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HomeMy WebLinkAboutProduct Approval 5121/13 Florida Building Code Online 41 � k RofidaD2paltwnto` SCIS Home Log In j User Reg lstratlon HotTopics Submit Surcharge Stats&Facts Publications FSC Staff BCIS Site Map Links Search Busines� ProfessifAa6l _ .�ffi Product Approval 'Ll �''��' USER:Public User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail R. FL# FL389-RS -3 Xi3 Application Type Code Version 2010 Application Status Approved Comments Archived r Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodiiguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer raa Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. t✓i Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-1 2 odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.floridabuilding.org/pr/pr_app dfl.aspx?paranr-wGEVXQwtDgVYYHH2vJv53Mv,sXdCOtOX3bENFONlQQc`/`3d 1/2 5121/13 Florida Building Code Online VdLC VdHUdLCU 1L/4114VII Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 I Extruded aluminum interlocking blades retained by tracks(top and - (Non-HVHZ)- Drwg 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No } FL389 R5 II drwa 11-190 ASSA.pdf Approved for use outside HVHZ:Yes I Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes ( Created by Independent Third Party:Yes Design Pressure:N/A I Evaluation Reports Other:Large Missile Level"D". Max span is 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwo 11-190.pdf ASD negative load the HV3 blade w/o window blade, 5'-6"for 110 Created by Independent Third Party:Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of Installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwa 11-192.1)df Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D". Max.Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA Prod uctevaluationreportdrwo11192 pdf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HV1 blade,W-0"for+64,-72 p.s.f, load for HV blade for Keystone mountings 7-0"for+75,-75 p.s.f.for metals stud mountings and W-0"for 110 p.s.f.for HV1 and HV1A working in unison.See sheets 7, it and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA DRWG 11-194 pdf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile. Max. 16'-0"span at 30 p.s.f ASD load for FL389 R5 AE ASSA Product evaluation report drwD 11-194 pdf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12, 25 and Created by Independent Third Party:Yes 28 respectively eacic Next Contact us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2010 State of Florida.:;Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: PROE1211 MAN eCl�d wcuritVmi,rRIC..' Nam www.floridabuilding.org/pr/pr app rill.aspx?param=wGEVXQwtDgvYYHH2vJw63MwsXdCOtOX3bENFONIQQcg/`3d 2/2 GENERAL. NOTES: 1,BERTHA H.Y.ACCORDION SHUTTER SYSTEM SHMMIN ON THIS PRODUCT EVALUATION DOCUMENT(P,EO.)i1AS BEEN VERIFIED FOR COMPLIANCE W'ACCORGINCE WITH THE 2010 EDMON.CF THE FLORIDA :BUILDING CODE.THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VSLOCITY-HURRICANE ZONES. 6ESIGN WIND LOADS SMALL BE OETERMSSED AS,MR SECTION.1620..OP 1HE A86VC MENTIONED CODE..FOR A BASIC WIND SPEED RECUIREA'BY THE JURISDICTKSN WHERE SHUTTER WILL TABLE. Of .CQNTEN7rS. RE INSTALLED RiTH A LNR-CRONLIUTY TACTOR Kd-D,85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010�FBC AVD SHALL NOT EXCEED THF.NAIITUUM(ASA) DESRGN PRE55i1I1E RATpRGS INDICATED O'T SHELLS 11. 12, 13.i{, 18,74&20., IN ORDER TO VERIFY THE RfiOVE CONDITION,ULTIMATE DESGN WIND LOADS OE1EPSJWED PER ASCE 7-I0 SH+dL B£FIRST REDUCED TO ASID.OES1Gh°VY7tD LEADS_ AR A 'i; MJ BLADES_n& C� BY MULTIPLYING THEM BY 0.6 6R OPORTO COUPARE THESE W/MAK.(ASA)DEIGN PRESSURE FJITINGS INGCATED ON SHEETS 11.12.13."14. 15, 19&20. 'GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D„AS TESTED,WIRE NOT OVER STRESSED.A 33%INCREASE IN.ALLOWABLE STRESS FOR RIND LOADS WAS BM USE,IN.THEIR SYSTEM COMPONENTS 1-20 SHEET 2 • ANALYSIS.HOWEVER;A WIND OURATICN FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS LV WOOD; SYSTEM COMPONENTS 21-37 .SHEET 3 BERTHA H.V,ACCORDION SHUTTER SYSTEIJ'S ADMUACY FOR KIND.AND LARGE NISS✓t9 IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 11109.1.2 OF THE A80VE US0104EO CODE AS PER AIL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-4; SHEET 4 TYPICAL WINDOW!SLIDE A WINDOW DETAIL -SIV OLADE 0 00214:01-01#0715.01-03.11004,01-05. 91214.01-05,10317M2-08;S06LISZI-10 AND B02MOI-I1 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2. M/ BLADE(t)AidD W WINDOW BLAOF AND E-7598 STANDARDS(MISSILE LEVEL 0.1YN D ZONES 1.2 8 3)&01220,01-10 AS PER TAS 201, 203.&203 PROTOCOLS LARGE MISSILE. ,(WHERE APPLICAHLC ,TV WL'O:WJ,BLADE m ftSO101-OB AS PER ASTM E-1886"AND E-199E`(MMS`1E LEFT.D,PTLD ZONES 4,'2;3)BASIC PROTECTION;ONLY AND 1 0725.01-88 AS PER TAS 202 PROTOCOL. TYPI..td,SHUTTER{ELEVATION-:&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRE E/SLOCK SHEET 6 2,HV BLADE(AND HV WINDOW BLADE 0 ARE.ENGeFLEERED TO WORK IN VNISON WITH EACH OTHER UNDERTHE'.GENERAL LIMifADOH6 AND CONDITIONS OF USE WDICATED ON SHEET 19 INSTALLATION.OETAILS C-N.CONCRETE/BLOCK SHEET 7 3,EERDRA H.V.ACCORO'OR PINS(W SCREWS),USm AT BLADES KNUCKLE AND FOR.D;RECT MCUKT CONNECTION TO TRACKS'`5`Lt1L BE#14.2.75'ANO;014.1.75'RESPECTIVEL.Y•410-HT MINIMUM SERIFS CENTERMATE DETAILS HV SHEET 8 STAINLESS.STEEL SCREWS WITH 135.0 k.[YIELD STRENGTH AND 180 kei'TENSILE.STRENGTH.PINS-SHALL RE.COATED WITH BERTHA HV DACROSHIELD COATING'SYSTEM AS MANUFACTURED BY APPROVED. CENTERMATE ALTERNATING DETAILS W SHEET 8 COATING.APPLICATORS.REGISTERED W714 AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV.MMKLVG ON MR HEAD. 4,AA'.UNNtPJ ExTRUSIONS.SHALL BE ALUMINUM.ASSSOCIATION..ALLOY-AND TEMPER.AS INDICATED OH.SHEETS 2 AND 3.MINIMUM-WALLA STRENGTH,FOR 6063-Tfi ALLOY IS 30.0 ks1.AND 35.7 hsi FOR ENO CONNECTION t)ETALS 1=6,CO`{C,RETEJ@LOCK SHEET 10 ALL 6075-T5'ALLOY, MAXIMUM SPAN.TABLES SHEET ii SHEET 12 " 5, ALL SCREWS 1D 8E STAINLESS STEEL 304 OR31.6 M&"i:'Ti i OR CORROSION RESISTANT COATeO.[CARBON STEEL.A5 PER DiH 50018 WITH 50 1&VN.17e.D STRENGTH AND 9p_k5S MXTENSILEANC10R SOHE:ouu-CONCRETE&.BI.DOY.E STR1dGtH. ANCHOR SCHEDULE-'CONCRETE.&;iLOCK. SHEET 13 AND SHALL COMPLY W/FLORIDA RUILTkpC CODE SECTION 2411;3.14: ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8,SDI:TS�TO BE ASTM A-307 CALVW ED SIE-a.,OR ASI 3D4 OR 316 SERIES.STAINLESS STEM WITH 35 k.1 MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING STILETS FOR ANCHOR SPECLgCATIONSI HV BCAOE QQ ; 12,13,14.15 AND 20 INSTALLATION DETAILS N-R,WOOD" SHEET 16 INSTALLATION METALS S-X,WOOD :SHEET t7 !RV BLADE Q&0.,tiDRK€NG IN UT14Sibv:"12. 11,&IS_ END CONNECTION DETAILS 7-12&X,WOOD, SHEET 18 B.THIS BERTHA HV.ACCORDION SHUTTER SYSTEM SEARS-A U.S.PATENT JV779,5M COWON_NTS OF THIS APPROVAL ARE COVERED.IN HHCLE OR IN PART BY MS.-PATENT 05'458:179 ISSJEO TO EASTERN -METAL SUPPLY,INC, AREA 3: NY VitNDOltI-BLADE ONLY 9:'R.SttAt1 RE-ME RF5P0N$8:U1YOf THE"CONTRACTOR T4 LCRTHY T=E.`.�OUNDNE55 Of THE 51RCCTUH:,.y11EAc 5HUTTFR IS TO BE-ATi7Ceili TO INSURE PAUPER A1tCH0RAGE CUNiRAC70A 14 SEAL/CAULK, _ ALL SHUTTER COMPONENT EJEM WHIOM REMAA,THRU FASTENw6 iN CONTSNJOUS CONVGT Iona THE sunw O TO PREVENT W;1D/RA:H•1NTRUSION. TYPRCAL SHUTTER.ELEVATION: SHEET TS 10.EACH UNIT MUST BEAR PERMANENT LABEL W A VISIBLE PLACE WITH WARNING NOTE..DOTING PERICOS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HV AND HD LENTER.MATES AND ENGAGE OR LDS s ALL HV AND HO LOCKS.. AREA 4, HV VANDOW BLADE ni ONLY 11.SNUTIER UA.4JFACTURER'S URE V',ALL BE LOCATED ON A READILY VZMELE LOCATION AT A4CTCROi0N SHUTTER IN ACCORDANCE Y.VH SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LAS`S.5.