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riuilua J3uliuulg Luce lll]iirie R E C E I! D MAY 17 70.6 Page 1 of 2 OR 7010", ' `� 3 ��` .• �" �� 7^ `..a -�' r. s . RIL QiSyP rlon� ate{ aCIS Home { Log iny user negistretlon! Het Tapir Submit Surcharce ! Sias&Facts oubuwsora I Fac staff i eCtS Site Flap i tfnk9 Sea;&, i BU5(nFos ;,� FILE py Professi ►i'IQI (bum:Product Approval No-user Reaulation, J ' _Bnduct Aoow al Menu> uc: ,�Qpd;ation searci:> >Application Detail FL# FL389 RS Application Type n i Code Version 2014 Application Status Approved I Comments i Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley @eastern metal.corn Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email I Category (::Accordion hutters fSubcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 91 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tillit,Jr.P.E. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ( s Validation Checklist-Hardcopy Received Certificate of Independence FL 89 P,8 CO! HV ACCORDION CiiiO�vHJtiZ�l Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence oP Product Standards Certified By Sections from the Code I I hops ©ridabiiilding.org/pr/pr app._dti.aspx?param=wGLVXQwtDgvYYHH2vJ �3lvlws... Si2/2016 I Flunud rituilullig t-oue V11111le ?age'L 01 Product Approval Method Method I Option D Date Submitted 0412912015 Date Validated 04129/2015 Date Pending FBC Approval 05/0712015 Date Approved 06/22/2015 Summa ry of Products IFIL# I Model,Number or Name Description 399.1 Bertha HV Accordion Shutter- Extruded aluminum Interlocking blades retained by tracks Blade'3-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 086 Limits of Use Instaliation Instructions Approved for use in HVHZ.No FL389 R> 11 A,S.S.A.INC. D&1,MC_-J2&- 1 i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc, I Impact Resistant-.Yes Created by independent Third Party:Yes i Design Pressure:N/A 1 Evaluation Reports Other*Large Missile Level"D";Max span is 12'-7"for 35 psf fI382 Rz3 t.E n5.q INC positive ASD load and 13'-0"for 35 psf negative ASD load Created by Independent Third Party:Yes the HV3 blade w/o Window blade,S'-2'for 110 psf ASD load for HV3 blade w10 window blade and 8'-11"for 62 psf,9'-6" for 55 psf HV3 blade w/window'blade working In unison.Max.span for HV3 blade w/o window blade for it installations Into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84"for+64,-64 psf.See sheet 5 t er spans and ASD pressures, 38912 Bertha HV Accordion Shu--t-ter-Blade Extruded aluminum interlocking blades retained by tracks I Only-(Non-HVHZ)-Orwg 15-085 (top and bottom)for storm Protection Limits of Use Installation Instructions Approved i FI_3$9 R if A S,A.INC. DPW- for a 2-_0&ITS Pdf Approved,for Z:Yes Verified By: American Test Lab of South Florida Inc. Impact Resists Created by Independent Third Party:Yes Y�' Evaluation Reports Design Presse NIA Yes !71'D".Max.Span Is 16'-C" Other:Large m FLla RLAL&�.5i p.s,f negative ASD load depending on centermates and Created by Independent Third Party;Yes locking rod configuration For the HVI blade,8'-0"for+64, 1 -72 p.sf.load for HV blade for Keystone mountings 7'-0"for I +75,-75 p.s.f.for metals stud mountings and W-D"for 110 p.s.f,for HVI and HViA working in unison.See sheets 7,11 and 20 respectively of Installation drawings for other spans and pressures. .............. 389.3 Bertha:HV Accordion Shutter- Extruded aluminum interlocking blades retained by tracks COMBO-(Non-HVHZ)-Drwg 15- (top and bottom)for storm protection 1084 Limits of Use Installation Instructions Approved for use in HVHZ-No EUSK-3-8-IL—A.'S ALjN GRWG��IS-(' 4-At Approved for use outside HVHZ.Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design pressure-NIA Evaluation Reports -other,Large missile.Max.16'=0'span at 30 p.s.f ASD load for Blade 1 and I8'-0'for Blade;2.See schedules on sheet Created by Independent Third Party;Yes 12,25 and 28 respectively ' flack Next contact us::19.40 North ManEP-9 Stme-,.Tallaitg=D. _V4 3Q�9.EL The State of Florida Is an 1W1EE0 employer,CCQ)jj"&007-203 S late of Florida :;P1iVA&y_%Aklpaa not want your nal not send It address is .6mle"od; Mpon,,Otoapubtit, request,do Under Florida law,ernall addresses are public moords.if you do 7.1395, ejectrowc mail to this en".instead,contact the office by phone of by traditiOnal mail,if you have a ny cuestions,plealle contact 850.49'7th an :Pursuant to small eddress if Section 455.275(l),Florida Stah&eS,effective October 1,2012,licenseesficansed under Chapter 455,F.S.must provide the Department�i tjieyhativ one,The emalls provided may be used for official communication with tne 3icensee.ilo'A*Wr email addresses are public record.If VOL)do not wish to supply 8 personal address,please provide the Department with an email address which can be,jr.adle available to the public.Te determine if You are a=,'Oensce U"u"r Chapter 453,F.S.,please dick 11VA.. 