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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RECEIVED SEP 091015 4 �' kr:Al6r b.Y t k r Ji 1Oli(�3 VC(�f�t1Pi�tx BC15 Home j Loo to i user Registration i Hot Topics Submit Sutcharge Stals&Facts Rrblicatlons ; FBC Staff BCIs Site t4ap 1 links Scorch ' Business. i, IL Professibn�al a PSEOdubtApproval (regulation � �� N,11wt Annrl,10 Nano>Mnd-t nr Annlicarioo S.wh>annurrignn(.Ist>Application Detail r t FL 9 FL389•R8 ' ) Application Type Revision Code Version 2034 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209.6263 bfeeleyil'aeasternmetai.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Pito ne/Emall Category 5hu[ters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Y': Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tnlit,Jr.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.Knezevicli,PE 4' validation Checklist-Hardcopy Received Certificate of independence ELM P8 COt tdV gCs,'6AOK)M 1 CS Nr Vi.z,.jrr_,If Referenced Standard and Year(of Standard) @tandard YCar ASTM E-1866 2005 ASTM E-1946 2005 AST111 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.flaridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYI-1H2vjvx5... 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 05107/2015 Date Approved 06/22/2015 Summary of Products 1.0 Model 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)far storm protection Limps of Use Installation Instructions Approved for use In HVHZ:No F1 384 Re, It a.S S.A.INC. ORWG..15-Off>.ndt ' 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 I Other:Large Missile Level"D".Max span is 12'-7'for 35 psf positive FQe9 RS AF A.5.5.A-INC. P.F.R. DRVA;t 5•€iStS.n;ft ASD load and 13'-0"for 35 psf negative ASO load the HV3 blade w/o Created by Independent Third Party:Yes 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 i In unison:Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 and 84' 'for+64,-64 psf.See sheet 5 for otherspans and ASD pressures. i afil.2-3 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 F1,389 R6 It A.S,S.A,INC. DRWG.15-085,iwf 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.r negative FL389 Ra AE A.S.y.A_INC. P.F.R. ORWG.11,4385 FiV,.peli ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVI blade,8'-0'for+64,-72 ps.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s,f,for metals stud mountings and W-0" j for 110 p.s.f.for HVL and HV1A working In unison.See sheets 7,11 and i20 respectively of installation drawin s for other spans and pressures. 1389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking Wades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom !or storm rolection i Lltnits,of UsnInstallation lnstrudlons Approved for use In HVHZ:No Ft.3f9 RB II A.5 S.A.INC. DR Wt9 15.084.ndr 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 ASO load for Blade 1 FL189 Rn AF A.