`1A11.8E INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPEN^N-u.LABELING TO COUPLY WITH SECTION 1715.8.2 OF THE FLORIDA.RVILDINO;COOS, 12..BERTHA H.J.ACCOR0iO4 SHUTTER STS+EM'S INSTAUAIMN SHALL COMFY WITH S!-CS I.ImrATm IN THIS O,RAYliNG PLUS ANY BUILAINIG AND ZONING REGULATIONS PROVIDED BY THE JURISOZTION W4ME PERMTT'IS APPLIED M. 13.(a)TIS P.E.D.PRrL°A-.O 8Y THIS ENChEER IS MEMO AND GOES NOT PROVwE INFORVAi1OX FOR A".SDE SPECIFIC PROJECT..Le.WHERE.THE SITE CONDITIONS OEVATE FROM THE P.E.C. (D)CONIRACTCR TO BE RESPONS€BL"e FOR THE 511ECR0N,FVRCHAEE AND INSTALLATION INCLUOLNG LIFE SAFETY OF THOS PRODUCT,BASED ON THIS PIED-PROVED HE/SHE-DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS COCUUE.VT.CONSTRUCTION SAFETY AT SJT­%IS THE CONRr ACTC3'S RESPONSIBILITY. ` (c)THIS P,E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY LEANS. (tl�SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A GLORIOA REGISTERED ENGINEER GR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD.(EA.R.)FOR THE PROJECT AND WHO WILL EE RESPONSIBLE FOR THE PROPER USE OF THE REO,ENGINEER CF RECORO,ACTIr.AS A DELEGATED ENGINEER TO THE P.S.D.ENGINEER SHALL SUSUIT TO THIS LATTER THE SITE SPECIFIC OW0.1409 FOR REVIEW. (e)THIS P,E.C.SHAH BEAR THE DATE M43 CRI,M.N=L SEAL A;ND SG.'ATURE OF THE PROFESS;ON4 ENCNv-"kR SOF RECORD THAT PAEPAREO IT. FLORIDA BUILDING CODE(Non High deiocity H;LTrtcone Zone: IIIA/ J 0 2011'EASiERN METAL SUPPLY,INC. 1,tIA�(EFt A T/��T 139ATHANVTM �`. �10EN Icy Accordion Shutter System o ,4FLV MAX#) W/OR W/O KV,WiN061 H.ADE AmeFtcan Shutter Systems RM'N DES=IPTION DATE IPA%1' M A.G. /// TIL.LTT TESTING k.ENGINEERING CONSPANY t AssOO1dtiDnJ Inc. i ALD I1-063 11/2aJ11 EAE: 11129/11 !r `, NFICr_ (3D9)871-1524.Fa."i(3Oa)a71-1631 268 LNeSta04 2 DR>aW1NG NO '0•'••�ORIDR ��'T` e-.efaS;1 l<cAeeeLcem West Palm beechch,. FL ..3407 3 /.......'•'tCy\ 110' nALTDt�n T°uLRY'da P.c J 11-192 P:E. � �yTllf�fDATE NORIA LII/4+67 5 SHEET 6 dF 20 •/ Y.ran-Dov LAC ,m VARIES1.918, 1.91• rS �• qj Pn ^ �HV SOLID BLADE - `$ HV 90. 180' STARTER COVERED UNDER US PATENT P 5458179 r OUAURED.FOR USE 1V/ UALIFIED FOR USE W/ HV BLA �1) 0 14V DIRECT MOUNT HV BLADE V, 1A. HV WINDOW BLADE-- 6005-15 ALLOY AND TEMPER QUALIFIED FOR DIE W/ MV 6063-T6 ALLOY AND TEMPER GLAD£ 1 EE UMITATION'z ' E®ON SH 19 6053-T6 ALLOY A TEMPER •"" -I 6063-T6 ALLOY AND T 3 { 1600•-! a 24' 7a• SC r.l [p � .670• - k } _� f __._i •T LS1.7" L �, o`-BIt � � F75•I ,092' � r �r 'f {12 oq7;moi 1 L1.o77• 07 Hy ADJ. ADAPTER W f LIP OUALIFIED FOR USE YJ/tiV -.•920 I t BLADE 1 ®HV WALK—OVER TRACK 6�)HV Abd. FLOOR TRACK (D OUAUFIED FOR USE VI/ HV �HV TRF Cf1 H TRACK ass 7 6063-TB ALLOY AND TEMPE 1 QUA!IED FOR USE W/ HV QUALIFIED FOR USE W/HV 6063-T6-ALLOY TEMPER BLADE 01 ONLY. . 1O Rl1INGUARO BLADE(D , 1 6063-76 ALLOY,AND TEUF£R QUALIFIED FOR U E W/HV 6063-76 ALLOY ARD TEMPER VARIES +•k 1^ t St6• i VARIES 1.936' 6063-T6 BLADE Al TEMPER .917' &L�_ 91.••„��.+9� 1 .09]' g) U+ .�-' ev F-L 670 I O9J•pEI f.,1 4670 7.586•- o 3. I '670 {{ 9 . 4 l •-�3.62n” a o i 3.620' HV HEADERal .P 11); HY CEILING HEADER HO CEILING HEADERISI OUkIFIED FOR USE W/M/ BLADE MONLY. OUAL1r1E 6063-'FOR USE•`,'.'/ HV BLADE S�ONLY / 6063 ;6 ALLOY AND TEMPER QUALIFIED FOR USE W/hN BLADE ,�4 HD WALL HEdDER%SILL SEE SECTIONS FOR VAUDITY.- SEE SECTIONS FOR VALIDITY, "� QUALIFIED FOR USE%V/HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPEP BLADE ONLY, X 6063-T6 ALLOY AND TEMPER f ' CGfiPaNL'r"1' A R. tt 12 x Y rillJim%mN.Y MN.It r ( 2' !0.125• @) 2• 5"MAX. Ile I Ileems.+ � 3' ' 3• O.C9a• f _ 1 ' I @ 2' 6'MAX. 0.192'10.192' EI ,1�J6 SIDE ANGLES L �Q�jj POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 9 2.6• 7'MAx,.0:190" 0.190• t I �� UA:IIED FOR USE W/ HV. BLADE CUAUFI£D FO6US.E W/ HV BLADE(D 6063=T6 ALLOY AND TEMPEP, 3?ADE[I�ONLY, 2° S'1lAX.j 0:139"�0.131' 6063-76 ALLOY AND icM?'cR r. --T6,ALL0Y AND TEuc ROMA BUILD!% CUUL{Non High Velocity Hurricane Zone, rrrNrrrri��y^ 092011 EASTERN MMAL.SUPPLY,UNC. 1,11' rGR A.r/t</r=_ 7771 lu `'< E�!. Accordion Shutter System. __...._ 7MEC70 rac. . . . • HV.KxrC#1 w/QR wra Kv.v, el BADE Nor,44,167 I American Shutter Systems TILUT TESTING &ENGINEERING COUPANY ro D ePDDN aAta DRm 6r, AII. Association. Inc. t OLD t1-063 11/23/11!DAZE: 1!/29/11 5 V..3a,.V.%-wcem r{.DRIDA Mica �- �rvsr�♦ -- -q.-`� Rhce {�sy57+-1_a.re. {sos)571-1531 4268 Westroods Drive 2 DRAVAKC No a mea�Dca7C 9Lcorn West Palm Beach, FL. 33407 2 11-192 �s ��11117 FLAQ.o�i LI.g 41107 a SH 2 OF 2 DATE A 0• ?• .976• 2.29]• 1/.•-M.t/1; 1/•==o ac NDuU¢mD tC fVlw PTU jN=I UhA t a�� CASTv.) rAus+rt7 Gw.vO, 'RQ) O p. O•t QACM.P.U`JT£0 711 &52 ty 7 � L.L•k33_..1 �� .316.., - iy •- _ _ _) <a CLJ -DAIS(WIDER DRL45 tnwc1 � J�V K (21 CENTERMATE I � " q ,G;?, P'"im`°)(cwmw (Oft-,M RATED) UALIFIED FOR USE W/HV BLADE 1D J8+ON 22 ° 32 I °•+^ HV LOCK HV EGREss LocK 6063-T6 ALL AND TEMPER QUALIFIED FOR USE W/ NV BLAOE(I & ONLY �7• 3A23" QUALIflED FOR USE W/IAV OUAUFLED FOR USE W/ KV 6063-316 ALLOY AND TEMPER. ( {a._V CORN, „ENT RMAT BLADE(J tt,fA�ONLY. 1 k r l ONLY, AUFIED FOR USE W/ HV SIABEC,t)ONLY t 2:07a" - 6063-316 ALLOY AND TEId>E2x .�Si6� 5i6' •L�u•SCRIQW �I + I 4 C o �asa nF(Ea R + 0 " els " BEFORE RVEnNG �. 1/4 ��20 'x 3/4, " THU�esC� — ^( * L'3 9+aa AiU6.WUtd(102a-TJ AttaYl IARaE RAND y L 2= ttt ::"s PMt i 09=AS UWJF,4"UnD BY PLAN FRDNT 6LLVAT*N 26 HV MALE "T" LOCK CEN L -< _I a2 C 4RRY�D=14,ARE"',NEW jsRsEi Qn54 as E u_ LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR US£W/ TE.—HV BLADE(I)ONLY tHV FEMALE "T" LOCK CENTERMATE �..HV "T" LOCK H V ALTERNATIVE LOCK 6063-316 ALLOY AND TEMQUAL119- FOR USE QUALIFIED-FOP, USE W/ HV QUALJFIED FOR USE W/HV HLADEONLY OUALIFlED FOR USE W/ HV BLADE()ONLY t4/NV'BLA7E(DONLY. B�ECJONLY, 6063-TSALLDY.AND TEMPER '6063-316 ALLOY AND TEMPER- /- 3.567 CrLhcffl QR �I 2J4 O$2 L trs yJ KEY CraNDER ai4 , b .sAS- I oa7s•uta. E o 9C ^KING RODc T 125,M.:. o 16 0OUAUFIE USE W/ HV B A c `)& A C15013 FOR USE W/NVB ' u3-'S ALLOY AND U41L -T6.ALLOY AND TEMPERMATVA'+:£S.72•kLN. OUALS IED FOR USE Wf HV SLADE-f & 1/••e-2�s.s.02 3/ero-tg t-.730' 6063-T6 AL' aa(SEE fA'b15tt5 , LYu�� 1SJ MIT CYLIN6EA�! �LOCKING ROAlQUALIFIED FOR USE W/ W BLADE(i n' LOC6063-T6 ALLOY AND TEMPER x "� ACETAL (3� /4" 0-20 AISP 304 BY REODNS tWiO:Y.RE ttCR1NiE LOCKS R?FS 2333 FSQDK BOLT LOCK.J LNSTALLATIvN 541+?-REQUIRE A 7/S3' H ;.E `THUMBSCREWS ERIES S,S. THUMBCt'.REWS OJALIFI`OFOR USE W/:i!'BLA5E i�&DR1 LED AT TRACKS FOR PROPER EMBED YTIED FOR USE Wf NV BLADEQ QJPJFI� FOR USE W/HY BLADE jt FLORIDA 1 UU1111CODE(Hon High Voocity Harric ne Zone, A.T/(l � (02011 EASMRN METAL SUPPLY,INC. /r � �'■ ■ Accordion Shutter-ffMSystem ; '� ■ ■ H,v 81ADE#T tv/OR Y,+/o H.v.WINDOW SLAM American Shutter Systems TILLTi TESTING & ENGINEERING COMPANY sr.n D sTAProK DATE a4+»N Ox: Ac. 5 STg¢OF *i aas x.". n sa sa.x;4=„ A w z Nr,fe-wA ui5s 268 WestreadOrk, Inc. i Lo r s_c63 tt I,nerE: t t f2ift l 9 •, ,1 Pnr.+c N51371-153D.Fa.:(305)II71-7531 4268 Westroeds DE;oe 2 DRAWING 4a' `y4,t,11 •—I..03-=6710aca.�an West Polm eeach, FL 33407 3 11-192 i �f i ss/............. ..•.•.••.N�y�Sltl rallR A.nW;Jr.P.E. a E1—1 9G �:E' �� rs����Ar� FLOFODA U.1 74167 S143 T Orin SHUTTER ASSEMBLY SCHEDULE FOR HV M HV 2 41 HV SLADE I &\ 10 MADE P EDG �_ HV SLADE 1A: t1v ININDC'N SLAM caw MY LONG RECESSED t4yL6N BUSHING BEY' y KNUCFUE .0625 HV SHORT RECESSED NYLON BUSHING -0 (rfp) 0211",AllC HV NYLON HAT WASHER (DOR LFLAT MRIP =4DR tn WR HV WHEEL CARRIAGE A-131 302-303 SERIES oj q'670-x3pe-THICK NYLON WHEEL.WHEEL. N 6.188"0 AISI 302 SERIES S.S. RIVETS @ HV 1 3/4'ACCORDION PIN VIF/ #8 HEAD EXTERIOR MADE 062 4 OPENINGS @ W 2. 