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J � N. - t-....._...._..- b-8571' °3'=• 5 �RU'frL80° ARTER (1)t�v_ SOLiD SIdD� THV UNIVERSAL FLOATER o QUALIFIED MR USE W/ COVERED TINDER U5 PA[- a458179 Ol1MJFTED FOR USE W/ HV HLADE(D .j HV DI ECT IiV BLADE(I' (..� A f1 TEMPER 6000-T6 ALLOY AND TEMPER QLIrLI GD FUR US�E W i1V USCF: LIMITATIONS OF USE OF BLADE ON SHEF1' 19 ULADE(t) _ • - 6063-i6 ALLOY AND TEMPER .129- 4063-46 ALLOY AND TEMPER - I - ,GDS iI V� 8)a� ._- :87(5.---• 3 I _. ^.96•�_._:y.�..t 1.000 ry t .6'JG .._...............__� .v 177• ��� N G! �SIt DET ' _.. --y ----. . Q7)HV ADJ. ADAPTER W/1-11P1� a.csa { , it _1.,375-._ QUALIFIED FOR USE"W/ HV �1� HV WA�OVER TRACK � �6�NV AOJ. FLOOR TRAGK BLADE UUALIfTEO FOR USE Wj HV :'/-•v TRENCH TRACK •x55 ])59... .....__T 6063-i6 ALLOY nM0 a. BLADE(1) OUALIFIED FOR USE W/ HV DUAIJFIF.D FOR USE Vell HV 6063-16 ALLOY ARD TEMPER BIADEQONL`(. (� HV RAINGUARD BLADE 1 V!w'nE5 tA1fi 606�T6 Al.F ANO ILT.iPF.R OVAUFI£OFOR EUSE W/ HV t' 1.016' VARt I,D36' 6063-76 ALLOY AICD TEMPER LOW .. ..063r, _ o63" �� .100' .. a G6G' n I °o � •_725• - Y.._..Y" 4._...........'"' -- 060• -:i .._......-.;_ ,q •'(p.�S,� _ t HV HEADER/SILL ; (V (9/}SIV CEILING FADER l. �"�Jap C IILUJI D� L O LIFTED FOR USE W/ HV BLAD£/11ONLY, QUALIFIED FOR USE W� HV BLAU' ONLY HEADER/ ILL Nom„''' 6063-T6 ALLO AND QUALIFIED FOR USE Wj hN BLADE(j) �4 �.D 1,(jAi��i, , SEC SECTIONS FOR VALIUI SIFE SECTIONS FOR VALIDIM MAUFIED FOR USE W/HV 6065-T6 ALLOY AND 7LMPER 6063-I6 ALLOY AND TEMPER GLADE Q ONLY. 6063-T6 ALLOY AND TEMPER C04PONENT A a . T1 .-TT L �LowlT7 2' 5'FAAtC. 7/8' I/8' S• 3' 0.090' . 1 IE 2• 5•MAK. 0.192' 0.192` ' SIDE ANGLES --.-...D__� __. _----- -_- _ ........... �- CORNER POSTS QUAUFIED FOR USE Wj HV ALUMINUM ANGLES C� 2.s' r fox aiDn- 0.100• 0ALIFTED FOR S W/ HV BLADEQ OUAUFTED FO USE W/ FFV -- — _ BLADE t' 6063-76 ALLOY AND TEMPER BLADE ONLY. 61)63-16 ALLOY AND TEMPFU 2 6 MAX. 0.139" 0.131' 6063-T6 ALLAY AND TEMPER tlomm BUILDING CODE Non High Velocity Hurricone Zona T2C�..J,��� zEASTERN LErnL suPPv,tNc BERTHA FA Accordion Strutter System ■ s ■ Kv.wM#1 W/OR W/o Kv.mm eta» _, *. Arnoriean Shutter Systeme tlacoPnO» DATE-02AW4 er. N.L. w4 = TLWi TESTING bt ENGINES MO COMPANY - . cr= Aalsoctatton. Ino. t an 1T-T92 d�3 is DATE 4/1a is =lu sL sta aos h¢oeeA OVmar rtaaat 3a1 "LORI .=F tv Mwao-(ao3)Ui1-I&M.wx.(aM)071=1633 -- --4268-Weskrocds Orive--- - -: — -DRAWIR�o $�O� .• LDRt�:'gi p` ^ ,&-1,tv�aoRd.cam West Palm Beach. F7 33407 a „085 ED-,�/ SCS••.'....•• ��� WYTFR A0 4 �LLTI�d�,17.E -. !ip SJ NAS 1�..-. nDW&VC,0 44167 -5 - -'SHEET - 1p.E S�Nt&lI�i(RVN4`11�tE/DATE 6 2 -20 -M CAST ..................... -1 .,AD ;(14' ............. 705, fm Inwo i "Con Fwua 1.0 v:0 SSI&S. AINIFU "tzW 'o. w (2 TWI kloul.m EXIku ZA10. .745' ¢.............. ......... ... . ....... .......... 5R F- .875* 16.1 5i .KEYS IA 4 pvw) NT R F HY EGRESS LOCK r QUALIFIED rOR USE W1 I-IV QUAL E IOR . W/tiv BE 7),Y. 'S'. Y (�2) QUAUF1ED FOR U ONLY.IN 6093-16 A TEMPER QUA,'Fr,wgtTsl/ BLADE(I I& ,q ONLY 0065-'s ALLOY A140 ;EMPER INER. CENTERMATE BLADE. ONLY. ...............................T VA�FIED FOR USE W/ Hv BLADE Q)ONLY -Z.,D,0.0. 6063-T6 ALLOY AND 1XMPER PLA',X tIEAD 4kW n.W" -."360*AFTER RP rEIINI BEFORE RIVEIINO 1/4x 3/4 T H u M'M C HOW J Z4" — 0 20- RIYMYT* .......... *,MESSw,AiNIMM(=4-73 AU04,MG'-ILANOf T)IIN 911ticr tWSMY.PART I W20.A5 AMUFXIUOP(ff AVOEL _4 ............I X, CHECM IftofM,PARAFftm.New 4WEY 01054 OR EQUAL Put A FROur Et MON HY MALE-"T* LOCK CENTERMATE 4 S' I NY "T"... ALTR �_7) Locag Fog "T" LOCK CENTERM QUALIFIED FOR USE X CEN ALLOY KV BLA E H FEMALE Y/ 0 I)ONLY _LE 'I" LOCK TERMATE QUALIFIED IV A I QUALIFIED FOR 1.15E I ADFEO%UOSMELYW/ I 6063-TS NO EWER QUALIFIED FOR USE W/ I A/BLADE ONLY W/HV 131ADF ONLY. QuAtino. FOR USE W/ Hv alAuE(DOOLY 6063,46 ALLOY AND TEMPP 6063-T6 ALLOY AND TEMPER jum 7 _7HUMSTURN CfUNUER OR ITY CnINDEA 21 .214 -, 545' 61 .125,M_ ---------- $Q1.,11'z; HD CENTERMATE W/ NO LOCKING HO C 3 —OCKING SQ QUALIFIED FOR USE Vil 14V BLADE(I)& QUALIFIED FOR USE W/ HV BLADE(j)& ND 6063--TOAOY,AND-TCMPER LL 6063-76 ALLOY AND TEMPER NTE V=5 INSERT VMIES I2'MIN QUALIFIED FOR USE HV BLADEQ)&Q0 ........... 4 1-10 S&Cq _---^----3 I a (3063-TO ALLOY NO TEMPER CYLINDER YRUN1=06- (scr DFTPAS5 OR KEY CYLINDER ii LOCKING ®flLum USE W/ W BLADE 10 20, ASI 304 By REGENTMRDWARF MORASS LOCKS SERIES 2333 WOK DOLT LOCK. 6053-T6 ALLOY AND TEMPER HV 3 "0-16 ACETAL '�ERIES S�& TH QUALIFtEO FOR USE W1 Hv BLADE(D& CA '1% f5)INSTALLATION WILL REQUIRE A 7/16" HOLE THUMBSC ORILLO) Al'TRACKS FOR PROPER EMBEDMENT ED Fqa% QUALIFIED FOR USE W/ HV ME(D FLORIDA 01M.