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HomeMy WebLinkAboutEngineering i I ' �I I II I I , I I it GENERAL NOTES: 1.BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THE PRODUCT EVALUATION DOCUMENT .ECJ TIAs BEEN V...FOR COMPLIANCE W ACCORDANCE WITH THE 2014(5th PRION)OF 111E 'MOA BUILDING CODE TINS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH HURRICANE ZONES AI• DESIGN WIND LOADS'SHALL ERM82 BE DETERMINED AS PER SECTION 10 OF THE ABOVE MENTIONED OODE ED FOR A BASIC WIND SPER=IREO BY THE JURISOICIION WHERE sHunER 'I�I TABLE Or CONTENTS BE INSTALLED WITH A DIRECTIOfALRY FACTOR Kd-0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED "� ON SHEETS 11 THOU 15,19&20. 'I( IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SWAN.BE FIRST REDUCED TO ASD.DESIGN WIND LOADS •I.'i:I AREA-i, HV BLADES OD& RA BY MULTIPLYING TEM BY 0.6 IN ORDIMTO COMPARE THESE W/MIN.(ASD)DESIGN PRESSURE RA71MCS INDICATED ON SHEETS 11 THIN 15,1B&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON TRUED..AS TESTED.WERE NOT OVER STRESSED,A 33 X INCREASE W ALLOWABLE STRESS FOR WIND LOADS WAS RU USED W THEIRI�I SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A MND DURATION FACTOR CO-1.80 WAS FOR VERIFICATION OF FASTENERS W WOOD. - SYSTEM COMPONENTS 21 X37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD NAS BEEN VERDIED W ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE ME IRONED CODE AS PER ; ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WDIDOW SLADE&WINDOW DETAIL -IA BIADEQ/021407-03./0715.01-0.T./1o04A1-118.01214.01-05.10317.02-00.00609.01-10 AND 10210.01-11 AS PER TILS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1888' AREA 2- HV MADE(1)AND HV WINDOW BLADE A AND E-1990 STANDARDS(YISSOE LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE. ,(WHERE APPUCABLE) -KV WINDOW MUNE®10505.01-08 AS PER ASTM E-1886 AND E-1996(MEELE WU 0.WIND ZONES 1.2.3)BASIC PROTECTION ONLY AND 0 0723.01-88 AS PER TAS 202ipRamCQL I,I TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCREWBLDCK SHEET 6 2.HV BIADEOQ AND WWINDOW BLADE IID ARE ENCNMRED TO WORKIN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SKEET 19 I INSTALLATION DETAILS G-M.CONCRETE/BLOCK SHEET 7 3.BERTHA H.Y.ACCORDION PWS(EIV SCREYIS),USED,AT BLADES KNUCKLE AND FDR DIRECT MOUNT CONNECTION TO TRACKS SKA L BE 114,275'AND 014X1.75•RESPECTIVELY.4101 HT MINIMUM SERIES CENTERMATE ALTERNS HV SHEET 8 ATING TNG DETAILS FIV SHEET 9 STAINLESS STEEL SCKEWS WITH mu Loi YIELD STRENGTH AND HILI Loi TENSILE STRENGRL PWS SWILL BE COALED WITH BERWA Hv MCROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED I CONTEND APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PNS MUST BEAR THE HV MARKING ON THEIR HEAD. ,.I I END CONNECTION DETAILS 1-S.CONCRETE/BLOCK I'M 10 4.ALL ALUM HUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND O MINIMUM YIELD STRENGTH FOR 8083-TB ALIDY E 30D Ami AND J5.7 WFOR..'i' MAXIMUM SPAN RABIES SLEET 11 6005-75 ALLOY. I'. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS 10 BE SDVNIESS STEEL 304 OR 316 ASI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER ON 50018 WITH 50 kd YIN.YIELD STRENGTH AND 9a Ami YOL TENSILE STRENGTIi ANCHOR SCHEDULE-CONCRETE 4,BRICK SHEET 13 AND BALI.COMPLY W/FLORIDA BUILDING CODE SECTION 241117.4. '�� ANCHOR SCHEDULE-CONCRETE @BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZE)STEEL.OR AMI 304 OR 316 SERIES STAINLESS STEE.WITH 35 WI MINIMUM RED STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SFE THE FOLLOWING SHEETS FOR ANGOR SPECFlGTIONS:FIV BLADE OO :12,13,14,15 AND 20 � III INSTALLATION DETAILS N-R,WOOD SHEET 18 HV BLADE(D&m WORKING IN UNISON:72.13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 • -B THIS BERTHA H.V.ICCOp01DN SHUTTER R SYSBENE A U.S.PATENT 06'779.582 COMPONENTS OF THE APPROVAL ARE COVERED.N W WHOLE OR PARE BY U.S.PAPATENT05'458, END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 78 S91FD TO FASTIAN METAL SUPPLY.TNG I i. AREA 3; HV WINDOW BLADE(fAl ONLY .. 9.IT 94ALL BE 71E RESPONSIBILITY OF THE CONTACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER E TO BE ATTACHED TO UNSURE PROPER ANCHORAGE CONTRACTOR TO SFJL/GAUIK ALL SHUTTER COMPONENT EDGES WHICH RECON.THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WINO/RAN INTRUSION. IYMCAI SHUTIE7R ElEVATKIN SHEEP 19 10.EACH UNIT MUST BEAR PERNAtENT LABEL W A VISELE PIKE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME DARER,TENANT.OR OTHERS.MUST PROPERLY CLOSE ALL EN AND NO CE TERMATES AND ENGAGE OR LOCK ALL NY AND HD LOOM. I IAREA 4: HV WINDOW Buz n ONLY 11.SHUTTER MANUFACTURERS LABEL SEAL.BE LOCATED ON A READxy VISIBLE LOGARON AT ACCORDION%wrrER IN ACCORDANCE MM SECTION 1710.83 OF FLD-B.1-COOS WE LABEL SHALLI�EE THSTAUATION DETAIL%META.SND WALLS SHEET 20 PLACED FOR EVERY OPENING LABELLING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING MOE 12 BERTHA WV.ACCORDION SMRTER SYSTEM'S BSWLAINON WWW.COMPLY WITH SPECS INDICATED IN THE DRAWNG PWS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE ARDSOICIION WHERE PEW E APPLIED To. I&(eMOM)THIS RED.PREPARED BY THE OM E GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; .L WHERE THE SITE CONDITIONS DEVIATE FROM P.E.D. I'% (b)CONTRACTOR 70 BE RESPONSIBLE FOR THE SELECTION.PURCIIAM AND INSTALLATION NCLINNG LIFE SAFETY OF THIS PRODUCT.EASED ON THE PLED,PROVIDED HE/SHE DOER NOT DEVIATEFADMI; THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SVE'IY AT SITE E CONTRACTOR'S RESPONSIBILITY.CRACTOR'S RESPOBILITY. (e) OBTAIN PERMITS IN THE STATE OF FLORIDA RIS P.EO.WELL BE CONSIDERED MALD OF A.TERE)BY ANY MEANS. ((dd7M SIZE RED SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R. FOR THE PROJECT AND WHO WELL BE I ill RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD.ACTING AS A DELEGATED ENGINEER TO 711E P.E.D.ENGINEER SHALL SUBMIT TO TIO LATTER THE SITE SPECIFIC DRFWINGS FOR REVIEW. 