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Product Approval - Shutters Accordion
Proluct Apommal Mgpv,>*0dU'(:t of AP.1giultion,iearo >-Ao6poan List FL K <z t,FL389-Pdf' Ap Type capon, 'Rev'ision_.. Code Version. 2020 Applicatiort status Approve pp :Co.mments Archiy'gd' 'Product Manufacturer Authorized:: Signature Technical Representative Address/Phone/Email Quality Assurance Represeht6iiv6 ,-Adaress/ptione/ EmaW III Copy REVIEWED FOR CODE COMPLIANCE Ilry ST. LYU-,,,,IE COUN BOCC211 American, Shuft6r,'s ste: ms Associati6h; Inc. 42 ivq West palm "Beach,. FL'•33407 ' �(561) %209-8263 -bfOeley@6asternrhi2tal.com jr9 dri ' g6ei@east . ern ' t , be tal.1c , dm: CafejorV. Shutters" Accordion EvaluAi6nRepqri:from i:F'or 1 id6k4gistqed Architect or aLicensed Florida - Professional Engineer., Eyaluatibri"?Report -'Hardeopy Received Florida Engineer or Architect Name who developed the -Waltir'A—Tilllit Jr. P':L Evaltiiti6n ReDort. I flbrida,Lk4rise; 'P&44169�1' I daiity'As s urance Entity', Nation . al:Accreditation . and Management Institute.I . . _Quality Assdi.ance Contract Eipiratiom Date 12 3112022 John Hefiryp ,.Kam riiih h in. Validation Checklist, 'Hardcopy ,Received;, Certific.at.0 of.Independence I-Lj= jjjU,&&jj A:55A .,Referenced; Standard and' -Year (of Sta 2 rida I rd) iliquivaience'of Product Standards ,Section's ftqrn,'the Co e gjandard. x= ASTM E-1886 '-2012 �-ASTM E21996 2012' ASTM E 7.3 30' 20012 TAS 201 :202, :,ZQ3:,,, :4 9 S4, p .Datea e, ,bate Penningf 11C Approval date Appro, e mMarwof Prdd 6eftl Method: Optfari;D 1106 /.,2 iieriha'14V;Acco I rd . E-x7tr.u-d . ed T"dri limas ... .. . ..... of U r t , ti 'A Ophq" for FL,369 �-RIO, IfbR'W'W: BiA66,k& — . .. Ad f WdeH.Z-,,,YO§. ',H-V ' American Test Ub<of;S&th Mhda;lbc; 'In de I pgndeni T08.Rarty es Report Missile Level M%Max-,spanle-&-Sfor, 0 W 1PE.... As, p6gfbye-AW-IiMd and13'-'W'f.or 15046igiewi Asb:bidthp'l Created'by iadepender3E, t HV -61a4i,'wwindow b ade5.-V?;, MV3 blade w/o vtindow blade a6d SiAl,"Nr 62'pif '9'- blade ^ q.: window : lilaclefpr jh§W14ti6m Iry =5tutl wails Is 9 ll& mli,; - ASO presoore, rating oi,+7 72 KclLSD pe sheet Sl6r other, s'pah—s-in 'p. . ......... .. . .. .. ...... 