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Product Approval
11/5/2015 Florida Building Code Online • RECEIVED MAR 04-2016 `` q t �{{ FlOrda DepaRmentif BCIS Home i Log In ( User Registration 11 Hot Topics i Submit Surcharge ( Stats&Facts Publications��' FBC Staff.�> BCIS Site Map i Links i PSearch'.' Busines Professi Iaffl Product Approval USER:Public User Regulation 11 Product Approval Menu>Product or Application Search>Application List Y « Search Criteria Refine Search Code Version 2014 FL# 389 Application Type ALL Product Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Type Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category: Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Contact Us:: 1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: a FI-01 check M SCCUr1tCb9 tTJt1C� hftps://floridabuilcring.org/pr/pr_appjst.aspx 1/1 GENERAL NOTES: 1.BILOMA H.V.ACCOFION sHUTIET..S mw.sHOWN ON THIS PROOUC+'.EVALUATION•OOCUkQttf(P.E D. HAS BEEN VERIFIED.fOR.COMPLNNCE IN ACCORDANCE WITH THE.2014(50r®([MHN)OF THE FtOIaD.A BUIDINIC.CODE TlitS.AC'CORDION�SHUM.S/SIEH SEWL NOT:BE INSTALLED AT HIGH Y EH Ht� ZONES. y E r Cy�/� DESIGN.WIND UOADS'SW1.BE DETERUNED'AS'PER R SECTION 1620'01F. NE T .ABOVE MFNTIONI ID COVE;FDA.A.BASIC WIND SPAM REQUIRED BY'THE-Jt K11DN 1yIiERE sTiu-TETt WELL TABLOF CONTENTS, BE RJSTAUED;VatA I�RECTIONAL=FACTOR,K.d-0.85.USING ASCE.7.1o�.A1iD SHALL:NOT•EXCEED THE;L4iXRdUb!(/iS.0.).DESIGN'PH65Stft RXIINGS INDWATEU . ON-SHEE15:11:THRU is;19'&20: IN OINQER M VERIFY THE A80VE niON.,ULT9ME DCW :*W LOADS-D£TERWNEG.PER ASCE 7-10 SHAL:9C 11IRSr'11EDUCE6*A.S.b:OE516N WND'LOADS. AREA'-1, OLAQES- D& 6A. BY MULTIPI.YXNC THEM-BY UAW,ORDER IO'�COMPARETHE'SEWITMK.(kS.0).DESIGN PR65UAt RAIINCS'INDICATED.ON SHEETS 1178kUl'1S.��19,&* O. ._ .. .. GENERAL NOTES SHEET-1 M.ORDER.TO VERIFY THATCOMPONENTS AND ANCHORS"ON THIS.P.6.0.,AS4ESTED.WERE'NOT.-OVER SIRE5 ,A�%4 R INCREASE:N.ALLOWABLE STRSS4OR WINO..LOADS'.WAS kZ USED.N IHER. _SY'STEM'WlaPONQ�iL5. 1-2A •SHEET 2 ANALY595:..HOWfVER.A.Y�3N0'DURAl10N FACTOR CD-1:60.WAS USED FNM'VTRMCATION OF FASiENERS:lN'WOOD,. - .. SYSTEM COMPONENTS- 1+20 -StNEEf3, BERI}N.H.V.�ACWRDmN sSHURER SYSTE61'S ADEQUACY FOR IMIND.AND:LARGE MISSI.E IMPACT;tAAD HAS BEEN.YE70OTE0 N'.ACCORDANCE WITH SEem.1609.7.2 of THE ABOVE MENi ,CODE AS PER . ATI.REPORTS:. TYPICAL::'SHUTTER ASSEMBLY 39-44- SHEET 4 TYPICAL WBNGOW'MADE&WINDOW.UElXL. -1N 81ADE:Q #021Aot 03:;#074501-0J:#tO0W o1-06,:#1214.61-05.#b117.02-08.#OSO9:o1-10 AND:.021001-11 AS PER TAS-'201,TAS-20'2 AND;iA5-203.PROTO0DS,AHD ASTM E-1886 ARFA"2- W BLADE n AND (jV VONDow AND E-1996 STAHaaRDS'(11 SO.E:Lona.D.W4Hi.ZDNE5 1I j.2 k 3);8c -#1220-o1-10.AS PERTAS201 203;&!20.1;:PROioCOLS,WiGE MISSILE. (MERE APPILIMM4: -NY Y&'WM VLAVE.p�+605-01x08 AS PM'jkSTM E-1886 AND,E-7900(MIS=LEVIL D.W1hD:zoN&s 3)..9/u'7C PLi0TEC7i0ti ONLY AltdT¢;o72S.01-Oa.AS'PER TAS aoz PRO!IOCGL TYPICAL SHUTTER'ELEVATION,dc NOTES;614 LfJtkS S71EkT.5 ,. iNSTAUATLOW DETAILS'A-F.CONCRETE/l7LACK SHEET 6 2.HV BLADE(bAND W'WINDDW BLADE_. ARE ENG[NERED:TO.WORK IN UNISON WITH EACH OTNER UNDER 7HE OENERAL:UNBATXM-AFRI CONDLIlo1$orUSE lmgcATED ON.SHEET 16 INSTALLATION'DETAILS C-M,CONCREFE/81.00K SHW.7 3.BERTHA H.V.ACCORDION PINS'(HY SCREWS).USED AT BLADES IKMUCKLE AND FOR DIRECT MOUNT DDNNECTKIN'TO TRACKS SHALL BE 114x275'AND#14SI.75'RESPECTNELY...410-11T MINIMUM SERIFS CENTEIMATE DETAILS H'1 SHEET 8 STXNt£55-SLEEL:SCREWSWITH135.0 kW YIELD SIRENGTI AND 180*51 TENSILE SFRDMTK:PINS SHALE BE COATED WITH BERTHA'HY OACROSHIgD::C0A7TNr.SYSTEM AS MANUFACTURED 8r APPROVED:. c9aERMATE ALTERNATING DETAILS,wSHEET 9 NO COATAPPLICATORS.RMrEREO,WRH AMERICAN SHUTTER SYSTEMS:ASSOCIATON..PINS.MUST BEAR THE HV UkRIO NG ON THEIR-HEAD. . #. ALL ALUNNUM.EXimauS�tAL*Lsi•ALBU1t19E61'A9SOCIATKkf.ALLOY ANDJEMP.E.R AS IDCATER;ON,SHEETS 2.AKD-3.:MM'AUM YIELD$IRRIGTH;FC=3F 6611- ALLAY IS:30A.kai AND-35.7:ksi,FOR .END CONNECTION DEEMS 1-6.CONUEl9:/B,LOCtt `MEET 10 6005-TS-ALLOY. - MAXIMUM SPAN TABLES SHEET 11 . .. ANCHOR SCHEDULE-CONCRETE:t PAOCK SHEET 12 $.ALL.SCREWS TO LY STAffIORI SNE£1..304 CODES CT SERIES OR CaRROS10N:RESISTANT COATEO.DAFTBON STEEL.AS PEFI DIN SO018-WiIH 50 ks7 MIN.Ylt]D,SDff]1GTH Nm.90�.:MIN.TINS0.E S[RENCTH. .ANCHOR SCHPDUI E-CONCRETE&:BLOCK. -SHEET 13 Nm 51wi COMPLY W/FLORtDA'BUILI77NC 000£'SEC1T0lN 2{11.3:3,4: -ANCHOR SCHEDULE CONCRETE&BLOCK SHEET 14 .6.BOLTS-M,BIE ASTM A-3074ALVANRED STEEL:,OR ALU 304 011:316 SERIESSTAiN M STEEL.WRR_35 kW WNMUM'YIELD SIRENCTK ANCHOR SCHEDULE-WOOD SHEET.1s 7.SEE THE FOLLOWING SHEETS FOR'ANCHMR SPEOInC.AT10NS:'HY LRAM,(D: 12:13.14.15AND'21) INSTALLATION DETAILS M-R.WOOLS 'SHEET 16 .F1V.61110E'.liJ& WORKING IN UNISON'it.13:&85 INSTALLATION DETAILS S-X.WOOD SHEET,47 "e.THIS BYRIM N.V.ALCOMON SHUTTER 51`STEti - END CONNECTION DETYJLS 7-12 h-X,WOOD SHEET-18 METAL`SUPPLY,-INC. BEARS A U,$:-PATEN-#gj77gSN,2:;GOMPONENr&'DF TN A?PROY .ARE CvVEREp.IN voLE oft w pi r BY.US.;PATENT#5'458;779_IAV TO P47ERM. 9.R's1N71.BE THE kESPOi%IDIITY!,OF THE COMRAGTOR:IO:VEPoFY 1TE'SOUNaNESS,OF THE SiRUt:-t3RE WHERE SHUTTER IS TO BE,ATTA(71ET TO INSURE PROPER ANCHORAGE..CIXYTRACTOR TO SEAL/CAULK AREA 3s F(Y-SOY# ONLY BLADE ALL SHUTTER COMPONENT EDCFS WHIQH REMA24 i"w FAsTENm� IN CX7IRImwus'CoaACT WITH.TNo T4 PRk w*"/RNV.wMiS1aN. . .- THE:BLAIAITYPICAL SHUTTER.EIEVATON SHEET 18 10.