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HomeMy WebLinkAboutProduct Approval Rft%iqffRP99fhA(YoWnline Page 1 of 2 FILE COPY t ii r rlit- 1(xtidd Ccpartrrtentq OC15 Home I Log In i user Registration I fiat Topics Submit Surcharge j Slats&Facts <; Publications y FOC Staff = DCIS Site Map ? Unks ; Search Busines vrIaI aProduct Approval ProfessiuseR:Pabik user Regulation P,odN't Arm,,,;u bt»Au>Prndoci orAnniifAWIA q,—rh>A ,I�y I (�>Application Detail M" TO— FL 4 FL389-R8 �' k "c_ 4 r`.._: Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breetey@ eas Lernmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Pbone/Emall Category Shutters Subcategory AccardiDn Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,3r.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE J' Validation Checklist-Hardcopy Received Certificate of Independence Ft 3 ct Rq CGI rIV IiE;CONO1{)N CI N{)t�htVN7 ,1f Referenced Standard and Year(of Standard) $[andard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201.202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabui lding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 frSummary of Products ----.._....__._-.....---.._.__.._...,._......._........__._......_._._._...� I FL# IMadel,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ -Drw 15-086 bottom)for storm protection Limits of Use Installatlon Instructloos Approved for use In HVHZ:NO FI 3H9 R3 ] aS S.a INC ORypG.:S-DUo.nn, 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 12'-7'for 35 psf positive FL 31'9 R13 AF A.S.S A.IN..,_PE, nRVjQj ynSf;;�rtj ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent ThirdR.Party:Yes 1 window blade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade and W-11'for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working {In unison.Max.span for HV3 blade w/O window blade for Installations Into 4 Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" i for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 9.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ_Drwg 15.085 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No F -69 R8 it A.S,S.A INC. DRtyG.15.03S.ndf j 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'-O"for 30 p.s.r negative 1`069 RS A£ A.S.'-;.A.IN�-. P.F.R. DRW(-, 15.085 MV X1 i ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.L for metals stud mountings and 8'•0" for 110 p.s.f.for HVI and HVIA working in unison.See sheets 7,11 and 20 respectively of Installation drawing, for other spans and Pressures. 1389.3 Bertta HV Accordion Shutter-COMBO. Extruded aluminum Interlocking blades retained by tracks(top and 1 Non-HVHZ)-Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Ft.389 RS It A-S.S.A.INC. ORWG 15-OR4.ndf Approved for use outside HVHZ-.Yes Verified By:American Test Lab or 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 Blade 1 F1.3R9 RO AF A.S.S.a.INC. net.R. DpWr;-j,•ng4Uf and 18'=0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively 1 11 Contact Us::1940 North Monroe Street.Tallahassee Fl.32399 Phone:850.487.1874 The State of Florida Is an AA/EEO employer,Copyright R007-717113 State gf Rorlda,::Privacy Statement::Accessibility Statement::Re!nA Statement Under Florida law,email addresses are public records.1(you do not want your e•mall 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.it you have any questions,please contact BSd.487,139S.'Pursuant to Section 455.275 (1),Florida Statutes,effecuve October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department wah an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses arepublic 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 D=r-. Product Appravel Aucptn: PON wlvii http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES- 1.HER"H,V.ACCORDION SHUTTER SYSTEM SH ANN ON THIS PRDOUCT EVALUATION DOCUMENT(RED.)HAS BEENVER111M FOR COWUVCE 01 ACCORDANCE MTN THE 2014(5th EDITION)OF THE FLORIDA SUI.001G CODE THIS ACCORDION SiUFTEA SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. --- DESIGN WON LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ASM MENTIONED CODE.FOR A BICC WIND SPEED RMU.REO BY SHE JIMS6SB061 WHERE SHUTTER WLL TABLE OF CONTENTS BE U67ALLED WITH A DRECT10NALHS Y FACTOR Md-0.85,USING ASCE 7-10 AND AIL NOT EXCEED THE HAXWUM(AS.M)DESIGN PRESSURE RATINGS OLICATED ON SHEET'S 11 TIM 15,19&2D. IN ORDER 10 VERIFY THE ABOVE CONDITION.ULRYATE DESIGN WIND LOADS DETERLINED PER ASCE 7-10 SHALL BE FOSE REDUCED TO ASD.DESIGN WON Lbws AREA•1: HV BLADES 0)6c GA BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W/MAX(ASD)DESIGN PRESSURE WHO$INDICATED ON SIS 11 THRU 15, 19&20. GENERAL NOTES SKEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS RED.,AS TESTED,WERE NOT OVER STRESSED,A 33 X INCREASE M ALLOWABLE STRESS FOR WIND LOADS WAS NX USED IN 714SR SYSTEMA COMPONENTS 1-20 SHEET 2 AMLYSM HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEMCOMPONENTS ATL REPORTS: 21-37 SHEET 3 BERTHA H,V.ACCORDION SHUTTER SYSIEMS ADEOLACY FOR WIND AND LARGE W=L.E IMPACT LOAD HAS BEEN VERIFIED IN A,CCCRD ICE W TH SECTION 1609.1,2 OF THE ABOVE MENTIONED CODE AS PER SHEET 4 TYPICAL, SMltTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE&YNDIDOW DETAIL -4N BLADE 0 /0214.01-03./0715.01-03,1tOO4.01-05,01214.01-05.0OM7.02-05.