1111 (e)ORICWL P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEA.AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 0110111 EASTERN METAL SUPPLY.INC. 11Gfi •rvs ERT TM `3f( 0. _ IL E C O�N,. A■SLS■A■ rL% 1R Accordion Shutter System MADE#1 W/ W/o KV.W MI N MADE American ShNHK Sys%ms DrsaPROK oArt DRAVN er- ML pTA TILLITTETESTING @ ENGINEERING COMPANY 1lasoclatlon, Ina 1 OLD 11-192J4/13115 Ove 4/13/15 %yOn•. 4 OF,•... aTs3 Na TRAM m m L¢vAA cNmDa 1-1531-153 uI (30.5)871 4268 Westioada Drive x DRAWING No �''i,LPC-Si•HILL~. ,R:ert.maaaLmm West Polm Beach. FL 33407 s /04 EN��A.�` WALTER 1T.LIT Jr.P.E. 15=085 P.E. OPoJ(}URE DATE FLORIDA u`1"IV 5 SHEET .� 'I '1 I I„I SIJ i n,m 9,mDi,ells VAf8t5 ,.49,• . 0 1.919 91 4.a5Y 4.999- It 3O ,6YL, O1 HV SOLID BLADE J1 a C, O5 HV 90'/180•C\ HV UNIVERSAL FLOATER MARTER COVERED UNDER US PATENT®5458179 O HV BLA D�OR USE W/ I QUALIFIED ED FOR USE W/N4 BLADE 4 HV BULDE 1 1R HV WINDOW BLADE° 60DS-TS ALLOY AND TEMPER QUAL HED FOR U E W HV 6063-T6 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 6083-T6 ALL(OY a TEMPER 6063-T6 ALLOY AND TEMPER .ne' ,.500' .124' DrPJ n 556' .994' .0 9]0' zn9' 72 913' 092' , O7 HV ADJ. ADAPTER W/UP 4'47° u7s a e• Q0 QUALIFIED FOR USE W/HV ®HV WALK-OVER TRACK 9zo ©HV ADJ. FLOOR TRACK BLADE(D OUALIFlED FOR U E W/HV O9 HV TRENCH TRACK 50 QUALIFlED FOR USE W HV 6063-T6 ALLOY AND TEMPER BLADE 1 QUAUFIED FOR USE W/HV BLADE R / 6063-T6 ALLOY A TEMPER BLADE QQ ONLY. 1� HV RAINGUARD 6063-TG AUDY ARD TEMPER VARES 938. 6083-T6 ALLOY AND TEMPER QUAUFlED FOR USE W/HV a• ,.915• BLADE A(1)D YMIE9 l.9]6' 6063-T6 ALLOY TEMPER 91]' 0 093• OB]' $+ .091• c 093• .060' .060• S O6 9]0 ]. 060' ° B/0 1.896' 1• BTO DIMCEILING HEADER 1® HV HEADER/SILL Q HD CEILING HEADER/SILL O IFlED FOR USE W/HV BLADE 1 ONLY, QD�FlE 6063RTB ALLOY AND B�E_(1�ONLY QUAUFlED FOR USE w/HV BLADE - 14 HD WALL HEADER/SILL SEE SEAUJDY FOR VALIDITY.- xR�- SEE SEC71ONS FOR VALIDITY. QUALIFIED FOj USE W/HV 6063-T6 ALLAY AND TEMPER fi063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A R 71 T2 xMRrLDL7 z• 2• 0.12S' '' 1• 2SMALL 1/9• 1/e © • ' ' ]• 3• aa9o• - 1® 2' S'YA%.0.192• 0.19Y 1�SIDE ANGLES CORNER POSTS QUAUFTED FOR USE W/HV ALUMINUM ANGLES 2.3• 7•NA%.0.180' 0.19D• UALCO FOR USE T HV BIADEQ OUALIFlED FO$USE W/FN BLADE 1 8063-T6 ALLOY AND TEMPER BLADE(,1J ONLY. ® 2• S'N19f.0.139• O.tl1' 6°63-T6 ALLOY AND TEMPER 6063-!6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone 1N11 TI Nr7/7 O 2015 61STMN METAL SUPPLY,INC. �,�'°����P""«/T✓q,,, BERTHA HVTM Q '��GENSF''•• Accordion Shutter System L ECO 1 N C. N V.BLADE#1 W/77f W/0 KV.WN]OW RADE k= American Shutter Systems �• Q�/ N'" c TILUT TESTING 3 ENGINEERING COMPANY 9arnPn9N oArz o9Awx er. Mi jQ:� Assaalatlon, Inc. , OLD 11-192 11316 aM6: 4:NNa 15 STATE OF .W a w5 Na]6u.s1.sl..t vomnl cr+m6,4 nom,sl, / / Pnon,;(sal)B71_ls]9,r.:(M)B]1-153, 4268 W9atroads Drive a DRAWING... � :nWest P°Im Beach, FL 33407 ` 15- 5 P.E.SEIGid15'1��2E/DATE4s16� e SH2 20 � I ,;III j •S!6' t9' ?9' fUT M/Ii I f�•—m fOV9.YC EMUEt {•_p .]u' esus eNMo vARR9 ,� m"usr Or mJ xwDWQZ �. 6wn vAHRo � 3 iwoa'uw1 R � fZ2' � .318 _ © HV CENTERMATE �2 2s ®HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BADE 1O&®ONLY AtrFT HV FLOATING CEN pWWFlm OR USE W/HV QUALIFIED OR USE W/HV 6063-T6 ALLOY AND TENDER OU ED FOR USE W/HV BIAOE 1 & ONLY BIADE�&®ONLY. BLADE 1�&®ONLY. 6063-T6 ALLOY AND TEMPER ��,KJHV CQRNFR CENT .Q.RED FOR USE W/HV BLADE 1 ONLY 6]{• 6063-T6 ALLOT ANO TEMPER j„ PLASTIC NE10 le' SCREW ONG 7, S .60'AFTnf RIYE 8 pa �'I 1/4"9-20 x 3/4' BEFORE RIVETING y 1/4'0-20 RIVNUTs S.S. THUMBSCREW *sums 9IM AtuwMM(zra{-n uLoG wax nam nm+ SHOD RIIISIIR.P7Af/om0,AS IWIVF/L11Re.D BY AV9kL I �� I PIAN 6 FRONT FLEYATION ® !s�s' I:o °z eeARR'r 7f1f10fal.PN8RE11Y,rA:il,RAS.Y Oras{OR EOBM. QUALIFIED FOR USE W HV BLADE 1 ONLY HV FEMALE "T' LOCK CENTERMATE ® HV T' LOCK ® m USE w HV © HV A LOCKER FOR 'T' LOCK CENTERMATE / ® g 6063-T6 ALLGY AND TEMPER QUALIFIED FOR USE W/HV BLADE(1�ONLY QUALIFIED FOR USE QUAD BLADE V ONLY. QUALIFIED FOR USE W/HV BLADE(I)ONLY 6063-T6 ALLOY AND TEMPER' li W/Ii1BLADEOONLY. 6063-T6 ALLOY AND TEMPER 1.9I7 .� 19 3.161 — Ij pea• CYUNOr]i OR 21{.m j'j b su' u3'Lil 0'a 12um . . . I O pUAUFlm FOR USE W/HV BADE 1 & A Roo ®QUALIFIED FOR USE W/HV BLADE 1 & .ew• 6063-76 ALLOY AND TEMPER ® rS m -6083-T6 ALLOY AND TEMPER 2 1 VARIES.12'Mw. pUAUFlm FOINSERT R USE W//HV BADE 1 & /K m �K-,e 6063-T6 ALLOT//NO TEMPER R LYE DO OR KEY t1S 1.7 Min CMDRCOT ,.7e ua ® LOCKING RODO 4� 37rO HO LOCK / O HV 1 4' 0-20 AISI 304 QUALIFIED FOR USE W HT BLADE 1 VIII 8r RECENT HARDWARE MORTISE LOCKS SERIES 2333 HOOK BOLT LOLK. 6063-T6 ALLOY AND TEMPER ®HV 3/B'0-16 ACETAL � / _ O A IPINSITT10N WILL REQUIRE A 7/16'HOLE THUMBSCREWS _FRIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 1 & A DRILLED AT TRACKS FOR PROPER EMBEDMENT pUAUFlm , 1 1, BLADE QUALIFIED FOR USE W/HV BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ✓iI' O 2015 EASTERN NEGL SUPPLY.OIG .......... 9 viceNsBERTHA HVtM Accordion Shutter System 1 L ECO N A.S ;S.A. KV.BADE AL1 W/OR W/O HK WHDON BADE Amerlecn Sh�WMr SpUms ooel®n9R urt oRunv er: ML TIWT TESTING&ENGINEERING COMPANY S W� Aswelatlon, Inc. OLD 11-1s2 {/I3/ls oAe {/u/1s 4 `� ess MR.3aN.Y.Sla M.MK91M co-m r10Rul�,a Pnaa.;t3p3)a71-1330.Faz i(363)871-153, 4266 Westroads Drive z DRAWING NO e"o, N® �m.E West Palm Beech, FL 33407 15-085 s f DHS P.E. SEAL/SIGNATURE/DATE u` ""] N a I ,i , I I I SHUTTER ASSEMBLY SCHEDULE FOR HV HV '/B•D 12•YIN. CE 41 re BIAOE P _ '�• 01 HV BLADE 1 1 .1073' - ® HV BLADE 1A HV WINDOW RUDE Afi25' x 9825 825 . ' ® M BLADES •e OPENDi +525' _ Y FIV LONG RECESSED NYLON BUSHING o MCKUE .0825 o.os ® F ( ) FN SHORT RECESSED NYLON BUSHING ® HV NYLON WIT WASHER DOR® v' Z nAT PORTION - P1r.{7 / ® HV WHEEL CARRIAGE AISI 302-303 SERIES I I NNS q 4 44 ��.2. 0.870'x3/16'THICK NYLON WHEFl. 