Loading...
HomeMy WebLinkAboutProduct Approval (2) lorida BuAing Code Online hops:/hvv6°w t1ondabnlIdIng.orblpr/Pr aPp TLaspx'param=vvc rb va-•- '. T r• E S , BM Home Log In user Reglstratbn Hot Top16 SUMM Surcharge Stats h Fads pmbrhahhs Canted Us BMS3e Map IDtts Search r i iGura us�`nphuserct Approval prodt'qbp9LaW-_€9.V>Pr9_4si or r&at1on Seh�ch>ARIAM—Nn Us >ApPECaUMP DOW1 z FL 0 FL389-119 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@eastemmetal.com Authorrzed Signature Bill Feeley iradriguez@eastemmetal.cwm Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 the Evaluation Walter A..Titlit,Jr.P.E. Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. VaBdailbik CiteMst-HaniMpy Retzived Certificate of Independence EL389 R9 COI AAtERi4AN S1iQ R�YSTF 1 ASSOC..INC. DRAWING _17-_07 CERTIFICATE O INOEPENOENCEDF EL?89&9.SQI�QME�RICAN SHL=1Z YSTEMMS ASSQC.INC. DRAWING 17-106 C5R 7FlCAT19Qy OF INDEPENDENCE(},),PDF F�.369 R4 CQIAFiERI AN jQaE .5YYS—TEMS—P-R WI i3_,_D �ERREICATE OF )NDEPEP1DEiE.PDF Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1536 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Copy r,4 ile Product Approval Method Method 1 Option D 1 of 2 7/9/2018,4:09 PM 'lorida Building Code Online https://www.floridabuilding.oig[pr/pr app dtLaspx?pamm=wGF-VX... Date Submitted 09/18/2017 Date Validated 10/18/2017 Date Pending FBC Approval 10/19/2017 Date Approved 12/12/2017 FL V bitch'.Elsuraw W M,.Re -- 389.1 Bertha HV Accordion Shutter-Blade 3-(than- Ehdruded atummum Intaroddog blades tetabied by 1,; (top and bottom)for { HVHZ)-Drwg 17-108 storm prion units of use InstallMon nrsbuctIons e Approved for use In HVHY:No FL389 R9?7 AM�i�l�►Z�HJ1J�€r1 ��15 DAAW��I�Zt �gF}IA HV Approved for use outside HVIM,Yes LUM-101`4 5fly—rrEAMMEAM Impact Resistaub Yes V&Zed By:Amalc-dn Tem lab of South fiGfkla Inc. Design Pressure:N/A Created by IndemdertThtrd POtiyr_Yes Others Large Missile Level"D".Max span Is 1 -3"for 40 psf positive ASD load 'Eaalrtatlon Reports and 13-0-for 35 psf negative ASD load the Mia blade w)o wfidow blade,5 Y E 3�$9 SYSTEMS DRAmmE 17-i_[Z$ PRODUCT i for 110 psf ASD load for HV3 blade w/o window blade and 8-Ll'for 62 psf, E AWAUQRARMME for 55 psf HV3 blade w/window blade working toun►son.Max.span for HV3 Created by Independent Third-Party:Iles blade w/o window blade for Installations into Eletal Stud walls Is 79"for max. ASD pressure rating of+72,-72 and 84'for+64,-64 psf.See shed 5 for other spans and ASD pressures. _.. .........._., ..... ......_.__.. ..__ ._. -...... ............. ..... ..... _............ _.........._.......... ........_._....._.__,....._.._... 389.2 Bertha HV Accordion Shutter-Blade i Only- l5druded aluminum Interlocking blades retained by backs(top surd bottom)for _. ...:(Non-HVHZ)-Drwg 17-107 storm protection undts of use Instatfaft'n instructloas Approved for use In HVHZ:No FL399 R9 11 AMERICAN$tUMR SYSTEM ASSqCINC DRAtYIN6 17-107 i Approved for use outside HVH2:Yes BERTHA HV ACCQ QR •ION SHUMB Sy m,pDF Impact Resi&Lank Yes VaWed By:Amerman Test Lab ofSouth Florida Rm I Design pressure:WA Created by Independent Third party:Yes lJttser:Large missile la-d*D".Max.Span is 16'-ii'for 30 p sf nega^ff a ASD iE`vatais'•l ns IWr.?U load depending on centermates and locking rod ootdiguraton forthe HV1 blade, FL389 R9 AE AM ERI AN SHUM SYMM ASSOC..IjVC. DRAWING 17-]Q� *-!)"for for+64,-72 p.s.f.A.S.D.load for HV blade for tieysbMe mountings 7•-D' PROM). R p01 RIP F 1 p.s is for metals stud mountings and V-0"for 110 p.s.f.for HVIAwortdng in Created by Independent Third i'artlr:Yes unison.See sheets 7,11 and 20 respectively of InstaBauon drawings for ether spans and pressures. 389.3 Bertha HV Accordion Shutter-COmBD-(Non- Extruded aluminum inteloddng blades retained by tracks(imp and bottom)for i HVHZ)-Drwg 17-106 storm protection I.inuts of use 2tsstslfz�an 1 Approved for use In HVHZ:No EL242-99 II MEMO SHUTTER SYSTEMS ASSOC..INC. DR9WAr 17-10� Approved for use outside Hutto Yes 0f,E -Wfik LA=Qgp19�t SNUTFER 5(5T.PDF i�d AeAstar Y:Yes Vertiad By.American Test Lab of South Fioddg Inc Design Pressures N/A Crested by Independent'itdrd Natty:Yes Others Large missile.Max.16'-0"span at 30 p s f ASD toad for Blade 1 and D_vaduatfon Ragouts 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 respectively F4389 R9 RE�MERICAN SHUTTER SY 61S ASSOC R .7.7_klZ—ERQDWI Ma U�17T_CZRVPQRR RPF Created by Independent Thad PaKY' _..- -...._.......__ .._..._._.._ ...__...... .Yrs Mmct 26113 9 A45tmm aaaa.7aR.M�ag 3sa° g�o ae�-,a�a TrrestaUaarrrhmnrsanARl�namc�vlit�rvar tzao�2m3.sraiemra;:: :. Redod Under nurd3l3w,enmaddsmahaPwftmmds-vj-audoaa%vmtV e-ahz9. ,sr mhe�nt>�map ID'=M*Wsrdo=toadeL V:dCzm!mMc=yBste�aor tunof mby pinnaarbytradlbnalmatIIyoufmrearty .F�mrRart850A9 ANS.'*Rnsv *to SOMM0455.2T541),PeM&Sh=2%-MMU.Ode=1.2012.6'—iv sdmdor]eAi55,F.5-must prevlda the MWrh ant wrdlan emaladdm3rum tmva mr-Mvema3s vvvft2!d mapvtthfhe rrerara,l tvavtzmraradmass are InAMfunra lfyt¢do mt wbhW uwtj a personal eddmw,08M PWVZeUm IIepatUROA,avhaoemadaMA'as wiahmh be made a�t o bla puM To detamba gym are a Enasm ode•Cwpwr455,f3.0zMdtk tom.. fto AppmvalftmM��;� n i9 4`"E-1 Gredfl Carta Safe of 2 7/9/2018,4:09 PM i i I GENERAL NOTES: L VERMA A.V.RCCONDIOk SHUTTER SYSEEM SHOWN ON iil5 PRODUL4 EVALtNTON DOCUMENT tP£D.)FEAT BEEN VE1SF]ED f04 COLLRUVRCE H AGCOROMCE WITH T11E 2417{su EDmON)CO THE fLDRMA BUILDING COpE M5 FCCOWOION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT OOH VEOCIIY 11UTI CAW ZONES. DESIGN"M MARS SMALL BE DEIODIMED AS PER SECTION 1620 OF THE ABOY UENTONED COOS.FOR A 9ASIC WAD SPEED RECUSED BY THE AEU50.200N WHERE SNUTTER WILL TABLE OF QONTENiS BE MSIALLED MIN A OFSCiWW1BY FACTOR K4-0.85.USING ASC'7-VO AND SHALL NOT EXCEM THE MAXUUM,(ASD)DESIGN PRESSUREGT RATINGS INOIED ON SHEETS 11 THRU 15.19&M. IN ORDER le ENF,THE ABOVE CONDRIDN.MLWNA E DE9GN MND LOAN OEIO M"Yes"PER ASCE 7-10 S-BE FIRST REDUCED t0 ASD.DESIGN NAND LOADS AREA T: HM/ n $(17 BY MULYRLYM THEY BY¢8 N ORDERR)COMPARE THESE W/MAZE(&S.0)DESIGN PRESSURE RATINGS INMGTCD ON SHEETS If THRU 15.18&20, GENERAL NOR$ SHEET i IN ORDER TD V MY,THAT COMPONENTS AHD ANCHCHS,Be(HIS P.E.O.,AS Tesim,HERE NET WEST"RE55FD.A 33 R MIDEAST M ALLOBAIRE STRESS FOR WHO LOUIS WAS NOL USED IN THEN SYSTEM COMPONENTS 1-20 SHEET 2 AMY=EWWEVER,A WIND OURATTON FACTOR Ce-L60 WAS USED FOR VERVIARON OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SLIM 3 BERTHA H.V.ACCORDION SHOTTER SYSTEMS ADEQUACY FOR WIND AND LARCE MISSILE IMPACT LOAD HAS BEEN VERSED IN ALSOROANCE WITH SECTION 1609.1.2 M RHE/HOVE MEMONID COOS AS PER ATL REPORTS: TYP1CAi.WIM ASSEMBLY 38-44 SHEET 4 TYPICAL EWNVOI4 BLADE I,WIN'OON DETAIL s� -MN BLADE O' 10214.01-03./0715.01-03,11004.OT-O5,#1214,01-05,103».02-06.JOSMOI-10 AND jWHM1-11 AS PER TAS-201.TAS-202 AIA TAS-MI PROfOCUS AND ASMI E-1886 �7EA,tl'; HY B nR