3/4-ACCORDION PIN W/ #8 HEAD ON C TERS POLYCARBONATE IMPACT RESISTANT hN,WINDOW GI 4' T TYPICAL I Hy WINDOW BLADE-9 AND _RPS PCILY-CARBONTE ryV WINDOW L3 jpLt, or @ N.T.S. OTC FOR Me'OUINnEMETITS) i X'POL ?'T H YCARSONXTE fMPALM,RoiS -v ILINDOOV4 31 AR F BAYER MAKROLON 03 POLYCARBONATE g it1, 12* -N RESINS, UV-STABILIZED.GRADE OR`RABIC INNOVATIVE-PLASTIC-LF_XAN 103 RESIN (SEE NOTE 7-ON SHEET 19). (D OR(9 at 'I) Hv.PIN Ig SHALL ALVIAYS BE USED AT-ALL EXTERIOR� \_a P, 2 I 11 S10(CEm5 .90 BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR FOLYWSONATE,SOURCES FOR 44 IN(9 BLADE. EXTERIOR WCAL SHUTTER ASSEMBLY ER4 ( X 2) HV PIN @ MAY BE USED IN LIEU OF E)AND ONLY AT MY PIN QTRIAT MEMO= EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Iv/ HV(D 00.324* (SEE NOTE'MR %Imne CPAM A2M 0722 mw bt., O'c"I `1 exel EILAOE VVHEN CORRESPONDING TO INSTALLATION "it". SHEET 7. .04a�-. A 4 e3 it V� REQUIPSM EIS) TYP TM=rao=z'=. ATIV DU- 91s pl� S.=Aa (3) HV PIN @ OR @ W/ 1,12' O.D. 1/16' TfilCK S.S. WASHER ftmm.wwm�-T yez A=ij WOO 11=1"l 43.4w as SHALL BE USED FOR DIRECT"IMOUNT INSTALLATION PER DETAIL X. nouw.wwm mw SHEET My Msa to it_'•m I?pt-A. ..*EL CARRIAGE DETAIL Dor" ASN MW X2 Z ".5s mu a 410.4 ASIP MI C-1 0�% t-1 C`43 zw cmtc' AVW 01rJ I. 7 M T TV.wVO4 4FU an 14M 0.j. 124 HV W114DOW BLADE DETAILS 4 PI) H V wmt WMII'mm�wii*41 AMM P.I. MV A•t BLADE-SOLID Sc �' N.T.S. 100#1111.1"" FLORIDA BUILDING CODE(Non Hi9b Velocity Hurricane Zone, rk 97,011 EASTERN MCIAL SUPPLY,INC. BERTHAW-im 7 107L �C ,�mc A.S.S.A. Accordion Shutter System 4 167 / E RV,MADEE#1 W/OR W/O KV.W=8 SLADE 1 LUT TESTING & ENGIkEEAING COMPANY Amerfoan Shutter Systems -.m 04"t MAW"em .OLD 11�063 STATE nr 1— Lan (3O5)S7­1E3O.F­: 1168 2 .-Ma: West Palm Bearh, FL 33407 3 -ORAWING1 .(Na 111 WALTER&Mur;,.P.0 4 1— 92 P.-, Mxa�Lre.#wv 5 SHEET DATE 6 4 OF 20 sF�a A� a y, ON HV LOCK�"or R SHtJ:L EE USED A7 !/2 OF•$HUTIER SPAN;fO w PAN OR 12'ABOt£OR Bc� W 2 0"r SHUTTER AN F'•QR SPANS UP TO 105",AND FOR INST TIONS A7 ANY I t II ELEyA:tON,}iV TOCK.�,or MAY BE USED AS AN INSIDE.OR 9:1T510E-LOCK,ATTACHED TO, OR 4 trA I hn; I n I 1 0 1. 1 n CENTERdATES W/(2).1/4"e-20 x 1/2'LONG FLAT HEAD S.S.MIS,LOCATION OF LOCK SHALL BE:AS INDICATED ON' U ,CAL SHUTTERR ELEVATION. @).C411. 2. - 'ac c PfFf RMAN c UP TD TWO HV ©n '1 LOCKS f�f OR HAY BE USED AS AN INSI St LOCK.CONNECTION OF LOCKS TO CEI TES OR 1 SHALL 8c AS INOICATEO�ON NOTE I @OVE. LOCA OY Of L ON TY ICAC giUi ILN LLt. i un. LOCKING RODS ARE NOT REOUIRED AT URRICANE POSITIONI BUT MAY Rear 55 9-00-0" 09' E USED IF DESIRED TO EsBIAN_E SHUTTER PERFO,MANCE. LDCKNG RODS Q OR AN:ALTERNATIVE�DEVICE UAY.ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). T� q. ' Knor a SHALL @E US£ a R ANY.SPAN A ANO INSTALLATIONSAT AN ELNATY,CN. IT!LOCKP40-20.x pr, USED h5 AN OUTSIOE.OR INSIDE LOCK, ATTACHED TO CORNER CENTcFUlATE WI(2)i/q o-20 x 1/2"IANC FLAT HE; S.s,M.S.TWO-LocKING RODS n a A7 TOP&BOTTOM SHALL BE USED.LOCATION OF LOCK SMALL BE AS 1N07CAT£il ON TYPiCAJ..SY.UTTER ELEVATION.` UAXIMUP 5n'UTTER SPM SHALL BE OEiERM€NEO AS PER SCHEDULES SHOPeW ON SHEET 12, � 1f � Q � ffi8g � 5. AIMNATIE MANDATORY CONDITIDN'ij YAM QNIY FOR 1W CWMWATES 3 ffi � ON ATEANATE HV LOCK..'3.Q N,AY BE USED IN LIEU OFF HV'LIk.K PS,or. FOR�ANY,SPM A'tD _ � iNSi ' t?6hS AT ANY ELEVATION.AU NATE LOCK MAY-'BE.USED.AS'A: INSIO OR OUTSIDE'LOCK..ATTACHMENT n "' OF 1/4"a-200/4`S.S. THUMBSCREW TO 0 OR g CENMERMA7E5'.SHALL BE-MADE W/ 1/4"0-26x3/4'ALUM, N K z -•'Q'9 ftNNUT. TN AS S40, ON SECMN HIE,SHEET @. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TINGpit } �Rctl gr, Zj LOCKS AT 1/3 OF SHUTTER SPAN. ro 6:itAI+OaTORY CONIMTOjt�,t•F7]R K.^/STDt:F M IMITNR 1NSTA1.1nON5 0l:E HVLOGK�.or®ar�bSHALL 6E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR,12'ABOVE GR.`@EWW 1/2-OF SHUTTER SPAN FOR SPANS UP I .1 I I I I II 1 it T9 66',AND FOR INST&LATION5 AT ANY ELEVATION.HV LOCK(j or 0'01 O'MAY BE USED AS AN INSIDE OR I u y- OUTS3E LOCK,ATTACHED i0'�o,,C22 SYMI4ETRiCW.CENTERtAATES W/(2) 1/4'-20�x 1/2'LONG FLAT HEAD S.S. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON.TYPICAL' SHUTTER ELEVATION. USE OF LOCKING RODS CQNN CION �!� t (qq ��yp (A�ip [��p .vv^R WP AND-BOTTOM IS COM--LETELY MANDATORY. DETAILS ON 'YY � d It Y It 18 WP F L YYY " Y ' Y Y sNQTES 4 HV T" LOCKS AND CENTERMATE : 1@ WP,FULL HEIGHT. `-'u OF CORNER 'I.SECOND AMMATE TO A4 CENTERMATE ONE ALTERNATE HV'T'LOCK[aCj MAY BE 1N$jAU.ED IN UEU Of!tY LOCKS 0 OR S FOR ANY SPAN AND O�aa,;`��,/cl.;=il ar jp�s,1 U. Ls INSTALLATION AT ANY ELEVATION,ALTERNATE LOCK tiD,MAY EE USED AS Ali INSIDE OR OUTSIDE LOCK.ATTACHMENT �\JJ lJ, OF LACK 0 INCLUDES USING REIM ORCLRL LOCKER 0,AS SHOWN ON SECTION HVG,SHEET 9,WHICH MUST SE CONNECTED TO CENiERMATES 0 AND Ig W/ 1/4'0-20 x 1 1/2'LONG S.S.TriREADEO BOLT IV/7/6'0 :.3/32' Q v MNChUT OR W/ 1/4'0-20x1"S.S.M.S.INTO A 1/4'0x 5/8'RNF3UT.LOCK.MAY BE INSTALLED AT NIOSPAN OR 12' MAMMUM ABOVE ANO PROW,MiOSPAN.USE OF TWO LOCKING RODSS'SJ TOP AND @OTOM IS MANDATORY. I�'1�$�n 9•.�oe .�$Tm1l *NOTES QN HLl LOCK & c ' 7,.HD LOCK t,t WI HD CENfERLLATES OR A6" : DNE ALTERhA7E.HD LOCK Q MAYSE USED IN LIEU OF TYPICAL ) HV BLADE SHUTTER ELEVATION K� LOGIS.6 60 q5 FOR ANY SPAN AND INSTALLATIONS AT AW ELEVATION,ALTERNATE HD LOCK(a MAY @£USED AS AN INSIDE OR OUTSIDc LOCK,ATTACHMNT.OF HD LOCK -0 g IS W/3 is x 3/8FH.SIS.M.S..ANO INCLUDES N T-• RHNF6RCEMENT INSERT AS SHOWN ON SECTIONS HOS--HVEIAND HDC-M(C,SHEET 10.L0 K MAY @E INSTALLED AT MIDSPA:4 OR 12"MAIONUM e-".V OR ABOVE MIDSPAN.USE OF LOCKING ROOS I&,tS COMPLETELY OPTLOIVAL. FLORIFA BUILDINO CODE(Non .High Velocity Hurricane Zone,` 1L,ld��R A• kz/ = 020+1 EASTERN reETA SUPPLY.INC. �' ` ■ � Accordion Shutter System r q ■�• E G V i N c. e a KY BLADE#I W/OR W/o KV,W-NN�W SLADE /1 ' TT TESTING ENGINEERING COMPANY American Shatter Systems =+•KA o3�41AnDir[ ac 15Y.- AO. 3 Association, Inc., 1 OLD 11-6EF,3 iti2sill ' WWIIS7ATE Q ems n.e:xv s am.s:a,vac Na rAAARi£rz,nc�u Atlee<sas}etI-1s F a 4265 Westro6ds Drive a r-cy + r.�a t7D6}a : n-1436.Fu: T. DAWINO No c�(QrR)Q <e L7� a-ms U �G�i;rnm West ?nim Beach, FL 33407 3 11-192, PIE 70NAL���Wo, FURCA v,%"167 s SHEET P.E. /,BYrNtfldk/DATE e 5 OF 20 CRETE A,%HOR3 PWR®CONCRETE. POURED OA CONCRETE OLDCH '(Sff sCIfIDUI£ON REQUAREO I/4•A-20x7/4'S.S. PDIJ �Oh�QE .SHEET 13) i CCNCRECE.ANCHORS IlaCHIN6-SCAEivS REOU RED raR (SEE SCHEDULE ON W/1/4"-20 CONCRETE ANCHORS .y 17 8e , "'rnaO:t`-'E ueuxrne®Av,"IF:} 54EEr 13) NUTS o 12•O.C. (SEE SCHEFIULE ON SHEET 13 Y � .-- 2 ''�. �9in., 1li'e-20x314'S.S: j/ t I•N1rt. us;NE,t/a'-zn Nuts FE E.O.a ,250'Mo - P I,, 5 �r `.J CR 250'N A,ErCPi{0!UL ii: I l � PHONAL " i i il 111 ? scI a SHar `} }9 E%TS.TL4C UtN. AWtT10N TO OtASS i u 11 f>N 9t•`E,D,v 1 OR @,ly _..—{SEE SCr!?JUIE ON SHEET 11y W oN am W& I .� 1 CUISS ~.. E10S'PJ10 i TexAs(Oe NLN-S.PARAMON TO GLASS h ' r' CtA55—i EXISTING L4}"-(SEE SCH£DE ON SHEET 11J CLASS" 4 u @C HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION (� HV wALL HEADER 1NsTALLAnoN + KEYSTONE E%45TOJC _ ---gyp y!' t SARAT104 TO GLASS cuss---+ KN,sFFu'0n 1 OR € f 1 I t E1(GLASS-,� {cE£S r2WLE oN swEEt 11)--" -�.'J W r(sOi t NE CMULE 0 TO Cuss. CLASS �..x.sn.�u+s'aT I� - —(SCE SCHEQULE OCL SHEET tt) t1 FOR MAMy=— ,H- ON iiHm-l9. R.Yaemb� -F $ f%fSTOlO 1 �I �-OPTIONAL v i 1 1f¢. / PZ__ P'TR,r,,4d. 13Ph yt i '_ _._.L/4.0-20x3/4S.S. Woo. �"% ..Eq. Ep.� PH4UPsHEAD CONCRETE J.*4CNORS 1/4's-20x3/4'P4142 E SCREWS USINfl TRUSS HEAD MACHINE SCFVIS CONCRETE ANCHORS �_/ �.i' 1/4'-20 NUTS Q 12'D.C. I (SEE SCHEDULE ON W/1/4•-20 NUTS 0 12'O.C. (SEE sCt1EfX)LE ON.SM:M 13) i7;r,," POUREDCo.'CRETE 9HEEC 13) POJ EO CONCRETE�; OR O'JNC^REFS OLDCK CR CONCRE yLQOKx Sa'^N�"RE7E ANCHC1tS R''OU'R'"D t;a REQUIRED Q HV WALL SILL INSTALLATION (`-si:SCHMUL`ON tiF HV WALL, SILL INSTALLATION. POURED ConvC MTE SHEET 14) OR CONCRETE,OLOCK WALL RewcRED a }L1( WALL-SILL INSTALLATION AOT-MR 0MUINAT�N Q °x R : INSTALLATION DETAILS W_/ 1-SEE SHEET 4 FOR iYFICAL SHUTTER *1-0..EDV_DISTANCE 0 ec_UM.ATIONS a,-USE FOR F L, J BLADE ASS?NELY EE SPECIFICATIONS ON SHEET 13) RLADE C ON SMELT 19 (1) H Y CS LAD E 2-NCUN^NC SEC"ONS 0*1 BE COLIS'NED IN ANT WAY TO SU13 ANY IIl'STALLATKiN. I —J FLOR9DA BUUItiG CODE Nan High Yelacity HurriaQne Zbne 'r......