3 I I 2 7/B•xaa M't'Ax 0.188'0 AISI 302 SERIES S.S. RIVETS 315'0 8�N .Dazs' 7sDo ® HV 1 3/4'ACCORDION PIN W/@8 HEAD; EXTERIOR�4 �47 j OPENNGS .73/4 �/4, 0825 aNDex._. ® HV 2 3/4'ACCORDION PIN W/®8 HEAD* 0 4 !2�IT^® POLYCARBONATE IMPACT RESISTANT W WINDOW TYPICAL HV WINDOW BLADE �A AND POLYCARBONATE HV WINDOW DETAIL DOR® 4 or gg® . [VE'UINOX F0) j DOR® i *POLYCARBONATE IMPACT RE�I�TAM HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE RESINS,UV-STABIUZEO GRADE OR SABIC t I 'Ta BLVIE uE INNOVATIVE PLASTIC LEXAN 103 RESIN DOR® i (SEE NOTE-F-ON SHEET 19). (1) W PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR EXTERIOR POLYCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ FIV 10 OR HV®BLADE. JCAL SHUTTER ASSEMBLY (2) HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT xv PIN®ERa.0 RDDmr ��p o, EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1Q (SEE NOTE FOR p,D2{• BLADE'S NN,CKIE. o2.s 0007 , ow mAr BLADE WHEN CORRESPONDING TO INSTALLATION 'I1', SHEET 7. REQUIREMENTS) •Dq' O �sllaxmN Am o® .nm..+. Dam c.I. TW. flOelell SInWIN M Im ASIx W W 17am"M Ia+eD wL (3) HV PIN®OR®W/ 1/2'O.D. 1/16'THICK S.S. WASHER O rlaerDL PmuAs ISIM mvD Dlaom w. aaAm P.I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, SHEET WHEEL CARRIAGE DETAIL R.T3. ASSEMBLRY Y LAYOUT Am Den ov o-t oAa eFlf rlelYl ATIYmPD 10W T BmT a� AYm _ IINSM1C 9DmICM MIDI�IGlllDali AS1Y W e911 Wl. 9eM V� In HV BLADE SOLID & X79 HV WINDOW BLADE DETAILS N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zane m 2015 EASRRN uETAL SUPPLY.INC. BERTHA HVTu /TiL E C O r.1:. A.S.S.A. Accordion Shutter System 1{V.BIADE#1 W/OR W/0 H.V.WINDOW HALE American Shutter Systems n. oarmnox wIt DVAw,B.: lu TILUT TESTING h ENGINEERING COMPANY T ;*S Ass elation. Ino. + QLD 11-192 {/13 Is MTE 4/13/15 • TE OF aw n.e.em,.s.s.aax w+ewA eM®D.Pw�x1+e O' Pnm.;(M5)07I-1510.F.:(W5)a71-1551 4268 Westroads Drive s DRAWING No o-n,m U-0.com Wast Palm Beach, FL 33407 + 15-0 NONg5 '%. 0•......G .` IE.LiFN A,wn°11.eir.P.E 4 NAL EN;�� ��U�/44— 5 SHEET P.E. 6;�4111h�&/DATE . 4 OF 20 L I, ii � Il •NOTES ON HV LOCKS AND CENTERMATESe ") ® "®•®°'® 1.MANDATORY CAlIDITIDY Ale ONE AIV LOCK®or®SHALL BE USED AT 1/2 OF SHUf1ERUP TO 05'.ANID FO ALSPAN FOR ANY SPAN OnEVANSJ ANY 71 HSV LOCK or 62.A AY BE:USED AS AN INSIDE SPAN FOR OP OUTSIDE LOCK.ATTACHED O Q11nOR CENTERMATES W(2)1'14/-20 x 1/Y"LONG MT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON Dv©" LYRICAL SH ELEVATION. ,'I 2 IF OESIRED•I,FOR BETTER PERFORMANCE OR FOR SECURITY PURPWES.UP TO TWO FiV ®" LOCKS OR Y BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CFNRRYATES OR®SFNLL BE AS INDICATED ON NOTE1(1)ABOVE LOCATTIIO11 OF LOCKS SFNLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ►XyD i, J.JgEgg CONONLYWHEN II •LOCKING RODS ARE NOT REWIRED AT IIRRIGWE POSITION.BUT MAY 4w S � a® "® E USED IF DESIRED LTD ETU(M10E SHUTTER PQ70 CE LOCKING RODS OR AN ALTERNATIVE DEVICE WAY ALSO BE USED AT STALKING POSTIION(NON HURRICANE POSITION). Off. II 4 YANGTOiM mN01T 1 A2.ONE NV LOCK ® BE USm AT CORNER CEM E OR I FOR ANY SPAN® �7II AND MSTAIIAnONS AT'ANY ETEVAnON.HV LOCH 1p�{ '4 BE USm AS AN OUiSmE OR INSIDE LOCK, II ATTACHED TO 23 CORNER CENTERLIATE W/(2)1/4"#-20 x 1/Y LONG MT HEAD S.S.MS.TWO LOCKING RODS AT 70P&B M SHALL BE USm.L TION OF LOCK SWQL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. me-RYc ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. A_S4 OR •ONEALTERNATE FRI LacK MAY BE IN Um OF HV LOC( FORANYSPANAND(NST TIONS AT ANY ELEYATKIN.AL NATE LOCK W1Y BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHYFM �� $ OF 1/4'0-20x3/4'SS.THUMBSCREW 7016 OR�CE'MFfAlATkS BILIN.BE MADE W/1/4Y-20x3/4'ALUN. Whr RNNUT AS SHOWN ON SECTION HIE,SHEET LL ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( / �oMB13R, C_ LOCKS AT 1/3 OF SHUTIFR SPAN. !,; V ® B.UANOATORY CONDITION .FOR IaY$Id1F "J11N0 SVI TIONS ONE HV LOCH 0 or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY,(SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPALLS UP 70 96',AND FOR INSTAl1AMINsAT ANY ELEVATION.HV LOCK 0 ar®or®I1AY BE USED AS AN INSIDE OR OUTSIDE LOCK ATTACtIm 7D 6 or®SYNYEfWCAL CENIEHMATFS W/(2)1/4'-20 x 1/Y LONG FLATHEAD S.S. CSEE END-J ONNECTION Uq eTION OF BOLOCK I TTOM SHALL BE AS INDICATED ON RY.��SHR ELEVATION.USE OF LOCKING RODS®W/ OCTADY 10 S ON %IA( D F E X 1 J Y L ! 0 Y i S & ISTYR FULL n OF CORNER *NOTES ON HV I"T" LOCKS'iAND CENTERMATES: HEIGHT. CEMt.SECOND&MMUE 10 UMMMU CONDITION#I VALID ONLY FOR W-r I AND ERMATE DERIERMIRES ®:ONE AL7EATU7E HV'1'LOCK MAY BEI ALLED M UEU OF HY=0 OR FOR ANY SPAN AND ©�®�©•7Om®a+�•®� ALAnO AT ANY ELEVATION.AL nz LOCH Y BE USED AS AN DVSIOE OR DE LOGIC ATTACFWEIVT OF LOCK ING.UD6(USING flONFORCINC ,AS SH(WJN ON SECn_HVG,SHEET 9,WHICH MIST BE 10•®^�©•®a©•®a CONNECTED TO CENTEt(W76®AND®'W/1/4'0-20 x 1 1/2'LONG S.&THREADED BOLT W/718`0 x 3/32' WINGNur OR W/1/4 0 20x1'S.S.Y S.INID A 1/4Yx 5/B'RNNUT. CK MAY BE INSTALLED AT MIDSPAN OR fY ©•Q7 •©"1©•O•®"I MAIDMUM ABOVE ANO BE7DW YIDSPAN.USE OF TWO IACpNG RODS TOP AND BOTOM IS MANDATORY. Q•®�®•®at® ®© ® *NOTES Lo 1. Y0 XfW:ONE ALTERNATE HO LOC%(R MAYBE USED IN UEU OF TYPICAL n HV BLADE SHUTTER ELEVATION Nv LOC S aR FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.AIDFAN/nE LD LOCK®MAY BE USED N.T.S. AS AN INSIDE OR a LDCIL.ATTACNIIEM HD LOCK LSA 1D GG9 IS W/3/B:J/E'F.H.SS.YS,AND OIClD0E5 REINFORCFNENT INSFRT AS SHOWN ON SECTIONS NDB AND IX'rHVC,SIDET 10.LOCK MAY BE AND AT MIDSPAN OR 12'YAOMUY BE1DW OR ABOVE(ICDSPAN USE OF LOCKING 8009®S COMPLETELY OPTIONN. � 1 FLORIDA BUILDING on High Velocity Hurricane De o•�\``�EP A;T/(f/ly, i 0 2015 ElSTERN METAL SUPPLY.INC. `'SSP'uCENSic'�9-- A S S A Tm Accordion BERTHA nttSystem 11. E C O,,,. ■ ■. ■ ■ KV.NDE#1 W/O(W/0 KV.WIN IW BLADE Amertcan Shuttir Systems LY. DCAB,D6V DAL[ DRA11Y aM M,. TIWT TESTING k ENGINEERING COMPANY 'o STATE OF .' _ ———n.A,.3D1.-tAlegxs,nNmA mtAssoclatlon, Inc. I OLO n-1 sz 4/13/15 DAID 4/13/15 ,� � rY,me:(3W)e7f-IS30.Fa3:(ansM71-1531 11 4268 Weatroads Drive a DRAWING No Gl.