9 t D d.5 1 9.ids 14.11i.1 i9 a 7b as 3 �- 14 t1z' D Las 7 as a 3 14 12'a 76s14,#:a (8) TO EPSTDNG CONCRETE 8=1(ASTM C-ao) 1 i2 Tie 1 B B a t4 ttT'E'0 D a as'} .75 14 11 l0 a6s 8 t D�4 1/4'b TAPCON OR.TAPCOH WITF1 AIFVANCTD T1RE1DFOffM TECNNOLOCY ANCHORS,AS MANUFAGDFSED i3Y I,T,W:BURDIX. 14'1T 2[!I-!- 53 7 f 1a ]y}0}8{a 85 4,B 3.3 14 t2 10 9 i� 9}Sb 3 - 1/4%v 3/4'ALL PCMTS SCUD-SET ANCHORS,AS DWREI.T£D BY ALL POINTS SCREW,DOLT IT SPECIALTY CDMPANY. 7.lD 14 112 19 9 a 8 1 S4 T 2 70 F S !B 7�_,5 4 14 12 10 4.,17,9 9$ 4(3. - 1/4"/BLUE TAP CONCRETE NKHORS W/CAP AS MANUFACTURED BY FLOfuA FASTENERS DIRECT.INC. 14 12 t.10;8 e3 14 Ip9 7 9S}45 1.5e »1 - 1/4'0 TAPPER+ANCHORS AS MNNUFACRIRED BY DEWALT,INC.,AND DISTRIBUTED BY AL POINTS.SMTW, BOLT&SPECIALTY CW1PANY.OH ANY -tA t2..•t94aa i 4.�. .t 4;T2-;'f6�.0"17.5 k: .-.t4 12 9 7_e75 OTHER APPROVED LICENSED OR MHORRED VEN OR RECtSERM M M THE:A1,MCAH SHRI TER SYSTEMS ANION.INC. 14 11 7 59 45 14 ]2 10ktT t4 12 4 T kS$ ^y(,- ]4 12�101 8 @ 0.2 ..t4 ]Ta to p H 4 14,12 t0 H BS S5€ -. 1 - ...._.t._ -"'.- + B:1 MINMUM FAS8E LOW 174M CONCRETE,Blf,'C#t.OF UA,'CIN,BLUE TAP FP/CAN AM(0Og AND MA PER*ANr1TC)F6.T3 1 1/4'ANO FAMIN N t12�OS 7 55 S t4 ]2 8 6S 551 4' 3 25 H5 6 9„ x 3 t-.... -. ... v ., ... WITH ADVANCED THI;M rORM TECH NOLOOY ANCHORS M 1' 14 12 I85t 75 8 s< WWI a a51 S u 12 a B. a8 < IJ H5 4S S J 5 4< 12 to a G1C 5 14 12 8 85¢9 4 ( ! .1 B.2)MMMUM DMBEDMENT OF 1/4'b A 3/4'ALL POTN;S SCUD-SET ANCHORS SMALL BE RMMY EIABEDOD INTO THE.CONCRETE®ACIC.NO 14 12 10 9 8 1 S< t2 t0 9 7b b5 14 t12 B.St T 'S3€4 -:. 1 -.. EHBfD69rltf INTO 51lJCC0^JWI.BE 1'ERMETTEO. 1/4'41-20 S.S.+ACTING SCREW USED 514M.L BE I 1/2'LOND MMItM1MSFECY.RD,SNCCO 14 Ll 5 75 @ 4 ( ]4 11 7w 33 5 a.5 11.,e 53 4,5 ]S _. ._ ( T t- MUST.AND 1'MONLMIIM FOR WALLS WITH NO MOM 14 12 8 85 4.5 Sl}t2(83 7 63 4 14Ii05 7 &5..0 !S tt 3 ILA 53 ! - t 14 12�.�9. 