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HomeMy WebLinkAboutProduct Approval Accordion ShuttersFILE COPI( ffi5 �z f� 0 BCIS Home Laq In b. User Registration i Hot Topics i Submit Surcharge Stats-a Facts { Publications , Contact Us' t� BCIS Site Map links Search § Produi t,Approval h ,USER Public User .r ; RrodUGt'AgprpPdl'Met1t1.,? product of Appli¢Btiaii,50Afih' � Application Lig Application'batail 'Application Type. Revision•. Code Verston. 2620' !,Aation Status "Approve FMARRC-CEIVED 9 2022 ST. L de County, Permitting !Coif nients , Archived `- Product �lanufact". American Shutter 5ystems.Associationj Inc. Address[PhonelE.mail: az68 wgstroads;p�ive.. West Palm Beach, FL a3407 REVIEWED FOR §feel 209 §feeley@easternr6etal.com. %.IUMPLIANCE ' bfeeley@easternmetaLi:om 'Authorized Signature BIII Feeley-' ST. LUCIE COUNTY IBOCC ,Irodriguez(c�easternmetalcom - �� � /! tL/�L Technical Representative Z' J', -Address/Phone/Email. 1-�+ Quality Assurance;Represeniative Address/Phone/Email; Category Shutters Subcategory Accordion Compliance Method;. Evaluation ReperEfrom a" Florida`Registered Architect or a licensed Florida Professional Engineer Evaluation'Report'- Aa040opy Received , :Florida Engineer or Architect Name wha developed the> Walter A: Tiltit, Jr." P E.- Evi luation•:Report londa License PE-441,6i J, Quality Assurance'Entity National. Accreditation and. Management Institute Quality As'surance,Contract Expiration, DaEe 12/31/2022' ValidatedBy' John'Nenry Kampmanr )r. validation GhggkJist "- Fiardt4py ,Reeejved,. Certificate of Independence„ S4I°:rs4L B@ 91.9PElita$f, < Referenced'Standard and`Year,(of Standa(d)!»t Year AS,TM.Ec1886' 2012, ASTM E=1,996 ' 2012 ASTM E-330'".. 2002 TAS:201-202, 20.3 1994 Equivalence, of Product Standards. ..:Certified ,Sections from -the Code Ar4du'& Appro4'Method ' Method i Otin i-D Q.at�.! SubmItUad 10/15/2620 1110612020 Date Pehding FBC Approval DatbApproved: 12/1$12010., ikimmarv'of Prbduets . .. .. ......... �3 ' b ' 9,A Bertha WV Accordion . Shutter-.- B'la'de, Extruded interlocking blades retained by tracks (top 3 - {Non-wVHZ) - Drv�g 20:46.5 :and n dbbtf6n)';for" ttbrm'iprotedion Limits of Use. useAi HVHZ; No Instillation 60 Rio . outsIde,HVHZ:,yes 3pdApprcved.fol"use Veflfl6d!By--:American Tedt-Lab of South Florida, Inc. irnoaidt'Resisianh Yes. : �, d P�: Yes ��, es 9ressup6.,-N/A ivi,-,tn0eiJ66dent,T.fiW :Eiialui,t 0 Reports-' 6eMissile Level "D, Max span'is