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(/—I, ('yj O-Vj(f c ly- 1/1 V61 OCIS Home L6g in User Registration Hot'T601cs 9.1itnit. Sjrctiliige Stets Facts contact U�s: SCIS Site"Mop Links Search i product Approval Public User RUCEivED USER.'. Pf dua Ayitioyd Menu >.Product or XPOlicati 0 siiamh A00cation List .N �Pp!icistidn Detail - MAR 0 q 202Z FL-1 , �Ftjfi�. ST. Lucie County, rMitting 406ti6n -Type' P Revision-* I Code version 2020 Application Status-''. Approve Zoinmerifs Archived`FILE COPY Prodtict.McinUfacturer American ShLAtbr System's 4isociatfoh'i, Inc; 4268,Westroads. Drive West Palm :Beach,: FL 33407: 209-8263 REVIEWED FOR (561) bfeel6y@easfernm&aLcorn CODE f%nMPLIANCE :'Authorized Signature ST. LUCIE COUNTY BOCC icctrn //��Technical !Representative drFss?Phon6/Email QualkyAsPurance Pepresentative 'Address/Phone/Ema.il' CatedorY, Shutter's Suticitegory, Accordion qornpliance%Metho& Evaluation Report Froma Florida Registered Architect or a Licensed Florida pfo, fiissio6al Erigineer k),� Evaluation'Repart, Ha�dcopy'Recelved Florida Engineer or Architect Name who.d6veloped the ValterkTillit, Jr.. P.E Eva'luationReport', Florida Licenw, P1544167 ,Quality Assurance Entity Nitioria . I Accreditation . I and - Managemehtt Institute .Qqaljiy,.AisUranc.e Contract Eipirati6n, Date 12/311/2022, 'yalida.ied By' Iohn'H.e.nry Kaifipm'ann Jr.., !0 s p� y Certificate -of Indepe"6dence ..Reierence&St,andard and Year (of Standard) 'Equivalence 16 f Product'Standards Cedified,lily., .-Sectioni,from-the:Ccide jUndard Year ASTM' 'E.710.6 2012 ASTO-E7 .1 1 99.6' 2012 -'ASTM:E- % 3 L 3 - 0, - .2002 TAS'2d1,"262'1 203,: � z . : I 1994, Picidtic I tAppr6yal:M6thod, jDat4SUbmlt1tiW. PaE4 Periding. FBC Approval Date Approved . - I tun*a!�'ot Products. , NO t4ethod i OpUo'n,D:; - 512020'. 12A5/2020• FL# Model, NUM100olrNarne QestriOtiqi - i! 389.1, Bertha HV Accordion shuitqr,.= Slade- Extr6ded:aluminurn interlockingblades retained by tracks (top 3 7 (Noh-NVHZ) - Drw 20-165 ana6ott6t�)'forstorm "prdti!tt(Ofi- limits of, Use Installation 1nsft4dtidft `ApOroved. for user in HVHZ. No FuWkib ^u bkWiNG.,Assk BLAQV.qd Approved for use outside HV"Z; 51 Verified By:,AmerlcarfTest Lab of South F16rida, Inc. ;mp�ict`tiesisiant: Yes- a Yes Design;Prossure. N/A Eiiaftjatitin!R6portsi: �Clthiai,`Lai�ge-Misiihi Leiiel 'V,Max soan'Igsf", s W-3' for 40 9 t( FL�3 '16; AE`,PER',AS5A;8LADE3.Wf positive Asbjoad.and 13'for q5 psf negative AS) loadthe: 0ende ET jrd,Party,'.Y4s; HV3;bWde.w/6 winddW bljde;5'-2"fcr-110 