$.S.A.INC. e,E.n. DTIV/;.1541,44 not and 18'-0"far Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes r actively � sz Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone;850.407•te24 The State of Flortda Kan AA/EEO employer.Copyright 2007-2013 Slate of Fiona,z:privacy Statement::Accessihil ty Statement::Rehm!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 tete office by phone or by traditional mail,if you have any questions,please mntact 850.487.1395,-Pursuant to Section 455.275 (1),Florida Statutes,effective October t,2012,licensees licensed under Chapter 4SS,F.S.must provide the Deportment with an small 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 click hem. Product Approval Accepts: ® enact M securit v+t i-I it u:a° http://www.floridabuilding.org/pr/pr _app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.BERMS N.V.ACCORDION SHUTTER SYSTEM SHOWN ON TMS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COYPLWICE 01 AMOROMCE WITH THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE.THIS ACCORDION SHUM SYSTEM SIOLL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE TONES. DESIGN WIND LOADS SPALL BE DETERMINED AS PER SECTION 1820 of THE ABOVE MENTIONED COX FOR A BASIC 100 SPEED REOUAED BY THE JURISDICTION WHERE&MITER WLL TABLE OF CONTENTS 8E INSTALLED WITH A DIRECTIONALITY FACTOR Kd-OM USING ASCE 7-10 AND SP7.L IDT EXCEED THE Uk%UM(ALSO.)DEIGN PRESSURE RATINGS INDICATED ON SHEETS 11 TFLRU 15.19&2D. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHAH BE FIST REDUCED TO A.S.D.DESIGN WIND LOADS AREA•1' FIV BLADES(b 6e BY MULTIPLYING TPJN BY 0.6 IN ORDERTO COMPARE THESE W/MAX.(AS.D)DESIGN PRESSURE RATINCS INDICATED ON SHEETS II TM 15, 19&20. GQIERAL NDTES SHEET 1 IN ORDER 70 VER'JY THAT COMPONENTS AND ANCHORS ON THIS PMD.,AS TESTED.WERE NOT OVER STRESSED.A 33 X I.4CRFASE IN ALLOWABLE STRESS FOR WIRD LOADS WAS J12 USED IN TIER SYSTEM COMPONENTS 1-20 SHEET 2 A3NLY95,HOWEVER,A WIND DURATION FACTOR C0-1,60 WAS LIM FOR VERIFICATION OF FASTENERS M WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BMT14A H.V.ACCORDION SINTER SYSTEM'S ADEQUACY FOR WIND AND LARGE 14SSILE IMPACT LOAD HAS BEEN VERU IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CDO£AS PER AA t1cPORiS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEEP 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -KV KAM(D }021401-03.1141715.01-03.11004.01-0.S.11/214.01-05.j03t7.02-06.