3S9 2 '"` • -"- Bertha tit/ Accordion Shutter elade;i' Extfuded alum�r�um �ntetlocl��ng ilades retaihed,b} tracks 20 ,{top: W1, Installation lnstrucbons NaApproved for use in Hl%t!Z W, Approired for' ;e butsidoiMPIZ.4lev, rifiW*s, A nerlcan"l t Lab of 54ukh"F)666 -' 'Ind Impact Resistant Yes: Created b}r -bi— 66i: Third' Design pressure N(l1 , EvaluationfReports h66iti"Atbload ioipjnding,.dn cOf' t cf, locking, d"; Created by Inclepend con igora,tion ort mountings stud mountings a '11,'ivjd unison See sheets 7'j26,eetpitOlvely,6f installation` " pre%su s, j �`IV"�A �I, -;Bertha -'�COPTQ n,,ShuttO-�, Extruded e f Ofude t k" W �Woosik� d 6 !04rn�ln 0,9FRO, in V, rac's, P, :C HV (N nT, Z)-�,, D , far di�i i, 6 `Approved . fd-,r.,us,d outside ,,Hv"z.,Yes- - Verified By Atner�can Test Lab. of South Honda, Inc;;, Vesigh', r, p io imi,,N/A Evaluation Reports Tither ;Large n4issite Max 16 ah,aC30 -ASSA'AI.Ak"4"J�§ r, BladeTaind if3`-&,f6r Blade :2. See schidWesbn.sheet 1 ,06otdd6yAnd6oen d S dent Thli Ppft Y esp '2, 5 n f2s.-ri� GENERAL.- NOTES: - 1.'BERTHA KV ACCOBCNON SHUTTER S15TEM SF:M ON lKs'PROWCT 6*LuA'RON 00C6MfNT (PLED:) HAS BEEN VERtRED'FOR'. cowLIANI:E`iN ACCORDANCE WITH THE 202D (M. ENTION)OF THE FLORIDA BUILDING CODE. TMACCOREXOH,St417TTER SYStEM SHALL NOT 8E tNSTdttED AT HIGH YELOC{Ti }iiSt#tICAkE ZONES. DESLxi ;Hill L.64#.SHAtL. BE'pETM' ABED AS.PER.SECNON M20 OF, T ,ABOVE. UENn0m CODE, FOR -A. BASIC 1SAND SPEED: REQUIRED BY THE ,ILIWSCLCHON w4ERE.BHL(FTER WILL. p. t r..//+�.I/�� T ;TABLE ...OF>-CONTENT5. BE USTI, m %Trh-A :OMECTt I%AUTY FACM,KC-08B, USING ASCE 7-16 MID SHALL NOT EXCMD7 THE IMQVMW (AS.D:)h "PRE5541RE RATTN0S'Mt*TEA.`. ..- • ..... , .... _ .... .ON SHEETS 11 111RU' 13. ,19.& :20.: 'W'ORDER TO Y£RWY''THE ABOVE CON,M M, ULTIMM OESXI!1 WR:D 1:dwS, DMfOtMMNED, PER ASM.4 1B SHALL, RE'4IRST REDUCED T0. 0.5.D DESIGN'RIND LOs10.5t AREA . 1"s FLY' BMES &* A '8T MUtfIPI.YMS6 THAT" BX O.B "IN.'OROER TO COkfPtitE T W/ ILA%. (tiS,D) D.ESJad, YR£SSLSRE RATINGS_ i3ol0ATE0' ON, SH't TI- THRU is. 19 & 20. GENERAL NOTES SHEET 1 IH 6R0£R TO YE1RIft .THAT COMPONENTS AND ANCHORS ON:IM;PW:, AS IMM. ME NOT OVER: STRESSED,: A $3.9 WCRFASE: IN ALLOWABLE STRESS YOR WkM ILAA WAS,= USED IN, THEIR. SYSTEM COMP01401 1-20 2 ANALY5�::itOETEYER, A wma. DURATION FACTOR co-im WAS. USED FOR YERIFiCRION OF,FASTEN£RS� IN-WOOC.,. . BERTHA' H.Y ACCORDION SiUITER SYSiEWS ADEOUAC'Y FOR WIND AND:Lmm ms 4&'lbiPACT LOAD HAS BEEN'YEPoFTED RN ACCORDANCE-WITH,8EE110N -immi OF THE -ABOVE TAENTLONED COPE AS PER. ,SHEET SYS1Ek1 COMPDNEh1S 21-37'` SHEET 3 ATI: REPORTSi. ,_.. -. _ TYPICAL SHU7TER::ASSElA8LY 38-44 :SHEET 4 TYPICAL WINDOW BLADE. & WMDOW DETAIL: -Hy p, Gal+A1-at, daz15o1-TIa ilaoe6l- s;.