U'-30 for 40,01' '13':0" ELMI-1 AE PER •A-54, BL--ADb.gd positive", an for 36. psf negative ASO load the, 'HV31bleide,W/o Created'byjndepandeqE.ThIrd, -P6rty-, Yzs Wi-ndoWbIade' 5'-2'for -110 pst ASO load,for,' HV3:blade wjo window,blade and 8`11" for 62,psf, T-1 Ill for lade'W'windoW blade'warkMq in -unison. Max;Span for HV3`blade . . . . . . window blade for installations Into' Metal Stud walls is 7 �or. im.ASD press;ure, rating of +72j-'72 and jjj gfa7i•.Stonc {toad, a 4 Eh��. 2601 State 6f Florida is an AN15to eitlplbleer. Qpy qKV m07-"13'state oFmbrlft:-.S pd"V sra4emen# RQ' UL'd L stotAmqk) 'ut'4d2r i 1�6iddp im, ed, ill addrass",are public d m fl. fle t a 'b t p .1" U '�el 4 with . l6i*t `1 '0' 97 w18"n �� if Y� tl t r magi to this entity: ad cb d p ' �pq�. ttioz t " t . h"e 04. ml 0 ft t I il m 1r,'y it'. by d tb "'Jofficial � ke p 20t2"ll Ce 0`�O' Y ca�i l' With r t d �ri d Sr f �l '. b , dfw, c Ch pt 5 p click -0 WMI 0 If vwam 0i m" Ode s, please provide �Pad�.h 6 dd"i$5 which b d I fil t an 0 all, 0 A�p LACC.0 , ts WE GENERAL_NOTES: I, BERTHA H.V. ACCOJIDION SHUTTER SYSTEM' SRDWH ON MIS PRODUCT EVALUATION! DOCUMENT (0.66.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE 9.ITH THE 20M '(M FDR10N)oF THE FLORIDA BUIL023G OODE. WIS ACCOR010N,5lPUTiER-SYSTEM. SMALL NOT BE DMALLED AT. THIGH VELOGTY'HUaacANE,-ZON6Y: DESIGN WIND LOADS. SHALL BE DETEMNED AS PER SECTION IS= OF 11WASOVE M!A7NTIONE0 CODE. FOR A BASIC-. WIND SPEED R.EOUIRED BY THE JURISD=M V;HIF7t£ SHUTTER WILL BE INSTALLED VMh A WRECRWNAdm FACTOR K4.0.05, UM ASCE 7-16 AND %Wl NOi'.MEESr THE M"MUM. (F.SD) DESIGN PRESSURE RATINCS"1N01CFttED ON SHEETS 11 TH " 16; 19 & m 'IN'ORDER TO VERIFY THE ABOVE CONDRTON: ULTIMATE DEAN WIND LOAM DETERMINED PER.ASW 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN IM40 LOADS - BY MDLTIPLYING: THEN BY 0.6 IN ORDER TO COMPARC' THESE Wf MAX(A-SO). DESIGN. PRESSURE RAT"= INDICATED ON SHEETS 11, THRU IS. III & 20. IN ORDER TO VLT+'IFY THAT COUMNENIS AND ANCHORS ON THZa PZO.. AS -TESTED. IIIERE I=OVER: STRESSED.. A 33 R MCRJSS. V ALLOMAEI E $TRESS FOR M140 LOADS WAS,= USED IN: THEIR ANAL=. 40WEVEII, A W'NO; DURAIRON FACTOR W-1.61I WAS USED FOR VERIFICATION OF FASTENERS: IN WOW. BE R4 HN, ACCORDION SHlJfTER SYSTEMS AD£Ot)kCY fOR AIL REPORTS. AND LARGE MIME'. IMPACT LOAD HAS BEEN VMgED IN ACCORDANCE WITH SECTION IWOLI.2 OF THE -ABOVE MENTIONED CODE AS PER. =HHV kADE.p 902f4.01-63, �0218,01-43, 1004.Ot-05;, g1214,01-43: $031'7.02-06, J0609.Oi-10 AND 110210.01=11 AS PER V5-201, TAS-202 AM IAS-203 PROTOCOLS AND ASTµ E' 1886 AND E-T906 STANDARDS (MISSILE LEVO: D. WIND ZONES 1;, 2 & 3) &.