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Florida Building Code Online page 1 of 2 �"• ,fit y •� ¢ S�b�gkt¢vg�an��r„��, ��{'�,� f�� -.. "'� (*rove- wis flame i too to ; user Regi6tratror£ notT :Cs Sn{msit 5urcP+arge Stats a-Fitts fRrhi3taVonS Flit Staff BCiS'Site Map i VvikS Search ` BusinesF -) tOeS51 � ProductlEppra4a1 i15EQ:Pubt:citser � ` 1 PreN:rf ncarov,int+•r„:>r ca7nci ar.a edta^a, r• nor n>aMLb,W-,LLt i.Application ontall 6i r. FL.» FL389-R8 = '.. MOApplication Type Remsion Gone Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shatter Systems Association,Inc. Address/Phone/Email 4268 Westroads{give West Palm Beach,FL 33407 (S61)'209-6263 bfeeley@easternmetaLcom Authorized Signature Bili Feeley irodriguezOeastem metal,com Technical Representative Address/Phone/Emait Quality Assurance Representative Address/Phone/Emaii Category $nutters Subcategory Accordion Compliance Method Evaluation Report from a.Fiarida Registered Architect or a licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,)r.P.E. Evaluation Report Florida license PE-44167 QUallty Assurance Entity National Accreditation and Management Institute Quality,Assurance Contract Expiration Date 12/31/2017 Validated By Jahn W.Knezev£cti,PE Validation Checknst.-Hardcopy Aike,ived CerUncate-pr Independence Referenced Standard and Year(of Standard) Sf3ndara x.M ASTM w-1886 2005 ASTM E-1496 2005 ASTM E-330 :002 'rAS 201.202,20: 1994 Etluivalence of product Standards Cerdfled By . -Settlors,from.the code Product Approval Method Method i Option 0 http!//w,vw.flondahuilding.org/pr!pr app_.,dtl.aspx?parani=wGEVXQ,�vtDgvYYI- H2vJvx5... 7/16/2015 Florida Building-Code Online Page 2 of 2 Date Submitted 0412912015 Date Vallittatetl 04129/2015 Date Pending Pi Approval 05/07/2015 Date Approved 0612211015 Ft.# Model,Number or Name Description 389.1 f3ettfta.fiV.Accordion Shutter-Blade 3- Extruded aluminum Interlocking btades retained by tracks(top and 1 5-086 bottom)for stdrm protection Limits or Use Installation Instructions Approved tror use in HVHZi No Approved for use outside HV14Z,.Yes VerMed Sy;American Test Lab of South Florida Inc- :It6pact Resistant%Yes Created byAndeperident Third Party',Yes DE-;SIqw Pressure.,NIA Evaluation Reports Other.Large MISsIte Level'W.Max span Is 12'-7-for 35 psf positive ASO load and 13'-0"for 35 psf negative.ASD load the 14V3 blade w/o created by Independent Third Party!YES ivinaint,btade,S'Q'for 110 psf ASDJoild for tilil blade wlo window blade `and 8'-I I'for 62 PSI,9'-6'for 55 psf HV3 blade vi/window blade Working In urilson.maxspan,for HV3 blade ywro window blade for InstAttations Into Metal Stud walls Is.79.for max,:D pressure rating of+72,72 and 84- for+64,-64_W it, Paris g 4 See sheet 5 for ASO pressures. 89.2 [Bertha HV Accordion Shutter-Blade I Only Extruded aluminum interlocking blades,retalned by track,,,,((of)and 'gNqn-HVHZ)-PTq 15-035 bottaim)for:Sttirm.p.tection Limits at Use Installation Instructions I Approved for use In KVHZ-ho —S.Atf Appi6ijed for Use outside HVHZt Yes Verified By:American Test Lab of S uth Florida Inc. 0 ?i Impact Resistant-Yes I Created by Independent Third Party:Yes De5I%m Prftsurje.,N/A Evaluation Reports Other.-torgentissile.lavel`D`.Max,Span is 416'-0"for 30 p,s,f negative. T;t:q's Pit P&"A.- N- r-,P�L' ASO load depending on centermat and locking rod conriolira tjon ficir.the Creased by Indewdent,Third Party:Yes HVI blade,8'-O"for-twk,-72 0.s4tv load for HV-bI6tfe'f6r Key stone mountings 7'-0'for+75;-75 p,s.f,for metals Stud mountingq and 8`-0' for ilop4J'fdr"VX and HVI�A working in See sheets 7,11 and 20 Ta of installatlandrawin;LS:for=04-aris and ptessures. 38 'ordicrt Shutter-COM80- Extruded aluminum frittulociting blades retained by tracks(top and DrWg.15-084 bottom)for storm protection Umitr,*f Use Installation Instructions Approved for use in"W42-No LLIaLak-u. lw: 4pprovecl4or use outside MVIIZ*Yes Verified By:AMetiC8n Test Lab of Sotith Florida Inc.. tinPitct ftesfstiaftb-`Yes Created by Independent Third PaftY.Yes Design Pressure,N/A Evatuatio'a Reports ,Other.Large migstIC Max.16-0-Span at 30 p.S.11 ASO food for Blade I -YL'jq2.A' As !Nc. DV.M;.VT-08-1. f ii and'16'-0'for Blade 2.$66 schedules on sheet 12.25 and 28 Created by independent Third Patty;Yes respectively ........... ...........-............................... Lgritfitt j5KQ flouth eonrog Strect,Taqaliasscg,FL 32399 Phone:S50,182-1112 The State of Florida Isa.AgtEEtl,einpioyer,C.-ftht2OO7-2013 State offloridar,zz NiVacy Stat9ffl9rit-.-A9:ce�, Ibj1IrV 51atome ::fighind Statemenr Under Ronde law,email addresses-are,livii4t:redordS.'It you tl*�not want yoor e-mail address released in responstio,6 public-records request,do not send cletimitc mailtitAh"is'entilty.Instead;contact the office by phoneorby traditional mail.If you biwe any iltre,;tIons,Please contact 850.4VA395.'PorSoaat to Section 455,275 (1)_Morida Statotis,effective October I,I01;i; underchaptiti,166.f,$:nwsk vivvfde the'Decartment wAfi cam Th'. etnaft.provided may be used for with the tkimee.)ioviever emig addresses are public record.If YW do not Wsh'to siippty a,personiil address, please pmvtdo the neliannient Wait in email 316(inns which 6nite made avallhitle to the inibli;,To,determine If you area Rcense&tinder Chapter 455,F.S.,please click here. Product Appro"T Atotpt;: WIN M E9 E. 11C.CI4ritV.k,..I R w, Now, http://www.floridabuilding.org/pripr_,4pp..,.dtl.aspx?param--w,GEVXQ,A-tDqvYY.HH2vJvx5.... 