{6609.01-10 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM.E-IMUS AREA 2: W BLADE n AND HV WINDOW BI ME Q ANO E-1996 STANDARDS(YNSSU LEVER.D.WIND?ONES 1,2&3)&01220.01-10 AS PER TAS 201.203&20.3 PROTOCOLS LARGE WMIL (WHERE APPUC681_E) -HV WViDON BLADE 9/0505.01-08 A4 PER ASTM E-1886 AND E-1995(MISSILE LEVEL 0.WIND ZONES 1.2,3)BAWL PROTECTION ONLY AND 11 0725.01-118 AS PER TAS 2G2 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOGS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2.MNBLADED AND HV WNDCW BADE 9 ARE ENGINEERED TD WORK IN UNISON WTH EACH OTHER UNDER TAE GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,coNCR£EE/BLOCK SHEET 7 3.BERTHA KV ACCORDION PMS(IW SCT2YS)•USED AT MARS KNUCKLE AND FOR DIRECT MOUNT CONINECDON M TRACKS SHALL DE 114»275'AND j14r1.75'RESPECTIVELY,410-K UNOM SERIES CENrERMATE DETALS NJ SHEET 8 STAINLESS STEN SCREWS WITH 135,0"YIED STRENGTH JL40 180 W TENSILE STRENGTH.RHS SHIN.BE CRATED WITH BERTHA HV DALROSHREED MATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HV SHEET 9 COATING APPUCATORS.REGISTERED WBN AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEM. 4.ALL ALUMINUM OaRUSONS SNAIL E ALUMINUM ASSOCIATION ALLOY AID TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-16 AM IS 30.0 Icd A.9 35.7 W FOR ENO CONNECTION DETAILS 1-G.CONCRE'TcJFTLI)OX SHEET to 6005-TS ALLAY. MA DAVM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-MNCRE7'&BLOCK SHAT 12 S.ALL SCBM TO 1E STAINLESS STEEL 304 OR 316 ASN SULTS OR CORROSION RESSTANE COATED CARBON STEEL AS PER DIN 50018 WITH 50 FSR WIN.TESD STRENGTH AND 90 TUR MIL TENSILE STRENGTH ANCHOR SCHEDULE-CONCRETE&BLOCK SWEET 13 AND SWtL COMPLY W/FLORIDA RU¢D06 CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASTM A-307 GALVANIZED SYEI.OR AHS 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MIMYUll YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 115 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICAVO NS:HV BLADE 'D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WOOD SWEET 16 HN BLADE( &✓D W'OARNG IN UNsm:12.13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 R.THISBERTHAH.V.ACCORDION SHUTTER SYSTEM BEARS A U.S PATER j6'779,582 COMPONENTS OF 1tBs APPP,CYVAL ARE(YZ/ETiER,IN WHOlE OR M PARE BY U.S.PATENT j5.458,179 ISSUED TO EASTERN 014)CONNECTION GUARS 7-12&X.WOW SHEET 18 META.SUPPLY,B.C. 9 W .if SL BE TS RE4PONSI8IRY OF INE CONTRACTOR TO YCF6FY THE SOUNDNESS OF THE STRUCTURE WHE7tE SHUTTER t5 To BE ARACY.ED TD INSURE PROPER 0.YCINORNN;E.CONTRACTOR 70 SEAL/CN)'JC AREA • FIV WINDOW BTIG A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONRNUOLS CONTACT WITH THE BUILDING TO PREVENT WANDIFAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.�HUNIT MTTS� AR FTI NW ENT ENGA­�OR LOCK LABEL IN AA VISIBLIALL W AND HO A�Will WARNING NOTE:DURING PERIOD:OF HURRICANE WARNINGS HOME OWNER,TENANT.OR 01111125•MUST PROPERLY CLOSE ALL HN AND HD AREA 4` In/WINDOW BLADE n�ONLY 11.SHUTTER LLANUFACTURER•S LABEL SHALL BE LOCATED ON A READILY VIABLE LOfA1.0N AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING RADE ONE LSM SPALL 13ETA- N INSTALLATION DETAILS,MESD WALLS SHEET 20 PLACID FOR LVEZY OPENING.LABEUNG TO COMPLY WMi SECTION 1710.8.2 OF TLE FLORIIA BUILDING CODE 12 BERTH H.V.A=CRCiON SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY/WITH SPECS INDICATED IN THIS ORMING PAIS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS A'I'LED TO. 13.