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HomeMy WebLinkAboutProduct Approval File Copy.. . � . � 91EW RED FO p y tiCTSdome , Log,iTr y UserR¢gisitatro37 HaT7opics { 'Subp�lnli_Y'S®charge S Fa "F3 loans ConC s.'i SCtSSiteflap ', Links Searctl i V `ST. 11 ICIE COUNTY Product Approval urea Putleusar. ZBOCC 10 9CEIVED PtldlduCt n sroeaf ftetYu s.p 4ydr5tC a-Agnes ie( atCh a gotisaCiosr l i t-,>AppikSation DOW N 0 Y 15 2021 6 « FL F.. R10 St:�-MAIE? OMCIty Apo,lcation Type Revision. @flliil�R6 Code Version 2020 _,_.� AppCication Status APp" r " Ciirrinients Arrived i?i'nduct:Manufacfurer. >""American-ShuttarSysteins..Associatlon,,Inr._;. tliidsess/t?fione/EmaA+ 4268`Westroads b4ve , ,Nest Palm Beac(irFL 33.4d9•' Y i{561)209 6263, bfeeleyQ�easterrtneYal:cgrri Authorized SLgnature Sill Feeley; ' lrodrigtaezC�easternmetal's+:Cttt" T`erhriica(RepreseptativE Address/Phone/Email` i ualtty Assoranci,A4prese-ntative Address(Phane/Email Category` ShOtters Subcateggry:, Accordion iromplia.nce Method,: Evaluation ftegort`from a Florida.Registered Architect or.arLicensed Florida Professicna(Engineer Evatyation Report, Fiar"drnpy Received FlondaEngineero "Architect 1Vame.who developed tEe:Walter`A Tiliitr 7r PE: =i=valuat'irsn.Report'.'. ' Gfilnnda�icensa � APE-441fi7 Qualsty Assurance Entify", ;Nit ionai',tcereditflon andManagerrient•Iristittte q., t k�aiityAssurarice Contrast E50-1tion pate 12/3"1/2021' UalLdateii°ay. :Joh»sHenry Kampman6Jr.. " Val datipn'Checldist ,Hardcopy,Received . CerfificAti'bf Tndependeiice" FL389`i210 COT COt,-ASSA'BL�QE1 .; !FL389,-AlQ COI:C4I'ASSA'BLAQEI'2:i�df F 389 MI) GCr,-Ml ASSA BL ADE3.Wf- Referenced Standard and Year{of Standard} Standard, Year ASTM E-1886.. 2612, ASTM E,A996'.. 2412 ASTM E-334: . 2002 TAS 20I;202,2Q3 1944 Egiaivaience nf`Product Staridar& ,;�ertified.By a5ectlans from this Ca"d6;' Product Approval Method Method.i Opud6ma, Date Submitted; 10J1S/.�OZQ' Date Vaifdated 11/06/2020 date Pending FBC Approval ft/06J2020 bate`Approved; 12/i5J2020: 1 ;Somme."'of Products FL# iNodel;Nymiser or tfame O�scripticni; 389 1:- Bertha HVFAccordion Shutter; Blade Extruded aiumfnum intariocfiing blades retained by tracks(top 3- (Nori-lliHZ) Dtwg ZO-165" and bottam)for storm protection- t imrts of,Use Inst Mile Instruckio;is Appraveilfor.ti5e tn.NVHZ:"No