psf-ASD load'fbr MV3:blade' yvj,6 window ;bladeafid 8 9'-1 V for 55'pif,HV3bladev/windoW blade Workjn4,1n unison,Maxtsoan, 1004VIblade w/o. window bWde'.f6r ingaltation§ into Metal ,StUdt'wal s4s 79" r rh6:k:.ASD pre§su�e rating of 4ij-42,and- 94`44o:r,+ -'64'p' See sheet eet ii for other.spdrs and ASD :pressures: 7 — — 6ertba'HVA'ctdM.i6aShUtt61a'de"111. . PhW Nofi'HVH4)= QrwgI0-464 E*trUd4dtlUI M—iihu, ni-.irteilocking'blades retained by tracks (top and66i6y) f6-itoim L!, M4 t4;d0jSe- - ,Approved for use 1n, HVHZ: :No !A.3�6 0 i'd lil 'diMf4d Al2SA BL6DE1:pd Ap"pro-ved"toir use outside HVHZ. Yes Verified By."American Test Lab ofSouth 'Florida, Inc. impala. Misistant, Yes' -.Created, �13yjnd iel5ehdiftThlr& Party:: Yes lbeW660vess'tire- N/A Evaluatiiir% Reports Other: Large missile level "M.1Ma*i'SpaA is.1'6'wl)" for30 p,sJ EOWIRIO,,AE_TER, ASSA -.BLADE1j2d neOti4ASD 16ad'dependingon teniermates and locking rod .',,Cr6zifed-'�y-indepeiidiiritJhird�Party-'Yes .configuration for.the HVi blade, W-O" for +64, -72. p.s.T.,-iA*.S;D; load for HVbladeifor Keystone mountings 71=0' psJ, fo 4netois; ,stud mo,66tingsa"nd's'-O" forlit) p41. for'HtlIA working in unls6n. -See'sheets 7; 11 -and 20. eespectiviily,bf installatidn drawings fok oh!rspans and pressures. bohiair y 11 - 2601 1 YaWS16n6 Road, Tallahassee Ft_2340 ph.ii'ei s0,*646 tfie Stifii offloddale an ANEEO eiapioyar C-opX6 ht 2007-M3 $"to of Flbrjdai Priyp& sigieffiont &Ce651160& SiatprnAnE_:i Refund Statement Under Fibrid a law ,,etnad oddrasse,4 are publft ietOds. lf;y6u do not went your 04�ill addrOtsl*iiale4sed-iii.eigp6f3s6 to a pubi!c4ecords request -do not send olectivnic rnaifto this vntky..14steod,.contact the office by!phooe,or by traditional rnail,i , if . you -have , a . ny.quei�l'on"s,-ple"ase-mn'tact 85G.407,1395. "Pursuanr to Soct[04 455.275(l), flcrlda Sithtittis,,:offeLtive October 1, rS. most I prt;vldi the Oi'parttwiiit,lwlth� an ainad atfdr6ia if they have one.. The emaits pravide6 may be used f , or-offi6al communication with tfWficense'�. HoweVei�imal( iddreiies are publlc'Yei�6rd. If yo , Z.dq not "h to supply 6 personal address, please provide the which can be roode "allalafe to,tW publk. Toliietirynlne if you aM a jicajseg under chaptoP455J,5:. P!ease 'click hjLoo , Produict Apor6'yal Acc.p6- F;M E4 . M�' GENERAL.NOTES: 1. BERfiA NX' ACCORDION' SHUTTER SYSTEM SHOWH'ON Tf65 PRODUCT EVALW7i01i DOCUifENf (P.ED.j FLAB BEQd VERIFIED FOR: COMPLIANCE M ACCORDANCE WITH THE 2020 (70W FDIT"OF'THE FLORIDA 84ILOW CODE THIS AMORMN SHU