• . ®2911 EASTERN METAL SUPPLY.INC. riot ` ? cErvsF T'? Accordion Shutter System I�0-4167 IL �C O �►��. A.S.S.An KV. BLADE#1 w/OR w/o KV.vANoau MADE `•>r ` TTLLTT TESTING & ENGINEERING COMPANY American Shutter Systems ,N OESL noN Otic tsuna sr: Ac. etas N:x.a+ex,sL s:e.icy;v.;a:A treiTM�ts.:�,zcA ialas AssocloNon, Inc. 1 CLO 11-003 it/2S/IA O4.tE: 11/29/11 17 STA7F fiF 'a .` 426E Westmods Drive z P... (306'a71-1570.Fcx:(WS)371-137f ORAMNG No e zl:Ulr000al.". West Polm Seach,-FL 33407 3 •..,aRl�.; , Ta-000$710 4 11-192 F(l ♦ \4 YPLTER A MIT Jt.P.E. iLO't0A U./44167 5 SHEET P:E' 1tJ$ /D,4TE n 6 OF 20 OR Una 'CONCRETE ANCHORS _—SLAB "f A11TECfactY6tCIMtiNCVSUfT)41RD � 6NNG i aX HPA4lRl 1 1 I1�;¢SyaHm(SCHI.E OHET }OICZEfEMASS- AR uIlSc)REQUIRED a asOF .Di. , 1 I'ON 9LR t9 RPt ' n ausa �D.. - .E)OSitNG eA�'s8e� P e 'rrtz soEau. 4• i i 9 EXISIONG ANCHOR •f�f v I I LWA7mx( li Or3/4' DWASHER HEAD ! E I I G.r55 i i 1 r:EK SCREWS 0 12.O.C. WOE OF CONCRETE ANCHORS / 8 SiPA,F "'t 6 7 (SEE SCHEDULE ON SHEET 13) 9 _g APPUCASLE 1 t EDGE OF CASTINGI �• yy1 ,i ADPL' . r t SLAB.IF +Btd L ,- APPLICABLE°LECLASS SAB IF OF . SLAS IF APPLICABLE . - POURED _� PtYJRW FLAT HEAD CONCRETE ANCHORS ` mtaA..4i' E.& CONCRETE -'1 to rrsT eM'8Aa4 ��1 ,REOt31ftW (J M-1111RFD (5��kiFOULE ON SHs'E'S4) w 9ELT-t9g i 1 OR 'LJ' CRETE. /-FLAT HEAD CONCRETE.VNCNOR5 CORED IL 0.' - £�D•� (SEE SCHEDULE ON SHEET 14)' I1 TRENCH INSTALLATION O HV ONLY FOR UP TO +70, -75 PSF A.S (�;HV FLOOR INSTALLATION t WALK—OVER INSTALLATIf3Pl DESIGN PRESSURE RATING&FOR SPANS PER SCHEDULE #3,SHEET 11 __ ..ES99AM aM.YAA3i4Ti0.4 I CONCRETE ANCHORS - . ama,Tsta .. n ' (SE£SCH£Dt0.EiN / :4 star it) n LW (�.Y O SHEET I`.) ,4'O TTW a&nnt TPR'..^N W/ 1 I FJ95TL4Q�: cin snr i�1 EXISTING t aPrn,ro,:o taAz9 I r , E%1SRN0 7f 1 4• TTLf9,acm CA 1/4-0 PCYESY3 GLASS _ l 'Dao-u m.ssE*,u 1' 1 cVss :FA5TDdm rrFi+rn+AvoG95 w/ t t9Q TJ9:}A6 ta, 314r WL 0JSM.'Cjr.o fN !1T 4 1 ff t'FI%1 UP tin 6•-0'SA44 ANU } 'O.c-FOR P"lFA9FA. W TO 8'-0'VAX'ANS'iY� ! r= ') i • �'("' I f AT LAERf FASSn2R READ/ 1 I, ,ui I'tPa"(Sc2 t 'E tO 0.4 519'Er If }�• 8 I 3 eR `J Q' 11 I V6,AS�R e V ^• aa4t.sEwn4r rat u� �1 3 B SC Q14A3J.A HEx rEAD_._�... i ' TCK CCR':VS Q 9'O.C. i P 16r3/4•.3,0':5. i i I �• k' / 1/4.0--'36.3Ji`:53 VS CONCRETE-ANCHORS _ ©. 77 ; , 1/4' ttSixD t/4'4 s9 Nuts OR 1/<`C-2D S.S.N.S. i- C S'0.C - - N9X / e 12'OC W/NUT O 9'D.C. {SEE SJ�'HEDUL£ON t j SHEET S4) }' i �i y EXW?4 tSN STRJCTUVL 18 17 D9 1/2-t 11 t -17 18 } �Ia.DD 1t.N. WALL M.(DEtcwn E0 SU) ' B" : 7/8 / ,eFtyCAgLE ` rgt4a3/k`F,H.S.D.S. N14 ow= Q7EtE i 7// //// CONCRETE A CHORS SEE NOTE 13( / Jf WD POURED Cowjk£TE (SEE SCHEDUZZ CN ON S- ET I -N SHEET 13(D) OR CONCRET.-3LOCX Si'EET I-) OURED CCt:..RETE / OR CONCRETE BLOCK RtGwRED REcuz n 01< ME.I+10UNTItdG INSTALLATION QPr1DNAL J HV VVA I -FLOOR INSTALI�{TIO arcrfN HV WALLWALK—OVER INSTALLATION ""'"A"As°'cLx PiL�UR�+Sr;-72 Ft• ! ONC;L E WXkYUL MJfTOi SPAN C-0' f y,V RAINGUARD INSTALLATION t r T�+ E OR C0kLmNATIDN OF cc 11'Lm: a E O E=DISTANCE OV LE WHEN PF3TFOR.UE'D- t S SFEEi a FOR TYP:A SHUTTER. (SEE SPECIF.CA7+GAB ON S>3s�ET t3) cOF1 TO AN OPERABLE sacci E O�•:SM�u FOR INSTALLATION DETAILS W,,[ '1.} HV BLADE AS<F;rd.E_Y 2 FtG JNTINOCr4,%S CM BE CD^.J&.NW 6 IN ANY WAY TO SWT A%Y INSTAL4ATKIN. tlsiii ii FLORIDA BU}LQiN[i CODE(Hon 'Higr. Velocity Hurricane Vona 1Ft Ok A. rkzl 02011 EASTERN ACETAL SUPPLY,INC, VHVTM p leo- ✓� - /71 l R,I E Q A. S A■ Accordion Shutter System FAV. M9X RS W/OR W/O N.V.W 1 ELAD_ American Shutter Systems !RLt DEsem9DDx DACE EaAmt er A.e. ' 3Ti�yy t ,` TILLIT SESTItNG Et ENGINEERING COMPANY .Association, Irpa. I ;OLD 1$=- 3 it/2^sjtt DAM 11/29/11 A'iE'Di= ^.'>y"'.aaa 6./55 x.W.'SC: SL.S.w},ys aRCCrA rna0.'"15.FL=4 8518E 1O.fm:{308)871-15lt 4268 Westroeds Drive 2 DRAV1iNG No ......•. Co���1t� e m EB OtM8710 sOm West Palm Beach, FL 33407 i 11-192 -. �OfJAI E ,,;t' ITER A Dl)f 1r.P.E. P,E, SAL/ (1MfATURE/DATE F aRroA u°p 4�Sa� 6 SHEET 20 SEP END WALL CON SEE OUT Ifs INSTALLATIONS W/ n HV NOTESam,LW,LOCK00 /7tD/LTERNaIE NY LOCK[�0.Y SyEEf 6. i=E%ISTI!tC CLASS a, *..avm SLACK OETAL my IS vAm Fog ALL BLADE W HV CE TER ATES COAPPLICATION��o 2 OR 23 I 7 1�•®rf'n'�1«�tw/©�.�en EkS7W0 GLASS :. x.z'.tJs'.o'-2 s 11j2" �- (atts32% uLav)aLuu, OPPDSING SYMMETRYGAL 252E w/(2)t/a a T/PCCB J 11/2' o�©r®. anct�is ro CassCRETE t I CE T ATES CE S (a�/pt oM) r &tc,3/+'sMs.®i2' HV LOC r innro ARAno:a (4,#10.11/2--SACS:ro Tv� I O.C.FULL temat. ' I W/ HVHV I0 2 ` AT,FA;H ANCLE.(7YP) I. I - {ONS ET I I)' 5 r ^i °' * 35* IN v* onsnlET,u - --------- - -, - ---; - - - - -- - ----t- --- -- --- ~� 1J1 t/z" 3 � J 1 2. ' � BEY Nor H OUT �C ►,V'AQ�t{�w�•Oc,®0.+p10�� ExISi1M1C'CLASS nuREC CONCRETE OR 0. Q!-Q Q• "CONCRETE BLGI"K L9Al.L E7(i5i1N0 - Q O .Q , .-——— ,0 _ 3 i • cT 9—___.... 1E°„ ero. j SYMMETRICAL Q •�� .f 7 .Qt cAss ir. ��0 ��1�.p t`1�csin6, CENTERMAT S 6i IN /,'��Gt 8� g . uin�s�acscn. —;— ————_ —— GTiuS h OPTIONAL �, ®'�'.�J ®• Q (SEE SCnm. 5 I ��•®— a I.NTERIOP. ®•.Q8 m��9•Qa+.i©•�5 ON SHEET ti) � MIN.SEPARATbN / TO GL AS (S"tE SCNEouIE- IVTERtOR i - •-- ~J/ I OUT _ r — caNcsE I lAna oRs$ I — ------ -- —<c~I` 5 Q * - L'J 1 \ "—ate` �" 1 To'Oz. ; 3 V'�F.ES I € 3 \� _ 1* I 9a OUTI . '6 1J2'.MAC.StltClt (E8 ERIeR) HVE I IVF* HVD RORIDA BUILDING COD: Bon High Velocity Hurricane Zone ''11t,1I�A 7'(C/,.'' 02011 EASTERN.METAL SUPPLY,INC. '1111 ;.. •: d �- Tm =`�\cNs ''.. = Accordion Shutter System �� C—0i w,. �1���l�■ H.V.MADE,#i W/OR W/o KY.WINDOW BUDE ` f Amer[can Shutter Systems v.K oasaKrwa arE ouu+er ..c. TILLIT TESTRSG k ENGINEERING COMPANY Association, Inc. 1 OLD'I'-cal llLn 11 CATS ,l 2Sp �, 63:x5 f[.°S:.=.1'a.1'lF64 A 4 STATE Of '` �` Pnoae (3.9)7{7)-7530.Fa:(305)87t-11531 4268 Westraoils Drive 2 o ' FLDRi�''�e,�`` °"TO Qe°��"" West Palen Beach, FL 33407 3 D;1y3NG ho ���•'"••.• �j,1it "TER A Tu ,4.P.E. + 11-192 �j1jTU(�E�DATE FlagIoA t c 8 44187 a S=HEET0 LT RN V "T" LCICK -T'-'- 1 LADE t' ME DO 00NHECTION DETAILS aN SHEETS t0 1k 18 INSTALLATION C1� HV BLADE O.UT IN rLf Ec ac° ' ur4r0WU=r_mr.MCA=DaMCUa. Wf HD CENTERMATES AS 1.4L AS U`''S=(=MO MADE 0OU tQD-,-M. �aQa©'0011./"L7"®a 1SYNCR1ED. MF,SNx uA' USED rtt:11 i1L5 ILTEFC6t AI ONNECTION u)CO N S .ra t SEE ENO WALL rETMna QM sHMM 10 ,w � i ®•®�®-��®coq Z'laY1r010'-1 010 @- .� cF�:at-sa ntas!u.w. I o-re' a1�,� w:a�cl'Y11r. x OGY�IPs'+!d i . Ica,•sus.o:a-------------------------------------------------- (4)1 N 3 {a1f:w+f=sa.s.m n ! 6t.wu.:Erxac•. u Ew Ft T tn?! ! 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U, W & >[ 14A11 MOUNTINGS(TOP/80TTOM)OR BOOR/CEJUNG: .CONCRETE k WOOD INSTASLAIIGYS ' CONCRETE &!A a.s.ottStt.Y As�6'^°'es v ��'"'-I N� tis Gam.KGt Gx IHSiJiiAT1045 GIVEN A POSITIVE A.S,D..DESIGN PRESSURE RATI,YG, wUss:RE WALL MOUNTING FLOOR/CEIUNO PRU-erupt WALL M%N11NC raasavas DETERMINE MAXIMUM SOAK%+`FROtd SCHEDULE. luras _UCUNTING w.,1:C g- stmt FI.00R CE9J�.�uOWiLYG GIVEN A NECATIVE-A:S.D.DESIGN PRESSURE RATING, fDara. lA�d FLCOfl/tOA untAN1ING tF..tj OR Cr aR-7 4 CR-) FLOCR "1 WiliNO DETERMINE LLAXIVL!M SPAN `L--•FROM SCHEOULE. I T (a) L-{N L i te) t-lDl. L t{61 t-Na L.t (e) I t.-(N b edvowm S!4UTT ft SPAY Y+-OR-L-"rOa 30 OR LESE 16'-0' w-0- 16'-0' 16'-0- 30 16'-O` 1fi'-O" 30 ?b'-0' 16'=0' L""��`OON<_.TNTO W000 SfVJ.t BE UtGTED erlN:1 f.W(IMt.M ALiCWAB:�£SPAN IS EQUAL TO THE 35 14'-IG" 14'-f0`" 15'-2" t0'-0" 35 14'-ID" le-lo, '35 15'-2• 16'-10• IDS•psf.AS.D.DES.GN PRESSURE,RATI,YQ. VNIY rM.DETERMINEDSPAN8ET/c1"Eti.'-L+"AND -L - 40 13'-t0• tS 10' 14'-.r ,15'-2' 40 1S-10• 13'-10" -40 14'-2' /3'-2' (3)PROCEDURE TO OEYEAMWE MAXiMLIM SPAN FOR 45 13'.