�121401-05, i0317.02-06; fO809.ohio AND: _ 21G.O1-11 :AS PER TAS-201, TAS-202 AND TAS.203 PROTOCOLS AND 'ASTM' E-1686 AREA 2, IiY 9)AT)E M AND H' V WINDOW BLADE Q AND E: 1996 SThVDARm (m=ix MM Dr WM4O =NM 1;, 2 &-3) &. 1-,TTO.O#-10'!AQ PER TAS ZDtr 203 &,203 PROTOCOLS LARGE' MISSIES -...- :. 'WHERE APPLIM4.. -W'MNDOW MADE,:9 iDE05, I-MAS, PER ASTM E-1886. AND-E-1998 (MISSILE.L.LYEL D, iMND ZONES 1,'2. 3), BASIC. PROTECTION ONLY AND $•0725.01-fWAS PER TAS._ 202 PROTOCOL TYPICAL SHUTTER- ELEVATION & NOTES ON. LOCKS, SHEETS INSTALLATION DETAILS A-.F.. CONCRETE/BLOCK SHEET 6' 2. HV &ADE(Ui` AND tN NAHRTW BLADE 9 ARE .ET:GO MR -CO TO WORK IN UNISON WDH EACH OTHER UNDER THE OEHEMi. L1 MI)ONS AND CONDITIONS OFUSE TDICATED ON SHEET 19 INSTALLATION DETAILS 0-M, .CONCRETE/BLOCK SHEET 7' 3. BERTHA H.Y. ACCOiDfON PINS (HY SCRLW6), USED AT BLADES KNXall AND FOR DIRECT MOUNT CONNECTION TO,TRACKS M$U BE ♦ l4x2'.75'.AND $14x1.7S'� RESPECTIVELY. 410-HT MMIMUM SERIES CENI'ERMATE DETAILS HY SHEET 8 STAINLESS STEEL. SCREWS WITH 1S3.O kM Y LD STRENGTH AND 180 W TENSILE STRDMH. PINS SHALL. BE COALED WITH BERTHA HY DACROSHIELD COATING SYSTEM. AS W�.`NfA.'NRm BY APPROVED � CIENTERMATE AL:TERNATNNG DETAILS W SHEET 9 COATING, APPUCATOM REDISTERED WITH AMERICAN SHUTTER: SYSTM ASSOCIATION. POTS V.M-EIEAR ME IiV kWMG ON THEIR HEAD. 4. ALL AWWNUM OMSEONS SHALL BE ALU1N`:N UM ASSOCIATION ALLOY AND MOM AS INDICATED ON SHf.EiS'2 MO 3. MINIMUM YIELD STRENGTH -FOR; 6MS T6-ALLOY IS 30.0. ksI' AHD 35.7 ksi FOR END COKYEC71ON DETAILS 1-6. CONCRETE/BLOCK SDOS-75 NADY ALL AWWNUM fXTR Wt$ IN CO#fACT PATH DCiStEAiLAR N147 ALS SHALL aMPF.Y WITH SECTION II-8 OF THE 2015 ALUMINUM DESIGN VANUAL. I AXIMUM SPA4 TASLE5 ��Mr� . ANCHOR SCHEMLE- CONCRETE ,& BLOCK' S. ALL 'LT+E.L 30 LY W/ FLORI :.BUI IW0 CODE S AT51 FH'E'RRES QR CDRRASiON � '"TAhT COATED CdRB011 :STEEL AS PER D;i3 5GD19 WOH. 50 Imi MIN. YTE(D wihENlGT1i AND 90 ksi MIN. TENSILE STRENGTH.. � ,ANCHOR