#122:0.01-10 AS PER TAS 201. 203 & 203 PROTOCOLS LARGE MISSILE -FNV ATHDDW BADE q j0805.OI-,W, AS PER AS43M E.-1606 AN9O C-IM (MISSILE. Lt1EL D, WIND ZONES 1, 2. 3) BR>IC M- TECDON ONLY A14D 1 0725.01-03 65 PER TAS 202PROTOCOL 7. NV RADEVt AND W WINDOW BLADE 3 ARE ENO,T4E€RED TO WORK IN UNISON WITH EACH OTHER UNDER THE MAMAL LIMMA1018S AND CONDITIONS OF LASE INDICATED ON SHEET 19 3. BERTHA H,V. ACCORDICH PINS (HV SvRtYPS), USED At BLADE^ K'4UCfU AYD " DIRECT fACVNY CONNECTION TO TRA= SHALL BE Q74x275' AND 017x1.75" RESPECTIVELY. 410-HIT MINIMUM SERIES STAINLESS STEEL SCREWS WITH 136.0 W YIELD STRENGTH AND 180 W TENSILE STRENGTH. PINS SHALL Be COATED W!TH SERMA HV DACROSHIELD COATING Sr-TEM AS MANUFACTURED BY APPROVED COATING AFPL1QLiN2", REGISTERED YOM-AMERICAN SHUTTER SYSTEMS ASSOCLATKIN. PINS MUST SEAR THE 1HV MivK ON 1HORHEAD. 4. ALL ALUMINUM DITRUS€ONS SHALL. TE ALUMINUM ASSOCIATION ALLOY AND TE WER AS INDICATED ON. SHEETS 2 AND 3, MWtMUµ -Yd= STRENGTH FOR 60C3 T6ALLOY IS 30.0 ks1 AND 35.7 ksi FOR - 6005-IS ALLOY ALL ALUgINUM E'i(TP1;SIONi IN COMMOT WITH DISSIM"tA2 MAMR LLS SMALL COMPLY WITH SECTION IU-6 OF THE 2015 ALUMINUM DES ON MANUAL 5. ALL SC1&W IU 54: IJIXNLW S"fcU. 304 OR 318 AM SERIES OR CORROSION ROSW COATL'D CAR8t1N 9T07. AS PER DTN SMifi WITH. 50 Rsi MIN. YIMD STRENGTH Akb BO !¢t MIN. TENSLE STRENGTH AND SMALL COMPLY W/ FLOF6D6 SUILCING CODE SECTION 2411.3.3.4, 6, SOUS TO BE ASTU A-307 CALVANIZEO STEEL, OR XSI 304 OR 316 SERIES STAXLESS STEEL WIM 35 ksi M!15MUM Y,ELO STIiENGTH. 7. SEE 'HE F'OIAOMIG SHEETS MR ANCHOR: SPECIFICATIONS; tiV SLADE Q : 12,13.14,15 AND 20 RV BLADE Q & & WCRIONG' IN UNISON! 12, 1$ & 15 S. THIS RERTNA H,V. MDCORDION SULITTER SYSTEM. BEADS A VS. PATENT (S'779.SB2, COMPOI(ONIS Of -THIS APPROVAL A4£ COVERED, IN WHOLE OR IN PART BY U.S: PATENT E'T5'458,179 ISSUED TO EASTERN. METAL SUPPLY, INC, 0. IT SHALL Bi THE RESPQNSH uw OF THE. CONTRACTOR TO VERRFY TF1E SDUtiRVTi55 OF„ THE.ST?UCTIAr4 WFlFT;r:-.Si1I11'iEt3 1S: TO, ,SV ATTACNM 3D 1 1 . PROPER. ANCHORAGE, £�P{TRAC'T. OR YE3'$sAUjDAtIt,^Y, ALL WAIE'R CCNPONENt EDGES. WHICH' REMAIN, refit FASTEHiI'f�G IN CONTINUOUS CoNrAa YH. THIS 0U'L.O?HG:It PREI+ENT,• {i1ND/1`FtTR!2Tt<IN= >' .. 