44 7 8 43 14 t T I 7 5I a.8 i-I -' EQ M CASE THAT PRECAST STONF_ PRECAST CONCRIM PANELS,PAVERS OR ANY Y04M BEE FOUND ON THE EMSTINC WALL OR FLOOR, ��» D (4 12�i0 8 7.5 } -T 1♦ 12(t0 I @ IBA 5 172 8 t B 5 4 E ,ANCHORS S_WYL BE LONG ENOUGH TO RETCH THE MADN STt#UCfURE BEWNO SAt6.WAIL FINSHES:AN1710R4GE ST4M.i.BE'AS 8N01CATID ON 1LO7 j S 3.5 }-. 3 @.,.IOJ'3.S 1 d }.!T. 10 75#9 < [.'.] } .i-_. NOSES Etl)do B.I)ABOVE.FDR tNSTAllA'RONS ON tgtM S+LMC Oa E1F5 WNH OR iNiHU€1T 4�1fi,Sl'It>%CO1d91LT TN13 ENONrEER14 11T 75 53 1 » 4 ES 9 t-8 5 41,:14 25 H5 8 5 4,;a 4{ '} FOR MSTAt1.ATFON INTO ETFS WTTH METAL STUDS SEE SHEET 2D: 1!A 2 8 85:abT4 _ t3 f0 85 5 < S{ -tt 12 t I= I Y 3 7 6 t4 D3 7 Xs iS>fS TC}...ANCHORS RiAli BE 11LSTAtfD:r.'k..OE'AH6til OF TFTE'AtiGf50R'S MAYUFACTURE.R: 2 D'. B 4.4 4_ 4. '7}id/13 f,.3.f4 10 7 t- - .•. �-' 'i4 tD3?'7'I5-5 45. = 1S as 33�4S RT5 (D) SEE SCHEDULE BELOW'MR:'EDrF.VwNw'E:�0�VFRSU3'SPAC1�REUIT16.ti5K!F FT]RAttCFSORS:9.5 '7 4,S - - 14'TFSt751'8 5i 429is fo - 1 _ t4 fX s ali SI 15' 10 55 J a T. i - EDGE DISTANCE VERSlJ_S„...._ --- . j45 _ 11 8 55 4�3.5 -8 0 €< 1 3 - - :'MMWUM ANCHOR'SPACINGS ARE VW3 FOR.MM DTAtiCI:Y +1>1D..l.t'S5 7iWN ttt IN,71t lTED;�P� CE•VrCNCfi 5PAClMGJS 93 8 13 %5 B51 5..1 4.. 10.9 8 9 }t}: BY EIULTIPLYMC SPACING sHOWN ON'SCHfT%sLE RY Cl?F F0tL0Tn7iO rM^YgigF: p BS I i 14�! 5 7 S:45 4 N 1T 5 SS y4 }, .t REDlICE6 SPACING 09TANE6 t5L4fT FACtCr1 5P*N.L Ntlif DE LESS TFOLN LP.NIMSFM 5PACI.YG�1N am FOR.vc4 AYCOR'TTPC 13'-0 ii 72.. } t4tt3 o5t e b 1 0 3 12 '6s os a sD rs s,w 4 3 F 7 5S a s DAL i 2 5 @5 i- "'32 0 8 e;T aS 4'� 8 4 t.. �j- r•�: ;. .. EII(.E TAPCON ADVAtif D ALL Fofw SOLRT SET� LSFE•Tp/?'A'/CAA 7APQER-{ ... e 8 F i7 e51c9 s as 751 s I< �' p§GTAHCE MINOLOGY M1N�SPA,- ... - "Y -�' + E, LEW SPAGNG 3 T GbN:SPACA30 3'.. ON .,PADiN6 J 7/2 L@N SPA,f'N.'