[0609.01-10 AND 0210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA : W 8 Af) n AND HV W14VDDW 1 AD (� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1,2&3)&0122MOI-10 AS PER TAS 201,203&203 PROTOCOLS URGE MISSILE (WHERE APPLICABLE) -MA ri210OM MADE 0 00505.01-OS AS PER ASTM E-1886 AND E-1996(M6SLE LEO.0.WIND ZONES 1,2.30 BASC PROTECTION ONLY ANO 0 0725.01-88 AS PER 7AS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOC( SHEET 6 2.W BLADE(D AND IHV WINDOW RUDE 0 ARE ENGINEERED 70 WOW IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDITIONS OF USE NDICAIM ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV STREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 1144275-AND 114X1.75'RESPECINEIY,410-HT MMNUM SERIES CEIVER LATE OETAIS W SHEET 8 STAINLESS STEEL SCREWS WITH 135,0 Tai YIELD STRENGTH AND 180 W TENSILE SIRENGFH-M STALL BE COATED Wfni BERTHA Hr OALROSHBID COATING S1'TEL As MANUFACTURED BY APPROVED CENTERMATE ALTERNATING OcTAILS W SHEET 9 CMTMG APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST WAR THE EN MARIONG ON TIER HEAD. 4.ALL AtADNNUM EOLRIUSWNI5.944:U.9E AL"DlW ASSOCIATION ALLOY AND TEMPER AS MCIATLO ON SHEETS 2 AVO 3.IORN]NM YIELD STRENGTH F'oR 6063-T6 ALLOY IS 30.0 W RN 35.7 ICN FOR END CONNECTION DETAILS 1-6,CONCREEc/81OCK SHEET 10 6005-T5 ALLOY. MAXMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE:&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASN Sf76E5 OR MRROSON RE SMTAVT COATED CARBON STEM AS PER 014 50013 WTM 50 Tai IAM.YIELD STRENGTH AND 90 Tai MOL TENSILE STRENGTH. ANCHOR SCHEDULE-_CONCRETE&BLOCK SHEEP 13 AVD MALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASHG A-307 GALVANIZED STEEL.OR AIS 304 OR 316 SERIES STAINLESS STELA WITH 35 IEA ICNINUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FCLLON7NG SHEETS FOR NIC.4OR SPECIFICATIONS W MADE U: 12,13,14,15 AND 20 INSTALLATION DETAILS M-R,N'DCA SHEET 16 INSTALLATION DETAILS S-X,VOW FM BLADE(D&6wDNxING IN UNISON. 12, 13&IS SVE.R 17 B.THIS BERTTA.H.V.ACCORDION SHUTTER SYSTEM GEARS A U.S,PATEW.1G'779,AM COMPONENTS OF THIS APPROVAL ARE WAERED,IN WHOLE OR IN PART Re U.S,PATENT 15'456,179 ISSUED TO EA4IEA.N END CONNECTION CUMS 7-12&X;WDO) SHEET 18 METAL SUPPLY,M 9.R SHALL BE TK RESPONA&UTY OF THE CONTRACTOR TO VERIFY TNT SOUNNNE55 OF THE STRUCTURE WHERE SHORTER 15 TO 8E ATTACHED TO NSUM PROPER ANCHORACE CCMR%CTGR 70 SFA/CAULUK AREA 3: W WINDOW B Stu ry%l� ON Y ALL SHUTTER COMPONENT EDGES WFX:H REMAIN,TH RU FASTCM-4 IN CONTINUOUS CONTACT WITH THE BUDDING TO PREVENT WINO/RAIN INTRUSION. TYPICJ-SHUTTER.ELEVATION SHEET 19 L0.EACH UNIT MUST BEAR PERMANENT LATEEL IN A VISIBLE PLACE WIt WARMW NOTE:DURING PERIODS OE HURRICANE WARNINGS NOME OWNER.TENANT,OR OMENS.MUST PROPERLY CLOSE ALL EN AND HD CONT IIAIES AND ENGAGE OR LOCK ALL W AND M LOOM AREA 4: W WINDOW BLADE QONLY 11.SNUFFER MANUFACTURER'S VSEL SHALL BE LOCATED CH A REAMY VISIBLE LOCAP.ON AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.83 OF FLORIDA GUIDING CODE ONE LABEL SHALL 9E INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.LABELING M COMPLY WITH IXMIONN 1710.6.2 OF 7HE FLORIDA BULDING CODE 12.BERTHA H.V.ArXORCIWi S ITER SYSWS INSTALLATION SHALL COOLY WTIH SPECS INDICATED M TMS DRONING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURSOCRON WHERE PERMIT IS APPLIED 70. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER LS GENERIC ANO DOES NOT PROWDE INFORMATION FOR A SITE SPECTIC PROJECT,L.MITRE THE SITE CONDITIONS DE`AATE FROM THE P.EO. (b)CONTRACTOR TO E:-RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION NCLDDNG LIFE SAFETY OF THS PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THUS DOCLW NT.CDNSTRu no 1 SAFETY AT SITE IS THE CONTRACTORS RISPONSIDIUre. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)TF65 P.EO.K111.BE CONSIDERED INVALID IF ALTFRFn 0t ANY FLAA'S. (d)SBE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORNA REGWMED ENGI,T9R OR ARCHITECT MOW MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RRESPONSIBLE FOR THE PROUSE OF TELE REO.EMRA'ETR OF RECORD,ACTING AS A DELEGATED ENGINEER70 TFE P.E.D.E7iG0 EER.WJ-MOOT 70 THIS LATTER THE SITE SPECIFIC DRAX21 S FOR (e)OTY,OMAL P.E.D.SHALL BEAR THE DATE AND O=XAL.SEAL AND SCINATURE CF RHE PROFESSIONAL ENGINEER OF RECON THAT PREPARED R. m i FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A•j/rAAez 0 2015 EASTERN METAL SUPPLY.INC. P' BERTHA HVTNA Accordion Shutter System `A `: I L E C® 1■c. ■ ■ ■ ■ H.V.RADE#1 W/CR W/0 TLV.W?UW RAGE American Shutfier Sysfems 71'± TIL.LNT TESTING& ENGINEERING COMPANY '+ 1uTE DRMIH DY: Hu- 7e Qp Association. Inc.„O'. ,4• 6155 R.K.3m 5L.5 3n Nff..NA CAROM FICMA 331N OLD 11-192 4/13/15 MTC 4/13/15 Plm,.:(305j671-1530.FAX:(305)67+-1531 4268 Westro0ds Drive 2 �HE G No ` T ..`�C1LrN� �` m�� �wain West Polm Beach, rZ 33407 s AA OAIAL G"`7Y\�`` WALTER A TTU7 Y.P.C. 4 -085 filP.E. SYEAIA UILURE/DATE �D`u`1`4167 s 6 OF 20 ��/ -3'r fOR�YA6f RKi® ate-/ it YARtrS .918• 1�6�� 1Y C o y4 p •aiA• S .09 a 7' 4.999• Q` .HV�OUD BLA (3)HV UNIVERSAL FLOATER 7 �• 5 HV 90',/180' STARTER COVERED UNDER US PATENT>'✓ 5458179 QUALIFIED FOR USE W/HV BLADE Oi ® a HV RUNE 1 gHV WINDOW__eLAnr. 6005-75 ALLOY AND TEMPER QUAUFlED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADEON SHEET 19 _ BLADE 01 .37' ® 6063-16 ALLOY AO TEMPER gg 6063-16 ALLOY AND TEMPER •Z�. t SDO '1M' X1._1 2A70* - .