SCHEDULE- CONCRETE & BLOCK - AND SHALL COMPLY'iVJ FLA£BDA..6fFlEff4N0- CL`1)E Ste" 1ION 2411,3.3-4., ANCHOR SCHEDULE- CONCRETE & BLOCK, 6. BOLTS TO BE ASfM X-307 CALYANTM STEEL, CR ANSI 304 OR 316 :SMM "STAINLESS .STEEL WITH 35 ks4 MENUMUM YIELD STRENGTH. - ANCHOR SCHEDULE- WOOD 7. SEE THE FOILO'M1".NG SHEETS PoR_ ANCHOR SPECIF1CATtDNS-. W BLADE 0 c 1T13.14;7S All 20- INSTALLATION DE'TAU M-k- WOOD .lu 81 kk & 11l W'ORXIN O IN U+150iit 14 13 & 15 INSTALLATION DETAILS $-X, WOOD @. THIS BERTHA H.Y. ADCORDIOK SHUTTER SYSTEM. BEAR,.COMM " A U.S-PATENT 1. 779,5 COMRtLS OFARE InS APPROYAL £ OOVEREX IN WHOLE OR IN PAR1',9Y U.S. PATENT Q5'45BA 79 ISSUED TO EASTERN END CONNECTU0.Tt DETAILS 7-72 & X, WOOD' METAL SUPPLY, M. O. IT SFNLL. 9E THE RmPO1LS6LRY':Ol', THE COTvRAACTOR TO VE:R9'F i17E S0UHIXNCSS OFzTHE'STRUGttITiC 141IEYIEi Si1T#TT66d 15 2_I ATVA6t TO 1NSLbR� PROPER,. ANCHORAGE COQ{tPACjOR"TFi.'S£Ai.jCA4 .':. ALL Sqm C&PONENT,FAoes, HHgi R'ELlA4A1, TFRtU FASTEHI.K3 (N. CC}HtitiUOUS c9TAG9'+&7Tfi Th`EBU�LGUNG.'TL� PR£'IEHb�ilAtNt;rf�3lNifti%'»4tis ... '�.' 4 f E I• - 7}'PiCAI,. SF1LT[TEH a.€iIAT� 10.,: EACH UNIT MUSH HEAR PT)RMAN"NT LASEL IN A VaUX PLACE 14'i?HE WARNING NOTE t?IIRIND F�R(= D NUi i tttf tz TVARFdNt S HIGH C VILE1 t TE4tAtFT_''DR OTHERS. MEISr PFiipETC Y CL6SC / Lk 11Y'A10 Nip CEHIERSWTES'AND ENGAGE OR-LOCK'.ASL FV AHD'HO LOCOS,.- ., k. 11. SHU'ITER MhNTIPALii1R}7RS LABEL'SHALL 8£ LOCATED ON h RiADILY VEIME LOCATION TAT ACCDFDt`t}H SHUTTER IN�AC "1�ATt; SL'OTHSNd AIG3.9.3 OF FLORIDA'BULL04NG C66601E NAB&.xJNLALL. •-; 1HS`i'F i/S �DL�AttS-!ff PLACED FOR tMIM OPMNG, IASELRNG Ta O. PLY WITH SE¢TICN 170S.S.2 OF VIE 1nL.0�UA i6RDklc. C04E.. :. _ 12 IiERTF4l HY NGOOt1:-SHUTTER .SYSIEL4'5 INSTALLATION SFNLL can Y.WITN SPE�.c`;?NON:AYtb' i'$;j15� >.TOgY17RG PL7.1S AN'('.',RRC AfA"'GNtNG 1$I/LATIONS :PROVIDED Bf TF3Ft HhiRtSi$CE?661 M${EH"' " P,ERMIF. IS;APPLIEA: M. i3. (0) THIS; PLED RIO' 1)hf THIS ENG#tc"EE',t,- IS GEIV'i;WC TddD 00E5, rt F PR7lrDE RtFtil9i "64 4r k SPFCaF'i4 ` ..