`EACH,UNIT MUST BEAR PER6ANW LABEL IN'A W$oi PLACE WTDH WADNWG NOTE.DURING.POWM OF HURRICANE WAIININGS HOMEOWNER:TENANT,OR OTHERS MUsT PROPERLY CLAS£ALL ETV:ANDAD, 96FA 4:,IJV .. �7 NL 1�NTBF1MATES AND'ENCAGE OR LACK'ALL'HY AND NO LACKS W(NDOYJ BLADE % Y 11.SHUTTER MANUFACTURE"LABEL.SHALL BE LOCATED ON A READILY VISIBLE,DF THE gIDA BUILD LOCAQN AT ACCORDION SHUTTER'N ACCORDANCE WOH'sE.COON.1710:8.3 OF.FLORIDA BUILDING CODE ONE LABEL SHALL BE OETAIL%METAL SND WALLS. SHEEr 20 PLACEDFOR;VMY OP ' £Tt<NC 3:hBOAIG-%.:COMPLY WITH.SECTION 1710:B.zsMRI�IG,'RDRF-. .- .. .. . . .. _ iNSTAIlATION 48 BERTHA H.V. PERMIT ESHUTTETi SYSLEJ45 k STALLATIOtN•SHALL COiNPLY'WRH SPECS ENO GATED;7N T71PS ORATAE&,PLL15 ANY 61JELDWG AND XONRNG RE'LULA710NS.11iHOY1DED BY THE R RI$0}CI1D17 Wt g{E IsAPP APPLIED'D'TO.TO.... _. .,.... ". .. : '13.6)19S P.EO:PREPARED�8(THIS ENGi&RIS GA NOUS -AND DOES NOT PROVIDE I MFNA716N-FUR A SITE SPEdnd PROJECT:La WHERE THE'SITE.CONDRLONS'De;IATE FROM THE P.ED. (b)CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION.P=MASE AND INSTALLATION INCLUDING UFH SAFETY'OF THIS PRODUCT,BUSED ON THIS�P.ED..PROVIDED.i1E/�'DOES NOT DE19ATE'Fltt�a THE CONDITIONS:DETAILED]ON'THIS DOCUKENT.CORSIRUCTION SAFETY AT SITE IS"THE CONTRACTORS'REsix*mWLIrY. THIS DRAWING SNA[.{ ONLY:QE USED T0: OBTAIN PERMITS IN THE STATE OF FLORIDA (c)-THIS..P.E.D.MILL BE.ODNSVERED MAUD O'XJERED-BY+ANY-MEMS... (d)SFE @WWECiETC M =SHALL BE PRIEPARED BY A nMtDA RE=TERED ENO.MEER-OR MGHfw MOBCH,W11L,SMOME-na'Em EERi.o.F.FISOM(COA).FaR THE-PFE0.1EGf'AND WHO WBL Be RESPOtSFOR THE,FROAER USE THE P.EO:ENt :CIF RECORD,ACTING AS A DUECATM ENWIEYR 70 THE P.E.O.EHGINEQt_.SHALL SUtlA4f:TO;TFR4 UTIEIL'TFffi SITE SPECIFIC DRWNGS•FOR- (0)ORIGINAL P40.SHALL8EARR:THE{NTE-AND-:OEIGINAL SFALAND;S,iGW,TUFtE-OFTHE.PROFi55I0NAL ENGI aE 'ibFFtEObRO TEAT:PREPARED R. u FLORIDA'BUILDING CODE Non' High Velocity Hurricane. Yong ``S "�.. e*r/�� ��' .0'2015.EASTERN METAL SUPPLY.,INC. Y BERTHAr" 1tM yaCE1{y s. A J r^ I L ECC t: n S■S■A1. Accordion Shutter System _ Liv l #t*/:OR W/61{v WNIM avis - Arnarlcan Shutter Systems TILLIT TESTING d( ENGINEERING COMPANY aai11-19- oils' aR E. 4 M1 1E AasociNstton. Inc. + oln 11-1s2 yI3/15 WE. 0/43/15 L7�. F .oft 8Y9'0 N.A.}B�,51::SU.JO-Z 1CgAr.WOETF.�lt$W.3,ll Phoria (30}871-1530 F"::.(305)Bn-1531 4268 Wastroads Drive i ��.� �-��lexacaommw West Palm Bach, FL 33407 s DRAWING No p/ANAL ENG§C.?o Es aooa�ls �15=085 Iry1f IV WALORII A TIER Jr P.E. I SHEET O 0 P.E. SEAL/'t TUBE/DATER. FTARKVA ue #1167 s 414 MR WV=K �PAW . um 4371 1 � • . �4,6$T' '4.949• .. .. i HV SOLID BLADE g �.HY 90'/IAT STARTER 3 HV UNFtlERSAL B DATER s OVERED UNDER"US PATENT# 5458179 MADE. J QUAUFlED FtO R USE W/' `OUAUFIEW FOR USEW/HV Qt} :4 HX NT6w . 05DE6605T5 ALLOY AND:TEMPERQUALIFIED FOR'USE 4 HV TEMPER SSEE UA(TTATIONS OF:USE'OF QLADE'.�CN SHEEP 19 BLADE-1 a7,. 606346 ALLAY AND.TEMPER- -TS+:ALLOY..A 670'' 9 S• �. '. 942 A . 8 '. �o HV ADJ. ADAPTER WJUP `'a's 11s7s- s. s Qat QUAUFIED.FQR USE'W/ !P/ BuwE S �HV WALK=OVER: TRACK �NV ADJ: FLOOR TRAGIC QUALIFIED FOR U(1�JE W/,!iv HV FRENCH TRACK QUA13fiED.,FOR'USE.w/}ay - 6053.;1$;N.Lq AND TEMPER. .OUAU�tFO OBEY/ HY .. /� RAIN WARD 1 V �1J SIA` UARD 6063- E-7E71 VARMS - 6063-78AI.L.OY AN#TEMPER QUALIFIED-FOR U E W/.HU'" 7. i .i.. m t�_�. 81AOE 1 . 1.917• d°x• VAREE9_ IS38' SOfiJ-T6 ALLAY- D TEMPER V. 08J• 093•. � .403' 093" � •104 o Y .7 r 670 _ 1. 19 11 FIV CEILING HFAD'ER l' �,. HEADERal 1 .HD CEILING HEADER/SILI FlED FOR'USE 1Y RV BLADE i ONLY; QUAURED FOR USE W/'HV BLADE(DONLY / figSA-T6.ALLAY-AND TEMPER. UAl1FlED.FOR USE W/:HY t.. f ,HD WAIL:HEADERfSILL SEE'SECTONS EOR ALIRITf 6063•-Ta AUOY'AND.TEMPER' 1TY QVAILFIFDTOR USE W1 W. '6tlbA YMALLOY AND TEMPER .SLADE(1 CNLY:,_. .. 6063-T6:ALLOY,ANO TEMPER �X MN.Y Mata 00MPONENT A 8 71 ,T2• °;% Y" 't Y.. 062 2' 2 OW 1' 2 5'MAX 0.192: 0.1,92' SIDE ANGLES -g �--~- QUALIFlED-FOR USE Wf W ALUMINUM A NGLES' ( ?.5- r wqj a1a4 .0060' 0CORNER POSTS UALIFIED Fast USE W/W BtABE Cji °. "DUAUFlED Fo ssss:,.w/t_(v -.- - BLAAE.1. BLADE I ONLY.." .2" 6•MAX 0.139* 0.731• 6063''-T6 AUAY. TEMPER 8063716 ALLOY ANDJEMPER FLORIDA BUILDING CODE'Hon High Wlodty Hurricane Zone Tl :0201 S.EASTERN."METAL SUPPLY, INC. moat P• �rr RT A 1iVTm Accordion Shutteir System �►.S.S.A. Rv. ' w/m w/O.IRV,541NAt7W l MAX American Shutter S s 71UJT TESTING g ENGINEERING,"COMPANY . oarE DRAWN 9r: ua Cl:lAssociation. JnC., 1 OLD 11-192-' 4/13/15 047E 4/13/15 :. STATE OF L4,a ava'u.w:Sea st s r sos+ rLp"431 -_. Pno re:(3os}ar1-1630.rat:(3os)971-7si1 4268'Westrocids Drive s p' �LpRtiQ: wast Palm Beach,..FL 33407 3 Orrnwwc No F 0-4906719 15-085. FSg� AL� `�Q` swLT677 A mLTr.�r.pE 4 P,E ��f(i��IG�1� . E/DATE cimiroA L r 441st 6 SHEET T . • ' r31tf MEM. 1l7IAL 1/W'1+tiC EliV81 // 20 3<' SS.Y.S: LO'.PA7= 11QKN7ED '.DE GST o� S • I 3. Vium eAM PAWED om 318' o a4r ._. `. ami STs 21 HV ���jERMATE Q } / LOCK HV .E ESS LOCK a IREO FOR USE W/W BLADE t &. y FLOATING C ' . L �: EGRESS . QUA11tlfD OR %':HY QUAIJFlED RUSE'W/ HY 63-7x.ALLOY AND TEMPER.. QU ED FOR USE:;W/tLV:[i00E t &:, ..ONLY - ftNLY:. BLADE,7 & ONLY. 6053-T6,ALLOY AND 7EAtPER �} Hy CORMER- 9 - � - UUAUFIED FOR USE W/ HV BLADE 1 ONLY �'0P.. q6063;T6'AItOY'ANO;TEHPER` P1i1,,. ta'5i i- oNi60'.SCREW AP.RryTllad6 o' RNET a n 1/479-20 X 3/4" aEFOREfRIVN *.. S.S. THUMBSCREW UT to, ssaLc se4,AUA�ra"csoze-n xttl�c nia�Thr+ I_ xa _�I s1axT eni€stii P as uV/uuerYiyA€D•6r S0® rwi �Ravr luvanai: .HV MALE "T" LOCK CE RM4 e' rp rasa, ASP s€r. oa Eau (�7� LOCK FOR "T" LOCK CENTERMATE QUAUFIED FOR USE W/HV BLADE 1 ONLY �tV FEMALE "T" LOCK .CENTERMATE �. HV "T" LOCK � HV'ALTERNATIVE LOCK �% 6063-76 ALLDY ANO TEMPER OUAUFlED FOR USE QUAUF:ED FO USE W/ NY QUALIFIED FOR USE 1Y 'tiV BLADE i'ONLY QUAUFIED'.FOR'USE W/HV Bi ONLY, BLAt3E 1 ONLY: ` •6063 76 ALLOY AND TEMPER. 