�' (rr?.T +�- .944• t. . 670• ].Yls• "' - AD ( Bat J•T a. 7"n) Vii_• 42• 30072• I... 7..76•!1- omC s 0 uls ' BLAOE 1 U NY WADS-OVER TRACK HV ADJ. FL OLIALIFIED FOR USE W/ HY 9)HV TRENCH TRACK t ss 6063-16 ALLOY AND TEMPER BLADE 1 OUALOIED FOR 11SE W/TN - NY 6063-T6 ALLOY A0 TEMPER BLAOE(ONLY. � HV RAINGUARD BLADE(>) 5063-76 ALLOY nF0 TEMPER 6063-T6 ALLAY AND TEMPER QUALIFIED FOR USE W/HV T.97f.' BLADE1 T' 1,915' YAPoE9 6063-T6 ALLOY D TEMPER I�1.917' ec S pg7• C83• 697'' l , .11X1• I- X097' .125- .U60• — 060•- 570 ;-047• I .0431 'nom. A 11 Om. 670 Lae, $� 670 §' ..514:.__.._...... zs 1 W HEADER/SIL! 6761 i i HV CEILING HEADER ((�� 131 HD CEILING HEADER/SILL ED FOR USE W/ HV BLADE T ONLY, QUALIFI 6063-T6 aLLO AMO 7EMPEN"ONLY QUALIFIED FOR USE w/Hv BLAOE� - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/1N 6063-T6 AHOY AND TEMPER 6063-T6 ALLOY AND TEMPER DLAOE(1 ONLY. 6063-T6 ALLOY ANO TEMPER t COMPONENT A B T1 T2 % Y t MNYwlt I 1� 1• �' � Y Z- ;0.125- � � 2• 5•M.t%.� i/8- T/8' 3• 3• 0.09^• 1 ® 2• 5•IaAX.I 0.192• 0.192- 1�6 SIDE ANGLES i �- OUAUFIED FOR USE W/WALUMINUM�NGLES C9) 2.s• 7•MAXA0.190• 0.190• CORNER POSTS BLADE ID QUALIFlED FO,�USE Yl/HV UPIIFIEO RBLADCUS'E W/HV 6063-T6 ALLOY AND TEMPER BLADE t,1,t ONLY. 6063-16 ALLOY AND TEMPER S•MAX.i 0.139 0.1.71• 6063-T6 ALLOY AND TEMPER f10RIDA BUILDING CODE(Non High Velocity Hurricane Zone p:TIL t'�TezBER EASTERN HAHVSUPPLY.INC. nA �\ �7 1 L E C O A.S.S.A.I N C. Accordion Shutter System KV MAX#1 W/OR W/D KV WNDDw RADE *= T{LT TESTING Amedcon Shutter Systems CESCW11D11 DATE wuFx R; ATE DF ��s s765 KK.7a 61.5-1.. ENGINEERING COMPANY7u..�st•A ,n6PnA 37; Association, Inc. , o:n T 1-:sz 1/u/Is STw1E: a/la/1s S Mxne:(705}679-1530.Fa :(315)871-1531 4268 Westroods Drive 2 fLOfil \ S,ekar Wcst Palm 8coch, FL 33407 s ORAri7NG Hp6 SJONA1 TCN N.P-E a $HETI O8S P.E.�9('JtE 66I;k0RE/DATE rLOR0A u`1 44167 a z o z0 4i. .9 9' 4, 6. 1 f-SD.1 1�'-7D CtiR 745 _ F IEV9 i`�7ID� icOVSRiG O.'a 1//4•_20 2. S• .745' -_.• "• ' SSY3. emm PAw`O) iVaiFIBLG �LNMMdl.. S - o 0 ! d I _ sp( 88.0 PAX" LeUSS CA"3LR ...BiAi4 CYIl•Dai t2r iY n Ktts(on5vi (owou[P.A7o» 21 HV CENTERMATE *• 375 - HV EGRESS LOCK QUALIFIED I & ONLY 2 HV FLOATING CE 6 6063-T6 ALLOY AND TEMPER © OUAiJFiED FOR USE W/ NJ BLADE 1 & I ONLY ey'"—""� OVM-(FlED Oft USE W/NV QLAUFlFA hFOR USE W/ FN 6063-T6 ALLOY AND TEMPER BLADE & ONLY. BtRDE�J& ONLY. �AUFTM FOR USE W/HV BLADE 1 ONLY `�• Ig• 74` 6063-T6 ALLOY ANO TEMPER KA=S=II�AO 18' 1.756• 9Z_j1 a 4.045• MOLDED SCREW r 2079' 1.763• - Q'- p61 .,� '+160•AFTIIa RWnNO oe �I' 1�4" ETING -20 X 3/4" 114"0R 0 RIVNUT; rUw- _..t S.S. THUMBSCREW *stxmx 94.+7tLarwu(mt4-nr4tor}uttE nrxe nail F I__1 4 SHUT WrSM.FART 10820.AS IAV rF)k=Rm BY AYDM PWI `+ FRONT 73DMTgN I 4sss' _ uraLr YmmK,rAR<:PPetr,NEW.rOazY D7a14 OR Ecu.. HV MALE "T" LOCK CENTERMATE " - - HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/tN BLADE(qONLY HV FEMALE 'T LOCK CENTERMATE ® FOR USE OUAUFlLD FOR USE W Hv QUALIFIED FOR USE W/HV BLADE(ONLY 6063-T6 ALLOY AND TEMPER GUAUFIED FOR USE W/HV SLADE MONLY QUALIFIED /HV B�E�01, ONLY. 81 ADE 0 ONLY./ 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 1.017* _ • 3.161___ - o $ T _( � I 2 � •T171fY6TWDl ..063• _ !! 1j M CER OR .214• -0"+1 A6Y-.2 14' S �, KEY CYLINDER .2 - o '9 0.67 .125'U- HID 12s'ua>_HD CENTERMATE W1 NO 0 E a 16 �00 o G 1 QUAUFIED FGR USE W/ IIV BLADE-1t)&e A QUALIETEo FOR USE W/ Hv etADE t & CENTERMATE'S INSERT 1 ! BDGS6 ALLOY ANO TEMPER. 6063-T6 ALLOY AND TEMPER HD vutE9,Is'Nat. QUCSIFIED FOR USE W/ HV BLAGE,I &A ( m I - 1Auftilia a.°R2.�-le --� t•1 606-16 ALLOT AND i !Y I -r[Yue:b-R (SIL 0.ZA37 BO OR KEY 315- L...___ VE. g _LOCKING ROD _ * 1/s, 4 HD !-CK 1.76 M4. QUALIFIED rOR USE W/ Hv BLADE(j) L.375'a (� /� 6063-T6 ALWY Nrp TEMPER �HY '.�S"4►-16 ACETAL '•" � 1L7�' � 2.Y�adL:—Z 6Y RECENT(MRI)<YNtE MG'ttSSf LOCKS SERIES 1333 1^O�QR DOLT LOCK Q S tNSTA063-TN WILL REQUIRE A 7/76' HOLE M S y;� SERIES S.S. THUMBSCREWS OUALIFIED FOR USE W/HY BLADE(&OA (LLED AT TRACKS FOR PROPER EMBED L(Et4T OUALIFlEO t 4 BLADEu OVf11fif0 FOR USE 1V/ LN BLADE FLORIDA BUILDING CODE(Non Hi h Velocity Hurricane -Zone �N`�F /ice 0 1015 EASTERN METAL SUPPLY,INC. G ��r,EtisF'•••.; '_ A � S A BERTHA MVT,A _ Accordion Shutter System 1 L E C O I H c. Hu #t w/OR w/o itv vntDON aE j( fes//✓f f' a= American Shutter Systems Cy.W-_ D@.012TLw DATE DR4NN By. R.L. TILLIT TESTING&ENGINEERING COMPANY °o-�r�y�����F•,'F,•--EL'. P1 .�:11� asss K.x,sem T a.,x�.ra x ry e7nBa a am• ASSOCIOti007 Inc. i- OLD 17-192 4113/15 DAM- 4/131 75 Phm (3 )571-ISSt W2 DRAWING NO ............ mo.Ow 'Nest Palm Beach, FL Drive34D7 3 EODI719 15-085NWIER A TUR 21.P.E.,,S1�IpL 4 I {7ORLN Lh-1.4167 5 SHEET P.E. SEAL/SIGNATURE/DATE a 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I 3/6, Z] HV (D HV R I2•WIN. M Ta SLADE P ate' d -HV BLADE 1 ! ! O )fV BLADE to 3 N+1rwow[WADE .azs' I ® fiV LONG RECESSED NYLON BUSHING 'l�•c II �, X.w [ 'o ovum+ ' X42Z t1aTs' Y 3 (rn•) \ D• ® HV SHORT RECESSED NYLON BUSHING b �'1+ HV NYLON F1Ai WASHER OOR® y I I $ MT + R1.T 37W t ® W WHEEL CARRIAGE AISI 302-303 SERIES I I �',4 X 0.8707-3/16'THICK NYLON WHEEL.. 