�eoaL�D West Palm BeOcli, FL 33407 3 y'nsS%ONALWAa7En 00574 PE ' 15-085 I 1 FTDRDA L A N18T SHEET S 20 P.E.SFACf51tlHNH1RE/DATE , ;f I, III II' i I i I I CRETE ANCHORS POURED CONCRETE POURED OR CONCRETE BLOCK ilV�ZCPOUH� CON '(SEE,SCHEDULE ON F EOWRED MACMNE SCREI314'S.S. RFpUIREO SHEEP 1]) CONCRETE ANCHORS M/1/4 SalE;TS REOViIUD EOR (SEE SCON W/1/4•-20 CONCRETE ANCHORS I©18 �.TSImtC(�uoumRVl®oM 4FE Yt SNEEf jrJ) NUTS 0 12.O.C. (SEE SCHEDULE ON SHEET 13) 1. I' m14 D Yin. I 220sa]C/4•S.S. Eon' -- -— USING 1/4•-2D NUR 1 - - 19 0 12.D.C. E 0.r �• .2S0•M- - - ---13 m 9 -- 3 .250• 0 -__ .250•Ya.. 0.1 -- \\\ Nm. L E OPTIONAL -I `-0PRDNAL f 1i m --oORA o NG GLASS Mw.sEPARAnON To 4 1 E1051ING ® 1 � I e �(SEE SCHEIME ON SHEau 11) C1A55� 9�mTe® I WN.SEPARATION TO GLASS LL- (SEE SCHEDULE ON SHEET 11) °"� ' ©HV WALL HEADER INSTALLATION QA HV WALL HEADER INSTALLATION (g) HV WALL HEADER INSTALLATION + KEYSTONE MIN.SEPAPATION TO GLASS aG G (SEE SCHEDULE ON SHEET IT)— ORVa 1 F%eTINC-. G�I m I 1 ®• � KIN.SEPARATION TO GLASS 1 GV55 L 1�� TI{� (SEE SCHEDULE ON SKEET 11) a mn® d —Ne _ OPTIONAL GtA55� � 1 t/4. I ( 1/4'Nm. E. M �aPnaNAL D+O5 O. 19Ai -- 2 OR® t/4'r-20A]/{•5.8. Mh p.. PHEPD1/4•F20�J/4'SS PFOWPS MACHINE SCREWS USING CONCRETE ANCHORS TRUSS HFAD YALWNE SCRENS wCRETE ANGNOR$ 1 18T 1/4•-20 NUfs o 1Y o.0. (SFE SCNmIREONw/1/1•-20 NUS o Iz'O.C. (SEE SCHEDULE ON SHEET 1J) Ntn. POURED CONCRETE SNRT 13) OR CGINCRETE BLOCK POURED CONCRETE OR CONCRETE BLOCKORS pEDUIRED 1°ALL RZOW QD HV WALL SILL INSTALLATION r�RED (SEE SCHEDULE°" OF HV WALL SILL INSTALLATION OR CONCRETE BICC WALL REQUIRED 0 HV WALL SILL.INSTALLATION IHOLE PDR DNRINATION°F SECTIONSINSTALLATION DETAILS_W/ 1-SEE SHEET 4 FOR TYPICAL SHUTTER •E D..EDGE DISTANCE SEE UY ATIONS OF USE FOR HV BLADE ASSEMBLY SEE SPECIRGTONS ON SHEET 1» BLADE SHEEP 1B 2-MOUNTING SECTIONS CAN HE COMBINED N ANY WAY TO SUR ANY INSTALLATION. 11ttTEIT1 FLORDA BUILDING CDDE(Non High Velocity Hurricane Zone ```�SER••:••���,� 02015 EASTERN METAL SUPPLY.INC. BERTHA HVTM' IL E C O INA. S.S.A. A Accordion Shutter System KV.RXE gl w/OR W/O KV.WWW MAX !f /,� *_ Amerlean Shutter Systeme D6FJOPf10K m1a oRAwx T,r: ML. .O; (AT 01 TIWT TESTING s ENGINEERING COMPANY Assoelotlon. Inc. t OLD 11-192 H7J/15 eae 4/73/75 4268 Westroads Drive a PAm.e:(]05)01-15J0.Fm:IJOS)B21-15]1 DRAWING No -.,,�Fy••..........G� w:R.wae� Wast Palm Beach. FL 33407 J 15-085 q S/ el" ®-0505T1M 4 A, NAL E\ WALTER A Yl—Jr.P.E. 4111 IHPt naRMA Ul /44167 5 SHEET P.E. SEAL�SiI�NATURE/DATE a 6 OF 20 i rl i 'lII I f II ILII I CONCRETE ANCHORS POURED ; IAL sDwaOw • CONCRETE (SEE SCHEDULE ON SHEET 13) '%GlPs;al 1 OR ® pOSDNG 'i 1 ' mOOAfl 1 REQUIRED EDGE OF '�sm m�� I Ci ff'm PPuUTsIRg EO NNG amore® I \ 9 IaENA 1 EInst'' ANCHOR LOCATION I I. TE SCR S WASHER HEAD J/3 1Hw TEK SCREWS O 12'O.C. EDGE OCONCRETE ANCHORS IF(SEE SCHEDULE ON SHEET 13) EDGE APPLICABLEEXISTING ' „ SLABAB IFFC/5S—rE�,IF 1/2 1 DICE OF APPLITABLE ���� Q /PPLd6LE POURED 'I,I POURED FIAT HEAD CONCRETE ANCHORS'�1 Aa¢ 4 POuf✓EO CONCREDEJ I3muIRED CRE CRtMm (gE FDUIE ON SHEET 14) a Efm 1. ® CONCRETEn,R HFi1D CONCtEEE?IANCHORS NEW Rm 0.— LL-11I. (SEE SCHEDULE ON sx`14) 11 .TRENCH INSTALLATION D ONLY FOR UP TO+70.-75 PSF A.S.D. Q HV FLOOR INSTALLATION t OI HV WALK—OVER INSTALLATION OEM SCHEDULE ��n's x FOR SPANS PER ®HV CEILING INSTALLATION E as�D CONCRETE ANCHORS —I� (SEE SCHEDULE ON aae�1p ”—� SHEET 1S) f/46 m aeml TMeN W/ O I EXISTING 1e a ExisnNG—I I EXISTING ° :iD]D.26Y OR 1/4 fORR9 I 1/4• CLASS—' GLASS-�l9®m�,c a,-n) ' _­@ G=-1 m EA9aF18 rrRw o a mAtL D M.'M'd swl kD oc 11H snNs IAICAIR 1NW I 1/p 1 r-W UP ro Wd HK Am7 i L7 , SDIANT Ai E\f IR EASDN01 HEAD DTP.)ISFE NOTE It 01 SLEET 11 9 3 CR Q /70x3/4•HEX IED yNlalla 3 8 1wx i WASHER HEAD I f WA TEN SCREWS /14x3/4' )TEK HEAD 1 B• O I2.O.C. 1 9• 8 TEx scREWs m a•I.a. ` 1/�'A-2wJ�4•ss Irs OR 1/4Y-20 SS.N.S. LONCREEE Ap10� •� _- 8�O J N4xJI4• S. ___ I'1/4• �,/(, VSINI 1/4'FxO xOR (SEE SCHEDULE ON 1 O G•0.C. I -_ Yta. i:< •tJ•o.G I SHEET 14) ,., •.•.•:•: FDmIaTI Nan SIWL'DIAAL CRO 1/2• 1. 18 :.:2m•NPL WAu TaM(DLTbIwNE I V .,I.�, EA. S947 EDGE F 14+3 4'F.H.S.O.S. .;1. WURO)f SLAB F t / 1 7 8• 1 7/8 APPLICABLE O 2•D.C. CONCRETE ANCHORS NOTE 13(E) NEnuam D POURED CONCRETE (SEE SCHEDULE ON GN SHEET 1POUAED NOTE 13(b) CONCRETE ON SHEET OR CONCRETE BLOCK SHEET 14) .:.t• •':•;:.;'`. REQUIRED OOR CC BLOC! 1'I CPnCiED orNL PouRm ®KEYSTONE MOUNTING INSTALLATION wED QK NV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION ""F°"R" arscx PNmRAs °1rT2 p° YM]YI31 SIIIIfER SaNI 4•d Q HV RAINGUARD INSTALLATION t Nil NOTE FDR COMBINATION IF.FCIIIN.. t THIS INSTALLATION SHALL BE I •E.D.=EDGE OITTANCE REDOYABLE WHEN PERFORMED ADINCENT TOOF 1-SEE SHEET 4 FOR TYPICAL SHUTTER (SEE SPECIFMADONS ON SHEEP 13) OR ENTRANCEA GPENABIE ENIfFin Ew8A0NN.—1.FOR 2ASSEUBLY McILNaNED INSTALLATION DETAILS W/ O HV BLADE MOUNTING SECTIONSIN ANY WAY M SUIT ANY DWAMATION. FLOPoDA BUBING CGDE Mon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. GENS `/ TM A S S A Accordion h Shutter System �L EC► INc. ■ ■ ■ F HK RADE#1W/OR W/0 Ill WDWRAE * ,�f American StillSystema Dom." DATE Da_BY N,_ TILUT TESEING d ENGINEERING COMPANY -o'• TATE OF a _,�,,,,,,,,,m• Association, Ina. 1 GLn tt-ts2 4/n 1s oae 4/1-3/15 — PN.D.:(303)BT1-ISM.F.:(M)1171-1531 4268 Westro'ads Drive 2 DRAWING No '%1"•..`W^"'. '\ .