10. EACH UNIT MUST BEAR PERMANENT LABEL N A VISIBLE PLACE :WTIH WNUHGNG VOTE O(FR1HG P;7YtTftlS OF 1 FtRKAf7E WA9ttTNDS ONE D�i13,ER;`TEPiA17F OR OTxERs, MUSTF3>iW)'•ER$.Y AN? DUD CEftTERtUATE5 AND -QfGAGE OR LOCfC'A71 FV AND HD LOCKS' ... - 11. SHUT1ii U.ANVFACTUR9rS- LA: EL. SMALL BE LOCATED ON A FvpitY VISIBLE LOCATION AT ACCORD=-SHUTTER�PL At6:H SNCE Ar-IM SECYpDN 17v34,3,0F FLORIDA BUILDING CO* PLACED FOR EVERY OPENING, LABELING TO LOWLY WITH -S'ECTION 17D9.4.2 OF THE kU>0A,BUWY M COBE•, � - . 12. BERTHA H;V. ACCOROM SHUTTER SYSTBeS INS ALL UMN SHALL COMPLY WITH sp z.rN*Rep IN jilt DRAIt;P u F4StS luRi:637'LL4t 6 PERMIT tS-APPLIED TO. dtiD1 ZDPIT .E4iDUCAlI0N5 PROVIDED Of TYfIv dUxfS})}y 'IGR,W}i ¢s ,` ` ' ,TA BLE-- OF --CONTENTS. AREA L W BLADES I A �A GENERAL NOTES .SYsr-N WmPON' 1-20 SYSTEM COMPONENTS 21-37' TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW: BLADE & WINDOW OETALL AREA 2. W BLADE & ND HV WINDOW SHEET 1 .SHEET 2 SHEET 3 SKEET 4 B�oL�E t1�0. MERE APP) CAD F} TYPICAL. SH "TERM ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.. CONCRETE -/BLOCK SHEET 6 tNSTALLATIDN DETAILS G-M. CONCRETE/BLDCK SHEET 7 CENT'ERMAT£ DETAILS MV SHEET 8 CENTERMATE ALTERNATING DETAILS HV SHEET 9 END CONNECTION. DETAILS 1-6,. CONCRETE/BLOCK SHEET 10 MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 • ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 13 ANCHOR SCHEDULE- CONCRETE & SLOM SHMT 14 ANCHOR SCHEDULE- WOOD SHEET 15 INSTAL.LAT07 DETAILS:µ-R, WOOD SHEET 16 INSTALLATION DETAILS S-X, WOOD SHEET 17 END CONNECTION MIASLS 7-12 & X, WOOD S14M IS TY�tr.A1. �PitliT€R_' ELtvATi01� 5HHEEF j§ N A[I ONLY; INST'ALtV:T!Ofi'OiTAiLS: ME?AL:`S+YO'Y+All,51R.. SREEf.20 13. (6) THIS P.EA, PREPARED BY THIS ENGINEER IS 69-EMC AND DOES, NOT PROV!Y.IE tN�iyWRBt!"i Ac3iLS.: SFEC:F'.0 P�ltO3p I.m iRttf$E` TIE_ q1E' �CONDTIONS DEVIATE (G) CONTRACTOR TO Be t2Fa•"I>tlNS1BtE FOR TIRE 5t:ikY:T1GN. PURCHASE AND lIrSTALLATIOT{ 6�C t EIS IOF Al.iy "4 F6it "aA' S,ED OpL SY,{S "M EA.. PROVIDED HE/SHE 9C±ES�IaO')' b�TE �RL)i,(" L T�j�` ��'�I'���` SNAE.�. CIN�.Y=.BE' EJSED TO ii THE CONDITIONS DETAILED, ON iHHS DOCuUENT. CONSTRUICTION SAFELY Al SITE IS THE,OD :. (e) THIS P.E.O. WILL BE COtiSIDERED urvarm IF ALTERED- BY urr MEANS. _ •. 87AtF J�E$ lti5 1!'C THE STATE PF (d). SITE SPEGHTC PROJECTS SHHALL BE PREPARED BY A FLORIDA REGISTERED M' NEER'.OR ARGFV'ECT WNS,F1, WIL.:.BEL:OME' THE ENTFNEm, Or twasti ZE.O,R.) •FOR THE PROI£C1",A.