Loading...
HomeMy WebLinkAboutProduct Approval i ESS EXPERT SHUTTER SERVICES INC. "We're Taking The Shutter Industry By Storm" RECEI`. .-� APR �$ 1015 !WHEELER RESIDENCE 4 3 5 7 front entry 2 -----•----------- --•---------- 1626 S.W. Biltmore Street m Port St.Lucie, Florida 34984 Q(772) 871-1915 0(800)749-9056•Fax(772) 871-0990 5/21/13 Florida Building Code Online 17, n p .. 4 ?�7., •+�",a �tgS° IwX%i= -a tiF4r-; '# vhA + _::: `.A.t7ti 51, Amda Cepdrtmentq BCIS Home Log In j User Registration Hot Topic Submit Surcharge Stats&Facts i Publications FBC Staff SCIS Site Map Links Search Busines Professil7 ) __11-15. product Approval l"IQ �tiUSER:Public User Regulation Product Approval Menu>Product or Aoolication Search>Application List>Application Detail ¢ 'x FL# FL389-RS 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 Irodriguez@eastemmetal.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 Pf 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. F74 Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192 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 Eouiv 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.asp�C?param=wGEVXQwtDgvYYHH2vJ�ft53MvvsXdCOtOX3bENFONlQQc%3d 1/2 5/21/13 Florida Building Code Online Vd LC Vd11UdLgU 1G/41/4U11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 IP Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 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 drwo 11-190 ASSA.Ddf Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D". Max span is 13'-0"for 40 p.s.f. FL389 R5 AE Droduct evaluation drwo 11-190 Ddf 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.Ddf 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 Evaluation Reports Other:Large missile level"D". Max. Span is 16'-0"for 30 p.s.f FL389 R5 AE ASSA ProdLlctevaluationreportdrwo11192 Ddf 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 HVI and HV1A working in unison. See sheets 7, 11 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 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes 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 drwa 11-194 Ddf Blade 1 and I.W-0"for Blade 2. See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively eack E-1 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,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eChe:ck �,za securitvniltrlucs' uwnlv.floridabuilding.org/pr/pr appdfl.asp�C?param=wGEVXOwtDgJYYHH2uJV,t53MwsXdCOtOX3bENFON1QOc°/p3d 212 GENERAL NOTES: L BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P,E.D,)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDITION OF THE FLORIDA _ BUILDING CODE.THIS.ACCORDION SHUTTER SYSTEM SHALL.NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN TEND LOADS SHALL:BE CETETIMCIED AS PER.S_ECTLON 1620 OF THE ASOYc MENTIONEO CODE,FOR A BASIC WIND SPEED RECUIREO BY THE JURISDICflON WHERE SHUTTER IALt. TABLE OF CONTENTS, BE INSTALLED WITH A CIRECTIONALITY FACTOR KU-0,85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FBC A40 SHALL NOT EXCEED THE MAXIMUM(A.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12, 13,14. 15,15&20, IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DEiEiWNED PER ASCE 7-10 SHILL BE FIRST'REDUCED TO&S.D.DESIGN WND LOADS AREA 1: F{V 13L&ES(1)Fe BY MULTIPLYING THEM BY 0.6 W OROERO COMPAPE THESE W/MLA!,(AS.0)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11, 12,13. 