-mm:UN.W.a.m,,, West Palril Beaih', FL 33407 3 '''',SS/ONA1.E��"``` WALTER WT&.P.E ' � 15-085 AN M IIA FLo1mA INc I"In 3 SHEEP P.E. S '5IR''GE/DATE I a 7 OF 20 I IiI I' I II '' I �I I I I I H I tl SEE END WALL CON 10 & In f INSTALLATIONS W 1 HV SEE NATES AT LOCTONOAND ROOs®.HV LOCKS©m0 FOU-71 UT 9� I N ' �ewmxc cuss /� **"E 9vsK oEruE RW IS MO-R TILL i0 BLADE W HV CENTERMATES c «' �'�"—(D ©«®«©•0«©«�•®« OR scc can WALL CONNECTION 10•®«®•®«©•®« COSTING cuss QUAILS ON SHEETS tGOa�-Te Pf1e1� '• OPPOSING SYMMETRY-CAL ANOEE W/(2)I/a•�TEFLON 1/2• ANWdS ro coTE I «®�® CENTERMATES CE M TES MIN.SEPARATION (1OP/B0x0°) p1o,3/4•s.M.s.0 12' W/ HV LOCK oroS' (a)i3Oa1/2'sus.70 LUBE i O.F FULL LENCHf. LO O W CHER AT EACH AN (SEE SS SCHEDULE ( ) * 3 ON SHEET„) 5 ®« * 35* I N * 1 1 ® 5 IT2. «® - z• ®«O O«O® ®« O OUT ®« to•®«® ®°©•©« HVA «® HVB rE%mNG cH�C POURED CONCRETE OR REQ ED mxc '®«�'©«I SYMMETRICAL 6'�' «�'�'®"' MIN.SSEEPARATI cEwu a•®«Q9•®«t®•�5 J'` N CLASS ' IN ®` (�scmu,E 5 IF - W V LO CCK�B" (INnoxu O�®«O•®«�,� ON SHEET 11) FRN.SEPARATION «©•® ®u * (INTERIOR) «®. TO GLASS 55 ;,i IN (INTERCR) ------ — — ------ -------- O UT CONCRETE - _ ' ' ANCHORS e --' -- -- - « * 3 VARIES 3 OUT s,/z'PWf.suac (CaEwoR) FO—U-11 H V E HV F** HVD fl.ORDA NUING CODE Non High Velocity Hurricane Zone "`Toouu IbP4l1T..� ®2015 EASTERN NErAL SUPPLY.INC. A:71C(/T✓,����� BERTHA VRA Q ` CENTE A S S Accordion Shutter System CT0,,7- \ . . ■A. KV.HAVE gt W/CR W/O FLK WNDOW HALE *;• Ff:*� 77WT TESTING g ENGINEERING COMPANY American Shutter Systeme E. Gac®RON wrz oPANN ec Ni. .o'. STATE OF '�= w xa.J6'"•s••e"m•"R°""a"m'Ns•` "" Association, Inc. , otn„-,S2 s 1],5 are a/tS/15 :ao ;(xi2)aT,-15m,r«;(30]JBT,-1S]1 4268 Westroads Drive 2 DRAWING No F �.tM-O.— West Palm Beach, FL 33407 a 5-085 i�rFS.s:%Q.A..L...��VN`��� WMROA u%u1eiE s SHEET P.E.SAL NI{iNPTE/DATE e 8 OF 20 i I� I `I ALTERNATE "T" OC V I AEF AL "T" LOCKS CENTERMAXES8 & 'l LOCKERS BLADE SEE END CONNEa1111N Dala ON SHMS+D r Is INSTALLATION n HV BLADE —OU-T-1 IN ��°m ° a armsfaaa oaan N E,Nmq m w sir e, �W/ HD CENTERMATES 61 '®aO'O b'L!•®' �esfL Az uw.Dsv.rtn.ma fva[O)orrN<Nao-xw. I 'il i 7 w a xtrzc w t�snxr,fur s usrn enx ne a j �•®w®'Q�©•®w maa wens I ,,f,ll eer END WALL CDNNECr10N I ©•O•®w©•O•®w DETAIL ON Slrrtis+O a•+e f�•tioow"'womc (aPfcxW N W-4 jpeap•sxs.fr ------ ---- ,-----�---- --- -- � naw.cc(>M I aclmLfauxr. s IN (4)NV. ii IN $ 5 3 ®LOCK T(INSIDE) 1 ° RrP.I '.I I .ur vus GAJ ------ ___—_—_—___ f u.• O 5 1 2 1 C 'I OUT 31 ox 3 31°R® 31 on L@— 31 0. sta More a ro9 fry fnaf 1/4•' 0-20 x 1 1/2"S.S.M.S. 4 (ovsfuW # ®• * 2 w/ 7/9"0 x 3/32"WINGNUT. I (ePmfvU HDB=HVB OUT HDC-HVC T fnaf.w sNfT% SYMMETRICAL HD CENTERMATES ©0 HV"T"LOCK(OUTSIDE) SYMMETRICAL HD CENTERMATES y—G* W/fid LOCK(EXTERIOR) ft LOCK (INTERIORI f sums.aw NNmnIY .� �wQ'lOwOw®'®w tin.uo0 fa>as1:nux nef 6 Aa uv us�x[n�eruffi aoar i ��®w®�:'i�'©'®w 3 � I m t�nomw mooim®•w®mows�ra si ewava name—te— :I, fu foewnn.snrwiuo.m..uc0 i, HDD-HVD�� 'I aOATING STACK I FLORIDA BUILDING CODE Non high Velocity Hurricane zone .....(�(/'aii �I ®2015 EASIERN NEPAL SUPPLY.MF y>Q'uGENS r�9 a BERTHA HV7m 1L EC O.N�. A.S.S.A, Accordion Shutter System HV.HARE gt W/ON W/O HV.WNI WI MADE g Qr /j�!*_ Amerlean Shut6r Syaftma oQemne a,R mun+e .L '- TATE F ;�` T 11T TESTING A ENGINEERING COMPANY I Aa7"Claff". Ina. f OLD 17-192 4 f]/15 wte 4 iJ/15 Sta�.VOR81 aVme4 noes yf fmn.;(]os)en-fs]o• F-:(xis)e27_fmt 4288 Westroads Drive 2 DRAWING No mtw:..me.w�. West Palm Beach; FL 33407 s ...0 ��� re 000ene 15-0h qhf fNAI NNtp Nn�xoaAuufei "',I s SHEET P.E.S I�AATURE/DATE e Y OF 20 i l' I' L� I'I it i I l'I POURED CONCRETE POURED CONCRETE URFD CONCRETE PWRED CONCRETE OR OR 00 OR OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL BLOCK WALL REQUIRED BLOCK WALL,REQUIRED BLOCK WALE REQUIRED REG UIREO IXISTING G IXISRNC GLASS aasnNG mAss CONCRETE ANCNO FASTING GLASS Y u91 e 16•D.C. r—j—-s MIN.5 IA MON ——r—-s — j ro CLASS(SEE MN SEPARAOat uN.srreaAnaN EQ Ea ro aAs(SEE 1�14EB�mRA 10 GLASS(SEE ro aA19(s¢ somAE aN suYY t/1 e•.3•MAIL w stEr 19 FOR SOEDULE ON sIEET 1 FOR_ 1t SHEET Its PON (fi06]-ili)COM. aAaFsme® / \ ONBA06me FOR 1/21 FOR WM(DAND , 1ON 19 FOR (LOCATE AT a sEEr 1e Rn GLIM.CLosER T—r FIIHIR Sa]E 1 H/OESme® PUTS(TO 1/2 CFO) AT EITN OF(UE D) USE t'OR 2'NAIL /2'M& /1aK1/z•s.M.s. I ----' (,�w Gu cuP)Ar�iciee'mV e10.11 6S O.C. --_—_ O 16'O.C. _—_—_ 1 P117 4 (Sas]-re 2-S. AT NCN/1m1/z•s.as.rop(zpprAPcolts ANcxoaSEE OETNL%N WALL AT 1'O.C.(LOCATE A5 SIDE CONNECfxIN ORETHER 51DE OFp)1 OR QA' SEE DETAIL x FGR pR�' ro TPACKs �� SEE DETAIL x FOSIDE CONNECTION ®-�A"Or^B •®- 9OECNNECTI1 @-6T^a 1ql. . ro TRAC S - -s r.e ®- 1 ® roTRAC ©. END CONNECTION DETAIL(3) END CONNECTION DETAIL END CONNECTION DETAIL 01 END CONNECTION DETAIL20 ♦REQUIRED ONLY FOR SP/WS GREATER DIAN 12'-0' POURED CONCRETE OR 4 �E1(ISTING CIf55 CONCRETE BLOCK WALL �—GLASSEXISTING 4 REQUIRED /1 1/2'S.MMN.SCRAMON . TO GLASS((SFE O I6' M91 S5NAI1ON D V, t) OR<@OR@OR s0HEDL`LE ON TO MASS I MACE m CON 1/2'IDN. 5(2EDBpa�9EET _--- ON SHEET 19 Fat ANCHOR o 11 FOR BADEMANo 4 ---- --- aR DR 1 oa t CONCRETE BAD6mA Q� 12.O.C. M SHEET 19 FOR rJ B/AEE®e® _____ OR@ ANCHOR 0 16' 1 2 MM. 4 O.0 —_ f11m. _ _-- 6 OR®OROGR 2'NTN. EO ♦SFE 101 AUONS OF USE FOR ��L�B/ y BLADE ON SHFET 19 ©OR®OR(BOR(9OR( AEW 5 1 OR QA' PLAN POURED CONCRETE OR °R m-©•O-O°�•®- , '®-©•O.O^®•®- NDDET SX L ION _ CONCRETE BLOCK WALL REQUIRED REOUIREO O.O•®-©•O•®- (�HV BLADE OR go HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 p•®®• •®^Q END CONNECTION DETAIL© -®•® FLORIDA BUILDING CODE Non High Velocity. Hurricane Zone O 2015 EASTERN METAL SUPPLY.INC. A:Tl �CHVTm ENS 'l�9 A S S A Acc BERTHA S fitter System /TIL G O INC. ■ ■ ■ ■ FiV.BADE 81 W/OR W/O HV.WNDUN BADE IFk.. /JiTk_ Ameriecn Shutter Systems 1.v.H 1KSR®RON wrz RRArK 1m L TILLIT TESTING k ENGINEERING COMPANY AQslotion, Inc. 1 OLD 11-192 4 1J/15 two 4/13/15 STATE OF ?