}3�C1 l t4 b1 R%bft bit, L'ONDRIONS ,DEVIATE FRL?i+I PXO THCGHTRACTOR TW IM RESPONSIBLE FOR, THE SELMON• PUR04 SE AND :Ir'S. TAUAA9Tf,'#4 .F872v'L;i:IF SAFETY _C}F iiNu� pRt Di ffASED' bH 'T' £,J;; PROVIDED HE/SHE tWb')Oi AiH#i} i YFIIS �n 7 THE,ICONWD6NS DLTAI:ED OR1OS 1DOCUMENT. CONSTRUCTION( SA°E'PT AT SITE IS THE YTdNjligOTDRRT7',RESPOf}5f8IL�jVr _ bP*yAT (e) THIS'. REl1. Witt BE CO? I�ff0 INYAUD_ F AumEO: di Aw b 'AtTS. U SHEET 10 SHEET 13 SHEET 12 SHEET 13 SHEET 14 SHEET 18 SHEET 16 SHEET 17 SHEET 18 Rd)FSSM SPECIFIC RANStBLE FOR 13iE' PROJECTS SHJd1.. 8E PE1EPARED FX A FLORIDA•RF ENdtNifk ERR ARCki1[£C7-'WHtCFt Wlf.[: E` 311E RIGNNEfR,.`OP {1CGCRO;iEO.R.} :fOR TENT PRO.eEGF:AKIt T1H0 FOAM, RESPONSIBLE - .,.. PROPER USE -OF THE P;M" MNEi.R CF'1�CORD /iTUNC A; X�DF3ECATEO ENOUtv�TR TD,7 P.tSD. EFIdNE£R SNtdf. StlBR1If;TO THIS UTTER THE .SFET+fftS: ANAsYfNbN.Fpit,�, , (e}• OWCFKAL P.E.D 514Ai1 BEAR, THE DATE Ak°D OTRscarAt, STAiG AND $fGt11iTUT1E T1t!? i'HCyE5;9ONA3 ENG1AlT:ER: GF' D T1I,gTT • - , -, jl) - ak02QiYtECQ HNC Ohl iT1T�"Del %N}(� ' .Y TICrOl? r, L\GEM INC. ^L��y. GUy ICfi��t rq�11J 1 S fHYitHH�i�ia'1tf'i,yi > N©: 441 %��� Atnarictitt Shuf#4C S'S}8H)Ts s wzcamxttzN okm r&uYI *, 7ttuT'TESTi({G dE ENG EERING COMPANY ? * bs56 w:1ei, SS AuaGD6 YA x4e cwnENS. FLOPIDA 34� (DITN i119 i ULL7 TT-t07 i2f2G2 L 2 2D20 s F ry S1fitE P we (3Da}Tj1 "15SOr 1Yx :(3Gs}97,-isi, 46$ YdkBit�ds, flr$va u x r Alm .. AL *KTEN=Ja-TILIt' dA,.P.E �'gAi�SfNANFAL/SGF#Ai1�$E%DRYS rLaRA Lt i e4iaT'' s SHEET of :Q u Y.. �_... 746',660a 2s3'..,�9 _i itr=lflY�t:i}a 3Q: g$, CLST ��,,a ��� ;, ' o i "'"��1 s ,+ k� Y�. ion• $cT��tw ��"'"��''�� _���� � . •,� ��� _ ��� s `.� ��.�`�' � . �' oft �.' �� � r �'d �a�o � , � 3,� e ��" `T � `'fit � � s.•� � e, k. �i �„ � a u % m 1, waa EELs [4ii 06 .: --,--- A . a d i.' EZLMiiSi.i1i ti:.'" S$'t11REtlL11 Fs', �Lr a: LY 2 „� C::BENS DOCK iFTEp FURS K+% HV ' ;> s a 606 -iF hCifiY ANO;jERCPER CU ED FOR, USE W/ HV BLADE,r,'1�k T �ONL:Y ram,. 3,yZ3,,,,, cs4. I UUALEE"#EtiY CA ,U £:'Wf ' Uriht7FlE0 R,� Nt/ HV " 6063-T6 .ALLOY AND TEMPER p�VERTERMal E'IL_DE d'6 ONLY• _. CiURUfJCA rOR `USE W/ HV BLADE t: ;O�tLY EtLAUE, _p 674' ' 8Q6.�.TYi klLOY ANO -TEMPER - 16. q � � F i a}A N , 1 sv �i*60 AFTERRvErrc oOc:RiVE�F<Yfi n� J e� r: e r 2ti RtX►UT* it +. „y • : e i .�... . "€act taat Arta C�c'x;�»" Ft+.vr'f u6aE;: FtA,act TNM 44 .. L.......: ae2q'iSUW JFXTUR£J 6v RsvtL P(Ali ` fGiffF £LEtt+}5tt!t, n. A :. �y623'... ,iPFz i!`"kkj46Jypi A"v PR,'aT'1T': !$W JiNiEY OY— EM MAL. ` Hy m .:. 