14, 15, 10&20. GENERAL NO'IES SHEET 1 IN ORCER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED,WERE NOT OVER STRESSED,A 33%INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS HCI USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER,A WIND DURATION FACTOR CO-L50 WAS USED FOR VERdICAT10N OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.Y.ACCORDION SHUTTER SYSTEM'S ADE01111ACY FOR MND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED 1N ACCORDANCE WITH SECTION 1805.1,2 OF THE ABOVE MBNNONED CODE AS PER ATL REPORTS TYPICALSHUTTER ASSEMBLY 35-44 SHEET t TYPICAL WINDOW S-ADE-&WINDOW DETNL -HV BLAOE O 60214,01--03,10715.01-03,11004.01-05.11214.01-05.,60317.02-01,fMC9,01-10 AND 8021041-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS ANO ASTM 8-1866 AREA,2. HV 13LADE(1)AND HV WINDOW BLADE-.6h AND E-1538 STANDARCS(MISSILE LEVEL.D,.WND ZONES 1.2 S 3)&11220,03-10 AS PER TAS 201,203&203 PROTOCOLS LARGE 0551LE WHERE APPLICABLC -HV WINDOW BLADE a 100SO1-06 AS PER ASTM E-1866 A%U E-1996-(MGS:.E LEVEL D,",.END ZONES L,2,3)BASIC PROTECTION CNLY AND 1 072:81-68 AS PER TAS 202 PROTOCOL, TYPICAL SHUTTER ELEVA110;+i;&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRTiE/BLOCK SHEET 6 2,HV BLADED AND HV WINDOW BLADE fl ARE EIGISNE,.REO TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERA,L'MTTAreNs AND CONDIRONS OF USE INDICATED ON SHEET 79 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 1 BERTHA KV,ACCORDION FINS(HV SCRUMS).USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION N TRACKS'SHALL BE 114K2.75'AND 114x1.75'RFEPECOVELY,NO-HT MINIMUM SERIES CENIERMATE 'OETAS HV SHEET B STAINLESS STEEL'SCREWS WITH 135.0 k^t YIELD LD STRENGTH AND 180 kst TENSILE STRENGTH.PINS SHABE COATED WITH BERTHA HV DACROSHLELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS NJ SHEET B COATING APPUCATORS.REOISIERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.FINS MUST BEAR THE HY.IIARKLNG ON THEIR"HEAT. 4,ALL ALUMINUM EXTRUSIONS SHALL.BE ALUMINUM ASSOCIARON ALLOY AND TEMPER AS INDICATED ON SHE 2 AND 3,AINIMUM Y1 LO STRENGTH FOR 6063-T6 ALLOY IS 50.0 ksR AAD 35,7 hsI FOR END CONNECTION DETAILS 14,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY, MAXIMUM SPAN TABLES SHEET 11 -ANCHOR SCHEDULE—CONCRETE&BLO"_K SHEET 12 5.AL SCR-M.TO BE STAINLESS.STEEL 304 OR 316 ASI SERIES OR CORRMON RESISTANT COATED CARBON STEc1,AS PER DIN 50018 ATH 50 kMI MIN.YIELD STRENGTH AND 90 ks3 MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONC3Er.&BLOCK. SHEET 13 AND SHALL COUPLY W/FLORIDA BUILDING CODE SECTION 2411,714, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.BOLTS TO BE ASTM A-307 CALVANi2EO STD„CR ASI 304 OR 316 SERIES STAINLESS STEM YA1H 35 Kel MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECLFICATIONS:HV BLADE O 112,x.14,15 AND 20 LNSTALL-ATION DETAILS M-R WOOD SHEET 16 HV BLAik-.Q'&Q ,WDRKRNC N UN35CN:12. 13&ti INSTALLATION OETA'LS S-X,WOOD SHEET 17 END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 B.INS BERTHA H.V.ACCCR11iDN.SH'UITFR SYSTEM BEARS A U.S.PATET,T 1O'773,532.COMPONENTS OF THIS APPROVAL ARE COVERED,IN W;:OR_-OR IN PMT BY U.S.-PATENT 15'458:176':SS'JEO TO EASTERN METAL SUPPLY,7RC. AREA 3: HV WINDOW-BLADE 0 ONLY_ . 5.IT.STRAIN BE-THE RFSPCtiSIfilL1TY OF THE CONTRACTOR TO YEIRTY T}'£.sOUND:'If.SS OF THE-STRUCTURE riTiE-4E SHUTTER IS TO BE�AIiACii�.i0 INSURE PROPER APiCHCP,ADE.CONTRACTOR TO EFJL/CANLK ' ALL SHUTTER COMPONENT EMCES:I&M-'N REM4N,THRU FASTENING IN CONTINUOUS COYfA:T WYM ME BUMK'Z TO PRtVENT WING/RRLN-INT.SIGN. TYPICAL SHUTTER ELEVATION SHELL 19 10.EACH UNIT MUST BEM PERIJANEN'T LABEL W A""ISLE PLOE WITH W;.RIi,NG NOTE:DURING PERIODS OF HURRIWIE WARNINGS NOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND NO CENTERIL4TES AND-ENGA^,£OR LOCK ALL,NV AND HD LOCKS. AREA 4: HV WINDOW 13LADE(1�ONLY 11.SHUTTER IJANUFACTURER'8 LABEL SHALL SE LOCATED ON A READILY Vf�'BLE LOCATOOTI AT ACCOR31ON SHUTTER IN ACCORDANCE W!'TH SECTION t715,8J OF FLORIDA SUIL.DItIG CCAS.ONE LABEL SHALL BE INSTALLATION OETAILS,METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING, LABELING TO COUPLY WITH SECTION 1715.8,2 Of TIME FLORIDA BULGING CCD& 12.BERTHA H.V.ACCORCtO4 SHUTTER SYSTEM'S INSTALLATION SXALL CDMFLY WITH SPECS LNDICATEO IN THIS DRAWING PULS %R'BUILDING AND ZONING REGULATIONS PRONOED BY TELE w'-A S4:CTIG'i WHERE PERMIT IS APPLIED TO, 13.