TER, SYSIEY, S#61LL NOT BE UtStALE.FD AT HKIA XRWUY` HUfdt[C,A!;E ZONES: DESIGN WINO LOADS SHALL, BE OE7E %1 D AS PER SECIW 1620 O F THE ABOVE MENTIONED CODE,. FOR. A BASIC WIND SPEED REOIRRED BY THE JUMSZECTDN "(ERE SHUTTER WILL 'BE issrhLFD NTFH A .03tECBOFLV,FTY`FACFOIL KQS, .V�ElO A,9CE 7-1$ AND SHALL NOT ExCff_0, THE MtMMUM (AS.O,). DESIGN PRESSURE RATINGS' INDICATED ON SHEETS 11 THRU 15, 19.& 20. . IN ORDER TO VERIFY THE ABOVE CONDI11 K ULTIMATE DESIGN WIND UO" DETERMINED PER ASM 7-16 SHAM. BE FIRST REDUCED TO A-", DESIGN WIND L.MOS BY MJLTIPLW4G THEM ®Y 116 IN ORDER TO COMPARE THESE W/ MAX. tt,SO) -OE'M PRESSURE RATINGS. INOt TEO ON SkWFS 11 THRU 15. 79 & 20. IN ORDER TO VOWT THAT COMPONENTS AND, ANCHORS ON. THIS P-M, AS TEM.:WERE' NOT OVER STRMED. A 33 A INCREASE 34 ALLOWABLE STRESS FOR WIND LOADS WAS,= USED III THEIR ANALYSIS. HOWEVER. A WIND. DURATION FACTOZ CO-1 XO WAS USED FOR-VEAOFICATION OF FASTENERS IN. WOCO.. . .. �. .... .. EF �KVI �� ON SLRIM SYSMU'S ADEQUACY FOR WIND AND. LARGE' (653i1E IMPACT LOAD WAS BEEN VERIFIED IN ACCORO,WCE WITH SECTION 16CRt.2 OF THE ABOVE MENTIONED CODE AS PER. -HV MADE 0 '#01441-03, 10715.01-63, d1064,01-05:. d1214,01-W. 80317.02-05, d01i09O1-10 AND l0210.01-I1 AS PER 7AS-201, TAS-202 AND TAS-203 PROTOCOLS AND ASTM E"IW6 AND E-1996 STANDARDS (MISSILE LEVEE. 0, VTINO ZONES 11 2 &. 3) & d1220,01-10 AS PER TAS201, 203 & 203 PROTOCOLS LARGE MISSILE - -HV "IOW GRADE a: J0505.01-08 AS PER AM E-1COS AND E-1996 (WSS/E LEVEL D, WHO ZONES 1. 2. 3) W,= PROTECTION ONLY AND d 0725,01-W AS PER TfS 202PROTOCOL 2. W BLADED AND W WINDOW BLADE 8 ARE ENGINEERED TO WORK N UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF RISE INDIWE0 ON SHEET 18 3. BERTHA H.Y. ACCORDION PINS (HV SCREWS). USED AT TSAO%S KNUM4 AND MR CIRCCT MOUNT CONNECTION To TRACKS SHALL BE /14x275' AND 074xi.75' RESPECTIVELY. 410-HT MINIMUM SERIES STAINLE55 STEEL SCREWS WIH 1350 ke YfE1.0 STR94GTH AND 160 Imo TENSILE STR£NGMH. PINS SHALL BE COATED WITH BERTHA W DACWSHIEID COATING SYS7.31 AS MANUFACTURED BY APPROVED COATING AFPUddORS, REMWED 147TH AMERICAN SHUTTER. SYSTW ASSOCIATION. PINS MUST BEAR THE W MAtMD4G ON THEIR HEAD. 4. ALL ALL16NUU EXTRUSIONS StNALL BE ALUM!UM ASSOMMON ALLOY. AND TEMPER AS INDICATED ON SHEM 2 AND 3. MINIMUM YIELD STRENGTH FOR 6063 T6 ALLOY IS 30.0 ksl�A14D 35.7 W FOR EDOS-75 AHOY. ALL ALUMINUM DaRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SNN1 COMPLY WITH S£CTEOG 01-6 OF TiiE 2026 ALUMINUM DES'GN MANUAL, S. ALL SMV!3 Mil Ur blgR M 5TLU .104, ON .