7/1. 6/2015 GENERAL NOTES: 1.BERTHA NV,ACCORDION SHUTTER SYSTEM SHOWN ON TRS PROOUGT.EVALUATTOR DOCUMl77I(P.E.p�BEFN-VERiFtm FOR Ct1tSWtaCE OF AOCORDANCE With INF'2014(Stb fDIIrDH)Or 7}0;FLORIDA BUILDING NG COD£.:RDS.ACCORDION SHU TER SYMN SILALL NOT BE IFS 414 AT,HIRIT VELWTFF HU ZONES, TAM t^ t+�t �^cw,^� DESK,71_WW LOADS:SHALL UE DETERMINED AS PER SECTION 1620 OF THE ABOVE ip3MONEO CCN7E,FOR A BASIC.MND SPEED KOUM BY 14E�JUfSO rom WT(ERESHUTTER WILL 7AM C.F-CONTENTS EN S BE INMALLED WITH A VWCiit7NAUTY FACTOR Kd-DA%USBRT ASM.7-10 AND SHALL NOT EXCEED THE MA)QMUM(ASO,)OEM PRMSrRE RMINIIS INDICATED ON.SHEETS 11 TFRtt!16,`10&20. IN*Rom TO vemFY THE AwvE coNxi7N,LA.we otsm ww Laws,umviN£d PER ASCE 7-10 SHALL-BE FIRST iHEPUCED;I'0 A.S.D,DesiCR.WIND LOADS ARrA JL W M= of MULTIPLYING THEM BY o.0 IN coal to CWFPMTE THESE W/MAX(AS.D)DES04 PRESSURE RATINGS INDICATED ON SHE l- t1 Tift IS. 10&20. CE?03LLL NOTES SKEET t IN ORDER TO VERIFY THAT CONPONIM AND ANCHORSON'TBS P.ED.,AS TESTED,.WERE HIOT OAR STRESSED,A"33 S INCREASE N ALLOWABLE SIRESS FOR'MRD LOAOS WAS MOL LIstD'IN THEIR SYSTEM COMPONENTS 1-2D SHEET 2 MLWM 1tOWEVER.A WIND,DURATION FAOTOR CDc1.00 WAS USED FDR:YEFWTATW OF FASTENERS'IN WO00, SYSTEM COMPONENTS 21-37 SWEET 3 AR rrETRTHt H.V.,ACCORDION SHUTTER 3YSTEICS ADCOUACT FOR WIND ANXI TARGC MISSILE IMPACT LOAD FUG VER BEET M R4 ACCOROAHCC WITH=DON 1409.1.2 OF THE AW&MEMIiONED CODE AS PER TYPICAL SHUTTIB%SSE40LY 38-44 SWET.4 RF7R3TL75: TYr§CAL XTI4OOW BLADE R WINLJDW DETAIL -hN MADE 1021401-p3./0715X1-03.€100/.01-05,(1214,01-05:10317.02-00,/0409.Ot-10 ANO 10210X1-11 AS PFR__TA5-201,TAS-202 AND TAS-2013 PROTOCOLS AIM ASTM'E"1686 ARBA MN Af)F' 1�' D'IJV VflNQQW M l� AND E-1080 STMiDAFVS(MIME LEVEL.D,W60D;2014S 1.2&.3)&1i220.O1-TO AS E'ER TAS 201,.20.3 k 203 PROTOCOLS LARGE MISSM a F7&ELLONX0 -HN WBHIOW BLADE 9 10306.01-W1 As PER'.A'.YTM C-1806 AND E-1996"(MISSILE LEVE.0.W9HD ZONES 1.2.3)RAM PROTECTION ONLY AND 1 O71,S.01-08 AS PFR TAS 202 PRUFUCOL. TYPICAL.SHUTTER.ECLVATION k NOTES ON.LOM SHILEY 5 IN$TNLooli H terms A-F.CONCRETE/DLOCIC SHEET S 2-NV BLADE(,ii"AND FN WINDOW MADE 0 ARE.MM'Vk'RED TO WORK IN UNISON YAM EACH WHIM UNDER TRE GENERAL.LIUFAXIONS AND'CONDITIONS-OF USE NTOIAIFX ON SH9T 10 INSTALLATION DETAILS G-M,CONCRETE/DLCCK Slim 7 ACCORDIONMA HX _ CEiWTER ATE DETAAS.LN S wr a 3•�NL.TSS STEEL S %WTTitNS(IfV 135 YIELD MOM CONNECTION To QD,StRE 'NOTH AND 180 W TENSILE STRENCT11 S#HML CMTEo WRIt fz MRM W 40ALROSl1RLDOCMT0tC7SrSTEV,AS MANU AACTUACC,dr MPR04E0 GF.NTERMATE ALTETtNATING DETAILS MV SHEET 9 COATINO APPLICATORS,REOISTFAEO'�WITH AMETbCATI.SHUTTER SYSTEMS A+SSOCUITION..PINS.JUST BEAR THE BY UARKIA'C.ON"THEIR IDITOL 4,�ALL ALLOAMOM CKPIUMOHS.IDEAL.BE XUUINUM ASSOMY;CN ALLOY'AND TDO'dR.AS INDICATED ON SHEETS 2.'AND 3,MWfNUN YIELD 51RETHOTFf FOR rM163-76 ALLOY IS 30:0 1,14 AND 35.7 Hsi FOR. ENO CONN PMT,TOETAJts't-0,CONCiBETF./BLlFC1D SME'Er iD 0005-Py ALLOY- K CHORXIMUM SPAN LE-CMES SHEET.1T MFCFIDM SCHEDULE-CONC1tE1E 44 ESIOgt, SHEET 12 EL All SCREWS TO.ESE STAN&=ST304,OR 3,16 AIV SERIES 02 CORROSION.RES'srAW COATED CkFdM SHED.AS PER PIN 5'0010 WITH 50 kll MIX.YIELD STRIENM AND 80 kW MW.TMR[STRENGTH, ANCFWR SCHEDULE« (INCRETF to BLOCK SHEET 13 AND EEL SHALL COIPLY W/FLORIDA,1RItiDHHO'CODE SECTION"2611.3.3.6. ANCHOR SCHEIWLE-CONCRETE A BLOCK SI-M 14 6,DOLTS 10 W ASTM A-307 O1VAUTTEO-,MEI.OR AM 304 OR 310 SERIES STAINLESS STEEL WITH 3S kd MHTOAUM YH30 SIRENGTH. ANCHOR SCHEDULE-WOOD SHEET t5 7.$EF THE Foijtot o SHEETS FOR ANC1fOR SPEC ICkTIONS:HW OLW-O: 17,13.14.15 AND 20 IWTABLATKIN DETAILS LE-Il.WOOD S12LT TD W BLADE(D be f:) WORKING IN UNISON! $2, 13 k 35 INSTALLATION MARS S-X.WOOD SIIEET t7 END CONNECTION OEAVLS 7-12 8 Y.Wow SHEET To R.THIS OERTii4 N.Y..ACCORDION SHLTTIM SYSTEM OMS AU.S.PATENT-10'779,562 COUPONEIWTSOr TIt1S APP!WAL ARE COVERM.IN WHOLE ON Al PART BY US.PATENT 15'458,179 ISSUED TO EASTERN META.SUPPLY,SIC. AREA )_ti5L%Muaoat BLME A ttNLY 3.If.SHALL'BC THE RESPONs1prUTY OF TfiE4X3AidTADC10R t0 VEWF1'(HE sO1RNONESS OF ttr€SLTtirCil7RE tM#T;E SlIR1Eft i5 Tft BE ARACXtfid lb-62"AlrE T'ROPERAttC1HOPP.CEt,CONTRACTOR Ya SEA;ICAOtY. ALL SIIURER CCNPtXma mms ww Fvvm.THRU rASIETNI11C IM CONTINUOUS COMACr,WRH THE sou*C TO weirTHr WIND/RAIN IHTRUs10X. TYTIMAL SHUTTER avATWN SHEET 19 10,EACH UNIT MUST'SEAR PERM "IT LAML IN A VSMC PLACE WITH WARNLWG NOTE DURING P17I0t3`.:"OF HURRICANE WAl1HDrr.TIME OWNER,TERANT,OR OTHIM,MUST PROPERLY CLOSE ALL TN AND No, fT . CFNlaWATES AND MACE OR LOCX ALL IN AND NO LOCKS. AREA a' }{1/WINDOW Ar1,L F(17 ONLY It,SNTmER NANUfACTURETrs LADEL STALL BE LI)t°Arm ON A RvoLY Yr Ott LOCATION AT ACCORDION sNU(R:R IN-A=M)AW;C WTm SECTION 1710.6.8 OP FLORIDA BUILDING COOS:ONE LABEL SHALL RC INSTASLATEON'.OETAILS,MET&STUD WALLS. SHEET 20 PLACED FOR EVERY-OPENING.LABELING TO COMPLY WITH SCCIION'1710.8.2 OF THE- FLORIDA BWLUING CGDE. -. ---« m.