3 ( I -� nl IiJ WATOW NI z 7/e•Nw. 0.188"0 ANSI 302 SERIES S.S. RIVETS 7 315a SEPARATION ra. © HV 1 3/4"ACCORDION PIN W/f8 HEAD * EXTERIOR ! I 4L av�a a+5 3/4' 1 Y' v3.75a0' _ -`I I-� / Yom• ® HV 2 3/4'ACCORDION AN W/J8 HEAD * •I 41 47�' 6 ® POLYCARBONATE IMPACT RESISTANT HV WINDOW' i j o �, �_! '; I-� TYPICAL HV WINDOW BLADE AND r POLYCARBONATE HV WINDOW DETAIL i I • ® I : i N.T.s. ' (DOR� I ® ort43 SEE NOTE FOR OUtR[YENIs) I I i (DOR ® *POLYCAR ONATE IMPACT RFSItifAhT HV 1Y111i)OW i I BAYER MAKROLON 3103 POLYCARBONATE * in t I 12'IAPI. CE RESINS, UV-STAUIUZED GRADE OR SABIC HY-EIN REQUIREMENTS AT EMIOR BLADE KNUCKLE FORx F 10[RADE INNOVATIVE PLASTIC LEXA.N 103 RESIN )OR Q ` I s _'$I I'T (SFx' NOTE 'F' ON SHEET 19). i I Ll 1 f I d�G (1) HV PIN(D SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV Q OR I i ® j I POLYCARBONATE SOURCES FCIR EXTERIOR HV BLADE. TYPICAL SHUTTER ASSEMBLY , s �'�' rL.s (2) HV PIN Q MAY BE USED IN UEU OF 0 AND ONLY AT rR+©apnoa rQOOCr EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM. w/ HV0 vD324. J BLADE'S KNUCXLE, arise: a (SEE NOTE r FOR solxrlc c.rt IN vnx va3 o/x' o ou m/1+ BLADE WHEN CORRESPONDING TO INSTALLATION "W. SHEET 7. a4a T Q 3 REGU1REMENIS) TD�.E 1�ED S11QtCN A51Y ocla ,PA00 rat• 9,500 o.al. TY?. Sj = fU10PA..�eaJ.n+Al 1E+0 ASN DM txy0p PSE A3 P'L (3) HV PIN j@ OR @ W/ 1/2- O.D. 1/16" THICK S.S. WASHER 0 ti 1 I F rSR L N 0Al 5 IN DM -u"w Pox 3.P,ow Pa SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETNL X. SHEET ® t !( a,COD y ASN CM n Fr-sJ 17 n-m! WHEEL CARRIAGE DETAIL "'x ov'=` '"m 02W "_; N, $EMBLY LAYOUT "'r or D1 ASN van o-1-f" o-1 cAss S11f rSs'WI ASN 0' 1010'f 1M0 T IN mss Trac cmeC:N ARO[ ASN w C30x psi S9f0 Pal. M HV BLADE SOLID (A HV WINDOW BLADE DETAILS FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone L-(ERA.Tjl�/, 0201 FASIEAN PETAL SUPPLY,INC. ,Vic —_. BE THA HVYN1 VillE o --, Q.S.S.A. Accordion Shutter System � American Shutter Systems �aADE 1 W/OR W/0 RV.YAPDON HIVE TILUT TESTING k ENGINEERING COMPANY DatRUna11 w1E pR+'u11 61^. u'L' O' AJE OF :*z w5 kw.Stu$. �=.vy.�,.N�,��4 X16 Association. InQ. 1 pp 11-192 4/13/15 6RE 4/13/15 Ph—:(3as)wl-153D.Fn 1(;os)a7+-1sa+ 47.68 Westroods Drive x FS. No ORION '��� e-1x1 0-00 — West Palm Beach, FL 33407 3 DRAWING /SIVA E14 o`��� WgTD a ra°0D6i1�r'W.PE. FLOROA Oe.f 14107 5 SHEET P.E. 9NI 13AI6%!?E/DATE s 4 OF 20 a "INOTES ON HV LOCKS AND CENTERMATES: D C D • Y N S P U 1.MAbMg=CONDITION ill'ONE FN LOCK(8 or OF SH SPAN�SHALL BE USED AT 1/2 OFSHtRTER SPAN FOR ANY SPAN ELEVATION LOCK or g2AND FOR I WAY BE USED AS Ai INSIDE OR OU SK)E LOR SPANS UP TO C AE TFACHUTTER �TO�7�Q�ANY I CENTF.RLNTTS W/(2) ]/4'D-20 K 1/2'LONG FIAT HFLA S.S.LIS.LOCATION OF LOCK SHALL BE.1.S INDICATED ON TYPICAL SHUTTER FSEVATION. lJ°' LOCKS , OR MP TO TWO RV AY BE USE AS DESIIFOR AN NSIDE OUTSIDE LOCK FOROR OF SECIIRITY PURPOSES, TO UCENIERMATES OR V SHALL BE AS INDICATED ON NOTE(1)1AEOVE p�� LOG ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. `7II I 3 y� LOCKING RODS ARE NOT REOUIREO AT URRSCdNE POSITION.BUT MAY M,.� 4 9-59-;.f4)* yp 12E ft SOI BE USED AT SENHANCEPSHUTTE (NON ORLO ICA. L�NG RODS.a OR AN ALTERNATIVE DEVICE: A K II I AND QBTM,lA710:i5 AT ANY E1fVATKkk1. AT CORNER CENTERLIATES FOR ANY SPAN LOX 2 o®SHALL BESMALL BE MUSED AS AN OUTSIDE OR INSIDE LOCK, ATTNS®'TO CORNEA CENfERMAiE W/(2) 1/4 4-20 K 1/2'LONG FIAT READ S.S.M.S.TWO LOCKING RODS �3 AT TOP&BD�U SHALL 8E USED.LOCATK N OF LOCK SHALT.B£AS MICATED ON TYPICAL SHUTTER ELEVATION. kkk II NWWU SHUTTER SPA!SHALL BE DETMiCKM AS PER SCHEDULES SHOWN ON SHMr 12. ALTERNATE HV LOCK MAY BE IN UEU OF HV LOCK or FOR ANY SPAN AND S« gO i Yi ItLSTQ1ATI01LS AT ANY ELEVATION. ERMTE I=2 MAY BE USED AS A11 SIDE OR OUTSIDE LOCK.ATTACHNE?NT � OF 1/4'C-20x3/4'S.S.THUMBSCREW TO(23 OR @ CENTMATES SIML BE MADE W/1/4 e-20.3/4'ALUM. ( ] "�.-"�--• gFz gal - yD hRNNUT AS SHOWN ON SECTION HJ&SHM EL ONE LOCK SLWl BE USED AT 1/2 OF SHUTTER SPAN OR TWD -b! V C_ LOCKS AT 1/3 OF SHUTTER SPAN. ® I I 6•uANDATO JY CONDMON&3 FOR KEYSTONE AGING NSTALAMOM+ ONE 1N LOCK or or®SHN.L BE i USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 Or SHU", SPAN FOR SPINS UP I Tb 6'.AND FOR TNSrA1LAT6NIIS AT ANY ELEVATION.HV LOCK 18 or I5 or 0 MAY BE USED AS AN IMDE OR OUTSIDE LOCK.ATTACHED TO dj-or @ SY7 UMICAL CEMERMATES W/(2) 1/4'-20 K 1/2'LUNG FLAT HEAD SS. SEE END... _may NS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SKULTER ELEVAMON. USE OF LOML40 RODS ilii$W/({$ CONNECSION 4 '�? OR @ TOP AND 807704 IS CDNPLEIELY MANDATORY. DETAILS ON D F [ N I J K L Y V D ■ Y >< SN£ETS lO& HEIGHT.18TYPRU " , *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 11t 1f°1N— � 99�Sb AM MffEUMTCLZ-%AM_ CEU90MATE ¢¢��,,ONE ALTERNATE FIV T LOCK�d MAY BE IN5[ALlED IN LIEU OF HV LOCKS ORA FOR ANY SPAN AND 1�STAL1A710H AT ANY ELEVATAN.ALIETNNATE IU:H OO YAY BE USED AS AN INSIDE OR CUYSIDE LOCK ATTACHMENT� OF LOCK®INCLUDES USMG REINFORCING LOCKER�f,AS SHOWN ON SECDON FAC,SHEET 8,WHICH MUST BE (10) •`L'Ot 1�7.�w —_..._.... CONNECTED TO CEiNi£52F4A7TS ANO W/ 1/4 0-20 1 1/2'LONG SS THREADED BOLT W/7/8'o s 3/32' WINCLNUr DR Vi/7f4'D-20x1'SS.N.S.ItiPO A 1/4'Lhc 5/8'R(VNUT'.LOCK MAY BE INSTALLED AT UIDSPAN OR 12' (1.O as 6 •Q7 '�ai I,NN(A1UM ABO AHD BEL.DW M10.5PAN.USE OF 7W0 LOCMNG RODS TOP AND ECTOM IS IAMATORY. •f�lw +t,�$�w�6 .©a In8 w 9• 3)w t(J9•�w�I�. *NOTES ON HD LOCKS & CENTERMATES: t.ND lndC �1 HD CF1T161YATF5� DR W/ :ONE ALTERNATE HO LOG(®MAYBE USED IN UELI OF PICAL n HV BLADE SHUTTER ELEVATION HV LOGICS Qj as W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATAN.A.TEIMTE HD LDCK IB MAY BE USED N.T.S. AS AN 0610E 07 OUTSIDE LOCK.ATTACHMENT OF HD LOCK(!