FL389'iti0`iI'bRWING`ASSA B(_ADB3 pelf' . approved for rise outside iiVHZ:Yt s Verified By.American Test L,ab.ofSouth Flarida,Inc. Irrfpact tier Sian Created by Independent'Thi'rd Party:Yes besign.P,ressut me CJJA Evalirotion.Reports� Dt6er';Large Missile Level';D".Matt°-span is I2' 3"for.:40 psf FI 389 iti0 AE PER Aug BLriDE3.odf positive ASD[oait:;a»d 13'0"for 3Spsf negative ASt7 load the Created isy InclependenC'Third Party'r Yes HV3-biade.w/o windota bfado 5'-2"�ftrr i10 psi ASDaoaci for f VIbiade w/o wfndow;t lade and g`'= 1"'for,62 psf,9'-1L"for , 55 psftHV3'bfade w/wmdoW biadeworktng tn-unison`:faaxspan fo HV3 blade w/giwlndoW bla&6. ttstall6t ons into Meta tud l. S wails is 79"for rnax.ASD pre§'L rating of+744- and SO for+64 64_psf;See sl eat 5 firr dtherspans and pressuress 389.2 Bertila`HV`=Acioidfon S(�utter Blade_i:- Extruded aftlinlnum inlgeo6ckin9 btades retained>by tracks-{top Only=(Non HVHZ} brwg 20=164: and bottom}for storm protettfon _ ..4 Lim its;of:Use: - 2nstallatrori iistructavns Approved for use in HVHZ No E6. x agt 0 ti`fit;4"1j1(G=A�i ADEL VeifBAnncanTest L6b-6f South Florlda;Inc.Approved for us Impact Resistant Yes Created by Independent l?iird"_Party,.Yes Desrc�n.;Pressure NIA Evatiiatiori Reports 4 er Large missile levei'rb Maxs Span is i6 0'for 30 p s f FI:389.R10 AE DER ASSA>BLADEi I? negative ASD load depend'!pg on ceritermates and tod00 rod. ;'Creafd try Independ, t".Third Party.:YeS configuration for.tfie HVlhlade, loadIcir HV biade<for Keystone mountings T=0"P.O.for Mell5 unison See s 0 for Lid p.s f for HVip,working in stud rnoungnh s aneets 8 7,11 and ZO respectivefy of installation drawrngs fro other spans and pre,ss�uresI'L . ,.. 89 3 Serttta HV Accordion Shutter Extruded aluminum interfockmg Blades retained by tracks{top COMBO;.(Non HVHZ}�Drw4,20 163 , and z bottom}for storm pioteciion il Limits of Use installativa•Instructions Approved for.use rn i "Z No'= FL389 iti0 IL DftW'ASSA BLADEi 2_gd Approved for,use.outside-HVHZ;-Ys. Verified By.American Test Lab of South Florlda,Anc:, Impact Resistant:Yes Created by:Independorit"Third`Party:Yes:` ;.Design:Pressure NJA. Evaluation Reports Dther;[arge mi3slte Mai:16'0 span at 30 p s f.ASD toad FL385-l310 AE- PEfi Ei 2: " for Blatie`1 and i8 0"for,Blade 2 See schedules on:sheet 1Z Created by-Independen Third Party`Yes" 25 