4;v566 ._::::::................. .; LOCKER 'FAT` LdCK CENT A,,T'QUALAFIED FOR USE W/ HY BLME'1 ONLY- - t HY-F`EFt!!TA LOCtS tiNiERl�ti+? kli€":"fi" IAG'..; HYbLTEI'[�'1VE .LbCK, 6063-T6 RLLOY AND TEMPER - CTUhLdFt O fOR 115E - UUAVIEC F(1fx USE W HV CUALYrEC FOii'US�. YV� }}f:%tlDttONllr QUjLC&%fi iQR t1$E W/ HV BLADE F. CN. g h' �663 ,f% ALLOY AND TEMPS pNLY,.: .. DOES="f6; A14iiY R�Ui,.TEMPE.. a - 0 999 €3.161 tltl qutLiFaEi Fs�x .fsE W� Hsr �tntsF -¢ :'' quau En vs w ',Ht� ekno� & A , CNji'ATE'S I.St•-R'f ;.� b , . +dAtai„y;�rcay '_ 4UAM'Et3 OW USE;• W 1HSF SLADEkt:,& liwx �s am its a �a 5063 r -Acwrm s�uPa n�urzavt p _ ®i�E'�s.tllu9if.1g5`.� 4 ..v` .... g is..TIFK} } �Q x TSlalwYsf� fYJAtiEtE€f P0£2�a(11t $LADE-`t, _ 3JSafFt1} s a6s T6^t o`r �Ra T�w�R i l4'.r A4�; —.�i. i•:3Q4 - =.r t�E6EmRtrr-hoar txs"ss� roDai;r tcw ERiES'-:S TI II]6d856RiS , x QL!i iFtl tl i tsRs irs W it? alr stisratrrtntirLz F4uift n. aj: OLE„, ° THUMBCREVYS _>aA i t.nt- T�atccs >Fn.:aacsF., r�er>r ..4, unuslEn>Eota:sss w wv,stJn �+E zl�s _.:..'._...._.,..__.,„..�.„.._._._,___._a_..w«...";=.?'...,.....:_.-,t'.��LAHi'�:41i:iJCJ_i4ri ,.#tG[:FFIGaTP'Zone; A '6� c 2[F2ti StfPFi`f� P� r C2E�!'tiSfSU, Nic � , �7 p��, fiT Yale Itv.�=� it otti ste 4 -:-' itLL�t`TE$TIN &3 A... 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NOTE #5, SHEET 5. tt EXCr'PT THAT MAXIMUM SHUTTER SPAN 'L+` OR :l-'_ AND MAXIMUM A.S.D., DM;NG PRESSURE RATING 17OR- 4NSTALLATIONS IKiO CONCRETE OR CONCRETE BLOCK "SHALL. BE UMITFA AS FOLLOWS-. f- CONNECTIONS TO KEYSTONE MOUNTING ilMITED TO +B4,-72 pa.f. AND 5'-0' SPAN, SEE MOUNTING ®.ON SHEET 7. SEPARATION TQ. L ASS S�FfEpUL WIND ZONE, 'MINIMUM'' AASTM E-1596 $tPARAfJbN' „ 1 THRU 3 <. (I) L+. MAXIMUM ALLO'RAsi:E .SPAN FOR A Gw..M POSITIVVI AS:O. DESIGN PRESSURE RATING. L MAX. ALLOWABLE'SPAY FOR A GIVEN, NEGATNE A.S.O, DESIGN PRESSURE RATING.. '(2), PROCEDURE "TO OETERNIfNE fd3XIMUM "SPA1J FOR WALL.MOUNTI4GS•(TOP/DOTTOM) OR I%QgR/CEIUNGi OWN A POSITIW k&D, DESIGN PRESSURE RATING, 'DETEKMtNP- MAXIMUM SPAN: t+- FROM .SCHEOt1LE. 'GIVEN A NEGATWE AS>D: DESIGN PRESSURE RATING; DETERMINE MAXILil1M SPAR *L-''rRoM SckEx&F. 11W) MAXIMUM! AbLOWABLE SF'AX IS EQUAL TO THE WINIMUhI DETERMINED SPAN BETWEEN i.+" AND Y.