-I' 13=t` 13'--4- t4-3• 45 13'-1' IS'-1' 45 _13'-4' 14•-3' tHV CORNER CENTERMATE¢3 MAY 8E ED AT ALL. COMBINATIONS IN.BETWEEN WALL 10OU4'ANGS 50 12'-5' 12'-5' 12' 8• 13'-7' S0 12'-5' 12'-5' 50 12'-3• 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATICNS W/FLOOR/CEIUNG MOUNTINGS: 55 12'-1' 12•-11' MO'- ...55 T I'-I' 11'-11" SMALL BE AS INDICATED ON MANOATQRY CQN(bTION 72 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE -4' 11'-4' 60 10'-2' 10'-f1' NOTE g5.SHlwi'5. RAIINGI 85 10- - U'-1° ' ' _ r ,65._ .... L,+-MAX.SPAN F'O'R WALL MOUNTING INSTALLAMOMS: 70 to'-8` fo'-6" 10'=3' 11'_5' 6" to'-8• 70 - 8'-S' 9-4- L2+e MAX;SPAN FOR FI-OOR/CEILWO MOUNTING 75 10'-1' to'-1' 10'-4" 11'-1' I' 10'-t' 75 -' ff•-�' f EXCEPT THAT MAXUALIM SHUTTER SPAN'L+'OR INSTALLATIONS. so 9'-10° 9'-10" 10-OSO'-9"' to- 8'-to" -L-"AND Fd XYLIM AS:?.OMM PR SBURE RADIM FOR FCR A GIVIEN NEGATNE.A.S.D.DESIGN PRESSURE B5 9'-6" 9'-6' 8'-?" 10'-5' 6' 9'-6` INSTALATIONS ATO CONCRETE OR CCNCFEFE&O C RATING: 9D g-39-3= 9-5JO_t3 8,-3• _ SH43.HE WM,TEA AS FOLLAWB; DEJ'FANME: 1- CONNECIONS To KEYSTONE MOUNTING95 9_08-98-2 S-f 00" W-9' 41 MAX.SPAN FGR WALL:MOUNTING INSCALIATKFNSUMITEO TO +64,-72 p,s.1, ANO 8'-C' SPAN, SEE U9 VAX.SPAN FOR FLOOR/CEUNG'-MOUNTING TDO' 8'-9' '8'-4' 9'-0' 9'-r 8' 7-4' _MOUNTING M©ON SHEET 7. INSTALLATIONS. 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PIGIRID CoNlawyOWI 0' POURED 0011CRET6 (A) TO,EXISTING POURED CONCRETE/QAPt,f'9 w 1 ley. 10 um (K)WALL SILL MOUNTING' . ©CEILING MOUNTING H@FLOOR�MOUNTiWG � -1/4'0 TAPCDN OR'TAMON'47TH ADI THRFADFORU TECHNOLOGY AN1 kms.AS MAD7FACTU4E0.BY I.T.W.BULDE% ((Mn.Fe•J fm� SPAN .. .. .ANCNORC_SMIN5 1EGENQ 7 f/4'0.3/4"ALL POINTS:SOUR-SET ANCKORS:,AS GSTRIOUTEO BY ALL POINTS SCkw,BOLT&SPECIALTY CCNPANY {M,A,1'4:..1 ks:) {D} so.Cfs^CN XwTw Vawx III(PIT LSA DaN:C4'M FII F= .DEMS MAI ¢SS:6L•RUC&too 7/4'0 BLU£7A0 CONCRETE ANCHORS W/.C*AS"MAi.TUREO BY FLCRAA FASTzHERS DIRECT,6V'C.(MA.f'c.2 kat) fPC*N OR 30 49 BO 75 :90 120 f8D 2a5 >D 40 &N 75 90I/2D 160,205 30 401 ED iS 90112111160 205 -CO&I TAPOR ANY.OTHOS AS MANUFACTUREDEEN'SBY F'A THO FASTENERS,INC.,AND 05 WITH T£0 BY ALL POINTS SCREW,SYSTEMS At S ASSOCIATION SR& fiiFl ADVANCED CG3!.PANY OR AfY.01Hc'R APPROJEO UCeStSED OR AUTHORIZED NE"tDOR REGISTERED WITH THE A.SERiCAai SHUTTER:SYSTEA+S ASSOWT0:1,14C. _ 14 12 10 S e.H d 5.5 1 7 1tl'6 N 8 8 6'. 8 ta. 12 t 1 9 8 '8.' 8 8 TI9TEADFORM 7ECHNOLGGI' (M;rt.Yc•,S'-k51) 74 12 10 8 B e, B B I4 f2 10 6 8 B S 0 i4 12 to 8 8 B B 8 ALL POiN'TS SDLIO-SET ]R LESS :4 12 Io a 8 8 8 a 14 12 10 9 8 a n a 14 12 iC 9 8 E 6 9 U 12 10 9 8 B 8 % I♦IIx 10 9 8 8 o- 0 !t 12 to .9 8 B a a BLUE TAP N/.CAP NOTES: 14 12. ID 9 a 7 5.5 J.5 +1 12 9a 6. -s a t3 1G 9 a e .B 5 TAPPER4• A.)}MIK1MU71 EMBECt1ENT INTO POURED CONCRETE OF TAfL.NN OR tAPCON�HTIF4 AGJANCED'iNREADFORtA tECHNOLOGY ANCIlORS AND TAPPERt ANCHORS I$ 1 J/4',AND FOR BLUE TAP W/:CAP AN'CNORS IS 1 1/2. ' ¢.-0. is 12 10 9 8 B 'H a H 72 ID D b e B 8 N q 10 9 B 8 8 5.3 11 11 19 6 8 8 I a ♦ 14 12. 10 9 8 8 a 43 la 12 10 9 8 a t 17 A.2)MlhT�l!aM OABEDI/ENT.-0F 1/4'9 k 1/4'ALL MINTS'.SCLID-SET ANCHCRS-.SHALL BE 7/B'KID THE FIGURED CCNLTHLTE.NO EMBEOVENT 74 I to 9 f 0 .5 -b - 14 13 t4 a e 8 8 5.6 w '13 t0 9 B e 1 6 4,5 MTTO STUCCO SHALL BE PERMITTED. t/4"0-20'S.S.MACHINE SCREW USED.SIAL.BE 1 1/2'LONG MINIMUM SHOULD STUCCO DUST.AND 14 1 10 53 A5 - 14 12 t0 _ a a 8 5 l4 12 t0 9 B. 1 ES 4 •SEE LaATHta,3 USe IDR 1'M141MUU FOR WALLS'WI7H NO S1UCC0. SyO. a t2 is 6 B 8 f 0 a 74 12 70 fi 8 8 8 5.5 !4 t2 t4 8 B B '8 4.5 14 12 90 9 '8 7 14 - 14 12. 10 s n .63 5 ]:S 14 11 TO 8 83 5 3.5 J A.1}.itr^N C+BE THAT-PRECAST STC:;= PRECAST CONCRETE PANx15,PAVRS OR A,YY.VEA!EER BE FOUND-ON THE EIUSTr4D YFALL aP,FLOOR, 44 12 1 IS 9 8 2.514.5 - 74 f 42 lG 5 .B-i a 4 14,g S4 t2 :a- 9 8 a a:3 .75 XV04.ORS'-SKALL BE LOT.' ENOUGH TO REACH THE MHN STRUCTURE BEHIND SAID WAL'.FINISHES,ANCHORAGE SNAL BE Ai1KDICA7£O'Ot! is 12 93 7,5 ed 43 i- - 14 t2 t0'01 B 17.3 5.5 4 14 111 10 9 B a 4.3 ].3 NOTES"A1)'&A2)ABOVE,FOR INSTALLATIONS ON VMNTT.SIDING OR EFS WITH 0,4 YAT4our METAL STUDS CONSULT THIS ENGINEER;FOR 8•-D•, t4 12 ID 9I It a 8 - 14 12 10 9 8 8 6 5. 14 12 to 2 8 G.S.5' S.5 VISTALLII IQN INTO OFS V,IR7 METAL STUDI SHEET 20, H t1l0 0 7.5 55 ] - t4 72 f0 83 T g.S t J 14 12 8 0.S e3 4 J N 77 I to 9 d a - - 14 12 10 9 8- db 4' 72 110 03 B 5 4 - (B) TO EAISTINC CONCRETE BLOCK(ASTM'C-90) 7♦t 6.5 BS ] - 71 13 1D 8 a BS 5 J.g t 12 1G a 7 5 A5 ] -1/4'0 TAP OR TAPCON WITH ADVANCED THRPADFCRM TECHNOLOGY AACHOR9,AS MANUFACTURED BY LT.W.SUMMER, 7'-0' 14 9 & - - 14 t2 IO S fl 5 14 t2 10 9 75 5.5 l 3 -i/4'P.3/4'ALL PONNIS SO SET AROHORS,AS DISTRIBUTED BY ALL POINTS.SCREW,BOLT&SPECIALTY COMPANY. t4 $ 6S 4 - 14 12 5 73 6 rs J.5 - it 10,5 7 5s a5 ]5 - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CM AS MUNUFACTlFREO BY F1.CRITM FASTENERS O'.R'GA T,IND. u db 7 4 - - is f2 l0 9. 7.5 S.3 4 - 14 71 9 7 7.5 4S - - 7/4'4!TAPPER+ANCHORS.AS-MANUFACTURED BY HIRERS FASTENERS,INC.,AND DISTRIBUTED BY ALL PAINTS SCREW,BOLT&SPECIALTY 44 5.5.4.s - - ,14 12 10 9 7.5 5:5 4 14 12 <a 7 8 4S COMPAur'.OR ANY'OTHER'APPROVED LICENSM OR AUTHORIZED VENDOR REGISTERED VAT'H THE AMERICAN SHUTTER,SYSTEMS ASSOCIATION,INC. ._.G• 14 8 E 5 6S - 14 12 10 -9 8 6 4 - 14 11 t0 8 &5 5 J.5 - NOTES, 14 7 53 ] - - T4 12 a BS SS 4 3 - 12.g 9.5 .a 5 4 J - B.1)MwIMU7A f]ABE..MENi tYTG COwCR-rE FLOCK OF TA°CCIN,BLUE TAP 1Y/CAP AVCrtORS'M,'D TAPPER!ANCHORS'S 1 7/4 AND SA'CON tt 7.5 8 1- - 14 12 9. 8 65 5 -1- 14 12 R a B.5 4 - WITH ADVANCED iHREADFORM-TECHNq.00Y MfC140(iS HS i'. IJ 5 5 45,5 - 14 12 10 a 0.5 '5 74 12 _8 19 S 4 14 8 5 - - - 14 12 10 9 7S 4.S - - 14 12 B5 7 53 4 O'-0' -7r- - - B_?J MCNIMUM EIdINTO E?Ni.OF 7/4'0.3/4"ALL MINTS'.A'0,20 LO-SEI N:CFlOAS SWu1 BE Fl1TIti1.Y EMB�TDEO INTO THE CONCRETE BL�K,NO N d 4 - - - I4. tf' 3.g 5 fi5 - - 11 0 g,S 4.9 11 - - EMBEDMENT INTO SIUCCO,SHALL BE FER61RTE0I 0-20SS.MACK'.NS SCREW USEO'SHALL BE 1 1/2'LANG 1AIIII SHOULD STUCCO 14 72 1 8 G:5 4.3 - - - 14 f2,.8.5 7.g.5 a - - t• 10.5 7 5.5 6 4,5 - - E+CST,Alio 1'Mth'INUM'FOR WALLS WITH NO STUCCO, 113 &1 5:51 4 1- - - - 14. 12 D 7 8 4.5 - - 14 Il 7 53 4,5 3.5 74 •1; 10 9 73 - -1`14 12 to i a 8.5 3 - - '14 Ix 5 a S 4. - - p,1.Ly_ ) CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,P.tt'FRS 0:'t ANY VENEER SE.FOUND,ON rriE EXISTING-WALL OR FLOOR, t4 I1D5 7 5 i 93 &5 5 4 J - - 10 7S 5 7 - - - ANCHORS SHALL BE LONG'.D IGH TC-REACH THE MAIN STRUCRIR£BEHIND SAID WALL FINIS.`IEB.ANCHORAGE SHALL BE AS BNOICATED ON .7s 11 73 5-5 - - - - 1.11.5 9 E 5 1 4 -i- 123}G.5 6 4 - - NOTES 8.1)&.8.2)ASar-FCR INSTALlATIC M ON VINYL SMN3 OR EFS WITH CR WITHOUT METAL STUDS CONSULT THIS EnGLI-ER, 10,3 8 - - 14 12 8 9.5 6.5 4 - - 1J 10 5,5 5 1 4 t J FCR INSTALLATION INTO'CFS ATTH METAL STUDS SEE SHAT 2A •I 16 - - - - 14 12 9 7 8 49 -1- 14 0:5 ;T 65 45 RS3 - - 12.5 S.5 5 - - - 52 9 a 4.5 a J -I- 9 7 4.5 S5 J (C) ANCHORS SHALL-SE INSTALLED FOLLEUVNG ALL OF THE RECCUMENDATICNS AND S EWICATiON'a OF TRE-ANCHOR'S MANUFKTU�7i. tt t0 1 7 - - - - - 14 1D3 7 5.5 45 - - LS 5! S,g JS 75 - a9.5 7 415 -I- - - - 14 it3 73 6 5 - - 11 a '.8 4.g + (0) SEE SCHEDULE BELOW FOR FACE DISTANCE(ED.)VERSUS SPAMNG RaLAnCNSHIP FOR ANCHORS. l4 t2 t0 - - t2 8 6:5 5,8 - - - 11 ID GS 5 a - - FD,G£DISTANCE YERa1c SPA NO [ H D i FOR ANCN04�• +1.5 BS 4.5 - - - - - I 8 55 t s3 4 4 J - - - - MA.SIMUN ANCHOR SPACINGS ARE VALID FOR EDGE OMtANCS'S INDCATED SELCA FOR E 0.LESS THAN THE wDICAED.REOUCE ANCHOR e..'ACNG 7 9.S 6.5 5 - - 0.5 8 5 4 - - BY MULTIPLYING SPACING SHG%'N ON 9CHMULE BY.THE FOLWXNC.FAGTOt25, Ra t4 11DA 7 5S 4.5 - - - 11 as 5.5 4.5 J.5 - - REDUOEO SPACING CRTA M USING FACTOR SIAL NOTP.211SS TI•AN WVPJUU•SPACNG INDICATED FOR VAU ANf74C?TYPE 13"-0' - I- - - - - 1a 11.5 7.5 G 5 - - 12 9 8 45 4 - - - FACTOR 1l��� - - 0 7a 3 14J - - 7.g�5.3 4 J TPPCDN 1yRN/,6yANGEU TAPPER} -I= - - - 12 9 6 rob 4 - - - s,S 17 5 4 _ ='a=__= TAPCON THREADFORM TECHNOLOGY ALL POINT SDiID SET BLUE TAP W/CAP Mai.SPAtaIG 8 8 - T- i] 95 0.S 5 - - - 0.5 7,5 5. 