(a)THIS RED,PREPARED gr INS E4IN"EER IS GENERIC AND GOES NOT PAONDE INFORMATION FOR A SITE SPECIFIC PROJECT,.i,e.WHERE THE SITE CONDITIONS OEVT47E F70M THE P E.D, (D)CONTRACTOR TO 85 RESPONVI)LE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SAFETY OF THIS PROCLICT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NDT DEoATE FROM THE CONDITIONS DETAILED ON THIS DOCUVENT.CONSTRUCTDN SAFETY AT SITE IS THE CONTRACTOR'S RESPONS13UTY. (a)THS P.E.D.WILL BE CONS IDMED I AAUO IT ALTERED BY %%Y L-EANS. (a SITE SPECIFIC PROJECTS SMALL BE PREPARED BY A FLORIDA REGSTERED ENGIN`E'R OR ARCHITECT L"CH WILL BECOME THE E117SEE,R OF RECORD(EA.R.)FOR THE PROJECT AND WHO YALE.BE RESPONSIDL E FOR THE PROPER USE GE THE P.E.D.ENGINEER OF RECORD,ACANG AS A O•'?ECATEO ENGINEER TO THE RED.ENGINEER SHALL SUBMIT 7O THIS LATTER THE SITE SPECIFIC OPAWINCS FOR RMEW. (E)THIS P.E.O.SHALL BEM THE DATE AND ORIGINAL SEA,AND SSNKTURE OF THE PROFESSIONAL ETIGNEER OF RECORD THAT PREPARZO IF, FLORIDA BUILDING CODE Finn High Velocity Hurricane tone L1T,r E7 0 2011'EASTERN METAL SUPPLY.INC. A. tit BERTHA HVTM V�cErvS `'� S A Accordion Shutter S stern _ -... Y �. C x c. ■ ■ ■ ■ N v. MAE 1 wj OR w/o H.v.\511r7(7N SLA .�� American Shutter Syst®tns ELI! OE=]P1aN DATE DRAWi LIFT Ac. TAUT TESTING & ENGINEERING COMPANY ,q$sxintian, Inc. I OLD 1T-063 11/24/11 0Ar 11/29/11 NAM,_G 'St.554,, A,Y6aMt CtlMCNM FWRCA 3168 Pb—I(ass 71-L53D,FaK I(305)671-1531 4263 Wes(roods 01, 2 DRAINING No - tnF., (^OR10 ;,�<L 11,0 e-Pr zet �9lmm West Palm Beach, FL 33407 3 11-192 Et p/ \�1,d WALTER A.ttUT Jr,RE 5 SHEET P.E.3fh��� I Ill DATE �� LE 144187 a 1 OE on �. N.tax m.mr a>Lc.�,d ,a� � vanes 4.657 a.9q$ •� �< i HY SOUR BLADE � HY_2.T/jE0'�STARTER J13V UNIVERSAL FLOATER a CUAUFlED FIR USE IY/ COVE^RcD UNDER US PATENT5458i7R CUADFIED FOR USE LY/ BLADE(i) 04 V BLADE(i) Q] ,�T MOUNT HV BIACE 'i V.my WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED`FOR USE W/ hV 6063-T6 ALLOY AND TEMPER EE LIMITATIONS OF USE OF BLADE @ 0\SH c 19 - BLAD6063-T6 ALLOY YY AND TEMPER 3.., .6063-T6 ALLOY AND TEuPER 2 1x00• 24"- 70, '-70• i3 3.556_ 61"i PJ •"�' Y 0' .670' �. .99a' ^!. 0HV DAD—ADAPTER W/L1P 4..�6• ,�_ - t+ 6 QUALIFIED FOR USE Wf FIV NV WALK—OVER TRACK "" 6 HY ADJ. FLDOR TRACK BLADE C-1 OUAaFrED FOR u E W/by HV TRENCH TRACK 6063-76 ALLOY AND TEMPER -c } QUALIFIED FOR USE A'j KV QUALIFIED FOR USE 4Yf HV 6063-.4 AL!:6Y. TEMPER. BLADE�ONLY. HY R cuARD BLADE AN , 6063-T6 ALLOY AND ;EMELT CUAL;FIEO FOR,U E W/NY 60.3-16 ALLOY AND TEMPER VARIX ^1 � 1.936' BlADE I mm 1,915• - a, F-1 VARIES 1.936, 6063-T8 ALLOY A. TEMPER 1917, �oe�x'1_ae3• Yr� Cas ILa4 F��_ u Toa _1�I c ,t-ie•L r w .e6o- •E t T j3 r _g � 354(7 1 3522` ) 20 lI� t11j HV-CEI NG HEA DERi,jjL�l EADER/SILL 13) HD GEtL.1NG HEADER/_SILL OLFALIFIF!: FOR USE W/KV BLADE Y7IQNLY, OUAUFIME FOR US V/ KV BLADE 1 ONLY ,r?. 54763-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/tfiJ BLADE '? d NO WALL HEADER SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VAUD!TY. QUAUFIED FOR USE 1Yj HV 6663-T6 ALLOY AND TEMPER 6063-To ALLOY AND TEMPER BLADE 47 ONLY. ,t 6065-T6 ALLOY AND TEMPER ( L94dP=OYExt A R S` 72 p % IT, . '0,9 —! 5 2" I5'MAX.. !/6` 1/1, i' 1 3 "um I ' f 2- 5*twl 0.192- 0.192* v ,1 �SIDE_kNGLI•G 12p C N QUALIFIED FOR USE w/KV ALUMINUM ANGLES 4s 25• 7'VAX. 0.290• 0090` �G . ED ER POSTS BLADE ID QUALIFIED FOUSE W/ HV -.� ( � _ QEDBLADE O W/ h V 6063 T6 A'-OY AND TEMPER SLADE Cl)sONLY. '1 � 1 t 6063-T6 ALLOY AND cM`rER.. � 2 ,5. <`o,F36' 0,131' 5063-76 ALLOY AND TEMPER FLORIDA 13UILFiIPG 107 (Nor high �letecir Hurricane Zana 1+7! p/rrar. 0120!t EASTERN tAZTAL.SUPPLY:INC, tttt%,� vk A T!14/ ,� Accordion Shutter System. ... 