�TO IS W/3/8 K J/8'F.N.SSMS..AND INCLUDES RE INSERT�y AS SHOWN ON SECTIONS HDB-M AND HDC-HNC,SHEET 10.LOCK WAY BE aMALLED AT WDSPAN OR 12'UA MMA BELOW OR ABOVE I4DSPAN.USE OF LOCKING ROCS @ IS COMPLETELY OMMML FLORIDA BUILDING ME(Non HighVelocity_Hurricane ne ` i A.Tkz�f"" m 2015 EASTERN METAL SUPPLY.INC. BERTHA HVTW Accordion Shutter System • . . . . KY aME#]W/CR W/O Ky.xmoovJ'U.NX * / �T><� TILLIT TESTING k ENGINEERING C014PARY ATTlertcan ShuHer Sysfems w1r DRAA`7 Hr: MJ_ -q. STATE OF ;2� [J:b KY4 Jsss y,st.. .u.�, ,cvt,M•,1 epA,,, Association. Inc. / CCD 11-192 4/13/75 wit 4fls/15 F:oa.:(xsye7l-15x,Fa.:(x5)371-1531 426$ Westroods Drive 2 9 ORAWTNG No °' Rl West Palm Secch, FL 33407 5 '$ o • . `\G�� '-m a to g ao a /S/ON E 0` 1W.TE31 A TPN 1'.PE . 3 5-085 rk l ai` FLNaW Ul 1 43/67 5 SHEET P.E. SFA S1St'1�1URE/DATE 1 6 1 5 OF 20 POURED tarxRETE ArmloRs I -......._.__� 1 OR ' Nlt ® 1 m a.am CONCRETE (SEE SCIEDigF ON SHEET IJ) t>Aa(a ' F)OSTNC REQUIRED _w/Ar FDCE OF •-i 1 � m �•'�j ,w a„coxw a ;(sack oN l SEE am,x Bfat:o)e� r a, I e �✓ i ApERN MF ANCHOR u 1 a ' I H I+ t1w/4'HEX WISHER HEAD t 1 1 13 OR a f J/8Nrt 15 TEX SCREr1S o 12'O.C. OCE a of ' J/5 CONCRETE ANCHORS 8 t APPLICABLE / (SE SCHEDULE ON SHEET 13) E IXISTItNG I '1;/ SLAS IF _ --' SL"a EDGE OF ELKE IF 1 ' 117 t- EDGE OF MFEIIE . ' APPgyUgEi SLAB IF m O. O. A+P.IUfic.E POURED1 D• CONCRErE CONCRETE P"M_j F T NwI CONCRETE ANCHORS 'SsauE a sNn �•�, HEDUR.rD (SEE SCHEDULE ON SHM 14) aaei2 ' 1 OR N.7'4 coPOw,xtEDrE .._.. ... REOUIRkD i FIAT HEAD(%7NCRETE ANCHORS HXCO)✓kQf REW,REp D,•�-- -----E a (SEE SCHEDULE ON SNEEF SIJ 19 ,TRENCH INSTALLATION Q HV WALK—OVER INSTALLATION OBIGN NLY�RATING+70.-75 s ANS PIN Q HV FLOOR INSTALLATION t SCHEDULE III SHEET II �HV CEILING INSTALLATION OOaas-1 ,H,,SrPM.AKN ro � CONCRETE NiC71oR5 0a toss (SM SCIIMULE WI ET 15) ! 1/4'8 An UM=UMM V 1 1 17OSTINC—, a.ov tq Ex1sn1NC--i EMSi14C _ slo ld 1°crr %1R,,re w NiUaH,/ ( 1/+• suaaa ro tus5 ,I,--_'-^O C1AS5--, rwT1 3/4 r.e0a oas ey gA.55 ? CUSS .--;�N>rnu�a+xc„) 1 to,nwuta to I � ,7H•LEN(1r7Onca o e• I G i { -�luc zonnu of ,.1 at:FM IF ro a•-o•Ss AND as Fw SOAc IM=avA l=, '1 1/4• , /:1 6'-O'IP t0 E'-O'/NX Mi.T i"V SrAWR IQ ClOtf f/SiD$F,fAD 8 1 i I ��1417f. I EnPa(�IIQfE tt�w sxv ti ® J e 1/2• 3 , O, plors/4•HDC / I turD7r / ---- {f 14x. iw1R.scNAvr--�L — i •-- .— _._1 [vat- I It TEM SCREWS _ - 1 ✓3• O 12.O.L•. /78x7/4' HEX N:FJD�{• � SIX 1/4- SCREWS 0 9'O.C. = a _-_ '( 1 26a:/4'55 Hs OR 1/4'0...20 SS.N.S. CONCiTEIE Ait"DRS yy =— 6 •(� - J/e /14'a, SA.O. -•_ , 'I ,'T ,/C'-Ta Huts w/ NUT O 9.O.C. ` (SEE SCHEDULE ON .T 1 O 9.O.C 1`1 _ Wr �:'.. k O t2'O.G ------i SHEET 1+) 17 rn 18 1 HJn1w H Sl XRWL O /2-. .1•_ MLET (OCCeMM . ••ED, s1J IF 1103/4 'F.H.S.D.S. ISDN. 1 1 7/8' 1 7/B- / ,APPLE OOyCR£iE ANCHDRS NOfc/y(E> ``��\\\'SAO s•ocNOTE. - - POURED CONCRETE (SEE SCTEDIHF ON on SHEET I POURED CONCRETE- ONE S''—r Tubi _ _ OR CONCRETE.BLOC" SHEET 14) OR CONCRETE 810CX — REQUIRED REOU'RED O KEYSTONE MOUNTING INSTALLATION Of°°°'L POURED K HV WALL FLOOR INSTALLATION ASD HEs q:+w-n pnl CONS Q © HV WALL WALK—OVER INSTAL[A[IO,N, x LIVED tuwtat 1a am SPM V-4* GUARD INSTALLATION n� NMX FOR C"INAnON OF SFCFI7I5� •E D.-EDGE OMA/CE �iROiON`AME WHMNN PER�FWiNCD 1-SEE SHEET 4 FOR TYPICl3.SNiliIER (SEE SPEC37CAT,OHS ON S,IEET iJ) �'�'R TO AN OPER+.71.E EXIT 1 SEF 1JNRADOU OF USE FOR OR El1IPANM °E 7A°N S"=ET9 INSTALLATION DETAILS W f J) HV BLADE 2�LY ta'SEMONNS CAN BE COLcMED IN ANY WAY TO Star/m INSTAwnaN. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone �' ®2015 EASTERN UETAL SUPPLY,INC. ENsfi�'% E THA HVTN Q S S Accordion Shutter System z_ 1. E C O i pc. ■ ■ ■ ■ Kv MADE 01 w/OR w/o RV.WLWN B.ADE American Shutter Systems orscRv.tav DATE 00"17 LEL TIWT TESTING& ENGINEERING COMPANY a'•. TATE OF :iw` 61:5 N.A.:'s,,$:+.SDS•yporn QWMM namA M, Association, Inc. IDED iT-Tez VTJ115 DtTT: 4/13/I5 M..:(x5)871-T5M.Far:(JD5)871-1577 4288 Westroods Drive 2 N •. \ �� a-ate:ETaAOx+sca West Palm Beach. FL 33407 s DP?WING NO � EB ODO 7,D 4 15-085 ��`ONAI t� %AVER A.TILT O+.P.E. P.E.7SM17SiGNA�i11RE/DAIS Fiamu t�i LION a SH7ET OF 20 SEE END WALL CONNECTION DETAILS ON SHEETS 10 de 18 SEE NOTES av Locanc aws®.Nr Loan p a 1- INSTALLATIONS W/ 1 HV AND AL113MTE HV LOOC®C+,sHm S. OUT ,� IN DUSTING GLASS ** IrJ/ BLADE W HV CENTERMATES �E PMCIDETAX ITOr V Y,vo r o CFXIETLUtES APpL1CAiKN7 Yncli LSlD� i �`"�°R�/•Q"8 IO �� CR SEE END WALL CONNECTION DUS131417 CLASS DETAILS ON SH 2 i21,/LYJ'-2" ' I ®•®w©9.�w�.�$ (soca Ts ) ® ® . • T ANGLE W/(2) /4"0wCON OPPOSING SYMMET RYCA37/47' G 1/2 L u' To CONCR s CENTERMATES CE MATES (1CV/( nDY}rt Ios3/�'S.Ns.v i2• c NTS ATES MIN.�9APAIION z'su.9. 41 ro Tuaa t cam , W1 HV LOCK _ or¢Q )4.f HV LOCK �) or TO CLASS AT£AQ!A3dG(E,(itt') y (SEE SCHEDULE 5 ®� * 3S* 1-N �* 3 ON itT,1I Al 3 2 ©d®w©.Oj m®a10•��" L O a HVB OUT HVC To•®��'�®•®a HVA ©..®�O.O� wDQaTo•Q« ,G a1A� r�x IJ1cII_u._EsD—sU LE 5 �-b ' r «10 ® ®w 7 •SYMMETRCAL I � '@' ToGILASs8w@csCENTERMA.us �. 4SCHEDULE HVC sxEEri1yOY uwsFruT cN (vrEmaR) ro (SLSCH ON SHEET QNnRAR) N �SLING `---- _ --- ----- ' CR OUT ANCHOR 0 w CON TE �\ * lO-J , �–, 1ac. fi'3 VARIES I Q *tea OUT G 1/2"WAC.SAM 0511 ` `D" ) HVE CCJJ CC77 HVF** HVD RONDA BUILDING CODE(Non High Velocity Hurricane Zone L`1aR1A'T.