%IS = SERFS OR CDFImon RES rva COATED CARBON STEEL AS PER ON -wig WEER. 50 w MN, Yw 9iR'ENCTH, Mb 90 kai MIN. TENSILE STRENGTH. AND SHALL COMPLY W/ FLORIDA DUYDIND, CODE SECTION 2411.3.3:4: 6. BOWS TO S& AMU A-307 GALVANIZED STEEL OR AIS1 304 OR Sib SERIES STA`A M .STEEL WITH 36 Hsi MNMOM YIELD STRENGTH. 7. SEE 'HE FMOM40 SHEETS FORANCHOR SPEgfHJ4TKKiS:W BLADE 0 z 12,13.14,15 AND 20 RV BLADE 0 & 0 WORKING IN UNISON: 12. 13 & 15 8. THIS BERTHA N.V. ACCORDICH SHUTTER SYSEpJ BEARS A US. PATENT 16'779-%2. COUPOK1,03. OF,T9S APPROVAL ARE COVERED, V WHOLE OR IN PART BY U.S. PATENT J5458,179 ISSUED TO EASTERN. METAL SUPPLY, 94. fl. IT 514ALL 0E THE AMPONSIOUTY OF THE CONTRACTOR TO VEPoEY tT1E SOUNDNESS OF 114);.sTtitI31UAE' W1LE13E SHilTTF"J•' f5 70: Ia"MILT j Et}iF 7D 0iSUW PROPER. ANCHORAZE 'L tHFNACtOR;'1i2:5cALfCAtr�k:. ALL SOURER C64PONENT EDGES YW_4 RMIN, TMRUFASTV= IN CONTINUOUS COFYTACr WITH THE` EiJWNq-•TO PREYEt •MNGf'WUH. i[fiR,15,CN .. .. 10. EACH UNIT. MUST BEAR PERMANENT LABEL CIS A VIS!lR.E ER.itE AY1711 WARbF?HO NOTE I UtTING f•ERIOBEi 0'1'-111JL8iEiAfdK,•WkRNWCS tiCjslC DliRfkTt; ;OR DINERS , MUST PROE1IE y, CtQSf 'ALLFPN'AAY.i1D` CEN1�7M5 AND L't/GAGE OR LOCK, ALL W AND. No' LOCKS.. ,. .. . 11. SHUNTER WCUFACTUROrS LABEL SHALL BE LOCATED ON A READILY VISIBLE LDCA7mco'd ACCOROlOf7 SeNCf61ER.-€N-AcoORiSAR.Qe M"Tt'4 S''iON.17' Mai, OF FLORIDA SUILD'NG C1F6f:. 6k tiis SHALL it PLACED FOR EVERY' OPENING, LABAM TO COMPLY WITH SECTION 1709.92 OF THE nORWA. BUILD=ND COTSE 12, BERTHA NV: ACCOFXWH SHUTTER SYSTELes NSTALLATNON SWIL C41MY NVITH SPECS INO.'CAYLb (li j ES,611 ra PiUS'. A4{9�� BUI31fNG 3iij[I �IOFNW(Ay1$CULATIONS PROVIDED -Bf<`T tNEr JUR(SiYCF!CN WE(E>'(r ' PEWIT IS APPLIED TO, .. TABLE -OF-CONTENTS. GENERAL ,NOTES SHEET 1 SYSTEM COMPONENTS 1-20 SHEET 2. SYSTEM COMPONENTS 21-37 SHEET 3 TYPICAL SOURER ASS&SLY 38-44 "SHEET 4 TYPICAL WINDOW -BLADE & WINDOW DETAIL AREA 2: RV BLADE (11) AND HV WINDOW SLADE L A ,(WHERE APPLICABLE) TYPICAL SHUTTER ELEVATION & NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F, CONCRETE/BLOCK SHEET 6 INSTALLATION DETAILS G-M, CONCREVOLOCK SHEET 7 CENTERM.ATE DETAILS W SHEET 8 CENMERMATE AL.iFRNATLNC DETAILS FFV SHEET 9 END CONNECTION DETAILS I-6. CONCRETE/BLOCK SHEET 10 MAMMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET 12 ANCHOR SCHEDULE- CONCRETE & BLOCK SHEET13 ANCHOR SCHEDULE- CONCRETE S BLOCK SHEET 14 ANCHOR SCHEDULE- Y•OCD 15 INSTALLATION DETAILS M-R, WOOD SHEET 16 EN3TAuxw DETALS S-X, WOOo SHEET 17 END CONNECTION DETAILS 7-12 & X, WOOD SHEET 18 ,.AREA.3;:HV• %NDOW'HLA©F &,ON Y TYPIm St)d7TEEt' ELLVATIOH _ SHEET' 2gF• A$EA_E_9-. �HV a�kINDOIIV• elA15E i1�'dEdtYW' . Tk.kKTlOtt'DETAES�MEFAI'STilD ;WALLS', .:.._. SFEEE{:.