80,63-T6 ALLOY ANO TE41PE R W/HV BLADE ONLY. Jam' atLNO£R OR .214 � '� 062 �, - 'W KEY GYLIN�DE R a1+ . � - �,. .mss• 0.6Z•un. 1 NO L NG RODLOCKINO go QCKIo m. QUALIFIED FOR tlSE.W/HV BLADEQ & A: �,DUAUFFED FOR USE W/HV BLADES& z . .6063-T6 ALLOY`AND TEMPER - .: 6063�T6 ALLOY AND,TfbIPER, .• 6 tz'Mar. _ QUAUFlEO EOR.USE'WWW�A HV TEMPER 1 .&.� (sus mMaltaCOMRas. r/e _ i_ 5063-76.Al.LOY ND 1EMPER Z}1r9kHfiFAN no OR KE�YER . cYLiNOFR. 04OCKIN2' RODS C. 73•r 1.. Mo>r. 17•'. (R'HD LOCK QUAUFIED.FOtt USE,W/`HV BLADEQ Llq� / n $".�— Q AI 6063-TO.AUAY AND TEMPER, `H 3/8�"'-�s��AC�AL � �.� � S 304 �R��- N�MORTISE LOCKS SMES',2333:H00K 841.T LOCK: SERIES`S,5, THUMBSCREWS OUAUFlEO FOR USE W/ W BLADE D& �. AUATION WnL REQUIRE A 7/ OLE: THUMBSCREWS QUALIFIED FOR USE YJ/ HV BLADED o s.FOR BEDMENr ED'F .1 1 ii B FLORIDA BUILDING CODUNon N. h Velocit Hurricane Zone ®'2016'EAST6R11 METAL'SUEPLY.INC. �� rasF ' B T, _ l i L E c o_ �. A■S, ■A,;,, Accordion Shutter System Itv MADE#1 w/: L tv/o tcv vat�a�r aao _: ATnertean Shutter,Systems /v, GEScaMM CATC, psawt+R,; Y M L { �+ 71LLJi TE5TIt76 & ENGINEHRING COMPANY 'Assodatfon. tnc. '1 OLD 1t-162 4/1 15 0A76: .4//3 15 '1"° ea " ' 42b8'Westroo6'Drive s .� bE}R•- •a Pn«w:(sosbe7/-1sw FQ (aas}s7r/ax DRAWING'No . .... tGC�p��' e-mo7:.16t«oocd.eem West-Palm Beach, FL 33407 a SSIONA� M-�r1s .. 4 15-085 7ibg1H1N1n11111` 19&M A.MUT&.RE etoRaA ue #*4167 s 5f{EET P:E..SEAL/SIGNAWRE/DATE e 3 OF.20 SHUTTER ASSEMBLY. SCHEDULE FOR HV.( HV- d 3/g 12-.uIM.. HU BLADE f 41 4. + io 91ADE wr."NVOW SLAM o62s + os BLADE TA , .. - Kt�txS<a'xs:t t HV LONC•RFCESSEO NYLON BUSHINGIs I hKNUp E 0625 sy875' Y HV SHORT RECESSED NYLON BUSHING W NYLON HAT WASHER Q.OR® N l R+� HV WHEEL CARRIAGE AISI 302-303 SERIES: i 4 y a 5+.870"x3%1 Fi'7111CK N3'F.gN YIHE•4:: I i "r -�./ .�/az 50' X: ca 0:188'rc'AISI 302 SERIES,S.S. RIVETS SEI'M.akON HV 1 3/4'ACCORDION PIN W/ #8 HEAD: EXTERIOR: } oP AW vi. * .0625' 0625•. �5.3/a. W`2 3/4`.ACCORDION PIN Wj #B HFAO * asoo- 41 � a 11/s CLVA POLYCARBONATE IMPACT RESISTANT' WN WINDDW y } TYPICAL W WINDOW 81—ADE . AND ' LAPS POLYCARBONATE HV`WINDOW L)�i� (D OR ! I V MOTE FOR' 'I ( R LE WE .� QOR'® is M *PS)EYCARBONATE'{MPAGT RESISTANT HV WINDOW BAYER MAKROLQN 3,103 POLYCARBONATE RESINS,:UV-S ABIL12E0'GRADE OR SASIC'; * } ic. I 12,t"W, u INNOVATIVE PLASTIC LEXAN 103 RESIN } � D OR I (SEE NOTE "1'_ON-SHEET 19): (t)'.HV PIN SHALL ALWAYS:. -BE USED AT ALL.EXTER}OR BOTTOM'KNUCKLES OF HV ACCORDION.SYSTEld'W/.HV 1r� OR. .EXTERIOR POLYCARBONATF.SOURCES FOR HV BLADE. ICAL SHUTTER ASSEMBLY } "' �' . HV Pill 2 OR:�0. AT 4�aa.iuta m� {2),HV'PIN ® MAY:BE USED IN LIEU.OF®AND;ONLY AT ExTERIaR' EXTERIOR.BOTTOM KNUCKLES OF HV ACCORDION SYSTElA,W/ HV�; w12s• OLAO S KNUCKLE: {SEE NOTE FOR. Mom mwa Asn brat ow,w :aMI ib/n BLADE WHEN CORRESPONDING TO INSTALU4TION "i1", SHEET.7: iat ,0 RE9UIRE6kENT5) TYPE 11" 1a sse ron srraT er» As*oo.^m n,*do.ii" 1,M 1.14 snlQml A?.ub Am DM lZW p,a.L -1;4ft vP. {3) t{V PIN'@ OR +�'W/ 1/2- O:D, .t/TS' THICK S.5_WASHER € ! umn.� Ai�u ono wpw:wz s.sAro cs+,: SHALL 86 USED DIRECT MOUNT INSTALLATION PER`D�TAIL'X, j SHEET @ A=DM +a it ebM +i cr m/i MEL CARRIAGE [DETAIL .°"'�" AM"DA°" 473 s nu s wx . ElABLY 1AY011T RW of 11MM Amu" c-,ciAm 'Fi:ams a: mr 10*110" nlu.orm Ica r ono�r ll SSF!&xGlit.Ai'ffR A9i Gln P� W40 Cl) Y BU C. SV !D & f :,H / MOM BLADE DETAILS. w:E.. 1961 0.11 4"i pipe• N.T.S., RADA BUILDING CDDE Non Nigh Velocity Nurricone Zone A. ♦♦�♦�`����6f� j��rrii,/ ♦ P•,,.....;C!' ®2a1sSi FAFRN raeru suPPLY,INC. AW. Accordion Shutter System 1 ` E 1, E C O rNc: . e.. ■ Irv.a Ny w/al{W/o i�V.wlloav elm T11LTC TESTING:dc ENG#NEERING COINPANY Acnadian S�l�r'Systarns Ev. nestwvnaa DAN MON W: Tai �: /{jEQj: * osss e.W.�nan.drr,sa.acs.vsu ,w ws•.ngmpn aai knoci long Inc. + OLD 11-192 4/!315 SME: 4/13/15 (aosT+-1530:.Fax`:t )8Tt-isai 4268 Westroads Drive 2 ,F�;•.ORlQP ; ��`� a-moa;WWA*oW.com West Palni Beacli TL;33407 r ORQWtNG No NAL:. Sx m-O67,s 15-085 ♦ WALTM AL TUM Jr.P,E, s notrmA tk j;u+0i' s .SHEEP P. S`�'kErf6t6t11TURE/DATE s. 4 ?A tT �9 T� L m , 1 .. Hv Lack(�Ur SHALL E USED.AT,J2:OF Skli l l!Fdt SPAN FOR ANY.... . - - OR 12'RBGVE.OR BE}�Ow '; 2 OF Sl°IUFfER SPAM FOR SPANS UP'(0 iDS�:AN FOR I�I UjMONS ANT 'ELEVAnON FAI LOCK'2�or M4Y 61:f tlSED;AS AN'iNSfOE!OR,OUi9D>;.LtlCit,ATTACHED•TC$�f aft, CEN1'ER9ITES WJ(2) i/4'0-20 x 1/2'LONG.FLAT HEAD S.S.M.S; LOCAY*N OF LOCK-'tHAU.@E AS iND=TED.DN SHUTTER FiEVA110N. ,. ' -PURPOSES,�`UP TO'TWO 11V� LACKS OR .NAY�BEUSED.AS...AN.INSIDE QR OUTSlflE LOCK..CONNExTlON OF LOCKSTO CE74fERNA1FS OR SHALL BE AS INDICATED ON NOTE+ 1)ABOVE. . 1OChT10N OF�U)"S, `i r 1)SED WLTIYD H.V_LOdt$ -LOCKING RODS ARE,NOT'REQUIRED AT URI2ICAN POSIRDN;,t3UT MAY �E 4 s plea 04 far 4; � BUSED IF'DESIRED TD ENHANCE Z41W IL i.PERF MANCt� LBCKING.R6D5 OR AN.ALfERNAl1VE DEVICE 11 RWY'ALS0 IF. USED AT.STACKING POSITION.