�r+;l,,, ®2015 EASTERN UVIAL SUPPLY,INC. �� B RTHAHVT7.1EN $ & A Accordion Shutter System VV O ua�. ■ ■ ■ ■ KV.13AOE#1 W/OR w/o KV.WNDON MADE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems , ,,� UTC GRAN!;DT: ..L-Q= STAFE DF Q' M.M. w x• '�.t9 �'cAcr7vS 1'-Q^�`3J1 AssatlOtlOn. Inc. : OLD 11-192 4/13/15 OWE: 9/I3/i5 rco am :Lws}s11_, ,p�:( }8 1_,s�, 4268 Westroods Drive z West Palm Beach. FL 33407 s 1 DRAVANG No Ot:. CQRI© �� D3-0"719 ,,,,� ��/ WALnR A MUN.v.V.E. a 15-085 P.E. fi1,1 tti0'fyE GATE SOA I N167 I s SH8 OF 20 POURED CONCRETE OR PW REO CONCRETE POURED CONCRETE RED CONCRETE OR CONCRETE DR CONCRETE OR CONCRETE CONCRETE BLOCK WAIL REWIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED �EY6RN7T{iG-�GLASS EXISTING GLASS CONCRETE NtCHOR I--P}N5I01G GLASS IOL SFPlR�IU7 - -F 1) _ 12jYI7 MG GLASS O 16'O.0 7- 2•MIL — I EO EO ToSURNIAMQAM(SEE7 11 FOR anx m TO GLASS S(SEE TO ASS�(YWL SCHE)ULE ON Urk S 9Ct4D.LE ON s#ET 1/1 a'rGT"MAX. ON SHEET 19 EON SO4XUE CH HM 11 FCR MADE OAND 'I ON STEER 11 10R BUiEOMD (6063-T6)Dow BADO(1)� aL SHEET 1D EIIR 1/2- 1QR�si 19..DE(j)AN, 10 FOR ALUMCLOSER W MEET . (ELLOOCI SAr t EUDEs Ok Q51 PLATS 0.oCR7E T/2 1 aADEs Dee Q7� T—'� 1 A=(D✓f 0r -^) AT EIRIER 40E I I I O'V IDE 1/2-MIN. - �) ( 11 4 USE 1'OR 2MAX. afloat/2'SAAB. ( _---- (As APPUC4@E)a2 wi/8 _-- ¢1041/x' 16'O.C. W�� - ALWINUN CUP ANGLE 1 O IG''O.C. --� ----- 4 (6063-T6 ALLOY)AT U)OHBGNT (2)1tic 4 e1TAPCONS ANCOHOORSOTO tj SEE DETAIL X FO$� WALL AT 1'O.C.(LOCATE AT SIDE CONNECTION DR E17HF3T SDE Oro) 1 OR SEE DETAIL X rOR 1 OR ®' TO TRACKS / SIDE CONNECTION ®.©.O7.8 SEE DETA4 XrON 4 6. 0 6.7.8 1 TO TRACKS .6.7.8 10. SNE CONNECITO �4�0�B 1 •®. ®" O ®��'®'0.0" TO TRAti%5 ©•Q7 -0-@- -0- ©.Oj .©'�©•D•pu ®.�.0.®'^V•®a _ ®.®o0.®e®.,ta.a DETAIL 4 END CONNECTIOONN BDETETAIL Q END CONNECTION DETAI0 3 END CONNECTION L 0 O nrev EO OR.Y FOR SPANS CREATM THAN 12'-d jj PONIED EBLOCCONCRETE OR /—EXS107G GLASS CONCRETE 810130 WALL a,1G 4 4 L RECUlRRED 2Vi0N �1 1J't'S.M _ ..... ..._....,_..�___ ._.._. (II j TO MASS(`= O 16- .C. aQ@L WAA7it�e D/ / ------ +�R DUE9ON EH cn. T/ z-w4. To GLASS(SEE / -------"-- - ---- ---- �OR®ON�oR Q7 SHEET 19 FOR CR O/WCHS�J1E Stkff - � EW7Ts Dee QPM 12'O.C. ._._.._.__�. 1trd +I9 cOORAW CONCRETE,/// ANCHOR ?}O S nATrs Og(� _____ OR� 1/2 144 q- --I 4 8 R&R 2'MIN. 2'ItlN. _ I O SEE UaR.TATKTNS Cr USE FTM / t)tAGE©ON SHEET 19 I@CRI@OR TOR®OR@ VIEW Y 5 1 OR p' PLAN .DETAIL X L POURED CONCRETE pT t OR(Ir 8 1 ®m TI N CONCRnQUIRETE BLOCK WALL \\ n HV BLADE OR (IA HV WINDOW BLADE INTO 0.0.0°©•0•®� � CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 O�®®�d�aA END CONNECTION DETAIL 6 FZORIDA BUILDING ME(Non High Velocity HurrSaane Zone ®2015 EASTERN METAL SUPPLY.INC. ,,GENS': : �,.. BERTHA H TM MiL C®�N�. ■S'■S■A. Accordion Shutter System ItV.aADE#1 W/CR W/o KV.W DOH RADE American Shutter Systems DCSCdTAH /ATE oRA^Eos NL a TtLLR TESTING k ENGINEERING COMPANY Association, Inc. 4 ULD 11-192 4/13/15 RATE: 4/13J1S STATE OF Q aws Nr.ax,n,s..303,v xs c+aroa FLO=331 FR:au:(303)871-1330,fox:(SOS;371-%531 4268 Westroods Drive z ORAN;NG No �QR1 �; e-mw:w.Rwom West Palm Beach, FL 33407 3 tWAL1u16s- 4 15-085 v,,/�r,��hAL ,,. FICREA Lk, P.E. Nr '-; AGE/DATE 6 SHEET OF 90 SCHEDULE 01 SCHEDULE A2 SCHEDULE �3 MAXIMUM SHUrrER SPAN` 'L+'OR "L-" MAXIMUM SHUTTER SPAN* 'L+' "MUM SHUTTER SPAN*'L+- ESm (ft). FOR 04S W OR 1-- (ft.) FOR R 'L-- (ft.) INSTALLATIONS IRST,1 AMM LEGEND — T k or or INSTALLATIONS W/ CONCRETE tr WOOD (t)L+:LWII4UM ALLOWABLE SPAN FOR A GNEIi W/ ONE H.V.LOCK ®or Q or or g yT/ONE HV LOCKS MANSORY POSITIVE ASD.DESIGN PRESSURE RATING. HD LOCK ®W/NO LOCKING RODS or ONE HV LACK or(I or L-:&W.ALLOWABLE SPAN FOR A Gr%-E N NEGATIVE CENTEWMTFS®& W/ONE INV W/NO LOCKI G RODS OR W/ NO LOCKING WALL A B. C. D. E. M. N. O. P. O, A.S.D.DESIGN PRESSURE RATING. LOCK @%"0 LOCKING RODS Q TOP k (SEE NOTES t,tt)® ODSVAUD FOR MOUNTING MOUNTING F, K&L R, S, &V. © (2)PROCEDURE TO DETERMINE MAXIMUM SPIN FOR BOTTOM SEE NOTESfm It) SYEEr 7) FLOOR/CEILING C. H. I, Il,J T, U. W k X WALL MWNDNGS(TOP/00TIOM)OR FLOOR/COUN^v: CONCRETE W000 CONCRETE&Wx0 CONCRETEMOUNTING M It4pAIL 0 tt M�om tMN A POSITIVE ASA.DESIGN PRESSURE RATING, n�ssa WNL.MLAlMCIC FLOOR/COUNG f��R}0w �� � DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE 'T y uoutmNG �Y a aG+1�.oY r''oa'/�NOQNiIDG GIVEN A NEGATIVE AS.D.OESGN PRESSURE RATM I.on-Y _ h y,-) FL A "' (.en-1 noc e l ugpm.NG OEFRMINE WXIWM SPAN 'L-'FROM SCNED�JLE. L T M L-(A7 L s(=) L-(N O MA= SIIUTTER SPAN 7+-OR 1-•FOR 30 OR 16'-0' 15-0' 16'-0' 15-0' 30 _I6'_0' 77-0' 30 16'-0• 16'-o' INSTALLATIONS INTO WORD SHALL BE UmAED TO F14A.UAXiMUM ALLOWABLE SPAN IS EQUAL TO THE _35 14'-t0' 14'-10' 15'-2' 16'-0' 35---7C-10' .14'-t0- 35 15-2 16'-10' 105 Tef,A.S.D.DESIGN PRESSURE RATING. � SPIN BETWEEN AND'L-'. Q DETMINTD 40 13'-10' 13'-10' 1P-2' /5-2' 40 13'-10' 13'-10 40 14'-2' 15'-20 (3)PROCEDURE TO OETUItMPic"MAXIIUM SPAN FOR 45 0,-1' 13'-1' 13•-4' 14'-3' 45 13'-1' 73'-1' 45 13'-4' 14'-3' 't TN CORNER CENTA"SWATE/3 MAY BE USED AT ALL COMBLHATIO14S IN BETWEEN WALL.MOUN INOS 50 12'-5' 1Y-5' If-6, 13'-7' S0 12'-5' 12'-5' 50 MOUMLYG INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/COUNG MOUNTINGS: 55 AX:- '-1' 12'-11' 55 11•-10' it'-10' 55 1i'-t'- 11'-11' SHALL BE AS INC1CATED ON MANDATORY CONDITION f2 FOR A MAN POSITIVE A.S.D.DESIGN PRESSURE 11-4' I1'-r 12'- 60 1V-4' 11'-4' 60 10•-2' 1a-11' NOTE)5.SHEET S. RATING! 