ant!,2VOspectively c=•,kn £%t'fAD cohlatt U,_ri i,2601 Stalrsione Road, 32399 Phon6:)R5th 467 ilia State of i liiri8a rs dn;AAJE6 erttisieyer Gbpy4ght 20p7<019 state 9F Floridd '.R xvaty State" ."ACC6s5ibilit�Statem9ntf t2eftind Stet2 hunt finder Fiarida late,etnSil addressesare public records,rf.you do not want yovF¢•ntad address rateased in response to a public-records request,,do not send elearvnic .melfte this entity.instead;tantacE;the office Gyptiane or bytraditionsi,mail.rfyou have'apy,questions,please contact 8 0.9ti7:1395:'^pursuant W Section 455:275(t}, ., - .. f(cride Stututesr affottiva pctolSer'�Y,ZOtt,:liconse9s licenw under Chapter 955;:l:5.must.provide.tho;Uepartmeak vitf(an attiail oddness�iF theY'have one 7fte,2maii; �provided;tnay b�.usod'Ior of�ciai cumgtgnicdfitn With thg.pcertsae.However email addre�ses;�re public record #ybu do not tVlsh tasupply a personal address;pieas'e provid`a th'e Uepastrlien[wtth>an 6ttiail:addrns3 which can;ba rpade dv tilabie za the pubUe 7aGPtemtine if yay aT%s dlicugsee und9rChapterQ55 F5;please ciicrf tiara. _ Prod!jg4Approval•Acc reilr -GENERA-MOTES I.BERiI€A FLV,ACCORI TON SHUTTER S15TF31 SF.OWN ON TH5'PROO{LGT EVALUATION DOCUMENT(P.EHAS BEEN VERIFtEO:FOR COMPLIANCE IN ACCORDANCE WON THE 20m(7th:EDTWN)OF THE FLORIDA BUILDING CODE.THIS ACCORMOTF SNUTIER SYSTEM SHALL,.NOT BE INSTALpED AT HIGH VELOCITY}LUfffitICANE.ZCNES: .: - .... DESIC•N WIND LOADS SHAD.BE.DETERMINED AS PER SECTION IS=OF THE ABOVE MENTIWED CODE,FOR A,BASIC WIND SPEED RECURRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF. CONTENTS BE INSTALLED WTTH A:04RECTIOAN m FACTOR,Kd--G.m usm ASCE 7^1R AND SHAH.NOT EXCEED:,THE maul:OhS.D.}'DESIGN PRESSURE RATINGS:RIDICATED' -. . .ON SHEETS 11,THIN15, 19&20. ` IN ORDER TO VERIFY'THE ABOVE CONDTDOtL'ULDMATE DESIGN:WIND LOADS.OETUM€NE¢PER ASM 7-18 SHFLC.BE FIRST REDUCED 70,A.S.D. DESIGN WIND LOAM. AREA.1 W BLADES(D& �A •+ BY m imPLYInG1 THEM BY ox IN'OtLsTF721O:Ct1O[PANE THESE-W/mm.oLso).DESKON PRESSURE RATINGS UiO:CATEO ON aan 11 THRU 16. 