-b Ai10°wi.LL-�. A � � RESPONSIBLE' FOR' THE PROPERIn-u OE THE P.E:D:, ENCEHEER DF RECORD. ACIING AS-):.L'Ri =TITER-'EMGKfER T6 THE P,fO, � 'EE!'(e 5F4YL. SU$[Ij[ �TO THIS UTTER THE 51T�_SP€L7FV...[81l�WVRe'G'-1 FDtii . REV:EmL, .. ... (e) ORIGINAL P.M SHALL. BEAR THE. DATE AKD ORIGIN 1. SEAL AND SIGNATURE OF THE PRGE'T.,IS ?k tomNak be ft�LOF2G'TWit)7 PREFkAREO 1T. ELLNIIltltC�f� .Ip.,M . .. : ..- . ULLtLS1ifYW4VLJLFF?'!T_:��C,jlt�f.ElLCtjJ',..[ai,L sr,CC1FLt> 60Cr { ))i 1 '4 - 102070 TA.tm-- }NC. + . OZ.O EASTckN I$CTAL. SUPPLY 1:dC L�GE�! ` : ; Z' i if c . GGOC1:1(ri S- y 't 2i� .. c " No. 441 7 A11Rt0E)C6t1 $h1tFfRf 54JD#61TTIs >) Y�E V5/0 FLY vilt' .. cLsc�mlL nL Iu1c I EP Am P+ . - , TVJT £STING & ENGINEERING COMPANY &1s>a :sif.. azHn st ao, w:�ka-vs. FORMA M!G el'W (1 )inn 1l 36 fix (30)871-153t {E}TInc,. UITV4?jTrft • 2.(575im I . W OLU 1 -10M /262IT OnTr~ {J2 2D2L1 . �, •- .. a� .. ,� 2tJ,-' 164 fpy 4d&t i-3IiEl0mCa1Sd,r- R ;5341 `jC1��t�sf1� �`"a GtrhT`JnCIkE: i_Usi•L, P.E.4� T' t1c 7n- 71 whom, t titlR' QN€SkH;uS nisei, &4$B1Z,4- - - tfAif"Itu OR 1 * t�a� tasE vs r e 11 ' �, � � ' .'' gQ65 T� hcLaY r�Q jCMFER, " ""�.:.AIJ�Q� U, - Hit � Stf68•-7� �Y Ah`€1 TEA17Eft �v xS ltjjAiiONS Gfi US£ OF BLSUEO t Y9 a $ ?6Y4ANG FftiF .A4''3...4 r J�f i �•---> »,�-.. ate%,; .... Qtlfti"IE_, FCf£t U5E, Y( Hti a? �,i i.(� r • .-.-.-•_„� . _....,, � 8lHllz i t {Y$� Htf W6tG:iC OVER • TR11CIf' ;� �-., k y �tpJ Ff 00 R TRAGK:QUALIFIED:rr� a e wA riw F+Y TRENCH TRlat K - , i34ta7 ANp iE:+F'f7a -. sdss=y�� G PAs A FQft USE N Ftt . - . 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FSI'� ER QUAJFIED FOR USE W/ HV BI.ItUE. 1 DNLY { . : OG C N e . LQ�.:iC: i FIIV-" #LE.'� QTIV �dcK 6063-16 ALLOY ANO TEMPER �'-�' QUAtsFaG EON pst Qt)A(1F1E6 'FqR -tJSe �W HV �kl 'M snit u<a, La/ AV=SLAP t�"U- use w1 euDE.�T��,'t t Y fibs3 ts,tiLwr ¢AID: EMPER•^ $a6�SS-TB ALLOY AND TEMk)i-. W/(gt �!�Efil.s3NLY,. 133�kG � t�MLY, m F ���� 31 t R �, ERlATE I.EfCK(kIG ^' as c tt.li ovEr�Fs TORUSET hvStAmfgm aac€-iEo usi,/::H Dr��, s63ts P1k Qs ,RfP�! fi1i['i^�B� A, '. E.Y ry "T< •. �eUdi9i tE �o ` c- it rai g gg ' cf x , �11y`d.�se taL . 6063-'►9"�Lipi; t UF#''34F%rtSr '� ,. . X'IP"qOR1jfE.�fK ?t�...yl�ui�, , 1FiE0 FOR ,� Vif Hti?' 3`J.i�E `` •: sass, rs; attar a�a `,TE�FER _: � �"�=1$ _ ,4i _ ,a HV= •114'� 4t:,.�t� SSE;_ �'�tset _` a eF' RE�#sr�uAR+Rs+n 4ocii�=sus ��sa �+c�e �i� sq«: g IN57H[tA7 1:°144{Ci REtfU8NE A 7fi OCR .TN(jkiB5cFtEWS: - < E,i7i�a' ss "TH�)MTiSCR 4�tGtiF#E0 F��i'+�C Vl�: . Zlf- M t t�iS CIM9ut 0 F UrE; tiff &oR oN . HV V aQ�c .. r ArER rr&T!M1G S; .