(a)THIS P.E.O.PRERARM BY THIS ENGINEER. IS GENERIC AN3 ODES NOT PROAOE INFORMATION FOR A SITE wmnO PROJECT,ESE.WHERE THE WE CONDITIONS D-_TRATE FROM THE P.eo. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFT:SAFETY OF THIS PRODUCT.&SRO ON THIS P.E.D.PROVIDE)HEjSHE DOES NOT TXMTE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED GANENTER ON DIS DO .CONSTRUCTION SAFETY AT E 6 THE CNFIRNOPOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (.)THIS P.E.D.WILL BE CONSIDERED MAUD IF ALTERED BY ANY WEALS. (d)SITE SPECLIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGMTER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO Wu.BE RESPONSIBLE FOR TH.PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTIN3 AS A DELEGATED ENGINEER TO THE P.E.D.ENGINES+.SPALL WOW TO ties LATTER THE SITE SPECIFIC Da Wails FOR REVIEW. (E)OEICNNAL P.EO.SHALL BEAR THE DATE AND OEdOINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED T. w FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `VVVAI R A.pl AA/RVA, ®2015 EASTERN METAL SUPPLY.INC. �P ��, BERTHA HV T. *; 0. ZMLE C O I p A� ��'w�o Accordion Shutter System _ Kil RME y1 w/OR w/o KV.WNMIN MADE American Shutter Systems 6EMPT1104 Nu1E Mall m: WI_ -1F TtLLJT TESTING&ENGINEERING COMPANY ���• r OF aIV KW.3E1$.s=.WMNA,UADDSnOcm+331 Association, Inc. i OLD 11-tsz y13/1s DOE 4/13/15 _.,,, "Cl/��'p._. Piw,e:L3WA71-1530.Fart P(3D53871-1531 4268 Westroeds Drive z DRAWING No 4s',Sc uNl,• �Q. E- ez oab7' o d- West Polm Becch. F(. 33407 3 AAA, NAL EN TAA WALTER A lrU7 Y.PGE 4 15-085 0 G A• s SHEET nr 20 A P.E. SERII��;�YURE/DATE nmOA L,4 j 44197 5 j� J'r fM tmd.Y V�� m 1.918" A.2L.V o 9x!51- u O: 4.3J1 r { -I • y 4.657• 4.999• 0 i, HV SOLID BLADE7 0 5 bV 90/180• STARTER COVERED UNDER us PATENTP 5458179 OHV UNIVERSAL FLOATER OUAUFlED FOR USE W/ HV BLADE D .{ HV DIRECT MOURI HV BLADE 1 tgA HV WINDOW BLADE■ 6005-75 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6003-76 ALLOY AND tEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19BL DEQ .3T 6063-T6 ALLOY AND TEMPER 124' 6063-T6 ALLOY AND TEMPER T3@- t ^ .065• I 7' 2.670• -•� 3_556• 670- 7.226- '• 72 842 . 4, 7' • •--,�.- $.-....A15' .092' S , HY AD,1. ADAPTER W/UPS "}6� Iz:.l ta7s ^ poM' 0.07,E ��� 3.226- l/m TRACK WALK—OVER OJ 111E 1 QUALIFlFA FOR UgE W/ HV QHV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE(tl QUALIFIED FOR USE W/}N w 6063-T6'ALLOY O TEMPER SLADE(i1ONLY. HV RAINGUBRD BLADE 1� G063-T6 ALLOY AND TEMPER pUALMED FOR U E W/TSV 6063-T6 ALLOY ANO TEMPER vAt?