0L ECC� L■,;. ■ ■ ■ t�D.. �67 American shutter systems H.u:SATE1 WJ as a/o Hv,vsn�7wa> E ! TILLIT TESTING & ENOINEERING COMPANY' - v,r nLSCR;ii90N ..nate nwrN;Oxe s,n: a.:s w.m.36 s z:c 7;-5.v4Guaa raidEe�S.P.c?.,:t,a:ies A3SOai4'�iOrl• 1na. a 41.0 s t-or t/23fti net': S ij29/i c "'O•'''CYT 'r{i"'-""GT'-� P+.v!e (.A 7/-sB.A Fa (Y'S)57t-i51! -4268 TVest'ooti5 Drive 2 e-'' 9:5 axccm om West Posm Beach, FL 33407 s DRAiv€NG?:o rC`•'•.,�l7RIQ`,;' d'C+ t FR-6006'719 11-192 Fs .......• �� Iitt WLI'm rl rLur a..a6. 6 S 2E7 0 P.E�. FQ� /DATE }GR M1 Lc 0 44 67 5 .742 a °}+' ur x ro- � nmta+�o } °m� FLAT ew n 1/4,la I�6Y E0 P&IM 4C�EME9 fr GASS 9nnn-Pr+uiteaa 0§1 W, R. � ro G# n 0 6 Mk15'(073AYbifi (diFxv:.pufDt) a __ FIATmI UALIFIED FOR.USE W/KI ELADE0g(Igi ON ° ^'v - H-V EGRESS LOCK 6063-76 ALLOY AND TEMPER quo D FOR USE W/W BLADE 7 &q ONLY °�7''�...3_;_nzs' 79 gUAI:FiEDrfo,R USE W/liv OUAt7F(ED.FOR USE W/KV 6063-T6 ALLOY AND TEMPER MADE C&.g ONLY. f & 'ONLY. QOLIMED FOR USE W/FIV BLADE 1,0141-Y t 2.74` 6063-T6 AL AND TEMPER 9S6' AAFT11, fRiSSty404.07S' I.63' i9+-.36a 1/4"x--20 x 314p v n ju===== .f i c`Zr�' a m, ,! • I r---2=7-'--•—, t ' —,=i � J .: '6 79144"LWV(402t-T3MUAOE RA IN PMT j Uta FSWAUYA4,NXED SY ° PROW°�"T�" HV MCK GE aRRrBH �N ARSPMIN Kk5!..r'; T L7054 OR Al, 2:�j -LOCKER EOR "T" LOCK CENTERMAT QUALFIED FOR USE W/ HV a(ADE t)ONLY " " Hy "T" LO k V ALTERNATIVE LOCK 6063-76 ALLOY AND TEMPER. gUAL7Fi£D FOR USE QUALIFIED F06USE W/ ijV QUALIFIED FOR USE W/HV ELADE01ONLY QUAURED FOR USE W/ HV BLADE(f)ONLY t4/Nw-6LP.DE'CONLY. BLADE , ONLY.. 6063-T6 ALLOY AND TEMPER $063-76 ALLAY AND TEMPEFF- 1 677 Tk:�+eruRa- �j ,. 5 .3t4 1 �I n � � .. ❑�t cgf Q "� � 0.679'A!N, ' 711UAL11711 .t2fr".M.�x, CKING ROD USL V/K'/BLR c 4°1& qi?A' .. FpR US Ya/?iV BL,C +.G D hOI I I AuoY SND TEMFEa RMATE'S INSERT£363-16 ALLOY AhO TESLPER VAS-^ t M<:3.. DUAUFIED MR USE Yat HV SLA'3E(1'&CIXtf�•t-a S s 7jg a1t,..p , 06s .6 AL 0Y RD iF.S'.EP. �''� } ORKL�LOCKING ROI? , ,HD LOCK FPR USE 14/ hV BLADE,O1' :363-T6 ALLOY AND TEMPER 1i 7' � '�¢" Q+t�20 AI$I JOQ� BY RECON+P"DW RE MORTiaE L=KS SERIES 2333 HOOK BOLT LOCK. IJMON 47=..L REuUtRE A 7/toH t.E �ERIES S,S•T I S' DUrALJFIED FDR-GSE W/Hi'ELA:)E{5 T��CS FpR PROPER EVOEO?..Ni OUALJFIE0 FSR USE W/ HV SLADE G"U10-JRM FOR USE W/ HV BLADE jFLOR ION RUIN,`. CODE(Ron High etaci.y Hurricane Zone �I,0' ,R A r/Z 02.011 E,&SIERN LtETAL SUPPLY,(NC,-- - Ira ■ ■ � Accordion Shutter System 81LlCz, fro 44167 z Kv.s.,,iE#t W/rR w/o Kv.wuswv BLS American Shutter S s#ems Y Na 0 ?'PTIaV "iftkA1STr HY: AG. TILL2 TESTN.G & EN611JEER4NG COMPANY •G (3a9J67 SUtTF nr e±se N.s*..:n+n s_.s...teA Svr vSa c±a:eve,fa. .s.utss WestlOnl Inc. t OLDt7-aif3 tP/29J 'aATG 71/24 t t Pn.0 ('05}67:-1630 n . t-S5J, 4:268 Vestroad9 Drive 9 S DaAS,yioaG Na -�4(`'F�ffRI� w` �ttS t n.£6 tLfl0589 cam WeSt Paan aecch, FL 33407 3 I { t-19L =,^. Sun/'•••••••••\G`IttS WiTER A.TLUT b:P.E. 4 ?.E' `Jldkt/OAiE FLORMA Ltz 0 447x7 a SHEET of 20 „9.0 or ( aG� *NOTES HV LOCKS "Q=&KNjERMAXM. „0 t I7 ,(”m,`., � •ONE HU LOCK�or 1g SHALL BE USED AT 1/2 OF SHUTTER SPAN-FO�F�t'.'Y:SOAK Y.. OR 12'ASMIE OR Br W t c OF SHUTTER-SPAN Fbft SPANS UP TO 105",AND FOR'NST TIONS T ANY I ELEtiIA I hV LOCK 2 Or 9^MAY BE USED AS AN INSIDE OR OJTB!DE LOCK.ATTACHED TO t' OR. hfl� A, CENTERIAATES W/(2) t/4 b-20 x 1/2'LONG FLAT HEAD S.S.M.S.tOCATON G LOCK 511ALL BE AS INDICATED ON I CAL SHUTTER ELEVATION, Cala I 1 2. ' 'p^ c a R PERFORVAN r � UP TO MO HV LOCKS b CR MAY BE USE 4 AS AN INSI c 10 LOCK.CONNECTION OF LOCKS TD CENTERMATE5 OR SHALL 8E AS INDICATED_ON NOTE I ABOVE. LOCAitON OF L ry i'fr'tCAL SHUT rc Lcv.u " - I LOOKING RODS(j ARE NOT REQUIRE}Ai URPICANE POSITION,BUT MAY ° 2d 5ell csr9a5 � I °' E USED IF DESIRED iflENHA:..E SHUTTER PERF ldANCE. LOCFONG RODS OR AN ALTERNATIVE 4EV10E MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). r 2�S SHALL BE USED w R MY SPAN AND INSTALLATIONS AT ELEVAi10N. HV LOCK oF. USED AS AN OUTSIDE OR INSIDE LOCK, P ATTACHED TO 1aAl CORNEA