-- ..------. 12.BERN%H.V.ACCORDION$NIFTIER SYSTEMS INSTALLATION MALL C06WLY Milli SPECS INDICATED"PT Tr6S DRAWING MUS ANY GVADIKD AND'1014107 REGU AIIUNS.PHOVIDED BYTHE TURSDICTION Wr6.AE PERMIT Is AFS°LCT)To. 't3.(e)THIS P.E.D.PREPARED BY THIS ENtOOIEER Fb GENERIC NNI DOES NOr.priom E 7Hro"OoH FOR A G1rE Seam PROJECT;O,a mirnr nit SITE CoNamoto OEVAIC FROM THE P.EX, ... (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSM.IATKIN INCLUDING LIFE SAFEIY OF THIS PRDiPJCT,EASED ON THIS PXD-PROVIDED HEISHE DOES NOT DEY M FROM THIS DRAwiNG SHALL ONLY BE USED TO HIE c000rnoNS mA1Lm ON RDOCUMENT us CONSRLUL w SAFETY AT WE is THE CAHm mows RE'SPONS"um (4)THIS P:E%WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS, OBTAIN PERMITS IN THE STATE OF FLORIDA 4}SITE SPEaM PROJECT'S1,41 pC PREPARED BY A FLOPADui REOWERED EN(UNC R OR ARCHITECT WHICH WALL BECOME Tim SH INFER OF RECORD.FAIL)FOR THE FROXCT AND WHO Witt HE BLE FOR THIS PROM USE OF THC P.E.D.0"ECE OF RECORD,ACTING AS A DELEGATED ENGINEER TD THE P:EX.ENO W-R%. A L'SUMMIT O HIS LATTER TrIE SITE SPECIFIC"DRAWDFGS-FOR REVIEW: (4)(WG14AL P.EO, SHALL RAR THE DATE AND CACMAL SEA.AND SOnkTLTRE OF THE PROFESSIONAL EWCINE R OF RECORD THAT PREPARED 11. pTH�U� t FLORIDA MJRMRt7 CODE(NOTT High Velocity Ifurricone Zone qE 'rl r/Aii,Ai zm5 EASTERN METAL SUPPLY,INC. °*�`'A�....... ticr �l` T VTM y �� or i�AL EC O ea r ■ao ■ ■ Accordion SiutterSystem H.V.Va.�Ei V!/Ali w/0 RV WNM.BLAtE -o �`�j/7�: = krnedcan ShLJHer Systettts Irttal- an xrAWN rm ML TILER TESTING$ENGINEERING COMPANY. �' rF(iF �*� Lssa.rH.Y3tsW«.a..;m x3.vACY4A c�T¢c.IS YLcaGt 331 A.4$OC�IY3tIOft. Inc. 1 OLD tt«T 92 4/13/151 OATS: 4 t3y15 (365)071 1530,F'o".(365}BT1-IG31 4268 Wosiroa is Drive ORA'kING No �Fi;��C a rndE0� 4o �.<an Was(Palm 8eoch, FL 33407 e .*gqrSFJ"E}S�J hA vIYA�•�`�V\•St HALTER A 1WtiD J,.P.E. A`AurF LOIN rLO UDA L.;t 1 44t67 d SHEET P.E'. StAl,ftii URE/DALE s 1 OF O y �S�roA wars ar6c© „ 1v VAbES L49V H QHV UNIVE,RSA FLOATER ( ' COVE�RED UNDER US PATEN($'545$179 071ALIFIED FOR USE W/ LTV BLADEC,T� \J Ec UN NV.BLADE 1 t7,y}I f• VANDow BLAQI:1t 6005-T5 ALLOY AND TEMPER OL1AUFtTiU FOR £W tiV 6063-16 ALLOY AND KUPER •SEE OMITATIOl7S OF USE OF BLN1E QA ON SHEET T9 0063-t6 A�LADE 1 TEMPER t24` 6063-T6 ALLOY AND TEMPER --•.•-•-- --•-••- t'5W _?T'jb ` !{� J�tQQAirilui>• l +` 1.436` . tB.O S� .t„1.1T5• t" Ute•WALK—OAR TRACK t RENC . . BLAUE( CURLIFIED'FOR UE Wf 14V �,HY I !i TRAGI( WV A6003-16 ALLOY Asia TEMPER SLADE(t. QUALIFIED FOR USE W/HV 6063-T6'ALLOY.Afro TEMPER SLAK01 ONLY. f BiADE,1(�. 6065-T6 ALLOY AND TEMPER W/ 1tV 6065•-Y6 ALLOY AND KUPER VAFOLS L.e1G" BLADE 1. 1• O1t„$15' V, �e, i,y3g- 6063-T6 ALLOY D TEMPER ,_ae3' 083. ` x• .6a3' � _�. ld m3'' .t:•s' i} � ..«-......._-. .E-•.760 t._....__. _µ t�..l-..,»...__.._..�..._. 933 ....t7.f�:.` ?SyS Fr 0747. i.06b,',. V e.sA 670" - ..,. ........._ ' 5 Ind t� 11 }Q �1Ld HEAQER (T4 HVHEADERISiLL (j3 j CEII IN(i HEIiQER/S!I i i- 7 QUALI LY. FtE 6065-6 ALN AND Ht-P('4 NLY OUALIFIEO FOR USE WJ HV BLADED �A O SEE SECTION FOR VALIDRY.`" SEF. SECTIONS FOR VALIORY. OUAIJFIED FOR USE W/HV 6063-T6.ALf,OY AND TEMPER 6063-T6 ALLOY AND TEMPER BLAOC(1)ONLY, 6065-16 ALLAY AND lE7A<ER fi COLt70.4ENT A O TI 12 1' t' .LS62" f � 2" S"4iA%:' fl9r 1/`6' �. 1• 3' ;0.096' .. ......._....._._,....__. _t_........' ,......_._.... j 0-142" 0.192` INUM ANGLES 61 } T.S' 7 MAt4!D,t4tl' D.t4O' FOk U V 'B(ADE{� F1ED FO US c 1 6063-Y6.;ALLOY AND TeWER Y, ? a' 5 tAkX;0.t34' .O,i3T' - 6063-T6 ALLOY AND TEMPER 6963-16 ALLOT AND TEMPER E 3 FLORIDA BUILDING CODE(Mon High .W16city Hurricane Zone ``ttttt, ryyr+++ 0 2015 EASTERN METAL SIMPLY.INC, A HVTw c�`2�'•L� fiNSF''' _ A Accordion Shutter System i i . ! !e a. 1w ■ ■ Ir Kv MAX g1 W1 CR Wpb RV W=#RADE �r AmariCan 5hUf or Syst6ms XV. mscix T7ax, MTE 6RAxN 7rr: u__ TILUT TESTtNG'6c ENGINEERING COMPANY Associa}tali, Inc. L rxo is-142 s/TSJ75'sxsE: 4J73n5 64AtE 6F '+ � sxs ren.See c Rw z6 ra u s+s7ra s:nuau as7 4.266 Wostroods Drivewi-ows �tr-�• Piwnr:(3bs)87t-T53o.'Pu.:tJ65}s77-T53( DRAWING NO mwEssxae Wast POILYL E36orh, Fl 33407 ++r SS �.� nALIER A.UUJI .r.E s 15NEE7 n fQNfi+G Lt' xcotm7A 11 tr 44L61 P.E: S�('1&6tGl+�l�RE/OATIi 6 .�....mw.�..�.....«.......... /;' .9ax• r_ .__.... ..—.4:r.�+.', ASSL9� S�irsAoa OFArO PwFRD �t��"w"'ra� -at'tx-r "5 o PAK EO 2. S Y h a�� A 318 taus erLwoFA .uwss crlt+vFSI -l'sac i .._.._..._. ra• a'wr,(0 (S`+ wt Fusin) 2 �(Y CENTFRMATE L — a—" ^f` D) HV EGRESS LOCK OUnUf)ED T & 6NI Y QIA Ji " 4t)wn 0 1�SE W/)N QUAUF)EL1 FOR USE W/ W 6063-T8 ALLOY AND TEMPER 0.A11 tEO FM USE W/ HV BLADE 1 & I ONLY gLApE t & Qy ONLY eU E OFO (9.ONLY. 6063-T6AU4Y ANO TEMPER 270'4-0. UAUFtFOR USE W/ gLpDE ONLY 64 -7Y' £.i)Fs3-T6 ALLAY AND t TEMPER PSI.sOa NFAO r� ,, z2' Ma.pE6 TO " � e og• SCRLYI "-- YM MRR RN^Rc NG p-20 x 3/4.' aLv4a+pE0t-9 YNUT* G THU�48sGREW —._.. 