^ 3. ;3 J/4: - a• 14 .1Z. 14)1a0 7 5s --I- p it 6319.0 i43 -_ ». - 14'-D 10 7,6 "I' 1 } e 4.5 Ja - T-... R 7- S 3A,7 `,P�rY♦� - ROARED CONCRETE.Ec POM,O:tT£7E COA7rE1E'OOR 1RBURt'.B'G�'N EC 1ri i+"ET)•�».. &fCAl#F770U>OSFE'fXki6fftE.ROIX 13 a --jam tl b C 5 5 4.0 - - i- - H &S i 43 s°" - /{/� y WINDOW-[4.. CONCREFE f2.d]F" W[ESL<3 t {E#.Ep•2. CONCFICIE 6QNCltE7ECOH 6€1N.Ell{ /y !, A5 7 45 1LtJ DO[- CO. � t4 w -r.. ,. Y MM EDO J' Osd 1 D.. eNt D 7B I"t MtL#D Y 0.&F 1/Y R r T A2 1 t 5._D. _ _� _( ,.a. .tax Ta ass»._.-.s'=.1 a a 51 �4DE..VORKINGa„ .. _ _ .. ai5 as T 4...._....._...._...._ t . .D y 3 + e -..0.5T .._ 10 'cs"a€s - °'� 2 .. .........__ 0.1T ."..........._�..... 4 ,.,,_ 10(75}S ! {{ Its 4 G-`A51 S.( - _ - w_=0- 'TTY. _ 0.35 , .: j ( ......... _. FLOW BUIL&1�{.+ COE t#on Mgh Vaf6ct.' HLtF*icohe lone R:024TLIECO,Pic. •02020 EASTERN METAL SUPPLY, €HC. ,��cE � j ': ",._.w 1� � 1 1 kv o d own Sh tter System No.44 67 !. I. K .'AinadCan 5hutt+ar Syst6nis .k'J. a IIESa1tEPTtP'F •aATc '.19A,YrF ITV: ttP TILLIT'TESTDNG�8c EPiG{NEERING COMPANY °� STATE F = AsDoainttinf Ifto ou1.,7-rD7 rizlzD2 at, 7 z w2D rase erf;Jan se sta aDs wuceun gARpF:NS,110R!OA Jn 426.9 NDstropd's: Fhdt+,.::(305)B7t-1534 a:,:(3asys7l-1sJl Wsst Foirt1' Reacts,..i'L .S O7 .S UH�A"NG �a 2a-16 �� t�'^ ••,. .,,-+��--- wAa.Ttx a ruff 5:P.E. , '4 ruff �AuFONA R i<!1t�s,ElRl�S GNATLIFIE%I�PTE ti A Er 4at9T s ,. t SHM a7777= 13 OF 20 14SdKCFAIFIt"'ILNCHORw`fp�IATC nn Ct llFnl it F,'F(]ID.A GIVEN Mute f:HLMER,CDAr3 &S DESIGN NEQATN P IMF�+71NG p 'A CARRESe"I' m(NG MOUNTING TYPE FOR CONCRETE OR CONCRETE FIL06 11& idAh6kS N:h L ON SHEET 7) .SUC 11YEA'ae i@EAM ..._.. .. ANCHORS MSPACING TFCENO . .-• �RA1NCJfARO.4IXrfZ'IHc. ®WA1L/iLOOR MOUNTING © �7Wd1(iOVER MCUIJTDjG' _. kN. SPAN M4".t#II)i k � TAPCDN OR ' Tn) 0.519IN 1✓6.Qltf 3A 17dPt7 sq8 NBDHbE It 9FU4i -50.6LWt_HM7K Wa4�.WM CEO MMA K PMM WMW!Nt __ii0._..60 TAPCON WITH ADVANCED 3014A Sil T9 l'.DD t2r}j1@0 203 Jd} w W Jb 4D 2 t?,!'7tap 205:s0 w I SO 75�0 i TD5 3@:I'w.ep.'75. ao Ii?A t aD 2C6 THREADFORM TECHNOLOGY.; 14;17 12 d t +2 2{ F�...S ;7 7 - SS. S S S S:' at, 1s 312�t2 0.s)'> -7 7 `7 T 7 7'-7 7 ALL POINTS SOLID-SE; - I£SS 1��72 fa_ 9 a 0 ■. �@ )2 tU ]^tl2,F Ob a tl 4.