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HomeMy WebLinkAboutProduct Approval I I 7/20/2015 Florida Building Code Online 'I fir;rn r ,,' BCIS Home Log In i User Registration Hot Topics Submit Surcharge Stats&Facts ! Publications i FBC Staff I BCIS Site Map Links : Search Busiines ' ) P �I essja� Product Approval I USER:Public User Peguiation Product Approval Menu>Product or Aoolication Search>Aoolication List>Application Detail RECEIVED f " FL# FL389-R8 Application Type Revision ®CTo•.2 2017 Code Version 2014 Application Status Approved PERIMITTING St.Lucie County, FL Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irod riguez@easte tmetacgm 7 Cop � Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer 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 ✓ Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 of Product Standards Certified By Sections from the Code httpJ/www.floridabdldng.org/pr/pr app o.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d 1/2 7/2012015 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summa of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks I 3- (Non-HVHZ) -Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A. INC. DRWG.15-086.odf i Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. 11 Impact Resistant:Yes Created by Independent Third Party: Yes j Design Pressure: N/A Evaluation Reports Other. Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S,A. INC. P.E.R. DRWG.15-086.Ddf positive ASD load and 13'-0"for 35 psf negative ASD load the I Created by Independent Third Party: Yes HV3 blade w/o window biade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'41"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 Installations into Metal Stud walls is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. _ T 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom)for storm protection ? Limits of Use Installation Instructions Approved for use in HVHZ: No FI 389 R8 II A.S.S.A. INC. DRWG.15-085.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes fE Design Pressure:N/A Evaluation Reports E Other: Large missile level"D". Max. Span is 16'-0"for 30 F_L389 R8 AE A.S.S.A, INC. P.E.R. DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Independent.Third Party: Yes locking rod configuration for the HV1 blade, 8'-0"for+64, -72 p.s.f. load for HV blade for Keystone mountings 7-0"for j +75, -75 p.s.f. for metals stud mountings and W-0"for 110 I p.s.f. for HVI and HV1A working in unison. See sheets 7, it 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 15-084 (top and bottom)for storm protection i Limits of Use Installation Instructions 4 Approved for use in HVHZ: No FL389 R8 II A.S.S.A, INC. DRWG.15-084.Ddf y Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. ! Impact Resistant:Yes Created by Independent Third Party: Yes y Design Pressure: N/A Evaluation Reports Other: Urge missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG.15-084.odf i for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party: Yes 12, 25 and 28 respectively 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: go Fa 9 M Security et!-rtc cs, ht Amww.floridabLdldlrig.org/pr/pr app o.aspx?param=wGEVXQwtDgvYYHH2vJvx63MwsXdCOtOXtHs6RTTCYUwp/o3d 212 RECEIVED ir .