r\I,y3.N0 HI(WINDOW 8Ln0E A AND E-1996.STANDARDS(LOSSI E LElEI.0.WIND ZONES I,2&3)&11220.01-10 AS PER TAS 291,203&203 PROTOCOLS LARGE N1SSM (WHERE'APPL)CAHL� -HV WINDOW BLADE 0 105MOI-08 AS PER ASM C-1886 ATA E-1996(MISSRE LEVEL U.W±ND BINES 1,2,3)BASC PROTECIION ONLY AND I 0 SDI-68 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOES ON LOCKS SHEET 5 2 HV BLADE 1 MO OF!WMWW BLADE INSTAISAMM DEALS A-F.CONCRETE(BLOCK SHEET 8 Q ® ARE ENGINEERED M WORN IN UNISON WITH EACH OTHER UNDER ME GENERAL UNRABONS AND CONDINONS OF USE IMO A=ON SHEET R,9 INSTALLATION OETALS 9-AL1,CONCRCTE/SLOCN SHEET 7 3.KERMA N.V.ACCORIXON PLUS G1V SCAM').USED AT EASES IKNUCIOE ANO FOR OIM0.Cf MOUES CDNNECTON TO iRAO(5 SKIN.ESE Ii4A275'AMA#14At.75'RESPECINELY,4iO-FR i@AM4L SERfES CENTERMATE DETAILS Oft' SHEET 8 STM3tE55 STEEL SEWS WITH t35.0 kei HED SRUORCTH AND 180 W TENSILE SSRFXOTN.PO4 SHALL BE COATED Y4M BTRIMA MV RACAR046OD CGiMG SYStELI M MAWFACNREp BY APPROVED CENTERMATE ALTERNATING DEARS HV SHEET 9 jCOATING MPlRAT015.REi51E'RED WMR,MONDAY SORTERSYSTEMS ASSOCIAWON I'M MOIST BEM ME FY uMWG KON TATA HEAD. 4.AL ALUMINUM ESRUSCM SHALL.BE ALUOBNDM ASSOCARION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.UARIUM YED StEO'NCM FOR 6063-TES ALLOY IS X0 AOM AND 317 Aa FOR END CORRECTION DETAILS I-S,CCRCFE7E/BLQCK SHEET TO 6005-1ES ALLCT, MAXIMUM SPAN TAKES SHEET 11 ANCHOR SCHEDULE-CONCRETE&SLOa( SHEET t2 S.AUL SCREWS 10 BE W FLORIDASTEM,M OR 318 A'4 2411 t>R CORROSION NESSTAM COATED CARBON STEEL AS PER OM 50478 WRN SD AaO MAA Y1c^4 STRL'IBM AND 40 Tei i1Ht.TENSILE SMEiGM, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND swat,COMPLY W(ROW1RRTARFG CODE SEC1iON 24Ii.33.f' - ANCHOR SCHEDULE-CONCRETE&STOCK SHEET 14 6.BOLTS t0 BE ASTM A-307 MVANTZED STEEL,OR NSI 30A OR 316 SORES STAINLESS STEL WRN A W;MINIMUM HELD STRsMM ANCHOR SCHEDULE-WOOD SHEET is 7.SEE THE FOLIIIKWG SKEES FOR ANCHOR SPECIFICATIONS;H4 WADE(D 02.13.14,15 AND 20 NSTALIATIGN DETAILS M-R,VM00 SHEET IB NV MADE b&a YtQMNC M UNTSON:iZ.13&I5 AWAt1ATION DETAILS S-X.WOOD SKEET 17 N,THIS BERIM AV,ACCORDION SHUTTER SYSTEM BEARS A US PATENT 16'7V9,5NL COMPONENTS OF THIS APPROVAL ARE COVERED.IN'!HOLE OR LY PART BY LS PATENT 15'458,179 ISSUEO TO EASTENN END CONNECTION OETNLS 7-12&X.YA00 SHEET IB T IDEAL SUPPLY.INC. ' 9.IT SHALL BE THE RESPDN UYT 0R,ME COYIMCOOR TO VERIFY ME SOUNDNESS OF THE SMUCRME DRUME SHUTTER S TO BE ATTACHED TO INSURE PROPEN MOORAGE CONT ACTOR TO SELL/GWt AREA S; HV WINDOW BLADE PA ONLY AL SHUTTER COMPONENT EDGES WHICH RELVN,THRU FASIEMNG IN CONTINUOUS MWACT WON THE BUIDTNC TO PREVENT IANC/RAN INTRUSION. TYRCk SHUTTER ELEVATION SKEE'19 10.EACH UNIT MUST BEAR PERMAHEM LABS NI A V1 4U PIACI'WITH IMMMNG NOTE:UUNDRC PERIODS OF HUNRONNE WANNMGS NDWc OYMEN.TENANT,OR OMENS.VUST PROPERLY LOSE ALL.HV AND HO CENTEAWTES AND ENGAGE OR LOOK ALL FIV AND M LOCKS. ARE»4; HV WINDOW BLADE in ON Y it.SHUTTER WMMFACRIRER'S VSEL SHALL BE tCixMD ON A pFAORY Yh1BLE LOCATION AT ACCORDION SHUTTER M ACCOROAYDE Wmt SECTION 1709.9.1 OF FLDRUM SUADING CODE ONE VSEL SHALL BE INSTALLATION cin L.METAL SMD WALLS SHEET 20 PLACED MR EVERY'OPENING LA6EENG TO WUPLY WITH SECTION 1709.92 OF ME FLORIDA BIeLDMG ONE 12.SERBIA H.V.ACCORMON SHUnER SYSTEM'S MIALLYTION HULL COMPLY WIN SECS M>YCAIM IN THIS URA 5N PLUS AKY SUMN;AND ZOTYNG LL'ORATONS pTDWLC V BY THE JURRDICSKNt WtiENE PERMID S APPLIED TO. 13.(o)TOS RED.PREPARED BY THIS ENGINEER S GENERIC AND DOES NOT PROMDE INFORoITION FOR A SITE SPECIFIC PROlECD M. WHERE ME SIDE CONDIMIS DUMTE MUM THE P.EB. i (b)CONTRACTOR TO SE RESPONSIBLE FOR ME.SELFODO,PURCHASE AND WSTAl.ATIM MCjoMa LIFE SAFE,OF INTI PROWCI',BASED ON THIS P.M.PRPAOEO HE/SHE DUES TAH EEWTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON MIS OOCIAHEM.CONSTRVCign SAFETY AT SIDE S THE CONTRACTOR'S RESFO"&ijFY, THIS D AWINGPERMITS IN THE STATE OF FLORIDA (G)THIS P.E.O.WILL BE CONSIDERED INVAA P ALTERED BY ANY UGNS (d)SIDE SFECLFC PROMECLS SHALL RE PREPARED BY A FLOSIOA ROASMERED ENGN£ER OR MCOTM WT9LH WILL,BECOME B£ENGINEER OF RECORD(CO.A)FOR THE PROACI AND YNA WILL BE TESL.LINE MR THE PROPER USE OF LADE RED.ENOINOA OF RECORD.ACTINO M A CELOWED[MMEER TO ME P.ED,ENGINEER SHALL 6UBHIT Le OoS LATTER,THE SITE SPECIFIC OPAWNGS FOR REVIO'!. (e)ORIGMAL P.EM SH 41 BEM THE GATE ANO CRIK9 SEK AHO MNATURE OF THE PROFESSIONAL ENGINEER OF RECOOM THAT PREPARED R. FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone ��) Tii 4 lj'y, OMIT "ECO.oC. 02017 EASTERN META SUPPLY.NL. 107' BIERTHA HV �'�'/''.'► �� �+ Accordion Shutter System - '9 •' T EI \.O lnc. A�S.S.A }iv.MAM yT W/OR W/a xv.YA=P a,IDE ,�ljllx American ShuHer Systems A IwE , Lc T -66�Ajj�EO TILlIT lE5TING&ENGINEERMO COMPANY T t ,,,,- Association, Ina 1 OLD 15-M 7(p 1 OAT: 07.Y'27117 sL.a-.3A3.rwav nASDAc NHAxA v1 rJ�,=--T - ��K--,ftA-LA PA•.,.:(.ros)Bi1-1536.Fe.:t3os)67e-1 STs 4268 We9troods Drive 2 ORA'MNG No ....... SAA` •X119 cm. West P.I.8-ch. FL 33407 3 t7 i SS�4NA1Fj11 WA ER L mu U.P.E. A ^��1SHEET P.E.~�£At�5TEt4A'f'URE/DA7E FLDROA Gx.1.4167 5 6 t F 20 cmc mmaw au¢¢, � E i a `. al• i � (DHV SOLID BLADE 0HV 9f80• STARTER 3�HY UNIVERS L FLOATER "�` COVERED UNDER US PATENT><5458179 QUALIFIED FOR USE V!/ �-.. QUALIFIED FOR USE W/FN BUDEG HV BUDEG HV WINDOW BLADE• 6005-T5 ALLOY ANO TEUPER QUAUFlEp FOR US£W N 6063-T6 ALLOT AND TEMPER -SEE UWRATIONS OF USE OF BLADE✓�ON SHEET 18 BLADE(t} _ 6063-76 ALLOT AND TEMPER 8' 1.`�ll.' 6063-i6 ALLOY ANO T£MPUI I1, ow 4 .BTO" 1656• ^I 991" T sTo•_3?38'---{g "I ----------;-- on 012 �4. 6 0072• —-- — 9 x ADJ. ADAPTER W/LIP 1 n' ST b• QUALIFIED FOR Hv {$•t}{V WALK—OV$ TRACK -tsm— i �, 11: ADJ, FLOOR TRACK 696 ALLOY AND TEMPE OUALFlED FOR UT.E W/HV l 9 SHV TRENCH TRACK QUAL➢TED FO W t!V DIADE1,1,' "OtlA11FIED FOR VSE wf ttV / 6063-r6 ALLOT AAD i£uPEa t3tADE©t ONLY. t10 HV RAIj�t1ARD E•J 6063-Tb ALLOY An•➢TEMPER pUAUFlED FOR U E W HV -F6 Aum AND TEMP MMEEs QS / BLADE t i 9lT y,P•, wI8E5 t9I8' 6063-T6 ALLOY A D TEMPER .12 i I .D e• -d e< i '676 I 00 'a i 1429' ' + . 11`•HV CE41N• ucenca -.1� HV HEADER/ LLL +sA��' �/---'—jG HEAD-"' QuuJwEo FOR USE wJ Hv DtADE i IaNL ibi HD CEILING PLEADER/SILL QVA2IFIED FOR USE 1Vf}1V e1AdTE�;ONLY 6063-T8 ALLO AN0 TEMPER" QUALIFIED FOR USE W/NY 6tAOE(1} (f 4i HD WALL HEnDERISII L SEE SECTIONS FOR VALIDI!Y-' SEE SECnONs FOR VALIDITY. "�QUAUFlED FOR USE W/HV 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER BII+OEU ONLY. T' 6063-T6 ALLOY AND TEMPER � 1 Cd/YJNENf q R TI R ' A61%MNYALYt •� I % Y l l .J T x• A.txS ru 2 svq%.9.tss jaTsz A)SIDE_ ANGLES % OTw_tFiEO FOR USE IV,/Hv ALUMINQA{ ANGLES a zz r,.Ax.(0.f99•:9.190' ' CORDER POSTS I i QUAUFlED FOR USE W/HV BLAOEw QUALIFIED F96USE w/HV BIAL`E(Ct ' 6063-i8 ALLOY ANO TEJJPER BLADE f,Ij ONLY. 2' 3-4AlL�4139"�9.i1t- 5063-T6 ALLOT AND TEMPER ' 6083-1 S ALLOT AND TEMPER 1 i�rEE.....