-LD1 CODE(Nori High Velocity Hurricane ZorW, A -R- 0 2.015 EWM METAL SUPPLY,INC, ............ HVTm Accordion Shutter System 11LIECIOiNc. As.&A. -fiv.RAM#I W OR Rv.wwow'knx L iVI�;AVL. American Shuffer Systems TILLIr TESTING& ENGINEERIN13 COMPANYen9 OLD 11�192 311 DRAWING-00 — -W1.tiRea000vtoom West Palm Beach, FL33407 3 15-085 II wpinx .P.E6 -' . L_T I .A.nuff it P.E. SFAL/SIG14ATURE/DATE FLOPR4_Uc•#44147 v 0 SWUTIER ASSE/M��FiCY SCHEDULE FOR LI 1�� H 0 HV @ �, af8" " IZ"MIN. 1.' CE .0625' C4Z) a0 '3� TO MA)E.i P � _e Q HV BLADE 1 IdV BL .......... 3 i - In wiN(YJw BLADE DM' MFly y Y—Y E"s �ql . � . ® HV LONG RECESSED NYLON BUSHING --Nr.v i ;� Yj4UC, oPErsl __._...... __._...............__._��_.__..._..... /��. ;� y � 1 (T1'r') t•° 0.042 HV S RT RECF;r[D NYLOW HUSHING _ , v- HV ON HAT`NASHER 1 O GR ( t _ I i 0 N R1.7150 j `3%50 t V,1.,," HV WHEFL CARRIAGE. A;I 302-303 SERICS �+`.) I ;v:s `� ���07.e750• X 0.870'x3/16"TIiIGK NYi_UN WHEEL. .�J- i lJ � N -' Hu WINcuwz /a'NPI. .. -,' 0.188"0 ASI 302 SERIES S.S. RN'e75 --__..L......_......... p m toN 5 a3a- 37!3GW i .... �__...._._ ._.............._....._....._..._...-....._._ .,0625 n 042 (4J�i HV 1 3/4"ACCORDION PIN W/ Ila I-Im * EXTERIOR 1 1 +ht� Ii; OPENINGS ��'.�� �-����ON g7NT/4' HV 2 3/4".ACCORDION PIN WJ P8 HEAD _ i��,- 4 " (E 2-1/4 ;cam' 4 0 i '7 .. ... _.... 4� POLYCARBONATE IMPACT RESISTANT HV WINDOW i' ` h_ •� i ti RE FSI TYPICAL. HV WINDOW BLADE �iAl AND L___........ -_i -' pDLYCARBONATE HV WINDOW DfAIL ff Ir 00R or @ . � L I W*.s. I SEE NOTE EOR I I __ ............... ..-_........_.__ ..._. *�l ` REWIRRAEHIS) (D OR )3,t, ,k1v,,munoy/� ( I BAYER MAKRL>I.ON 3103 POLYCARBONATE >c x } I Ii0'tinvs a E CD ISN40VAT1VE PtASTICZLEXA 103 RESIN y _ ........._..,._,..., I g jI I I I (SEE NOTE -F" ON SHEEP 19). F=9 CD OR (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR - X16 I BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 10 OR I � ` j POLYCARBONATE SOURCES FOR 44 HV 0 BI.ADE. TTr f 1 I EXTERIOR wwanr. eosnr " R ASS me;bJ MGC PRa�ln TWiMN) BCA "- Yanloavaa .T.S. HV PIN©2 OCT? AT esPOn7ee eirm'IG. Icai (2) HV PIN Ig MAY BE USED IN LIEU OF (9 AND ONLY Nr xr oR_. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W H SIAM'S MUCKLE. / {SEE NOTE*EOR WaAm AM W02 wo%11'n oA43 Ib/k BLADE WHEN CORRESPONDING TO INSTALLATION "It", SHEET 7. v .0413:' _ 3 REavIrtENENTs) ' TPmaE vw snecn+ AM SIMS 4AGo P.1. 0.+w P.L 1V. I J - nb.,rt.sr om,m mD ---aw vna 121500,P.L -11,406-tW- (3).HV PIN 4Q OR ®W/ 1/2" O.D. 1/16" THICK S.S. WAS O i I FUNIM.WV= ARM VM wAroo�-'J. aenoab"I SHALL BE USED FOR DIRECT MOUNT INSTALLA'110N PER DETAIL. X, ° I AMC SHEET ® :10=0 Ow AM NIG 1s r1-M& 17 R-". WX W-kL CARRIAGE DETAIL PAIS Dorm Acne 06r,DIM �2I: su z M re1.s. iJORLY LAYOUT n+re or ouaa+s ACN sss. c-1 wss o-1 uws N%s bar 1=04A'ZIfem Iwo•r Sao•r 1 A51Y Gi3S iQFa"31Epi41M,1'fei GEJ. AKIN 814 13M Rsl. 5.0 pw. C1� SIV BLADE SOLID & 'f- NV W�LDOW BLkpE DETAILS ""°g "�"'"`�° A`"°� °'81°" �"°P.T. N.T.S. fl{}RIDA BU (Non HighVelocity Hurricane Zone 0,2910 EASTERN MVAL.SUPKY.INC. BE HVTM r�` + Accordion Shutter System 9�.lE r: rN c. • ■ EtY.auoE�gT w/qt w/o RV.WINM FLAX l~ TICCIT TESTING k ENGINEERING COMPANY Aft! f18C Sysletn8 exsclm un 1c auxN erlaan Shu sv, _w. W. s *5 AssoaMon, Inc. 1 OLD 11-192 4%1 15 DAT . 4/13/15 O' -- Ph :(306)971-100.P°..(MS)371-1331 4�$ Wesfroocla Drive-- s - DRAWING No ---- �t1`�i•. R►DA :'tG��` s-man:almmabelicmO West Palm Beach, FL 33407 3 AIAL EN�'���" WAUERADaA,u.P.E: w 15-085 P.E.��g 1/Hi61`�1fURF/DATE ar 31 1x,a s41s1 so SHEET ...20 TE KS AND CENTCRMATES: S T l ill ONE I=63 E:USED AT 1 p /2 OF SHUTTER SPAN FOR ANY SPAN If OR 12 ABOVE OR ( W . F,�� VIM SPAN Up To I as" AND FOR INS rp OM g ANY But, Ell-MATION. W=5 MAY USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED T wl 0-20 x l,2'LUNG FLAT HLID S.S.M.S.LOCAUDN OF LACK SHALL BE(A AS 11DICAM)Ott 2. IF D F.D.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, Up TO TWO W LOC, OR Y B SED AS AN INSIDE OR OUTSIDE LOCK.CONNECRUN OF LOOKS'To CFN*rERMAja- DR _'5 tNl BE AS' ON NOTE(1)ABOVE, Lo� �Zll s BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. V-LQDM, LOCKING RODS RRICANE POSITIDN, BUT MAY !(!Ui-lE�-llMl.ZlMQF, LOCMG RVOS OR AN ALTERNAMF IOEMCE 11 USED IF D.9jREU To ENHANCE StJUJTER PERFU W ALSO BE USED AT sTAMNG POSTnox(NON ttunfw: r POSITION). 