(NON HURRICANE POSITION). u - 4. ON£HY'LOCK R�' �.S}W,1 BE: AT ORNM C .SPAN AND M7ALLLTIDNS AT'ANY OR INSIDE.LOCK, �. NDa Mac I+TTUID ro P. CORNER.CENFERA1AT73 1VJtz).t/t -20 x 1 2a AS 01CA.�ON TYU.S. C L HURTERELELEVAAiTIION. AT TTM?&B OM SHALL BE USED.'LOCAflON OF LOCK . I.. MAXIMUM SHUTTER SPAN'SHALL BE DETERMINED AS PER SCHEOUIES'SHOWN ON SHEET 12. C1 p M . "•TINE ALTERNAIEHV'LOCK .MAY SE USED N LIEU OF. LOCK or 'FOR AW SPAN AND TMST. TIONS AT ANY ELEVATION-AL TNATE LOCK�MAY BE USED AS 111 DE OR OUMDE LOCK;ATTACHMENT ..� y £ OF 1/k'5-20x3/s'. S.S.THUMBSCREW. O @ OR .CENTERMATFS SHALL BE:MADE.w/1/4.0-40x3/4•ALUM., =U/7 AS-SHowN ON SE7anok HVE,SHEET&ON LOCK SHALL BE USED AT'1/2 Or SHUTTER SPAN OR TWO* -ids " LOCKS AT 1/3.OF SHUTTER SPAN. . B.MANMATIM CONDITION 43 FDR: K,rrluri.INSTa,1An ONE FIV LOCK 'w �or SHALL BE 14l'StG�� ":ftt�' �. �. USED Al'i/Z OFSHUTTER'"SPAN FOR.ANY SPAN,.OR 12'ASLN£OR BEi(TW'iJ2 OF SHUTTER:SPAN FOR SPANS UP - TO W.AND FORANSTALLATIONS-AT ANY EIEVAnON.Af+ LOCK of at "IJAY BE;USW.AS AN INS:DE OR ATTnc:HED TO 4&Or,@ SMMErmrAL.G£NTF.I211ATE5 W/(2>,i J4-20.x iJz 1aNc..:tV�r NEiD s s. SM END Ms:LOCA'IiONoF t.DC7t"SHALL eE'FS WOfCATED ON TYPiCAI.5lTUiTER r1EV¢noN.USE- LACKING RODS(4 Wf DETAILS.ON. D r E N 1 i K L Y P 4 ■ V Y OR :TOP ANO EKiTTO,iT,f.COMPE.E y AIANRATORY. . is TYP.FULL" N OOF CRNp �asT 'NOTES t)N 'HV T Loas AND mWERMATEs.- ER it 'MR BY Ir CENTERMATE �:ONE AlrET@NAIE HV"f"LOCK .MAY OF.i IN LIEU OF HJ LOCKS OR's FOR.ANY.SPAN AND. IDE LOCK ATTACHMENT Of LO hKAL TE LOCK BE USED-AS AN.12610 OR ($;T ANY NCLUDES.UgyTATTO REINFORV LJOCKER Y.AS�SHOWN ON SECTION H4G. a;WHICH MUST'BE DF TACK9 . -0. �3m..eA3. w CONNECTED TO CE MWATTS AND W/ i/4'C-.2O x 1 1/2;LONG SS.THREADED.BOLT W/71WO x 3f f4- -� 1ANNGNIJT Oft W/''T/4'p-'2D�i-s=S.M.S.INTO a TJ4^Ox 5%8-RT'�NNUT' LOCK MAY.ITE INSTALIn AT MOSPA.N=oR'-12' "MAXIMUM�ABOYE- 0 BELOW MIDSPAN. USE'OF TNO LOCKING RODS�S�'TOP.'M1D W04 IS`MMMTGW. *NOTES ON HD LOCKS 1 ,'ONE ALTERNATE FID LACK Ci .lNYBE USED IN LfEU.4F TYPICAL: t In BLADE SHUTTER ELEVATION iIv wcres oR. FOR ANY SPAN AND.'invALLAnaNs'AT,ANY TIEVATTON.ALTERNATE 110 oft.0 USED N.T:Sr .. .. AS AN INSIDE. OUT".,1� LOM ATTACHMENT OF HD.LOCK{Saj TO i .IS WJ 1�./Et x 3/B FH;S.S.YS FND MCLUDE5 RFJNfURCFJ4ENr'TNSERT A$:SfTOWN ON.SECRONS408-1T AHD HOC-1NG,'.SHEET 10,LaX MAY'GE 0WA,=.PT MasPAn OR 12^MAXIMUM 8U.0N OR ABOVE MDSPAN.USE 8F LOCKING'RDDS @ IS CONPLEMY Ofn"4-, on High Velocity Hurricane ne . A� ,y, SJ 2015-.FASTMN METAL SUPPLY,JkC. BERT H/ im Accordion Shutter System A.S.S.A. H.V:NJ�E.�Tt W1ORw/o KV H4rmow.ei)7E Amedcdn-Shutter Systems Dr3znlvaaDON DATE DN7YD7 w;i STATE OF TT ui tL5una'Iw ENGINEERING COMPANY o{ �` h3oclation. Inc. I OLD 11-iso 4/1S/15 DaTE a/1a/is 815 N.R:3WlI.'.SL.Ste:3D3,'110.G3AA';A Me Fld�a 331 PEo+ro (303)$Ti,.133D Fox.:(303)37,-Is3, 42ti8 Westroods Olive z DRAWING No RIG\ � t9_ itg�'"" West Palm BCoch,:FL 33407 3 OMALE ,�•1` WALTR A.T1UJT,&r.P.E. a �J'-OS�J �qi FLorigA L:c;-!441s7 D SHE'£'[' P.E. SEAr�}�tltt'41"RE/DATE a 20 CRETE ANCRORS rrovaEu caNix POURED POURED,CWiC TE :(SEE.SCHEDULE ON OR ETE Z OCft' CONCRETE 'SNEEr.13) .. ,,Dim tN'ACHiNEOx3 ..5. RELRki{EV . RE001( D -. rLR (SEE SCtIEDi1L.E ON Wf,1/4•_20. CotiCIt E.ANCHOR51 17 i 8 a:rE{sE uwNlLan® SNfEi">): SHM 13) t2`O:C: {SEE SCMMLU;ON SHEET t3) � .. WNG 1/4'-2D fM5 t/ - `19 Q E4 0:72'.O.C. I-0A D p; aMax. oanoN++i - I1 �. mQjo cim L 11 Fm" GN l) • �1N MIN.SEDAWSTION TU CIASS) vtm9AS� / i OR.'.@ I 1. ayss�—(SEe ON SIR t1 , W S91T 19:WR :.1' SCNFDUtE _ axomeyla. I MIN.SEPARAIKIN TO,CLASS. _...."� '�"{SE£.SCNED u ON SHEET II)— . ® b}( WALL HEAOER 1NSTALLATiON g,HV WALL HEADER INSTALLATION BY WAU. HEADER, INSTAL AIJO t kEY.9MM EX1STUiC. f.. -� MIN.SEFARATION,TO CLASS' i (SEE SCNEDOL£0.4.SHEET fi} ,CAM--4- UK a 0(sE°M 'I +`. i' 0R (g. enN.sEvv+ntloN TOCLAcs I ..I t ._. scl a stET I: �'.-{SFS'$Cf1ID71tE C4J SHEET 1I) OLk � i 1GN�9iEi�ro r�p»2o. yyttly�i � .1 I BJat3mk:Qy, EXt5FIXCa OFNONAL E. Int ili i�l �� OViiONAL i• � 1/4'+Gmc. � Max... i •-13�Q LE OQ - 12 OR tPtmita5TRUSSS.s . WAD N TCfi4C5 A'"5.5-Ptii[1?S . - tMGtii,19:SCREt45.U51 CTRU55 3J1tr+Ci9NESCREWS ANCNORs,: 1 18 t:.. t�;^-za Nuts:®t2�CLC { o�ON 7 t/4-2v NaJirs e'tz•O.c (' SCFi£DUEE ON 5iiE£T';1J) .Mtap 5'OURED CONCRETE. SME£T I3 . f?OURED CCINCREfE OR00,1CREIE DCOOK oHlroNCRETE S=K .... CRM ANCHORS RE4uIRED'. RECUMI). QD JtV:WALL SIL{, INSTALL*TION Pam ca avE sxa(% E J�V WALL SILL INSTALLATION T i4) OR CONCRETE f3L=" WALL REOURM' (g BY.WALL ,SiLL INSTALWTtON NOV a mim or=mm- INSTALLATION DETAILS W:/ I-SSEE-SNt:ET'4 TYP4CAi.SMiUT3ER; }E D- 'ET OfSTNtCE . 9-ROW '*'SEE L3MITATRiNS"Of'USE.FOR: : H V BLADE, 2-MOw+nNc sT�no,+s'CAN*S&CGNDI!!ED (�E sv::ci+'+cARGNs oti stiEEf'i� IUAOE'I�ni+SNE�T•1s p1 ANY.WxY'1O SUIT ANY INSTM.tMMI ' - u1u►eu' FLOMDA Bl11LDih{G CODE Non. High Velocity Hurricane Zone a 2ot5'.EASTERN:ma&swpP y INC. BERTHA HVim 111. E C`O Accordions Shutteir System .5, .�1�„ * ' RV.BLADE X11 W/C W/0 IM WWW BADE American Shutter.SW' ems ocscin9noN Oxtc onAat+:ar: N.L. F 4^ 7Twr 1MNG ENGINEERING COMPANY 'Assoctotton, Ind. 1 � OLD 11-192 - 4 13/15 rWF: 4.13/15 'Q .(V`., BS59.N.p.35tic sl.Ste.9»1S 9A 6/ItDFeK.•mmnxw ga'-E b r Tho e:{Ios)s�I-1330.F.":(30)T/t-tsal 4268'Wasfroods:Drive s, DRAWING No ®�og000— West Patin Deech.:.FL 33407 s oruaL ti 1��x WALTER A 31LUt 41.RE:' 15-085 / N ++bE+I NN1� no�oA'uo d 4.4197 .g SHEEP P.E, SEALJSGr�'idATUREJDATE a• - F ._.53A.P:�FI1Gt8 ©.'