1 /4"*uatls r 0144 xtprAnre(2M4-U+uo)L+Ace FtMwe neN. %w AlAKR1.l'AAr i wZ0,A$MNiUf?Cn"M Or"Da 11 bud, L'I$7UFF STJtsaliN.rurvnPwr,.IC1F.aT n 0=4 CA e6UAL P1JF1 ��� �FRritlY fiLVA( f » e HV'AL O FOInt—G �-M (2�7 L0 K�R FQR "f" QQCK CENTERMATE OUh IFIF.6000FO 6 ALIQYI/AND TLSIP(R t ONLY HV FEMALE "T" LOCK CENTERMATE OUAL)Ftr�SE QUI ED roe C, w/ Nv OUALIF'tED FOR USE Yl/}f�EtLADE t�}ONLY OUAUFtEO FOR USE W/W SLADE�}ONLY W/){fir S ADE�,,QtiLY, tStADE.(�,S,,rON4Y. 6063-Te ALLOY'ARO TEMPT: 6003-TS ALLOY AND TEMPER �0 Y _._ _ f2 Ii a 1,THUMBTtPM } t MUNDO ON Pia' ,211'• .t3 .O6x f _{ i W- r` J NEY cruNDER.214' .S+s'{{}} t(F0o a o OUALtFtED FOR USE Wj)#V GLADE t A CA Lay'OUALInED FOR USE W/W GLADE ) & 1 . U _ *� TmEli 606D F6 ALLOY AND TEMPEP, 6U63-T6 AL:LtlY AND TEMPER ' D 'lF�1T�BMi►1 S iHSEF? ND QUALIFIED FORT W/nv BLADE(t}t/4-261�..%a_..,- rF063-)6'ALLOY'.tNO TEMPERME �oY .. ' • .�F'_ L.— .....:.«........ 1.70 U . UiN gGKING ROO r+s a s/4-c SLIM Qt ALtr1ED FOR.uSE w/HV©LADE( ��: $"�_ O ACETAL HY tG �-2n AISI 304 Or DEDENr p wwARE MORRSE LOWS SERO 23M HOOK DOLT LOCIL rr 6063-T6 ALLOY AND TEMPER �—"— IMS S.S. THUMBSCREWS QUAUtE)FOR use w/xv etAO>: . IN5MILxTION WILL REQUIRE A T/T6• HOLE OUALIFTED FOR USE w/ hV SLADE(ij FLORIDA BUILD CQDE(Kon lRjeti Veitic)ty Hurricane Zoite tLLER AT TRACKS POR PROPER EMMOMENT QUALM '(t mm rAs ERN METAL SLT L.Y INO, 11 L 1 E c C i N c. A.S.SmAs Accordion w/, R Shaxter System Kv a,u,� w/tx�w/o tiv.WrpDYr eLenX American Shutter Systems ary.lkseseFa?ww re muw,F sr ul. F( 5 TILUT.TES7IN0 do ENGINEERING COMPANY Association, Inc. / OLD II--182.w i/iJ/TS maC 4/13/1 <3 :'L+�. nxs qw.sea a.n..sDs iaccnc euttrss nn a i)1 4'266 WestroodDrive rive = _. DRAWING NO '.y c +...•'...• �: ._ ,s GTecoOodcsm West Palm f3eaFi:1. FL 33407 s ��'"i,jSS)OtiA�-Eti`.. LII-aone7ts 4_ _..._.� 15-085 Frnnllnuiiip aPCRT A.Tilyir;"67 _ SHEET P P.F:, SEAL JSOATURE/OAF- PCRTA l 41167 20 SHUTTER ASSEMBLY SCHEDULE FOR �J SHUTTER (L HV YOD sf$` s mMM LAM t e exp il} i-to r67s i FN 8,1ADE 1 ..y.,.,_........»..,,..-- ny 1 try OL4DE 6625' �� ' A62 QA Hv BLADE IA � . . ® ..._.i °} + eiME'S-� •P 4PE1#II •f E75' Y HV LONG RECESSED N ON BUSHING._..» -: 2p� « Kam E 4 •y .asxs p,60� HV SNORT RECESSED NYLON BUSHING " �i I ! T Ri14W R7.7 �. HV NYL071 Har WASHER .. __._W_...... 0 t a�, s 50 11V WHEEL CARRIAGE AIS1 302-303 SERIES X 0.870"x3/16''THICK NYLON WHEEL.. } 11 } ;z2`v 11111*#M. EM 0.188*0 AISI 302 SERIES S.S. RIVET, `T"""'"...}.. 715'm swPPAUGN . .4625' 03.7.340" Hv. 13/a ACCORDION PIN WJ 18.HEAD * ExTERIOR i L+�{ } � 4SL � I� t 5 J/4' ocxs oc,c rtExs, ALx X 7!6p' ( r WINK s' HV 2 3J4 ACCORDION PIN w/18 HEADsp* } 4T_.. - } 1 POLYCARBOtJATE IMPACT RESISTANT HV WINDOW } 'r i` _ iflawax TYPICAL W,�(DOW Bt.A_[ AND } _I. P0O RB?NATE HV WINDOW DE"AIL. DOR 0 or' �3 NA5. (s ItEEoutpE4 cHtsj ' l i ([)OR Q� ! .•� BA YERiO�N3iU3 POSE' IYcxR o3�w7E!N + 1 IMMEM AT EXTERIOR BLADE KNUCKLE EQaY STAEIIUTN GRADE CR:SA61C MIN. CA s so IAME' 11 ti r!(SEE LASTIC LEYAN- 103.RESIN r } I �p M V PIN- } � • ON SHEEP 19). R i } (1) HV PIN @ SHALL ALWAYS BE USED AT ALL EXTERIOR ` @.. < BOTTOM KNUCKLES OF I-IV ACCORDION SYSTEM WJ HV(DOR •, POLYCARBONATE SOURCES FOR HV IBLADE, � :EXTERIOR '- ,m„� I»rDAL Datcxras nxa+,m A I Iwu (2) HV PIN @ MAY BE USED IN LIEU OF 0 AND ONLY At PIN 6LE'S KNUCKLE. E> B:EXTERIOR BOTTOM KNUCKLES OF HACCORDION SYSTEM W/ FV OD4.s2+•} (SEE NOTE*foFR prryprc uue�n.,.mi.rre,w+ ivress'oeom ury D»2 nob &W n.At EILADE WHEN CORRESPONDING TO INSTALLATION 'I1" SHEET 7. A4 wl flecutttO am) T1T'(3) 1-1VPIN 4j QR Wf TJ2 Q.D. 1JTfi THICK SS. WASHERSHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, }} SHEET(0) `r 1 w a[a Assw mrsa a n-a! sY R�ra ms"or. xrnaerxaxi WHEEL CARRIAGE DETAIL EMBIS LAYOOT �X"r�" xin!06=W. ars.s s.a a yu �j$�$� IAM Or MV p%} A9Dt Da3S C+I iLA57 D-1 tLtS: Tti T. sw olMri am DIM 10.0 T MOT x a4aw Assn Mw tarem.e xmn,ent Mia, r ATA.me aa?L.w}. saeu n.L C1�HY MAD SOLID—)& f A HY WINDOW 13LADE DETAILS '� „�°�"a Apw.r,a -w,V.L. a=-1 FLM BUILDENC CODE Non High Velocity Hurricone Zone' l`' - Q x015 FJSTERtt METAL 947�PLY..Rat. ♦V Q" IlBERTWATIJ Vi���:, A S : A y. �-� Accordion shutter System Q 1 NC. iR ■ ■ ■ FLY BLADE it WJ.OT WJO I.Y.ri1NbW BLAI£ American Shutter Systems % otstwntw (Alt DRAwx.a7, .ML TILUT.TESTING k ENGINEERING CGNPANY ;'L136CiatlOrit Inc- r ATSQx 'xF� ssu wu;3w,$4 a.am yote>m CNWav AOVA M1 Co !i-tS2 {lists cult: fls3/ss 4268 Westroods Drive 2 Via» ITmD:tsmia�r-lss4:"Tux:(wsls7r-sssE DRAWING Na F IDP tt`oti� a-I wtMmw— West Polm Beoch, FL 33407 s Is 00W70 15-085. PIE. L� ;��0� *ATER Tq-.Li 1�..P`, S sHEEr @ttY+J6(L114%RE/DATE a 4 OF 20 �- (�(,�• �a NOTES ON HHV LOOS AND CENTS AM TES '4 P C 0 'W,�• _ q N S 1 U �y, •�w� t.IdA{+JDATl I C0PK1fI>ON AfL.ONE IV LOCK' or F®0-STIALL;HE USER AT 1/2 OF-SHUTTER SPAN FOR ANY'SPAN AND ELEVATIO t.00K or t 9OR.12'AWI.12Of 1,(41(BE USED ASA INSIDE OR 1111 LOCK,ATTACHED tOR�R�Adff I hitTYPICAL W/(2) 1/4'0-20 z 1/2•LONG FLAT HERD S.S.U.S.LOCATION OF LACK SNNl.BE AS INDICATED ON TYPICAL,SHUTTER.ELEVATION. 