�-:: 13. (a) TF05 P:E.D, PREPARED BY IRIS ENcIi®T 1S 6i;te'FT6C AND NOT PROVIDE RF'ORCSTiTfOV cOR ,axS)Tf 9TE1:4F".0 P1fDLn IJrs. WI&F?£: TTIE, $RE': CONDTIONS DEVIATE FRC?At;;1HE. P.E:Ef (b) CONTRACTOR TO RE RESPONSIBLE FOR TtIE SELECTION, PVR*iASE AND tI.STAt.LAT1O)(; H LUD'NG 15FE:SAKETf OF ;FIS:t!lFOaUDT' 9n,fT9.'b,V TN>g; i?E.h.: PROVIOED HE/SHE.ROE§ H)DT•.D TE ktiOA('. r TMiS' DFtAWtNG. SHALL ONLY Stuw,D To :, THE CONDITIONS DETAILED ON THIS DOCUMENT. /XLYSR4L'CTIQN SAFETY AT SITE IS DNECONikACjO(L'S RE PONSSU `, (c) THIS PLED. Will BE CONSIDERED. INVALID IF AI.TEREO. BY. ANY MEANS, t'ECtAIas: IN -THE'% STATE-0 ,FLORf014 (d) SITE SPEOOTC PROJECTS SHALL THE PREPARED 8Y A FLOFNOA REGISTERED 610MR" O K AhdtRT£C1 WINGER. VIL:�COMIE THE ENGINE)R `0F RECORD (E,O.R.) FOR THE PR0k&'Ahb tWHO'ARL 9&' ... ... RESPONSI£LE FOR TILE f?AOWER USE OF THEP.ED. ENGINEER OF RECORD. ACTING AS'TFFYEWTED•ENCENFEk TO E P.CD. R1gNEEiT SFihilc'SU8U1[70 THIS LATTER THE SITE iSPCt11O`I114{LW46hi.5,;TOR REVIEW. (e) O*GLRAL P.E.D. SHALL. SEAR THE DATE AAD ORIGINAL SEAL AND SK,TLtTURE OF THE PROFESS'lINAL.yERGAfEER.OP-RSGORt1:: �(nnlnt. QIIn ILtto (Witte (n w...,, {i 1 ..:y u...�,. 11: G d 0 1l1C. No. 441 ' STATE Q' . Sl •. "10R4� ���/.SSlnx,al 7' ,F�r�AJ-^ Off s � TTLLiT BESTING & ENGINEERING COMPANY Iffik A 5L 3 Y.i4d'AF.I.,wmEm. L'LOi05A 3J P^�'R ('mvgm, "1 0 fix -, (305)871-1531 rrtlo[i;, lfiraco9usncem V ALTO A mLF Jr. P.E- YLORY:A 44WA7 ti �'sGal�cx, trineia-rs mr �nx-r -S Acc6rdiori: Shutti�r'�y�terii. � d�rnedana Shuff�r Systarris A83QC(LJftofl, lhic 426E We6lF4uds Drive WYESL ?`cim LeacR3 �L a3`437 Rv:a 0 Wf .. N4 nCSG+.Y+l$SSN F DOi1C L'RSKe By Nr+. _ n 1 MM- 7/2/7020 x . �•. 3DF2E.VNINU "Nt1 . =3... - „ 4OVFJt U UhUk}t. US f'AIENI.`.�E� 5458179% :' (}UAt (FlEb OQ USE xq .; QUAUFiEt7 }'Y1RYU§E iMf .HV BiJsSic'� � _ w � FiY £ � � FAY HDOW =BLAbE*: ` eoq; Jfs ,uxa x o T> Meca Quwrxm FataEu�Si�w•w rxv das B rs ALLOY LNG TEUKk 'S AErTAilOyS O> tISE t BIA6E �A O EET S9 AT70rTE W: dito assa}`. iA al t N sv< &aft oaa' v #4(2T{ 6,L"' el:AD'c x &ftY..ADFf OdR TRACK sass=zR�o rrz Tes.x1 ' .. sv A+iFtrt[� ra kuF?� w/ ttY .. 'kY I�Sa�a tw�,,� t1Ai.?F*. FdR t}SE !Vl- i+Y 6t A JF3cD RUSE 1vj icms-Ze,Aabr DTENTER„ �j:� Wit•, i 1 �Zjljr ftj?fMTr' p m OciYy - L n! ,',Yx i�4 ...1 mti.,... .,.7 i lz 11 EILIRQ,HEADEW '� HV HEAbEttISIL1, 1 HD CEiL!