CENTERCAATE W/(2) 1/40-20 x 1/2"LONG FLAT HEAD S.S,M.S.MO LOCKtNO RODS �j AT TOP&BO SHAL-I BE USED.LOCATION OF LOCK SHALL BE AS 1NOICATED ON TYPICAL SHUTTER ELEVATION. WYJMUM'SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12, '� it B 5. yku- D 9 rzR��:ONE ALTERNATE Md LOCK..?,p MAY BE USED IN LIEU OF NY LOCK or FOR'ANY SPAN AND II I 3 8,. $ I ( s ENSi TONS AT ANY ELEVATION.ALIERNATE LOCK'gb MAY BE USED AS I tvSID OR OUTSIDE LOCK.ATTACHMENT OF 1/4'e-20x3/4'S.S.THUMBSCREW TO fJ OR 0 CE747RMATES,S1'.d.11.BE MADE W/ 1/4'0-20x3/4"ALUM. � �� RNNUT AS SHOWN ON SECitON RVE.SHEET B, ONE LOOK SHALL BE USED.Ai 1/2 OF SHUTTER SPAN OR TWO / t _ $ LOCKS AT 1/3 OF SHUTTER SPAN.6.-MANUATORY CONDITION A;FOR r_ MO 1 .MSF RATIONS ONE HV LOCK�j er®or(&SHALL BE niUSED AT 1/2 CF SHUTTER SPAN FOR ANY SPANOR 12ABOVE OR 6ELOW 1/2-OF SHUTTER SPAN FOR SPANS UP t 1 i tl 1 �I i (t 1 T4 88'.AND FOR INSTALLATIONS AT ANY ELEvAnoN.HV LOCK G or '=c•¢ MAY BE USS AS AN V�'Sro1 OR OUTSDE LOCK,ATTACHED TO I&or TA SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2'LONG FLAT HEAD S.S. SEE ENO 1 I 4 r` '�� M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON.TYPICAL Sis'JTTEP,2EVAT.ON. USE OF LOCKING ROOS CS (Y/(S' CONN-EM—ION I(�� I t ( j��, � �, .OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. SH�o& ✓ e K L Sf d ti! �! �� �J siIYTP,FULL " 1L *NOTES ON HV IIT" LOCKS AND CENTERMATES: OF CORNER t `�"%'vT "'""---- � —�Y CENTERM,ATE i,•ONE ALTERNATE IN-T"LOCK 3Q MAY 8E INST E4 IN UEU 0£'HV LDCKS OR k FOR ANY SPAN A140 INSTALLATIO AT ANY ELEVATION. At. NATE LOCK 0 AY B�USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT t 3°i1 'GG OF LOCK 00 INCLUDES USING RONFORCING LOCKER . AS SHOWN ON SECTION HVO,SHEET 9,WHICH MUST BE 10 5. ;�• TCONNECTE6 TO CENTERMATES 2�AND Uq W/ 1/4"0-20 At 1 1/2"LONG S.S.THREADED BOLT W/7/6'0 x 3/32' WINGNUT OR W/ 1/4'0-20.1'S.S.M.& INTO A 1/4'0x 5/8'PMiUT.LOCK MAY BE INSTALLED AT PAOSPAN OR 12" + •�<�:,z�.•0.1- MA.)0VUM ABOVE AND BELOW VZSPAN.USE Of TWC LOCKING RODS 0TCP AND BOTOM IS MANDATORY. 9.Cal—91.'CEJ w0'01.1- s{�•�s9 b ox 19i.�roa,F< *NOTES ON HD LOCKS & CENTERMATES:. 1.ND LOCK 2+4 Wf HD'�CENTERYATES f OR CSi W/ S:ONE ALTERNATE HD LOCK}MAYBE USED IN UEU OF TYPICAL 01) HV BLADE SHUTTER ELEVATION LOCKS 2 cR T�FCR ANY SPAN AND INSTALLATIONS AT AV'ELEVATION,ALTERNATE HO LOCK Q MAY BE USED S AS AN INSIDE OR OUTSIDE LOCK,ATTACHMENT OF HD LOCK TO�IS W/3 08 x 3/8"F.H.S.S.M.S.•AND INCLUDES N.T.S. REINFORCEMENT INSERT Oj AS SHOYN ON 5EcrONS HOB-HV�YD HOC-Ar,ST EZT 143.LOCK MAY BE INSTALLED AT MIOSPAN OR 12"MAkFMUM BELOW OR ABOVE MOSPAN.USE OF LOCKING ROOS 0 t5 CCM=LRELY OPTIOXAJ- FLORITA BUILDING CODEonigh elocity HurdCone one, ,LII"tiR A.TI(-" 02011 EASTERN METAL SUPPLY.INC. MERTHA °l Accordion Shutter System! E 6AL7 ,B , p American Shutter Systems ' TILLET TESTING& ENGINEERING COMPANY ev.x 0 sealaTwN OrYE oarlm •: STATE Or a` ess rex:xa_s1,s:..xaa.Y,?LYNA ws.Ervs.FtctRu u1e5 Association, Ina. 1 CLD 11-053 I1/.wI I OATS; t t/29li 1 ` 9Cl— Pham:;305)67%-I=' .Fa.:(305)81'1-1531 5268 Vlastrocds Drive O DRNMINO No ORIDA: '�. 1L c-ma dlte.e.d.w. West ?c!m Becch, FL 33407 3 11-192 `A, •..........•���11LL waT A000067 TUJr ir.PX P.E.tb?g iYiJUN`jRE/DATE R"'fia' °/'418r 6 SHEET T OF 0 64CRETE ANCHORS PGJREO CONCRETE POUREDOR CONCRETE BLOCK (SEE 5CHET)ULE ON REQUIRED 1wo-20"Ve SS. R NCFOUR SKST 13) CONCRETE 04 CHORS NE SCAM RECUR p (SEE SCHEDULE ON 1/0-20 COKCREIE ANCHORS 17 18 (m mo.Wln^.0O.SHEET 7) / fSiEEr T») a 12'-O.C: J (SEE ScFmUL£v4 SHEET'13) 1 1 e x•14 f / / / J MAC,,INE 4--2135 +-•ELT-;- ,J',J •--._ =NO 1/4--20 NUTS 99 _['250,M-r. I'�, —.•TS OF 5 t/ �r �� !} 3 Gt $ Ii t ( •� �� � \. !�, 250'Hae. .2w Jr € � �OP730"tat, ryi & tl�t'i f � P3i0NAL h 2 t@t S'PA'.tdr33 i x rC Cil'..(3i ' • sessctr;az it•A a i ",! !lltl 5HMuLS 0 3S CLASS 1 � S 'i1.TLSt i'Q iT3k75 I 1 OR 1A• ei m ExI,r3G_._».......