-� FLORIDA BUILDING CODE Non High Veimity Hurricone Zone A.tyi i*11 Z1, a20"1itTEab•MC, 02017 EASTERN METAL SUPPLY,MC. j S S A Accordion Shutter S stem i �1 L E C O ENC. A■ ■ ■ ■ KV.RACE#t W/OR W/O KV.YAHXNI 7 �•'pj/ American Shutter Systeme MLR TFSTINC&ENGINEERING COMPANY BEscxIPn9N oATc w2urJ e,! La. �TE Q JSu N,..,,u,,a.su,xa,,•w,aaA awnnc Wawa.1716 Association, Inc. 1 F ts-085 T 7/t nle ➢T/2T/n �:Oyr'! Pe_ts1';}67c-Isac.F•.:tmlan_tsn 4268 wesEroads Drive x �" •Oflio ;••'4,Tti •- � •^'•' WeSt P.I. B.-h.FL 33407 1 DRAWING No /0t1�\�tpl wulER A,un J..P.c < 17-1@7 P.E.'SE97i/I�E/DATE rzoMOA c2/s11aT a SH 2ET OF ZO 1 .las• , 7a6• .z x93• � /•'-m" /.•-m a'- iw� nwoav l SSM,t. � 6YU"Wx(epp IIRF>4D CNT / y�l I j Vv 84fa P MfiR Z-� ( a 116]' cl �..��� d Ia06. 6{3 i sal r TI ' -6RA CIIdOCn rB9A5 MPTP. a Ml I ,n ,I �(agoxe Lees¢Ptvml { 21i HV CENTERMATE `P�, ''*_'• j QUALIFIED FOR USE-VI/NV BLADES -ONLY - IHY FLOATING CENTER ATEa ''sx� ' 'OK �' HV EGRESS LOCK j 6063-T6 ALLOY AND TEMPERQ,AOFTED FOR USE Wf HV BLADE 1 &'�fu ONLY ���---yyy 5y OD- yNLi QUA UFTED�F�OR USE VV/HV QUALIFIED FOR USE W/w 6063-T6 ALLOY AND TEMPER E (•• BtADE 4l h ONLY. BLADE�& ONLY 1 O DIED FOR USE W/RV BLADE 11 ONLY - .OD. 4 Z'4--1 6063-76 ALLOY AND TEMPER j { } 1^ a.D16' .32" L SC ^ 1 my > m y 00 6 S RLx G FI[R RIYF N' ! n 1/4"9-20 x 3/4BEFORE" S.S. THUMBSCREW 1/4"A-20 RIV IN 1T• k J'b' so- -1' d '} • saw>w,n:.w rmxa-n Alcy,ARG6 ruN2 Itw I :>• I 1 .' --� ! sN6_l Nur6DN.PND A—.A6 w vvrcnwm fiY An PIIII iRoivT EILvn AR "T" LOCK CIENTERMATE1 +666• ! '" = v m'mmvcPr.+Y,wa stux amza w haw. �O.QKER FOR "T" SOCK CEbTERMATE QUALIFIED FOR USE W/HY BLAUE 1 oNLv HV FEMALE "T" LOCK GENTERMATE dV "T" LOCK HV ALTERNATIVE LOCK j fi063-T6 ALLOY AND TEMPER QUAUFIEp FOR USE 4(W1FRU F USE VI/tiV QUALFIED FOR USE Y1J!(V BLAOE�•_,,•'ONLY QUALIFIED 6063-TO USE Atli,/'/AHV LAM ONLY tY/HY BLADE',i,ONLY. Ri ADEci ONLY. 60'63-T6 ALLOT AND TEMPER 011RAER OR D C 0 0 I G 0 HD CENTERMATE W/ l_,,,,�.On�K1NG R00 �ee rt0 j , as•M6., ^QUALIFIED FOR USE W/HV BLADE 1 & A. QUALIFIED FOR USE W/HV pLADE•_I.dc�1 '�I n 6063-T6 ALLOT AND TEMPER 6063-T6 ALAT AND TEMPER Lia' CEMTERM"�-Y_ ` YAAR6,,z'NUL QU Ep FOR USE Y%w BLADE t;8�Q $ /a' -M Ss eR W-1 ! 1.1 6063-T6 ALLOT NO TEMPEfl i y,�.l4S I ttJ2' i 1NUOn,RY Ion 1a,6' ;till—he;S vnlr. C1TAtDG LOCKING ROD 8'RECENT N }!D LOCK QUALIFIED FOR USE W FTp�DE'.:` J („7 HV 1/4" 0-20 AISI 304 MO^uAC VLt'•nSE LOCKS SERO 2]33 HOOK£GLr LOCK.ALLOY AND O TElapEfl 1'IV 3�6"e-16 ACETAL �5 INSTALULTION.1 REQUIRE A 7/16 riot£ THUM SC@ REWS • • UM8 C OUAUF)E0 FOR USE W/MJ BLADECD&CA:i L DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR w IN BLADE: QUALIFIED FOR USE WJ HV BLADE y) FLORIDA BUILDING CODE(Hon High Velocity Hurricone Zone t 1 1T A.Ti< Sn0 l OLTEtO,WG 422017 EASTERN META SUPPLY.W0, 1t1,+PtiLti t(Z 6 ••... �+ �+ ERT re - A■�7■�7■Q■ Accdrdion Shutter System IL ECOtNO. Y . ALV.BLADE#1 W/OR W/o KV.iiitl70W RALE UUJT TESTING 6 ENMNEAmerican Shutter ERINO COMPANY Systems 6Lzcsmnox s.,t6 APAaW 6r: Le 3• STA a3u n,c '•A-5ta�•M6mM umaa rtaraa a3u Macclaflon, Inc. , OLD 15-086 /z1/1 Yate 07/27/17 OF—•�?a^1 Pmm�:tw e}6»-lim.r6,:t2a•,}en-ts3, 4258 Westroods 06- = =: �f;•.`ZDg1D�`•'`y4 �` ;,� a�" West Polm Beoch, FL 33407 a DRAVANG No I�s�••�••{•ay•• •`1{I vALrtR t4LR w.P.E a 17^107 E P.E.tF.Ata(S25MA RE'f OAT; ,:c F w18r a SHEET QFT20 SHUTTER ASSEMBLY SCHEDULE FOR HV IM1 HV Q1Aal 12•M. .1 os2r Q HV BLADE i - 'ti"J ,08LNE n -1875'( —i � ® HV BLADE 1AON °IV Wm RIME Ow A620• tl � 4625 0&x5• HV LONG RECESSED NYLON BUSHING Nn oaES n 'e cPOtm te ' Y �4 39 g0 fT]P) i ...a5:5- . MJ SHORT RECESSED NYLON 13USHRNG o'2 �J-'•.I I ,• v HV NYLON HAT WASHER J+(DOR® ;2� N i s/ 17�- I 1 ! MT Pl11YI'AN R1.] Ip HV WHEEL CARRIAGE A1SI 302-303 SERIES I N ! X 0.070 x3/15'THICK NYLON WHEEL. I I ' v d 'vl 2 J/R•4BL� !fv tStVpOc i 0,188.0 ASI 302 SERIES S.S.RIVETS I 3,8.0 - SEPI�, P3. - o0• i s3.75 emlow' ----I -Oa3S--,0@x4 l'.SI HV 1 3/4'ACCORDION PIN IN/pa HEAD" EXTERIOR ,{�J'�p� L-1 oP x s sp• I HV 2 3/4•ACCORDION PLN Wf 98 HEAD isI" /4 - 'o' 376• o za/s -� ,Ymttntg*.yt ® PCLYCARBONATE IMPACT RESISTANT HV—DOW I ''• 1 ;TYPICAL HV WINDOW BLADE {! AND j y _,�;^� ! j POLYCARHQNATE HV W MAIL AIL �J _•((sE NOTE FOR pEORIRENENTS) ! ! ' (DOR P LYCARBONAM IIAP T R ac]ANT HV wMLHIW I i 1 BAYER MAKROLON 3103 POLYCARBONATE RESINS,UV–STABILIZED GRADE OR SABIC XTERIOR SLADE KNUCKLE FOR To IM ae1MEecrr clCE art a INNOVATIVE PLASTIC LETtAN 103 RESIN # 1 - 70, s Asa fl OR 0 ! '— .t (SEE NOTE'F'ON SHEET 14). ! i a I (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM( KNUCKLES OF HV ACCORDION SYSTEM W/HVQ 0`N ! � i ! POLYCARBONATE SOURCES FOR HV®BLADE. - TY'tCjyl, SH UTTER ASSEMBLY 1 i EXTERIORY �a (2) HV PIN®MAY BE USED IN LIEU OF AND ONLY AT HN R RORAT c,umvs `ucmie�m EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/HV(D :osa, RuvE•s xNUc LE.-'•, Et�2N: BLADE WHEN CORRESPONDING TO INSTALLATION "I I', SHEET 7 /.'l_ (sEE NOrE•roa �.+c a+�+-r .sro cxsx me•r' c.0 w�• .pgg:M1 0 �J REouNEVEYn) x27f5�t: iYP E>�nsmtzw uv Oe„ uro P.: cern,,. (3) HV PIN!�r_v OR @ W/ 1/2"O.D. 1/15"THICK S.S.WASHER i', we uoora0 am c»o ,mcm P.: ,.u�Pu SHALL BE USED FOR DIRECT MOUNT lNSTAt LATION PER DETAIL X. SHEET a..e..,.,,s .nu mx a yr-v sr n-oi WsEE CARRIAGE DETAIL ASSEMBLY LAYOUTa >i.S.S. � s<v smmx .ar osr. ww r as•r ,rrwA snnxtn.mn .sn ex �a`.: ewP Pu. 0)HV BLADE SOLID & 4-A HV WINDOW BLADE DETAILS 1d.1':"Arcj�C�jTl"` FLORIDA BUILDING CODE(Ron High Velocity Hurricone Zone 1'VAS,:' \4+-1Y$ y✓n w G26"xv-,tC. 02017 OiSF N LM,SUPPLY,vt !. RHA V,.0 A..S.s.A. Accordion Shutter System KV.BLADE#1 W/OR WTD KY.VMWI L3ALE `• mVori;} •.e� LIT TESNNG TO. N ENDINEERMG COMPANY American Shaffer Systems oesenm w naA.x en ; Association, Ina tN ow 1s-oes arz: o7/z�/t7 • O,l,_.• l As!IaP:.4.,i •,,,N•>sa sc,w..Ne.NPme.wows RM✓H,,: g I f--.,—r;•-�v-1t— P+�+:{ap5)en_ts3a.r:(z5glsn_1s3= t P.I Westroads Drive x .8714° West Polm Beach, FL 33407 5 DRAWING No °,ALR°.. 17-107 P.E.SEAL/SIGNATURE/DATESHEET4 ° OF 20 i C ,{� • 0T 5 0 HV D FNTERMATES: i.MANDATORY OONDfRON#T:oNE mor LdG( u R VKL BE USED AT rt2 OF SHUTTER SPAM FOR ANY SPAN OR 12•/HOVE OR 41or�2YAT 9E USEtl/SAAN�fSBE OR OUTSIDEUP TD T OC A,wATW:NED TOD FOR OR�T ANY ElEVA110N,m LOCK 1 CA LAB/ CENTEMMTES w/tz)lf4•P-2a:1/2'LONG FLAT HEAD S.S-kLs.NOTATION of LOCK StW.i.BE As IttaMAim oN !�m� rYPIrAL sNaTTTER ELEv,Anaa 2 -O'DESIRED,FOR BETTER PERPO UtANCE OR FOR SECURITY PuRP%S.UP TO TWD m ® , Il OR MAY BE USED AS AN RODE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CFN�ERMATES 12�T OR sNALL BE As MAY ON NOTE(1)ABOVE LOG NON OF LOCKS SLAT BE AS INDICATED ON TYPICAL SINTER ElEVATIDN. j ! 