-', (3) PROCEDURE TO DETERMINE MASSMUM SPAN FOR GOMBINIATiONS IN BETWEEN WALL N.OU M49 .W/ FLOOR/CEI NO MOUNTINGS: FOR' A GIVEN POSIiriE A.S.O. DESIGN PRESSURE RATING: OETERNI NE: t t+. MAX. SPAk FOR WALL KOU'NANO U,'STRLlAT,'CNS. L2+- MAX. SPAN FOR FLOOR/CEILING ,MOUNTING !N5'iAtllaTRiNS . FOR A CIYEN NEGAIM AS.D. DESIGN PRESSURE RATING: 0-01MMINE: L, MAX. SPAR FOR WALL MOLR11'iNG INSTALLATIONS L2-M MAX, SPAN FOR FLOOR/CEN.JNG MOUNTING INSTALLATIONS, FmL MAXIMUM ALLawu SPAN IS EQUAL To THE M-WMUMA BETtt'CGN,. 2t+ 'I2+'% LI ,AND:. "'La (4).''C,3 TO A{ mR SCN£DJX WTRt n,;k `.W 464 MLOf{ABi-' uFE6f WIG, 4ECAI A S D DESIGN ,PRY SS'JkE frAno TO DEiEFMm EYd�,tClM'r��t 3tOk . •. ... .., •"' lNG.E%:'" r .. �,� i*$.5 c+6S0'lA DLTEL4: IbO.: --. :.; - -... 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ANCHORS`TO SURSIM 5HG31•B:, AS FOLLOWS; , J'/TO []OSTUM OOURED,.CONC iM, (Lt.. re-- S !2.`j. 1/4b TAt�1 OR 7APcav WrTH:ADVANCHD'T19�.1D0RY TECtR40L0Y'Y.ANCHORS; AS MA!lUFACit3�0-BY:L: W. BtmDOL. (Mn. r�. m:3 lo�) 4kHORS. . P'CBOS SCLID-SEZ ANCHOK ,AS 0:5T 11RUMEU: WALL, POINTS Smv, BOLT & SPECIALTY COMPANY. (4914 r0 .:3 kQ .. TAPCON PO BUIE-IAP'CANiCRETE• ANCHOW,W/ CAP AS"90WACTURfD BY "FLORIDA FASTENEiS'DIROX. INC, '0&6 ('D`. 2 1�) ' TAPCON ADVANCED ADVANCED - 1/4.0 TAPPER+, ANCHORS AS WXUFACTURFD BY DRYALT; INO., MID` DISTPoBUICD BY ALL POINTS SCONN. BOLT R' SPEC9St.TY COMPANY OR, MY THF?EAOFCRN OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED W M THE'AMFRICFN SHUTTER SW, MS-ASSOCVJIDN( re . 3 W) 1'ALL. Pows.sowf SET NOTES: ' ' BLUE TAP-:W/ CAP _ A i) Y0�41Pd't]11 hT I4T4. POI�RED�tANd2EF-e OF�TAPCON. Cit TAJ�t YTT11 AlivAtxF:ti 7XA£AOFORLIE iECt>tiCIDCY AOlCliORS A.b'-TAPPFRfi° . . •' TAPPER+: .' ANCHORS IS ? S/4_, AP MR BLUE TAF,W('C!P 'ANCHORS Ei'3 T/2", " A2) YD)#!✓m: MBEDt$MT OF 1/4*0 X 3/4' ALL PDX"M SOUO-SET ANCHORS SHAAIL ejE 7/8' L`RO'TIC P'OURED'CONCiiM NO ENB DIVENT INTO STUCCO SWILL BE PERMITTED, 1/4.0-20 SS. WiCHUNE SCREW USED SHALL BE 1 1/2' LINO ►t1R7NUN SHOULD STUCCO'tDOST, AND 45LT' 71W5.o: 05E A18 1 M UMUM FOR WALLS WTTN' NO STUCCO. ., mrlx aN sea tv A3) IN CASE THAT PRECAS[ SCONE PRECAST CONC.REtE PANELS. PAVERS OR AK( VENEER BE FOUND" -ON THE-OGSTW. WALL OR FLOOR: . - --- ANCHORS SHMV1; BE LONG ENOUGHI TO REACH THE MAIN STRUCTURE BEHIND. SAID WALL FINSHES. ANCHORADE SHAni BE AS IINO9ATED ON NDTM A.1) & Al) ABOVE FOR INSTALATIONS ON Witt. SRAHO OR OFS VT1N OR WITHOUT METAL STtOS CONSULT THIS DM4EM. FOR INSTAUA.TION INTOr En. WITH METAL STUDS SEE SHEET 20. 