¢m " ——a.s..zm.11,aFA 9Nmda-m1 90 — Aon.;(39s) 670 6TL-1 .Fm:(M)e)1-15]1 4268 Westroads Drive a DRAW NG No ry'F�SS ORI �G\�`` �® �Tuff .PE West Palm Beach, FL 33407 15-085 / SNEET P.E.AA'Nlti Ap9f61VA4FURE/GATE f1nsm L`1"to "i II i . �l I nl I i � I I, SCHEDULE 01 SCHEDULE�2 SCHEDULE Y3 • MAXIMUM SHUIiER SPAN 'L+'OR'L t Z L MAXIMUM SHUTTER SPAN +' IMUM SHUTTER SPA* � (ft.).FOUR INSTALLATIONSIN / OR t ft. FOR INSTALLATION rcru0 j • . & ar or ( ) R'L-•(ft)INSTALULNONS IN W/ CONCRETE& W/ONE H.V.LOCK ®or®-or or s � & W/ONE)1V LOCKS MANSORY WOOD (POSITIVE A_&D.DESIGN PRESSURE RATING. HO LOCK®W/NO LACKING RODS or ONE HV LOCK or r® OR W/NO LOCKING WALT• A,B,C,0,E, N,N,0,'P.0, p A.S.D.MAX. PRESSURE N FOR G A GIVEN NEGATIVE CENEERMATES®&®W/ONE HV-r W/NO LOCKI C RODS® ODS MOUNTING F,K 4 L R,S,di V. LOCK®W/TWO LOCKING RODS®TOP& (SEF NOTES ttt) (VAUD FOR MIARMCQ BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR CONCRETE a W000 G,H,I,11,J T,U,W.I,&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CDLNG: CONOM E a WOOD INSTALLATIONSCONCRETE MOUNTING &M �, A26 Of9W Asn,zo. INSfAIUDONS GIVEN A POSITIVE ASD.DESIGN PRESSURE RATING. WALL MOUNTING MOR/COl➢(C WALL MooN106 DETERMINE MAXIMUM SPAN•L+•FROM SCHEDULE MOUNTING ) a 11o0N/o01IN0 YWNONG I� ,j',,I GIVEN A NEWTNE A.S.D.DEMON PRESSURE RATING, (.m-) FLOOR,"uauxnMG luaIiNit. DETERMINE MOOYUM SPAN Y-•FROM SCHEDULE LI 1N L- L.W L-@1 L1 LN L-QIJ L• L-09 8 MAXIMUM SHWTER SPAN 1+•OR 7 Ftifl 30 OR LES 16'-0• 16'-0' 16-06 I6'-0" 30 16'-0• 16'-0" 30 18'-0" 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO � FINAL MAXIMUM AUAWABLE SPAN IS EQUAL TO THE 105 pt.A.S.D.DESIGN PRESSURE RATING. .1;I MIBIMUM DETIFMMED SPIN BETWEET4 1+'AND 1 35 14'-10• 14'-10' 19'-2' 16'-O" 35 14'-10' 14'-10' 35 IS'-2• I6'-10' 40 13•-10' IS-10' 14'-2'.. 15•-2 40 13'-10' 13'-10" 40 14'-2" 15'-2 ''1 (])PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR 45 15-1' 1]'-1" IS'-A' I4'-3' 45 IS-1• 13'-1' 45 13'-4' 14'-3' t MV CORNER CENfERMATE I/]MAY BE USED'AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12-5' 1r-S" 12'-B' 1Y-7' 50 12'-5' IF--5v- 50 12'-3' 13'-1• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CEILNG MOUNTINGS: 55 11'-70" 11'-10" 12-t' 12'-11' 55 11'-10" 11'-10" 55 11'-1' It'-1I' SAALL BE AS INDICATED ON MANDATORY CONNTION 02 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 11'-4' 11'-4' 11'-r tr-4' 60 11'-4' 11•-4' Go 10'-2• 10'-11• NOTE(f5.SHEEP 5. jl RATNC: 65 10'-10" 10'-10' 1(•-1" 11'-11' 65 10'-10" /0'-10' 65 9'-5' 10'-1" •, DETERMINE:, _ 70 (0•-6' 101-61 10'-9• I1'-S' 70 t0•-8• 10'-6' 70 W-9' 9-4' LI+m MN(.SPAR FOR WALL MOUNTING INSTALLATIONS. _ L2+=MAX.SPAN FOR rutOR/COLING MDUNnw 75 10'-1' IO'-1' 10'-4' 11'-1• 75 10'-1• 10'-i' 79 - B'-9 ttEXCEPT THAT MAXIMUM SHUTTER SPAN'L+'TOR NSTAllA710NS 80 9•-10' 9'-10' 1D'-O' 10'-9' 80 W-10' I 9•-10' _ "L'AND MAXIMUM ASD.TIES NG PRESSURE RA1V)G FOR FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE 85 9'-6' 9'-e' 9'-9" 10'-5' 85 9'-6' 9'-0" IFSfN1ATi0N5 INTO CWNCRETE TOR WNCT✓f7E BLOCK RATING: 90 9'-36 9'-3' 9'-5' t0'-1" 90 9'-3' 9'-r SIWL UA01ED A FOLLOVIi` DETERMINE: 95 9'-0" 8'-9• 9'-2' 9'-10' 95 9'-0" 0-9" 1-CONNECTIONS TO KEYSTONE MOUNTING'' LI-.MAX SPAN FOR WALL MOUNTING NSfAl1ATI0NS 100 ' 64. - 6'-4' 9'-0" 9'-7' 100 B'-9" B•-4• MOUNTI TO ILIMITEDON SH p.e7 AND 8'-0'SPAN;SEE IN MAX.SPAN FOR FLOOR/CEUNG MOUNTING 105 8'-7" 7'-11' 8'-9' 9'-4" 105 8'-7" r-it' MOUNTING MOON SHEET 7.11 Il INSTALLATIONS. 110 8'-4" 7'-r 8•-7- 9'-2' 110 81-4' Y-Y I FINAL MAXIMUM ALLOWABLELOWABLE SPAN IS EQUAL TO THE 115 B'-2• r-r 81-4" B'-u" Its 8'-2" 7-3" SEPARATION TO GLASS SCHEDULE MNINUM BETWEEN11-'AND 12- 120 e'-o' 8'-11" 8'-2• 8'-9" 120 B•-O" W-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-104 8'-8" W-0" 8'-5" 125 7•-10' 0'-0' .:'I ALLOWABLE SPAN AND NEGATIVE ASA.DESIGN 130 r-8" W-V r-10' 8'-1" 130 r-0" 6'-5' WIND ZONE MINIMUMII I PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7" 6'-2 7-9• Y-0' 135 7'1T W-2' SEPARATION 140 7-5• f::I 7'-7" r-6" 140 r-0• 5'-1r ASTM E-1996 145 7'-3' 5'-9" 7'-5' r-r 145 71-r W-9" TO GLASS 150 7-2' W-7" r-4' 7'-W ISO r-2' 5'-'r I, 155 7'-0" W-5• r-' 6'-9" 155 7'-W s'-0• 1 THRU 3 160 6'-It" W 2" 7'-1" 6'-7' 160 6'-11' 165 W-10' 5'-1" r-0" 6•-4' 165 W-10• 5•-1" 170 5'-9" 4'-11' W-11' B'-2' 170 0'-9' 4'-Il" II 175 8'-7• 4'-9' 8'-9' 6'-0" 175 6'-7• C-9' 180 6'-8' V-5" 6'-8• W-10' 180 6'-6' 4'-0' H V B LA D E 185 6'-5• 4'-6' W-7' W-8' 185 6'-S" P-6' 190 1 6'-4' 1 4'-S' W-6. 1 3-8' 1 190 195 4'-]• 8'-5• W-5' 195 8'-3' {'-0• ' 200 8'-2' 4'-2' 84" 5'-3' 200 205 1 8'-1' 1 4'-1" 6'-]' 9'-1" 205 e'-t• a-t• iii FLORIDA BUILDING CODE Non High Velocity Hurricane Zane g111111t1111/fl/ff ®2015 EASTERN METAL SUPPLY,INC. 9E CoA` P. 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Shutter Systems 6v.x oluwE L TILLIT TESTING&ENGINEERING COMPANY Assoctaflon;l Inm D mox are en KL 1 OLD 11-1sz 4/13/+s w1e 4/13/5 6A167 = e3ss A.Sew<5. 0886 auras ReL13T15 p •;^* (05)871-1530.Fm:(3m)e71-1571 4268 Weatraods Drive 2 DRAWING No �r e-m 101. -L- West Palm Beach,j FL 33407 3 15-085 * STATEOF wI11a A R r1Jr.PE Mi00A U.i N147 j ' a SH 5 OF 20 y7i...SSION AL ..O`P 1 1' �I I I, r I 11 i� INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR HV & tfAl HV:♦ BLADES AS APPLICABLE X. SHUTrER SPAN + 0 — FOR INSTALLATIONS INTO WOODWITH HV BLAPE 1 ONLY SHALL WAIL ANISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSUREG SEE SHEEJ 19 FOR MAX SPAN & 1/40 TAPCON OR DES G SU FOR - do OR IN UNISON MCON WIM AOVMICED 1/4'0 TAPCON OR _ TNRFAOFORM TECHNOLOGY W/1 1/2'MEA W/1 1 WNH AWANLm THREADFORN TECHNOLOGY OF TNR OO MFA TO W/1 1/2'Min.PENEfRl1RON OF 7HRFMID MFA TO DIETING 1 OR E1mTItiC W000 IRAOER WOpp HEADER.(SEE ULE ON SHEET 15) ; imp I (Sm SaffIME ON SHEET 15) ' tCRL WS W//T' -2 IMCIOIIE SDEIIIAE ON SN3T "jYpq(� SCREWS W/1/{'-x0 NUTS �— ON SHEET 19 FOR O 11'O.C. 2 �ITING flifLS®@® >�I II l.__-TTI :.i;±..,•:;,r_ I(Iwp� wa1 I E%ISIINO YIN. • FWSH OR I I 2'N'WOWEQUI 1 OR®* 1 �.EG MIN. �WOOD 14"E TAPCON OR TAP N WRH ADVANCED IIFMFR RE01RRE0 I HEADER REQUIRED THR FORM TECHNOLOGY W 1 1/2' DOSIDHG I IYL I I I 1 _ Yin.PENEf11ATI0N OF THREADE6 ARFA To CLASS-1 TO AAs(SE 1 I DOSBXG WOOD HEADER. (_SCIEDU E al BEET Ep510VG wN.TEPA 2 N TO GIASS ( SCHEDULE ON s w 15) 1t FOR BLADE 0AAa SEE SCHEDUIE ON.SHEET ft W SHEET 19 illi G -'1 PLAT'LOM.SILL DAMSm@� PLATE REO'0. ON HV WALL HEADER INSTALLATION 1 OO IN rioN MO HV WALL HEADER INSTALLATION wN.SEPMARON TO—EU l ) ETOStINC 1 NPL SEPARAOON TO CLASS _ 1 f) (SEE SpImUfE(IN$HEFT It) IXLSRNG �1~(SEE SC16DwE dV SHEET 71) 1IN lJ E%ISTINC P'AC GG, WN.SEPARATION TO GLASS 1 ' G1A55—i WOOD (SEE SCHEDULE ON SHEEP 11) s /1801/11 REpLO.PLATE c 1 1/4'F20AJ/{'SS M I/4'0 20AJ/{'SS. ( I Aa D E SOWS I I NALHINE SCREYS WI I I USING 1/4'-20 NUTS W, 1/P-xD NUTS O t2• ; O 12'o.0. F26SH y: OR @B 1 °R� 1 as 1 1 OR 2'A4'COM. WOOD PLATE REOD. n+ y. tADVANCED THRFAOF�ORMN TECHIR•OL�OCY Wm/11 n 2'AC CONE. Mi.PENERNTWN OFOW'* AREA TO 1/4Y TAPWN OR TAPGON WITH ADVANCED ,'3 $ILL PLATE - DOTTING WOOD HFAOFR. 