7. I 1 JF2.jS... {,tj jt,IG$Sb LOCMG RODS. ARE NOT REQUIRED AT JURRMANE POSITION,BUT MAY i CA S 51� �' 28++25 BE USEb tF 0ESIRE:O TO EN CE SHUTTER PERM NANCE.LOCKING RODS i(�OR AN ALTERNATIVE DEVICE Ilif ' MAY ALSO BE USED AT STACKING POSITION(NON AAH��URRICANE POSITION). A LANDAIORY CO—.T A i2. A m LOCK Q�gg(�E3 SHALL BE USED AT CORNER OUTSIDE FOR ANT SPAT/ AND asrAUAnQNs AT NRT EIEVADON.m LOCK RS �' SHALL BE USED AS AN OU1510E OR ONSIDE LICK. IS ATTACHED TO E1 CORNER CENTF,RWtTE W/(2)T/f 0-20 K i/2'tONO FLAT HEAD S.S.6LS.Two LOCKING RODS B IF 11AT TOP&e0 0M SFWLL BE USED.LOCATION OF LOCK SMALL BE AS INDICATED ON TYPIGU.SHUTTER ELEVAnON. 3 xEo- ■■ $ ��. UAKIMLIM SHUTTER SPAIN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. ApAg$p� 3 �aE 5. @8_833 -ONE ALTERNATE m LOCK AW BE US IN UEU OF m LOCK r 2*MR ANY SPAN PND u aa 9 Y'¢ INSi TIONS AT ANY ELEVATION. TE LOCK ANY BE USED AS AN NE oR OUTSIDE LOCK.ATTACHMENT Nro gc OF tfd'o-20x3f4'S.S.77TUMB5t32EW i0j ORAv�y,CENRERMIATES SNWtI.BE MADE W/1/f'16-20+3/4'ALUM. / I b 18 oga, RIVNIR AS SHOYN ON SECTION NYE,SHEET R OHE LUCK SMALL BE USED AT 1/2 Or SHUTTER SPAN OR TWO F/ 5�_OgE�, C C A LOCKS AT 1/3 OF SHUTTER SPAN j •S� H++OADIRYCONOIION FDR KEYSTONE MO INST ONE HV LOCK 0 or 8 or @ SHALL BE I ! USED AT 1/2 OP SHUTTER SPAN FOR ANY SPAN OR/2'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPAYS UP ! ! TO 96.AND FOR INSTALLATIONS AT ANY ELEVATION-m LOCK�or E, �MAY BE USED AS M INSIDE OR • N OUTSIDE LOCK ATTACHED TO @'or @ SrwMETRICAL CETJTERMATES W/(2)1/4'-20 z 1/2'LONG IAT HEAD S.S. SEE ENO= M.S.LOCATION OF LOCK SMALL BE AS INDICATED GN TYPrA SNUFFER EL£/ATtON.USE OF LOCKING RODS;D W/3,y CONNECF31 OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY, DETAILS OF SHEETS Na 4 FL,. " � d A ! OTES.ON HV"T" LOCKS AND CENTERMATES• j OF CORNER I.SECOND ALTERNATE m MANDATORY CONOfiON']YNm ONLY FOR m T t(KYr(j(j ANO CFN[ERMATFS A:0 CENTER;ATE ¢._:ONE ALTERNATE m T L.CCF(6d NAY DE OiSLdttEO IN UEU OF m NOOKSL OR 23 FOR ANT SPAN AND ' NS w�Na'�.f�iu BUcr.(�0•' "^" I sTA=.N AT ANY ELEVATION-ALTERNATE LOCK Y HE USED AS AN INSIOE M E LOCK.ATTACHMENT ! OF LOCK MCLUOES USINC Z01IRC LOCK •AS SHOWN ON SECTON HVG.SHEET 9.WHICH MUST BE t0•itS^'(t ,�u( }• 'c, ,1l GONNEGIEO.T4 CETtiFRiMiTs l AXD 'Wf a/4.4-M:1 i f2-tOxc ss.THREADED BOLT w/7/a'o x 3/32' WINGNUT OR.W/1/4--20rr SS.MS.INTO A 1/4'02 5/B1 RNNUT-LOGE MAY BE 967ALLED AT u'DSPAN OR 12' �,)•,7;•17i:o+{a)•;,7'.P�,�:� MAXIMUM ABOVE AND BELOW MIOSPAN.USE OF TWO LO=NC RODS iS TOP AND K90 TOM IS MANDATORY, j 85:,c-f-11.08-08'95 r'•ae1A .13.ti9a•D5:m-C.Cv 'NOTES ON HD LOCKS &�CETEgMATES: W LOCKS OR R MANY IO ST/J3A11O6 AT ANY USEDIE WY BE USED 0 OF 1 TYPICAL!._1)HY BLADE SHUTTER ELEVATION s�,� N T.S. AS AN INSIDE Oft OUi< LOCK.XTTACT1uEM Or HO L04t;Tfi TO 6 WI 3 88 r}fa'F.H.S.S.N.S..ANa ONCLUDES RVIODIiGEYENT ONSMLT As SMOYM ON SECRONs x10-NVB AND HDC-M/C.'SHEET 10.LOCK UAr BE INSTALLED AT NADSPAN OA 12'MANMdUM BELOW OR ACTIVE YN6PAN.USE OF LOCKING RODS;.g 4 COMPLETELY O'DONA illldddrrJANii��+i1 FLORIDA HUILII on High Velocity Hurricane Zone, � TtMN 1A T�•'� .201,RLIVOM wG. ®2017 EASTERN 14ETAL SUPPLY.WG. _, BERTHATM V a1 L A S S A Accordion Shutter System k ' EC . r r ■ KK BLADE pT W/OR W/0 HV-VNN CIN RIVE 9p•...•R' 2 _ �,� , „n 1B American Shutter Sstems RCOMPANY OaLs „ F _TLLa TESTING ENCINEEAssocfatict Inc. LD are DRAmv eY L 15-085 o7/2U1 aaE: m/27/17 A mmr:(Joi>8T1-1330.ror:(das7Bn-,ST: 4268 Ntestroode Drive A '• .-mw:ol.rua•.m�. West Paim Beach.FL 33407 T DRAWFNO No j 17-107 ONAL VL P.E.SFAt)S;iXlURE/DATE HasoA-t. 4 SN 5�OF 20 i • —CONCRETE ANCHORS POUM 0 cOwx CIE HIW-It I POURED (SEE sCNEOOEE ON _ CwiCREIE ` CONCRETE— swu 13) REQuIREO I/4'a-?f1a0/I'SS. RED RED '. ' rt.—. CONTMEO:N:rN t NACtONE SCitE115 AEOOSIFO 1 .,•._- w.CREIE AHrNtOR '! $ ! � , �, (AEE sCNEOI1lE Ow Y!f 1 \\ (SEE SCNEDUEE ON SHEET 13) 1 18 ,�t��Im.w�wc®aN saEr `"sxEEr u) NUTS o Iz•OL. a liucwxEscR/eiss. _ , I ue,. Hors i 1-Ir .250'ua.. _____ 13 w 5 " 13 oR 5�.EAy!+ 6 M SWARA ON i0 7 i0R te ' KS__ '-' S EOVLE ON SAM II) + vw.SFPNV.TMJN to C SS (SEE SC1rEExn.E Ch VIXT 1/ Es61wG ) —ER 't 5 AL HV WALL HEADER INSTALLATION !0 HV WALL HEADER INSTALLATION + KEYSTONE l ElOSnNai "IN,svpA lm TO Guns —^I xw.Sixvaa, (^ -"\. `--��(sm SCHEDmE ON SHEET II)— 1 rzti,s, i)OR:t-yh Lxsnnp_; � OA4(eE 1 L. EE F.EwxoN ro 4L�SS (SEE scrEOuvE ON sNEEr II) cl?55 m es rtn QeLA CLA tl � Ex6� I OPO0I45t ' ��.��LL 3 E PHCEkS TROs NEVI t t i/i'C-20131<�s.S.PIiIWPS —COnCREIE AVCnORs A wE SCP.EN9 MTN ..V._._:u_1, COnCREIE uaCHORS _nw, HEM iuCNWE sCFE,n J (sE<5CM0.4E Ox 9 FEET 13) il, r/4'-20 NUTS C 12'O.C. � 0 CCtaCREiE �aE ON C:/,/a'-20 Nn(S®12'O.C. ' 13) PCUR'_II CONCRETE_r4 OR WNCREIE 6EO.R OR CWMt—E NAu REwmEn9 _ _ ` w D; NV WALL LL IN3�LAIIN (C YM E ON (_)HV WALL SILL INSTALLATION woNwS eEOCH ! + H V WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1-SEE SyEEf 4 FOx TYPIGL SNulTEft ♦G 0.�ELGE O�STAt� ASSELeET .� (SEE .SEE`ulvTnTCN9aFusT:mR :D HV BLADE I-N01?mNa SE[nwrs Cin$COwEa11FD SPEarWONs ON sHFEf is, ERME�'OV SHEEP 19 W AN7 WIY ro SUR A'n' TON. J Nr �� SIT'- ti A FLORIDA BUILDING CODE Han High Velocity Hurricane Zane' `Ei�" GIGENSg��J^}'+-� 02012 WEco.wc. ®2m2 EAsn3s+vEra suPP4v.ova. I .¢ ASSA ��� 713 Accordion/b KV Wr System tNc. ■ w r w EEv txAce p1 w/at w/o N.v.wlrooH OIADE � CA, fT American Shutter Sysfetns. ocseuimax a1c aiwm an e.c 'Q•. 711.t)T TESTING&ENGMEERINC COMPANY ?, �'•.,•C �, W N ,e,.si,,�..4m,vwmi cwcTa naRn.,S1 Association, Inc. 1 11 15-ass T/27/I ware OT/27/17 OR)1) 'aro (w51a7l-15w.r«.: 4 (ws)eTl-1a1 2681Yestroads Drive 2 �37pNA z1 �' West P.I.Heac,FI 33407 a DRAWING NO 17-107 P.E+,S, c nmcA u�.f Ji,st s SHEET { EAl.jSIGNATURE/DAT,. n 8 OF 20 i� I ! POURED CpNAitTE ANCHORS va Q. • ! �% , CONCRETE \(SEE SCHEDULE DN SHEET 1]) �b0 a�PII 1 OR aacEX61nP: f ' Rmumm EDGE OF m e - "a E. N'1L I)r_ . C rsnNG 91Ass♦® r . . t:./ l°CdBk' !I /^1, 31-V HEx-SHER HEN)RX SCRETA 9 t2•a.C. i - EDGE Di 1{ CONCRETE mCNOPS 6 .�7,' i (SEE SCHEDULE ON SPFET 1]) r-- ME or E='_� ff— !2. t .�`OMZ OF �. i : PLX EDC T A -e.o- .'� r,Pai e,,,E 1 Po RETE EgUxEo / ID••^-7 CONCRETE Mi Rao CONCRETE—ORS � (EE 50-mU ON SHEET E4) ♦ �� • .. OWRE0 !M]HETI CONCRETE ANC#i()R$ �P� i amss® i OR QUA REom� L--e.o.• E D.•--I (sEE saEmnE SHEET 14) Il TRENCH INSTAU11TlON 1 VA10 aNLY FOR UP W+70,-75 PSF AS.D. i R HV WALK—OVER INSTALLATION 13MON PRESSURE RATING&FOR SPANS PER i}IV CEILING IN57ALLATi01� (R, NV FLOOR INSTALLATION Y SCHEDULE$3,SHEET it i CONCRETE�HORS � x (SEE SCMECARE ONSHEET �j 1/40 Civ tgua.+t rKcw w! <"im�ia I i X!R•rAD MREN'UN t 'E 3 EnsnNc--i ^� � nrztr rR 114'1 w 1 9 Er GLASS_ ^ cuss -;au a m.t c em 1n --�.(.,/ GLASS-�^ Y °moi L.rir�Fw am I ("'1UR' 4.0 EMS 1NCIIi 1MN ii x Tat �uxr Ar 106 / ' li 8 • E/�f :' �' -I r'�1a..s/4•HEX si¢iii°m+nursc�9.,., /u HEAOc. // c°R,r.sccnvr---^ F —1 mei. G• pu.D/a' »EREAn„_, oc. e ' . TETE SCP4- HEX O.C. , $ ,• /�-/_:- 't�.7/B• t I� •I .. V4'a-m+#p'n b5 OR t/s•u-2o ss.1u. C0:1CRfiRE vac.os' _____ !}rte/—]i' i". lI: _ um.:+�•.-m.urs ETI ND!O 4' C. = r(51 SOHMLE 1 L '- t,+ .•. C wita .__T.", ___.__• 71a 18 ,/7•ff 1- -17 18 �Ylz.oa•'iaiN. �'- °auv 1 i ./ . " �. ``l.