� OCT 0:2 2017 PERMITTING �.. GENEML._NOTES t.BERTHA ILA A17CORO104 gpf{IFIt SYMMM SHOMii ON IMS MMM COLINION dOW11FNf PED. WB 6f�t Yamw POR OCUP-mm N At eora NCE"NIM ne 2ot4(SN Ewa*Of na naw ' BUIlDWO CODE THRs ACCORDION SNRUIIEN sysTFll RAY Be"sum AT Rept VIIOCIY 70tLE'L --' OESM We LOADS s1IAt1 BE DETOONNEO AS PER SECIpM IM Of THE ADM MORIONED CODE.FOR ABASIC WMo SPEED REgtA w BY ME dMW6OCMON WHERE WATER L. TABLE OF CONTENT'S BE WMM VM A OWCtI WIM FACTOR Kd-OAt,UM ASCE 7-to"R INSULL MONS LIMM 2614(5M ORION)_ POC AND SMILL NOT EXt(ED THE MAXMAI{A M) CM=PRE5 W BMOCs WMIGRD ON SHI3LS 12 7M6L 17.2k 20.29♦29A W ORDER TO WJIFY THE ABOVE ODU MON.WWA18 DOW WD LOADS WEAIMID PER ASCE 7-10 SNLML BE PWSE REDUCED TD AM DOW WO LOADS AM.ii }V BUM(11 0)�dt M BY MANLYMM 711E8 BY GA N QWERTO COWMtE THEIR W/UM(AS )DCM PRM MtE'RAMas VOWED ON SHEETS$2'DOME 17.2%21%28 3 2M cal(EIMAL.NOTES sTEEt 1 -N ORDER TO MM MAT ANCHORS ON TLS P.M.AS TESDA TRUE NOT CVUMUSS06 A 33%INCREASE IN M3t0HASLE LOADSFOR W40 WAIS WAS EAC USED N TWOR ANM MS.BERM SYS)DA OOE'ONENTS 1-21 SHW 2 RH.V.ACSOROWN SHUTTER SYSIEWS AOEQUACYY FMR TATA AND LARGE MWU IWAOT tMD HAS SUM VEMM N ACCORDANCE YM SWWM IO2B Of THE ADM$194110MCODE AS PUt ATL gym CO s 21-V SHEET 3 -HV WADE 1021"1-00./0716,01-OS,#IWMI-O0./1214AI-o6„(0317 02-0 0,/OS02At-to AND OW10.01-11 As PER TAB 201.TAB 2D2 AND THIS 203 PROTOCOLS. SEMiER ASSEMBLY 36-43 p��SirIE�E(•E -Mr tiMW m BIAOE @ jO60Is.Ot-De AS TAs 2oi.102 a 203 nwacCS AFD 0725.ot-DB As PER TAB 202 PRdIOOOL,. .�., lie,Ai��(1)Ago WINDOW.131ArIF .. (IEftfE{i1: -ICY BIADEo/OL2281-os AS PER TAB 281.WS 202 AM TTS 203 vROTOcrotS. ' TYPICAL 3HRIiIER Eth\autDN a xBEs C41 tDCHes SHEET 6 -W DUDE t{�NiO IFF/BIADE(2)FiIE liOt>Ef70D ro MDftlt N CiN94N tYiM PACE Cn#R RL MfA3 NHIIiE TEE oESihiN Pli }RES TRMtsifON ENOM E!D XpIE a TT)MEP10R 24RE 6 fAl:li CAwtSWNAW$,IMM5_NEOOhpEqa,AfNNptlrS1iIMDL11LRDPEl�FD N AO�CDRTDoM1INOEE MoRtANlDdE1M0 POLFERR O3N0.L AoTf MASEDETW7E»lPoERBLT�MF DISMADPPAIEUD.YPOOLRW.tND OON{MROfiS AN0 fAS1ENfR 7YPE"3 SdEDUlf6 MUST BE APPLIED 10 LITE 8XUlM Kuds" ODWW/Mm SHEET a INSTALLATION KMr-(.CONWF/8LOCK SHEET 7 SHPa N2§N CNEUN1E OEMN CEHERVAIE AL7E0MM OETMSHSHEET B NV WlNIBRtY RADE R9 ^"� t0 NORF(N RRRSOti IILOit EACH OIIHEL iRDFLt THE CE7ERM,tJM11TAT10HS JEO Cl7Ct1CS tMf U$E Ri0IrJ0ED OtL StFET Zs CENTOWE DETAILS HD SHEET 10 MORMN p �y END CpNNECION DETARS 1-6.CQIgtETE/BLOCC SHEET it 3.S SGERM 7NVMfSS 'BCtEN1S NMI .O-kit� 1TRIMM AtO 180 14 TUME Sf��09 D�BFNITN I�MIQPMMIKW TE NiB /6CiOlM�iNB�fl«IFIA�CI��BT � .MATOIR[L SPAR TABLES stEEF 12 ANCHOR SCEDIUIE-CONCRETE&aOCK SHEET 13 AM'PRDMm C01TILR9 APPMIGTOR3.RT76SIERED WON MRIMMNL SHIITRR SY91E16 AS50dIL1ON PINS MUSH BF/Ft THE W ON TFtER NPM. AtLCitOR SCHEIXILE CONC1tFTE&FLOCK SHEET t4 4.ALL ALUNWW SNAIL BE M11MRDN ASSOCATIM MAY NO IMM AS ttCMM ON SNIEIS 2 AEA 3.UUMIA MD STROWM FOR 6003-10 MIM 13 31.7 AN AND 36.7 Lal FOR$005-13 0.00M ANCHOR SCHEDULE-CONCRETE&BACK SHEET to 5,ALLSCRLYIS TO W STET!304 OR 318 ANSI SERU3 OR"C OFI its^ ►ANF COATED CODON SFEA.AS PER tIN 60018 TNM SO!si ICL YEFD SIREN0D1 AND WF kq NFL TLNSLE ANCHOR -� SHEET to SIRDMDIN a s1TAL1 COMPLY W/FL0t60u1 TWRDWO WOE SMIM 2411.3.3.4. ANCHOR•SLE-WOOD SHEET 17 OWALLATMON DETAILS".WOW SHEET 10 6.DOLTS TO BE ASTM A-307 MALVMOLED STEEL.OR AMI 304 OR 316 SERF3 SUMS STEEL W1 M 35 Fag MWWW TOEID SMENOW. INSTMLATION DLTARS S-MC.WOOD SHIFT to 7.SEE THE FOLLOWS SIRET4 FOR ANCHOR SPEn1MCJaMM W MWQ 1414.10.16.t7&2M END CON81E3l M OEtAHS 7-12 a7,WOW SHEET 20 18 3 W SIAOE(A} HV A3.fit MMIO.almlY , • VDE{S a NV)lRIQiG'N MMSat9Mk 3n 14 do 8.Bls BIARAI�M.Y.ACCORCON 9iUMTEMi SYSMDF BFMS A U.B.IMTFNF�'67T0,602.CM�6�OREBs OF THS APPROVAL ARE OOVEtE0 N W MOLE OR N PART 9V It&PAMW{5'460,179 ISSUED TO TYLRCAL UMM UWAiION A NM ON LACKS SHEET 21 E'ASIEpN MEtti sOP1tY.OtG NL9TH AYM DETAILS AA-M CONW9 SHEET 22 9.R SILNi.BE TLE RLSPO<LSiBAJtY of THE CONTRACroR TO VERIFY TARE SOUNOM7FES OF T1LE 51RUCM2E VIRTUE SNMFIER IB TO FME AUAC#D TO ISURE'PROM AMMdRAOE CONIRACMC1 TO CENIU GTE DUMB NO SHF}ET 23 SFJi/GIAN ALL SL#TTIETt COt�ONEM EDOLS N4601 REMAMIA 11Ma1 iAS1ERItNt N CtBIFAIdl3 CMALT IN7H THE Mum"To PMVM WLD/RAN DMFMWONL END CONNOMM DEWLS 1-8 At KMMRETF/M= SHEET 24 LO EACH UHT MAF BEAR PERANMV LABS:N A MML PLACE NISI TR4MW WOOD WOO MOOS OF WIRRM7NE WARIONGS NOME OTIF M MM.OR OIIBTt86 MST PROPERLY CLOSE ALL U MMLNA SPAN TABLES am 25 W AND to C (UMTES AND UWAGE OR LOCK ALL W AND NO LOCOS. ANCHOR SCHMUM CONCRETE SHEET 28 . 11.SHUM WMAMIRMS.LABEL SNAIL.SE IOWID ON A RFAMY VMW LdfAM"AT ACCORDION SM MFA W ACCOi1M CE tMRH SWWM 17taU OF FLORIDA BUMDOMO CODE ONE LMM SKILL BE PUKED FOR MW OPUMM LABOJNO TO CWLY TAM SECTION 171OA2 OF THE f%OM BULOEO COME 12.8UM0VA 1l.Y.AOCCRGDN SHUTTER SYSRHfS IFSTAUAMN S1WL COMIPLY W1111 SPECS OWAW W TNS ORANMO PIGS ANY BIMROEMO MMD MIND REMAt10N4 MM BY THE.RMRSCCMOM �'� 4f ���`RUTIF `�H Y TMIFRE PEa IS APPIJEO TIL TYPICN.WNOOW BIDE a wmwtETAML SHEET 27 13.(o)THS mm PMEPARM BY BBS E mam Is Comm AND CES Nor PROV"WORNAWN FOR A WE WWFO PROAOCFM Lt.WHERE TNS SDE COMMONS ORM FROM THE P.M MMA!SOUTHER.Ela/ " SHEET 20 W CCORWMR TO BE RESF"SPOLE FOR TME SQOCTWN.PURMSE AND INSTALLATION INCWWI0 LIFE SAFETY Of TUM PROOLWT.BASED ON THIS PLR.MOVMDED WSW DOES NOT D MIC AREA E; tMEI WINiI(HM 13LAIDF ID ONLY FAN IM COMMONS OETMEO ON THS QCW I M.CMM LTXU SWEFY AT Sok IS THE COMWCMO1CS OMPOt4M0MAMY. (o)THIS P.ED.WILL BE CONSIDERED INVALID IF WIRED BY ANY(FANS. MNSTA LAMON IWAIM META.SNDWWI,S SFW 28A {d}SITE MOM PA MSS ML BE PROM LW OFFTTHE P ENO EDOF RWORD6 ACTMNORAS A DEEOAIM DMCRER TSO THEEP U MEEt�ROMM�)FOR TO IMMl4�LAUM HE SIIEPRO=AND SPPMM M. " DRAa1MiTa PDR RLYA'1M (a)OIONAL RED.SIAL MR THE DATE AMMO OnMMILUL SEM.AFD SM}IATORE OF ME PROPESSOM EMILEFR OP RECORD TMT PWMW R FMDA FW11lING CODE,06 Nigh Vebdjy LY&MM+1008 OH)S D PERMITS IN THE STATE USED DARIDA ```` 1L ••••+'AjA7j�' A 201&PAIFRN IAETAL SUPPLY.W. ,-A NNIS DRAYYaiG 5ltALl ONLY-FE TO ```,,.•��,E�A•.. iy -� _ �� BERTHA WTI, �IL» �C ■ ■ ■,A■ Accordion'Shutter System Z BI OE 1! dC N.Y. a U. a A - K �1'v Amedoun,ShuNer SystemaMI- ow�Ea eA S* ILL ' TIL INA TES8N0 - ENGINEERING COMPANY Aeeoolatlon. inc. / aDtt-2M ata/Ha o4 I3 t W4a M.1A a:(!T.Sb- YNMAAII(305LT,lIOACA i6i Paon.:t3Qa)attaaa9.For 1 t3Da)ait-last 4288 WeatFQedB Drive : �RiOp .� + ��D,"�+°471"a 11 Wast POIrn Beaeh, Fl 33407 a DIrAWINC No ........... WALINR A xw s P.E s 15-0$4 P.E, S �DAIE ""a%U /dateF a SHEET IM aa69a awbe . VARES "TL °� '%. BDLSOLID BLADE 2 HV BLADE ®HV 9D'f i BI)` STARTER O O OHV UNIVERSAL FLOATER D UNDER US PATENT/ 79 COVERED UNDER US PATENT/3438179 QUNIEO OR USE W/ 1 6005-T3 ALLOY AND$LIFER ����Tb ALLDYED FOR USE /ARO TEMPER O� DIRECT MOUNT ���Au�oY�TEMPER OSEE ULTRA OF BLADE®ON SHEET 28 OUIWFIED USE FIV 8063-Tb AU.O Tr 6083-Tb ALLA.AND EMPER •tt' .065' .9g4 emZ• Oftanveft MAI QUALI ® WALK-OVER• typ I^ sone t & QU�e(�DE�($�& 2 W w 9 HV 6063-TB ALLOY ANO TEMPER 6063-76 ALI AN SK' Oa���SE•IBA�Kw