�iG H A at i 1. -: t t7 QUALrRMFOR Ft,P FOR' USE YI H4;seADE .T trx 13Lni,M MR, USE # 'tiU BADE eb53=T F tad t+o'TENPe ust �v� 8txo #3 HG W4MC NFAEtE 1Si11 sEe SEC11ON5 FOR YAL1GV,. ' SEE SE4SIOlV�r FOR: C}VALi�(Fii, 6(1R. u5E WJ F1tr 8QGS-T5 t1.10Y,iW6 TEMr^EiS' - '• ' . TE4tf'=.tF n , 4 .. An;:, 9. '.r a act S:_'- Etrnwcna one . .. tt iil �r� ... u"30�0. �1:7Ei.:3.-A"'-•' &92otn EASSERt4 kEAC.�UF'FlY b9R'r _ .8;vstim A y _441 --Sytiarns k�/tt% Y K1rY,ta 11.LUT-AmerTann 3. r��IEGEs#exrn4m%i gHar k1PW117+a .nkf STATE¢ ! "� ..{.),'_ . R:ir' {.59 ¢75� r !'n.:(..DS;Ms�t83i 268 -Palm G dq ����` west Ceacch, FL :W7 :: 1 20II�'20 16$ _- _• � 8•�—��`.."+.�, r-...._.. a6 2 293 ^4 tui�EAjof YOa" ab i7T f:+-T, t a_TW9a. SS ' f µ o - t , , �- a.ld H�+ CEkfiE#biAi _ .. r 1 iF? FOB us wj F+v :eu D�Q tY: � �, m :- 1#V LdCK,_, =.W .EGRESS LOCK ke$b 6.ALidY AT1 7EHPER ED FOR:"USE W/'HV SLAD.E ta& 1 ONLY 3oz3` _ t ' Olftil}f1t0 OR tY t F}ED FOR USE W/ fir , -•r. 6063-T6 ALLOY' ANO TEMPER r' 6Ll iE t 'd" ' BLAVE(V .ONLY. n ` OTT,T11Ftm r" USE WA'HV BLADE 1:,DNL' ?a $06Y 0i? 28. ; €6T: LLOY ND TEMPER' 7H' 18' 1 75G�. 9g� a •. af0i0@k � 1753� tt G{ 'h }.ps,• FtvETiNG s� f/4 ZQ x 3/d`� ,8EF0.� wYerwa 7HUf48raGttEVi 1 f d 2Q R UT* UR,, FRC T4AbAQi0%!` .: ( a s ' 3 S'Nz"liRl fi N• E7Y r�$'cc c EQUAL [,QiGK€R FdR "T" .ltiCFe CENTERMATE QUAJFTED FOR USE YV/ HV BLADE"11 QNLY HV . FERlAIE "T" LQCK CENTERIsdT E�3L "I' i�C 'AMOATWE LOCK 6063-T6 ALLOT AND TEMPER 7 QUAL:F:EO FOR USE t1Cj U_AUfnZD .FQR USE W NV QUAi}FEO FOR [15 NIf iv-8W1]E. /0N€7 0lJtllFita3 FQRt1SE W/ HV BLADE T OFt Y }yfHl�iiAi ELNLI QE,[t pNLY, • 6063 Y ALLOY AAD, TFMPEF- - 6MC Tfi ALLOT AND TEMPE . - � saa 31 T NG GENTERt dTEIt% LOCSIHS Qtktt €f7ED F DR 115E Wj HV ELADc d: A Y ¢ 4uALz qeR usE pr/'rev aLADci,�& Ta .. ER 6 FiD•'CEtJTERki'�i'E'g jNSERT`- i i vawt:a >z an Os~rTe' R pppiiijj} FlEL 60ft L15E VY11V B1AUE�T,)8r'; a/o wx SS •ot 3/Sa:ta ,� 6463-1fi •AtI,DT ' ACCT4:tiwuD<.At4i�l��..e . DR ICY LL Ap OfftEO FOfi` U W/' fi3 $LJDE.,t { ?5:m ar z ' tG;C��3 .. 1 $ICF AI��StSd'i. ."b: REGETiT`NARDN ERRS£ E1KK5s5ERifS`2353'NGCti 6Gt>.LDIIt: sn�s T4`ntL4r aKc`T�Mi=Ex .,_ iijf ifs Sb 16 FETAL - ���7 j s 'jusrkL3Artc?r�. �41Lt REOU Re-n �i` o '.7HUk1�SCREWS . S�RIES',:5 ° iNUM�-n' t�vti€FtE usC tv Eiv SOEi Qn ' ". IlUD At TRACVaS FOR:'PROBER- fdENi)... OUNaT1ED F043:1)S& WP'riV'BLADE '..'_.. OUAL -1 F �C)SE:Ct/ riV'T_*fl ., _.".��}�:��i�i����G7T �ig�e_i%lvctig..1ll:l�tatT�`Zdne: _...., _ -:. AitT20 TGSCt;Q9i+: _ _ �2020 SI�aLY T" 61 �i.