� `•'._S'EEwv#/a•.F.M.5.0.5. IfW. E.D. Ca tw ]/8/8. CONCRETE ACHORS - OTC 9'O.Ci E.0. HEG CONLREtE-1 (SEE SHEOH ON SHEET 1C tN>h E4-:t }. • E.O..' OR CONCRETE 8LGCX SHEET 14) OR CONCRETE BLOCK CN SM.ET 1 ••✓. REO UIREL REOWRED cPvauL-7 POUtao-j { Cl„ YSTONE MOUNflNC INSTALLATION coxcRETE (Kj HV AL1 FLOOR INSTAI-.LLLION 13 H,Y WALL WALK-OVER INSTALLATION �"'°e"�57'�"'�n r"' RCgtuREO OJ HV RAINGUARO INSTALLATION t XOrE EOR AR.P KrC4l aF tiT+'1.N�H�. it 1H6 RISTAIUnE. -10 Dc' •E 0.m to{;ps7uRCE fiOdWA$E MHEN P£RE1AYEil T-SEE SHEET 4 FAR TMC&SHUTTER (SEE SPEC_TR)NS ON SHEET 13} CAR FjF TO AN OPEPMlRE EXIT' •SEE L T ON SHEETS OF OI9 FOR . INSTALLATION DETAILS W1 (J) HV BLADE x= spmNc suffAiECACHS CAN cEmuDNm Tl''T: FLORIDA 9=1 CODE(Man High Velocity Hurricane Zone' w um nAv ro su ANY N5 A#nOOR. dj' fi �t`S +'iGFfd� ✓- .2—1119o, ®za1]EASERRUEa9P4Y.Oc BERTHA FiV b �Io• A S S A Accordion Shutter System ' _ �� E C O I■e. ■ ■ ■ ■ Hv eine gf w/OR w/o Nv.x+tmoN�nnE •_ American S#iMller 5yatettts oEsemRRmx a+rs aRueN er: r.0 . TStLIT TESTING 9 ENgNEEmNG COMPANY Association. InC. T q,D T5-De5 ] 7/1 GATE: 07/27/17 PORI „4 n Phcro:(#a5)6/t-IS_0.Fa•:(#0.5)6x1-I})f 4268 Y/estroads Drive x DRAWING N. '. SlaNA1 E�fis R Ra Wim;a'°" 'Nest P1Im Beach, FL 33407 s _LEm mur.R..P.E 17-107 SHEET P.E.SEALfSSGNATUREjDATE u` t1E} ; e 7 OF 20. iI I SEE END WALL-G NF)FT.AILS ON SHEETS 10 18 sfE rcmrs aN warns Ross©.m uwcs©.r . OUT pg� IN f EwsnNc crossFoR INSTALLATIONS ,W f t HV , V. — BLADE ZIZ V CENTERMATES �HN�RNa.�o (21 OR © O w®O ®a , -------- - - 1 O ®® a� a I!r 7- P p p UNG ( SYMMETRYCAL (60D}TS NAM) .rtwTE w/(x)-Ileo*moo++ ; %n- C� M T S CENTE(2MATE5 InN. rov NIC+MR6 m rnRw'1E (roPfeai+cN;s }m.str sus,a,r 1 V OCK 4 or W/ HY LOCK 't4 or�1S to c (*)9lanlx'sL.%m NRE� 1 ac.M.IE WG {5if x EautE � Ai F?CN N:CtE GYP) (r *. IN ON SRE 11) 5 — � Vtl77J` � 1 7 _ 4 --------- - L- ---'—_ - - — ------- --- ----�-----li. 5 ar�•O Opo G} J VB OUT m HVC ,a•®w®u� ��a'©� HVA ©�®9©.o��G B ,�f•o�.�� gn+<G ®'�•P✓"©.O. 81 - — —————— —— � RE6V�E0 'SYMMETRICAL 6'. Sep. i ! p• CENTERMATESaR � f \J t J toss 5 .1 W LO oPrmrut a i9 5 oq sNEET n) . LiIN.%PARAT10N�, ''lrYl @"W1,_ TO class I N oPnowL _ ` (SEE TON 11 0t�A1M) : _—_—_ ON S.EET 11) ( t + — 11 OUT `N a , ' 3 * U E} t y OUT ey:W s c< OUT (E ER16R) HVE HVF** HVD ar7`rAYrJa t✓ FLORIDA BUILDING CODE Nan High Velocity Hurricone Zone 'n x2017 ntiECa,uNw (42017 GLSIERN METAL SUPPLY. �■.� BERTHA HVTM /�1 N C. A■ ■!,` Accordion Shutter System % L C V ■ ■ NY.MAGE#,W(CR W/O tLY_W=W MACE ' / %4•. American Shutter Systems acscm>swR ou0 Quem sry Lc r�j Q•�. 161R TESTING k ENGINEERING COMPANY Association, Inc. 1 OLD 15-095 /p/1 o.r_'67/27117 .e:po51a7+-15 0.r,.:(wsfa7l-ISTI 4268 Westroads L 33 x OgpWIP;G Na �c` .n. 7:elwaoa�+ West Paim Beoch, FL 35407 s IONALE��4i.++` —IMro ams>Io 17-107 i irl RUT J,.1. A ,.,�"'1r..r' RO L'c.1 u+er SHEET OF 20 P.E.acny SIGNATURE/DATE { II ALTERNATE_INSTALLATION W/HV "T" LOCK 130 HV MALE/FEMALE T. OCKS CENTER ATE--- 9�& OCKERS W/n HV BLADE * E SEE END CONNECTION DETAILS ON SMEYTS TO h 18 - INSTALLATION 1,1)HV BLADE OUT IN ?f 4 W/ HD CENTE MAS TES fid eux seta cna mm..va-�.no on s,m e. ! «�«o'o« '�« "s csu a fnrasu,uYand m.,oc�ocna rm-mv. �G 7 8 7 ac sm a+less srrcxr,ur�usa snm fws xi �la��«�•®r®•�« 5i4unM�M.�'C_....t_- DEEAItS D�4�18 i o•o-®«o•o-�« l./0 my yr � i�,335x x�roar ------------------ ur taNr ur�rw w�scviO1 # nw�r susarr __"__ __" - wnw (•7 NY. 3 5 !r nu aaa. 3okHv "T" IN M+ a J LOCK(INSIDE) f t ' 1 ---- _— s mm 5 ' 1 28 � � 5 i 6 o—uT 31 oa� 4 i 31 OR© 3f aa�1-f 31 on© * 27w/ /4'a-20 x 7 1/7'S.S.M.S. 7/8"0 x 3/32"WINGNUT. I—)NDB-HVB ouT HDC- VC -r um ae s�rr: j (9HY"T' LOCK{OUTSIDE)-' (X SYMMETRICAL Np CENTERAiATES SYtdAtETRtCAL Hp CENTERMtyL� H f sa..r.uwaat, VG* W/V LOCK (EXTERIOR) W�_1 -LOCK(INTERIORI a'n,u+m'I uacc nuzr um. - ®«©•d«�„l.�•®•, ' nr:sms,atnr)ossa_ gC.�y eYJe4 dA h JIAYrr ��6 oo•a�.(D-0-6 an0•@« ,�- o•@- 3 Q t xtc mns c..w.w aysg e=g rear oD_ I HD -HVD•• FLOATING STACK flltfPPfrf FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 3 ''iGEy' '✓: a:ov mscw.we Czan Ens Esx METAL w suraY, a 4 s •.• ''e BERTHA HVTM o, 11L EC O LEE-. -A.S.S.A. Accordion Shutter System KV.@ADE/It W/OR W/O KV.WfNDOW El-4IX •'.�•'., / TUR TESTING&ENGINEERING COMPANY American Shutter Systsms ,x oesemen w,r "uun Association, Inc. r atD Is-obs /eT/s wsE: 01l2 a r,,: re (sss}a...... 4268 Mlestroads fhi s Sj� ”"' S�1r f,5t o-roW:'h aemw West Pchn Beach, FL 33407 s DRAW NG No i/n NAL Et ,I re}oaaeTrs 17-107 aaR ,IAN A4 F.E.SEAL/SIGNATURE/DATE `�'i"'� ° SHEET E 9 Of 20 I �POURED CONCRETE POURED CONCRETE CONCRETE POURED CONCRETE OR OR CONCRETEOR CONCRETE OR CONCRETE _ COBIOCN WAU BLOCK WALL REQUIRED— —.f BLOCK WALL REQUITED --_', G.ITALL REQUITED REQUIRED . /'^c'XFSiiNO CtA1+ .-Exls G GLASS .L _ _i z•yQ1. E?��BnNG GLA55 CONCRETE PNCHOR� _E%ISRNG CLASS Tt' Y) O 16'O.C. lAlL SIDtIWKEt < �I� i A rIBL 5•�ikW `� 3tM@1LE M�9il Wl SfPAR4sipV ' EOjEQ ro til65{SEE Tt flxt @JOE mX>D ', 56 Otl'SFEi i f ro ` AQQ,LE 6V AF£! ilib•.3•SWC 2/4lET 19 NR salm P ON 9EEf ,I FLl"+ELPRE mN+O (fi0B0-Tb)COM. HA0.•"Qe� ��SH�19 FFOORRR 11 FOR BILE mAVO {LOCALE AT W S1E7 19 F4R AWM.CtASBi f f ; BtMSok Q}Tt 'n.7_1 :OV SRP:r i9 FOR SIDE{ &ALESme� PIATE.(LOGTE IJ2 1 1 ' I tBtctsDa® OE 5) T AT EITHER 5/,10yE 10N 2J2•LON, t OF V) / I *USE t•DR TIM -,1 /Imi/2•SJAS J (As APNCABLE),a. a, 1Je•.0•-z' __._ IB•O.C. 1./ _ ALUTAaV11 CLIP aV I —_7/ .Iy' 4 yM} (bPES-TB ral -WNTRCHE O LB•oo. ,f (t)BImI/z•su Tope , (2)1/+-0 TAPCONS ANCRORS TO �_ WALL AT i'O.C. TE AT I sSoErw4 x EoR.:' OR®. giNER SID E of ) OR®' ypE cawlEcnox OR i SEE OETAn.x FOR^•' ( ro TRACKS ffdd VJ `-`• SIDE CONNECn6T O OR , w>[�m�b}-T 8 •V.vw SEE •MVMxCfIM 4 ft'ff.. 6•) 6 r 1 w 0 10• i0 1RJLT6 - w 6•)w B 0•s-� �:y �t'i._ v.�"' lO'Vr®•V3•-©•®- TO TRACKS p. 0-0.8- L O.O �-O O®- B•)-0-0-0-0- 4:3-0: b. d`3"0`�'��" O•�-4 `b-t `€e3"�� END CONNECTION DETAIL 3 END CON A L 4 END CONNECTION DETAIL 1� END CONNE jION DETAIL ?C7 -'— }REWIPk:U OHX TT9I wANs CRO.LER w-O- r-POURED CONCRETE OR �/q�}- EXMRNG CLASS / CONCRETE BLOCK WALL / Oil95NO 4 4 REWIRED 1Ja1—N WG'I X10,1/2'SIJ.S 1 •.•. .___._____ ro PISS(STE O 10.O:G. +5+53DPAMH �•'�_�_`__„'" - IS-DAEFOR 1La�O.o COYGiET 1J)•N9,. 9JAAA�Esa1 s(�2Ef "L -____ ____ ------ ------ '©OR®DRoDR j C+I 114T I9 FOR CHOP 9—_ „RR lAf�Jt� !! J --_ - ---- T Cly �pq(•-� 1 c NiCNOR~� ELADAS 0.s® ,r D.C. � EO a nm Is OR -- 1®' .r'O FLN'60e Q --- OR� EO s ORS R� OR 2-kIN. 2•IA9J. ♦SEE UNRAP,005 OP USE FOR VIEW Y j 1 ----•- NAGE©OR' ET 19 00 O PUN (DOR DETAIL X INJURED CONCRETE 6R p-L;/- -VJ-Q•'LY'- 1 D IN T LLA O CONCRETE BLOCA WJLL ��w®'®'�-Q• - aEoumEo ®-O-©>Q')O• - 1 DE OR HV 0 B INTO B ® CONCRETE OR CONCRETE BLOC ALL. END CONNECTION DETAILI5) B• �'�'��'�" � C7 0 D t ® -®� RORIDA BIIROMG CODE(Non H. ehmcity Hurricon0 Zone: S,Iw RUnM 9+G 7 r-r!" EGL SUPPLY•INC.BERTHA H IN A.S.S.A. Accordion Shutter System 1 ;•$•L� TLLUT TESTING III ENGINEERING CC1dPANY Asst Pcm Benin. I c.merican Shutter System =Y Bt�TS � 9Lrz RAtti.KY.WMOW BIADE .. •�� •. 