uV_ RAINQUARD 5063-TG FIV 81ADE &2 ONL. s! 6065-T6 ALL AND EIIPER • WVBLS 6063-T6 ALLOY ARD TEMPER QAURED FOR USE W/W Y - VARM 1.93e' 03-T0 Y AND TEMPER .97, eTo 1.666• eTo MED CEI ANG- HEADER 1 © HD CEILING HEADER/SILL 1361- ED FOR USE W/EEV BlADE0n ONLY, f�V�U�DE t ONLY O 1® SHD GEI ANG HEADERAILL DIIY- 7 ^^D 1�n Ut1/LL1FlED FOR USE w HV BLADE t 14 c SEE SECTION$ FOR VALL SEE$ECTEONS FOR VAUDRY. QUALIFIED FOR USE W FLV P. 6083-76 ALLOY AND TEMPER 6063-78 ALLOY AND TEMPER BLADE )USE. WNJFlE�Wi6 ALLOY/AND iE4PER 1O&D \\I 6083-T8 ALLOY AND TEMPER Woe COMPONDO' A D IT 12x Y l 2' 2' 128 t• t• ® 2- Sr.w• tom. 1/6' wa 1' 3' (Loge ® r 6-wx 0.19r 0.192' w (1�} SIDE ANGLES 2.3• r MIX. a196• 0.1w w(j) CORNER1POSTS q- I ED FO USE W HV FLED F0(��JSE W/HV UIWFSED FOR /LE�MI BLADE 4ko • 6053-76ALLOY AND TEMPER 6083-46 ALLOY AND�LTIEItPER6083-TB ALLOY AND TEMPER „LUDuR11011p� FLORIDA BUILDINO CODE Lae RioVe(oel Rurt(ca+e Tom `�����. ••••• /J''�i� m 1010 061ETW LETN.SUPPLY,QFC: i WCFh►s�;':&9y BERTHA HVTM ° IL E C O in'c. A■S■S.A. Accordion Shutter System R V 81/NE i M Y x,.NlCOTI BLAOE A My.BUOE ALLR 70MM R ENMEERING COMPANY Amet104n ShtFitK $y}®mo oma, fan I OWN ars `4 0M RR 30M V-9.30&VrAM 491)"noaw 311Ae3GGlatlon. Inc. t aD tt•at a ,6 am 1711M, ' •yam 1 Phan.s(303)571-16W.fan a(Soe)en-t6s, 4268 WD6troada Drive : DRAWING No CONAL ON NoN LD-0006°�°i°a`°9, Wed Palm Bench. FL 33407 4 aJ-084 ��nn nuamua`` Lia mi Tdw M,Q f P.E. SEAL/SIGNATURE/DATE a SHEt i z ' 1 iQD f Y-20 CAU IL fix33" ON®PWaa1 f P-f0 OW U IVP-) er Fltam .q62" � ktaOEl� t .3t • • PaNws(*=W (OFOX RATW IRK W) HV CENTERMAJE V LOCK GREss K FIM FOR USE W/ HV BLADE ONLY 1: — USE 4083-T8 ALLAY AN MUSE USE Wf I1V RUDE i & ONLY QUALMED OR USE W/HV 4UAUFiED RUSE W/HV �1!?QIEMI 6063-TB ALLOY AND TEMPER y `a 1do ONLY BLADE Gt 0 ONFOR USE W/ ONLY 0.11 ,• 1 8063-T6 ALLOY AND TEtAPER INgO 2 AFTER RIVEM � 1/ex-20 x 3/4" T°'G s.s. TttUMOSCREW t,(.t'e 2�RiY � sSffM RIR4 AttM#.M L?nLt-n A71IIQ iNflf:TUKc6 TtBR SI6tr NUfW f.lura I OM AS YASUfl MAM 6r M XL Q iTiRT R ReoxT RstvAtfaN W MALIE "T" LOCK CENT r—_ �. CROW TO P�vrm,WW"SUM 0154 OR DXW- GENE R sTE QUALiFLED FOR USE W/AJiY BLADE 1 ONLY " ® �--E--� �'ALTERHAMT ��' 6083-T6 ALLOY O TEMPER QUALIFIED FOR SE QUASlI>fA FO&USE W W QUAILIFIED FOR USE W/HV BLADE 100NLY QUALIFIED�BSR T6 A l0 AN EMPEI SLY W/HV BLADEQONLY. BLADE t ONLY. 6063-T6 ALLOY AND TEMPER 3.151 00.1• 0� o Q AOR .214' • 314 •. .645• R 't 0.575'11 O 1.125*Nos O OUAUFRED FOR LADE 1 , do 2 QUAUFlEO FOR USE W/HV BLADEQ). &(2) , O ALLOY AND TEMPER 8063-TB ALLOY AND TEMPER 'vAR t2•u21. QUAIJFlIEDMFOBR USE W1 HV GLIDE 1 i�dic 20 tt'µrm sa oR s/a s.fa 31/2• CnMERRN c� 00 OR KEY CYLINDER LOCKIy� RODL\, QUALIFIED FOR USE W/HV BLADE1('dcBADE 1 5•s t/4'A Hb LOCK 8083^T6 ALLOY AND TEMPER ® 1'R1 3M!9-16 ETAL ,IiV '1�4� -20��,� 3Q4 . Rrc REGENT HARDWARE USE lacKs SFREDEHOOK BOLT LOCK. QUALIFIED FORR USE W/ W10 J,@ 80 A 7/16-HOLE D LLF_D AT TRACKS FOR PROPER EMBEDMENT QUALJFlEp�E Qdc© FIEp FOR USE W/HV BLADE & FLORIDA gull ply (ODE h YeI Hurricane Ione .TI q''b O 2015 OMM MEML SUPPLY.INC. ,4 L'vcE' lij� BE THA HV7m Accordion Shutter ,�,. System SMIS.A, y.ELME It W OR W ILV.now BGOE h N.Y.wx 7k :11�= AmertCan Shutter Systema 1fc1tavlaf zu 1 AAYm eY M. t � TILUT TESTING do ENGINEERING COMPANY Aasooiationa In*. f ow n-lu a/u/u DA1C os/u t5 eaas x1e tam.as.3fa toa.vwa4A OM1011flf etaalu alt Phu tsaak7t-6630.r,.