65 I0'-10' 10'-10" 11•-I' ii'-11- 65 10'-10' ,0•-10• 65 9'-5' 10'-i' DETERMINE- 70 10'-6' la-6' IV-V11'-5' 70 10'-5' 70'76- 70 8'-9' 9-4' uZ MAY.SPAT FOR WALL.MOUNTING INSTALLATIONS. L1+-OM.SPAT F0.2 ROORJCOilNG MOUNIL`NG 75 10•-Y 10'-1' 10'-4' 11'-1' 75 10•-1' IV-1' 7.1 - 8'-9' 'ttVoa PT THAT UWAUM SINTER SPAN'L+-OR DMALIAT10NS. 80 W-10' 0•-10' 10'-0' HT-S' 80 9'-10' 9'-t0' 'L-'A.'0 MAJOULA1 ASD.DL9NG PRSSLM RATING FOR 85 9•-6' W-6' 979- 10'-5' &5 9'-6' 9'-6- IN.STALIATTO1S DRO CONCRETE OR CONCRETE BACK FOR%•GVEN NECJ.TNE A.S.D.DESIGN PRESSURE RAILING: SHALL,BE UNTIED AS FOLLOWS: 90 9'-3' 9'-3' 9'-5- ID•-I' 90 91-3• 9'-3' CETERIINE: 95 9'-0' B'-9' 9'-2' 9'-f0' 95 9'-0' B•-9' i- CONNECTIONS TO KEYSTONE MOUNTING Lt--UM.SPAN FOR WALL MOUNTING INSTAAATION5. 95 8'-9' 8'-4' 9'-0' 9'-7' 100 8'-9_ B'-4' UIIITED TO +64,72 p.s.I.AND 8'-0'SPAN, SEC L2 MAIL SPAN FOR FLOOR/COLING MOUNTING _ _ MOUNTING(R)0i;SHEET 7, RNSTALLATTOYS. 105 e'-Y_ Y-,1' 8,-9' 9'-4' 105 B'-7'- -7•-t 1" 110 8'-4' 71-7' 81-7' 9•-2' 110 8'-4• 7'-7' FINAL.L/AXIMUY ALLOWABLE SPAN IS EOUA..TO THE 115 B-2 7-3 e'-4' B•-11=_ - its _ V-2- > 3' SEPARATION TO GLASS SCHEDULE MNMUMBETWEEN!11+'.'U tt-AND u- _120 _e'-0' 6'-t l' 8'-2' 8'-S' 120 6'-O' 6'-71' _ (4)GO TO ANCHOR SCHEDULE WITH FINAL WXVUM 125_- 7-10' 6•-8- 5-0' tl'-5' 125 7'-SO•_ 6'-e' ALLOWABE SPAN AND NECATNEE A5.0.DESIGN 130 7'-8' 5-5- 7'-1()' .8'-1._, 130 T-D' 6-� PRESSUt2E RATING TO OLTERUINE MAXWUM ANCHOR 135 T_T 6'-2' T-9' T-9' 135 7-r 6•-2• WIND ZONE MINIMUM �A;, , 140 77-5• 5•-11- 7•-r 7'-6' 140 7•-5• s'-L,• ASTM E-1996 SEPARATION 145 7'-3' 5'-9' T-r 713'T 145 T-3' 5•-9• TO GLASS 150 V-2• V-7- 7-4• -T-0' 150 7•-2• 5'-T 155 T-0' &'-s' T-2' 6'-9" 155 r-O• 1 TFfRU 3 1" 160 5-n• 5-2' 7-1' 6'-T 160 6'-II' S,-2N...... 165S'-1' 7-0' 6•-4' 165 6'-10' S•'i' 170 8'-9' 6'-2' 170 B'-9' 175 6'-7- 4'-9' 6'-S- 6•-O' 175 --W-7- ISO •-7'1RD V-6, 4-8' 61-8' 5'-10' 180 5-6' 4'-e' H V BLADE 1 B5 61-51 41-6' 61-7' 5•-6- 185 6'75- 4'-5 190 6'-4• 4'-5' _6'-6' 5'-6' 190 6L-;j' .._ 4'-S' 195 6'-3• - -4'-3' 6'-5' S-5• 195 W-3' V-3' 200 V-2' 4'-2' 6'-4' 5'-3' _ 200 G'-2� .4,-2' 205 1 6'-1- FLORIDA BUQDING CODE(Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM. A Accordion Shutter System T ECO Wc. ■ . . . FEV.RADE fit W1 OR W/O FIV.WNDOW RADE TIWT TESTING It ENGINEERING COMPANY American Shutter Syslerns VCSICr x CAW OR„M 8,%IXY• N.W.3@0.3L.5te.SOS,YA4YHA fiWZM oMor.73t AS90CtOtlon. Inc, f 010 11-197 4/13/16 OAM 4/13/15 '!�-a P :(3(JOS)S71-15W.fey:(305)971-153, 4269 Weslroods Drive 2 .b DRAWING No ^4.r —.0,Lt-b-LWest Palm Beoch. FL 33407 0)C, E13-OOZ719 15-085 . �� FLORnA Le /44167 3 SHEET fyF,, _61Q% DATE 4 11 OF 20 mmmum ANEMR, goSPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOON =G 0.a N ON SHIM 6&'7) 1.MCHW2S 70 SUBSTRATE Sl 4 BE AS FOLLOWS: POUE9 amt POEM CONCRETE (A) TO DSONG POURED CONCRETE:(Wn.T•c-3 W) wjuw QE WALL SILL MOUNTING ©CEILING MOUNTING HH)FLOOR MOUNTING -1/4'0 TAPCON OR TAPCDN WIN ADVANCE-THREADFORM TECNNOLOCY ANCHORS,As KWUFACRIRE BY L.T.W.BU9ETEX(wl.Pc m 3 1.) SPAY AKOIQRS SPAUNG I EGEND -1/4'0 x 3/4'ALL POM SDLP-SET ANCHORS,AS DISTRIBUTED ITY ALL PON1rS SCREW.BO:T&SPECIALTY COMPANY.(Min.Cc=3 k.1) (M) &M USIA MOAK"win FXW 1=0&III DE2011WOME I==w2s9s zm=w KEd2M I'Mmamn D.OftS -t/4'/BLUE TAP CONCRETE ANCHORS W/CAP AS W24UFAMM BY F1DR3DA FASTENERS D9LECr.INC.(m Cc=2/xp 30140160175190112011601205 30 40 GO 9O 120 160 203 30 40 W 75190 12011;0 203 TAPCON OR -1/4'/TAPPER+ANL11OR4 AS MA LVACTIM BY PC1%CRS 1ASn7;E S•M.AND DORMTED 13Y ALL POINTS SOF09,BOLT&SPECIALTY TAPOON WITH AWANCE COMPANY OR ANY OTHER APPROVED UCENSED OR A1MORMM VENDOR REGISTERED WITH THE AUERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 9 8 8 B 4 11 ID 9 8 8 14 12 10 D 0 B 6 6 THR646fORN TEtliNOLD,9Y .J keT) 14 12 10 D 8 8 6 6 14 12 10 9 6 B 6 8 14 t2 10' 9 8 B 6 0 ALJ.PANTS�D_� DR UM t4 12 10 9 6 8 1 6 8 14 12 10 9 8 0 1 6 6 14 12 10 9 8 B 8 5 NOTES: 12 !0 9 0 8 6 7 14 f2 10 9 8 0 6 6 14 12 10 9 0 8 B 6 B:UC TAP W/CFP t4 I2 10 v B 7 63 33 14 11 t0. 0 e B 6 B tt 22 10 9 e H 6 5 TAT'PER4 Al)16N04UM EMBEDUENT INTO POURED COMM=OF TA'CON OR TAPCOH I1TTH ADVANCED THWEADFCFW iEClelol.00Y AN AND TAPPER+ ANCHORS IS 13/4',AND FOR BLUE TM W/CPP AlNCILIXS 6 1 1/Y. 4'-0' 14 12 10 9 a 9 6 a it 17 f0 9 6 a 1 6 a 14 12 10 9 E a e SS 14 t2 10 9 8 B 6 4 14 12 10 8 6 a 0 43 14 12 10 9 B 8 4 33 A2)LrAMUM EMBEDMENT OF 1/4'0 t 3/4'ALL POINTS SBJD-SET ANCHORS SMALL FIC 7,W INTO THE POURED CONa m NO WEEOYENT 14 12 IO -9-- 0 6 4.5 11 12 10 9 6 8 6 35 14 11 10 9 e 8 6 45 INTO STUCCO SHALL BE POWITED.t/4'0-20 SS'.MACHINE SCREW USED SHALL BE 1 1/2'LORD MINMUU SHOULD SOA'CO 0=,AND l4 12 1C 0 73 55 33 - 14 12 f0 9 1 0 8 6 5 14 f2 10 D 8 7 55 4 •3fi lAA1A:f016 RY IS,Poa 1'UMMUU FOR WALL.UTM NO STUCCO. !4 12 10 9 8 B 66 6 74.12 10 0 0 6 6 1314 12 10 9 B 8 6-!A & S"w 10 5-0• 14 12 10 9 8 7 4 - 14 12 10 9 a SS 5 3.5114 112 10 8 R5 5 33 3 AL3)IN CASE TLt0 PRECAST STORE.PRECAST CONCRETE PANELS.PAVERS OR ANY SLNEEA BE FOUND ON THE E70SI RC WALL OR FLOOR. 