-TE1UAiB CttEW ;1 /4" -2D RIYNUT* ux,x erAMA 7"IR 1FLT 6;'4r— i'A¢i' G`It�i 94F1P.FF :.- il.»il Ai sRACY.S'•FOB.' ROPER ... 4iEN'G, -. - '.:..<. UAtiFIEO' Pd?PT .USe'.W .•MV'9LADIC M:.."_. 9{1AC71-1 S.iS ":W/'rN'H:APE. ` ....,._. _ � Y�tQI +C#'Exc#n Zdne; #QFJS _. r. .. . � .. - •. -. .. �� fJ`' •.. s 61'yi9 'ALYECiB, :RY .... � t'FV 1fET.aLS�WFI.P. � .. `,,�'�,� 44 7 c[?7 Accordion 5huiter.tm d!, w� ca a ky wNaax STATE r#ieriCtic# Sh 1" Sy�t3ft1S Assce#a fan. ins F '2fsr ixuT TESTING & EN&INEERIYtG GO11aq I a cccs rwn wE 4 >a v a atr _ G Ir ±s wx nun �. r. ss rRcx�{ u tix '.sF, ..P+�ta {yL#{}g',>s- sSu. Etas ':!dch:,°'tF,�^t;�Ss 426a, i1 'F!r`eq;3.mDtjv6 1 { E x h.. o.64 jc gqu'k,z arVjE a. HEET a g..8r 20 5HUTTER ASSEMBLY SCHEDULE FOR HWID, _HV. 1Q HV BLADE 1 H.V BLADE TA y1(�yl HV LONG RECESSED NYLON BUSHING ® HV SHORT,'RECESSED NYLON BUSHING ® ._...... HV, NYLON HAT WASHER 4�1 • HV WHEEL, CARRIAGE. AJS1 302 3D3 SERIES _ 6,870"x3/1,6" THICK NYLON WHEEL: 0.188"0 A1SI 302 SERIES S.S. RIVETS HV 1 3/4 ACCORDION PIN W/ 8 HEAD ... ...._ _.._._ .�_.. _..�._-.. HV 2 314_ACCORJION PIN W/ #8 HEAD POLYCARBONATE IMPACT F.ESISTANT HV WINDOW VA#Rlok 13 r 2 TO BEAPF FDCF 77 u+`KNCE 7lL4I1C71'+ i�3: L'a'i" ii$ ..u3.y� IwuNUCK'4 �, f S t ; z T; a" MIN.! s : IV vW`^ •ate. , �pcRATiON . cent r �y41K v `;- pnEMINGS � / tNf ,£'�.ki¢� � � z«� 7 fir• , } ( nl T i®r,\ E'�SYER mAl3ZQLOh ."�°0� ALLY ARBONA r, � t t € tiEe'Nx S'k,i'^ HV Pi t __, __, TO u �YtIGt VV PAVI J_ Hy t . 1! !;. L.. �, . , I EE Rf2t P.t S%> T . S. (D OR 3 { i � �S 0 F V PIN l iSrW.L ALWAYS CG USED h? ;:LL �{ E 2tOF, � � �'yLs.� ^— 9nTT0M KNUCKLES OF HV ACCORDION SYSTEM N/ HY �< Qn �? >_ �y � F� YCAt3 itNAT� Y1URC FOT HV 0 BLADE, t E 7YE�'_F 4 Nt Pik e�x�AT aszxe�' FC•Y P'Al 6E LSt(3 i?1uU J Nv�?��` C ' . �, -. •• �cc. rnm �rrx EXTERIOR SOT-rOFA KNUCKLES OF HV ACCORDI Rt tiYSiE�'.W� �Y�1 y <� @tAieS tffillriA.i L� tc�. BLADE WHEN CORRESPONDING TO INSTALLAT]ON "Ill `i' t q � � x v a �Y: ¢ 0c o tbR � .:. 04; & i,%5ti'FREtd�:Tf�." !! s c'�J+TsiC Tril,�C"ih x`F}t 9+'.Kl:ys 5.'�Ciyx2 . P: ' :Hr 7" ' ,WA. _ . TS`r3 - t - jf �ifs€wat sn• ° ,a rg�rr vr, €+`--iH`''.R�i (s} HV P- ! r 1/Ia. 1/ F" it{ICK s tier ea ra, i s~ 6iY� 3 9u, A�c SHALL BE USED r'tiii DIRECT MOUNT INTA PELF ,Fr IL k r ; °A4 SNE_T c wz sad p rc+T WHEEL CkF(�AGE..tSEi$IC'Nor � �.- x,��ess a a.a� •1a �.