19&20. GENERAL NOTES SHEET 1 IN.ORDER TV VERIFY THAT COMPONENTS AND ANC:WRS ON,THIS P.M.AS TESTED.WM NOT OVER STRESSED.A M'X 94CW--ASE W.AL€AWaBLE STRESS FOR WIND LOADS WAS,,HM USED IN THEIR. SYSTEM COMPONENPS 1-20 SHEET 2: ANALYSIS:HOWEVER,A W`.ND DURATION FACTOR CO-1.60 HA5 USED FOR.VERIFiCATTON OF FASTENERS IN.WO00. ' -' BEfi1 A H.Y:ACCORDION SHUTTER SYSPCM'S ADEQUACY FOR WIND AND.LARGE MISSILE IMPACT LOAD HAS BEEN VMFIED IN ACCORDANCE WITH SECTION I Mt.2,OF THE: MI ABOVE MEONED CODE AS,PER. SYSTEM COMPONENTS 21-37" SHEET 3 ATL REPORTS: _ TYPICAL SHIFTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW.BLADE&WINDOW DETAIL -.-• a -H Y KADE O 80214:01-03.j0715.017d%#100401-05.01214.DTr05,16317.02-06;IFONS-01-10 AND fWID.01-11 AS PER TAS=201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM`E=1886, AREA Z' {fl/ BLADE AND WWINDOW BLADE AND C 1996 STA1Y14RDS(MISSILE'L04M D;LARD ZONCS 1'1:2&3)Y j122A01-10 AS,PER TAS 201,203&.203 PROTOCOLS URGE MISSILE RE AEELtCAS�T - -W WIN"SLAM 0 9TOSD5.01-0M AS PER,ASTM E-168S AND E^1956(MISSILE:'LEVEL 0,WIND ZONES 1,Z 3)SA=PROTECTION ONLY ANd�I:0725.01-68.A5.Oat TAS.202 PROTOCOL TYPICAL SH€JIIER:EL VVAwTIONa &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.,CCNCRETE/BLACK SHEET 6' 2.W BLADE C}i AND HV W1NDQ7."BLADE ® ARE.ENOINEEPED TO WDRK.HH,UTNFSON WITH,EACHOTHER UNOE:R THE GENERA,LIMRAIKINS AND CONDITIONS OF USE INDFCATED ON SHEET 19 IN5TAI.LATION DETAILS 6-M..CONCREV.8LOCK SHEET 7' 3.BERT€k H.V.AC'CQTd1dON PINS(W SCREWS),USED AT BLADES KNUCKLE h4D MR..6if=f MOUNT CONNECBON TO.TRACKS.:SHALL BE 914x2.75'AND'$14x1.75':fM5PECIWELY,410-HT MINIMUM SERIES: CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 13&0 kn1:YIELD STRENGTH AND 180 W TENSILE STRENGTH.PINS SHALL.BE COATED WITH BERTHA W DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE'ALTERNATING DETAILS W SHEET 9 COATING APPUCATOR%RECISTERM WITH AMER€CAN'S1{UiTER:SYSTEMS ASSOCIATION;PINS`MUST GEAR THE HV-MARKRlG ON THEIR HEAD... END CONNECTION DETAILS i-6, CONCRETE/BLOCK SHEET 10 4.ALL ALUMINUM EMRUSWHS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED,ON.SHEETS�2 Ak'fl.3.MNAMUM Y€ELO STRENGTH.FOR-DOGS-TTi.ALLOY IS 30.0 ksi'AND 35.7 W FOR: MAXIMUM SPAN TABLES SHEET 11 6005-75 A(LOY.ALL XA M64LW E?(TRL51QN3 6N CONTACT WITH DISS Ilia IT,MATERU.LS SHALL•COMPLY WITH SECtM BI-6 OF THE 2015 ALUMINUM DESIGN.:MANUAL. &BLOCK SHEET 12 5.`ALL'.