4 - -1- - 'iBLADE�B DI E.O. MIN,SPACING w 3" MK SPACING.1' MM SPACLW.-1 1 2 MINI-PACiNC.1' 3]J4' 4' 14 i2 - -,- - - t. SM.-- . 55 - - - - 11 8.5 .,5 43 - - - E.O. / 10 7.5 - - - - - - 6 7 4.5 .3 - - -_`' 5 JS 3 - - W POURED CONORETf A O COMME CM E SUXX POURTD CONC M L PCUREO CONCRETE li POJ D.tO'£Y�E Cew"'8S-'_ROOT 11.51 a - - I- - I- - I t 8 5. 45 - - - - 9 0. 4.5 - - DO CGNCREtE F.NNDCX CONCRETE BLOCK CONCRENE DLOCK J14,5 - - - - - ,,. MCN..FJ'.TS 1/2.19v,ED.-?1n• n.,, r..N rn. IA,Y ED.•J 1/,-UK EA•11/2' 14 - - - - - - 13. to 6.. - - - - los 5 5 - - - - _BLADE WORKING 3' I,D 0.90 1.0. 0.78 1.0 0.04' 14 15'-0� - - B3 &5. 4 - - - - - a5 5 3 _ _ _ _ _ �� 2 1/2' - O.BI _ 1.0 - - 01 1.0 IN UNISON 4. _ _ _ _ _.._._ _ _..._._ _ s - - - - 4.5 a 4 - - - - 2- 0.71 0.51 1 - - Ila&S a:5 - - - - S &5 1 3/4' - 0.91' - - - 0.41 76,-D• is - -)."' - - -'12.5 a.5 5 - - - - - 10'7.5 5 - - - - - T ill' 0.J5 a -t- - - - 0.513 -1- - 015- +-+_ 9.5I 7 5 - - - - s s 4 - - - FLORIDA BUILDiNG CODE Non High Uelbaity HurlicGne Bong 1i1j,Wl,A.T114-_ 020111 EAS1=_RN METAL SUPPLY,INC. \GEPdSF "9� ERTHA NvTla ' MTRLI�_I` AnSoS■ >. Accordion Shutter System Div.MAX#, w/OR w/o H.v.vav R-ADE f �. ,.,• IT AmeHcatl Shutter SystemsY.NP DESc9PnDN ogre Caw, i Ac. r TILLIT TESTING & ENGINEERING COMPANY' STATE OF Q7A; & aNw,JDA 5L 5x Jai vfi uCR�S P,NAxOA 1i66 AFSOCIQtIOMr Inc. t OLD 11-051 11/25/ITBtte 71J29f71 (7CSje7,-13 G.Foe:{Jas E71-1511 42&8 Weskroads Drive 2 (CED ,C• LQRtD 11 a 4GI tTLreCP5l.nrn .AtylNv No 11 Vies' Palm $Dach, FL 33407 ] µ'ysS/ONALV�,i Wa.1EA A.TILUT'Je.P.E. t 11-192 Pr;;90,AtURE/DATE FLORIDA u�a 441675 SHEET .E.'ISSI c1 13 OF 24 C11 16 0 1AJ zz -.4 cl E CL ........... ........... Es ------------------- u I .................. --------------- $n n4 .........nnoam 5�j f+1 ..­ ; ........I. I�.............. .4. - - ------------------ ............. mIll ------- --- U3,- m 1 1 1 1 S kill . ............... Z co -ki -- --------- – ----------- 4, V) .. . . . . . . . . . i . . . . . . . . lilt . . . 41 smilill 1 01 64 IV yJO� o v Tm �'j+ n� . IIn�F11n11111II ill 11 11111 11 11111 11i 111 ----- ---------------1. T!VV g'q.. 71 N. V V S!Is!z121v1v1m21v :41s!v VI =,-q 212N & + ............ ..... .................�-m sj n.6..............T ----------- ---- ----------- =...............1--1..... Ar ----------- 0.............. .........31141 - T.211222222M -------- 9 n22e... ...... =1Z----------------- 10 MAXIMUM A.S.D._DESIGN PRESSURE RATING ,f.) AND CORRESPONDING MAXIMUM ANCHOR SPACIN(: (L) SCHEDULE FOR A GIVEN MAX. SHITITER SPAN NCA S D DESIGN PRESSURE RATING AN A CORRESPONDING A4OUhT/NC TYPE (SEE MOuNM'6S ON SHEETS,18.&17). '=::Zt_J B �T R AT F=- SOUTHERN PINE No, 2 W MIN.'G-0,55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR 50UTH SL'uiH a' NO. SPRUCE PINE SPRUCE INE / 1/2• MIN. COX FIR�rtORTN FIR SOUTH DOUGLAS FIR W/ MIN. 640,50 W/M14.G=0.43 W/MIN. G=0.36 PLYWOOD MIN,0 0 W/ W/MINI. G=0,4J Yt MIN. Ge0.36 WALL MDUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T M, N. 0.& R FLOOR MOUNTINGS M. N. 0 &R FLOOR MOUNTINGS M, N, 0& R FLOOR MOUNTINGS WALL MOUNTINGS 9.0.Wal MOUNTINGS 6,0.WALL MOUNTINGS 6.0.19ALL MOUNPNGs W& X W&'X 'W & X P&O S&V 5.6;V SLV asm CAM P61E R2F IM L=tcu hsm KnatA32 rt7 'Mc.www MMg rmX ♦pm 1;:AzeasxEM x'I UA Ow NDTS Mw 6.$im %0%Co.R=fmc 1Pj a ISO wmt 1£SM gcrG�Tj a1tA inrizMox rAxjw,w OCH:1 rpx Wit:too L,1 MM wwr ft-mr.FAX 30 40 160173 190 11115 30 40 60175 SO 1105 30 140 '60 75 9a 65 30 10- 60 75 196 1105 30 140 6G 75 90 05 30 40 160 75 91)105 30 401.60 75 90 tab 30 40 fiO 75 90'06130 40 60 75 90 05.30 40' 60 75-M 05 M LESS 12 10 110 9 6 8 6 6 6 16 fi E 12 r0 10 9 8 8- 6 6 .6 8 6 6 12 10 110 9 -8 8 6 6 6 6 6 6 :6 5 4 4 4 3 12 12 12 12112 12.12 12 112112 12 12 12 12 12.112 112 12 4"-0• 12 10 10 9 8 8 6 6. b. 6 6 6 12 IG 10 9 8 8 fi 6 "6 6 0 6.12 10 10 9 8 6 A 6 6 0 S 6 -6 5 4 .4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 72 12 12 12 12 12 12 10 10'9 8 8 6 S 6 6 6 S.5 12 10 10 9 8 '8 6 a 6 6. 5 5 12 10 10 9 8 7 b 6 fi 0 b 5 6 5 -4 4 4 3 i2 12 11 11 t2 12 72 !2 12 '12. 12'12 12 12 12 12 12 0. 6'-D' 12 10 10 9 8 65 6 6 6 6 SS 4S 12 10 ID 9 8 5 6 6 6 5 5 4S'12 10 10 9 6 3.5 6• 6 6 6 5 45 E 5 4- 4 3.5 - 12 12,12 12 12 12 12 12112 72 12 12 12 IZ 11 12 106.5 Y-o' 12 10 10 9 6.5 4 6 6 8 S 4.5 4 T2 to 10 9 -5- 3 6 6 6 5 i 3.5.12+1,0, 10 1 3,5 - 6 6 '6 5 4 3,5 E 5 4 4 - - 12.'12 11. 12 12 12 12 12 12 12 12 10.!12 12 12 90.58:5 7.5 8'-0" 12 W 10 7s5 4.5 3 6 6 6 5 4 3,5 12 10 10 6-35 - 6 66 9 .5 3.6 3 12 10 4' ^ - 6 6 5 .5 3S'3 6 5 4 - - 12 12 12 12 12 12 Ti-12 12 12 11 9.5 12 1211,519.17.516.5 9'-0• 12 10 f0 5 3.5 - 6 8 5.5..5 35 S 12 Tc 9 4 8 8 45 4 3 J 12 10 4 3 6 6 4.5 4 3 3 S 5 3.5- - 12 12 12 12 12 G. 12 12 12 1 9.5&5 12 12 10. $ 6,5 5.5 12 110 7.5 4 - - 6 6 5 4 3 - 12 10 6 3 - - 6, 6 4 3.5 3 12 12 al- 6' 6 4- 5 3 - 6 5 12. 11 12 12 1. 9.5 12 12.12 10.5&S 7.5 12 12 9 7 6 5 _....it-D' 12 10 5.5 - -. 6' 6 4.5- - i- 12 1D 8.5- '6.S 3.5- - 12 10 - - 6 55 41- 6, 5 - 12 !2.12 12 10 85 12 12, 12,S5 8 7 t2 12 $ :5'5.5 d. 6 - 12 s0 35- - - 6 5 13.5 - - 12 10 -!- - - 6 S S5-. - - 8 5 - - - -112112 12 1. 9.5 6 12 12 11 6.5 7 6 12 1.575 6 5 4 12 10 - - 45 - - - 12 7.5 -I- - - S 415 ^ - - 6 4,5 - - - 12 ;2 12 16 8.5 7.5 12 !2' 1 C 6 8,5 5.5 12 0.5 7 5.5 4.5 �bm S - i2 12 12 9S 8 S t2 12 9.5 75 6 St.S 12 95 65 5 a S 2 - - - 5 - - 12 - - 5 - - - 6 - - 12 12 11 fl 7:5 5 12 12 6S 7 6 4 t2 9 6 5 4 12 - _ _ _ _ 6 _ �. _ _ - - - - 6.5'S 3 11..$.5 5.5 In- HV BLADE OR C1) HV BLADE W^/ tl A� HV WINDOW BLADE WORKING IN UNISON* •SLE LLV�M0.45 01'1.KL FQ9 CGAAC A ON 5>ti'ft t0 }NOTES ON ANCHORS-RE(1UIREMENTS., WOOD SUBSTRATES, 1.ANCHORS TO.WA-FLOOR OR SOLID wWO SOFFIT SPALL_m^AS F0'LLMSi 3.WaSMTE SKkt CONSIST OF TIC F01LOMUM . -SOUOtERN PIKE No.2 W/0-055 1/4•F TAP0011 MNCHM%AS 1rANUFACURE6 9Y LT.W.J tULOEv W/M+NIUIIN EA9mWENT AS=CiTEO AT -D00'745, FV W/0-450 EACH SEC"N`R`5HEM 16 a 17. -MCE'MNE M NORTH W/G-OA3(N,QS.) EXCEPOOX:SEE 0,2 9ELOW. -T9UCE M1 E FIR SOUtH W/G-0,316(N.D:S,) -V,%t/2-COX FL-WCOO(1986 APA.) 2.ANCHORS TO N.CiLO'k Cc1UtiG EMA-" BE AS PER erOUXitYD TYPE U.SHEET 17 AND 5*ALLLCCti95T.a TAC SCRE4'S A4 PER NOS 2COS SP2[:I IMOA'S. - 4.ANCHO95 VVU 6E IN6TAL4-0 FOLLOYNO ALL OF THE FZOOUMENO':iONS Vja somfCAIVONS OF THE ANCROWS 144NIFAGTURER. FLORIDA BUILDING CODE'(Mon High.Velec ty HUrricone Zone' 1r,ArArArini.. 04011 EASTERN MEM'SUPPILY.INC. , RA=.Nsg lr BERTHA H 1M Accordion Shutter Sys temLEC s�cAwSmSAN.V. MAX#i W/OR W/O KY.WNDDW HARE 741py American Shutter A.O. Systems ;Ev.x TILLIT TESTING & ENGINEERING COMPANY } Y OEsat:m:raN OAtG 0RA'.111 0Y; .. d3'a5 x.@.:E:A.SL:§i<.365 Y^.nAIfiYA GaFAEN3.€113RCA 3`1+<d Associ$tloni Inc. r OLD 11-063 Tt/29/1 OAT.• 11/29/11 Prtcne:(305�H77-t53O Ftr:.(306)871-15,'.1 426$ WaDLIoaO'9 DYIvB 2 TATE QF NN a I:W'",¢roow- DRAWING NO 1 ;•L. , 4Yesl Palm Beach, FL 3340) 11-192 WaTE A.MUT Jr;P.E. 4 {f •FLMDA Uc d 44167 5 SHEET •. .�..>(� O}�AA7E a 15 OF. 20 ��ri�rAAAnrr INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & 'J& HV* BLADES . AS APPLICI MAX, S14UTTEg SpAN L,+_og L-� Fog INSTALLATIONS IN 0 W OD WITH HV SLADE(1) ONLY SHALL ABLE WALL FINISH BE UMITED. TO 105.0-120iSSU TMAX S I i/4'0.T/J C0N OR .S'D SIGN P ES URF RATING0 I L 0 D 1 G 1 UN SO k CON S?7'TF1 A:^VAHCEO ./4'e FA'rCON OR �t W;ZQFORM TECHNOU=l ;/PCOM WITH ADVANCED nip-wFORM TECFLN0L M --T-- it W/1Min,PENETRATION ti YJ t 1 J2.