4Jt P .W/CR W /2/1,0 �oi/zi/n T lel er „�.ar,e S-S��•...... •• ,'<j-' Plvse:(105}97 1 (Ss)9)f-,33t Pft AWING 07 17-107 .,. ro'.LLRR A)LLUi Jr.P.E. AI)•ie f1.ORRt+Uc.E+a,b) 3 T P.E.SEACjSIGNANRE/DATE . TO OF 20 1 SCHEDULE MAMMUM SHUTTER$�•L+'OR'L-- mA70MUM$Hvrrm SPAN*'L+' [MUM SHUTTER SPAN*"L+" -- -•DIST �QN-.IRFND �( , (ft.},FOR tNSFAt{ARONS Ytf OR'L-"(ft}FOR R 2-"(ft)INSTALLATIONS - RMATES- & ar iNSTALLARONS W/ W I CONCRETE& WQ00 (I)L+:MAXIMUM AUMM E SPAN FOR A BF7EN V!/ONE H.V.LOCK ®or & W ONE HY LOCKS MANSO Y P951RO as0.ofS�GN PRESSURE RATING. HO LOCK¢ Wj NO COCKING RODS Dor ONE HY LOCK ar or / L-' �OW^BLE SPAIN'S A�a�� yr - h3 OR Wj NO LOCKING WALL A.8,CVE. M,N,0.P.O. ASD,Dr'S.IGH PRESSURE IVJVI, (I CENTERMA>®28®29 W/DNE V7/NO LOCKING R095 Ops MOUNDING F,K R,S,&K LOCK 30 Y!TWO LO,/,�,�0 (SEE NOTES T.tt} 'V j �^� W7 FOR N•.i11NP.NGQ - (2)PROCEDURE TO OEfF7W&E OR FLO S?Ni FOR RODS 35 TOP&BOTTOM SHEET 7) FLCAR/CFJUNG G H.I,N.J T.U,15&% - 4YP11 MaUH DRGS(i0P/6oT10U)OR FLOOR/fAUNG: c♦ GONLREIE&WUW MOUVRNG S Y, INS(AIURaNS O wTnK uA�4av CONCTL-'tE M G)YEN A POSIiWE 0.5D.f�iGN PRESSURE RATING. At 0.1x�4Et mar M6r (N6TAWLtpNS DETERMLUE LWOLIUM SPA14'Lt FROM SCHEOVE. FiesvaE WALL HIX41lRNG FlAOR/CENr;C "fit ! A Ra7Y®IAD uoUlN:c DGWENERE A NECATNE AS.D.OES!CN PRESSURE RATING, MI'm lAWFO1NG 0—) DEIEfdID#E NUUGAUM SPAY"L'FROM SCHEDULE. {>.,a to-ua noGWucsrG NDarBIx •� '' {{��--V W+VP<U�Y SHUTTER SPAR SPON'Lf OR 1=FOR L 4 54 .l-(A) l♦ N L-(N t t CO t-(0 l l IN t- FINAL 81PX:411111 ALIAWASi.E SPAN IS EQUAL TO THE WSTNIATIONS ORo wxo stv4L BE LmIrtED To 30 OR LES i6•-O• 16-0' 16''0' 16'-O' 30 t6 1. i6•-O• 30 1W-0' t_IG IDS qL ASD.DESIGN PRESSURE RATING. lf.M4:ltA DEni0m40 SPAM BETWEEN"L*AND'l 35 1<'-1D• 1<'-lO• 15'^•2-, tb'-G' 35 1<'-tD', i<•-10' 35 15'-2' /6'-tD' 40 13'-10' 13'-10' 11'-2' IS'-2' 40 13'-10' I3'-10' 10 14'-2• 15'-2' (3)SDA71ONS TO BETWEEN LIAXWLOR SPAT)FOR f'.Y CORNER CORERLW-E J3 NAT BE USED AT ALL COMFLO.ONS 4Y MOUR44 4YAtL lFQiiNRNGS 45 l3•^t' I3'-1' )3'-4' }id'-3' 45 l3'-t' t3'-t' i5 13'-+' 1' w./fi3OORJGOL::G MWN701C5: 50 12'-5' 12'-512'-B' 13'-7' So 12'-5• 12'-5' S0 12'-3' 13'-I" MWINgIG WSTALIATION9,LOCIONG SPECIFlCAROKS 55 ti'-tO• it'-TO' 12'-1• 12'-i t' 55 't'-la' tt'-l0' S5 '1'-t' ti'-It' �L BE AS D.01^.ATED ON MANDATORY CON(XDON p2 FOR A M04 POSONE ASA.DES$CN PRESSURE 1 1I'-4' •-• IZ'-<' •-4' 1r-i •-Y W'-ti• NOTE j5,SHM s. RATOIG: 65 9^-s' 10-1' CETERL6KE: Q•_ 11'-1' 1I'-t l' 65 10=10' Ia'-10' Lr+-6'AA.SPAN FOR WALL MDURPNG NVAAATWNS. ii'-S• 70 10-6' id-6• 9-9' 9-i 12+=iJNL SPAN FOR FLaQF.JCE6.):`G MOttMtNG i 75 t0 10'-1' RY-4• 11'-1' 75 10'-1' t0'-1' 75 - R•-9- •tt OCEPT THAT t'XISUN SMnER P1S'ALlAT10H1$' 80 9'-lC' 9'-f0' 10'-0• Iff-9' 80 9'-l0• V-,a* SP0.Y Z.+'OR'L-'NO LA'ADRY3 A.S.O.D+SiHG FOR A GNEN NEGAT\lE AS.O.DESIGN PRESSURE 85 9'-6" 9•-6" V-9• i0'-5" 85 9^-6' 9'-6• PRESSURE RATING FAR(NSTALLA7�016 INTO CONCRETE RATING: OR COMCREIE BL=MBE LIA0107 AS FL2L01YS: DEIFRMWE 90 9'-3' 9'-3' 9'-5' 10•-I• 90 9•-3' 9'-3' t-COHNECDONS t0 KE MOUNRNG L* MAX.SPAR FOR WALL UOVMFNG ONSFAJATHR45 ! 95 Fl W-9• 9'-7• H'-fa' 95 9'-6' 8'-9' UNITED TO 64,-72 p.s.L AND 8'-0•SPAN.SEE V VAN.SPAN FOR FLO0R/CEOFIG MOUNF:YG I 100 6•-9' 6'-4' 9'-0• 9'-7• IGD V-9' a''4' Mau NOMO 11001)SHEET 7. R ALLARONS. I 505 s'-]' r-tI' a'-9• 9'-;• t05 V-7• Y-ii' 110 a'-4' 7'-7' a'-7• 9'-2' I10. B'-<' T-7- FVW MAXVLAI ALLOv.ABIE SPAM IS EQUAL TO THE Y 115 V-2- ( r-3' -F-4' :E-:1l" 115 V-2- 713,— SEPARATION TO GLASS SCHEQULE 1IP41WM BETWEEN 1.1+:li+:t1=aw 120 6'-e• V-11• 9'-2' B. 120 8'-O' 6'-tt' (4)GO TO ANCHOR$CHEOULE\'ON R:iAI VA1GtAUM 125 ]'-ID' 6'-9' e'-0" B'-5' 125 7'-10' 6'-e- PRESSh ALLOYlA9L•SPAN ANO SGJ.TNE ASD.DZSQN ' I 130 7'-a- C-5' Y-t0" '9'-i' 130 .T-6• E'-5• WIND ZONE SPACING RE RN:)iG i0 OETERL','HE UAX¢WM A`;G40R MINIMUM SPAC NO. 35 r-r e'-r r-9 T-s tis r-T 6'-z' ASTM E-1996 SEPARATION T<O r-S 5'-»' T-Y r-s• 140 ]'-s' s'-tt' - 145 r-3' 5-9' T-5' 7•-3- 145 7'-r 5•A• T4 GLASS i 150 7 T-7' r-4- 7'-0' ISp 7'-2• S'-7• y -5 -2- -o6-s• 155 r-o- T THRU 3 �" { 160 6'_11' 5-2' 7'-1• 6'-7• 160 a'-11' S'-Y 165 a-t6-', 5'-t' 7-a' 6'-4" ib5 6'-10' 170 6'-9' a-t i' W-11• V-2• 170 175 V-7- K-9' -9--6-- -9 _V--w6•-0• 175 6' 6'-7• +.-9• `0 H V BLADE T$0 -6` <•-a' 6'-6' t80 8'-a" +'-&• } r1856'-5" <'-6' fi'-7' S'-a• IBS£•-4' 4'-5' 5'-6' 1905'-5• 1956'-2• 4'-1' 6'-4S'-3• 200 s_t C-F' s-3 s•_+ pas a-1 +t+- ftQR@A$tttD1NG(�DE(Hon High Veto city Hwrcane Zone \�'' IS'l= C- G2017 RL12CO3 alc. 2D17 EASTERN METAL SUPPLY,INC. B R'i A HVw A S S A Accordion Shutter System f {L E C O tpc. A. r ■ ■ KV.MADE#T W/OR W/o H.V.WINDOW MAnE IIL71T TESTING&ENGINEERING COMPANY Amerteon Shutter Systems —.4 .,.otsrnlmoK mn DannTi+art te¢v. 6. i o'• TAPEiJ�" i i Assoetatton, Inc. + oIn I5-C85 M7l1 rme o7/27/n 94 A. sn m sv a ma n>.DrA I 1 ass Prbru:ra 11.163a,E,.;(3Ds)e71-t331 4288 West Drive 2 DRAWING No -mmx t.<se a.m+, West Poim 9eoch,FL 33407 a }� .. r+ ...........••��•'�,li EH-C9J6719 l 17 � VZ ' J/ NAL Ee, l— .DU,T 11 PL. 6 SHEET 1 FLOROA tr_,(44167 F.E.SEAL.%SfGF}ATUREJQATE Tt OF 20 W W .CD Q yy11 tr > Qa Q W a; omOmn � S * o S Z_ o UWy� '� ...3 ZY x® Um 8 mfr,mw„rlm,y.l�^I Im1 I♦II 'I III I I L II . 1111 I I I I VI u ,»gym»mem ,mw..mm,nll I»., I Im1I o,ymF 3 m m mem m»oma»m m »mnm♦ mw,wlm»wnmr» ^ �nlN° 3 pm mem*wpm ,m„m»m��l. � �.� C� E ” EtS. mnem mrvmam^gym 'c �Rm m w m m�mwml.wmm � mm mm mm,mm wm mm m - ' w�w mlml 4l+III V III S .......... III• IIII _ - _ % . ��p�o w�mmmdme°�"�mn M1n wm»i�,n.,i� iiiil ii 1111 6 © &J�� au Rove - - om n"m mno g ^gor7•,IIII, „ 'S', d 9S 1 111+ Itll 1111�11I III 111 'Iryl Z � Y� 11, 1 L �qk mem I LL m _ __ __*«^ _ _ Y 2 _i 111 - mZ •�� np Vim m pp y9$m 1 1 '41.1 j-Z lSll�m ww mnml, l III - - -1i _ I II.' 1'1•- ;•Q�• @@@ mgammmmmmmw mmmmmmnmm II . - � �$mmmmmmmmmmmmmmwmmmmmmmmwww»mmmmm, - - '���'. .;�a;�•� 111 111 gom fl n- - --- -- - --- -- --- _ -- - -- -- - mAy 1 1111 �iz $m m^n I III �o= gxm_o KRB _ ...... III II1 -- it"-- - - »----- - - � $m w»"Mg^ »•Irk �3��m _ _m�lmd»♦ 111 - eh"^ - K c- --------- C �h N, IS lit; NU w 41-I T H T "E Wili fl 10111! 1-!1 1. 1, 151 1 i-,§; ! 5ta 11 V:E Rr FF Ig "Z MIR aq 1 F 4, at 10 ir N-N 0 NO 11' R Ilk-its: Rp I m >w >> C3 C—IG IT-I T ............... ................. Ea vm ma. a, a: Ix maa^^ 9 r. O S vc VL Z.;I ....... I 1111111 III 111111 1-21-vH21"22-122--B T TI I ........... mem m�"maammmah coma^;ama.mam»;maa�111 1111 . . ... . . . . . . . . . .I III ^Irl¢... . . . . .. . . I . . ' 'T T npp p. N � r �JF�3 cc - n z Lij Iog� z linqa z 0 �a M/ OdF m ■yom a� a M��n ngNa Nip I l n i q 1 1 1 1 1�r 1 3 2b��.P-.tw aqn tnHri rtnniln . 