}.�. /'?rt;i+rI,S1�AO1arl'at7FivD9snE.R AcfcOsCei>xraDATeeoEougim.wa-g.iR.R s. ,e:��' Cx�,'SS--'=t�S( m(asux:m.;gizrrnwseEvasmunnroa)[e•r - . t7USDNa r'j'( "F snxrot 9S8DLViAn.4) "POtRED' NE!TULEON3) to C" ote aoxRED �� EASTINGR4C#aR LOCATION 10x314 HIXWASHER H 3n 12'OX- 8, YCONCRETE ANCHORS ,m, .., r' rr APPUCAH(SEE,SCNEDUIE ON Sim, 1 . OF E%ISi1NC' 1 i i OXE OF ' �t:. EDGE •S G', AB If, AppubrAm i 'mom �, .: �11F?D CONt51EiE KaY,7tLyLS.• f "1ii®a Es4.tMO.. ,► .. - REQUfRW i .. ,� SCHEDULE:ON SNEEF [4) CH Sim 1119 1..OR COKCRETE FIAT WAD.COHCREFE.NiCtwltS . (SEE OCHEWfIt ON SHEET {) li '.TRENCH tNSTAIl•ATlQN Q HV WAIIC—OVER INSTALLATION AUD;OHLY FOR UP TD+7D. —76 PSI:A.P.D. Q HV FLOOR INSTALLATION' 't' DESIGN'PRESSURE RATING'&FOR SPANS PER (� HV CEILING EA-LI.ATION SMEDULE#4 SHEYF 11 �s 'CONCRETE Ai{CttOR'S --'� rot saw.rnve (SEE SC-juZ'a .. •._a..M...,._..W+..,Wo ow ammtd sra t t OOSnNG SFPEEr,5 TEL7N6 c O1'1 i0 / s j ,/47 CIASS -lrs` s ,v 1 Gu , FASM xa rrr�+A 04M W� ,� �'Y,L�tipYVldpr,W' 1 3/{'!Qt'd6Ed&NtM-O{` . 0 t 41/47 6'LW LP 7FOR O a OpEq R .t .1 � n ' (r �� - .' �SEqM AT :Y/2`(Md( - j1OxS/4'NDC.:- a 3 WAX1 � 114x3(4- HEX HEAD TEK"SCRElVS.!dO d.C, � ,. .. :.. .-_...w � 1{x3/4 S.d.S.� __ - I' :F•. r tJN4,a./f-m tnstS 8 r 20x3 OR / 1 4 0 2d'csca#+cserE oryuioas W/NUF,a"9 (SEE SCiiEUU(E°ON t O 9"O.C. 1- _ pei:- O.0 200"URJ 8' - . CONCRM ANCHORS SEE.HCT£ IS(e) _ .... O „ POCO {SEE SCHEDULE A URED NCRETE AS ON SHEET 1 •. :9.9 .. .,. NOTE 1 R[amrm� .�.„.. .. A66REaPC1HiCREfE ONSH£EF-f . .. �O ETE_SidC1( SHEET.ld) OR CONCREFE�BtdCat < . REOU1REn ®i tCjONE MOUNTING— Oft-avgorua rouitEn. a IiY �Y9 b f1x41� INSTAI IATION Q HV WALL.WAIX-0-YE INSTALLATION so, RT CONCRECE t�outRED: Q:HV'RAINGUARO INSTALLATION t YM _.. - •�: THIS RMALIATION'SHILL RE . E.D -EDGE:DWANUE. 110 0YA9LE WHp+.'PERFORMCD... . .. AD}ACEN,'lOAN OPER.4Hi.E.Exli' ;�SEE ATR#t5 ttf!t)SE -EM 4.FOR T,T R (SEE F> Tla t EET,3� dR_ENFR �E"�A oN-EET,9 INSTALLATION DETAILS W/ t HV BLADE. ASSEIt} Y . Au�o WAY I ' uiEo FLURIQA BUILDING CODE Wh 11166:Vstocity Hur>iaatie Zone � PPLY,INC. .......!<<iT'%'�. — � BERTHA 101.5 EASMRA �HVTm —TE— mSuum /� ��++ /� Accordion Shutter System American Shuf#er Systems OUSCRwrox aAU Mw”ay! WL 'STATE, — TILUi TESTING::'c ENG1NEERiNG COMPANY. OF c i esss xW.s sae vFn�a1 CAMM..nU 931` Asaoatct(crt, Inc , : DED°„-,9z d/,a,s onTE 4/,a 1s ' (SOS}6l1r,6IIO. .il 4268 Westroods Drive s DFf,YllNG No' �C. .-Mo thecoocot�em Wet}t Palm Beach, FL 33407 3 6I �s 15-085 '�ifiy�SlQN.1iL ti`�t��`` pWfi A nun a.:ae 4 P.E. SFtdI)f SI�NA�l1RE/DATE Fw�a u` $d"c� 6 SHE7 F 16 5-a Hams oa,uxo4a RODSO,NY Lmxs a'We, DUSTING IN wc sass `�' INSTALLATIONS 'W/ 1 HV AVD ALFERIIAW wY LaCK 0 as SvEff S. **. . .. ,. B1ADE SIAQC;CEl'AA MIF FS YAUD FOR ALL BLADE 'W HV NTERMATES C NTMArfs'APMCAPON WIN MAMQ OR. SEE END wAlE QQHHD.I H CUS11NG.:GLASS DETAILS ON SHEETS 10'It 18, (6063-T9Yr.-Nal S Q AiUM. S 1/4' Y "6 7/2" T arae w/(i)�J4 s r tTa• o , OPPOSING ��:TRYAL ANCHORSr.-Nal 0 12� SOC N7 MATS .. (TryV/EOTtoNy 4i3/a• X, . c� TFN .RMA s f1 iT)8Tax1Jz.5:Id .TD TMoc,tuiE eewgn or W OCA$ TT)crass: . s�saa AT EACH .* 3* � :oN.s+EEr liy IN -:T; 5 Ta WVB UT HVC HVA m��®>Q« o•� : -POVRW CQNCP=6R� CONCREtE moat WALL,, _ 1 "0040"p er, : _ � 1 — — RICAL 'N —� �:� — ---- sslvc' 6." .' °'S '7 f "' MIN..SfPARATM C LASS CENTERMA �,®"'�`�"�•:�� (SEE SCHEDULE 5' --.- - �*�,_� _ * oN sNeEr Ity EPARATION q (SE, scHraLtt�- IN. aPtrorra ON SHEET 11) (INTERIOR) —,..---- 1 * 3 6 1/2';AA%..M= OUT i FIVE _.�** HV HVD FMA BUONG CODE Non High Velgeity Hurricane Zone `II(IMIN [f!1!/j/j 0 70Z, hSTERN MAL SUPPLY.INC. bEprHA HY>a, P \GE j�� Accordion Shutter System. /TLc E d tNc. ASS.Q V.A/� x Nv RAM.#1.w/(A wjo:Hv Wtoav ettDE TILLIt 7E571NG+Lc.ENGINEERING COMPANY American ShutterSystems LV. Dfscaa+M nuc 6r: u.L .e STATE OF Q e t m.5-66 5-T^.5-a.gas uma A!cirtDas F°MPANY Aisociatlan, Inc. t CLD:11=152 4/i3/15 oJa 4/13/15 FC {3D5)67.1-15-30.,rax:..(3os)an=TS71 42fi8 WODtrood6 brrvo DRAWING No RRI'QP a� rrTecocoid am West Palo Beach, FL 33407 a 15-085 4J FLORIDA ua,® ,167 5- SHEET P.E. 11h''E/DATE 6 8 Ol•20 s - LOCK V. MA A ' " " ,ECSC 8 1 Y — e'o rnwwEcrxau nEruis .: rs �{ 'k,:9s; INSI'AL,LATI Ott (J�HV #LADE oufl y(I HD CENTERMATEs Sao o b«L� �a u m Y m Qin 6•?a 8 1 LlDgifD Q4 h65'S?@E�.WtE'ISfD iRl1 Tea K 1n- a I)ETA!!S aw sNe.�Tsa r �a. ^fir (aansw*i) SM am WUL Commmm __ _� ,{) .) : * It+l TwiN �, (a)aw O`wit ma 3D NY..."T'•; ), wws(1rr3. t 5 3 LOCK(INSIDE) O 1 - - ------ loll,• � b t 2 2 a Or g 5 3 OUT @w 31 oa� (Et�oa 2 ' 'sm 610+V.wox �}. _tJ a" -so x T �:. * w/ /a"m x 3/32" WINCNUT. i« u HOR Ilya OC1T Noc—Hyc- SYMMETRICAL HD CgNMMATES SYMIACTRICAL AD C M1ERMls . 30 HV "T LOCK (OUTSIDE) LOCK (EXTERIM- Wli'1.00K (� iOR� t 5 1j1!y'li4Ne4g1 zeQa-r$idldYh LAdX FUME ride- ns,wrax�ciursn ar w�a� ,E>�,vHessanrr.aEr.� O U ®P,©��•O•�® otfRa 0a EIXW_ �R� V-V-%w 3 . *.Sox waies os+taama Aaoso t Img Ewa as s. � '�`-unsm+ea,v7c(�ot✓ua�ao-mv�s . wn rae as mn ap=Ar+vuaaa I nwx:0. t3l}b—tilll3*# FLOATING STACK FLORIDA BUILDING.CODE Non High Yeloaty Hcirr3c0ne Ione v�,�GEntsF T`i9 B. FM . HYTa S A Accordion Shutter System �� .. � IL E C O >,N,- �Y RAW#,W OR W/D H.Y."WH BIADE. Awheridan Shutter Systems DMIMrw« aurE DRAWN er: aIL 0 T1LUT TESTING&ENGINEERING COMPANY a i TATE F tr Aeaoelatlon, Inc. 11-192' 4/ra is WE: 4/13/15 • tV,�. eass kit.ase s+:s:a.am vera+ewx nam+aii DRAWING.No .