(30S)a7T-fait 4268 Westraads Ortve = DRAWING No .......UHLP ��►� r-�LwamouaLoam West Palm Beach. FL 33407 3 sLti � WN.TRR�T�MW Jr.ME < 15-084 P.E SEAy�IGN}t�L1RE�L?ATE RLORa tLo /44167 a SHEET 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV HV 0 AND HV BLADES. HV BLADE 1 N ® HV BLADE 1A HV BLADE 2 Or(Z ® HV LONG RECESSED NYLON BUSHING N ® HV SHORT RECESSED NYLON BUSHING 3150 ® W NYLON HAT WASHER EXTERIOR '� ® HV WHEEL CARRIAGE AISI 302-303 SERIES 4 Q 5- $ 4 ' 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS I or r ® or ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD �` REOUtNFUCHTS) MQ or® ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD 'le EXTERIOR ® POLYCARBONATE IMPACT RESISTANT W WINDOW (SEE SHEET 27) t TYPICAL SHUTTER ASSEMBLY PIN (1)HV (D MOLL ALWAYS BE USED AT ALL IEAIOR EXSCALE. 3/8•n 1• NV PIN R AT DKIERIO BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/Wo OR M.324' B1ADE'S KNUCKLE. NV®BLADE 3 (SEE NOTE* FOR (2)W PIN®MAY BE USED IN LIEU OF®AND ONLY AT REQUIREMENTS) EKIEIKR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/LWQ2 O BLADE MEN CORRESPONDING TO INSTALLATIONS'CC'AND'DO', SHEtT 22. (3)W PIN®OR®W/ 1/2'O.D. 1/16'THICK S.S.WASHER SHALL_BE USED FOIbDIRECT MOUNT INSTALLATION PER DETAIL X. WHEEL CARRIAGE DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. �t11Lt1110111fI��h FLORIDA QIUJILDING CODE Non Ili h Velccity Hurricane Zona ���•�Qy,.,. . :•... /J�'�., 0 2015 WFERN METAL SUPPLY.INC. Bo-hTHA HVTM /TlL EC O ewe:. A■�■�I*A■ Accordion Shutter System v BAN 11 W1 OR W/O Liv WI W BUDS 8 Nx BLADE Ill Ldter Systems �emrw w,c ORM erc I TESTTNO do ENGINEERING COMPANY Amo loan Sh ,M ke.�-�.,St.3M�,M miaow nn+a�1 y1 Assoclatlon. Inc. 1 oto 11-114 W15/13 am04 13 is Phone:(305)871-1&%0.Fm;(3063071-1331 4268 Westroa& Drive 2 "' " West Palm Beech. FL 33407 3 'R WI08 o 000e,e W4LIM A.WAff.Or.RE 4 P.E. SEAL/SIGNATURE/DATE FLORDA Ua 144167 : 4HEEr n *ETES ON HV LOCO AND MkWMA,N,L*'. T WA M N U 5 7 n t.YAFIOIIIDFM' f1ON its ONE NV LOCK Q or®S!(ALL 8E U5@ AT 1A OF S"MM SPAN FDR Attt SPAN OR 12'ABOVE OR BQ,PW �2 OF SHUfiER sPAN FOl3 SPANS NIP'0�105. AND FOR TIONS�tT ANY EILVATIOIL HY LOCK t�tj or MAY E USED AS AN INSIDE OR OUISIDE LOCK.ATT/CFfED TO Q.y TES W(?3 ;4jZ0,x 1/2"Low.FIAT NFAD s;s.use Locn iN OF lOd(sINLL As D7DICATEa ON �1 w ESA 2 IF DESIRED FOR BEITFR PERFORMANCE OR FOR SEWN PURPOSES,UP TO TWO ifit �4 a SfNLL EOR iN6sOAT D NDIE�(1)INSIDE NBOYE OR auI51DE IOfX,CONNEC]!DN of IOCI(5 ro CEN1ERANTEs t� !DG of LOCKS SHALL a AS INOMM ON TYPOL SHUTTER E7EV tufo v 3. (� r S4JI I1. lL1L l LOCKING RODS ARE NOT RFgINIRED AT- AdE POSIRON.BUT MAY USED IF ENI TO 4NCE SHUTTER LOC NNG RODS OR AN ALTERNATI E OMM MAY AM BE USED AT STACIONG POSITION UM MMM, �((NOON HURRICANE POSIIWN� 4. CENTERIAKIES FOR ANY SPAN AND DIST EUI AVX LOW i�9� SW4J E USED ABE USED AT ASSANOUISIDE OR DISIOE LdSt AT TOPE SWUL 8E USED TE W 2 111'LOCK x t t SAS DNDICATE6 ON HEM S1YINiCAL URfti EI�1/A116H $ �,. MMIUM SHUTTER SPAN StMLL BE DElFIIMRNEOOFAS PER SCHE�S SHDWN ON SHEET 12. -�� S_IMI U48M in WIFlow ON£ALTERNATE EAE LOCK MAY BE •IN LIEU OF HV LOCK or FOR ANY SPAN ANO O ; AT ANY ESJVATWN. TE LOCK MAY BE US®AS AN D£OR OUTSIDE LOCK ATTACI(MEH7 egt-1gYt__ l� OF 1/4'i-20ruT/4�s.S.THUfiTSCREIY TD®oR CENIERtEATES s ML BE LVBE.N/ t/4h2ox3/4 ALUM. l a3 RNNUT AS SRI oN sEcnoN tn/E.sHE>rtr 8. LOCK sttALl BE USED A7 1/2 aF-stRITtER