2. •IF DESIRED. FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TIRO HV LOC OR MAY BE USED AS'AH INSIDE OR OUTSIDE LOCK:CONNECTION OF LOCKS TO CENTC MATTS — OR'�-T BE AS INDICATED ON NOTE(1)ABOVE LOCA OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUM.MATiON. 1' - - a.OPiIONAI .COPDRiON{2 CYNJ�4MLlL _r:AranATnrrr ca.,.: �1 oR Ln�rrEa ••=.: r -s I� LOCKING(f)DS 09 ARE NOT REOUIREO AT URRICANE POSITION,BUT MAY ..�J'""EJ"`9""�J`•'Y.Jr " USED IF D SIRm 70 ENFilJ3CE SHUTTER PLRFOTTMNICE.LOCKING RODS. OR AN ALTERNATIVE DEVICE N MAY ALSO BE USED AT STACKING POSITION NON HURRICANEPOSITION). 4.VdAF1861FO['Df COl70rrAdJ i9.ONE FN LOGIC �L BE USED AT COANt77 CQR02WTES FOR ANY SPAN AND NISTAIUAdNS AT ANY ElEVATlON.{fV LOCK or SHIJL-BE 115E0 AS A OUTSIDE OR fNSIDE IOC1,C. ATTACHED'10 CORNER CENTC7LIATE Wff(2) 1/ 91-20 x 1/2'LANG.FLAT HEAD S.S.MS.TWO LOCKING RODS AT TOP.(E BOOM SHALL BE USED. LOGli1ON OP LOCK 51iAll..BE AS INDICATED,ON TYPICAL SHUTTER ELl:VA710N. — { MAXIMUM SHUTTER.SPAN SK4U BE DETERMINED.AS PER,SC14MOL M SHOWN ON SI9EET't2. II 1� .' §lg �f3gt fAT � BSE ONE 01 _ATCTgI Hi I/3 OF SHusIER SPAN. 6•M•Ytncma• -^' ' "'S 1 ONE HV LOCK or�nr SHNL BE IlkUSED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF.SHUTTER SPAN FOR SPEWS UP k I .TO BB;AND*FOR INSTALLATIONS AT ANY ELEVATION:FN LOCK or orMAY BE USED AS A INSIDE OR DUTSIDE LOCK ATTACHED TO or SYMUE'TRICALCENTERWTESW 2 1 4`-20 x 1 2 LONG.FIAT HEAD S.S. SEE ECT "� N.S.LOCATION OF LACI(SHALL Be AS INDICATED ON TYPICAL SHUTTER EL£VA7WN.USE OF LOCKMDROBS�W/qtOLTALS TON - OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. SnEFTS Ut1 P '(r -[ N I x ¢ r o • v w x y _ SFIE'FTS F Rin Type FULL 1 ° - i *NOTES ONLOCKS ANb C�fyTx'autiTrc• AND OF CORNERS ---�anemm wro '--'._...--•._ } CEhTERIdAITn 1• . / �` � � C� ONE ALTERNATE'NY'T'I:OCK 6o MAY BE IN LIEU OF HV C=ST OR FOR ANY SPAN AND (� m 4)az 6 +(7 ca 8 10•U ' TAITA1TOI AT ANY EI.F,VA1mN.ALT ATE LOCK 1AY BE USED.AS AN INS OR DLI) IOE.LOC.`K.ATTACHMENT {'.� OF LOCK 0 INCLUDES USING REINFORCING LOCK AS SHOWN-On SECTION HYO,SHEET-B,WHICH MUST BE 1D^Res arh�+L�mi' !'�7" CONNECIED TO CENTEFWATES IZd AND 0 W/ 1/4'6-20 z.1 1/2'LONG SS.THREADED DOLT W/7/8'0 x 3/52' 1,�)-07 •'���"Q ( -Co- WUfGNUT OR W/T/4"6-20A 1'5.5.lA S.INTO A mx'd/8'PoVN(R,LOCK MAY CE IN AF NIDSPAII OR 12' NNLUdUM ABOVE AND BELOW MIDSPA.USE DI'TWO I:OCKWG RODS(S�TOP AND BOTOM IS MANDATORY. 0+_l1Pzt1 +if$}oz�8•1��a HD LOCKS & CE NO uxx(34 vw Nn !>IIF81f61T�At-Qfi �E ALTERNATE FID LCCK®MAYBE USED N UEU OF C OE S U ELEVATIO HV LOCKS qj OR q4 FOR ANY SPAN AND INSINUATIONS AT ANY ELEVATION.AUEBNA7E LID LOCK @ MAY BE USED N•T:S. AS AN INSIDE.MEN OR OUTS 'LOCK.AITAGIMENT OF RD LOCK L�TO IN W/3,/S i 3/9'F.H.S.S.M5..AND NCLUDES RElHL77RCEAILTIT lKSEItT AS SHOWN ON SECTIONS HOB-1 A-40 -HVC.5Hf'I:T 10.LACK MAv BE INSTALLED AT MIDSPAN OR 17.'NAXIA01M BELOW OR ABOVE NIDSPAN.USE OF LOCKING RODS 1S 0D0PLETELY.OP IONAI: FLDRICW Icn i h Velocity urricano one, ®2015 EASTERN METAL.SUPPLY,INC. BERTHA FfV—Tm ` O��t:. Qt.st. ■An Accordion Shutter System. American ShuHer S terns KV.agE#1 W/CR WA W.V.tMWN DAM TILLIT TESTING!r ENGINEERING COMPANY rKsalPna+ hitt ORA"BY: ui. . ate= STATE OF �� G tZ NX y S. ,<A,.WI ;A WV„X� �. n3,I ABsoaiatlon. Inc. I oLO.II-tS2 </f3/t5 CAW, </r3/1s -+ � West:( s}B -I31 4268 roads r'Ye tulxoPoat.eomDRAWING No '.�cN�+'••.......- G!`�C t8_000071D West P6Irn Beach, FI'. 33407 s S/ONALE�a``E/DATE` wAL1EA a I6lR:k,PZ15-085 P.E. SEAU)�1i1H)1�11RTLDrax Lk.a dx107 `. SHEET s 5' 20 POUREDCOODMTE N+OHoAs ,�,yA,P,, - '�_•-• +---____- .______ CONCRETE �-(SEE SC1fE0UTt ON SHEEP 13) j O 1 OR �•� EwmxG YD3E aF Sul ImxDSm'I) i Q/5Qf,7 fOi � II .Yw..p/RQSI � 9an t„ _ATFUtATgt EXWTDfo mt4�1 m9Ulq ; . (aAcs- ✓. - �r t LOCATM4 t t ' t JVW/b'HEX WASHER HEAD 1 1 3 15 TOc sc tans a 12'0.G . !V..:'Sof23)UEE,ON Sf+EET 13: EXISi1NC IL r, EOct of fig IF 1/2 1 EDCE OFSLAB%saitw sTAa D'. ._._ ��Ff'OORmCONCRETE (/ .... Pim FLAT SEM CONCRETE A4CIKVM I t. OR ®OCo - / �.'..�+ ! L .. yam (SEE SCHEWILE ON SFffEf 14) fLAT WAD CONCRETE ANCHORS °"°tea>:"u I REDuraED - —•E n.�-.•.-_.. t•--I-R+�---. (SEE SCHEWL ON WET 14) t1 .TRENCH IN,S,]ALLATION HV FLOOR INSTAL E ATION r C3 HV WALK-OVER L ATION D ONLY SU UP TO. & -7$PSF A.S.D. HV CSI!IN��.INSTAL►6TION - 1LI�TI�� DES•N'N EJ5. 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BERTHA H YAT -- A Accordion Shutter System M TESTING& ENGINEERING COMPANY kneriCOn shuker Sgst®mstm fu pTsapp;i;, p;T[ «,WN BY, a,L c `STATE QF :� 8953 k*.-Wh M,%k MS Cr WJn,n.tkVA M1 A"odallon, Inc. 1 Olt) 1!