14 12 10 9 5 75 4.5 - 14 12 10 9 8 B _67 45 114 112 110 1 9 8 6 4.5 LV3 ANa1CRS SK4L BE LONG e4DUCH TO REACH THE MAIN STRUCTURE BEHIND SAD WALL FTNSHE5.ANC14DRA:E SMAS.BE AS INDICATED ON 14 12 95 75 63 43 -1- 14 12 10 9 e 7.E 53 4 14 12 IO 9 a a 43 SS NOTES Al)&AL2)ABYNE.EOR II4TALIATILNS OH'16NrL STDONG OR EIFS WITH QR YIP11DlrT YE(AL STU(S COtLSUIT 1105 ENG91LY71.FOR SSSS..-_ INSULA INTO OFS WITH METAL STUDS SrE SHEET 20. 11 12 f0 9 0 0 6 14 I2 f0 9 H 0 6 S fa 12 f0 9 8 6S'S 35 14 12 l0 0 7S 53 ] - 1t'12f0 45783 i5 14 12 6 65 33 4 3 - D TO 1D=MG CONCRETE DLOCK: t4 /2 III 0 a a - - I4 12 10 9 a 83 s 75 14 12 10 0.5 8 a 1 - O (AS`TM L'-CO) 14 12 _L 0.5 53 J - - 14 12 10 1 D 6 OS 43 1.7 14 12 110 1 0 1 7 5 1.5 3 - 1/40 TN'CON OR TNMAN k11H AD.'AKE THiRFNfORM lEG9N0LOGY ANCHORS.A 6WIUfACTURED BY I.T.Y.BWLD'JI. N 12 10 D 6 1 0 - - 14 t2 f0 D 6 7 S 4 N 12 IO D 75133 4 3 -1/4.0%.3/4'ALL POINTS SOUR-SE A1CWM AS DWR8IUrED BY ALL POINTS SCREW.BOLT&Sw4ITY 00WARY. 7-0• 14 22 f0 a 63 4 - - 74 12 0 7S t4 0.5 7 SS 43 35_- - -1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAR1UVAGNRFLI BY FLORIDA FASLROPS DRELT.M. 14 12 To a3 7 4 - - H 12 10 8 TS 85 4 - 11 12 9 7 TS 45 - ^1/4'{TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,ATC.•AND GLSTRBUIED 13Y ALL POINTS SCREW,BOLT&SPECIALTY 14 11 7 5.5 1.5 - - 14 12 f0 9 IS 55 4 - 14 12 9 7 8 43 3 _ CDMPAY OR ANY OTHER APPROVED LICERSED OR AUTHORQEO VENDOR REGWERED WITH THE AUEAMCAl SHUTTER SYSTEM$ASSOCUTION,BTC, V_O_ 14 12 10 9 a 0.S 14 12 10 9 6 6 4 - 14 I2 f0 8 63 ti 35 - H70IES 14 12 83 7 E_! 3 - - /4 12 0 68115 4 3 IZZ 9S 8 5 4 3 0.T)MINIMUM EMBEMETP INTO CONCRETE BLANK OF TAPCON•BLUE TAP W/CAP ALCUD S AND TAPPER-N1aFJR'•1S 1 1/C AND TAPOON 14,12 95 7.5e - - - t4 12 v.5-a-r"- 5 - - 14 12 a 6 CIS 4 - - WITH AWACS THREADFORM TECHNOLOGY A1C{DRS IS 1'. 11 1.111 f5z - - 14 12 10 8 85 6 - 14 12 8 &3 5 4 9'-0' 14 12 10 - - - 14 12 10 9 73 43 - - 14 12 85 7 3.3 4 - - 0.2)MBT:MUM FIIBEDUENr of 1/4'•r 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY OFBEDDE OPD ttff CONCRETE BLOCK.ND 14 113 73 - - - f{ 11 T 53 1'3S_ - f 1 e 5S 45 15 - - - EMBEIENT INTO STUCCO SNALL BE POUTIED•1/4.0-20 S.S.WIC ENE SCREW USED SHALL BE 1 1/2'LONG WNOIW SHOULD STUCCo 14 12 B - - 14 12 85 7 53 4 - - H 105 7 55 6 4.3 - - Dos%AND i'LBNIUUU FOR WALLS WITH NO snucc0. 115 RZ 5.3i- - 14 12 7 6 45 - - N 11 7 5S 45 SS TO'-0 14 11 10 - - 14 12 10 8'11R." - - 14 12 6 6 5 4 - - B.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND ON THE DOSTWC WALL OR FLOOR 14 f 7 - 13 93 a3 9 - - 10 7S 3 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REAM 714E YAN STRLCN$DDT=SND WNL FINISHM ANCHORAGE SHALL BE AS INDK:ATED ON 14 1/ 75 - 14 113 0 a - - 23 9518 S 4 4 - NOTES B./)&H.2)ABOVE.FOR INSTALLATIONS ON VLM SDOLG OR EVS WITH OR WM40UT NETAL STUDS CONS F-T TRPS ENLI`NEM. 05 a 5 - 14 12 8 65 - 11 10 65 5 4 1 FOR RNSTALAOON INTO EIFS WTUI METAL STUDS SEE SHEET 20. 77•-0• t4 12 10 - - - - - i{ 12 9 T - - 14 1" 7 33 43 35 - 25 95 5 _ - 12 9 6 43 4 7 9 7 45 33 J (C) A-%VMS SPAL BE INSTALLED FOLLOWING ALL OF THE RECOUMENNDATCNS AND SPEC4 TIONS OF TIE:NNOtlR'S MANIYA^RIRER. 1�10 7 - - - - 14 105 7 53 4.5 - - - 13&S 53 45 13.75 - - - (D) SLE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING REZATIONS10 FOR ANCHORS. 14 t3 T3 8f2 v 6 43 4 14 i2•to - - - - - 14 12 •5 a5 65 - - - 13 10 65 5 4 �I- - FNM: DIST H MS c9ASIND SCHEDULE FOR ANCHORS, IS HS/S - - - - - IT a 53 f 33 - - a 8 4 3 - - - YAWN ANCHOR SPAON(S ARE VAUD FOR EDUE USTANCF-S WDF.AT O BELOW.FOR E 0.LESS THAN 17C 1NDIGATED.RLLKCE ANCHOR SPAC C 33 95 6 - - I3 95 63 5 { - OS 8 S 4 BY MULTIPLYING SPACW(;SHJpN ON SCI�ULE Or THE FO11CI FACTORS. 9 63 _ _ - 14 10.3 7 53 43 It 63 53 45 33 _ REDUCED SPAQYC OBTNHEO lfSL/C TACTOR 9441 NOT BE LEW THAN M06MUN SPACWD INDICATED FOR EACH ANa',OR T1VE. t4 12 - - - - - 14 113 7.5a 5 - - - 12 9 8 43 4 - - - FACTOR OS 8 - - - - !0 75 5 4 1 - -1- 73 53 4 3 - - - ACTUAL 25 IL5 - - - - - - 12 9 6'45 4 - - - 93 7 5 4 - - - - EDGE TAPOON THREADFORF(iE NAOLIX'.Y CED ALE.POINT SOLID SET BLUE TAP W/CA' TAPPER t 93 65 5 - - - 0.5 73 5 4 - - - - `/ ` DICTANCE Y24.SPACBNC 14'-D' 14 12 - - - - - _ 14 TOS 7 53 - - - - 11 B SS 43= - - ED. ON.SPACING.3' Mal SPADING-3' MIN.SPACING.3 1/27 031 SPAMW a 3' 3 314• 4' 10 75 - - - - - - 9 7 IS 3.5 - - - - 7 S 35 3 - - - - 1 v B D N W POURED CON=RErE& Tgpj CoA;= MN=a= POURED CONCRETE BLOCMa POURED CONCRETE&T9N6D COCEE mcmE dOX 13 8 - - - - - - 11 8 SS 45 - - - 9 6.8 43 - - - ��CONCRETECOK lit M-3 1/2.101 Fb•21/T CORCK�E CONCRETE BLOCK IAL EM-3 I Y EG•2 I 73 - - - - - - - ,2 D 6 ^ - -1_ - v-1 45 - - - - _BLADE WORKING - - - - 75'-0 - - - 6S 6 ] - - - - - 2 1/2' 0.81 1.0 _____.. ..._._... _ 0� 1.0 _ MY. 7 NIX FA• 1.0 0.78 1.0 ID - - a5 a 5 - -I- - w e 4 114 UNISON♦ 2 0.71 - 1A51 4.b - '- - ___ 2 3/4' - 091 -. - - e s 4 - - - - - FLORIDAE3JILDIiiG CODE{Hon High Velocity Hurricane Zone]• ` .% PA TILL/T"A, ®2o15 EAsn3w METAL suPPLY, rnc. OHVlw ENSFiii■�■�■�■ BERTHA Shutter % Accordion Shutter System _ �I L ECO 1 H c. FIV.RAIX$1 W/OR W/O RV WNDON RADE z ��(0 ; _ American Shutter SysFems EV. VCXWnOM am I DRAWN 3y: uJ_ C`z TILLIT TESTING &ENGINEERING COMPANYg(AtEF m3..PamGWDM ft.'s"33IG Association, Inc. , -OLD 11-19: <llJ/ls(aTc 4113/15 O(d�- '7.34:(MS)s71-1533.Fa:(303)371-1531 4263 Westroods Drive 2 F' 4 ®_ 67 West Palm Beach, FL 33407 3 DRAv7I13G No sS/ONM.'e.7%\%' WALmt A r.LT PE 4- - �S-OHS P.E. 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