04- ON 1 23 FS BE USED AT CORNER COMMAM;FOR ANY SPAN 5TION1 AT VE.01AE10N. HV LOCK or S14ALL BE USED AS AN OUTSIDE OR INSIDE LOCK, T; _V1A , C HV LOCK ANII'l lervi! F ATTACHED TO D#CORNER CENTERMAIE 5((2) 1/4 0-20 x 1/2-LONO FLAT HEAD S.S.US.TWO LOGM43 RODS n 0 1 AT TOP& M SHALL HE USED, LO TION OF WCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. IMIMUM SVUTMR SPAN SIALL BE DETERMINED AS PER SCHEDUUES SHOWN ON SHEET M RATE 14V LOCK 0 LIVAY BE USED IN LIEU of FOR ANY S II i LACK.ATIACHMENT '39i 4 ixi t F+liti. InF Hv LOOK il ZO IS At ANY ELEVAIROW AL NArE LOCK-0 EMY BE USED ZAM M OUTSIDE L OF 1/4'0-20x3/4'S.S.MUMEISCREW TO fj)OR t CENTERMAITS SWU BE MADE W/ 1/4"0-20x3/4!'ALUM, L2Sin Xis RAINUT AS SliOWN ON SECRON HVZ SHEET B, ONE LOCK SHALL PE USED AT 1/2 OF SliUFTER SPM OR TWO LOCKS AT 113 OF SHUTTER SPAN. 6, MANDAMM QQNrl MR KMWM M9UNTINQ INMALIARONS' ONE I-IV LOOK q.)or iF4 or @ SHAW.EfE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 1V ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS Up To W,AND FOR INSTALLATIONS AT ANY LUVATION.HV LOCK @ or @ or @ MAY BE USED AS:AN INSIDE OR SEE END- OUM DE LOM ATTACHED TO 4)or 0 SYMMETRICAL CIENTERMATE5 W/(2) 114'-2.0. 1/7.'LONG FIAT HEAD s-S. NE ONIt M.S.LOCATION OF ISHALL BE As fNDIcATED ON TYPICAL SHUTTER LUVA*RON.USE Or LocKM RODS 0 W/ If ON N =OR @ TOP AND BOTTOM IS COMPLETELY WNDATOW. to OF CORNER *M91111, QN HV "T—" LQgKS AND CENITRMATES.- ------ --—------ —MM jif ma-my CrIVIERMATE ONE ALTERNATE w Ir I= MAY BE I LED IN LIEU OF W LLoCXS OR FOR ANY STAN D WIALLATIan"AT ANY Eftle-VATION. LOC MLINY SE USED A$AN INSID OR 0 BE LOOK.ATTACHMENT OF LOCK INOLUDM USWG REINFORCING LOCKER 9LP,AS%MN ON SECTION MG.SHEET S.WHICH MUST BE 100 @ CONNECTED 70 CENTEMATES 0 AND I?W1 1/4'0-:2I)x I t/r LOM S.&THREADED BOLT W/7/8`0 x 3/31' @'-(7) 0-@-07 WIWNUT-OR-%Y/.1/4-0-20xi"' ,-MO A- MM LOCK MAY BE INSTALLED AT,MIDSPAN OR le- MAXIkVM ABOVE AND BELOW MOSPAN.USE OF�9111;98;ROOS AND OD70M ISI'MANDATORY. on (7) 00S &—cMARMATES- (RI ALTERNATE III)U=0 E USED IN LIFU or ICAL HV H E ELE MR ANY SPAN AM INITTAULATIONS AT ANY B.&AXION.ALTERME tM U= MAY SE USED AS AN=WS OR N.T�S, OR ' 1=1 ATJ�Mlxll OF RD I=0 TO is W/3 fe x 3/8' S.SMS,AND INCLUDES "ISMITT All SHO)M ON SECTIONS ROS-4M ANDIF.H.DC-FPLC,SHEET 10.LOW MAY M-MTALECD AT JE mosPAX USE or Locima RODS @ Is compwaT OPTIONAL CODE(Non Bic --Zo FLORM 9MUM h Velocl�j Hurricane n!, 0 2010 CASTM METAL Stpps.y,IND. BERTHA HVw_ Accordion Shutter System rc—6, AviSmSmAn Fiv.MAX#1 W/at W/o KY.%MMM M" IB. E ILLIT TESTING&EN AGM COMPAWy Anwfican Shuffer Sygems 0,M DeMaYM am OPA" STATE-OF Zt� VAGM GQ0WM ILO 33% Assoclarion, Ino. OLD 11-192 4/13115 roads- lIvest Drive-- ....... Went Polm Beach; FL 33407 .INN ED-MS710 Vt&TM A AJUT Jr._ P.F. RE RMMA ll�9 4410, 1 . a. skm- CONCRETE ANCkONS CONCRETE POURED OR�6NCaFTE BLOCK (SEE.SCHEDULE 014 RXQUIRED TWT 13) CON-wTE M"O" 7 ,I,ON 20 \ sc.flmu.. 1/4 CIYnWB R�Wujj D ftFUVIRGU CONCRETE ANCHORS MDUNTINO 6-"SIKU n SKC.T 13) NLqs a 12'O.C. (SIFE SCHEDULE ON 7 "E':r'3) ..r. ED EO,] USING 1/4 ;?.0 NUPS 12,O.C. . ............ .............6-�3 E. 0.* M" _43)ot, 280., o ..I- I " ` > OFUOWIL ,I ........... JAN.WAVJILN4 i MIN.SEWWON 10 GIAS'; STI11- -____(SI ":E EFTA �K OR Ext x SCI-MrLILE ON SHEET 11) GLASS txisnplu 'It IAN.SEPARAIION TO GLI"!; h--_.•----- C,ASS- HSEE q EXISW CHEDIAE ON SHEET 11)"'" CV&S (C)HV WALL HEADERANSTA HV WALL HEADER INSTALLATION "o ......................... .... 1.0. 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BLADE 2.-MOUNrING SOMMUS CAN BE COMBINED IN AW WAV TO SU11 ANr INSMArOk 'HE] M BU01 CODE(Mon High Velocity Hurricane Zone) FLORA BUBDI a 2,015.6kSTUt1 UEM SUPPLY.INC, \GEN BEWMA Accordion Shutter System AmSaSnAn KV.RAM#1 W1 OR WfU KV.VAMW ELAM American Shuffer Systems Mv.th Irsewan OM GRA"i of: UL TILIIT TESTING k ENGINEERING COMPANY ftsoclation, Inc. I OLD 11-192 4/13/15 0A1, 4 13/15. om X 32M st"V.3A VRMU Omm.FLOM 33101 rive __4265-Wol . - z DRAWING-No--- -.A.tlftoft �o). West Palm Beoch, FL 33407 15-085 WALTM A.=0 .I.C. SHEET -- TE 11DRIDA U.;0 44167 6 OF r....._._....................... -.0 POURED CONCREM ANCHORS 011a"i"Wou " " I C (SEE WHEDUM ON M(LO 13) __01 70 WV, E,,Swn SOW EDGE OF MASS RAB IF X APPL[MILE EXISnNQ ELI. 411AWE ANCHOR LOCANON WASH IWAD 12"D.C. -i rn orIF ANCHORSAPPLICABLE. (SEE SWCOULE .1, ..-EDGE(JF OF is, I SLAB IF a� SLAB.IF 2 J�I D APILICABLE V/Z ON.,IiFIT Ew,STI CABU CLAN POURED FVT HEAD REM ANCHORS POURED comme (SEE SuiEDULECON SHEET 14) MNOWE RMJRED ED" ,1 FON K!me PPOLM"..D.- REQUIRED OR CONCRETE 6�* POUREI) LrUY ii@W CONCRETE AWHORS Tex.SFPAvat,1UN U.— ...............f. rCHEWLE(u sima 74) .......... (SEE 11 TRENCH INSTALLATION 1Tkjc)ONLY f0k UP TO+70, -75 PSF A.S.D. (I HV WAM—OVER INSTALLATION DLSIUN PRESSURE RATING to FOR SPANS PER HV FLOOR._INSTALLATION 0 11V CEIUN JN5!&LL 110 WT AWMCED TIEWOFM 01 GLASS ....... J==Z1 L%V 19.to OO. 1/4 MN.nWVW.W 9 e Z Up To 41-e um IM ".e 1,03"M umm J —Tit W-41 up Ir WX APKY Q /4' __rT,,,,, 100 -Cu—- .