-192 4/13/15 twr 4/13/1, flhM :(x5yen is3p Fat t(305)871-153i 4268 Westroad9 Drive 2 41;M-4.0— West Palm Reach. f L 33402 s 15-0 85 a%Lhii A.TR1ti Jt.Or. 4 . f3.E. SF 'fSIRNA`iURr/DATE Ft'OWAU,144167 a SHEET 6 7 OF 20. SEE END WALL CON SH�M 10 `( INSTALLATIONS WI(1�. HV ex0ATTsaN,Cac«i+eaoxsQ,FTwxsQ={x� OUT �m IN I -rXISYING MASS **rxoµrtxNir[Nv,IW�p A FOR a BLARE W HV CENTS MATES t�AOE ssAcc orrra'`re r vwo roR,at CLNiorwn Arae rom,nt"En j C}R1 CONNECTION 31-164 b (�b t MSnNG crass MAILS ON ErM 10 1 ' o @ � c tGws ae aaoq uwa OPPOSING SYMMETRYCAL uGLE w/(xS 1N's uacoN 1/2' o +� usctons Ta-owscRE;E I" - CEN ERl4fAF6$ ( TO OLfSS '/NOS )�'.. 1 ftw/<•S.N.s.0 12' W�,r TO GIJuS (�J/t AT sus.,0 TTRIE O.C.I M LENOIT. 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TO 01-61's NZ @ 16• C. {!Si•.k'PIJIAneN Y e1�-----_'•.--�'> 1 t = ,,� SL1tT7AE APE M • TO aASS( 1 �' .. '[.._------ - �OR OR(j)OR /J f t RYI�E7 19 F R .CON � � 1/2"MN. SYFRA.E LN RIfEr Sf/ _ aT 511Et7 19 nTP PN6HOR @ �. -.. �.-. _ _ __ _.__- __- BtnDEs O t�9 --_ 11 r@x euv7EQ� ,�'colaRLT_r 12•O.C. � �.5�" ANCHOR £� ----- OR (g S 'I aat6 fDe 4 I EQ GR@OR �J y-NTN.. 2•MIN, SEE Uul•A7?ONS q'1ASE TOR ����•�� y / BLADE DN-SHEET 19 V(EW. Y OR ®` I PLAN OR i O«O•O�@-@•@} DETAIL X O•-POURED CONCRETE OR �.®,.©a.�j«©o�.�« ----____—_ �®>® �•.,ly'©1®" Rflouggro &LDEJ1 WAIL ,r� 1 , RECUfRCTI «�°•R.: O— ' '®^' I- ©U-m"©O-d " (11)HV BLADE OR HV. INDBLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL CONNECTION DETAIL(j) FLORIDA BUILOUtG GORE Hon High Velocity Hurricane Zone 0 2015 E.-VERN METAL SUPPLY.INC. B_�a ri T — 14 E C-O IST:. Accordion Shutter. System A,SwSM kY.t�ACE.�it W%OR W/0 kY.VdNDdW®.AL'E !��* TICCIT TESTING & ENGINEERING COMPANY American Shutter Systems ems ; • 7"• OrSCRWtItlnMir W"pn M.L 5TATE OF :'it ,m NX,w.R.U..,6,r rte,,t°m,,,1 Association. Inc. .1 OLD TT 192 4 IaItS Mtr 4/13/15 u/" ph. :t:Axjs71-1530.Fos:(708671-1x31 4268 Westroads Drive s. F 021 n-maII,mt�oowl.cam - DRAWING No . r '\��` }Vest Palm Beach, FL 33407 a ,,,�Fgs�....... �y63�,..: 1 Ur,9 15-085 yip CNAL ,1.A WnoRRA U..I"161 $ P.L. 6t'J19RS1�A4URE/DATE 6 SN 0 OF MA}fIMUM SHUTTER SPAN 'L+'OR ".L MAXIMUM SHUTTER SPAN'S "L+' IMUM SHUTTER SPA4*'L+' (ft:). FOR INSTALLATIONS W/ OR 'L ft. FOR RNSt I ra_A ilcriI FCExD =flS ( ) 'R 'L-'.(ft:) INSTALLATIONS & or. Or INSTALLATIONS W/ CONCRETE& M1/tlNE-N.V. LOCK, pr or or W000 (1)L•F:YNtIYUMALWWABLE SPAN FOft A CNEN k. Wf ONE FN LOCKS fdAtJ50RY POSITNC A•S.O,DESIGN PRESSURE RATING.. HU LOCK ®.W/ NO LOCit1NC�R00S or ONE'fiV LOCK 0r ur L MAX.ALLOWABLE SPAN FOR Grv&Tt NEGATIVE CENTERMATES®&@4/ONE FIV'T' W/NO LOCKING RODS t�' OR. -W/ NO LOCKING WNTI A 8; C.0.E. M,N., P, 0, AS;O.t}EStGH'f'<iESSUfiE-RASING: LOCK'@ W/rWO LOCKING RODS 0 TOP & (SEE NOTES'7,tT) or, MOUNTING F, K &L R. S,&V. BOITOM SEE NOTES ��FOR 'D Q (2)PROCEDURE (TOP/80770M) MOR FLIT SPAN FOR. //•SL CaNCRE1E&WOOD SF((1T 7) FLQOR/TING C C. N.1, It, J T. U,W k X WALL L/OUNRN05(TOP/BORON)CR PL0012/CiIUNG: COHCREIE&W000 INSTlJ1ARIXS.V k�uaY mh1m CONCRLIE, MOUNTING & M A.J.a.017Ki1 ASL.DNicM ANN,DRYM wS"IM).A11OttS (OVEN A POSI IVE ASO.DE51DN PRESSURE RATING, PREMIUM WALL YOl1NTtNG Flf%Xt/CEA11K; riIVIAG MDL•40tA/ItaG. F' nOWCUM MOUNT04 DE'TERMUC M01MUM SPAN `L+'FROM SCFtEDULL. ja MOUNTING ( }. pLppyOEtFNc ualpirm (wt.) OR 0114N A NEGATIVE AS.D:OFSN)N PRESSURE RATING, ( Ux T __.._ (�to ) (•as-) FIOCRJpHL NOLANDNa "'�' Dt1 DIRE WUOMUM SPAN 'L--FROM SCHEAUI.E. w L-W t4 (4) L-(N .LF(a) I L=(N LA WWMUM SHUTTER SPAN Z,+•OR-L-`FM 30 ORL LES IW-0" 16'-0' 16'-0' 16'-0' 30 16'-U' 16'-0' 30 16'-w 16'-0' INSTALLATIONS INTO WOOD SHALL BE UM"D To FINAL.MAXIMUM ALLOWABLE SPAN 15 EQUAL TO THE ^... '--_""-- LDS psf.AS,O,DE$KGN PRESSURE RATING. )ia .U'at OEIERMINEO SPAN�'IWEFJN 1i•'AND'L-". 35 14'-s0' 14'••1D` IS'-2' 18'-0' 36,-- 5 Id'-10' I4'-1p' 35 15-2' 16"-1D' 40 i3'-id' IJ IO Id'••2 15-2' 40 tJ-10 -I3_-10' �,_40 _t4'�2' t5'-2' (3)FROCEPUIIE TO OEtMMNE M4XIMUMSPAN FOR 45 -fY-1' 1J 1 - 1J'=N I4 3' 45 13'-1 13'-1• 4 IY-4• IC-3'V 'i FN CORNER CEMERMATE 13 MAY BE USED AT ALL COMGIfVVMNS IN BETWEEN WALL MOUN7INCS .............�._ _._ ._...-.._ .._. ...____. .........-..-__-....._ 50 tr-r 12'-S' 12'-8' 1J'-7' 50 f2'-5' 12'-5' SO 12'-3" 13'••-1` MOUNTING INSTALLATIONS.LACKING SPE'CUtCAITONS W/FLOOR/CEILNG MOUNTINGS: 55 11`--/o' 11'-10' 12'-I' 12'-1T "55 11'-IO' it'-ID' 55 11'=T' !1'-I1' SML BE AS INDICATED OfN MANDATORY CONDITION j2 FOR A C7rE}T PO°.+IIIME A'.5.0,DESIGN PRESSURE _.----_- _._ __ «_�_._ __.._.. NOTE S,SHEEP S.71'-d' 11'-7' 12'•-4' 80 11'-a"_ 1l'=4' lN7 f0'-2' t0'-11' Q RATNC: D 10' 10'I iv 11'-1 65 10'-10' 16'=1t1` _ 65. W-5` IV-t' DETERMINE!. Lt+-MAK:SPAN FOR WALL LIOUN iNO INSTALLATIONS. IU 1 --0 tT'-S' 70 t0'-6"W��tU'-0" 70 '8•-0• 9-4•-•. I.s+�MAX,SPAN FORFlCOR/Cf1UNC MOUNTING 75 t(Y-1` t' 10'-4' tf'-1' 75 M IQ'-t' tp'-t`_ 13 - 8'-9' ttIXaPT THAT MW MUM SMlnIIt SPAN-L+'OR INSTALLATIONS• 80 D'-t0' 0' 10^0' i6'-0' 80 3-10' 9'-10` L-''ANTI MAX"AS.D..OESIM PRESSURE RATING FOR f11R A(YJEN NECA NE A5.0.DESffiN PRESSURE 85 9'-8' b'-9' 0'-5' 83 91-C 9'-.B MIAUM146 INTO CONCRETE OR CONCREM BL= RAT NG: : 10' 9'-3' 9'-•3" SHALL 6E UMn'FD.AS rDLLOWS: �_-_-...._.. . _. . . _. I- CONNECTIONS TO KEYSTONE MOUNTINC OETERMINc959'-0` 9' 9'-2' 9'^10' 95 9'-0" 8'-0" L1-a MAK.SPRI FOR•WALL HOUNnNC INSrALLATION5. LIMITED``-:0 +84,72 p.s.N. AND 8'-0'SPAN, SEEt0U 0'=9' ' p'-D` b'-�7' 100 8' " ' ' Is-_MWt,SPFFN FORFLOOR/CFJUNC MOUNTNC MOUNTING NUON SHELT 7. 