1 Ia1 -21 sn mem dnnNm�n.,Dnaan � W �����1� nAs n,N,N �e^ mqm ?W 24 kkg3 D g9 m n n F S � nen m�nn�a f: $n nawan°,�n`we n'efAn(fn a,N1,r nAiln 4� ,q 5���^ n'�n w�h n nen mrn m°�♦ n,�n�m�na `�+�� \+'j�1C� 1 J rl�S n nen n2n nay An nn n n nhhn -'_ '�.y�s1f1 y n nnn nnnnnM1nnnn n nn n n nh h ,,,,yy .-'�� n��ff NN Wop Up 1 1 t 1 r 1 �' $m9mh�^iv�^u�x�i e',�n��v1In�1I In11111 1 111 1111111 ~ 1>rrry}NN' 9 e_ ^a'�'�m„nn�mnman nnaa�n�^ai1�n1 nor i torr i 1 til I q++++ii��Y��� wgngnpmm�qeNmm°�mnjN�ma mN�i�^n a�nlxa I°If�1 nyl III 11 urt _ ^NPn��ndmomm pillmnn�gmm�an",�w�nnNH a°�m .qn�.a 1'�a i��ll : 'snag p�@ no rq.-Nn ma'mm2mm.".m��n�mna«.nmd3^:� H bpm1111 111 111 II 1111 mlll 1 �r ,1111 ,1 J 6;(�mmmd�mmmmpmmmmmdmmmmmommmmm ............... . . . . mdmPw ..PPPmm.m1Pm1Pm1 w1m1m1mi1l1ll1l1lr1ll1t11f 1i1t , LE ��p mSpoopDePpempe6pmpoepDe - _ _ _ _- _- _ _ b b { iI �'eX1MUM A$D. QESIGN PRESSURE RAMIE(pat.AND �R PONDING MAXIMUM ANCHOR SPAC(�'�((n)at�JFnl Nr FOR A 1 GWEN MAX SHUTTER SPAN N •A A.S.D DESIGN P ESSURE RATING AND A CORRESPONDING MOUNTING 1VPE. III ME 9DUmo OR SHEETS Ifi 6:M. j1I LJ F===t TF=2ATF=7- I SPRUCE PINE FIR NORTH SPRUCE PINE FIR SUM 50U +'b- SPRUCE PINE SPRUCE Pk II SOUTHERN PINE Na.2 W/MIN.C=O.55. 1/2"MIN.CDX DO TO G w,S. Fit NORTH DR SOUTH _ DOUGLAS FIR W/MIN.G=0.50 W/NIH.G=0.43 W/MIN.C=0.76 PLW/OOD Mi,�C� tY/MIN.G=0.43 W MIN.G�.0.36 l tyAtL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T .WALL MOUNTINGS CEILWC MOUNT T M.N,O&R FLOOR WALL MOUNTINGS B.D.WALL MtluNRNG5 fl0.vu1L NOUNtIN45 e.a.YlFI,L M01M'TINGS i UOUNTIGS M.N,0&R FLOOR MOUTI GS M,N.0&R FLOOR MOUNTINGS P h O S&Y 5&Y 5&V W&X W&X 'N&X' I 9m 6nAt l�mErms kA TOET Oars X9 aw eruacrl>ffi ruts 6A1 ®e-`sE rt-k7 !4 9ve u9'tgavt w.."Mgra 6m'c lKwMT'r>a{.n 1 30 EO b0 IS 9O OS 30 4p 60 75 90 05[12 10 60 75 9p O5 30 TO 0)75 190 85 30 40 b0 75 9p OS'A JO ;Ai 75 90 tl5 30 i0 6D 5 9q OS 30 49 W li 90 DS JO 60 75.9d q5 30 JO 80 5 9p 03 1 '-0^pR 12 10 iq 9 6 8 6 6 5 6 6 6 10 10 9 8 8 0 6 6 6 !6 6 12 t0 10 9 a O fi 9 6 6 6 6 6 5 4 J 4 3 12 12 12 12 12 12 12 1Z 12 12 12 12 12 I2 12 12 12 t2 12 10 To 9 0 8 6 6 6 6 8 6 10 10 9 0 8 6 6 6 6 B B 12 10 10 9 8 0 6 6 6 6 6 6 6 5 A 4 4 3 12 12 12 12 12 I2 12 12.12 12 12 12 12 12 12 12 12 12 t2 t0 10 9 8 8 IT b 6 8 6 TO 10 9 6 8 6 6 6 b 6 5 12 To TO 9 8 7 5 6 6 b 5 5 6 5 4 4 4 -J 12 72 12 12 12 12 12 12112 f12112 12 12 12 12 2 12 0. 6" 12 IC t0 9 B 6S 6 8 6 6 5.5 4.5 10 10 9 8 5 6 6 6 5 3 6.5 IZ 1p 10 9 6 5 B 6 6 6 6 a.5 b 5 4 b SS - 12 12 12 12 12 12 11 12 112112 12 12 12 12 12 11 10 flS I 7'.p" t2 10 10 9 65 < 6 6 6 3 .5 J !0 )q 9 5 J 6 6 6 5 J 3.5 IZ tq l0 7 3.5 6 6 6 5 4 ,5 8 5 J J - - 12 i2 12 12 t2 /2 12 /2 52/2 12 12 12 12 O5 fly IS I(t e'-0" 12 IO 107,5 4.5 3 b 6 6 5 4 .5 /0 70 6 33 - 6 6 5 .5 3.5 } iZ 10 t0 4 - S 6 4 S .5 3 8 5 6 - - - 12 12 12 17 12 12 12 12 12 f2 11 93 12 12 1 9 73 as 12 10 f0 5 },5- 8 8 5.5 3 ! 3 10 0 4 - - 6 6 J.5 a J ] 12 10 4 J - - 8 8 45 4 3 ] 6 5 J.5- - - 12 l2 12 12 12 0 12 12 12 1 93 8.5 12 12 10 a 83 fly IO'-O• i2 10 7.5 4 - - B 6 5 4 3 t0 8 ] - - 6 b 4 5 3 - 12 10 3 - - B 6 t 5 3 - 6 3 -- - - 12.12 12/2 1 93 I2 /2 12 0.BS 5 12 I2 9 ) 6 3 i Il'-0' 12 10 5 - - - 6 6 43 - f0 4,5- - - 8 3 3.5- - - 1Z tD - - - -' fi 5 J - - 6 3 - - - 12 IR 12 12 10 Os 12 12 12 9.5 8 7 12 12 8 5 5.5 4.5 If 12 10 43- - 6 8 4 - 12 10 33- - - 6 5 3s- - 12 10 - - - 6 5 J.5- - - 6 5 - - - - 12 12 12Al3 93 $ 12 I2 tt OS 7 6 12 t3'-p• 12 IO - - 6 fr - T2 IO - - - - 6 - - - 12 ,5 - - - - 6 .5 -- - - 6 45 -- - - 12 12 t2.10.8.5 75 12 !2 10 8 6.5 5.5 12 D.5 7 S 45 4 0^ 12 10 - - e S - - - 12 7 - - - ".S a.5 - - - 12 7 - - - '5 4.5 -- - - 6 3 - - - - 12 12 12 95 8 8 12 t2 9S 7.5 6 4.5 12 9.5 6.5 5 4 3 - - 4 - n-0' 12 - - - - - 6 - -- - - 12 - - - - 5 - - - - - it. - 1 HV BLADE OR P HV BLADE W/ HV WINDOW BLADE WORKING IN. UNISON* i `-aq, "p I }NOTE-ON ANCHORS REQUIREMENTS!WOOD SUBSTRATES. - 1.ANniu15 1q-1 tta99 96 seta w9a<_anlr swu 4s rouners: s sl�asmuE acct eamsT oc 111E fA1p61N9 -SOVMOq N¢,w.2 IT/wars(NDs) - -0q s ITT f wOJ6 D-) EACttf UFG ON S.Ens1. uix]'c.6+ctuRm 9f ti et.enp6lc wt UnM1VtI.DgEG&t9 u M:41FII A7 -ST-- wMw/-'.3(". ) "EFMOIT, SNATE 2 fiELNI. - 'I 0.K{R SOOM w/wO AT t(-s,)-W[W If2'ta[AH109D{1986 OAT ' 2 A*104CR6 Ta 69LLgN tT+0 Stptt OE u FER 4'gtRpV:4 ttPE U.SgEt3 t] AW SWtt tW1,56i OF W Stafl'S AS PkA Np9 7x15 SPLS61GtroN5. W�am9'S DE�].4FD r1810xw9 NL D<INE REL:OINfe:OxlvxS N6) INE nol."..... ,. FLORIDA BUILDING CODE Hon Nigh Velocity Hurricanen Zae' IAITIJ r 1•.............lff a =T7 MIKE.WOO ®20i 7 rtS:ERM UM sOPPty.INC. �'; ERT HVw l A S S A Accordion Shutter System i i L ECO w a. ■ KY.BLACE#1 W/OR W/O KV.WN]DW MADE i . American Shutter Systems TILLT TESTING ENdINEERINGCOMPANY %• ,t1wsc9mn9N 94rz 91um,MOV/Ec Association, Inc. I OLD 15-095 OPM n/ 17 i tan.)8Jt-Is3o.r:{Sp579]t-lsst 4268 Westroads Drive 2 DRAWING No i-,�+ •'.,,......\yt� W6st Palin B9pch. FL 33407 3 s /Q+YAL tl%'�,,III -TOT I DUIT oX. ,. . 17-107 P.E.SFl,Ct5f6NA1l1RE/DATE t ata? 5 ' 6 SH 5 OF 20 I I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR t HV & 64 HV# "B DES AS APPLICABLE SHUT-TER + INSTALLATIONS-INTO C. SH Wv3.f7NKH B- . D O _ - S U S S - S ASD DESIGN PRESSURE RATING FOR IN ALLATION WITH ZS 1/4'0 TAPCaN Oq Sj iKORK#NG IN UNISON TATA:oN WTni AaYhYCED • TNgFAD)'ORU tELW1OLOGY T'4b T/PGON OR j .. y / MW .EviTEC`WoLYaI wTo C OLING DUSTaa WOOD NEM WVOO HTADO2,M SaTnuc ON SNV I5) t1. 1 OR (SEE%WoLE ON SIfM ( t1 !: I /4Y-ZOLJ/4'S5NAz BC7 6w/T/4-20'ws —@vj �ti'J 5i0ai[FFAOSRaIEFHT NOTNJE9 DiflNi B ytN1 }�1I$j1� # t•N' Comm 1 BAt6Qh® 16P@jT't i; T *� ± •?' ;F GLASS---j ) 1, .'� 1 t z N ry, 1 FXGT01G N9T4 nms" t Y.4Wom }OR 1 �m i t`x: it T PUDEiY tO1E0 1 HEew wow REODURV !Rll1 5.Y:i S �"•i 1,44-0 TAPCON OR TnPCON WITH ADVPNCED EASING l nK Sym. 1 1 I 1 '7�,1'' '�;I -'7NRFAOrURN IECNNOLOCY W 15/2• G1AS.r•1. N GATS O;FE ( ( S FIA.PENETRATRR!OF TI el ARTA 10 VM.SEPHLSIGti GIAS' TO �'t EASNC T40Op T4:.ADFR. �"—r'1 F OFIE mH,p �T ' (SEE SCKEDULE ON sxm 11) : (5EE sa=,u:oN%w 15) ( al DEET T9 Fat �''*"-1 5 ••; Yr4'COWL SILL aA0F5 Qtfft� F �,��. PULE IS". ON HV WALL HEADER INSTALLATION 00 H"ALL SILL, 1NSTACLA ON BY WALL HEADEjj�! STALLAitON I I E ams-r-----_. Uw.smuulmN to Gass 52 RTE GDTT0s1¢i fla1..--1 Yu.:dPuuilori i0 aA55 t EASDM:_ � isfE s[HE'OIiE ON 51fEtT it) 1 E%ISnNG �( 1 AA y IEEE SL11ED°tE ox sHM 51) t 1/4`6-2o.a/: us1114n�i/P-z�xurs I, I 1__...J NAaIwE SCRflYS W/ ti �. 