-I �., WY- ims (a t JLv 9k- fiEg - tan c. i I-I on a I cotm smmr� T 0 W ala 114,,3/4 x HEAD =/qz us us vx vr um Z ANCHORS #014 4-CS.O.S. /4� OR Ilrf 0 S.S.I.I.S. CONCRETE Lak. W/NUT TO 9.D.C. (SEE SCHEDULE ON SHEET 14) "A • SWIMVI, @ D SILL) tAl wa Trim(accomw _J1 w314'F.H."-5. _PCVROD 0M11CRM SLAB r 04 7/8 APPLICABLE 9'O.C. SEE CONCRETE ANQQRS H(HF IZ(b) NOTE 13(b) L.-.. - POURED CONCRETE-.... (SEE SCHWLILE ON ON 511W I POURM-C DN SHEEf I 7 OR CONCRtM BLOCK SIIEEr 14) OR CONCREW BLOCK 'AMATION REQUIRED REOVIRED DIMONAL-j PaIRM PREWUM 6641 77 w CONCATIT MY WAM FLOOR INSTALLATION HV WALL wALX—QLVER INSTALLATION W-r AJUQH BY ZINGUARD INSTALLATION t t THIS DWINAAVON SHOILL BE: F—wTv MR C D_-EDGE OISFANCE RMOVABLE +wwoom.soF usE FOR (SEE SPECIFICh"S ON SHEM 13) ADJ�MTTO AN HV BLADE I-SEE SHEET 4 FOR TYPICAL StWarER OR Ew"CE ASMaLy INSTALLATION DETAILS W/ (I 2-MOUNTING SMKINS CNI ar COMMUIREDD I ANY WAY 70 S013-AM INSTALLATION. ...... FRUROMA W MKOn High Veloci! Hurricane Zone� 0 201&EASTERN METAL 9"Ly,INC, ....... HVrM E� 4 Accordion S systern /0 Kv. MM a" AwSvSwAw RV.WDE#1 W/CR WP KV- Amadcan Shutter Systems XV.Ik nL.UT TESTING& ENGINEERING COMPANY . # OLD 1T-192 Assoclaflon. Inc. 6/IS 1B lWfi 4f T3 75 6M H.W.�.St..Me.=.VJMM CNZDM.FLOWA 33W rMA tjIbwQ.II_ West PaIrh Seach. FL .33407 E13-OD06719 11 4 SION A), WALMER A.TILLIT niter FLOM U�j 44167 4_ Oz. ;M7510WRE/DATE 0 $ E FWD WALL CO C ��, Pd SF�iQ & is J ser Nm r,ON LOCKING ROD'i C�.>•' .IN I ccrs(?3 ar r._._........... •I ....... AN N:FF77rlATE NV LOCK Gy1 ON 5tilT.l r. 1 STALLATIONS W/ C1) HV LOUT �q, IN /�•-exisntic Gut ' �„_-.� FA01:SIACN DETAIL tFY>•IS VN79 FOR N.I. f' BLADE � HV CENTERMATES cENrrranTE AFmuO r�N VMI slAnep UE. END WALL CONNECTIPH �10�,��5 Y 11©y/• /��///1©+-7/5�az —EXISFING Gtn;s mom ON SHEM I Q- 9�`l fin./ 1:.� L \./ \.y ._.......................___ ..... D _' (srs.rrs ouo».uuUJ ......._._r_,.... APCOPPOSINGM117 w/(z)1/4'0 TON ,-/-2_°.•_....,. -- _ SYM_M_E �� �•��•F���� NdC1u)fih Trl<,Y7N:.(ir7F. GE._ TE, Af 5 C'44`Lr-a.�.: I7CJ MIN.SEPh2hT16N (MN/OOTTOM)8 ` i. @tOxS 4'S.M.S.Q 12' i — �. �� ._.�. 'LU CUSS (*)pO.,/e'sM.S.To TUM �C.ntw.LEN.IIT. � W/..._HV_LOCK,,,�J.-pr W/�IY l�K_v� (sft:SCHEOtiLF. At t MK:IE. ON ) s!¢LT _ _....... ......_.......... ------ - —� ........ .......... I r ..........._......_.. ......_........ .........-. * - - ... - --- ---._........... `J _._ _........_ _. — ..... — - _ ._L_ .._.....--_-.-.-------- — 1Q• �*�RfQ�,1J on HVA �R���n(2)-&0'@” � POURED CONCRETE OR C7 �4D•v•�"I 10,®RR i r' £XKS71ti(e CLASS OUhYXiEfE CK WAIL. AS., SL'M..M jJj1CAl,. ,� (' IN -�`�`Q MR4.SEPARATION 4—NL'! CENTERMATES 6 C._._._.� , , g o e TO CLASS C5 �Ic .. ® O (SFS SCNEOUI�fW HVIOCK .6 �P�R • - 9* 3- 9. 5oN SN EUMIN.SfFA"liN / ® � © © ._....._TO CUSS(5EE SCHEFLi I 1 V OIriTOOUT 16,D.D. — HVD OUT ` (F]STEROR) C.7 HVE NVF'** FLORIDA BUMIN6 CODE N.. #! h V.1—ity Hurricane .Zane . nlFlblp�i'''' 'K9 2015 osnti MM-THA HVTM St6'PLY.INC. DER A Accordion Shutter System i� moi.`o t►fe. M ■ KV..%ME#1 Wr OR Wfo KV.www RADE American Shutter systems ay.fk o=AJPwH . 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LOCK a or or or fail do AWNSORY PDSITNE A.S.D.DFS!N PRESSURE RATING. IID LOCK ®W/ NO LOCKING RODS ur ONE IiV LOCK or Cr�, 1 & W/ ONE IIV (.OCKS -- L_:W.ALLOWABLE SPNJ FOR A(YVEN NEGATIVE CENTF.R4fATES & W ONC w ' W/ NO LOCKNG R08S S. 014 W/ NO LOCKING WALL A, B. C, D. E, M. N. 0. P. 0. A.S.D.D 7GN PRExSURF RATING. / ODS MOUPRING F, K & L R. S,&V• LOCK N WlM'0 L.00KIRC RODS 0 TOP & (SEE 140TES ;'.'('t'} pun FOR NOU*71iNoa (2) PROCEDURE'To DETERMINE tAAX11AUM SPAN FOR 001TOM SFE NOTES t.It) SHGET 7) FLOOR/CEILING G, H, I, It, U r, U. W Fe X WALL.MOUNTINGS(717?/90TTUtA) OR FLOOR/CEILING: r/+1� CONCAE:TE:N.WOOD MOUNTING uAJmwN CONCRETE K L'AUOD WSTN.LlinONS V W-4- JN'1 -A" CJNCRFfE I M GIVEN A POSITIVE A.S.U.DESIGN PRESSURC FADNG, A4.6.DL,IaN r.«D.res�o+ ns.m,p1'vCx iNSTNlATtUfJS DETERMINE MAXIMUM SPAN-LA."rWM SCHEWLE. Ii44.rrS YJnLL.JA(7LMTtn•C FLIX7RJCLILWG tTmsvxe WAIL FAINJNRNG rRkw rtoos/COLN4 UOU4UNG GJVF.N A NEGATIVE A.S.O.DESIGN PRESSURE RATING, MTCY: MOUNTINGa''M N (caL) LP•'0 FL(M,'CC6JNG 1407N11NG W+-c) OR r-„,�,.� DE11111,g1E MAMM,UM SPAN •L-'FROM SCHETFJLE. .—._.-_.._._._� I,.on..) ......_.......-__.........._..........._.......- tl CR-) FLOO&VA,l.•4OU aNO_.. .................__fil d )AMMUM SHUTTER SPAN 'L•1•”4R'h FOR Lt (JG -- LT {O L-- L! {6} 7.-(ItJ L.t(R) L- ) FLLJ HJY LTE ANEDSPA SPAN IS EOUAJ_ N THE 30 OR lE5r 16'•-0" 6'•-0" 16'-0" 16'-0' 30 i6•-0' 10'-U" 30 15-0" 76•-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED'tU ..._._._.. ...-........._..._..._.�....._.................._... ,.•._._ _-....._._...........____--_._......__ 105 p&f.hS.D.DESIGN PRESSURE RATINf. M!N&:1U)1 OETERIAINED SPAN OE1R'EEN 1+'AND"L-". _3$ 14'-IO' 4"-10" 15'..