�' i'. :i[ IiiCa [ih�i`c. er ShFuttY}m sr V . _ STAY 9 £ _ �Sm�rFcon 5hifffec Systertts lSaaocfetianr Ine 4� Eit'tYe F +/F't�% r i1LLft TEST)Nt; do fiPiC1TjEEk7NG iDi3P4#Y gee s 03Z F>t l ss a,aw a 11C i st, r':05)r' • ra r ; oar, wwQ sr- sw i . € oLD r-TD? AJt,tt 7/2zbze Z' I 1 }n �� F4 1 a� +" j3US377- aTQ Fa T T53' o-poi. cau�a a+.ren. j �iT'08Lf9a+iffi 4Yest F'elm' Lca6r, rL X3407' 64 �� � 5M* ,,/5}GNATURE f GAT, - .�..� .. a ol• io A SHUTTER ASSEMBLY' SCHEDULE FOR " 4Y -..HV -Q HV-A�, tp HV BLADE I W BLADE IA HV LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING HY, NYLON HAT WASHER HVWHEEL CARRIAGE AISI 302-303 SERIES 0:870"x3/16' THICK NYLON WHEEL 0-188"o AJSl 302 SERIES S.S. RIVETS HV 1 -3/4- ACCORDION PIN W/ #8 HEAD ...... .... . . ........ . .......... . ... HV 2 3/4" ACCORDION PIN Wl/ #8 HEAD POLYCAR13.ONATE IMPACT RESISTANT HV WINDOW EXTEE10R' 13- F 1- OR PIN �IEQU 11 -] I IREMEkfS AT EXTERIOR SLAIDE KNUdU FOR RW B 01 OR (1) hV PIN 61 SHALL ALWAYS BE USED AT ALL ErtERj0P BOTTOM KNUCKLES OF HV ACCORDION SYSTEM `k/ W HV (9 BLADE, PIN HV P-N @ MAY BE USED IN Lll-u OF AND ON �xl 'c ,2, t . ,EXftRf6R BOTTOM KNUCKLES OF HV ACCORDION SYSIIECWPKIOil�lpwlii;^ Ak, (Ste 4 CORRESPONDING TO INSTALLAIRON 'I BLADE WHEN C 04A- (31 Hv PiN 0 OR -W/ 1/2" O.D. 1/16" TRUCK S,5-- Wl SHALL BE USED FOR -DIRECT MOUNT INSTALLATION PER`i'0041�,, A, SHEET irk! 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SCHEDULE L+ L �! �E',A �(SEE i'moma wow, VA W&M V-10"a g L -W -367� —V-,V —1 —a- I V'�, 20, .5Zif 1107. W-4 -7--i �---7 iis 61-7-14", Zffa -7- Na STA Cif W. ckkIV, Lbwl' Ykv/ 40"MmK", CONCRETE WOOD 1. MANSORY M, N, 0. P a, MOUNTING F, K & L R, S. & V. FLOOR/CEIUNG G, 4, 1- 11, J T. U. W & x MOUNTING & M !L=Ulmll;lIIUTTER; SPAN 'L+' OR 'L-" FOR -n: 00 '05 1 1 SHALL BE" LIMITED TO ,.'ON PRESSURE RATING. t HV CORNER C0riERMATE.#3 MAY BE USED AT ALL MOUnNG INSTALLATIONS, LOCKING SPECIFFICKIQCNS SHALL BE AS' INDICATED ON MANDATORY CONDITION #2 'NOTE #5, SHEET S. ttEXCEPT THAT MAXIMUM SHUTTER SPAN -L.- OR 'L-"+AND MAXIMUM A.S.D. DENNG PRESSURE RATING FOR 41,1STALLATIONS INTO CONCRETE. OR CONCRETE BLOCK SHALL. BE LIMITED AS FOLLGM; I- CONNECTIONS TO KEYSTONE MOUNTING LIMITED TO +64,-72 p4l, AND 8*-0" SPAN, SEE MOUNTING ®.ON SWEET 7. R -=ARATION TQ:,GL&SS SGH.RU 7LE WIND ZONE MINIMUZONE'AY]ON STIVI E-1996 SEPAR; 1 THRU 3 11 a V: BLADE emjD: TILTMO. 