�3 1-9.3c� BLADE vAfd6 1.938" 6063-T6 fJ.LAY f- f.913- I AA1/�+ D TEMPER 1.917- ec� 083' A6 .__..__ .100- 0' +� .-..-- I 'T �� 67 I! 870 _. 3520' ER/SILL 3.579 t t HV CEILING HEADER 1 HV HEADIt HD CEILING HEADER/SILL 0 iFlED FOR USE W/ FSV BLAD£n0>iLY, QUALIFI c' 1 ONLY 77YY�- 6063-TTS ALLO/AND iEMPE QUALIFIED FOR USE W/ W BLADE 14• HD WALL HEADER/SILL SEE'SECTIONS FOR VAUDI SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE(,ONLY. 6063-TG ALLOY AND TEMPER )1 1 COMPONENT A R 11 M.._, T_.... x Y t X Y MKt i Y i 2- ;0.125' � ' z" s-"un'i 1/6" '/a- o090- p� @ 2- 5-W. 0.192' 0.19x- 16 SSIDE ANGLES OUAUFlED FOR USE W/HV ALUMINUM ANGLES 16� 2.5- 7'iw. OAW D.19D' � CORNER POSTS BLADE(D OUAUFIED FOQUSE Yi/-HV I OUALIFIED FORUSEW/HV 6063-T6 ALLOY AND TEMPER BIhDE(I�ONLY. Cc;:�� ff Go63-IG ALLOY AND 1EMPER t� 1 2' S WY-1 0.139" 0.131- 6063-76 ALLOY AND TEMPLR I 110ROA BUILDING CODE(Non Hiqh Velocity Hurricane Zone Ut1s N. L rypq, 0 2015 EASTERN METAL SUPPLY.INC. TI (/r J,�� ERTHA 1 VTM 111.1E C INS. �,S,S.A. Accordion Shutter System KV.Ev A #i W/OR W/D KV.WNDCON&ADE TIWT TESTING h ENGINEERING COMPANY American Shutter Sysfe.. 0�„D„t C,n M„N Assocfafion, Inc. , I OLD 11-Isx Valls DATE,- 4/13/ls STAB Df Lv` ass UT TESTING I r<.3Z.E GINE RING ,Florin+uv (303)871-1530.F.;t3WW1-1531 4268 Westroods Drve 2 DRAWING No O� •. M-0006719 West Palm Scach, FL 33407 3 '�''.;cSSIONFLti�•�o`+ RALILR A TUST 4,PS1SHE— C!$5 P.E. S�('XtJ&ICsilWnRE/DATE FLOROA u`F"IC7 e 2 OF 20 4460' 9 9' 4376" 1,'-2A1/' f/4=70 G^f 7. J' 46' • Ie33{• ,EA7 1,6Sh'1CD ,Ip'AfG D4IK1 14•_2p .745" r 5'.5.M5. 6N101 PAWfO! 1�6SADtD Pt VST u n'P.) 1 IrxAsor.LAwn AW $ • � ^�' s m 11•x®rAm,07 (� SMO.Y.N Woe. 318 ♦� °•45t.� i on_ n xIZ(w1a4 (0+401+C r4A1UD) 21 HV CENTERMATE s. 370 HV EGRESS LOCK OUAUFIED 1 k ONLY 2 e t 3623' - QUALIFIED FOR USE W/HV QUA FIE FOR USE W/ 1{V 6063-T6 ALLOY AND TEMPER QU ER FOR USE W/ Fiv BLADE 1 & I ONLY BLNE 7(�& ,ONLY. - 8L/1DE Ut do ONLY. 6063-T6 AU.OY AND TEMPER _ HV CORNER CENTERM&U _ FIED FOR USE W/HV BLADE 7 ONLY o�• 16' 74' 4.045' Sc 6063-T6 ALLOY AND TEMPER PLAsnc NOW 9-' MOLDED 2.07n, 1 7wr RNLTINO .05• ,{ 1/4"A-20 x+3/4" eEFORe Rnrnvc i SS. THUMBSCREW 1/4"4-20 RIME*wus 9a+{AUArNJu fzata-t3 u,.ah.ua[Ive,c6 7113SIM A1r •r a".PART i CM AS M04W Gi=6Y Mtm I--x' -•----I ` OE7t�TOP"PAMPPON N7 JCR=07054 OR COWL PINI "+ FRONT TREVAM4 " 4.566" ( LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR�� L w/Nv BtAD£ I ONLY HV FEMALE "T" LOCK CENTERMATE HV "T" LOCK HV ALTERNATIVE L00. -O 6063-T6 ALLOY AND TEMPER QBpb,1FIED FOR USE W FIV BLADE ONLY QUALIFIED FOR USE QU��&ADED E(�i USE Ww HV QUALIFIED FOR USE W/ HV BLADc 1 ONLY 6063-T6 ALLOY AND TEMPEBR"� W/NV BLADE ONLY. 6063-76 ALLOY AND TEMPER 7y� 1.91] 1917" -I1- __l 3.161 063' ^•• � e�214' _ OR.214•m� , , XEY CYLINDER o . 