£R E%TO W UTA,M LSS HIELL M ON 316 AM SERIES OR CORROSION RESISTANT COATED iARBON SDEI.,,M PER DIN 50D19 WITH.50 k.1 MX YQb wtIRMIR AND 90 ksi MIN.TENSILE STRENGTH, ANCHOR SCHANCHOR EDULE- CONCRETE&BLOCK SHEET 13 AND SHALL.COMPLY&/FLORIDA MJILO140 CODE SE.nm 2411-3-1k. ANCHOR SCHEDULE- CONCRETE&BLOCK, 4 6.'BOLTS TO BE Amu A-307 CALYM.'RED STEEL,OR As 3Q4 OR 3%SERIES srgnESS STEEL WftH 35 Rs€immuM YIELD STRENGTH. ANCHOR SCHEDULE--WOOD SHEET 15 7.SEE THE'FOLLOMNO SHEETS FOR;ANONOR SPECIRCApCNS'w BODE o:. 1&13.14,/5 AND 2D INSTALLADON DETA€LS M-R,WOOD SHEET 16. ( .WORIGt �IN UNQFai-12-13-&15- - €NSTALLAT1014 DETA€LS S-X.WOOD SHEET 17 --H- V 9UDE Q:& _ -� -END CONNECTION-MAILS 7=12 &X, WOOD - SHEET TB B.THIS MMHA H.V.ACCORDION SHUTTER SYSTEM BEAR`A VS.PATENT#6'779-%2.COMPONENTS Of THIS APPROVAL ME CO•YERED.,IN WHOLE OR IN PART BY U.S.PATENT$5'458,179 ISSUED TO EASTERN METAL SUPPLY,'INC, fl.R SF1ttt,BE THE RESA4NS€6ttiSTY OF THE CONTRACTOR TO VERIFY THE SduiIDNCs9 OF;TS4 STNffCi1}T{(+•r WHEt?6'S{1CiiTER i5 TO,6k AT'jN .1i£!Y'3D U+L�YCRE.'PROPER,ANpNORAGE,COT{IkRC7OR 3. 7O.S".AI.,/C'ALt+','- ALL SWJM COMPONENT EDGES'%ICH REWN.WU FASTENING IN CONTINUOUS'CONTACT WITH THE,:BUILDING-T):PRPMRT-WND/RpNtt 1N'Rci:Cr,"ON:-, .. -N• .. - .•.' '� - ?YPtCN1L.StSilTFF:I;~;E.L.EYA 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNLNG NOTE DUR"V F0W0$;0F NUFRMAtNt>WARIOIGS HOMr'EWEER,TF3IRNN;OR OTHERS,MUST PFDPEFn.Y \S�I CL6S[,ALL,kY o, D t . CENITYWATF'C Nt:A AND I FE OR'LOCK ALL W AND HD LOCKS .� •.. .. - - - ARF3:�'4.. tfil.WIt3DQYJ•B•at]E`�,�QN'Y:... . ` 11.SHUTM YATNUPACTURER'S LABEL.:SWV.L BE LOCATED ON A READILY VISIBLE LOCADON AT ACCDRDION�SH[TITER`€N'ACC0IMXNCC&TRH SECTION 17095.3.OF FLORIDA BUILDING Cd:61C'OF€C LA¢YE7:;154€/yLf.EE i4NS`F'A.'.L[10N DETAnS METAL`5N0 WALL,':... .SHEET'2D, PLACED FOR EMERY OPENING-tABELING TO`COMPLY WRN SECT Gk4 17M.9.t'OF THE F'(.OWA BuILmND CORE,.•. `` ,. 12,BERTHA HY.-ACCORDION SHUTTER.SYSTE4'S INSTALUT1ON SHALL.COMPLY.WUH vrek+}FDd io PI:. •` T}as O tA*k,PL4S AMY'!jJ L 4tO ZOH 4 Jt CULATi0 PROVIDED S!-71SE JINRIFd$LF CN PERMIT K•i-MPLlE31 TO. ;,;' 13. (8)THIS P.E.D.F'fiEPARED.BY THIS ENG1NEtUc'LS GENERIC AND,Goes NQT PROVIDE Iit'9ftNATIO"N FL ,;A:ShE SPE;3'}TC PROBED;{;:,1v WHE.FE},'Tot STI;E CCNDIT10N9.DEVCA'TE Fi$O,}I TY€E FIWv CONTRACTOR TO fTI:RESPONSIBLE ftlR:T1 SELECTION,F+URCI{ASE AN INSTALLAT1Ot(,I0CLUD'NU,UFt:SAF£Tlr OF.D1LS PROffiO(10Ti C•SASEO.ON THIS FED;:PROVIDED HE/SHE O0'Eb,#0T D,ZvT'!,nTFROM �� 0..DOWIHG SHACI ONLY,BE USrREY TO TTHHE CONDITIONS DETAILED ON THIS DOCUNEW.CONSTRUCFION SAFETY