11MALIARONS. 105 8'-7' {' 8'^9' 9'-*' LOS 8'-7' 7'-,1'. -_. FINAL.kWMUM ALLOWABLE SPAN IS EQUAL TO THE 710 8'-4' 7" 8'-7" 9'-2' 110 8'-t' T-T _LIS 0'-2' '. tl'-4" tt'-15' ,IS 8'..2' 7'-3' tPJNDWM OEINF.TN L%+`'RZF-, 'L-`' 1)is-''--. -- — SEPARATION TO CLASS SCHEDULE120 8'^0`- 0-1'• 8'-2" i 8'-9' 120 8'-q` 6'-1 I' (4)CO TO ANCHOR SCHEDULE WITH rINAL MAXIMUM 725 7'-70' 0'-8' 8'-0_ 6'�6'�• 125_...,.. 7'w ID'« .8'-8' ALLOWARit SPAN AND BECATIVE A.S.D.OESICN ..__130 130 7'-e' 6_5�_ PRESSURE RATING TO OETEILNE M PAUM ANCHOR ___..... ..._,........... • _ 135 71-T 6'«2' T-9' 7'-S' 135 T-T B'-L' MINIMUM WIND ZONE SPACPN(:.. "" - SEPARATION T40� ��Y-5' S'-11' J'-T T•-6' -i�_._._-T-3" 5'-R' ASTM E-1996 T4s r-s V-0, 7-5' 7;ZF-. 145 -i:-3:"«--S.-9•- TO 'GLASS 180 7'-2' S:-T 7-4' r-0' 150 155 7'-0` 5'-5' .7.-2' G-9' 155 ....,.. I THRU 3 8'-T 180 6'-T i' -S=2' 105 . 6'-10' «5«�._f• 7'-0'-..:�6'-4 165 6,. T�C...., 170 W-9' _ 4'-11' W-11'-- 6'-2' 170 6'-•9' r-•175_ 6'-Y 4'-9` 4'-9' 175 6'-T� i1"91 " 1 H ♦ BLADE _...___ _... .._....___. ..._..._. ..__ J 1(SG 6'-6' 4'-8' 6'-8' S'-10' 180 6'-0' �-�8'- '- ._.. __..5. T 135 0'-5' 4'-8' 6'-7' S'-8' 185 E'-5" d.'-8' 190 8'-a" 4'-5" 0'=•8' S'-6' 190 W-t}' 195 W-3' 4'-3' 200 V-2:_... 4o_,w_«._.6.-4. 5.-3" 200 V-2, 4.-Z. 7 r Its ppf{��pp ry/��{ff� MryU1�tr� t� (F p t 7.0$ FLORIDA ODUNN ME(Ron .High Velocity Rurricune Zone ",I+t4NtT ''�', ®2D,$E!$TERN PLY METAL SUP ..ItJC. BEWMA1 / FLY =% I O� 1 A■S■S■A. Accordion Shutter System .LaADE f1 W/CR W/0 N.V.WINDOW 9.ACE N> TILLIT TESTING &ENGINEERING COMPANY American Shutter SysfemS p,R aPAwn Fr Wqy.LG. '>Tf` •*= 6755 klY,Y.N.A...Sfn.,$ft1,YYN4W CNiRi6..f1 ri1 531 Association. Inc. t :ONO 11-792 4 13 15 OAU=• 4/13/15 -- P"":(36 671.15 A.Fex:(JGS)67t-t531 4268 .Westroads'Drive 2. OO S. c-1nA8:tit«ntwaia RfiWING NO • West Palm Bepch, FL 33407 s O� .AFC�O'RfOa.•����.`� vatEnBAlnir71ei.v.c . 15-085 fq`auryt}(X E/DAT E Fumh u`.1 44167 s -� 5tiEET a1.1 0 .20 SPEC FICATIONS ON ANCHOR RFr1UIRE ENTS:POUREC) ONCR E OFC CONC 6L UBSIRA S Cl i Lr}yE pt LatF R6 AIBa A N('Y T rAMF E 08 OM.BLIM IM 1ATtiMS1 low UOUTa9AS[a.a H gN.9J3:TS a @ n A FORS TO VIKIRATCSHALL RE AS FOLLM: P01IIa am TOURED TO cias w,POURED CoNca F.(Wn.ft-3 6Ai} 0 E WALL SIU.MOUNTING (J)CEIUNo MOUNTING' FLOOR MOUNTING -1/4'.TAPOON OR TAPeoN WRH AVYANuD nwAE)FORM TEwwUo rY mcHOR9,As MN4uFAORIRED OY LIX sutb I.(wD.r.'m 3 wa) d -1/4'0 X 3/4"A L POINTS SOUR-SET PIXHOR%AS 0151MRED SY A'1L POOH SaMV.BOLT 4 SPMI TY COMPANY, PWT.r4-3.kto (0i PafssRE v wa ➢E947i NELgM F uac 1t4"P 1='TAP CONaVE Al CtM WI GAr AS MARUFACTLMED Or FLORIDA FASTQTERS OW.CT.INC-{ULA,ry-z W1 Jq 4o c6 75 Bo P2o T�zo9 zo 7s ao.1ffi Tho 246 sq 4o ba Ts 00 126 160 TAPM -7/4-�TAPPER+/NC£tOS6 AS MAKWACRl1iEl3 BY PO%VS WIENERS.W� MDU DISTWI tD BY ALL FO04TS SCO-W.101.1 C SPECIALTY TAPCOtt WRTI ADVANCm- COMPANY OR ANY OR4M APPROVED LICENSED OR AUR%1RTEB VENDOR RMOERFD.11111H THE AW-Je N ST6ITFER SYSTEM A.CS4Ea MN.W_ 14 £ 0. 9 4 4 t to '14 t m H a 8 a b. TRRENDFORRM.TECNNOEOUY. (VIII.rG a 3 inn 3'-O" £411412- 12 to 9 e, a a s"14 12 10 .v 0''it $ D 14 £z ta. D D it a o qy POINTS S"--SET OR t0 B 'a a a a 4 Ia 10 D D D�. 4 a 11 11 10.9- a .8' '0-6' Dun IAF W/CAP NOTES`. .t0 r @- !! I t4 72 to .9 0 a a- 8. 14 12 10 9 a 'a a .0 A1)UIRWW WIMLEW INTO POUI*XI 00+XRETE,OF TAPCW OR TAPCON Will AWAKAD lHi2 TFDR31 IntfiN)LOGY AN04M NR TAPPER+ 10 v .0 7 Db 35 14 t2 10,.0 4 0 D 4 14 IZ 10 9 0 9 a 6 TA +" ANCffORS 19 1 3/4".AND fait GLUE TAP W/CAP ANCHORS IS 1 1/2'. 4.-0. 10 a 0 8 a a tr- 12 10 9. 4 a 4 a 14 t2 to H 8 to 9 4 D a 4 14 tz io a 4 6 6 4a 14 12 10 9 0 4 4 r.s A.2)uuwA EMem1tw of 114-A v 3/4'ALL POINTS souo-scr Allows s7w1 It 7/9'DrtO Ou FOI/N D ISDNidiEfE,Nv EIIBEDM6NT Iq v 9 4 4 4b li1atV "C4D 6 aD 1< I2 70 a D 0' D a,s ItNO SHRxO 9FW1.BEr P?ETKlTTTETa.1/4'f-20 SS.MJCiId£E SCREW 1.SES1 SEWS.6E t 112'EL9{G M17d1lUM-$T§OS7lA SR4'CO E%1ST.ANO to 2 73 5D 3.3 - t4 72 t0vD a' a 6" 44 12 to v a T 35 4 43tZ 4.'ttsE 19a i'YTA"FOR W41S WMINO STUXX.%%).1C 0 D-i 6 a y4 12 10 .a 4 6 6 sb 14 /2 7D R I B� 6 %6A1a v a . 4 - ji I3 to 9 11 e3 a 14 Ii' to .a -8 5 3s J A.J)A HOR T}4ATFKOF W STONE PRECAST L R£fE AN ST. CTURE MO��R��A�NY t'EFiESR F FOHES,ON THE EXISTING Y.BE S OCATFLO . 10 9 $ 7b'to - it 12 t0 4 46 B <b-74 12 10 4 a 0` 49 I4 ANCtfORS SISUL B£llMICFlIOUGH TD RFAGk THE LA49N'STRUCTVRE,.N .c.'D 51RD'WN.L nllmx.A4CAfOMCF'StwI.,BE AS NIUiCATm OM 9A-73 eb 43- - - 14 12 1 0 v 9 74 sb 4 14 la' to H a 's 4.1 3a NOfM At))D:A2)AW41.:Full+wSPl1.AroNS ON Vom SIDING OR GM WRN OR-WMWUT'MM STUDS CON5UET"RIS-ENGRIEM FOR -5 „4 IASTALLAT10M IN O ETES WIRE METAL SOS SEE SHEET 20, is 11 7q, 9 4 8 a lf,i2 tq H 6 0 4 s. t4 i2 1a S a sa-6 39 14 12 .iG D 7b 6b J - 4 13 i0 0.b' 7 95 4 .114 '12 0 0.s as 4 J - 14 ITt -10 s -8 It - =`a s2. 1a -a 7 9b .s 7a 14 t2 to&0-8 s' i" - {o) To ESinpNO CONCRETE atocx:{ASTT7 O-9O} 14 12 9. 