0.6-15 v:+. ° ,zs M_ (3 HD CENTERMATE VNO L02949 ROD CENTER ' 4 QUAUFlED FOR USE W/fiV BW'Eb& ILIA QUALIFIED FOR USE w/1iV BLADE I &i ,HD CENTERMATE S 6063-76 ALLOY AND TEMPER6063-TF ALLOY AND TEMPER , VNd1S•le W1. QUALIFIED FOR USE W/ rN BLADE 7 & +/4•�-m ss tll 3/a'�-+a '"j ,.,A' 6063-I6 ALLOY Al TEMPER Cara-rAcsn�9szoes I ! I LI/2- i• no _ OR KEY -- y�..._....._ 1 7 um CYUNDS, 1.76'Moa. �OCKtNG ROD 1J4y �4HD K L,375'e QuAtinED rOR USE W/HV BU,DEQQ I�, 3/8e0_16 ACETAL 3� HV 1/4" 0-20 AISI 304 Or rrE6EN,HARowARE MaTOfiE Loxs sTraEs zs33 HOox DOLT Loci 6063-T6 ALLOY AND TEMPER SERIES S.S. THUMBSCREWS QUALInED FOR USE LY/Hv SWDE ©DRILLED1AT5nTRACKSLFOR E RQ ER EMBEDMENT OUALIFIED-HOLE U , � Cl BLADE,✓_ QUAUREO FOR USE W/ KV BLADE 1Q RDRUM BUILDING CON(Non High Velocity Hurricane Zone A�' IL.Ir /i 0 IDIS EASTERN METAL SUPPLY,IVC. •`t .............�q ���INSF •. '; BERTHA HVTM A S S >A Accordion Shutter System - /TiM 7-C707i �. . ■ . . Nv,9-ACE#,w/OR who tiv W,Nby aADE �= Amerfean Shutter Systems- *'•�!�' �S'J� =LL+ TICCIT eESTINC do ENOINE£RfNG COMPANY Y tv. 9c ksr�::wr. RATEMT. DY: ML ST w: Assocfotton, In , OtD,r,s2 <Ju/T6 w.•c 4J13//5 +�•O', P 1A133 xx,Sam.s.:v.uz l+mcrn.avcus,n l">.11 4268 Westroods Drive 2". =��-•--�...... Pn«a:(a Js7,-,SSo.Ea::(3as�7t-,53, ORAWTNO No R'•-•....••'' , a:tOV-7 a� West Palm Beach, FL 33407 3 Ot.A��;.��`�� BAL '�.P.E. { 15-085 �,A1nTIMIN HARM LIC.r{4167 0 SHEET P.E. SEHl/SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR I HV � HV � ( 41 a/s-� 12 To He.E E Ui HV BLADE 1 ! - T-IS . HV BLADE to I ,N M%WW BLADE .0625• .Osis .0025- Y HV LONG RECESSED NYLON BUSHING r III •0 0 .0425KNUCKLE *6)873' Y (TYP) 0.062- ® HV SHORT RECESSED NYLON BUSHING 8- � \ { ,• HV NYLON HAT WASHER POOHV WHEEL CARRIAGE AISI 302-303 SERIES0.870-x3/16- MICK NYLON WHEEL. -� � R 7/9-cast - w MNMW CLFILR 0.188'0 AISI 302 SERIES S.S. RIVETS 31�0 SEPIcN rs jDLTNtFN s• -A6is• Pa.7500' 4� HV 1 3/4-ACCORDION PIN W/}8 HEAD EXTERIOR �C } �J oPO�cNcs �i s ajERS 5.6 •T-"Y HV 2 3/4-ACCORDION PIN W/§8 HEAD * .I 411 t7p-_ �t •� i'/4 •u'7500' CLEAR ® POLYCARBONATE IMPACT RESISTANT HV WINOOW j j �;,,1p� 'I ; j TYPICAL_NV WINDOW BLADE_ AND I ® POLYCAR60NATE HV WINDOW DETAIL { ) • DOR o � 4 r ®3 n � N.T.S. (( Ili � REOUO2I�CI.F01), (DOR® I j - \ *POLYCN28(1NAlE RFSISTANT HV WINDGW BAYER MAKROLON 3JI-le POLYCARBONATE ,i'M. tE RESINS, UV-STABILIZED GRADE OR SABIC CKLE FOR QUIREMENTS AT EXTERIOR BLADE KINx TO IDME INNOVATIVE PLASTIC LEXAN 103 RESIN (SEE NOTE 'F- ON SHEET 19). O OR I (1) HV PRN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR { I "•� I POLYCARBONATE SOURCES FOR 4 HV®BLADE. TYPICAL SHUTTER ASSEMBLY EXTERIOR APMG Prw TAfd1 PDYtRrtS yT,ypNL N.T.S a•HM PM®OR II. AT (2) INV PIN (9 MAY BE USED IN LIEU OF 0 AND ONLY AT I. Ef OR HV EXTERIOR BOTTOM KNUCKLES OF ACCORDION SYSTEM W/ HV(D Dads BLADE'S KNUCKLE. at3x (SEE NDTE•FOR sP¢nc ouMr< •m1 ma: 6063 n/�,' aon m/n' BLADE WHEN CORRESPONDING TO INSTALLATION '11 . SHEET 7. 