� . rAow (30 !M r.:•(301)571-11131 4268 Wastroada Drive x q, �c`SS`DN�U �wra�e®9.c„n West Fnlm Beach, FL 33407 3 '$_0$5 N" 8/041i#�` WALTER w Taut 4.p.e rlortna U6..8 441e7 s SHEET, P:E.'S "f`II�ATURE/DATE a 9 OF 20 . POURED.-.66MCREfE.QR -.POURED CONCRETE _ POUREDCCON M W l� RETE . CON fXiETE;,BLOCK.WALL OR CONCRETE. . RCW WA RE:OUR3ED BLOCK YlA1l REWIRED RETE REQUIRED -BLOCK MALL REQUIRED � .. CONCRETE _ �E%iSJSdC.. - .. O( .. LASS _ 2'41N EXMTM MASS- CLAS_ :"�{O.g IXiSi1NC.,CLtSS 7 i - 0 _ _ WL SD'ARVION - r T^. z-raw: "� TO a:ARS(SEE ..- MILS oN , •ON:S}fEr TO E9t SCIA t4TION E0 ED MCIASS-(SFE H2tE. _ TO OAM(SEE sam4.E ON r/i 6•x3' ...• �. am ON Sw 11'RR AND-(" -T1i)Cotd�' aN , ® It FOR BLADE VRri BLADE®A\O ON S:EEr FOR ALUM.(:LOSER / - ON,9EF3.19:FOR (LOCATE'AT 1 :fiMFS PLATE,(LOCATE t/?� , ,. 9AOf.+Qti QA T'— Q$? tRi DES QA rO)SfDE, .AT EITHER SUE MW .. t/2'MN. 4"USE 1'OR 2 tM1t. ftgzt/2 SACS. (AS ADPL ABM 1/8W-2- �_.....���. '---- �tOzt/2'-S.M.S. '®Ic O.C: :AIUMIMUIi CUP `� , uiorlEK�Fr . .(t)410=1/2•SMS.TO O& 4 (2)t/a a TAPCOtS 70 WALL AT 1.0C.( TE AT S BLE i+�cnoM 1 OR, . '. 11TH T stDe of Cab) 1 OR.. QRTE CONNECTION :OR:�' rD:•TRACKs �4�p a •. SEE OEr L X' DE TIdOa©•Uz;B 1 ,�' a�6.s7�8 •.�" 'TD 7fiACK,s' att6��,, 7,. a a SION.. !� '�°`.��,_'�F.7--0��� __ •Q�aA:/.®°`�. Q®'° �•�®�© Q/�!.©�,�1 'Tt3ACKS �',�`"©'`L�'"©©.e' ®(2),*, "`l✓•l'i`�® 4y�1,10'V„J'^l;!'l'J'® ®t�e�.®'�o 8r®m; ®•(31a®`�"l°J�®m . END CONfJ [1QN_DETAIL IQ N ENb. CONNECTION DETAIL 3 END CONNECTION DETAIL'® . A i REQUIRED ONLY F'OR SPANS CREATFR THAN:l e-Ur pMNG.GLASS. , PQU OCK.WALL CONCRETE OL �� DfiSR 4' J-'' NC .. � / GLS' (a REOWT�D .L � 5151ARATION IT .TSO. ®_16M.C. .A9N. "OR � . .TI ER BLADE®ARD CON t/7'AiIN. SCHEDULE ON'SNF£r 70 GLASS M _ Ll`'''' ONS=iF. 19 FCR ANCHOR O it FCTT LiAC£QMA .... El , RA0050&0 12-MC. ON SHM191 MR AN MIN, MIN, MTM 4 6" OR$ 1." GR: 2-MILL 2 iAM. ♦SE'E L➢6lITM643 W USE FOR 5 DLAOE'.QOM WEET':t9 �OR©��QR 1( QR� YMV Y t OR N(W PLAN ""Oa®��� OF-TAIL CONCRETE oR .® Q.'CO�ts}"�•�m_: ;�a E sT N` CONCREt£eLoac;cul. ®Q REOIAREO L1.CJ`� ®•:�©®� ©•tQ ��©.p.g�a `. N BLADE V WINDOW DBLADE INTO �•� .6 • CO CRETE OR CONCRETE BLOB WALL.. ENb CONNECTION DETAIL 5Q eQ.Qg� O 0•®"."IND CO CT ON. DETAIL 6 — � 1 !+L "-Q�'� FLMDA Q�3{LQ1N6 CODE..Non High "Velocity Hurrcone Zone J4JA�' 0"15`:.EAVMN'METAL:SLMY,IfIC.. Q�` �cErls'T�'�' BERTHA TTS A:S.S.A. Accordion Shutter System KV,i ME p1 W/OR W/O KV.IMMIX MAX Amadei "Shutter Systems MV.L W DE3c$vwN MATEpPJ1pt,ttw y, TIL.Ufi"TE5TING,k EkG1NEERING,C0MPANY STATEOP as Nsr. ,SL;Sw 306.weaaA.r,�Mm Abm4 PIG( Association. Inc. t OLD t 1-tsz': a%ta/Ns w38t uAtD .a/t3 rs �, ORI Qhoni;(xs)sT1-ts70,res:.(sosya2t-Ts31 4288 Wesfrouds Ortvo x DRAWING No West:Palm Beach, FL,34 17 s Tapta15^ 08510Nl� � wJiTRA irr.PE as PE. ;;kx � 'SHEET 10 OF 20 ' ,$�,HEDULE_�1 srNGnL1i F �3' �EQULE #3 MAXIMUM SHUr1ER SPAN° "L+ OR'L * " iMUM SHUTTER SPAR L}` . - MAxIMUM SHUTTER SPAN L+" Vic;• (k.}. FOR INSTALLATIONS W/ OR 1 (k) FOR. LNSTAII dnO1 r�cltt0 = R 1.--' (tt.) INSTAIIATIONS CENTERM91E8 Q�.do®'.or or INSTALLATIONS Po/' qT ..... CONCRETE& WOOD Ci}L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEti W/ONE N.V. LOCK or Q or or ae. gL.. W/ONE �/ LOGICS - MANSOIRY P"TNE AS.D.DESIGN PRESSURE RAUNG; HD LOCK (9%Y/NO LOCKING RODS or ONE.tN LDCK or' oc L 1.MA)L ALLOWABI£SPAN RIR A GIVEN NEGATIVE CENTERtdATESa@& WJ ONE-HV W/Np-,LbLTONO RODS "r O W/.NOIOCKING� WALL A;.13;.C.0, M N. O. P. O� ts.S,D:OEStGh1 PRESSURE RATING. LOCK&W/1WO LING RODS`o'TOO& (SEE NOTES: DOS' MOUNTING R,K &L R. S. &"1F. T30TfOM SEE NOTES (VADA FdR MOUNVNcQ (Y) PROCEDURE TO DETERMWE.UMMUM SPAN..FOR SHEET 7) FLOOR/iMLING c. H, L.n,'a T...u. W a�x SWILL�iarri7iNGS(W/BUTTOM)OR FLOOR/CEILING; Corot is dc'w000;INSTALLATIONS V caKCNe1>.x wopo MpUNT1NG &M + N A A.S.D. DESIGN PRESSURE RATING, A5n'aaa4: .. A' " ASA:13554'71 INSTALLAUONS CNE POSiDVE, Prt WALL MOUNTING FLOOR/Clitpl.C, WgL UN M xasan DESERMiNE+MNOMUWSPAX%+'FROM SCHEDULE W UOUW440 w»ar :, wdao: nowe/ce"Nc:uOUNtwO; FLooR/Gfl11NG aw9rIReC tv+s•>-- T;iVEN:A NEC.kTNE_h$.D.DESIGN,PRESSURE-RATING; t+oa-1 ..OR DETERMINE MAXIMUM'SPAN 'L- FROM SCNEOUIE .L-(rt} Lt l-(N Ls l-{ft1 t't'.pq l- MAXIMUM SIVITER-SPAN-L+-OR-L-'FOR � ..,. ,. . 1N57%SL4S71.tNi5 am WOOD�SKALL Be 11Mn£p TO FINAL MAXIMUM AI.LOWABIE.SPAN 1S EQiIAL TO THE 30 OR. f8' 0' 16'-0• 16 0" 1G-0' 30. 16'-,0'. 161 0' 30 18-0' 16'=0" 105 PM.11:ASD_DESICH PRESSURE PATWG. lGF39MlI1t DETERMINED SPAN 6EFWEEN'L+'AND Z 35 I4-10' 14'-10' 15-2• 76'-0" 35` 14'-10" 14"-10" 35 .15,-2' 16'-10". " 40 13'-10' 13-10'' 14 2 15-2- 40 13'=t0i 13'=113' 40 14'-2"' 15'-2' (3)1'ROCEOURE Ta DETERfU7NE.MWfINUid SPAN FOR 45. 15-1' 13=1' 13 f T4'-3: 45' 1S'-1' 13'-T' 45' t3'-4" f4'-3". t FN:CORNER' CENiF.RMAlE�3 MAY BE.U.SFD AT ASL COMBiNXG0NS1N BETWEEN WALL MOUrtfFNGS 50 12'-5' '-5' 12-6' .-75-7' 50 12'-5' 17-5 50" 12'-3' 13'-1' MOUNTING INSTALLATIONS: LOCKING SPECIFICATIONS W%FTAOR/4EIUNO;LiOUNSiNCS- . _...._.-._'--- "sNP1L&E,AS INOICAIID ON bViNOAY.ORY CfJNATROg4�2 11'-ttr .1 S'-t0" 17-1 55 11'-19' 11'-10" 55. tt'-1'• TI'rt1". Pow GIVEN A.S.D.ADESIGN,PRESSURE' 60 .1t'-4' IV-4- it 7" :12'-4' 60. 