-2" 18'^•0' 3C� 14'-10" 14'..70" - 35 15'@"'2"......-._19,-1D�.... ............... ___....._ .-_..........._....._........ ....................._..-. -__....-...._-._.._._. ._. FOR 4L1 13'-10" 13'-10' 14'-2" lv-2` 1U t3'-IO' 13'-10' 40 N•-2" 78'••2" C0 SINATOJURC TO OL•TCRNWE MAXIMUM SPAN _...__..._.........................__..__.._.........:_ _____._.._.... _..........,.........._.._._._._.-...__.r _.___-...._.. ._.....'--- .._ COIABINAP,ONS IN OEIWEEN WAIT MOVfJTIN05 4:J 13'-1" 13'•^t' 13'-4" 14'--3' M15 13'-+' 73'-I` 4S 73'•••4" 14'-3' 'r' JIV CORNER CF.MERJ,LATE$3 MAY BE USLV AT N.L _.,..._.•..... .-.".,..... _..........-..............__............ _.,_.._._................_...._..........._....._...-....-. FLOOR/CEILING II.INC MOUNIINCS: 50 12'-5' I2'"-5" 12'-8" 13'-7' S0 12'-5" t2'•-8" 50 12'.-3" 13'-i` MOUNTING INS7N.LATION5.LOCKING SPECIFtCAT1ON5 ......-_ _--- ._._-. _.� ___..-.-........_.......__ --._.._ _-_._._ _.........__._ SHN_L BE AS INDJCNEU ON MANUATORY CONDITION §2 FOR N POSITIVE AS.D.OESIGN PRESSURE 11'-1U' 71-•t ' S5 11'-lq" II'-f0" 55 17'-1" I1'-11" 60 11'-4" 1 f'-4" 1 r-7` 12'-•4" 60 11'-A" I1•.•.4• 60 10' " f0'•-11" NOTE#`r,SHEET S. DETT•kN ._..____._......__...__.... .....-_.-_. __.._.__..-._.... ,._............................................... ._ — - rt1. 65 10` 65 9'•-v 70'-1" Lt+*•AWG.SPAN FOR WALL LiOUN'RNG INSTALLATIONS. 70 10-6 70-6 10'-9' il'-$' 70 10 10'"6" -4' L2fi-WX.SPAN FOR FLOOR/GE ' ' ' " RING MOUNTING '75 IU'•.J' 70�I' 75 A'-f1' '`"t p(LT;Yi THATAWXIM1IM GII'JI7fR SPAN"l.+'OR INR .,- 80 9--10' 9'-f 0' 10'-0' 10'-0' 80 9'-10" U'-?0' 'L- ANO RWOLiLk A_S.D.OFS!NG PRESSURE RATING FOR FOR A(NEN NL fVE AS.O.DESIG14 PRESSURE 85 H'»6' H'-fi` D'•-9' tO'_5" 85 _9•..•G--. •.9'-G' INSTALlAT101'LS INTO(X)NCRF..TF OR CANCRETE BLOLY( _.."_._ ..._.__.............._.............._..__....._....._ _..-._•-_......._......_..____._.... SHALL BE LIMJTEO AS FOLLOWS: DETERMINE: f- CONNECTIONS TO KEYSTONE MOUNTING LI__FAAX. SPAN FOR WALL MOUNTING INSTALLATIONS. _.__._._...._� -.-. .._.__.__.._ ... _.-_.._. 8'-9' q'-2" e'-t0 95 9'-.. 11_1. LIMITED TO 464,-72 p.s.1• AND 8'-0' SPAN, SEE U IM.SPAN FOR R100R/CEILING MOUNIING 100 8'-•9` V:: 9'-(1• 9'-7' ILIO B'-9" 8'•-4- MOUNTING U ON SHEET 7. INSTA.LA)lUNS. �.-__...._.._.._.._._._ ..._..._.....___..._.___. to$ r-t 1' A'-9" D'--4` 105 B'-7" 7'-11' . .._.•._._...__..__................_.....___. - ... FINAL MIMUM ALLOVJAW SPAN IS FOUAI..TO THE /•-7"-_$_.7. 0•-2_...... _. 170.,.._. ��:�4�. �7_7 ___.115___..__A 2_ 7'-3" 8'-A' A'-i1" „5_- _-•9•-4•-___ 7'._3" SEPARATION TO GLASS SCHEDULE MINIMUM 9E7VffEF! 11} "L24", "LI-`PND i2-` ..........7.10._. 8'"'0` G'^t1` 8'-2' 8'-9• j20 8'-0' 6'-1 t' (4)GO 70 ANCHOR SCFIEOULE WTDI PIJWI AWCIMUM ..........._._._ _..._-...�.__..I..__-...... ....__..._.._..-._......_.._.._..-.__..._._-.. 6'_A° 8-_0'_ 11-5` 125-... 7_�d".-e_=@�__... ALLOWAB(E SPAN AND FIERIVE h A)a DESIGN 130 7'•-0" 6'...G" 7'-10' 6'-t" 130 7�-8�...._..._...6�-5�_..... PRESSURE ELATING TO DETERMINE MAXIMUM ANCHOR WIND ZONE MINIMUM SPACING 135 7'-7' 6'-2" Tao "�=s°_..._5�-? 7•.._7`_. 7•._6' too "- -�,=sr-•_.�._.'=.ii_`: ASTM E-1996 SEPARATION 145 7'-3' 145 7'-3' 6'--q" TO GLASS 150 7-2" 5'-7" T-4" 7--0' 1 T-Z• S'-7" ..._._155...._ 71_0_._ 5'--5' .7'-2' 6'-9- 155..._ _7��Q_..... _..,''.�.''; 1- THRU 3 7606'•-11" 5'-2" 7'-1' 6'-7" 160 165 - 6'-10' S'-1' T-0" W-4" 165 6'-10"" •� 170 0'-9' 4'-tt" fi'-11' 6-2' 170 6'-9" �7•-I1' - _.......- �.175 66''-•-7�• 64''�-98"' 66''"-sA'' S56'•---t00"'• --ISO1BO 4'-6' G7 5 ' -8 185 a--6-se•'---•Si6' _... y BLADE 185 '-4" 4'-5' 6' " ' 8" 190 6• 190 -G -4` _ 4'-a' - 195 W-3, 4'-3' 6'-�5' 5'-5' 195 _• 6.-3- 200 4•'-3" 200 6'-2' 4'-2" 6'-4" 5'-3' 200 6'-2' 4'-2` --205 W-r 4'-1• WNDABU OII�1 CODE(won High Velocity Hurricane Zone 0 2015 EASIMN METAL SUPPLY,INC. �••'�L�1A I... TSN. ��A�V� s=,`�`____ fTMEZ o In. A.S.S■A■ Accordion Shutter System rix BADE Ott w/OR w/o H,u w;rat>N elaoE. Amman Shutter Wem9 MSM_noN oA7r; gage m Im wFxv c: L'' TiLLJT TESTING*� & ENGINEERING CWPANY� A8a08'IOt100. Inc, 1 OLD 11-191 4 13/18 OA7E • '�T am N.W.38W�.5ta.$65,%=M 61PoR'AS nmum 331 We 2 ------,-_--...-------___.__-- = 1Mmae.t -1 305 t 1631 3ETtroads Dn ORAWIN4 No J_530 Far__ I-• 4258 '��-------��':•�WW+\`�- a-man:Wtacotica4mm SVL�S"f-17a6n(3eaC -F1:-3340T---s'- _0$5 I �it�•. LOR p.•'�\�`\ WALTER A 7Jr.P.E S ..SHEET 'At' � iN� {DATE tT,t7RI0.A-Lk..6.41767 .. ... . . 6 _ t_ ._20. C4 m C, 0 C, Mpgz LU > Z oczl;a� a = S2 dig 1 9 m m U lo I. ii,Ili Jn1 I 1.1!11 1 In It ! 11!1 1 , 111 1 1 : 1 . ate WIN 4-1 �l I 9�i In![ 1.1 1' (IIIn mialm a mimIm tala sss! W�admin;'I IL9 ........H.. 912 mH. giccl Ills fill I I- tit ill )It i .1 1 1 1 0 til .1"Ill Fil,'I I JW'jj is I.N Ili I 'jok I III I :If I I I TIPFI 1 111 r . ..... 