8b 65 3 - - t4 12 to A. a fis 49 3.5 T141z t0 0 7 6 16 3 i/4'f TA'CON OR TAPOON WITH AOVV em TIVICAOFORN TECTIHOLOGY ANCHORS,AS M41UFAMRW eY LT.N.flUAAEY. 'f4 12 t -9 0 6 - - 14 12 t0 9 a 7 D 4 10 9 7.6-s.3 4 J -1/4'A X,3/4'X_L POWTS SOUO-SET ANCHORS,AS DCSTl�3Um W ALL PYXN15 SCREM.BOLT k SPEWITY COPAPAK. 7'-O' -1/4-s OLUE TAP CONCRETE ANCRORS W/CAP AS WMI'ACTURm W FLORIDA FAST 74M OKCr,04. Tr I2 10 8 69 :i - - i4 a2 9 7s b 4s J.a - T s5 is 33 - - £Js'q TAPPET++ANCRORS AS MAP6IFAGTUt1ED BY POtYFAi FASFWERS.OBOE.1HO i/a7FR0UFEU BY AAI,'PoWiS rCR£Yr.DOLT tr SPEO1u3Y i4 12 Iq 0..M1.7 4 - - it 12 10. v X3 G.S. 1' - 9 7 %5 43»`- - COUPAWY OR ANY OTHER APPAUVO LICtNSE3I OR AURKIRQFD t'ETAOR 0.Sd51FTfEU WM YNE AMERICAN SIANTIER SYSTEMS A<Comnog.M. A4_ 1t 7 ab .4 - - 14 12 H T.5 91 1 �• 9 T 8 4'v* 'J - { S2 !6 8 $ a.a t4 72 4 8 0 4. ,k0 $ a8 8 .l6 - N01r5I tz as T 6a J - - is /2' @ 43 as--4 3. 4 s 4 3 9.1)MINA"EMSEDMEN'INTD'COWRLTE W.=Of TAICON.BtUC TAP W/CAP ANCHORS AND TAPPER+At+auk£'S IS t 1/4"AND TAPUUtt z-Ds 7s e - - - 14 iziLa 4 bb-s" - - a a as + - WiTuATYA7im TMEADrow TECHHOLOGY AiF3TOri".is1-:, 9b 6b a as - - 14 12toa as 0. - - a- - - t4 la 10 nTa 4b - ea 7 od i = - a2)MMIUM V48MUETW OF't/4"*X 3/4'ALL POWIS SOtf6-SET AHQIORS sWL of EURRELY EMBEDDED INT01M CONCRETE MZM NO u 1z to .a6�_C.'�X5£�3 4 - - w T4ti 7as6 JS - _ 5a 45.L' - - _� EYEmUENf bNIU SIINSCO 51WL BE PETDIRIED. 1j4'0-20 S5,MACl11£a: USED SHALL OG 1 i/2'LONG MfNatUL S140iN.0 SIUCCr3 f4 f2. 11-14.5 u .. - i4 1x`ii.5...7.,ay + to Ia.b T 3.9 6. 4s - i7115f,ANO 1'MBmiUU FOR CONES tttM NO STUCCO. t.s ba ss s - - 4 u v T 4 is - - 14 n 7 as as TO•-0' 14- la to a is - - i4 ?z 10 6 DS s _ -. 14 1i 6 s ! - Q.3)N CASE nIAT PRECAST S1otfE PRECJST'CONCRF.7E ru+Eis.PAVERS OR ANY t'OgER e6 FOIM9a aN IRE MST"WALL OR FLOOR: 14 i 7 73'Ja - - •._" fs 9.s as s { s - - i9 r.ti 7, _a» a". __ ANCIMRS SR4L,of.LONG ENOINSI/TO RE7Cif TIfE'tAA1R SfR1ICTUifE QEITWO SAID WALL f,%Vi .ANCHORAGE SHAD.BE AS IMIC1ATm 0.4 t4 i1-TS'a - - - - 14.54 9 $ 5 4 -+ 2,s as 4 S 4 4- FEAR INSTALtANONS ON VINYL S7E W OR SMWRH OR%TWHOUY METAL STUDS Cd151LLT T1aS ENO1NEFR. 6 t J - - FUR UtSTAI.AIF3N.IM0 ED'S WIN METAL'STBOS SEE s'w 20. SS I2 tq' - - - - ji.T2•.4.•§- 4.46 - ^' N 168 7 s3 44 33 - 1l'-O' A2 9 4 4,6 4 3 - H 7 45 1S 3 - {C} ASX;1if7fY EOtA2L BE iNSfALEEEI f04I.OWtt'iG ALL.6F THE ftFUOMUEND4TlC AND 9PEQFTfl7IONS OF'ilii AdfCIRR'S 1,wVUfACTIlRER. 14 t0 {Q)T - - - - l4 Las 7 a5 u - - i3 ILS 53 46 75 94 7 4w'- - - - - - 14 7.0 7.s a 6 - �. t2 9 S„4,$ 4 SEE SCHEOLU Maw FOR EDGE DISTANCE IF 0. YERSMS SPACIUC REIA11ONSE P MR MCHO£L5.9 14 12'10 - - - It 12 0 vA - - •' IJ 10 0.a 8. 4 - - F.DGC DIST Nom..Y�11S�iLJ�eAS��{C. ( LF.�ANCHORS,. l.2'-0•F 1•S gS 4.6 - - tt -9 3.5 4 S - .8 B 4 3 - - - LALtkt(Nt AK#ioR."iPAC8t4S ARE VALID foR CO£4:DhNC YAES of(H iED BELOW.FOR L a,L135 THAN TME 3akGtTEO.RMCE ANoloil SPAcm SS DS 6 - - - 11 93 65 S + - - - ab 8 9 4 - - BY MIJ%W.YRIG SPACING DIM ON SCHEDULE Bl'THE FOLL IG FACtOM H - 14 10 7 b - - II @S Sa lb 31 - REDUCED SPACING OUrNX U USING FACTOR SHM1 Nor TfE um imw uwuUN SPACING IN0KAT D It 0,34 ANaM Tri'E, M'-O" t4 £2 - - - - - - 14 It'J T.s 6 a - 13 H D�49 7, -• _ - FAM as a - - - - 10 7..a 5 4 3 - - 7.s 10 4 3 - ACRIFE. ?G 0.D _ _ _ _ t2 4'G.':T'S'4 - -1" T D. 4 - - � � 'TAP'CON T4LRPDFORM IECFe ODUY ALL POINT SOUS)SET SLUE TAP W/CAP` MIN SPAOITO 4 4 - - - - - i3 9,6 qb - DS 7,6 5 4 - - '1�'13 =" - - �-t3 0.: 7 6.0=' - - - 11 6s 66 4b - I-D. Wt.SPACING.3' MR SPACWO-r' N.SPACv4G-3 1/2' MAI.SPAC44-3'. 3 3/4' 4" 10 12 - - - 4 7 r5 J.5' - .•• .7 s a6 J - - 1I BLADE &POURED O:Tmx 0= C�TCRE3L 3 POEA6'D C42ICRtiE @ pom 030M P:EFSAL tttA7l R-6 a - - 11 4 95 4b - - 2 'a's`a - - - - tH E6•J Ijt LSv[n•21/2 cac Tnoex Do` I tgacic Lal En.s flt"wL Fit-2 lIC 7a .- - - - - - 12 9 a - va sb - - - 15`-O' to .• _ _ --- a6 as 4 _ as a2'.r/2' 1,�-a_.._ a76..._�_» _.�to Ir = - 63 - ' NUNISON* 0Os67t - �La µ 6a a 4 tom« -- Y.. ..S1 Z a43 a - _ a -' :CODE{Nan High Velocity s- Hurricane Zone 4QSrJ3 ,4ViVV p.Tit AAi ®2015 EASIMI METAL SUPPLY,LNC. 4...IHc.. 'ice 11. E C 0 ►�� . Accordion Shutter System rR KV.MADE eT w/OR w/o KY.K1No(bY ELdI7E American Shutferstems •N# t�.� TILUT TEST=&.FHGINEERIHG COMPANY '� ,�I; glscGALE ERucN_»,,,tm"-_Na. STATE OF w s31a Rat.Sw.ti sr:.SORE WOW G&ROP .romm s3, Associa#ton, Inc. r GU3 i 1-t-19 92 �{%1x/:s ow. 4/i3/is Pt ala:{ao3yaT1-1330.rVX 1{3G5}97T-153£ 425$ we trOOds Chive 's DRAWING No is, F-' OR ��*,`,r "A'nf w;.o. can -West Palm Beoch,'FL 33407 3 i - 15-085 ''ArAFSS]ONAt LLtY`' `AALTERATUJI,tr.P.S. 4 •.�7..» . _. P. fAtIloilo TURE�DATE rwnm Lk /44181 a_ __151113 OF G C7 U) ILI coo). W.- 011T- 5i co SIM (01 US- + LLJ SIP IQ MA oat HT 6 4t Asn=oma Now -0 . 0 41 20 lag BA u olgl ............ Tl-.13 As A Nob Ili 1 1. d.1, - dob 41, 4+b AW 2 —22 1 1,41 oci WWI, mo Ill,, "will, ij�jt VMS M, v v'p pp Via v p I a v 0 :nippy 3 v6 v v ii ip afvla rblummplig -19 3 MQ 2 ....... e 1 43 Lill I Ifill I I I 11E e'2 100 a Why SO 6 0'2yj!!y 21-1212 gyy Ail M