1NREADPORM TECHNOLOGY W 1 2' rTA 4b TAPCON OR NQg: flE0'0. _ (SEE�ImULE ON SHEET 15) wn.PFTIDRA770N OF iNRFAOfD Afl/FA INTO PLYWOOD \ CON WITH AOVMCEro 1-SHF SHEET 4 FOR IYRCAL WPlI.�� (SEE SCHEDULE ON S1EET 15) E]OSIING YfN.24a' 1/2 YIN.CN(, RFAOFPLYWOODEO'0. 1/2'W PENETFGRON OF 2-NOUNIING SECTIONS CM BE s.i/Y wN.COX PLYWOOD Rmb. SPUDS O 18'O.C. W�FM THREADED ARFA PRO PLTWOOD CONWNID W ANY WAT 10 REO D.PLYWOOD ' BE (SEE SCHEDULE ON s1HEEr Is) sort ATR DCirALATN)N. ®R HV WALL SILL INSTALLATION NG MIN.2'A4 STUDS O 1B'O.C.MAIL REO'D. ATTACHED TO STUDS DI PLYWOOD TO BE ATTAOHID TO STUDS IN ACCORDANCE ACCORDANCE WITH wm1 sEcna+x3oe of T1¢F.B.C. F.B.C.ECf10N 230E OF THE QO HV WALL SILL INSTALLATION • ON SHOP v ©HV WALL SILL INSTALJATIONFLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASIFRN YErAL SUPPLY,INC. a rit�;�,,y BERTHA VTN .......... I L E N.... A.S■S.A. KV.Il °#,rd�o�n SKV.WWN hutter System `�)E•��"'" TICCIT TESTING#ENGINEERING COMPANY American Shutter Systems LY.N •naG+,mDN u r owaH,.M N� *: * :'►r E 61St IL1A TWA.54 516 JOS,vROAA fJRDFl6.il(NiM J]le Association, Ine. 1 Gln 11-182 {/1J/Is M1E {/WCts PAana,(lo5)sr1_tEm.r:(JO5)ETI-1531 4268 Westrocds Drive a DRAWING NO �.L F @,m.w a— West Palm Beach. FL 33407 3 [o = ""°®-oDDE2,s 4 15-085 �r F 'CD��1`� WALTER u%s�itei a SHEET P. h Hd[ 6 ATE a 16 OF 20 it I I; �I INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR 1 HV & HV* BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH'1 HV BECE M ONLY WALL PUSH SHALL BE LIMITED TO 105.0 120. A.S.D. DESIGN PRESSUREFOR MAX /{{ H OSPAN & DESIGN LOAD FOR INSTALLATION W DE ] WORKING IN UNISON JL YAPCON WITH ADVANCED 4'.8•UNIT. OUSTING ,',hili 0 0--2'ON. THRFAOFORM TECHNOLOGY WOW REWIRED. EDGE OF APPUCABIE) OF 1H 1/2-L n.PPUWM71ON 1/4.0--200/4'S.S. OF DUMRAL ROOD SE l L`• 1' PHILLIPS TRUSS HEAD OF EXSDxG WOOD HE1II y^ E%1511NG WWO HEADER TG BE CER71FlE0 GY SCHEDULE ON SHb"' W/ EWS PEGLSIETtm ENGINEER OR ' DaSTING WOOD NUTS ARCHITECT PRIOR TO RTRUSSES OR AFTER O R' 19 SHUTTER INSTALLATION. 1/2• 1/2' O.C.MUNED T 4'0 TAPCON ORpfI511NC SfIFmTAPCON WITH ADVANCED.237• THREADFORN lEp1NOLOCY J/4Mac T10t.M". W/11/Y On.PENETRATION OF iHRFADED MFA TO 14.3/4' '.4•.1B•CONT.AWN.TUBEM.S. (6083-T6ALLOY)EXISTING WOOD HEADER.(SEE SINEDULE GN SNE7T 15) O 6•QC.I . 1 or Of© (3)S/16.0 LAG SCRIMS M r 1©or ILp ATE�LGEHSCOHlE.WS AT MOWM EXSTORG AM 25X• 1 MEMBER(Z ME.NRG�D EXSrINC HEADER REDD MOL.SEPNUTION TO GLASSI � OPEN HCE AT EACI WOIH)W YIGC GLASS5.110 1D ACCEPT PENS OF 1NWFAOED SGL1mULE ON$Hf1T 11) I s/1651 LAG SCLTEIY 3 MFA vALD MR Af CENTER OF TUBE 3 INSTALLATIONS WITH QS V WALL HEADER INSTALLATION I °�sDW x w W-o ASD.DESIGSPAN.TLa&o°Mo l aA®(5& E]OSTBLG I boa sERwmH B'-0'MAR SPM.TEES Cf/45—� .i0 aA4 pE FOR WOOD S ONLY VALID "I,�1 R BOM[MR � �40AE w wLr FOR WOOD W.Y01.DOUGLAS l EA�m!® (DOR 'I 11 a6 a¢mxo GRAVITYOR OF 0.50 AS OWGLAS NalaT,a lw ,-SIL SHEET 4 SDR TOXML SHUTTER ASSEMBLY I O mA® T OR®� OR EQUAL SOUTHERN PINE Na 2 2-MOUMM0 SECTIONS DOI BE mlaNuo TT HV CEILING INSTALLATION M AM ray To suR ANY 1xsrAUAnIO1L u V G I to EAA4�(SEE 1)OR '.II I . ION.SEPARAOON roans Jm I SEPARATION I 1 �--(SFE SCHEDULE W SHEET 11 °�;a� I sur,r iw -{ON MASS SCHEDULE I 1 1 naslm� 1 I waosmeQ� \ Ion W Er51) 1 j ANCHOR AI 1 1 I W ILOGTIONi',11 Ep511NG�., FOUSN 'R 7 I �MtE W'SN�4M II �EDDD .. OM u D 2.8'YW000 SCREWS O 12' (NO FINISH R DECK RWUIRED(ND .II ALIDWED) FINISH EDGE OF DEC) 2' 1' pCFEC1E(Iff --- EDGEG�FECK 19 IF AP LI DECK - IF •' � 1/4'A-200/C SES. ff APPUGIBLE � � APPLICABLE 2; 1/4.0 TAPCON OR 1• PHIWPS TRUSS HEAD — 214'COM. V01 TAPCON WITH ADVANCED 'on, MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILL PULE THRFJfOFORY if3:HNOLOGY W/1/4•-20 NUTS 1/4.0 TAPCOH OR TAPCON WRH ADVANCED THREADFORM THROIDFO M TECHNOLOGY W/1 1/Y Wh REOb. W/1 1 2'Yin.PENETHIIOON O 12'O.C. 2•MIN. PENETRATION OF THREADED TECHNOLOGY W/1 1/2•MIn.PENETRATION OF THREADED AREA 70j EXISTING WOOD HEADER(SFE =4 OE)OSTING WOW OAR-EA AREA 1D EDSTWc WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SCHEDULE , SHEET is) (SEE SCHEDULE ON SHEET 15) •SEE w�renarrs of usE TDR `!,:, OX HV WALK—OVER INSTALLATION O HV WALL SILL INSTALLATION eL,GEhyGN 6x¢T 1s *HV FLOOR INSTALLATION ,�,i FL06 MING CODE Hon Nigh Velocity Hurricane Zana TI(( 4, �; 0 2013 EASTERN METAL SUPPLY.INC. BERTHA NVT. A S S A Accordion Shutter System *:• - IL__EC O iNe. ■ i ■ I■ KV.aADE f1 w/at w/oKv,WwowaaoE * *_i: Lv. ,wwo,Rox Mrz MANN Lm ML. -a: d�• TICCIT TESTING k ENAmerican Shutler GINEERING COMPANY S 9'•• �� �` 8351 N.6 xN.R.,Sd BED,w6. eNmfla,EtaRM J11e Aeoalail' Systema Ina 1 OLD 11-192 4/13/15 Mie 4/13 Is ., PiwnO:(JOS�en-15Jo.rw:(ms)en-191 4266 Westroads Drive 2 DRAWING No `�p`� �Mu�amn West Palm Beach, FL 33407 J ''1j&70 IN L ENGa� 'RICA T�`i,ei i' 4 SHEET 085 P.E.SEALf�(GMI 9E/DATE 5 t7 i p0 G ,I Ih I� ;I I i , 11 END INSTALLATIONS NV BLADE OR WINDOW BLADE INTO 2"x4" MIN WOOD STUDS Yct•tat x'006 . sNm Rab a1Y xw.xnm xi.-taf. slum RNa Nwuwci r f+a•'ioa:a'ec7Mx�.•,me. ee w,amNM1OCUEmutll44 �oR Q&t ca®t a•©t�-O gm: •® 0" m'a ®•ia-S3•is-0©- O.O•Qrr©1:0 ®.�.�.�.p.©. t#•(�-s#( �2. END CONNECRON DEW (2) SM 13•Qi•6 AND CCOHNECTION DETAI END CONNECTION OETUAI,� 8Q ....5® ENS CONNECTION DETAIL � .nasm tw rm�uu,u,fxx,xa n••fwa /n�atawa '— w/+,h w t "1 t,Y aC 1n i �te OL ♦SEE ttN Si0N5 OF USE FORmt —f-_ ,K MPt » tismra a 4 BLADE gaN S.19 s �t epon��t Q R x 4 (!)OR4 6 w©a�os ®-O•Cs7.00•(e7•®•®- wxaretw r..