SAN OR TWO t j SZ=11B C LOCKS AT 1/3 OF SHUTTER SPAN. *NOYES Q HV "T" M`KS AND CENTERRIATES: 01 1 1 91 tMEMIM SEE OND ONE ALTERNATE NV'1'LOCK MAY IN LIEU OF W LOCKS FOR ANY SPAN AND COtNECDON AtiA AT ANY ELEVA1tON.AL LOCK Y BE USED AS AN INS@E 04 LOCK ATTACHME T DEEAIL4 ON a r C x t J x t o T 4 ■ V X pF LOCK WCw0N5 USING NFORCINC tOC �.AS SNOX1d ON SECTION FAG,SitEET D.WHCH LiU57 E SHEET 11 TVP. CONNNECTED TO CENTE RWATES 0 AN�W/ 1/410-20 x 1 1/2'LORD S.S.THROM BOLT W/718'1 x 3132' VULL ROOM WINGNUE OR YY/1/�0-20XI S.S.M.S.�USE A 1/4'h:6 RMNUL K MAY E NSfi4t M AT WDSPAF OR 1Y' OF CORNER MAXDIt7M ABOVE AND BELOW tBOSPAIL 11SE OF 7W0 LOI:WNG RODS TOP AND SM IS MANDATORY. CENTERAFATE 10 w�IX°�•®mQ7 4�m 1. � ONE ALTERNATE HD LOCK iN IRSkD iH LHU OF 040.®m®•O t(tp�et NV=3 OR FOR ANY SPAN AND INSMIJRWNS AT ANY E1MTKIH.ALTERNATE NEI LOCK MAY B£USED �' •®m�+�B aQ$'`e�'a F.H.SSMA.AND INCIUDES RDNSOR0801T INSERF AS AN MM OR � SHOWN ON SECTIONS ANm HDCLOM ATrACHMENr OF NO WCK 0 70V-M�sst1k'ET M LOCK MAY 13E 9MM1 OTA MIDSPAM OR 13'UMMUM BELOW OR ABOVE WOSPA,USE OF LOOM RODS @ a C UCMY MMUL. TYPICAL n H BLADE SHUTTER ELEVATION N.T.S. iHHININY FLORIDA GUILDINGI CODA' Inn H h VejLc& Hurricane Zone ,,``�=+P�'� •. /��,i���' O 2015 EMM NVAL SUPPLY,INC. cE •�:;��•, BERTHA HV m +� Accordion Shuttery System _ �o NMC. A■ ►■S■A■ 4.RUDE 41 W ORHY.M=BLADE&HV.MADE r? = American Shusterma WAr11 Br: M.L. TNLLJT TESTING & ENGINEERING COMPANY Aaaocialian. Inc 1 OLD 1t-1u 113p5 mae 04/1 t5 No Kr.3M,ss,a..3A VMXM cMVM naa of 331 t3MWI-1530.fte:(305)871-1531 4268 Woatroc& Drive = DRAWING No 4 S'•......... C1 �` s maa:ukwboeetawa West Palm Beach. FL 33407 3 wu1EX w-OOTIaueN 19 ae . 15-084 P:E SEAL1�aY� ATUREjQAiE nMM eta.144187 -1 3HEQ Pouam P CONCREX ANCHORS %°°I o E,� WINE INEaa s� Ir- REau CCHCrLTE ANCHIXB SHEET r ON t SCONON RItAj98/a 1sow �aC (SEE SCHEDULP ON SHEET 13) rli�r r 4 i�a~ sc4wsss. Im oR t8 USING 1/4--20 NUTS02 r/ - f9 0 12'aC (,'�� � E G �2• __ 3 OR • l''J OR @ 2S0' E: j .no Mar, Q' � Mar. t OP IONAIL t) , ns"wn e ---@ OR ®e j EwsrwG I Nw sEruatwN m cuvs 1 I --F—(SEE scNEGutE aN SNEER 1 a oma i INN BrRARM10N TO GLASS f CUSS11 ITI EJDSTQNS w SCHEDULE OH SILT 12) yy WALL HrADER INSTAUA710H @Br W_ALLHEADER INSULLATION W WAL{. 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TILLIT TESTING& ENGINEERING COMPANY Asso"lonT Ino. f an ff-fu 08/13/1e Care O6 73/13 STATE OF ;4 mss ear.Sen,s;se..303,VMM WRDOM RWXA=94268 WeatFOads Drive a ORt a t�_(M)871-1630.Rat(3ce)tnf—fe3f DRAWING No -..M tWA-0.0.oom West Palm Beach, Fl.33407 3 •,,��F °�jE+�a`` M-OOM", 4 15-084 pis PZ SIONA%. f0`� nORDATER�Ll N0 4`4167 3SHEET P.E. S'Qlj6((i1M1`��tE/DATE 6 11 OF M SCHEDULE #1 MAXIMUM SHUM SPAN 1+'OR 'L-' motmUi1 SHUTTER SPAN* *L+' *-L+- (it.). —• -- MUM SHUTTER SPAN 1+' (it..FOR INSTALLATIONS W/ OR 'L--" (tL FOR R "L--(it.) INSTALLATIONS lJ�Od��.� + NOTESe �LRMA ES.@ do®or t}� or INSTALLATIONS W/) CONCRETE k WOOD. W/ONE H V LOCK ® Or®or or Q Wf ONE HV LOCKS MANSORY (i L+ MAXIMUM A11011ABLE SPAN FOR A GMD1 HD LOCK Qq W/NO LOCKING RODSor ONE HV LOCK or or OR W/ NO LOCKING WALL a 8,C, D, E M,N U p, O, CENTERMATES @&; VFf ONE tN���hhhTTT"'''' W/ NO LOCKI R000OA���S! DS MW1NTiNC, F. K do t R.S, &V. 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(3)PROCEDURE TO OWNINE UAXIMUM SPAN FOR 50 Ir-5, 1r-5• 12•-8' 13-7' S0 .12'-5- 12'-5' S0 12'-r f3'-1' COMBINATIONS IN OEPAIEN WALL MOUNIINGS 55 tt•-10' tt'-10' 12'-1- !2'-11- 55 11'-10- !!'