�1.'PENETRATION OF TkRP.AOEO AREA TObUSTINO OF THREADED AREA TO � / ! MLN.SEPARx'W 1 ;I Jf"y EXISTING WOOD HEADER. YW00.HE It-(SEE SO,'EWLE ON SHEET 15) 1 TO GLASS(SM 1 OR ,v (SEE SCHEDULE ON SHEET 15) � � t/A'0-20x3/4"SLS.EACHINE T—1:A�gW"Dl I 1 �T 1 1 SCREWS Y+/ ilb'-20 NJrs ! yy JEEf.t9 FCA a 1z'Q.Q. _ ® � 1'N'n, EXiSTMG 1 6A01S tTlu IGH) E GLASS--t ' I 1 I�i NAL lbs 1 Oa 15 AFTNTSI+? a WALL EXIST7NC MIN. FINISH 1 E)OSRNG MIN, I � HEADER --<DOR tl `-2'.R'ALWO - t 1 i'L TkaCCt7 OFt TAPCO"!WITH ADVANCED { p HFJ�0.R REQUIRED - 1I 1 I THr.REPDF09U TECHNOLOGY W/t 1/2' Ex;rNG E MN.SEPhNON ! ! d Mm.P--NEtRAT10N OF THREADED M&TO CUSS-.g TO CLASS{SE l !l 1 E4SM13'AOD HEADER. L-J�txA:0ws"FEr EX ST HG NIN.SEFIAPATION T0;CUSS} (�SCH DULE.ON SHEET 15) ! t FCR BLADE QjdL - GLASS--1 (SEE SCHEIXI E ON SHEET 11 E i ON STET I9 TOR .2'xa CONT.SILL ,oto PLATE REQ'G. SLADESS SHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION @HV WALL HEADER -INSTALLATION -r---- I I ( NN SEPARATION.TO GLASS I 1 UIN:SCHEDULE SEPARATION i0 EMMUT I ) XEMNG '�}F EZISIraG 1"-{.:.EE scer+^iwt.E c sHEe s s)�__ t �'-'-"(EE �cHEouLE ON syE_=s t 1} yLAss_} Es cl 3 7a7N.sePATLiaGN TO cLAsscuss-�'`( ` 2 xb CCTST:-f(SEE S SCHzDU:Z ON SfiEET 11, ! � I # " A„OO PSAFa f ! 1/4'o-20x3i<'S5 KACIos a. USING E-SC-REWS t;7{ 1 — I MACHINE 1 ussnc 1/a=20 Hers i Y, s 1 MAUtiRiE s_Rrns W/ /4 2Q I, ) a 12'o.c f iZri YJ,v.L s a � /'/ , s FlIaSH I 1 I J `� �'�O:C. OR® 1 i l ca 18 1 1CR 1 V' (SU 1 ORFS2'4'CONT.Wa o PLATEO>. 7 Min. r' '' ADVANCED aEADFo�a T=c:r THREY ED T rt/x' EMF'-G IAOOD H OF T}'READE'0 AR..A iO TAPCON OR TAFCON VAN ADVANCED l (SEE SC w006 HEADER. I I t 7/4'9 TA CCN 04 hDI"c: 'RE0'0. 7 (SEE SCHECULE CN SHKi 75) OF0RM TECHNOLAOY W/1/2' A..^W+NCEDi-SEE SaEET t FOR TYACAL ( -i " "-WALL FNISH ENETRhT10:7 0 THREADED ARFA INTO PLYWOOD 1/2'M1N CD+ THRE%OFCRId TECHNOLAGY SHUTTER ASSEuSLY.CHEWLE ON 54f IS) E7USTW0 NIN.214` PLYRY]OD R 'D, W/1 Y Nin.PENETRATIQN 6F 1-MOUNTING SECA0N5 CPN EE , ox PLYWOOD REG'D. REgo PPLsnbQ D TO MAX Flw R 5CH.Nu�ev VEEr 155)D s 11 44Y INSTAAhLLATION.AY To ®HV WALL SILL INSTALI TION YIST`N NEN.2.a STUDS O i8'O.C.Liar.RE0'0- ATTACIIED TG STUDS N P YWODO TO FIE ATTR--ZD TO STUDS IN ACCORDANCE ACCORDANCE WITH 1ATH SECTTOti L2305 OF THE F,D.C, SEC11,011.2309 x THE O HV WALL SILL INSTALLATION •SEE uN�TIONS OF a DF Q�HY WALL SILL INSTALLATION F.9_C 3 A A ON 5HE7 FLOW BUILDING CODE(Kon High velocity Hurricane Zane 02011 EASTF,14 METAL SUPPLY,INC. FJj1' ' iL IE C Q les. A.S.S,A■ Accordion Shutter System �'&7-"' t�.v. #T w/CR w/o RV.W=V sa>E TILt1T :ENING & fNGINEE9ING COMPANY American Shutto Systems ,e OLSraIPnoN OAr ORAwI+uY: Ac: Association, Inc. I PLG TI--063 DAt ss/9IIS E- Ti/28/3l cC i ems N.w,run _:ate,vs w xns F ax W iTlse 4266 W"troea's Dtive 2 (ws,sn-15M.F..:(Sas)s7t-sas DRA'1YING Mo O/( ' FL0R1D?.'��s,1` c-nae:G axCMc6csm 3 West Palm Beach, FL 334D7 L E9-ODDaz10 11-192 IIs wuTR A TILUT:l.P.E. A P I ti"2 ^OS �UR[/D4 SDA uo.1 uiaT 6 SH 16 OF-20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS-FORM HV & CA) HV-0_ BLADES {AS APPLICABLE). MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BrMEIn ONLY WALL FIMSH SHALL BE LIMITED TOPRESSURE G SEE SHE '19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WiTH BLADE ) & A WORKING IN UNISON /4'0 TAPCCN OR +'x8° u;n. EXISTING EO----EO 2'HfY. IPPCON WITH.ADVANCED ( ) WOOD"UN REQUIRED. / � EDO IFAPPUCASI.E THREAOrOF.AE TECHNOLOGY / --' ( ) A, 1 J. N;n.PENETRATION 11 +6-2Cc3 4°S.S. SWOTURAL'ADEQUACY Or RADE°AREA i0 PNiL11P5 7R 55 HEAD OF TO BE CERTIFIED BFAA! p E#GSTIN'G WOOD'hT;AOER. j''i' REGISTERED RED ANCI EE "rTWOOD EE SC4EWtE OY SNEt'13 I U'^• W/1/E SCREWS RECISTECT PRIOR to OR -" !.f .... EXISTING OR - 'F}-[J W/2'D.C. NUTS SHUT iECT PRIOR TO EO E TRUSSES OR EC E 0 f2'O.C. SHUTTER:INSTALLATION. 1/2' '� ��.�t/2 D.C.R #R D�I�o 1/+b TAPCON �� READFORw TECHNOLOGY / g, E .» 1/I6 L-.s, NG SOFFK f \ 00.PENETRATION. y Tyu3+" "ai61! CONT:ALUU.iUisE MORAL �ST114fADwOoo R�`E1Des. �"r'� � / ---- ;'� � /e S.lA,S. ,.I (6O6]-T5 ALIO: W/ QO°O.C. (])5/18'0 LAG SCREWS TD Sl.RE01JLf,�ON SHEET#s} � # '.� 1 or 13 Or 1�5 .EACH RATER OR TRUSS. orQor© i LOCATE vG SCREWS AT { I L+I warIi of ZA NG wcoo EXsma lAw 2'a+° I e 1 t { UEMSER (2'M;n.#iOMINFL EXISTING--1 µEAGER afQ'O 1 OFEN HOtf Ai EACµ ' WDTN}Y7/2":N;n. GAS aI AI:N.SEPARATION To CLASS I STL9 TD ACCEPT -I PENETRATION DF THRF1zED -(3ES SCµEOLIIE ON SHE,11) E#CSifNG # I 'I'-}, t E t .CLASS--- S/T8"0 LAO SCREW AREA.VALD.ROR { 1 ' AT CENTER OF TUBE. NSTALSAAON4 tl'M .<pxf # ' ? I ' M A.S.D.DESICN WAND 3 TR$ASAI Wm[ K -1RST7NC I e<7'L SS'ha7N -9'-D MAN.SPAY.INS. HV WALL HEADER INSTALLATIQN � � s�r G A53--I t s INSTALLATION IS.ONLY VALID I W Q& QOR�!� 'I II TER'MOC 0RC FOR WXD W/WN.SPECIFIC O1 Slw!9 Roi. GRAVITY OF 0.50 AS DOUGLAS i.sFi$'swecr r,'A T,alx RNtmra AS D+Lar 9. M�'� 1 OR W RR oR SOUTHERN PINE No, 2. 'w V°n w Y TESgr.S1w CAN BE p HV"GELLING R'ISTALLAR0 U�HV 0 O oa E°wL tj KM SBPAR a; # m aJss WSEE -y OR SEPARAT#O°Y TO GLASSfill EbSTNY'u" ' 1 @ I I SEPAo.ATlON I I I 8 (Sa SOµEOULE ON SHEET IT} I pg'S T 17�R it TO GLASS T F?75OYC 1 OtASS�I BARTSii��FJ 'Y . (SEE SCHEDULE I I GC.ASS I _ 9iLw srr�fT 11) I I I I I E I ANNC OR ({ J f I ©' P LOCATION 1/eTY: EXGSt TIuNG=.m 1/}' A HEJ/8s I ( PIN,WCOO W° AD DECK E°UIRED SCREWS o 12'ox r I NO FIN T.3 G.4 2 M9'S1iN..Y'OCD # a-! OF,Cx,RE{h MED(NO . ALLo6"ED} a ! NK I TUM1SH AuovrD) ,E30 _ 1 9 LEQ-L- I EDGE OE DECiL. _ .P+ - '�-`$^ = °' - .... EDGE OF oECsc 111111 88 pp 1 t1 .I �"" IF As «-..r "NO:—•1 DECK.UCA o _. IF APPLICABLE 1 {'i° \ t/4'a-2Lf1/A' A PUC0.:L- x 7/A`O i??CGY OR t° PEEL'rJ'S TRUSS HEAD "�LIW--L----- 2 4 CONT, MCON W:TN ADVANCED ut"• M IN-SCRE145 �"-'�— -""'�� #/d"0 TAPCON OR TAPCOV'WITH ADVANCED 543. KATE THRCADFO-nu TECHNOLOGY W/t 4'-20 NUTS ' 2` I ThR.AOFOR.N TECHNO:AOY WJ 1 1/.Nin. 2..�• r! 1/4'a-TAPCON OR TAPGON WITH ADVANCcO'THREAOFORM {{ WM/1 '/.' PENETRJ..T#^uN O 12 O.C. PENEtRAT#ON Cr 7tiREADEO O THREADED AREA to TECHNOLOGY W/ 1 1/2"AIFn.PENETRATION OF TIV EDDED AREA TO£Ti 65?lhYi 14090 HEARER.(SEE £X6RNG WOOD"I DJX •APEA TO'EXSTINc WOOD HEADER.(SEE SCI.WIJ1E ON SH 'T 15} >� J St#�ClLe oN SHEET 15) . t (SEE SCHEDULE CN SH.T IS) • ATlGNS E#F.1,sE PCR �X �F WALK—OYER INSTAL.LA ICH �V HV WALL SILL IldSTALLATION � *is ( HV- FLOOR iNSTALiAT10N FLORIDA BUILDING CODE(Non Nigh Velocity Hurricone Zone` 'REtNNJpiJi+� 02GTt EASTERN#AETAL_SUPPLY.INC. THA HV — ,`aa� ; GE � �UE p► �q. ® Accordion.Shutter S stem .1r iJ 1 N 4. A.S.S.!"f. PLV.&ADE#1 w/OR W/O PLV.Wt WN RAM 6 &7 / s American Shaffer.Sysfems iY.N Rar PT1RN RArc MA-AN sr: Ac T1ll1T 7EST1,14 & ENGINEERING COMPANY AS300fafi0tii Inc. t 'OLD TT-081- ##/29/1 F..CATV• 11/29/it zbC SC Is'.X.—VAGINA G4<(K3L5 MOR£+.Mwa ` 4208 Westroces Drive 2 DRAWING Nc �d.( ''•FCORiOA:'s��'�<<`` �OtaUoa`c°iF` Nest Palm Beach, FL 33V.07 s )92 CW`5+' (y\#L1T ttiALiER A Tua FLORMA U�.A 4-67 aSHEET17 F 20 P.�- 4L'/DATE END INSTALLATIONS Y HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS �,. .aaoD FS1ws casv. 2.".Lox tmDD ( ryas xae. Am XT- "(104, r r SICe[ S V tx7u-saass ++ /g\ H erns r a. \'_ w I/ //r•^4e•1 V oomva ca/ss •,od.,.-:w.w.T +:,,1Ysaa33t w a3T ' R4 li.-.:Y4i 11 V'7•H 91K 19A7J Ct!>ffi 17 SCi !7: (6tl!'SJ CRI[. f@IG11 +/•'• .Cat O`I 3ET'f t9!W' — 1 t FOi MOE�Ra t/�• y 1 RR 6J5®ANO n/asat9L.a.es iJ2, vutcme: a/ Nat7 .•.�. I a.�2e{q V` �e`. 9L.±g. aQ1 l ,sz r ae r'w. 40 1 oc4 a oiear�s:us. _ _ x.lrv,mu as a.a. qaW D1/ialry•ssts.mF e 03 �. OR tmu>zct cr ��09 Q�� ssa tat ■Toa 03.I -m T:Aascs �oc'a"ivc-`rcMr,� ' L -{�••.@•®''t" �•�'- �gFi3 iVr•�•�`• L�• tttoo �§�*�Ca..�4-a��r aa'i" �•!$ p,�,p.®. US•Or•L?•zJ'Q•fS• �•L3•i`v�.J.©- Q3.43-3•Ld�•t�- b END CONNECTION DETAI (2) END CONNECUON DETETdIL AI 9 ON 4A L4•.I� END CONNECTION DETAIL 'END CONNECTID A L , L Q _ DIST.; •K=m oAA•vaa sAks aaa ct tr a,ra /—Q'm .:.ean, _i/.y.Tu•ca•,mega :1•'.;.aex;..