111-4` 11'-4"- 60 10'-2' 10'-I1" NOTE S;SHM 5. RA°TINC: ft5 -70'-ib" YO'-10' 65 9'-5' 10'-1 - DETERMINE: 70 f0-8T -10'-6' 701-9" 11"=5' 70 10'-5'^ 10'-8° 70 8-9• 9-4• L)+=.MAX SPAN FOR WX LIOUNnNG.TNSTALLATTONS. 13+=,MAX.SPAN:FOR FLOG FLOOR/CEILING MOUNTING 75. 10'-1" 10'-1' 10'-4' 11'-!' 75: 10'-i' 10'-1" 7S - 8-9' #t1�PT-MAT�SHUTTER AN Zfi OR. I7•t5tALIAMNS. 80. 8'-10' 9'-10' iD'-0' 10'-9' -80 91-10' 9,-10, Z N10 MAvwm A.S.D.DMNG`PRIMURE RATING FOR Ft1R.A(TJEN NEGA'RYE A.S.D.01s5K:N PRESSURE85 9'-6' -91-6" 9'-9" 10'-5" 85 9 6" -:9'-8' 6$FAUAMONS INTO WXRETE OR';CONCRETE BLOCK RATING: 90 91-3'- 9-3' 9'-5' 10-1'' X90 9'-3' 9'-3' SWL.BE UNTIED AS FOLLQ)M- DETERMINE:. 95: 0•-0' 8'-9' 9'-2" W-10". 95 9'-01 8'-9' 1- CONNECTIONS 70 KEYSTONE MOUNTING U-=MA)L SPAN FOR WALL MOUNNNG INSTALLATIONS. --- L1M11ED'TO +84,72�p.s( ANDs Bt-0'SPAN, SEE La-+-MAX.SPAN FOR FLOOR/t O NG.M0UPIUNG 100 8'-9' W-4" 9,-0* W'7' 100 W-9• :.8'-4' MOUNTING @ ON SHEET 7 .. rytSTAL1ATtOHS. . 105 8'-)' T-11- 8'r9- ;.9-4- 105 81-7". 7'=11' ._ 7'.-7• FINAL.MAIOMUM ALLOWABLE SPAN IS EQUAL TO THE 1fA 6 a T=7' 8 7 9-2` f10: 8-4-: 115 W-2-... r-3- e 4. B-1r T1s_ 8'-2• 7'-3". SEPARATION TO 6ll�S SCHEDULE "I UM LIErN "L14•, t�F- -LY-w k1+v 120 B-b'. s' n• B'-7 s'-9= 120. s'-G' 6•-u' (4)GO TD ANWOR 5C1it7QE'WrM FINAL MAXIMUM •125 7' 10' (F-6 8 9 B'-5". 125: 7.10 6-D" AO.OWABIE SPAN.AND NEGATIVE A.5.L1. RESIGN ,130 r--tr. B 5 7 10 t8'-t' 130. T 8 6-5• PRESSURE RATING TO:DETERMINE MAXIMUM.ANCHOR 135 7'-7"-' 6-2"-'7 9 7-s' 135. 7-7 ._ _6-z WIND ZONE MINIMUM. SPEND, 140 7. s. V-11" r.=7' 7•-6' 140 7•-5" s .11• ASTM E-1996 SEPARATION 145 7-r 5'-9• T-5^ r-3•- .145 r-3- 5:-9' TO GLASS .150 7'-2" 5'-7' 7'4- 7-0' 150. 7'-2' s'-7" 155 7-O" 5'v:. 7-2- c'-s' 155 t'-0' S'-s' 1 fHRU V .160 C-11� 5'-2" T-1' B'.-7" 450 6'-11• - 5-2' .165 5'-10' 5'=1" 7'-0' 6'-4' 165 6'-10' W-1' 170 W-s' 4-f1' 0'-11' 6'-2' 170. 6'-9- -7-1I' 175 6 7 4-9- W`9* 175 -71 4 N V BLADE 180 V-6-_ 4'-8' -TZ-8, S'-f0'- 180 6'-6' 4=B' 185.-_. W-5• 4`-p". 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SCHEDULE FOR-A GIVIN MAk SHUTTM,SPAN, SPECIFICA71ONS ON ANCHORREQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSMTFS (SEE uoulnLVRx F 0.'Rr N off 91Ftls.d.1.71 1.ANCHORS TO SUBSTRATE SFMLL'BE AS FOLLOW: POiINIM SOCK ,M1a3D OO11RBiE - (N ,TO.DGSTING FCURED,CONCRElf:(Mn.I'e.3 k9i)• imun tJE WALL"SILL MOUNTING: V"CflUNG MOUNTING HSJ.FLOpR MOUNi1NG -1/4'0 TAPCON,OR TAPCON VM,ADVANCED TFNRFADFORM•7ECt8NO3DR Y ANCHOR%AS WNurACTURED BY I.T.W.BUIL AX„("re-3 k.1) ... ., - 1/4.11 x 3/4•ALL POM SMM"SEr ANCHORS,AS DISTRIBUTED Err ALL FONTS.SOW l OLT Lk SPECW.YI COMPAN'f.�..W ea-3 kw1 (EL}. tA9W IdHOAE ElesalHE-1W110 tA4Gt HGtitE FT=K MIM �l PAINO - 1/4.00 BV&TAA-d0tiCRETE,ANCROPS:W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DOTE.IN-(WrI..C0-2 1,4 :38. 40 W .7S fN0 120 t00'LOS 30. 40 1,00 175 07120160 205 30. 40 75 90..120 1GU 20.5 -1/4{TAPpp$¢,'N !#0. A5:..MANUFACfURW HY FASTED[fBS:•DNC,:'ANA.Dfif>11BUFED'BY PL4 P08N15:S/ N1.B61.1 ffi:�EC4411Y, 'TAP.CON tom. t4 12 10 .9' 8 :e 6'S.5 14 t2. 10 .9 a. 6 e '6' 14' 12 10, s fl e 8' 6 TAPCON.WIfH AVAMCED ppM•'pN..Ai1Y OTHER AF' MM UGQ D:OR:ALIIEKFRIZFD VE!>o0R REG1SfFRW'W11H THE'AMERWAN SITUTTF7t SYSTEIOS ASSOCMTLON,UNC. THRE40MRO TECHNOLOGY n..fo 3•k.l .141 1 10 0 ,a• .8 8 0- H:12 10 9 S a 0, .8 14 '12 t0' 9 d 0. 8. 6 ALL POINTS'SOLID-SET' ) 14 12 10 9. 8 8 d 8 14 72 10'. 9 8 :8 '8- a.. 14 f2 f0 .9. 8 6 8. 5. ULUIE 7 AP,d,/,;may NOtm, .__ TF la t0 i, 8 'd :9`7'. t4. �It f0 �9 8 8 3:.a• 14 Ti-70 8. 8 d 5 e - A,1)MINUM'DISEAMED CONCRETE OF INTO POURCONCOF TAPCON OR TAPCON WITH ADVANCED TNRFADFORM`UCMNOLOGr ANCHORS ANO TAPPER+- 14 E2 10 -9' 8 7 as 35 t4. 12 10..'0 .d' a. `a"6: 14 It YO e. 8 d 8 _RA TAPPER+ ANCHORS 5',t 3/47..ANO FOR BLUE 7M W/OAP ANCNQRS IS 1 1/2• 4'-0' N lx to :9 a La 0 6' W 12 10 9 6. 8 d' 6 14 12 10 �9 6 0 '6:39 14 12 10. *9. 9 5' 8 4 14:12 1o. .9 5 d '6,4A 14 12 10 9 Al d' -4'3s A.2)1AMMUM EMBEDIFEUE.OF 1/4'0 x 3/4'ALL PC.INTS SOUD-SETA. SHAu..E'?/8'WTO,THE Pwftw LLiNCREIE.NO EleCoitEM 14 22 10 5. 8 5 _r 43 t4 1T -10 0 B e -8.63 14. 12 10 9' B 8 0. 4.5 �1 'IMO SOlCCt7 StiAll BE PFJ8d[FTED.1/4'/-20 SS:'N•ACfRNE SCR£W`U+F�11 SHALL BE 1.111':-LONG MINUM 946tan STUCCO�9=.Mt0 la 12 10: 0 73 5.0 3A t4 i2-:to -7r-'s .8. 0 6. f4. 12 /v' H. 6 7 ss 4_ ♦5'fE �m:tse LORI 1'M2diA1NA1 FOR WALLS WIfH NO STLI6LO, 14 t2 10'.9 d 8 •s 6' 14 12 10 '0 8 '8 6' as f4 12 10 9-- 8 �� �9MET 10 J 1{ 12 10 9 8 7 4 14 12 SO 8 a d s 8:3S 14 12-10 a 6A 6 3A 3 A3)IN CASE TNOT PR7ECA.'T STONE,PRECAST CONCRETE PAUM.:PAWNS OR ANY VENEER BE FOUNO ON:THE:FROSTING WALL OR:FtOPTL 11 12 110.1 0 18 73 4.5 14112110 9 8 8' 6 43 14' /2' 10 9 8' 6 4.5 75 ANCHORS`SHALL'Be LONG ENOUGH To RE-AcH THE•uAw sTRUCHNRe.RENOIR SAID 1TALL nNIsHes.-ANt}d7R4GE SNALI BE AS::INDICA7FT7.ON '14 12 9.517.5 6.5'.4s: - '14 12 10 9 d 7.5 Ss 4 14 f9 10 9 a 6 43 Ss NOTES Ai)&:A.2)'ABOM FOR.BNSTA13ATIONS OIN'Mh 1,SIRING OR OM W3H OR..WITHOUr GETAA..SR1FdS CONSULT'Tia3 ENGINEER.FOR 6.-O. 14 12 10 8' a 8 6 - 14 12 -10 9 6 8 6 8 14 12 10 9 -Fr"63 7s- 39 INSTALLATION IMO.OFS WITH METAL STUDS SEE.SHEET 2A 14' 12 10 :9` ZS 5.6 3 - 14 .12110 d.b 4 53 -4 3 14 12 d 14 13 .10 :.0 8 6. - - 14 12 Ila 77 8 QS '.b-Vs 14 12 70. B.a 8 O 4 - (a) to ExtuiNG CONCRETE BLOCK;'(ASTM 6-90) 14. 12 '0'6.6 54 3 -. - 14 12 10 .9 4 63 44 0.5 14 12 10 0 7 b 33 a. -1/4'0TAPd,AN:OR TAPCON'A M ADVANCED nW_ADFDRM TECHNOLOGY-ANCIOR9.AS MANUFACIUtt)01'BY I.T.W.OUkwt 7'.