04 3 REOUIREUEN1s) ' ; 10Cat£MED SlatlrCM la111 Ld33 ONTO D+1 @.SOa Pwt, TVP. I _ {iFADW..:iAatlC•li Ai KlD A4a1 olio 12=W4 11• P.L (3) HV PIN fl OR @ W/ 1/2. O.D. 1/16" THICK S.S. WASHER 0 y { j nneAea uDD¢Os wru DrW aalnea D.1 SaD,ani P.1 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAJL X. �>pi�3Ij SHEET WEL CARRIAGE DETAIL 4 wR* .sa Duu na x a+a x ua T� ^EMBLY LAYOUT PXM oremz AR om D-1 run Fi a,z Sar Aarxe N:1L olm 1010'f ab]r >sM�*••••• Asn D1ss W—X 31PDXV AV= M a,e Cb]PLL aflD D.al. M HV 13LADE_SOLID HV WINDOW BLADE DETAILS Dass 3>6s DaDPt ua¢mc ""°" e""" asaD a.t FLORIO,4 BUILMD111 MDE Mon High Velocity Hurricane Zone ZER p..l��li'', ®2015 EASTERN UETAL SUPPLY,INC. . BERTHA HVTM E IL E C . O �m�. A.S.S,AAccordion Shutter System RV BADE g1 W/OR W/O KV.WINDOW BLADE S. i( g American ShuHer Systems DESDRPDDp Dan a�w er: �i A 7E1 TILLIT TESTING& ENGINEERING COMPANY Assoclation, Ina + OLD 11-182 4/13/15 a+sE: 4/13/15 O' FF OF 4Mk"3[in s,.$, 3Mvmr CQWM tMOK 3316 PMae;(aaslsn-ss3o.rm:(a35�a,-1ss, 4268 Wastroads Drive 3 DRAWING No FJ ORIDP '�� e-mDt'•:moaw.a m West Palm Reach, FL 33407 3 O,'A�'EyS: M,N.TER A. LLR1Y.Pr- • 15-085 P.E.r610Tt1RE/DATE naacl. !'a167 s SHEET a 4 OF 20 -NOTES ON HV LACKS AND CENTERMATES: 1.MANYM313Y CONDTIM ill ONE tiV LOCK(2�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105;ANO FOR INSf TIONS ANY ELEVATION. FN LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHm TO OR 1 CENTERIUTES W/(21 1/4'D-20 x 1/2'LONG FIAT HEAD S.S.M.S.LOCATION OF LOCK SMALL BE AS INDICATED ON OQ®n TYPMAL SHUTTER ATION. 2. IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV ®°' LOCKS OR MAY BE USID AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENTERMATES OR V SHALL BE AS INDICATED ON NOTE(1)ABOVE LOG ON OF BE SFULL.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. VL - 3.OPTION& QQMMIDN¢ZNAL+D ONLY WHEN L4ANDATORY CONOMM 01 OR LIMITED M.AunATORY COtdDTOON �I /2 TS IiSF.b W/TYIO ta.V.LDCKSI:LOCKIND R005 ARE NOT REQUIRED AT�(1URRiCAHE POSfT70N,BLIT MAY 4 580+:`30/4 5" BE USED IF DESIRED TO ENHANCE SHUTTER PERF= LOCKING PODS 44 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTTKkI). LOCK ?` S+ULL 8£USED AT CORK-CENTERMATES FOR= SPAN �?II AND C+STNIADON5 AT AN1'ELEVATION.HV LOCK or S}W.L BE USED AS AN OUTSiOE OR fN510E=KS PAN D TO ®CORNER CENTERMATE W/(2) 1/4 0-20 x 1/2"LONG FIAT READ SS.MS.TWD LOCKING RODS toc� AT TOP& BO M SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL.SHUTTER ELEVATION, MAXMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. lJI� 2'x '�s ! 5. FIRST A MMTE To?iQQ OR 22 ONE ALTERNATE HV LOCX MAY BE IN UEU OF HV LOC!( or FOR MrY SPAN AND s INSTALLATIONS Al ANY ELEVATION.