•..:was l+a.t -su.s. �'"'. _._. '•`+t""' ./t tri•d ,a/}tri'+/:c a+e [r:teat Ct+ss-� i ee wn:o fx•at rcamv-wK a t7 o.e, c`a � ♦ SEE UMTAT70N5 OF USE FOR \j �"' / / / +�N".u!c. On'9 ar 'fir',_` _ KAOE(90N SHEET 19 1�t r�'a�uxx0l.a wmoh e) iDeroi 1Jsr ,R Z-1 .F,. ': ~IicR� �pvyioR�S VIEW Y •6 C+ (U +J•L�g �, zas» eW a.. 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I v NAX.iHUTTER SPARs.48" 3 A=','1:D'MW KIINGS:A.D.G&H CR SH•ETS S,7;AS WELL AS MC57tTtMGs H,O.T.U,&•A''0(i Sti$EI$./8 S 17. t ONLY C'ENTERUATES �y CL'OfH W/ftls OR 'A.f'E ALi t4'+..D VfiH �ccyy ARW+N IN A Sm ET OR OPP WJ U DUT.IN GSE OF OPP P+C !"" 4 CAYCUT,(S5)MUST BE INCLUDED ONLY AT WETTOR ACCESS SSOE OF ➢TY,7ERM E, TYP.M END I A a , A 5.(A1 HV,tiINDN'BIA➢� SMALL ONtY A:LOw A WI%WAW OF 5 OPEtP.M05 s I (3°v HOLES}FOR i pER&ACE AT SPACINCS SHCIVN ON SHEET A.. .7'� A i ' (B)MIN.CLEARANCE FROii_TW,0 BOTTOM�EDG£-OF Hv ri�DOW�.R�EO WAX.S MNDOir. • I ( • I 1 I Of ANY X0 HOLE FOR++SW1LL"BE W. ALLOWED AT W vi • � E a �f V xwov'ELADE t '+ ' ...:. "'�C)FRST Q4 T GLACE OOMiNO,-CW FROM,STARTERS AT--Nos UAY ISE Mt N11JCON BLAnE� s A a a (0)My W4NOU'A'BLADE QMost BE USiO.A:TERMATF.'t0 A SCUO'HY BLADE 1O THROUGHOUT SHUTTER'S W16TH _ I A (E)C., VATES SH+,I..WLWAYS BE INSTAU.ED AWACENT TO A SOLID HV 4 a ' �yU� L.A. 8Ln.7 T AL EITt6ER :Or THEE@. S OOIf `Sf SW IIJD POLYCAF.EMTE Nd WINOON�MOLL BE INSTALLED S6-. T FABS fAC£ CC.NNECTN9 s • • ♦ • s :� TlIE r1TFfU^nR tY'THE OP�?72M EdV'C PROTECTED.HY W:h00N IAuST HE $ ONLY INSTALLED AND LOCKED USING A tM SETIiNG TOOL PTLJ'.P 5T'ASSA, G=TNLS O.Y S}IEEfS t0&18 TYP ` FJtI HEtCNT. 4 i 6.SEE ANCHOR SPACING SCHEDULE FOR LNSTNI/LDOh5 LVTD.WC90 F7i4!tE U. BUILDINGS ON SHCET 15.AS LIMITED 8Y SPAN AND DUGN LOAD(SEE-NOTES I p P C✓ � Y T 6:2 ABO'vF). s. a 7,SEE ANCt(CR S'Cq'M SChEDUWA LOON S4A:L+T61Ys INTO POUF IT � f CON"RETE CR tOh'CRIIE D:.00K WALL GT.SHEETS 12&13.AS 4NHE,➢,BY I I SPA'NID ORR ON,=(SEE NOTES 1 &2 ASCI:). 8. •NUN SS-ARA110'4 TO VJ S 6CHE0ULE,PER ASTM E-1926: (�HIq,p �wp rrp t&ERTTOOU NR3VET1T5} � 1.`" �� D `� (S TCP W -15 6 7 WINO 20NE _MI4'.UUM SEPARATION W CLASS ~f' NUNITEED 5rp i THRU S E!EVATIQN us,= ` "'TD , 6,25° EXLSDNG AASS SOW OV S'�T 11 Trn'�anE.C{3 /g \ JMRIOR 06 01 KuVr SYMU C=PL CENTERLATES ZQ \Y/f7 M�OR u5 AND `' �.s --( �'_�'iCs•!'y W/C'O(SHOTE 4 ABSTvEj PSN \ Ed TYPICALn HV BLADE WORKING IN UNISON WITH HV WINDOW BLADSHUTTER* -----_.-�' N.T.s. Ft9RIQA BUILDING CODE(Kan N±oFT Velocity Hurricanedone ' tttr•AA•A SAY+' 02011 EASTERN METAL SUPPLY,INC. ;,+.�?.:��E�,�-••. ��TAccordion Shutter System / iLFEcow .\ w ii RADE P1 W/GR%V/0 KV.VoNi MADE `NO 67 American' Shutter Systarns •' 71LLIT TESTING & ENGINEERING COMPANY �•x ➢EatanRaY aATE oP.Axn er AG- "Y"T G1:5 H.x',3m 64.Ste.JCS.YY"".VACAaCET=s,MTL2l.]itch /A3SOQ1QttQITA Inca I OLA 11-063 11/29/11 DATE. 11/29/11 Lph—:(365)97/-1536.Fa-:(!CS}871-1531 4268 Westroads Drive 2 DRAPING NO r `+ •- I:fift—Ota.— Wes, Polm Secch, FL 33407 3 11-192 A FEc17RICAU� Jr.16cQATE SHE9T OP 20 .•,A,t1 9-.i I/Z'A 0.055•Thi INSTALLATIONS W/�1 HV BLADE & HV CENTERMATES --I4.UaD'Maz M:a.ASTWA-E53 CRAZE 40. N'n, VT1s ES' `E^. AT ST:E 2 Nq"; ! 43b INTO METAL STUD WALLS �` X09'• Z METAL SNDi AT 18'O.C: W 0.00' o a'G.c. 40 41 I WO NOMINAL • 0 +/2 a15` tGENMAL ONS AND CONDIMF QNS OF USE A.WMINUM SLEEVE -W f t t li i2 o,.,; . .. - ! 6063-TS ALLOY _4 S/tti 6 1/4"A O.ZSs•Mt4 Tun.. 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'I✓ 4 CENTERMATES W- 21 :� CENT tifATES W To crass z' ! ! lNTERlOR access SIDE csEs sct£ou r+a. ! 4 ,., ,� EXTERIOR ACCESS SIDE �. --------_ _--- ---- __ ---- ---------- -- --- - -------- ------ --- —------------- --- \ 21 ( 21 21 21 i WCATE0 AT 1E t/NfM^3!/S3LL ENDS 4 12--� �. --------�G,....�.—>_ ��6N � m.�- - _-=--_-�--•� - --- 124��,�si ---- --- - VIEW Y 3 !/4'(TrPJ ( SIDE CONNECTION TO TRACK 6 i/2'(Typ.). Y 7'--- -----6 1/2^MAX._LACY IAV BV@ BLADE SLACK DETAI HVF f+C >IflRIDA BUiLD1NG CODE(Non H;9I, Ve)oc;ty 8urricana Zone ,T'+l F4Al/I/I•/moi%;� 020:1 EASTERN WTAL SUPPLY,WC. ....., TM .................. :�� nls p qq Accordion Shutter System L E IC V INC. A10S!!Sf14i H.V.BLADE#1 W/OR W/O H.V.WNWW BULL. ND.44167 American Shull®r ms TILLIT TESTING do ENGINEERING COMPANY �g�a n•K DM91pnO.4 DAM rr,AwN 9v: A4 Association. Inc. , GLO ;1:G63 1.2s/I1 09 11/za/,s . fl)55 II.N..69 M ,_a.50.,.YMzl.A 4d OMS,FWRD4 M196 Ph— CS0597t-15x0 F..;(305)S71-,53T 4268 We=_trQs DAve z DRAWING No West Palm Beach, FL 33407 3 =_ocF•`LOiiIO •Cti % vuLTER A.nwr r.P.E. 4 1 1-192 P. Q�dA1A R2''DATE FL RDA .1 4a,9T a SH 2O PF 20 s rna M.aanuellATC 6 CIAMM BUILDING'S PEAK ROOF HEIGHT vs DES/GN WIND PRESSURE P S F) FOR ASG 7.-10 = PEAK ROOF HEIGHT LESS THAN OR EQUAL TO 60 FEET a� BASIC WIND SPEED = 170 mph RISK CATEGORY Il BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESA�--) PEAK L*-GREATER OR EQUAL THAN 7'-9"AND L-GREATER OR EQUAL THAN 12'-5" ROOF L---LESS THAN T-9" LESS THAN 12'-J" HEIGHT (h) POSITIVE I NE0477VE POSITIVE NEGATIVE POSITIVE 1 I NEGATIVE INDICATED DESIGN Y/!NI 76.4- - 102.4 -. . . 73.0 95:5. .._ ...'... ...68.5 CORRESPOND Ta THE I ZONE AND P17ERIOR Z > 75'-20' 80.4 107.6 76.8 1.00.4 72.0 90.8 AND SLD FOR ALL ROOF >20'-25' 83.6 111.9 79.8 104.4 74.8 94.4 *�L =STORM PANEL LEN >25'-JO' 86.2 115.5 82.4 j 107.7 77.3 97.$ ACCORDION SHUTTi BLADE LENGTH OR > 30'-40' 90.7 121.4 86.6 113.3 81.2 102,4 SHUTTER HEIGHT. > 40'-50' 94.3 126.2 90.0 1IT7..'; 84.4 1.06.5 PRODUCTS WHICH B.' 97.3 130.3 92.9 i 121.5. 87.2 109.9. SATE O FLORDn�A BViUNGS PEAK ROQE HEIGHT vs DESM WIND PRESSME FOR MURPNMES &-CLAW.W,maa�'EQR ASCE _7-10._ PkAk. ROOF fffflff MEATER THAN 02 �K BASIC WIND SPEED = 170 mph RISK CATEGORY 11 BUILDINGS RESIDENTIAL, APARTMENT BUILDINGS & COMMERCIAL BUILDINGS (RETAIL, WHOLESALEJ I i I ' PEAK ROOF L"LESS THAN 12-3" L••GREATER OR EQUAL THAN 12'-3" HEIGHT (h) POSITIVE NEGATIVE POSITIVE NECARVE > 60'- 70' 91.5 167.7 84.3 148.4 BUILD/NG > 70'- 80' 93.5 171.6 86.2 151.9 . >BO' - 90' 95.6 175.2 88.0 155.0 > 90'- ,GW 78.4 89.7 157.9 - f 1 5 1 92.5 163.0 > O'- 146 103.2 189.2 J 95.1 167.4 97.3 j 171.3 > 160' - 180' 107.8 197.6 99.3 174.9 :7[�G5Sis1GGy,a•y 101.1 ' 178.1 '> ` v t'ib1Ir v ! >200'-250' 114.1 209,2 105.2 185.1 �y . �� Z"I > 250'-JOO' 117.8 216.0 108.5 191.1 aa; '� � k v o° �> 'r"'� > JOO' -J50' 121.0 221.9 111.5 196.3 This i5 > J50'- 400' 123.9 227.1 114.1 200.9 ' a °Lai. > 400'- 450' 126.4 231,8 116.5 205.1 4 � ° Valid Onl > 450'-500' 728.8 1 236.1 118.6 208.9 % ....... °•° } pt y' 2010 FLORIDA BUILDING CODE - BI 1.)THIS CER77RED SIGNED AND SEALED WIND PRESSURE CHART, PREPARED BY THIS ENGINEER, BASED ON ASCE 7-10, CHAPTER JO STANDARD, FOR A 64SIC 10ND SPEED ^°•,.y,.:,.: ;•nr'd OF 170 MPH, AND APPLICABLE RISK CATEGORY BUILDING&EXPOSURES, IS COMPLETELY GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT ASCE 7-10 / WIND PRES: 2.)THIS WIND PRESSURE CHART MUST BE SIGNED, SEALED AND DATED BY THIS ENGINEER IF USED TO OBTAIN A ONE 71ME BUILDING PERMIT STORM PANELS ACCORDION&B414 J.)CONTRACTOR OR PERMIT HOLDER TO BE RESPONSIBLE FOR THE SELECTION OF DESIGN WIND PRESSURE BASED ON THIS GENERIC VIED PRESSURE CHART. RISK CAT. 11 BLOGS WIND PRESSURES ARE STRENGTH DESIGN PRESSURES AND NOT AS.D.PRESSURES. 4.)THIS WIND PRESSURE CHART SHALL BE CONSIDERED INVAUD IF ALTERED BY ANY MEANS �. �C OINC. WIND BASIC WIND SSPEED =ED = 17 TILLIT TESTING&ENGINEERING COMPANY ND 5.)DESIGN WINO PRESSURES SELECTED BY THE CONTRACTOR OR PERMIT HOLDER FROM THIS WINO PRESSURE CHART SHALL BE INDICATED ON A SEPARATE DOCUMENT 5.W KW.368u SI.SIM Jos,V.=NA a4ROMS,R 37166 EXPOSURE D. Kd=G PREPARED BY THE CONTRACTOR OR PERMIT HOLDER(e.g., SPREADSHEET, OPENING SCHc'DULE/TAKE OFF SHEET, ETC.). Prone:(365)671-I5J8.FM,:(3651871-1531 �, o Eau wrt Pn.wti E8-0006719 WALTER A BLUT Jr. P.E. F - - ° FLORIDA Llc.9 44167 2