AT SITE IS THE COMRACjiOR`5 RESPONS:B€t&jYy �y (e)THLS.F,ED.WILL BE COh510FItE0 INVALID FALTERED BY ANY MEANS. DETAIN i3El2Ii9fW5 IN "THE STATE,OF�FLORIDA. (d)SITE:SPECIFIC.PROJECTS SHALL GE PREPARED.6Y A FLORIWi REGISTERED ENGq&�OR AIR,- F`:WHtClt 1Tri��8ECGME ITIE E1K,RNFfii Or:-RECTO FE:O.R.)FOR THE PROkLY':7hD WHOT WTLI"BE, ,. . RFSPOHSIRLE FOR THE PROPER USE OF THE RE.D,ENGINEER OF RECORD.ACTING AS-A,DREGATM NCLYPF,.R 1D THE P.ED fl1UN°ER SFLAIIc SU 'TO THIS LATFER THE SITE.,SPEpF?C. REVIEW: . .. (e}OR€CINAL.P.F-M SHALL.BEAT THE OATE RAG:ORiGINAJ.SEAL AND SIGNATURE OF Ttif PRCy"E;3:dQNt+,.t EOiCiNEER QF'R$COjZD'Tk1AY PREFNAREx'Ll<iy' R"90 E %are Nl tt_ lty. HLt t!JaT1L,Yo1 , . ii(i{{ O LsaO'tatEGO INC.. OC 7777 u �i� `�5�. N,CEN dc,OCdibifShltl ,SySteCTI`_ No.441 7 -^ ""- •�ltaericrsn;Shaffer 5 6nis. N pL3CR TiOH �� IlWt"t£STTNO dl£NGf"toING COMPANY ei5 STAT a3Ls FLORIDA 331 A9SdCf 7 2 2020, P 426L?E '' Y)t>aII sclif&[)rtu a UFtk NG 'dri: vro9:.t+a eaed com 1Yest Obiri, 8eccn; FL 33407 s. ..... ` 20 %ry ps F Wa1La•b mtr Jr.P.E ....... ,.� 1Tx A Lm.A ii167 y. € SNEE te*"?E'.AI,fSiGNATUt�CJDAT.E' b. .. .;.�,...-..2 .. : .Oi �R'...... ;� � ,r r'Q✓s u ...2 r fir§ �'�'�...'------•--...,,`^ OV�37EL,!t%NG6k'JSgo ;OAtENI 179"' a,. ' UAt},E OR U W/ OUALIFIE Kl#USE Yid:}wtt Bfdi�t itil T` HV 13uiQ6� „`NV (( QQ 9L'ADE* - &L`CkS-'j8 hUAY;ANO TEMPER. -' ,QUAt1flED,$fQFtUSE.W. elV 6663-76RkGDY Afr'.R,�fiiPflT +5 MITATlOtyS Ofi USE.Qr BIALE;Q} EFT 19 &qed 7E!LII a Friiiv � 36W t ift s n 3�JA Mz 1 t sa< ^Lam' F � a 14 Q.07 0tlAW'`tEU FOR 0 FS FRY HV d' '& QOR TRACK sos3.TA�ftar pJo6'1t1,k r `. . nu Flo rs) w-. Y' , � rr<ar1 us Rw Ha' . s 6 Qt?kisFrV)MR,, SF t AE i fir '.:.: r n €s 4. afl s s to TEMP soyaa �fa' l:)mp : 4 ✓ARDf � 3 ff'Jl e+ofR. - E� + �aso /`�i Ky c�lii►�a HEA©Ea t � �o ���..H�en�aisl�: :; t3t7dLFICQ°FOR''USE.:wf Hv,BE, al t7Ys DUAi"l IF(S rtSR-kJSf d! }tV BLAISE t OMCY, ,' sos Te oa "nND TEMPE M FOR USE%V Mt BIAv' H[}-1MA�f. t F it1>wRl5i SEA SECTIONS f6R YAt16l C}lJ,IFIEn,FKR,USE.W,/'yV. .,SEE Tfi ty#_ltlY APiG IENPEk .- .. :�,eE SlrrTl6�1S F'�C2 V J " 'QrA6 EN MpfR :.. 