-!O' 55 ft'-1' tt'-11' W/FUDWCEI1!{G YORIINGS: 60 11•-4' 11'-4' 11'-7' f2•-4' 80 ft, " f1'-4' 60 10-2- 10'-11" FOR A GM POSRAEAS.D.OESICN PRESSURE 65 10-18' 10'-t0• 11-1- 1!'-its 65 10=10' ur-te' 6S 9'^31 UY-I' RAIN* 70 10•-8 10'-6- 10'-9' 11'-5• 70 to•-r .18-e' 70 8-0' 9-4' 1N CORNER CtlNfERMNTE DETERMW- 75 t0'-1' !a"-Y te'-� !1'»i' 75 10'-Y IW-/' 75 - gam- #3��USED AT ALL Ll+-MAX.SPAN FOR WALL MOUNTING INSTALtAliONS, MOUNTING ONSfALtIIDONS.LOCXINO SPECiFTCA1X)NS IR+-MAX.SPAN FOR RAOR/CEIUNO MOUNTING 80 V-10' 9'-10' 18-0- 10'-9' '80 W-10- 9'-10' SWL.BE AS INDICATED ON MANDATORY CONDITION/2 INSTAILkIONS. 85 9'-6' 9'-e' 81-9' /0'-5• 85 9•--6` W-9" NOTE/S•SKEET 5' FOR A CMEN NEGATIVEASD. DESIGN PRESSURE 90 9'-r 9'-3' 9'-5' 10'-1' 90 V-31 9'-3' RATING: 95 8•-10• 05 W-01 W-9' DETERMINE LI-�MAX.SPM!FOR%ALL MOUNTING 9tSTAUATIONS. 100 W-9' W-4' 9'-0' 9•-7' 100 fr-ol 8-4' L7 MAX.SPAN FOR MOR/CEILING MOUNTING 105 8'-7• F7:7- 115 8'-9• 9'-4' 105 8-7' r-11' INSTAIMONS 110 8'-4• W-7--- 9•-2• 110 8'-4- 7'7• SEPARATION TO GLASS SCHEDULE 8-2- 8'-4' W-11' 115 8-r 7'-3' FWAL MAXIMUM ALLOWA3IE SPAN IS EQUAL TO THE 120 8'-D' W-2' W-9' 120 8'--O' 6'-11' M IMMUM BETWEEN'u4'.'U+".'U- AND 12-' txs r-ta' e-o- e-s- 125 r-10• a-s• WIND ZONE MINIMUM (4)GO TO ANCHOR SOEDULE WITH FINAL Mw6MUM 130 r-a- r-t0'. W-1- 130 r-8- . 8-5• ASTM E-199FASEPaI��ION ALLOYiABtE SP707 ANO trEGAATh'E As.D. 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I ID - OWUMf SfiALL S PDt1DO SI 1/4''0-20 S.S MN2ENE SCREW USED SFMIJ.tiE 1 1/2'NANO YNEaN SNOUD SRMxO12 . 63 - - - 14 12 0 7 8 4 - - 14 7 6A 0 4b - - E6'f,A1l0 1'18NEtIAt PUR WAItA WIM NO SnTCCO.6A 4 - - 14 12 0 7 6 4A - - 14 7 SA 4d 22 10 9 7A ^ - - 14 12 10 0 0A 5 - - 14 12 8 9 3 4 - - B.3)N CASE TINT PRF."STOl4;PROCMt CCItCRETE PROD PAYERS OR ANY VENB'J<R OE FWND,CH THE DOUM WNL OR MOOR O 7 a 3A - - - 13 93 ds 5 4 3 - - 10 7A 3 4 3 - - - ANCHORS SHILL BE LNA ENOUGH TO RFACEI TIE MAIM STMXWRE OEMNO SID W LL FY6SIEES IRCHaRAOE SKI L DE AS RIOC ADETT ON 11 7A 3A - - - - i+ to 9 6 6 4 - - 2b 0A a a 4 4 - - NOTES ILI 8 8.2)A04VE FOR OWALIA71ONS ON WM SONO OR AFS MW OR MI Off YELL SILDS CONSULT IM ETMEER. 6 a - - - 11 12 5 68 OA 4 13 10 aA 3 4 3 - TOR 9ST WTO OF9 W BI METAL.R,ROS SEE SHEET 2BA 12 10 - - - - 11 12 9 7 6 4d - - 14 OA 7 6S 441 3A 9d 3 -- - - - f2 9 6 4d 4 3 - - 9 7 113.5 3 - - - ,(Cj ANCHORS SEWN BE 9ISpLLED FOLUAI 1 ALL OF TW RFLOMWICAT10NS AND SPECNGRWLB OF TIE ANOMI I MW6CRR6IF. 14 10 7 - - - - 14 OA 7 65 6a - - - 1A 85 6A 4.5 ]7 - 9A 7 4.5 - = 2111.574 4 - If 9 6 4A 4 - ACM FDR 12'-0. 74 a 10 - - - - 14 12 8 68 83 - - - 13 70 65 S - - - FDCE DISTANCE VERSUS SPACDHN SCHEDULEOR& 1A 85 4A - - - - // 6 3A 4 33 - - - 8 6 4 3 - - - - YAYaB�F ANCIFOR SPACM ARE VALID FOR EDGE DISTANCES 110CATED OEM.FCR E D,LESS'TIM BE NWAIED.REDUCE AWMR SPAOM 13 94 6A 8 4 - - - 0A 6 5 4 - B'f WL7WI.YNO SPAC9O Sww ON 9pFE01AE Df THE FDLECWNO j71'EORq,' 1 taa 7 6A A - - 1 e6 85 Id 3A - REDUCED SP OBMM FACTOR BE ISS Tim e61M SW1CM INDICATED 4.074 EW AMM TYRE N 12 - - - - - 14 -6 7A e 6 - t 9 6 4A 4 - - - FACTOR a - - - - 10 7A a 4 3 - - - FA 4 3 - - - ACTUAL TAPCON WITH ADVANCF,D TIPPER+ 12 9 a- 4A 4 - - - 93 7 a ♦ - - - - EDGE TAPOON ALL POINT SOW SET DLUE TM W/CAP 13 95 as - - - ^ Da 7a 4 - DECTANCE SP 14-0' 14 12 - - - - 14 160 7 A5 - - - - 11 - - - ED. LGN.SPAM 3' MN.SPACNQ-Y PAR.VA"-3 IXI MN,SPACRYI.e 3 3/41F 4' 10 7.5 1 7 45 3A - - - •+ 7 8 3A 3 - - g POUTED OE#OkTE COMC E7E KOM a 8 FQ10D CDTCAFIE BODE 1A a - - - - 11 Is 4,5 - 4A - - - -rLOC1i MN EO-3 ljl MIL EO.