53551y M!:1. :•.''+tU{iPN}(M1V.'x.rylty:p€y11+11m1e.:/exlte)<.:...-__. _ ".. .... (B) To CestiNO CONCRETE BLCM- (amm C-W) 1/4-9 TAPCON OR TAPCON WITH ADVANCED'THREADFORM TECHNOLOC( ANCH10R5, AS SWV)FACrtFn BY I.T.W. GUI DELI -- 1/4'0 "k 5/4' N.L POWS SCUD -SET ANCHORS. AS' OSTRISUTEO BY ALL POINTS SCREW: BOLT it SPECIALTY COMPANY. - 1/4.0 BLUE TAP CONCRETE ANCHORS' W/ CAP AS MANUFACTURED BY HTAFODA FASTENERS CMECT :lfft. 1/4711 TAPPER+ ANCHORS AS WMFACTURED BY DMALT, INC., AND D151TI Bl1TED BY A11 POINTS SCREW, BOLT & SPECIALTY COMPANY' OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENCOR RECISTEREO WITH THi£. AMERI AN SFWTER SYSTEMS ASSOCUTION, Mr - NOTES. BA) W MUM I:MMM EArt MTO EOWAETE BLM OF UPC' N. BLUE TAP W/ CAP NH3gM AM11 TAPPER4L MOMIRS IS 1 1/4' AND TAK0 WITH ADVANCED THITZIE NORM tECNWOLOOY ANCHORS IS I % B.2) MLWdUM EMBEDMENT OF 1/4'0 fi 3/4' ALL FONTS SOLID -SET ANCHORS SHALL BE ENLRB.Y EMBEDDED INTO THE CONCRETE B.OJL NO EYBCOM (r INTO SRDCCO SAA BE POUTTED., 1/4' 0-20 S.S. MACHINE SCREW LOD SHALL. BE 1 1/2- LONG MW.MU.A( SW= SFt1000 Boa, AND Y w4uUY FOR, WALL WITH NO STUCCO. L B.3) DI CASE "T PRECAST STONE. PRECAST CONCRETE PANELS. PAVERS OR'ANY VENEER 8E, FWNO ON THE'FXIST CULL OR FLOOR. ANLCHOORS. SHALL'BE LOW Dr=Hi,TO REACH THE MM STRUCTURE BEH9tNO SAID VAKI. FINSHES: 'ANC*10RAOE SNAL.L. BE AS 010TCATED ON NOTES B.1) &"ASBVE. FOR INSTALLATIONS ON 14ML SIONS OR EWS WITH'OR YAIi€OUT 4ETAL StLes CONSULT THi5 ENCINEER, FOR INSTALLATION INTO DFS WITH METAL S IM SEE SHEET 20. (C) 41iofiORs.Sf1ALt BE INSTAL,L;N[qDTEC$CMScf-TRE;OiCtcwd NAHUjrrdTURER (Dj ,SCE scxeoum BROW f0i?;EOGE TSlrTAH>rE,'(G0.') VFI;.tUa 5P¢ttNC REIJ1TttTIStCE: fOR�IJYDHtORSz , . . .,.rmr D ONCE VERSUS - A 'lbtltglElY ANCROk 5PAC1liC5'aL�z4AL`O'tTstt D7�. ii+STAh,CF$ B.'OKATEB.-BEL.Oi)'d PCit F;O LES+`3HHYt,'?INE'IrL7CAtLD 'RETAitE'A,ICI)F5C �AtvNO 'BY-YItLTIPLYWC SPACA<0 "SdOlifhCA}.9gt03titE; 8'I[ TiB.' T{iLCOri`tJO,FR."FWCS - _ s "R£�CED SPACING.. O[aTAlr.'EE! OS.fis< FALKGB tgHALL, t,W1' BE Gi3S TFLLY t.OH6AWM SPAChk"MYJOA7ED FOR Fb.."N ANCHOR 7Y>aF:.�^ � EOCE D1CfaNCE TAPCON ,. 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