-SEE scHEaL.�LE aN sye'T 11) ON sisx n*m GCA55 E%SST-.Nfl Y � MIN. � � ( �<� an OR CHOULE O m-Gtnss t Com^ NG r"'(SEE SCHEDULE ON 5!,'EEF 11) —� _. .�._��•n_ @W WALL HEADER INSTALLATION rA HV WALL HEADER IA9STAtLdTION "" FR ISTLLA31ON + KEYSTONE E7ik9T lC Y MIN.SEPARSTiCir TO GCRSS OI.AZS �-•� 't It t"��'-"(_EE SCHMV.E ON SHEET 11) eex.xPAZCf3ti OR A7 E>nsnKc..,_; � w a,.rs(stF. t Q ` MIK,SEPARATIDK TO CLASS 5 CLa55 i l� 0!Em (SEE SCMULE ON SHEET 11) u. 85555q aRt'JYh LrJ E7NST4NG f I� d i } % '/'-OPTIONAL 1/e- Cz'r _ ca 1, US MACH:PS SCR.1i "USI' I !! t TRU a H 0 MACHINE OMwi55 1 f r'q \ Ct}±'CRTETt A,"Yi.HORS TRUSS HEnG 1uCt4iAE.SOIC'{aS t Jrq / t 17 ! I 1/4d h'E SCTS tJ3iNu k 1....S£E SCH�,1L.Dtt tY "Otic- E A1.CHORS I ! {{ a` .j4"-20 Hes?5 e9 :2'O.C. R, € 1/4'11 hM17TS O 12"O.L. (SEE SCH OUSE GN.5"=T 13) I,x ~id', FD`JR=O ccNC-"TE--� ET r.3) OR C'J114ftT'8^CK PDJPE'1i "ONCR REWIRED R N^^t<•C�.C�K 1 !yYc`i ANCHORS HV WALL SILL INSTALLATION (SEE ON F)HV WALL SILL INSTALLATION PoLIREa CC) R:tE SHEET i4i OR CONCRETE BOK uau REOURREO HV WAIL SILL IN TA�rk "TION NOTE FOR SECn ."Q,yQ': I N STA LLAT I©N DETAILS W I I-V.Z SHEET 4 FOR TYPICAL SHUTTER 'E..0. COOS OISTA,NCL- c,- I T TONS Of UEiE t'OA /`} AS E`awY o c��M,A s J: ("'I BLADE 2 6d0UN-IINC S.C£L;4S C,•h HE COADINEO (SEE 5PECLFICA?!GNS ON ca.EET 13) BLADE ON S1E_ 19 N ANY WAY TO 5 TT AW IK ALLAT(N, FLORIDA BUILDItiG CODE'Hen H;gsr Velocity Hurricane lone', llrrAf „ @2011 EASTERN mz"A'.SUPPLY;INC. BERTHA HVTna _-Z. i Accordion Shutter System `- Ela 167 -1• i c-o—,n c. a ■ ■ ■ RV. BLADE#T W/OR%V/o KY.vlr=W BLADE TiLLiT TESTING & ENGINEERING COMPANY American Shutter Systems N CESwimv Dare W.Y.N all AO, vias tLia.STM TINGa.xa 1GI E RINGS.RO PA!Y AssocTation, Inc. a CLC a'-O&S It�(E^C9rE: i I/24/Tt '., 4` �! i 426a Wesircads ^five i ware ( E71-1s>D vat c GIsss-1511 i)RAS4`i 0 �a �iO 'c�4RTOt;• �S�'1`k1 d m"rEaDwa7io�"R West Rolm Beach. FL 33407 ` 11-192 rcS, ��Ilka YJL R A Tot T r..P_e. 5 Pte,''.' Q T1I, +DATE HARD-Lc f wii 4 3 6ET 0 20 SEE END WALL QQHN hL.DO 10 Is .a^ Sa aOIES m LC-=R=®,fw=KS nr OUT 9:f I N EXISTING GLASS INSTALLATIONS W.� 4r1 Y * H'b ALTERNATE M!LOCK 0CN Si.Et 8. at,%-SLACK DETAIL My 1s VA.A FOP ALL I BLADE W HV CENTERMATES camqwes AP=iCMt4wn. a-"Mo 1 Ip QV♦�4ii!]I+�/tttllS lM��+.�CR (21 fir]. ; Vj� [--D�SMO CLASS I '2'.2'.1/8`.D'-2 i O•®w l"J..�s:1�9+�5 3-1/4- 7• a 1/2° 7_ tscn-ns ALLOY]4ud OPPOSING I SY h4 T CAL Avc c w�C? +/,o rA»c� I I.'/2 M O'' C T MATES CEN E zvC,"41 R5 TO CO'.CR_E 1 t,3n. ARATIOY i wss�^� � � �1Cx i+'star,a Ta i V Qy r Tfl At FA.xr A.vice�.,ifla) o.G.ru;t L "stfT. t -.1.- Wf Ny 9CK or ` i I I 1 € :SEE.s itE::1£ J1 ON SH ET 11) 15 i� r { ` a 35 j IN {3 ' f 5 — 10 -- eo I * — 1 lo 0 03 � OUT C OR HV H ,.n a� !i .7 co& 1 " .. PGt:PEV CGtCrZET GT - (D/� „�, /� q. �' �` ° EXISTING LASS CGNC,,,C 9LCCX Y.'ALL -l'�1`-{4."�J°i>�✓-(l�✓�"A�} a OA-CI-0 pC SnPikG:CSJ}•{�t8:/°z",l'. l'1"�4:/ v.%� "�`� b i I s__ „ �.— _ OA-CI-0C�8-..w0Rtw•p®_=tAp�g .@taa_ , v __(— RECU':rA. / r GLASS xs5YMMV,sMOATI(IN p•paty CENTERMATS IN GLASS 'ROMA1. Sd 1_ __ _— ScSCHEDULE I ON'SKEET 1i 1 S * tIaTEoR MIN,stP:aUT.or: u f i55`<E Sch.ZaULE =N TTflY �.� I —`~ r ..._._.... OY�kEET i 7) ;iNTEftt',�`Rj !� �! _..�._ .�_. ____,—._.�.—.._ . 1 i(OUT _._.� _._._._ _._ `/ca+,P$TE�II: FIf c gas of ll E f 3 VARA ,� 1 n _. .. t X E�rGa; HVF** GUI Vis, EYE HVD FLORIDA BUILDING COD=(Hon H�qh Velocity Hurricane Zone; Y�pIIA /� - @2011 EASTER4 METAL SUPPLY;INC. yt TTT,p.. GENS r — Accordion Shutter System Isla 44167 �. i V Z; a c. m ® e . KV, M#i w/OR w/o H.v.'BAWL EILZE American Shutter Systems TlLLlT TEfiT113G & ENGINEERING COMPANY -V,Nc DMCAt MN WE a er: A.c. Cz•ti e:,ss n.m.SE*t s s:, ,vs;:av:.c: x".:e:..wA Sfeaq Assoalatienr Inc. I Ow 7 i..