-2!/Y 1-4r •etasclt Lal Fll•31j,�' E.8.24jt 7.6 - - - - - - 9 6 - - - 9d 7 SII - - - i AFryLSc p 15'^0' y _ _ _ _ _ _ 86 a7 4 - - - - ° 8 3 - - - BLADE WORKING 21/2- to a90 1.0 078 1.0 0A4 IA TIT a6 9 6 65 a 4 IN U 1[�S,O_N♦ 2» a 1 1'0 0." to - 0.51 13/4 ^ - - - a43 16 D' a - - - - 6 °10 sd 3 - - - - t t z' 0.36 ° 7 - - ° 4 ^ - - - FLORIDA DUiiAiNG CODE-(NOT High WoCity Har/kan6 Ione T!>;(jTAi,, 0;013 WWW METAL SUPPLY.INC. BE11THA HVTu 101' C Accordon Shutter system A:SrSA. K WX III Tt ORM 0 N.Y:INDOW BIDE k N.v BLADE it- TILLIT TESTING s ENGINEERING COMPANY American Shutter Systems DAIt ORMat On My .p: STATEOF � a2ss xtr aai.s1.w a9a vrsoKA cxm6$r+aa2.1 a1 Aesoctatt0n, Inc. 1 ae 11-114 a/17/17 WE 04/13 15 Phmi.(305)871-1630.Fa::(307)871-1331 4268 Westroods Orive : West Palm Reach, FL 33407 3 DRAWING ��� ,W.1ER X 71119 V.PS. 4 15-084 P.E. SFtrA)DtiMLY��2Ej1)ATE 1 "Ale t 44,07 s SHEET • t�>W� Aro COMMD�i .Or USE mg BEatra womma IN UNISON 111111 UZ-VIINDOW 81, A 0 167 -7 Y Y Y J' 1.MAX.Asa,Dem prim"Ram otos-110 aa5 2 UA1I.SHUTIFR SPAR Be+ X AUCWM NOtWNG&A,0.0 111 H OB SNHEM e.7.AS WELL AS N011RNGS IL o T.U A W ON SHCCM 18 a 166 }.,.ON.Y CflRfR141'I� IpDI W OR ARE AWOA'FD WRH @I.G)a 4 (OdD�OOt�M SfA MY AT WONOR AMOS SIDE OF ""'n o W Hr a1NooW EA�y7�3�11N.1 OILY 40 A N"M ar S OPDOIIOS TV.FA EFtD • • • • (b"A tHDLLR)FDR PER e1ME AT SPNlNS SHOWN ON SHELF 27. UAY.5 WINDOWS • s • (a)to CIF/tt0CE F%TOP OR BOrM OW MY WINDOW MADEQ AL08ED AT!iV tk OF AAF SY HMAE POR SHALL BE t2: NANOUY BIrV)E® (6 l/�Q BLADE COWS OUr FROM MAP, At ENDS UAY DE W• • (d)tAl,ADS: 81AOE 1AbT BE USM ATUMIE M A SOLD EN MADEQ ti{�U#IWtf SftUiTFA'9 M'dill (ES' S1NU.ALWAYS BE WDLIS?AD=Dlr TO A SOLID IN s • ..,i A7 FJOFat SLOE Of 7HEP.' .. {{}t}}POLVameo n IFr WMDgY®DOLL SE WSTALED SO TABS FACE SEE END tt INIMOR OF'THE OPO"BU Mi PrSW D.NY MNDDW Kot IMYF BE SEE EN HON • • e . �Y I SPUM AND LW=USNO A HN$En—TOOL P dY ASSk DETPAS 5 11 7YPTT j s'r A SEE MOM WYME SSE FOR IRME ARXIM MO-WOAD FRA E FULL HEFOIIT. � RUADINGS ON SHFEF•to ID AS LIMED BY SPAY AAS.O DESM,N LOAD(SEE t HIM 1 e:2 ABOVEN S3$ 7.SEE AN SWING SOHEDUE FOR NSUUAIIONS NFD PORED S" CONCRETE OR CCNCREM MINX WALL ON_pI.13 d 0 AS UMM BY SPAN AND ASA.DESIBH LOAD(SEE WM i k.2 MIMI). 6 LMUNt SEPARATION 70 CLASS SDHECUE PW AM E-IN& iYP TO ABO REaUNFNE7H15) W a�tte�6 WIND 20NEUNIIIAA•SEPARA710N FO GIIAS5 D H . N�0 1 7NRAI J 1+ ELEVAMN. E7MNd f;>ASS D IAS N2 Std t212 D 9AOEm M & ' • -.,- AN) s1EA 2e FOR 1#HL4(Qdt - - S 1 \ t i I CFNSERIitBES�"'` ✓ � NnsOe a{ N�OFE�A1WE) `~ELM t\ I7PIEAL 6) HV BLADE WORKING AN UNISON WITH HV W{ QM BLADE, SHUTTER* � �--.-- N.T.S. FLORIDA DUIL DING CODE on Lh h Velocity Hurricane ID a `<<ttitt1lN.TilFrurr,, 0 2015 EVERN UEM SUPPLY.INC. .,.•����� t� w—"------ BERTHA HVTm A■S.S.A. Accordion Shuter S s tm I.V. ,x as 1/0 0.,Laapw mAOE ac U.eumE Amedcon Shutter Systems TIUJT TSSELNG de ENGINEERING COMPANY Aeeactaiton, Inc. 1 OLD 11-114 04/13/13awF 04 1%15 �..L F AA,� am V4 St.30%N N.1�.seN. RU7M ON7DM n0VA 37I NNwn•:(sDa)a7mtttai lent-Isar Weat 4268olm Beach, Drive a fl. 33407 a ORAYNNCF No .... .•��.� Ea-BDDe7tB 15-084 ��i•tC �' � vALTEn A nuts.Ir.RE 4 •ss%""' nUMA Ua/uta? 5 SHEET P.E. SEAL t /DATE a 28 PF 28 ti - -