$''.7 T 7- '7 7 7.?':7 Bb 3�.� S :S a S i! S S" BLUE TAP T1412 to D b @ ■ G 12#72 12 12 112.dp 7.S i 7 7 T 7 7 7 '7 7 3. 5 b S 19 t 3 S S 0t 8 7 7 7 7 7 7 Sb j a ,b S S t 3 i S S 9 a10�5�� 1 . 7 1 7 i 7 5. S 5% 5.1.a 5}y. .... x10 j D' E B ip b ii i t2 1LS @ �9 144#1S�.�7 7 7 '7 7 t'7..6.5 j.5 s. 5 !9 i 3' 3 ...TAPPER+TU :�rf: b. 8 8 (:6 12:t'1l�t1 tk' FO.7.+�s 14@:4 '7 7 7. 7 7 -7''7 ,3.8: 5'TS 'S 5 " ' ,S'V9 Ti2 11 D '7 $ 4 7 7 7 :75 15' 9_ S 1 _j,,la D .6 @}0 b 12 1Y:f.t2 jiD ?.D jtj� 4', 7 7 #7 7 `7 .7- 7--S a TS S2S �S 6T3Sip+o e a}'s :.e Es tz.tf2 83 @ ■ Past"". 7 7 7 7-'T 7 #sb a s s s -s' s` s s + # SEE ANCHOR t2 12 1.3 ■ Y3 S.. -7 7 7 7 4.S 3.3. 5 S 5 5 5 4.5 3.3I _ SPECIFlCATIONS i4'PT1;10 9 ,6 a p ..@ 12 fj_1,1.+FS 1@ a 4@IJb 7 7 7 7 7 7 7 7' 9' S 9. 8 'S 5 5.,.,saN SHEET 13' ' 5.. y t. 7 7 7'� 7 7 d5.{-.4 ' i4 r1216.�9: @•j @' 'B^ @, 12 S2^F'C,a,t@S>a .791: 7 J 7. .:7 7 6:?49. 5:�•S- S S 0 S 14 12 t?D}9@ 10 a '9 12 12. t4 1 iT R.R 9. @ t a a "B 72 T 7 iS 1■b*7 .a i A-_ 7 7 7' 7 7 1 7 i 7 6 SB- A `. - 7 �• 14 t12)tp 6' ,@ P@ ja4.5 _t 7� 7 7 t.7.. G515 3 1 S tS' 5 IS 5 14-t2 `a @.I VIA rD @ 12 12 .f� 7 7 7-1-'7' 7 - S 'S�:S S 5 4 u 12 10 1(g 8 a ((@ a y- a 72 T 4 3 7 7 7:33 1<$ 3 _ 3 s s 4s„s3, T.y O P F1 A S JLY FOR DES GNUP TO PRESSUR€ ^7 B 0' 1{. 12 iD R 9 @ S a t1 1,T'. a,$ 9 t5 39D 7 7 7 7� 77 7.- 4 S b 5 5 S- 3 t S S:. E 14.jiT tDR a'". @ @�a _ ;RATING& FOR SPANS PER {$( 12 -1 c a.$7 o i,s 7 7 7 1 i Ss j 4, ---T- s.....,._ 5 s s... 4 SCHEDULE �3, SHEET b1 f4'i72•i 1D Y @ @ 8 14-,1X�7,S 1 8 g t;7S f 7W f 7 7 ij.5 a 143 - r 5:.5 b ,s @ a.e 14 12 7- 7 )61035 4 - b 8 5'- 5 4. 3 f 14'12 Fa Al- ea (( 1T lT 93T63TS.S { S 7 7 ? 7 7 7 0 S S. S� S' 8" "5 S 5-I 9 0 74 12 14 'D: B [.. f13,@:S(,4 M1S � 7 i7 7 �6 S 33 i 74, iZ 7/D 9','@ 8}}-`� 1=,FM:79.0 9.4.S -z ,f 7.t 7 7 d3.59 - B' 9 9 S.�S 14 F" 14:i! 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