012'ac. _'s„r•'wY.rnAsx f. .ac !I . •,ti Y^ 2'.4'CONI. iyF J / —0 PUT- I Is, ". ''•..1)f 'n I'Win. • 1/4.6 TAMON OR Ta CON YIRN lUVakCEO t .t '�z f coin i~ tHPrUDFORN TECFTWLOOr W/T Tj2' I -1/4.6 TAPCON OR TAP�CON MTiTF ADVANCED 1 '� 1-SILL PUTE EX6tMG WOOp HEADtRO1RUOED AREA To jIyI1 j THREAOFORN TECHNOLOGY IV/1/r' ` 1/4'p TAPCON OR '(�1. T •l 1 I "•'-, Uin PETETRATION OF THPFADEo AREA Nra PLTI4DOD TAPGON WHN ATNANCTD t�-5¢EE$AEEf f FOR TYPKtt REO•o t �\ (SEE SR4MIlE 0.V DEET is) . THREMiORN TctHNOLDGY SNunTR A5s'NDLY. ` 1�,.EE SCFiEt%1LE dF s 2£T 1s). D.;rm Iri,2 , I/z Ina.c0%J ,- ruaL Fnm.;tiT SNOS B 1G'IL IdAY,_P.Y`MICC REO'D. `. TMTFA[I FN-A Map RY1'.900 2 CONBIXR�CNfO IN 4.WY YNY ICS i (/2'Mui COX R1WOD ROWIL RETO,PLYWOOD Ta qE WALL fMIDS—'t�s�NE a1F DeET Ts) M nW,-MAt r*IL ®HV WALL SILL INSTALLATION lEAsOttc MIN.244'STtu35 O 16'O.C.NIX.REO'D. ATTAIM TO STOOD W 1 PLYWOOD TO M ATTA' LD TO SNDS w ACCORDANCE ACCORDNICE WITH E 1N1N sEatarF rare or txE E,e.e SUC 23D°of r5¢ ®HY WAL�SfLL INSTALLATION •SEE ro aEu�ix P �fY-WACL SILO INSTACLATtON Tic PS T+ AnAm. RORIDA BOILDINC 000E(Non Nigh Velocity Hurricane Zane L�VA. tyFFF k - ar01T 7QiE1A.Pk, 62017&SSmzk KETAL SUPPLY,INC,. T,t s�P t%r BERTHA HVD, t1 LTE�C O 1Na. ALS■Sr/I'�. Accordion Shutter System #i , KV RAM y1 Wl OR WIG KV.Wtmw RAM d" f� 11L11T TESTING 8 ENGINEERING COMPANY AmDtican Shutter Sysfems p6BGR1AN art Dung er Lc U Association, Inc. 1 1xD ts-ass Aas3 a..m sL.w.A9.NAC,..a r rNAa..a31 /21/t LWTE: 07/27/77 _ It—PUS)erI I-0.Fe.:(305WI-1.1 4268 Westroods Drive -x y ORIDIX r OF • pM1 •-m^>:° �+++ West Pofm Beach, FL 33407 3 DRAWING No s 7-1 07 # P.Ew57 /DATE naFaa.TT�t+4TSr - e SHE6 F 20 i i 4 C INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & FIV♦ BLADES (AS APP_ LICABLE� MAX SHUTTER SPAN L+ OR L FOR INSTALLATIONS INTO WOOD WITH HY BCADE 1 ONLY S D5 5.D S R G E 7 FOR MAX r""1 FINISH SPAN k RESIGN LOAD FOR iNS LLATION WITH BLADE gr WORKING iN UNISON 40;1N OM"TOuEtS,I .(:r 4'aH' Mn)E>R+'TNP G (W AMICABLE) POOP bEul RGWRP. ;, f ; -- I T 1 1 Ttz'Yn ENE RA KHl s& OFL.SYWC WOOD MW NEW P ` ( or tNREAOEo Paw m t• Pwuws TNL05 xTo M GERIM to �A!' _---- - t EG5I9fC:roof •� a E�I9[SC�wG gb00 ILDOM I"E4n. 4NCNB.E$CtaS4 REC6tE[✓fD-EIIf2bEIIi OR�.'� t --- IROS-Sc OR tSM SCREXI E ON SWEV 15) 0 rt/4 AsSO Nuts SHMER CTw.WAILwTlOav. RAFTER 9 24` 1 Ufl 1 4'RCON WRH TMLCW PRPBVANCED IL'•i;t M3Efs to c Get. 251' DGSMNT.EAONRN iERiNaDGC s .r 01 tTlrti EADEQ AREA roE 't ./ sest4• (cavi Ta w:m)w�u,rveE '/ 9.: J•'�aPIIRUl E%151Mc M00D MOM ; o S O.G( )SttsRN'IFR OR .� _ ;nom SSE"c SCNcoO[E ov sxEET ISS T. 1 or 1©or tUS I 1 or©3 0, t@JT II `MD I O -SIN'S VISORS AT • ; j,VISORS-2..4 f I ( ` l OVISER.W 6Q.HONINAL Om7aG I6.'AOFR REOb OPEN MIX AT EMH-" GaN IAN.SEPAPADON TO GLASS 11VEKISRNG =0 TO AOCEPF PETIERiA OF TILREIti.4 t (SEA:SCMEDtIE ON SNEEI f i Oug,_-_I S/V.LAG SCfiEW 3 AREA V/d@ RYI I AT CENTER OF TLIsE. i aeiEAL'Mus wffH 72ytt mt W4p I OAtt:ASD.DES=LOM AS® t Noa�{92 Eb5irtY0 ( srN4mL 9'=D'wx SPAN.Dns �$ HY WALL HEADER INSTALLATION _ _s24L.E m9sE Gins m LE4 s wsrALATMN R ONLY OLD L Sm aNX 9Rn //yy -:Sam.X 01 vv NOR x000 N/nw.wv:= (q 514FT Le IW OR It f0i BNLp GRANGE OF Oso AS ooua a saa n e `�'� a.rema<KJi I aAasNa3 1 OR�� M Eart SaIRNFrctSouTnFrct wrr Na s TNY CEILING INSTALLATION i U 1 CEILING INS T N w N r 1 OR"I" . _ k SEPAi OON M GLASS r. ( To LASS 1 f {SEE sCNQ3utE ON S`,M t f �'g�'SN t'M AFFS m fw • p� ri-;sn' (SEE laT 11)taN stgkT tt)�LOCATIONIO+T/4'ILEX I I I woot L . 7 - )/.v.l �.,_I�As1ER MEAD.TEX ( G9'ED 3 o Scaess o t2` FINISH ' 0 K flEgAR �'- _ ALLD'NFD) t, ._EDGE OF DECK L RE�CMLE -��• "- l"et Ii s 6 APPLICABLE t/`P-aaa/<•ss, r t •.�,,.___ APPUCABIE �� �- .` �i #4tlP+SCRs RENS r-- -•- t= 2 a4-LbHi.4 ` TA-CO WITH AOV<NCEO NACI@:E 5C?EMs -- t/4b LARIAT Oft TAPI:ON W.IEM ALFAANOED / I+REAOFORAI TECHNOLaBF N 1/4'-20 NULS TNRFl-0FORY TECIL:tOIOCY w/1 t/2'IBn 1 "�+.'^- ;49LL.PLATE MtIURARON 9/12.O.G. f/4'e TAPGO:I CF TAPCON pT.TI ADVANCED TRRFAD{'ORN 2'A9N�pENEiRn,TpN Or TNtF.tTEO I iRE4'0. , I 11 6F 71tRilOFO AREA to TEC!t. ar It/I I/Y LGa.FEA2TRArAN Or Tf+RFADED flffA LO flusflNC pNO7 t0'sDFR.(`A ' i IX611NC 9000 Sff4DER. AREA M MVNG NCOO ISACER.(sEE ECJETh/1E ON sNEEf LS) SCfEdR,E ON YNEET 15) (SFE NO sa,1E oN sILEEr ts) LAN usE NOR (X1,fjY WALK-OYHR INSTACLATEON (V HY WALL SILL INSTALLATION r 19 v HV !LOOK INSTALLATION FLORIDA UIIDING CODE Non Nigh Yeloc ty Hurricane Zone �IA: .........' ITL a20tT tRIEN.QC. $S 2057 EASSFBN nE09.SWPL.Y.6C. L : 4sF.. '* G O t M BR LTr. Accordion Shutter Sy stem 1E A S S A a= •qg gt w/at w/o Kv w=ff agx 9% TILLIT TESTiND&ENGINEERING C04PANY American Shtrltet$y5M1'TIS OESca m. ua, Iuowr+sr, Lc a,L','• ,;• K.R.>eN.=<.N,.,os,p 9.wOasRaw>at Asscolaflon. Inc. I an IS-065 r Arc m x2/I {Er.� T ID-amepls.t2c5RTl-lut t PPT we each, L 33 x DRAVM4G No +i O G.I.I aa:gnw9am West Patm Beach, FL 33407 17-107 Na L EN NA M A nwr E..PB noFsu In.1 ut67 -; SHEET P.E.SEAL)§1CNANRE/DATE 17 0 20 L INS ILLATIONS Wf 1 HV BLADE & NV CENTERMATES y2.000•M; INTO METAL STUD WALLS S .ETAL colas u Is-oa W 43b o.c., 4) * 4 op �;f4"e MINAL 1/zNO • ALUMINUM SLEEVE u UMINUM 6063-T5 ALLOY 7z af.I a-c.C,-.m-1 43c 43c b °n j SYS" INSTAL[ARON TO METAL STUD WALLS Sfl�T es'a¢ ae•¢C.� Am A-ssx Dame w U '.I r---�' SEPARATION TO G`/SS SCHEDULE �t—_.a� cnoou+zm rAsie®TO- h r xnxl ! q t.MAX.A.S.D.DESIGN PRESSURE RATING:+TS,-75{psf) 2.MAX.SHUTTER SPAN:Be WIND ZONE MINIMUM . AM E-1998 SEPARATION bx I,p4 t.l' LX15MTO CLASS-I NW.SLYARATNkT3.ALLOWED MOUNDNG:@ ON THIS SHEET. TO CLASS ' (SEE SCC HEDU E) 43 114"0-20X3" DOLT . ) a 4.ON CK 21 Wf 2d HV LOCK ARE ALLOWED t 7HRU 3. T' WfiH 27 ARRANGED A METRICAL LAYOUT. Mt76f PENETRATE A USED (2J 35(6'LONG.MINIMUM)MUST ALWAYS BE 4 4' xtt.s,ta'.TnsS•000c un ztrtls+l 7 tt4CLDDED AT OR OR INTERIOR ACCESS SIDE OF 1x13•j �amr.Tuv.9[4L rvACK owamA.! AS AwuueLe I CENTERMATE. ?-� r 050• As]vaw.�-ecWss nano[w-ers,e-w !I "—rtt �et Erse Ea itia•�mac cons w i 43c i/4•o-2o THREADS AA BLADE SLACK DETAIL AW IS ALSO VALID FOR 1/4'0 ELCO,CoNgRUCHON 12 CEIMRMATE 21 APPLICATION WITH BLADE 1D MODUCTS FAR_L K HD dab i 1/20.0xy'IwCK A x W '=749f65 '� ®6'O.G. COMPONENTS csorvc`v "° T. ::�,ttigar,•i.`: - a¢]sc snms At/s nc _ - MS WALL ul_A() /S(LI,,INSTALLATION 1-oOmNc ronsN As APPUMBLL SCQZ-3/'e-.1• (M.TOP h BOTwN) I v C"'---._-_ _- ....- - - --_._-._-�_ s _��_i ,3/a-,c,/s•.ao7T Twa I AL TEEL ..:...,.._: .. ., ....- - - - --_-- .. - - - - - A eSVy STEELY O X�ir Ex,BTING CUSS ! " SYh1METRYCAI SYMMETI21 CAL ''! }. / vANaAo LAS Mm m mus `i n/(z7/s./r ra soaeas oN ! I M.spsnanou vAlaLs ! wleeuR A LzrsEoa cmc =CENTERMATES Wf CENTERMATES WJ Tc z ! RIO ACC,$S SIDE.: :.INTERIOR ACCESS SIDE. ipU£) 4 _ Y 1 2121 2l i 2rr�a AT tT 7T I 1 RJ HEADWSILL EN � VIEW Y i 2 SIDE CONNECTION TO TRgCK x 1/4'(7,.) C 1/2•(Txp) T ]' d It2'WVC SLACK 'kY_� (C-L) yR BtdDE 5 CK DETAIL HYF HY 1( �. u4 FLORIDA DUN.DING CODE Hon Nigh Velocity flurricone Ione' Aja A -11, .2011 nUCDI we 2017 rAs Em+vEtAe SX?LY.me ° r= BER A . , N A S S A Accordion Shutter System �. E C.O M w�. ■ ■ r ■ KV.HAAS pt W/O4 W/D KV.WINDOW HALE = Amertcon ShMNer SystemsE. Tesr mIM HALL DEME+ere ie TttLR TESTING&ENGINEERING COMPANY AssocWon. Inc. , OLD 15-OBS /27/1 MIC 07/27/17 I a a..xu.s4 n>Loy axca+A Dams nrAm.xxn j I s $ t P.I.We each, Drive 2 DRAWING No P••.,•. �, :- emcowa West PalBeodr. FC 33447 x ,c�J,,gqffYO��RyAI :��ac�'' eK w ti au a.vc . 17-107 A.E. SFACtaAn}ATF2E�DATE TUKa+x k t u1s] a SHEET20 OF 20