^d3 :1 j 9l`t. fiT�TI Q� z, iC ancot tx s7t-.sso,rw:Wcs s7s-Ts;i 4,268 WastroatIs drive z �O .FI.CRtQ�`,�: ¢t� a mca:tSn•Sccaztm Wts` Palm Seoch, FL 33407 3 [12,1VEPdG ha `R�,'••.. \� tll )%,.TCR k MIT14r.P.E i 11-192 $IU g �\ '° FLOaOA u:.6 44167 5 SHEET ?.E. t rT-3gE1OATG 5 8 or go POURED GONCRECE' r1.URED CONCRETE' -RED CONCRETE CaKRETcC•GNCUCK W� 'OR CONCRETE q` OR CONCRETE �.f\ 4R�fICREfE SLACK WALL REQUIRED J�,�. MOCK H'.LLL REOUiRc'0 }"� �"""'""'` 6C0.^K WALL REQUIRED.. / REOWRED ///!!! ••• il� EXISTING CLASS E1o5TiNG CLASS CONC GR EXISTING GLASS _...�..__.....� Jf�' �JJ2J',JMIN- �EXISTING CLASS A i6`D.C. 1 i .! I— T C..,...._ �� rr lAN,sEParocA70 / O �' �i p si DM.. AT{N :."r&:YJtE* SIM S'SEE SEPAVM Y MN.? EO i iE0 TICN TO MASS(SEE ii FOR MADE 9I A'.7 j � TO MASS f zE ON'Sim 1/t6•K3'kiAx. ON 91!eMT iG F'CA �+'-ti Ei` # / I �' ( li FOR'BLADE tS1A`O (6063-T6)CONT, 6V.W3 Q& it FOR MAN, iS`SF9�R 5 is,-®nw EOiFTH�5£Rj SIDE�''�\ ' ON sFG7Eg 4L� � fRA)ESO&. Sig• O8N1DDfsEEQT $ AP ETHR Fqi SDE MN i v2•MN. 4 USE •OR 2'MAX. III ac1/2-SALS, (AS APPL "Q$2 XI/6 zA'-2 f. ,,,� f At.U.WNJ UP ANCLE t,:1 .J. {6053 A7 MT,' iGFtt, OJ �.,. W�Lt Ai T C.(LOCATE AT To SEE DETAIL%FO � ♦ SIDE CONNECTION. E,THEA SIDE Fe) / OR V.OR SEE DETAIL X FCR '..(�R ,(� TO TRACKS a�°'�O ,�w qj/ SIGs.CONNECTION `� � ! 6 7 6 i DETAL X FO y� SIM a 18, I a 6.�?m 8 f0•�a TO TRACKS RAo.8 �:la 6 m .. Jt# F� �pa,'. •� SIDE CONNECTION 4 a®a®•Vn 6 ,0.�a t •®a� ,®'�X�" ! ��a� ®°©«� a L16C.�m� � +�7 To TRACKS —0-0.0-0-010- END '0 6 «3 a (D{} 0-0 0 ®a G 7 t m 6.J• fig, �y V0• a®.7( •0m /A���,, A,�•2�,- ,f.� S Q� �a��©•pp���, ��/yy«�°.vim"' y�yV��,,..�c". +�•�m�,r�«1�pa�B•�a �7. V•'i�O1 Q'Cti°i�' a®arJ l!'®°'®•��•�°"� � �p1X3•� l9`�a�C7 END CONNECTION DETAIL 1} END CONNE�M DETAIL 220 END CONNECTION DETAIL END C NNECTJON DETAIL 4.REAUIREO ONLY FOR SPINS GREATER THAM 12'-0• POL"3E0 CONCR_,TC OR ,+—EKIST7h0.Y1Aa'5 CONCRETE BILL WALL /-- EXlSDN .,.« L 1 RMUIRED / CUSS qs� S� _ I 'I S CUtY' .7' I r7 CASs tS_'_ r� �ORC�DR�9R . Ti FOR OU+^.E(DA*o CONCRv: v i/2'MIN, SaIE LE ON Slr'ET fl — ^�___.._ ANCHOR i 1 MR SLAM Q<.i"J ¢ ; 1� j COtlGRETE Q Q 12° �.S K-M iS FCRC. __''� EO BW-S 0&0 i- _ _ OR(D f �-777-' f I EG & OR DOR iDOR 2`vu t' ;`21 kiln, i SE-'JN>F'A11ONS OF USE FOR ! BLADE�A.ON SHEET IS 1�OR 1[�OR i�IOR�CR� ,�E7 i. f i (11 OP. fr KLAN /PCUR£0 CONCRETE OR 1 OR �' DETAIL X €�mU'U �"a �a ®m��®Qty^� E D INSTALLATION RECUECURErc 6LOOK WALL `� i a ;RED i N�a�• �i,�a --©-O• aC3•CJ•�a ,1 HV BLADE OR HV WINDOW BLADE INTO "� CONCRETE OR CONCRETE_BLOCK WALL. O CONNECTION DETAIL{5�� G al m a END CONNECTION DETAIL Via ® FLORIDA 8UILOINO CODE Nan I!IEgt€ Velocity NLIrTiccrte ane rNNraiir.,,r 0201 i EASTERN?R£T:L SUPPLY.INC. If TWA—HVT. �ME EECoi., Accordion Shutter System , KV.aAM#T w/CR W/O H.V.µr>a'xxv Bt-CE American Shutter Systems ams paroN DATE CAAM B kc. t°•. �. . : TILIX TESTING & ENSMEERING COMPANY Ass461at1®q, Inc. , OLD ti-Gs3 Ii/2a,,.aare 11l25/1 e:.s5 N.w..;d...M. .S#vR-'Y.Gta2v"l.FFOPII°..Mtm +{�f---moi P c o tro6r6n-,x3c 'a::taD5I6s,-i53i 42M INestraads Drive 2 _pe'•:'rCO Riga•'```•• i��` a^"i:III 6iW' 4'est Palm Beach,FL 33407 s JRl:W!,"!G Na F ti,1 WiYTE4 A.TWT J'P.E 11-192 ?:E' N ,a2 %DA E FLOMOJ U,P 44,47 s SHEEN' s 10 OF 20 SNEDULE AT SCHEDULE N2 SCHEDULE 43 MAXIMUM SHUTTER.SPAN* *L+"CR "L-" . NIAXIMUV, SHUTVER,SPAN* 'L+' 0XIMUM SHUTTER Sp** (ft.). FOR INSTALLATIONS V41 OR *L-' (ft) FOR 3R -L-`(ft.) INSTAUATIONS WSBwABQH_LMw CEWERMAIM(D &ig or or INSTALLATIONS Wf ffir w WMETRI CONCRETE&, WOOD (1)L+.MAMMU4 ALLOtVARLE SPAN FORA GIVEN Vl/ONE H.V, LOCK @ or 0 of or LOCK or CMERMAM MAN CRY POSIT"WE AS.D.DESION PRESSURE RATING, ,6 o,� 22 Wf ONE HV LOCKS HO LOCK (9 W1 NO LOCKING RODS Cr ONE RV LOCK or -a I& L-:MKX�ALIOWABLE SPAY FOR A GA(EN NECAT,<- 6 0�7M�!