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BY OrWALT, INC, AND OMMBVn BY ALL POMS SCOX BOLT NSPECIALTY COMMY O'R MY=TNCL. ,O7gANCl& OTHER APPROVED UCENSED OR AUTHORIZED VOCDOR, FIX43TERD WTN THE AMERCAN SHUTTER SYSTEMS ASS0CVT)DK INC. jc .S W) :ALL PINTS.SCUD-SET Norm. BLUE TAP W1 CAP Al) VINNUM MOMENT KTO POURED CONCRETE OF TAPCON OR TAFICON Wn ADVANCED TwTADFOw rcwtu= ANCHORS AND, umck+ -TAPPER+ ANCHORS IS f ?/4% AND FOR. BLUE TAP W/ CAP ANCHORS 5 1 1/2-. A,2) MXWM EMBEDMENT OF 1/4*6 z 3/4' ALL PINS SOLID -SET ANCHORS SkAU BE 7/$* NID THE FIGURED CGRMM-'W EMBEDUMT ,♦5EE'IAaP80:S:ill INTO STUCCO SHALL BE PERMITTED, 1/4-0-20 SrOAACHINE SCREW USED SHALL Be 1 1/2- LONG &wITMUM sHm",sTU= MST, AND USE FOR 1, MR" FOR wm WITH NO mcco. A.3) IN CASE.Mif PRECAST STORE PRECAST CONCRETE. PANELS, PAVERS OR ANY Mar, BE FOUND ON THE MS111NO WALL OR FLOOR, RiCHORS SRALL BE L6f4'ERXXIGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FIN -SHE& ANOWADE,SHALL BE AS'IXDfCATED ON ABOVE FOR INSTALM-INS ON VM, SrANG CRL ElpS WITH OR "HOUT METAL STUDS CMJSLLT THIS EmmqCm FOR =1L.211WEIFS WITH METAL STUDS SEE SHEET 20. (8) TO EXSTIMC CORC-CM BLOCK (ASIU C90) - 114'0 TAPCOM OR TAKON VATH ADVANCED THREADFOW TECHROLO.-Y ARCHOPS, As Nj%NUrACnM BY 1.1r.W. BUf m. t/4'9 x 3/4' ALL POINTS SCUD -SET ANCHORS, AS, DORSWED BY ALL POINTS SCREW. BOLT & SPECIALTY COMPANY. I/4'A BLUE TAP CONCRETE ANCHORS W/ CAP AS MANUFACTURED MY FLMM FASTENERS CRRECT, INc. 1/470 TAPPER+ ANCHORS AS MANUFACTURED BY DEWALT, Del, AND DISTRIBUTED BY ALL P(PATS S=.V, BOLT & SPECIALTY CM~ Ot ANY OTHER APPROVED UCENSED OR AUTHORIZED MOOR REGISTERED WITH TK AMMCAN SHUTTER stsrEMS AsswAIHW, ov_. MOTE& 9-1) MINM" DAMMORl' 090 CGKJtETE MOM OF TAKUNI. BLUE UP W1 VP ANCHORS AND WIPER+ ANVO16 1$ 1 1/4' AND IAK%X V"rH ADVANCED THREADFORM Ta%NMJY-y ANCHORS (5 1-- 8.2) W.WUM EMBEDMENT OF 1/4'0 x 3/4^ ALL POINT S SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED LqTO THE CONCRETE MOM to 06EDWW Otto STU=0 Sou BE rm"Tim. f/lV 0-20 S.S. MA011KE SCREW USED SHALL BE I lir Um WwUm SHOULD STUCCO DOST. AND I' MNUM MR WALLS WITH NO STUCCO. 9.3) IN tk% THAT PRECAST gotE• P=,W CONCRETE. NRELS, PAVERS OR ANY VENEER BE FOUND ON THE DoVnma WALL OR FLOOR. ANCHORS SNAIL BE LONG UA=H.TQ REACH THE LM STRUCTURE BEHIND SW WALL FIRISHES. ANCHORAGE SNALI.. HE AS VOIC.ATED ON NOTES ELI) & 13.2) ABOVE. FOR MSTAUATIONS ON VIM SIDING OR WS WON OR VIIHOUT ANETAL SILOS CONS= TPrS ENGINEER. FOR INSTAUATION INTO EIFS WITH METAL STUDS SEE SHEET 20. MCHORS SHRILL BE :� SCHEDULE BELOW WEbdg 6mm"Mi-, A iml A 0. A. ENE D-ISTA tit UM&UM ANCHOR SPAGINGSWit 00'rm bme qwmcd 6VZATED GELV#., FOR IH -9;, =,11",T . 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