1,is i9lel-I i;R a--a 'Rik g 0 I fit I D I!s 1 vl�!q.vlVj-I2;vJai::0: to -3 Pis�51;q u us Now I -rl I t fii fit I if 11 1 1.; 1 111 1 11 Z1 1 jh sit I ISI is 1 11,11 111 i 1 11 .111,111 1 f111 111 111 1 f Zt t.sil it I I", 1 1 1;it !Ilit I I d l !111 gill it —8 z 1 i : : I I I I[ R is I I I I Iii fills I I I Il! I III 1 1 lio 111:11t fillip III I I fill jj F FTT •4t0 lsplR"lie a!---iel% I fill z �Ti 1 121 a V12 cl 1,111 fit 1,1 I. k 7ig L .!.W. I it; L13 III it I i I �uj cz M c 411 1! 111 1:is I 1 11 is Ig. 5 ;it i 1 111 Qxr) is d- )illfl i.flit it is H- 'INN ...... 2 ale Jill is!a! el If 121 ip ale$?!a 21RIel'al,b is lit ppill :fla:tJz!mj:t skills Z I V l 11. it fit Iiili I z Jill Iiillil lit Ill! III I it 111 111. III fill is III 'Ji -H is ill III tills 11 IlIll 1l; p I f a I I I el 12 ale*!a 2 a ale Sale! d 111IT, I I T p a-ig 2; it!jv v vMVI�!pp!al'! DID 2!�!�qv P viviEE`!I'm V I oil Il[7 vi 4-v;"ice s I dilstOpli Ild, i'i 1111 i!!1 lit 4 1!{1111 1111111111 1 IJ;jI J111,11t c, I 1. .1 if III I dilli fill, I I I-III If k 1 11111 1 is 4*�Ih In Ild, I I 1 111;11) r dill tjIJIJI i I I!Iltll lit III 1-2 a a 21,2;2 2 n.'it 1:1 1 jill I In! I.i A: k i Mid a- I> fit gig 6 0 0 0 7" b IAAYIMUM ANCHOR"' $P�6.1i?tSz.�.tOZSrHEllSI E FOR A GN_N-yt"dK. 5H9aER SAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS_POURED CONCRETE OR CONCRETE BLOCK EUHSTRATES ESI 7i�DxTl1�PRIvS';HRE RM,1(VA ({y(f N(NhH DOOMING Da FOR,QMETE 98 CONCRETE MkM N�TA...:LMW (SEE 1ADJITUN75 C.G.✓!r H ON SHELF'B s 7) 1.MIaHO1t5 TO SL+DSfrbUE SHALL BE/S FOLI.DWS: POURED C73Ma¢3t/OORCIfETE MD9t FOUREB COW-Rea: (A) TO EXIbTOJO POURED 0ONCHOU (w.. i'C-3 k0;) E�VLIALL SILL MOUNTING tG)CEIUNG MOUNTING 0FLOOR MOUNTINGtL•f��� - t/4"4 TAPCON ON TAPCON WTTH ADVANCED'MRZAOFORM TECHNOLOGY ANChVZ,,AS MAMIAMURED BYl.T.W.BWLDEJC(Nn.('1 c 3 kr) 5PA74 ANCHORS SPACING LFL:EM? _.1/4'0 X 3/4"ALL POINTS SatD-SCr ANCHV iS,AS DL59RIBUR1)IN AUL POINTS SCREW.BOi7&SP.CLWIY COMPANY.(Wls ra=3 kd) (RU ........M20&Wtk'Fft-um Mw M..... Itt:acu fF.sm FRmuc RMI.-Y.(0s1.........:..-.. :...... �F.FYtEb10t[.105?S ,_ .__..._..-..___-_- - I/4"6 BLUE TAP CONCRETE ANCHORS Wj GAT+AS kktN1.IFACTUf1E0 BY!LORIOA FAS'(fNERS fY&"EA3,INC.(Min. lc=2 Tui} TAPCUN OR 1 M1'p TAP. 30 40 EO 75'dD 119 T50 2 30 40 60 75 90 120 180205 30 4 .5 00 120 7R0 2119 - / PTA+ANCtiORS AS MANUFACTURED BY POWERS FA`IIENY.RS,INC.,MID DISTIMBUITD BY ALL POINTS SCREW,BOL & TY TY'WN VtITFI ATIVAHCCD CO"ATtY OR AAM OTHER APPROVED UCE145ID OR ALn710Rr2ED VENDOR REGISfF7TE0 V6Ri RIE AMERICAN 5WITE SY57EM5 ASSOCIATION."NIC. t4 1. 10 8 U R i4 12 10_._0..._6 0 0 A fa /3 10 ...A...,,.• B 6 0 THREACHI RM TECHNOLOGY (Mln.FG*.S kuQ IS Y'j• 10 tl 6 f1 B 6 IG t2'70 A B -b B• 14 11.' t0 9 0 8 fj 0 -ALL TOS DR 1•I 72 1SOLD SM U 9 8 D U B 14 12 70 B D B L- tl' 14 12 10 0 .9__..B_.--8... 4` ._____--�.____._...._.-......._. NOTE'. ._�2- _t_.._.. BLUE TAF'W/CAP - Y4 12 70 0 8 B 6 7 14 12 t0 9 8 e 6 6 10 7 10 0 U 6 u R ...........- AI)MINIMUM F3ABF:UMETlI WIU POL119:U CONCRETE(1F IAPCAN OR YAICUtJ WITH ADVANCED THI7EAUFU701 7ECIIIRtIDRY ANCFK7R5 AND TMPER+ _._T0__2_ ... _ 6b 35 74 72 70 0' tl D 0 6 14_ 17, tU U e H G G- T �n'1_-�_ AtJCIi0R5 ISL 3/4`,13N FOR BLUE TAI'W/CAP AN410ItS 0 1/2. 14 12 f0_ 11_ 8 -7_-- .. 4•-0• 1� 12 70 U U 9 5 6 19 12 10 B 6 '-R- 6'-"U'I.i_.iF i0_..B...6., II R .311 74, 72 70 P 8 B 0 4 14 t2 I l5 ,B B e._.._e... 01.5 to tz to s N 6 n 3.01 A2)MWUdU•M ENdEOMENi OF 1/4°0 z 3/4"ALL POWB SOUD-SET MICHORS 6TUJL SE 7/8'blTO'MC POURED CONCRETE.f10�EM0En1AFNt ..........._.....:6 _-..... ._._....-..-._. ............... ._.»-. _..._................._......................... 74 14'70 U !T' 8 B 4,5 70 t2 10 0 A 8 6 .'...5 14 72 !0 8 A s B RS -----................_._.. J S.S,L+ACFMIk.S'CTYA'W USED gWl1 BF:'1 1/2"IANC MINORUM SHOULfI S7U.^.00 EXIST,AND -,_ .. .._._.._. __...__.._ ._..._...._.. 2. .. YL 12 70 9 7.0 SS JS - 14 12 LO U 8 B�B 5 19 tZ 10 D U -Y 95 4 l A710 gu Ute'RtU INTO M1MNtiN FOR WALLS VIIIH UNO STUCCO. 5--o. 14 12. iQ 9 R d 6 O 19 12 tU B A'"p'+U SS 14 12 10 9 B fl"0 d3 7'"�_ -. -"'__ -"-"'" ""-'�"""""''""'� _ "' 13• i1'- 10-tl_6.5 5 3 5 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY YEbt[ER 6E FOUND CN 14E EXISIINC WALL OR FLOOR, 14�T2 10 9 U 7 4 •^ 14 /'4 10 9 if 65 9 14 r12 10 9 B 7S 4:5 -�t4 12_YO 9 d H N 4.5 /4 }2 10 0 e A <.55 i7G ANE11UR5 STMLL BE LONG F7lOWN TO REACH THE MAIN SIT.ING OR DLTtINi)5M1D WALL FINISHED.L46T.MI m-.CO SHALL DE Et WUDP- D ON ..•.•. •' - n. NOTES A7 At A2 u 12 0.5 7S tl.5 4'J - - 14 7Y t0 9 8 7.5 5.5 4 14 1't 10 9 D e J JS - ) )ATUYE.FOR INSTALLATIONS ON'VRTYI..SIDING OR LIN WItH OR WrI1HRIY META.STUDS CONSULT UUi FIII.NL17t FUR ...._........-_ ..T.. ..�__..................._-....-........