/ 46 LOCKING WALL A, 8, C D E. m, N. 0, P. Q, AS.D_oEVGN PRESSURE RATING. CENTERVATES Vif ONE If%( -T" W/ NO LockINC; RODS(2) IODS MOUNTING F, K C. R. S4 &V. LOCK 6 W/MIV LGCKIN'O,RODS 0 TOP (SEE NOTES T,tt) BOTTOM (SEE NOTESt.ttl (2)PROCECLRE TO DETERICNE VA*0UM SPAM FOR S4EEr 7) FLOORfCC4UKIG 0, H, 1, 11, J T. U, W a: X WALL MOUNTINGS(TOP/BOTTOM)01 FLOOR/CFALINGt UAX..v CONCREIII&WOOD INSTALLATIONS CONCIRCIE&WOOD am col"ICAME •MOUNTING & M &=Cc= JqSDAM I'M 8 ISM DM's ItWAIIA­­ GMN A POWNIE A.S.D.DES1314 PRESSURE RATING, PKMK WALL MOUNTM FLOOR/CCIUNC pff-SwFLCOR/Cnux_l MOUNUNG ipt WAW.NOU"NO, pnMM& DErERMINE WIUUM SPAN 'L+'FROM SCHEDULE. CPae)M"M MOUNIINC1a 0 OR GrSN A NECATivE XSZ.DESIGN PRESSURE RATING, (,Cp.-) FLQCR MO k0 Irl OETMMIKE LOXIMUM SPAN *L-'FROM SCHEDULE. 100MUM SHUTTER SPAN'L+'OR*L-"FOR L 4.. M) I-(P4 L 1, 091 1 (fa Lt 0 1 t:-" JO Or,-LES$ 16'-0' 16'-0* W-O" 16--0- 30 W-a" 1el-0, 30 161-01 il%STALLAr*NS NTO WOOD SMALL SE VwI*LO To FINAL WXMUM kLQ`AW_E SPAN IS MAIL TO THE '- - 747--W W-2- W-O' —35 14�10' 4--,E;- 3-5 -7s"7---r --167-to-- NSIVIUM DETERMINED SPAN BETWEEN 'L+'ANO "L-. 3-5 14'-I0— 1 105 psf.A&D,DEWN PRESSURE R014G. 40 13'-10- 13`-14"— 14'-2- 15'-2- 40 13-10- 737--lF. 14*-2* 15'^2" (3)PROCEDURE TO OETER14tNE MAXIMUM SPAN FOR 45 IJ'-I' 13'-1* 13'-4- IV-3* . 01�' ly-1, 1S'-I' 45 IX-41 W-3* t HV COWER CENI'ERMATIE.13 MAY SE USED AT All COMBINATIONS IN SMIEEN WALL MOUNTINGS ��q_ 12'-51 t2'-S* 12'-B* 13'-7' 50 121-51 12'-S* 50 W-3- 13'-t NOUNIING INSIALLATIONS.LOCKING SFECiFt,Ik W/FLCOR�CVIUNG MOUNTINGS: 55 -i�- iv-�, Tir-—ii- -—55 -- 55 II'-I' SMALL FIVE AS INDICATED ON WNOAT6rY CONDITION P2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 60 $L-n 121_-V_ I) W'. NOTE 65,SHEET 5� .2 �-4� W-V lo'-11, RATkNG; 61 11-1. OETERMNE� 85 P-1 ii,-It Llt-MAY,SPAN FOR'09LL MOUNTING 14STALLATIONS. 76 W-;* W-V 70 101-6* 70 T-5* 0-4, Lx+®VAX,SPAN FOR FLOG MOUNnNS 75 W-I' W-1" 0-4 11.-1 75 10'-1" 101-il 75 ttEXCEPT THAT VAXM-V SHUTTER SPAN'L+*OR vNVALLADONS, 80 0!-0- IF--v —so -L-"AX'O tAk*VUlA A.S,V.G--.SING PRESSURE RATIM FOR FOR A G.W.N NEGATIVE A.S.D. DESIGN FRnSURC 11-11, — MT114G: 85 ol-S, 85 9--d. INSTALLATIONS.VO cOW-IRETE OR COMSEM I--= go V-3, V-1: 91-51 "l-, Lao-,-- V:: v-3- SMALL BE UM.TED As FOLLCWSi DETERMINE: 95 V_D' a.-,. 9'-2" S'-10* .05 9,-O' 8-9* 1- CONNECTIONS TO (KEYSTONE MOUNTING Li-- MAX.SPAN FOR WALLALOUNT)NO INSTALLATIONS. MOUNTING @ON SHEET 7, 100 9'-7- 100 81-91 V-4' LIMITED TO +54,-72 AND B'-C" SPAN, SEE LA--VAX,VAN FOR FLOOR/cauN,-.�!IIOUNTIXG 105 '-11 9-7 105 1* L 110 V-4- v_'. 81-7- 9'-2- Ito 8'-4" V-1- FINAL kAXIMUM ALLCINABLE SPAN 15 EQUAL TO THE 115 5'-2, 6'-1 1' -2- 7--3- MiNvyUm wvwEEN�'ti+*; li-'AND 'L2-" I --jt— 11 120 -0* V-1 6*-,,1" 1 . SEPARA 10N. TO GLASS SCHEDULE, 120 (4)GO TO ANCHOR SCM-=ULE Vori W41,:- MAXIMUM _77-w' 1-25 V-io- 2-8" ALLOWACIF SPAN AND NEGATWC A.S.Q.DESIGN, 130 -1.7- H '!--,O' —8,-1' 130 V-S. PRESSURE RATING TO DETERMINE VAXIVUM AJNC:•iOR 135 7'-7` 6'-2" 7�-r , T-9- IF*— —9--2* WIND ZONE MINIMUM SPACING. 140 I.-S. 51-11, 1=7' `r_1. 1 1�0 V-S" V-I V ASTM E-1996 SEPARATION —i-—3 -4—g -7-S-5—; t45 I.-Y . 51-91 TO GLASS V-4' 7'-0' 150 2. W-:ix- - ___i5_0_ 7_2" 1 7'-O'_ 71-2* V-, '5S __O' 51-51 1 THRU 3 ;- —7*-l- - ll'_iL _-Le—O 5'-2' 165 6'-10, I.-,. 170 V-91 4'-17' V-11' 170 ---w HV B 180 6-6 Z-8. -F-—a- -,T-—IT iso 6--6. —4-3. rl LADE 185 61-6 1 V-6, V-7- 5-_B' 155 190 4'_E. V-S" 51-1. 190 ........V-4" 1 155 2CO 6'-2 4'-2' It 5._3. 200 V-2, 1 4!-2* 205 FLORIDA BULD11111 CODE Non High Velocity Hurricane Zone', 1411:`�\ ... 02011 EASTERN METAL SUPPLY,INC. .. ...... _ BE THA HVrM 'T' A.S.&A Accordion Shutter System RV.RADE#1 VV 4OR 1V/0 H.V.WNWN BADE American Shutter Systems nx omsscmz,014 TILL[T TESTING& ENGINEERING COMPANY '?pl Association, Inc. I OLD 11-063 1 v2s/l PLcne (NOA71-1530.F.,I 4265 'Alastroads 06"a 2 DRNNJNG No wil:tae tC401-m West Palm Seach. FL 33407 3 ..........0131C... 671D 11-192 YVALTM A.rlUT J,P.V. A ONA qt"10% L i'o� - P.E. RDIVIA U�.1 44187 SH Sl X11 RE/DATE a 1 I OF 20_