•xraaam xxa +@-O•©-•O.O:�•®• ®°"®m'�40.® �.� �•(3-®•II-�IU•49- sruos rsaa rxw •d's-QD•@•41l•OD- PLAIN END CONNECTION DETAIL END CONNECTION DETAIL O2 FLONA BU DNCODE Hon High VelocityHu rrican e Zone: 04 A. m 2475 EiSERN WEAL SUPPLY.INC. cBEIRTHWWV�Tm Accordion Shutter SystemM.S■S■ y■ KV.MADE#1 w/DR w/o KV.wrmn Bum- AmeAean Shutter Systems TIWT TESTINt ENGINEERING COMPANY sascRvnax 7arz oxawN ee kr_ STATE OF w,N.w.sem.s4 s7..ass,van,,ra cram acRw,,, Association, Inc. , GIS i7-7 sz �7T Is otm 4/7a/Is p? ,c +'�-` {�oss�ar-1sw.I.:t a7^Isar 4268 West ads dA3ve 2 '.FORION •�lS.�'C`� as tlp'mOtlokOf^ west Palm Beach, Ft J3407 s GRAINING Me SSfO....... Cir- wen°fR.i`1.P 15-085 P.E... e, ANVV�RE/DATE SHEET sTe ISQF 20 :III i i II I� I j� I. I i' II -\`J""RJ"�Y� �'� �GENIRAi LIMRAT10N5 AND CONOmONS OF NR i0R BQtTHA A q q lily AT7F ACCORDION cIU Ir1rR CYCIcu WORIGN-IN J�ATWS G ®•® M`D (OD (TD (UD BMSGN Wmi NV WINDOW BIAnE IIA- ! Y Y Y �I 1.W1L AS0.D610N PR6AD0.T+I10,-11.-1 2.MAX.MUM SPAN,95• 3 AELDWED MOUNONGS:A D.G a H ON S15EIS 5.T AS WELL,AS MOUNDNGS N•O,T•U a W ON S".16 a 17. W R LIME A ZEDO HG ASEF© ACC6s SOE OFTYP. IN WWOOW RIME 1O SIINL ONLY ALLOW A MAA MUM OF 5O/bIES)FORPEASPACNGS SNOHN ON SHEETMAK 5 GG ION.C,F.WAHLE FR/J(mP OR FOEIOY EDGE Oi XV WDAIOW HME ALLOWED OF ANY YI FIOIE fTJR SNNL TIE IY. WINDOW OB (C)FIRST ORl/}�f MADE MING OUT FROM STMRAS AT ENDS EW!BE WWIAOW WDE,�,1 G1)NV WItIItON BIADE IQ YUSf BE USED ALIETOUTE m A SOLID En®ADE 1Z) TNRQIGHOUf SFIURETt9 WIOTIL +� lE5 M Os DE DSMUANM ED ENI m HV A SOLM gggbgA I'� Wj/,pE 1 AT FAHOE SHNL SmE OF T1ULL SEE ENO ! �Rg� , I (F)POLYrARBONATE FIV WINOOW®sNVI.IE DSrALIFD 50 TISS FACE CONNECTION bs THE OOFAIOR OF THE OPENOm BFj1�NpC PROIEi:IED.fN 'PER YIISf OE 0o AOS ON EEIS �a I'� ZY REED Allb LOCK D IWNG A NV SEITING TDOL PROVR BY ASSA FULL HOGHT. 'eSSR a SEEi ANCHOR SPACING SCHSXUE FOR INSMUTIONS IMO WOOD FPMIE z P )P 4 � MLONGS ON SHEET 15.AS LURED BY SPM AND DESIGN LOAD(SEE NOTES 1 a 2 ABOh). Co� 7.SEE ANa10R SPADING SCIUDULE FOR INSRlE.Ali0N5 IMO POURED SPAN A7E OR CON UM SEE WALL &SIDETS f2 a IJ AS(TANNED B/ U LI SPAN AW OESIQ7 LOAD(SFE NO16 1 a 2 AEfWQ. 6 MOODUM SEPNW110N TO CUSS SCUIA DE.PFA ASIM E-1998: D N (SEEmp EIai OREDVOEENENR) W q®w� i.. WMO ZONE EDtll1NY R.PARAL@l m 0.A6 NHNIIED Wi ------ AIA OH TF6 SfEET FiRFDR—(D1T TN(AI J 1' ---- -------- --- ELEVATION— \ j ;I EJOSIING GLASS sLxDue w 9fET„fOi Fl/!E ALTER W/ P. SYYyE NP. ) \ 4 ® PROV1�CENTOWATE3�®. —^ w/o�D( nmc+AFIOVE) TYPLCAL M HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE1�1A SHUTTE Is I ---^ N.T.S. I• I FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. W/0 A■SGS■A■ BERTH Tm L E C07,■c. Accordion Shutter System American Shutter Systeme H.V.anoEM OR KV.1wmW 9ME TILLIT TESTING 3 ENGINEERING COMPANY .O; L A Assoclatlon. Inc. ., IXD T1-1sz s/1J/1s DOe y1.3/1s (30T871-15N).r.:(Jm)571-15.3, 4268 Westroads Drive : O•, kAa— DRAWING No �0..... West Palm Beach, FL 33407 s. '''.,,Fss... ....NG\C\`.� ER-000Me 4 15-085 WALTFA A DLLA L.P.E P.E�'961 E/DATE RDRa uG I Nm7 : SHEET OF 0 'I l I,I I 11 , I INSTALLATIONS W/ n HV BLADE & HV CENTERMATES 6�Qia°aT�uosa Iso.G C, 2„HP'!' 436 INTO METAL STUD WALLS ---- O e Ga 40 41 jf4"e NOMINAL 475 * S ®ALUMINUM SLEEVE FOR BERTHA HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY 1 J/41 a 1/11 ams•Twat e6.. 43a �O $ T z °^ SY-SIFAA INSTALLATION TO METAL STUD WALLS CONF.CALV.Sim 11tAat cHu1x0. O 6'O.GO.G h .9 3.000, Asn A-av a°➢E air.s-e6 SEPARATION TO GLASS SCHEDULE uLV2) fj=rosnms 1.MAX.A.S.D. DESIGN PRESSURE RATING:+75, -75 s /fi.t/2'tat srtrLvrs oN AS FlNST1 3 a (P R n E,nnam FAR I As APPLICABLE 2.MAX:SHUTTER SPAN:84- WIND ZONE MINIMUM I ASTM E-1998 SEPARATION OLsnntmL+t• Elamxc clnss UN SEPARATION 3.ALLOWED MOUNTINGMS ON THIS SHEET. TO GLASS TO CLASS 43 1/4"0-203" BOLT (SEE SCHEDULE 4.ONLY ENTERMATE 21 W/24 HV LOCK ARE ALLOWED I THRU 3 1' MUST PENETRATE 3c 1- ') WfiH 21 ARRANGED A METRICAL LAYOUT. F USE O(2) 35 (6-LONG, MINIMUM)MUSr ALWAYS BE 4 4' 3/41 6,/P:0ms•Twat.1 c nwsx T INCLUDED AT�IOR OR INTERIOR ACCESS SIDE OF 137S coir.Cxv.sm T11.0-0. AS APPLICABLE � CENTERMATE. I .zso r Oso' ,ur11 A-611 aRA6E a u.,.Fab I cavAx®FASTwm ro rttl6s �T— �o w/(2)/a.th'roc SCReNs oN 43c 43° INTFwsR a txmaaR FACEO s•O.C. O s'o.G •� � 1/40-20 THREADS mil BLADE SLACK DETAIL F(VF IS ALSO VALID FOR 1/4"m ELCO CONSTRUCTION tn. d �' f/2- /2 CENTERMATE 21 APPLICATION WITH BLADE 1D PRODDC75 FAB-LOK HD 436 0.11/2•A0.035•MCK waaEs: ®6-GC COMPONENTS Nin.A A-653 CTUOE w „�2'•;Ma1i,.• uw c-fia rxv.Bim r ."._I MS WALL HEADER/SILL INSTALLATION YETAL SNOB AT 16-GF F]fImNC FlwSN 0.5 PPPLIC/BlE SCALE.7/8-v 1' TOP Y BOLTON) ZpOS¶N_C_____ 13/.QALY. 10.0]5'TCRMNEL' GLASS _ _ _ _ _ _ _ ASM "�ETPACK .G-66. Ie:-. :�::•5>>:. :..... .. ;:.,...pl �...:....; :_,�.r"'�. -: SYMMETRYCAL ;'il.,_.._i::. ::•,:�.� I.a:•..''SYMIdETRYCAL _'..-<"c:',•`.i.: _ w/(2)la.t/z'tEx saEvrs 43a 436 43c.._,�•. I >I �. ... 'xiN:!sEPARri77oNy;YuuEs•• ,':I 611atI0R B EXIFF60R FACE 1.. CE TER .W/ ;;;CENTERMATES W/ _ ��scrtnu MoA j I `. *'� - ';EXTERIOR ACCESS SIDE;�'� :.INTERIOR ACCESS SIDE':•, - ( IN (6o Min.) IN 4 — — 24 — Y 2)42 1 21 21 L21 21 1 LO CAT AT 12 __ HV HFADFR/9 ENDS VIEW '4 123 1 4• 3 (6"Min.) 24 SIDE CONNECTION TO TRACK / (TYPO 6 1/2'(Typ. 7' 7' 6 I/2'MAX.SLACK ** (cont.) BLADE SLACK DETAIL HVF }lYA JiY@ HYD FLORIDA BUILDING ibbE Non High Velocity Hurricane Zone 1t1111nIta,N///AA ®2015 EASrMN META.SUPPLY.INC. ``,,,,.`P�tEa FT►tcil�,,,, BERTHA HVTM IL FEC 0,N(:. A.S.S.A. Accordion Shutter System rEyJ�J, HV.RADE 81 W/OR W/b HK Wt•OQN BALE *; (' •.:*i: TIWT TESTING#ENGINEERING COMPANY American Shutter Systems 0rst3wTroR OATS oiuwx tn: Ni. aTI R"TES au m w�aA r+Roas.nO�A mt Assoclallon, Inc. t otn f t-tsz •13 15 ate a/u is tea'• RTATP nF e- 4268 Westroads Drive x DRAWING No West Palm Beach, FL 33407 s F..• ®-0006),6 15-085 �v�Ss�/�q •• t,G�a`��� Ftn�R6Nt IM1WE 4 6 SHEET P.E� o ATb1NE/DAIS s 20 OF 20