+�-. .:: >t:H?tQ Si2's" 4t•itYEu R-Swmuz. ag i . ms'r �.n*4 AEftl qs.. . ' . Yitir,J.0 arr=.t'srrna .rs. T�1 $3°ad sus . sans w;?t raS HV i;A E 4l iC� -; i F HV wi '� .. i A b A ; R(iRIK SllMLNG' CODE Ht fin- V�tIdLn;ry wee. sc ri io�,e efi )d �= o i"k—Pol ar> '�2{)Tit EAa'i$ft7- vur`rf'4Y tHiAs m aAX ~ 4H, 44 Amatlean Shu fee Sysiam rft. v �� r�wYr�A R �+sM ua * ITttsr 1E TIiaG Erlcs 1i> xtkG flbla: nY Aar. raff :M4 Iris L a�^iv �ar�r r��� /z/zazo �Sr?10F~. 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AS DEMCBWED BY ALL POM SCRM BOLT & SPECIALTY COWANY. �21/4* 1/4-9 V TAP CONCRETE ANCHORS IN/ CAP AS MANUFACTURED BY ROWA, FASTENERS CMECT, INC. 1/4*0 IAPPER+ ANCHORS AS 14MUFACII)RED 9f DEWALT. INC.. AND M_-tRffl1JxD BY Au. POINTS SCREW. DIXT & SPECIALTY COUPAW M W OTHER APPROVED LWISED OR AUTINORIZED VENDOR RECMERM Willi THE AUMMN SHUTTIER SYSTEMS ASS-oClATICN, PC. NOTES, ELI) mumum EmsmueNr INTO rv4amE mcm OF 7k-=,4, BuX 'TAP W1 CAP ANCHORS XVD 1APPER4. AkrgOn 73 1 1/4' ANV IBPVW MN ADVANCED THFW"CRU TECRUOL06Y ANCHORS IS I B.2) M19MUU EMBEDkOff Of 1/4"t - 3/4' ALL FWS SOLID -SET ANCHORS SHALL BE ENTIRS.Y USEDDED INTO THE CONCRETE MOM No Emammir INTO -.TwCO SMALL BE PUUTM. qv 0-20 S.S. WmItNe sum MD sHat, V. 1 112- umwmvum smomo Sri= OUST, AND I- "IMUM FOR WAILS M No STUCCO. 8�.3Y 14 CASE rHAT PRECAST STONE, PRECAST'000CP= PANELS. PAVERS. OR AN'T' VENEER ffi: MJNO ON THE DUSTING WALL OR FLOOR. ANCHORS Sli BE UM V4WGH M RM" THE MAN SMOTILIRE S&WO SAND Wt. FINSW.S: ANCHORAGE SliA.1 RE AS WDrATED ON NOTES ELI) & "ABOVE. FOR 14WALLAT*�'S ON VINYL SIDING OR WS-WITH. OR MIHOW UaAL smeS Contwj THIS ENGINEER. FOR I)WAILAIGN, INfO EIPS MIR W-TAL STTfDS SEE SHCU 20. -ANCHORS SHALL BE 1_A4w N49W, ALL, OF Tif *E-ANCbD9_1j &WWii+rTFHisea:., SCHEDULE 8-WW. fa,Eb4i EVALMEAKEAUMLP-SM, =;;RRUTi t(6t 'fioy-Num ANCHOR SPACINGS AFE 4 kQ TARS MM 1ITSMUS- WATM fiaWFOR E, D'Uwz3fimi 8Y,QWLTPL)nNG SPACING �- -, ...': _'; ks RMCED. SPACINGOBTAINER ;Ub1,#k: DE, tm-H%'1*`kmwaw*&vWjm3pam fun'r T" A-N, AAC��'t ,PE TAMN. IRWORMWwwEm LIN SPACING PA W";�SphA�4 In r mg 1*Ack�_ I fif), s,-Ama ."3 '5 ONCR C C'M CONCRETE ER 4 C, LOL EW.rI}SL keL .N Co. ;ji-r. I# to�'- . . .. .. . . . t-7 11-T-UT TJLLIT TESTINI; & ENG(N&RING COMPANY 51,6 " lf'SW St. SW, M-:. 1n" 'ARDLN% FUMMA 32 WAL-­q A, nUit J, P.v rtm,C., 11'. .4 A-Im, Ainstiddn Shufter SyiSfams" LT N A ssoclation, Inc. 4268 Albstmads Of"ve -7 ftSt'Falm EealifF, FUr33407' . 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