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Hv:r�A� "7' Low i { LOCK CEN QUAUFtE6 FOR USE W/ HV 13 AOE 1 ONLY �` "T" LOCfd; AL7 fFiiA71YE LOCK. �+�I Hv l�E �fL �7 Loctc c�lv ` QUALIfiFD..FOR>U }i�f'(TLitp� t OtJjl 6063—TG ALLOY AND'TEMPER QUAVIED,FOR USE. QUAMEO R USE W/:HV' _:E / W r QU rFjEF3 FOR USE W/ H.V ELADE T 04+LY: :yy/Hit BLAF)E ONLI: eLAA ' :pNtY.. - 6a6S`f&ALLOY%ND,.jEMP£R` .. b06A-TO ALLOY AND TEMPER _ �a iApD .. m m' t . ��� FF7ERtAl+r7E W;1 LtICKiNG:ROf3 •a�k �; �Q QWL'1F1ED FOR U ,r t+v BUOY.&� a QUA lEDQtz usE Wj H of Ad� t � i # fis�x6 ER t6 FR �p { x �3 CiUdti 5063NDE�PER.? �"' t A , :OR,37 Kk7 IV a Atta�> ff ? E t&/ffv` arm= Sck 6063-yT l"L ANO,TftA['fR .. �' ; ( 6T�EFE6Er+T FiRF2C71 Af4 K5�5s'TtE6'a'^a„355`£fOCyt E' l ts.f."JCa; - tJ++ s i"LS1AlfJt7tI 1i7,LL[iEOUts a�fr;a .QL THUMBa"CRENS THLlfd85C Q>vtic /fti+,9t t5 � 4Ef3 r csfs'.Fc»:PROP tt. Err i�nusfEo Fc>fa"UsG W r�r e�uac »r � ?,xis Lv/ v a , flORlf '.Btllll�N ,C �tar; rctF,3t 1 � Nur carrw;--Zone. F C2I1Zi5;uTE�iz frx: _- " , T r:. 4. 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T. 3 6' 14- 12 t 8 H 14' 12 IO V. e d H 14 11 0 a H a 4 0 -9 8 A BLUE TAP'W/'CAP ANCHORS IS 1 1/2' t+ 12 IO D B.. 7 DJ7 33' 1 72 tO' �12t0 O 1:J/4',AND FOR 14 12 10 9 d 9 0 H Ia '1T !e.a e a 6 '8' 14 10 D't'B 8 6 33,. A2)UMMVU DAUEUMENT OF 1/4'b x 3/4'ALL PO17OS SOLID-SET ANCHORS$HAU.BE 7/4'WO INC.POItitFO CONCRL`TE:NO EMBEUieW Bti Z s0' a H 6'.B 45 14' 10 9 �6 H X,:.39 INTO STUX0�W.L BE PERADTTIED. 1/4'A-20 SS MACH04C SCRENT USED-SFIAIL Bx't 7/T•IANO kU36itlkl SHWLO STUCCO EN1ST,NaD }4 12�t0 B ,'.B'. 8 N 6'a,3:T4 t2 itj '.� Fd' 9'':4 93 14 le 9- A€d, 9`.44 :. 1'NOHMA!FOR WAIL^WITH NO STUCCO. 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R 5 S .�I 2.5 WITH ADVANCED tHREADYORIA.TECHNOtLW!ANCHORS K�1'.. 13 0511as s JS i+ 1L ta. 8 I55 3 14- 12 a a5)S a B.2)MLWMUH EMSED109 OF 1/4'F N 3/4'ALL PO7MS SOLID-SET ANCHORS WLL BE ENDRRY EMBEODEO-INTO riff CONCRETE ODCAL NO Il t2.1 t0 a a to t2 tD- 9 75 4.5 14 'i2 6.3 T t55 a - ammm it INTO STUCCO SHALL Be rotti m.1/4'0-20,S.3.MhFmc SCREW L*W MiALL BE I t/r LONG WN16fum SHOULD SNCCO B'-0 ti 7i:5,75 6 a is t1 T�54 D S3 1h-B 35 4s735 - - _ __ ._ _._... L= 'DBSf,AND'T'MMWIJIA FOR WALLS 0'RH€W SNCCO. 14 12 _8 8S 4,5.. -.:t4 "t2 73.k 7 63 '4$'- - 14 DOS 7 ,35. O 43 15 8.3. 53-4 i4 tt2 '.:�(.'_.`7 8 1L5?. - t4 �17 7-8'& .3 t _ __ _ B.3):LN CASSE THAT-PRECAST STONt PRECA.+1"T,CONCRETE,PAtW._PAVERS_OR AM'16ENEER BEE FCUNO ON'7HUDUSTLKG"WAIL OR FLOOR. 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