- 74 12 t0 9 a 8 - - 14 13 10 9 d 7 5 4. 14 la NO. 0 7S SS 4 '3 -t/4"10 x•3/4''Att PO NTS SCUD-SEr ANCHORS As O15TRoAED IY,ALL•POfNTS Sc EW;O01T a:SPECIYOY COMPANY. 14 12 40--.d 03 4 - 14 /2 �8 73 9 43 3s - 14 10.5 7' 5.6'4'S JS -- - 1/4'4 BLUE TAP CONCRETE ANCHORS.W/CAP.AS WNUFACTURED 6Y-FLORIDA FASTENERS Ona.DNt:. 14 12 10-05 7 �:4 - 14 12 8 73 5b < 14 12: 0 7 73 45 - -114"0 TAPPER+•ANCHORS AS MANUFACTURED BI POWERS FASTENCITS,DNC..-AHD DISTRIBUTED'[TY ALR.F'OIMs SLREM.BOLT&SPECIALTY 14'11-�7- 53 43 - 14 1 1o' 73 55 4: 14 12 7 6..4.5 -3 -- COMPANY OR MY OTHEWAPPRONED UCCNSE0.OR.AUTHORIZED MOM MISTER®WIN THE AMERICAN 5fMiER ST5TEXt5 ASSOCIATION.DNC- 14 '12 :10 0' 8 83 ^ 14 12. 9' 8,. 6 4 14'Y -t0 a's 5.33 6-D 14 12 OS 7 5.5 3 - - 14 42 8 83 5S 4 3 - 25 9S 5 4 3 -6:1)k0N8NM t'M6ES7uEITT DiTO"CONCRETE kT1DC11'CR1��IS iIR.BLUE rAP'LY%GRP A#1C1DlL AND TPER AP +ANCHORS S 1 I14'ANI) TAPGDN 14 12 93 7.5.d :^ - »� i4 12 83 8 63 5 - -• 14 12: 8 a 65 4 - - WITH AOYAINCED 11fRfA11FOR11'TFXUNNOLOGY AIK3H0R5 I- 13:93 $315 35 - - a.12 10 __L 6.6 6 14- 13 0 (15 5 4 14 12. 10 .0 'd - 14 12 to -9 73 4.3 14 12:tL5 7` 93 4' - ' 9•=0' - &2)M211MUM EUREnM600'1/4'0.x 3/4'ALL'POINTS'.501JD-SEH A�tC11DR5 SFIALL DE'ENUREVV EMBEDDED INTO THE CONCRETE-'IFLOCfT:Ei0' 14 113 7.0 e 4 - - - T4 11 7 ss 5 SS - ll- 8 55 45 35 - - EMBEDMENT ONTO STUCCO SHALL BE PERxa1700.1/4'0-20 S.S MACHIN£SCREW USED SHALL.BE 1 1/2•LDNQ MINIAUY RINOUID STUCCO 14 12 3 65 45 - 14 It 93 7 55 '4' - - 14 105 7- 33 a 43 - - EXIST,AND 1'WN14UM.MR,WALLS WITH No SR1CO0. . 15 63 55 4 - - - 14 12 9 7 6c 4.51- 14 1t 7 9A 43 3.5 14.72. t0' 9 Ts - - S{ t2 16. a'd5 .s - tt Y2 5"'d' 5 4 ,:- - 8.3}RN CAM'Tm PRECAST STONE,PRECAST'CONCRETE:PANELS;PAVERS OR AHI'VENEER 8E K4140 ON'THE E7t15E1NG'WALL'OR FLOOR. 14'fa-7-.8 W. - 13 9s 83.b 4.. :3 Io. 7A '5' 4 13 - = - ANCHORS-MAIL-BE LM40 ENOUGH TO REACN:THE UXN STRUCTURE BOW SAID WALL.FIASSMES.:A%CfJOtRAGE'SHAL BE AS,DlDICATED ON 14 it 73 SS - - - 14 11.5 4 6 5: '4 02ZIOS 0 5 14 4. '-- - NOTES B.1)8=8,2)ABWE.FOR DNSTALLAMOUS ON VIM SONG OR In 141TI'I OR YARRAIT�METAL.S11%CONSULT-THOS 04(;NEEN• 03 a- -5: - -4 12 8� as s3 '4. - - 13- 10 6.9 5 4 3 FOR NSULLATiOFN INTO EB'S WITH ATETAL STUDS SEE SHEET 20. .. - 11�-0' 14 :12 10 - - - 14' 12 9 1 6' 43 - - 05 l4 1 7 5.5'43 33 2.9 - 1 03 5' - - 12 9.: 8 45 :4..-3 - - 9 7• 43 35 S - (c): ANCHORS SHALL Be m6rALLEo FOII..OWONG ALL OF TIS RECOMWFNT xwNS Am SF�ECF,1CA7i(NN5.OF TIE-ANf0Ms MANNa'A=KR. 14 10 7 - - - - 14 OS 7 SS 45 - - - 13 85 5S 4S TS SE'£.SCHEDULE BETON.FOR EDGE D15TANCE(ENSHIP D.,VERSUS SPACING RI2ATIOFOR ANCHOt3. 03 7 4.5 - 14 13 75 6 3- - 12 0: 6 4s. 4 i2.-O. i4 12 10' - - - - 14 12a.as 5.3 - - 10 a0 63 s -4 - - - EDGE DISTANCE-VE(NSUc SPACING SCHEDULE coR ANCHORse 11 :8 5A 4 35 - - - 8' a 4 3 - - NAJQwJU ANCHOR SPAOXOS ARE VALID FOR EDCX D15YANCES lKMATED aaM MR r-D.LM.TAW THE WOIMTED.I;F OCE MMC is SPACING 135 93 6 - - .13 95 65 5 4 15.5 T, 5 4. By MULDPLYWO SPADHNG SHOWN ON SC EEDULE'SY THE'.FOLIOW NG-FACTORS 14 103 •7 53 45 - - 11 93 58 43 13 INDUCED-SPA007 RUINED U^>ING:FACTOR':9UNt NOT CC LESS THAN ulHlAa1M.5PACkK.CNOx:ATED FOR EACH.ANCHOR TYPE. 14. 12 - - - - 14 11.5 7s 6 S: - - - .12. 9.. 6 43 4 - - - FACTOR OS-8 - -• t0 75 5 < S: - - •- 7.5,&S.'4. 3' ACTLIAL - . 123 R5. - - 12 9. -6 45 4. - - 95 7 s .4 - - EDGE TAPCON THf�MFO TECHNOLOGY 'PRIM'SL?I.ID SET 6LIlE TAP W/co TAPPER T 8 8' - - - - 13 9A es 5 - - - 05 7.3 s 4 - - - ADE vwANcE MOR:SPACING 14•-0. 14 12 - - - - - - 14 145 T 6A - - fl 8.5 SA 4A - - - - 'ED:' MAL SPACING-3' MOL SPACING-3' :N.SPACING-3 1/2' WN.'SPliONG-3' 3 3/4" 4' f0 73 -. - - - - 8 7:. 43'S4 - - - 7 8. JS S - - - V BLADE D W &'F'OtFB7 tUQEtE CONGGIE H0.X .POURED CONCBIE b FOURFD CONCRETE R Pam COI"=am 15 8: - •• /L '8' SS 4:5 - - - e:85:4,5. - - - w' aCOWCRETC M= WL M-31/Y WL FD..21 3i/v lift tK.00IC CONCRETE..BIYOCK' 1i4 F11a3.VC N.-EA+21/7 12 -9 9 - - - 93 7 45 - - - 3' fA 0.90 1D. 0.76 1.0 0.84 1.0 3A 10 a5 - - - - - 03-8 s - - - - BLADE WORKiPtG _ - 9. - - - - - - as as :4 - - - as s- '3 - 2 1/2' - 0.81 1.0 - o.e7 1.0 l0 00 a 5': 95 e: 4 - - - 11111SQ1) ` 2' 071_. 0-51 7.5 SA 5s - - - - 0' 63 4.6 - - - - 1.3/4' 0.97 - _.. - 0,43 - .. 23 95 d - - - 10 7.5 .-. i6'-0'.a _ - e -!VH - - 6. 43 - D95 7 .s - - - _ -. B, 5. 4 _ - - - FLORIDA BUILDING CODE( on High Velocity Hurricane Z6ne: `'%;M..T1t�Jj"A�: P.2015 FASTCRN UETAL.SUPPLY,INC GENSF '-r BERTHA HVTm A.S.�.A. 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FLORIDA WU11 'r WDE(Non Aigh leloeity hurricane Zone 0 2015 tWIMN.UE7FL Si7Pi f f.07C, ti*uen7tuilyr �..� BERT AM?M AA Accordion Shutter S stem �? E C:Cf aa: �I R. w.1�1►>. FRU BADE#1 w1 OR W/OAV4kV*RADE •. Amertwn Shuj%r--Systems Q_MCwpMw BAGS ww aLL `S Z TT1,LIT TES]TNt7'AC 1NCINCERING.COMPANY• MA Kw,me,.sa"x> -.±..A c oom rwsst aft Assocltifion. Inc. r OLD 11-19z 4 IS 15 DATE»' 4/1,3115 "a � �7 '4265 Westroods Rove z �`jc.� ihionn:(sB5}e7t-ts7o` 7'm:tsOSy3Tt-tsdi -DRAWING No e-mam, West Palm.'Seoch; Fl. 20407 3� 51pTE¢F WAU R ns ^ .PF 4 I cJ (� .�1 rL5ROA 11-_,0'44107 SHE ET OF s- 'JJtJ1Jt �a.+yy ty..t\1j1 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & o HV:*. BLADES AS APPLICABLE X. SHUTTER S + OR L— EOR IN A ` TIO S- INM WOOD WITH HV BLADE 9 -Y SHALL WALL F1N45IL, BE LIMITED`TO 105.0 Asf, A.S.D. 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