-....._.._._....._- ." INStALLA'RON INTO OFS W11H METAL STUDS SEE til'.EF.,T 20. i4 12 10. 9 8 0�'6 74 12 f0 fl 3 B 6 S 14 12 70• 4 B R.5 5 Su ..__. -_....__._..11.5 i..-'__-.._.-_.-..._.7.. ...._._........_... t4 12 f0 .. 7.5 5S 3-' 14 IJ. 711 B,5;'/ BS '1 3 14 12 B 0.5 5.f' 4 3 - 14 i2..t�....q..._A. E_ _ _.._._-..... ...._.-... _T._-. 1M1 12 t0 A t"U'li. 5 .L 7D 14 12 10 6'J U' S' 4 (H Tb FTAPC N OR TRETE DWITH VA14 C•-9D ? 1 12,B I5 7L5 3 14 12 f0 9 9 0.5 45 SS 14 12 6 A S 3.0 3 -1/4 9 TAPCON OR TAPCON WITH ADVAtdCED YH EORM IELTNCILOGT N7(:ti(11LS.AS 6WJUtACYUttQU F7'f I.T.W.BWLDFX. D 9_ - N 12 70 A 0 7 $ 4 14 12 10 9 7,5 5,6'a 3 --1/4'0 k.1/4'AU.POINTS SCUO-SET ANCHORS,AS OISfPoBUT['0 BY All POINTS SCREW.BOLT&SPkLNLTY CO-P - 7•_0• .....__... .._........ ._.,_._....,___- .. - -1/4"0 BLUE TAP CANCRETE A4CIt08S W/CAP AS MANUFACTURED BY FLORIVA FASTENERS DIRECT,INC. t T2 i0 s O.S M1 - - 14 t2 0 7.0 0 4.5 3b - th 10� 5S 4.5 3.5 •• -7 4"IN TAPNF]i+ANCHORS AS A1M•Ul.'AgURFD BY POWERS FlSTENfRS,INC.,AND DISTRIBUTED BY ALL POINTS S'CRE'01,BOLT @ SPECTAI.TY 4 12 t0 4 tU G 7.6 55 4 - 14 12 9 7 7.5 4Z - - COM PAAIY OR All'OTHER APRRt:VED I1CDN`uED OR AUTHORIZED VF?1D07 REGISTERED t@1H THE AMERICAN SHUTTER S-YSIF.MS JS.SOC1411ON,W(;. 14 71 7 53 4.5 - 14 12 IU B 7.S 53 4 - 14 Y2 8 7 fi 45 3 - 74 12 10 0 8 @ 4 -• 14S.li is 7,G - 7.A17�1 14 12 D.6 7 OD 3 -__- '4 I2 B 6S 55 4 3, •._,,, z-A'7 5 a 3 B.1)wNWtim DRizoMINr INTO CONCRETE.'BLOCK OF TMCON,BLUE TAP W/CAP A7GRORS AND TAPPFJFF ANCHORS IS 1 7/4"AND TAPIXIN ......__......._......_� _. ._v.- 'ia 12 9ii 7;s . _-• -- 14-12 9A-it .63 5'`- - R T2 B B It,� 4' - •- WRFI ADVANCED TNRFADFUR7A TECHHOLOf:Y ANCI;ORS IS 1'. IS 9S BS S 35 - _ 14 12 t0 B 63 B - 14 12 B E.S. 5 a - - .__.._._.__ - _._ __..-...._._._..� _- 9. 14'[12 t0 I.9• S - " - 14 72 10 @ 7S 4.6 •• - 14 12 s5 Y 5.6 4 - - B.Z)MWUAIIid ETdDEOMFNf OF" t/4`P z 3/a`ALL raN75 SOLro-SEI A+CIfOR9 S7LV1 BE QJRRELY FJABmDEO biro RIE CONCRETE BLOCK.xo 74-1 7.6-[8 4 - •-� - fY Yt T RS B b.ti - - 11 s 5,8 A.S.3.S - _ - F]d0E0MEM PRb STUC7XI.SFLALL GE PERMRTkTN.1/4•t4-2D S.S.MACHWf.:SCREW USED SHALL f�1 1/2"ID1JG MINIMUM SNUULD STUCC6 ........ - ._.... _ _.........-..... _....-. IS B ffI5 - 14 12 145 Y 5.5 4 14 10.5 7 5.5 0 013 DUST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 1.1.5 55127 6...-.._.-_I4 IO - ^ 14 11 10 0 63 H_ - 14 t2 s e •i - 0.3)IN CASE TIMI'PRECAST STONE,PRECAST CONCRFIE.PANETC,RAVERS OR ANY VENEER bE FOLRJD ON THE EXISITNG WALL.OR rWOR, 0--0`...... ._14 7 - 13 95'6.8"S"'a- '3 - •- 10 755 s"1' ANCHCRS SFU1.1.BE LONG ENOUGH TO REACH THE MAIN S IUCTREW WVND SAID WALL FINISHES WICHORAGE Sf4NL RE AS 1HOICA71:0 ON -_-_.______._...___-_. .._.....--._..-.._1 4_ 4 _ - NOTES B.7)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR Elm WMi OR WRIiDUT METAL STUDS CONSULS'IRIS ENGINEER. i'+,' 7.5 S.b;- - - - 14 2 0 B 6 4 - - 2S m 0 11.5 5 - - - - - 14 T2 R O5 5S 4 - - 17 10 65 5 4 3 - - FOR WSTAL AIM INTO EIFS NTrH METAL'STUBS SFS:SHEET 20. 14 l0 - - - - /4-12 A 7 c 4S -• - 14"TOS 7 5.•'✓_4.5 J.0 - •- 17'-11°- 12 9 &4.0 .4 3 - g -7.".y.k 3.5 T- (G) At(.T1ORS RW.L OE INSTALLED FOIIWBNG ALL OF THE RECOLIMEIJDA7lONS AND 5PFtrFlGT710NS OF TFE MICHOH'S 4ANJFACIURER.1414 7 - - t4 TILS 7 5.0 45 ^ - 71.5 BS 5S 4.5 W_- - (D SEE SCHWUIE BUM FOR EDGE DISTANCE(E,D.)VERSUS SPACING RCLAROZI(IF FOR IMCHOTS, 0.57 4A - - - - 14 t7S 7S 6 - - •• 12 9 N 4.5 '4 - 'i4 'i2 10 -'�- - - - 74. t2 B,015.S.S •�,,,,ry.-, i7 10 Bs 5 � -- -- - 1DGE DISTANCE YEMM. ^�CI7J0 Sr ANCHORS: T2•-D"......._._._...- -_....._..»_... -...._..3...... _--_........_..............._..'..........._...... i 1 AMHOR SPACING ...,.tL�l.F.-.1..., 11.5 M15 4.6 - -• - -' - 11 A...s8�4 3S - �- - B 6 d E _- _ _ _ - 1ND1DAIF.D,REO ICE � JC _ _ BY MU tJ LIINGt ST�7Ci 9 WN ON FOR EDCE DISTANCES PIS INIBGAATED BELOW F'L1N E.0 Lk3i5 BAF"7tiL 35 @.S 0 - - - - IS - 65 5 l - - - 015 B 5 i - - - - m'MUUIFY.YINC�SRACTNO SHOWN NJ SOLEDUtf BY 7H£FOIIAVANG FACtORS. ...._.-.._. ODA' -` .- .. ..._- _.___....._-- REDUCED SPACING NNEO 115U40 FA-(DH S7W1,NOT BE UESS THAN MNIMOM SPAUIT,INDICATED FOR EACH ANCHOR TYPE. 8 - 74 a S 4S - _ 1/ B.5 S5 4.5 3S - 3'-0'74_1 - = - -_ T14-WO 7.5 b 5_-_ - fZ A fi °i,5 :=- _ - FACTTOdi ---... CM IA5 8 - -• - - - ^ 77.6 5 A 3 - - - 7.6 fiS 4'-3" ALM-1TAPCONWTINAMPINGED _ - - LRK 2 RB - - - - 19 6 5 4 - - - 9.5 1 5 4 - - - - `' p E1 TAPCON ALL POINT SOLD SET fiWE 7AP W�CAP RACING 5 6 - - - - - 1DS BS D - - •• fL5 75 5 4 - - - y. SM.SPACING-MCE -- 1M1 12 _- - - - - - 110.5 7 5.5 - - - i{fl.9 35 i5 .14•.,..p• .__ ..................-......_. ......... ...._. .___.._.................-�. _ - E.D. -R•ESr-L• k THR FID SPACING MVIETE3. MPOURED LC-TUFKt�1&2 T'OWTiCPETE DL.OTCCIf -....�... 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