%ERNATE LOC}:�i MAY BE USED AS WT CE OR OUTSIDE LOCK.ATTACHMENT / L 1,ro a�y OF 1/44-20x3/4'S.S.T14UMBSCRflY 1'O®OR CEMERAUTES SAL BE MADE W/1/4.0-20x3/4'ALUM, i / I Dc;1S�' Is a RNNUT AS SHOAN ON SECTION HVIL SHEET 8.ONE LOCK SHALL BE USED AT 1/2'OF SHUTTER SPIN OR TWO ( / C�-e6 • �/ C LOCKS AT 1/3 OF SHUiTM SPAN. ?� _ ® 6.MAMIIJRORY CONDITION i3 FOR KEYSTONE NOLWTING I SM1AMNS- ONE EIV LOCK x or®SHALL BE fJ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12 ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP O I ! TD 967,AND FOR wsTALLAHons AT ANY ELEVATWN.HV LOCK ar 0r®MAY BE USED AS AN II�DE OR I-Y I OUTSIDE LOCK,ATTACHED TO 123•or 0 SYMMETRICAL CENIERMATES W/(2)1/4'-20 x 1/2'LONG FLAT HEAD S.S. SEE END - Ate. M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 1r__W/Q� CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY 14ANDATORY. OETATS ON S+HEF,T$10" 11IL 18 TVP.Flu n "NOTES ON HV "T" LOCKS AND CENTERMATES: ANT• OF CORNER SECOND- CENTERMATE 1' I :ONE ALTERNATE HV'T'LOCK 6b WY BE IHS�&I.ED LN UEU OF HV LOCKS $OR G..9 FOR PNY SPAN ANO 1D @ I TALADOH AT ANY ELEVATKAI.AL TE LOCK(SO}AAV BE USED AS AN INSIDE OR CU7SIDE LOCK.ATTACHME(T OF LOCK®INCLUDES USING RE]NPoRCWC LOCKER-�Y,AS SHGW!7 ON SECTION MG,SHEEP 4.WHICH MUST BE «t. .w .00a CONNECTED TO CENTI7L.IATFS®ANO W/ 1/44-20 1 1/2•LONG SS THREADED BOLT W/7/8'0 z 3/32• l.JIJ' �©'lJ•�a MAXIMUM AEWMNUT ORS A D4�BELOWiMIDSPAN.USE OF TWO�LCCIOx GMr ROO4 TOP WAY SMILED EOTOM FIS'LLED AAT i IDSP�OR 12' *.NO 0 c C.NT L 1. :ONE ALTERNATE NO 1H)CIC®LLA�Y;B1�E USED IN LED OF PICAL t11 HV BLADE SHUTTER ELEVATION W. LOCKS OR 2 PCR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FCO LDCK K3'LIAY BE USED y.T.S. AS AN MOE OR Out LOCK.ArTALIOHENT OF HD LOCK 0 TO @ IS W/ �8 x 3/8• SS.U.S.,AND INCLUDES RFNFORCENENr INSERT 3 F.H.AS SHOWN ON SECRONS HDB-M AND HOC-14M.SHM 1O.LACK MA:BE BHSTN.LED AT LUDSPAH OR 12'MAKIMUM B'SOW OR ABOVE MDSPAN.USE OF LOCKING RODS'SL�'. IS COYPLETQ.Y OFTMNAL FLORIDA WMNG CODE on HighVelocity— UrricaneZone' N.�'/[�/4jV0 2015&.''TEFW METAL SUPPLY,INC. ��ctiusF T��'�,w BERTHA HYTN Accordion Shutter System A■a�■S■A■ * KV.aME#t W/ER W/o KV.LMMM RAM American ShuNer Systems TILLIT TESTING k ENGINEERING COMPANY Cy.NJ DESCQ"M MTC ORM Or. ML b STATE OF Association, Inc. , OLD 11-192 4I+3/+s OA D 4/13/15 :�2 U. K..x�s s1r.am,w,carA v.'1<va.ELOkG My 4268 Wes(roods Drive z -p-b• { Fw,r:(30syan-1570.ro.:(sDs)a7,-1ST, 1 FA �� .-ma:a"1R000aL o� West Po+m Beoch, FL 3340: s DRAWING No °`*, ZONAL E�G•Y`��` ­LTM A.+�Lur'4 Pr_ 15-085 P.E. S tEi� tl;tdk11L1RE/DATE FLOROA I.W.1 44107 6 SHEETOF 20 CONatEtE ANCHORS I 1a�m xvrA+�- .. t OR �P� POURED t -r._ , wv.rtv�tr�urot .� COVCIEIE (SEE SCHE12ULE ON SHEET u) - r0 aAa I� msm- I t ro CAM •� 1 9]fA1L oe sm _ tstt=a REOt1LRE0 EDCE OF "I n sort UM III" °�S• I mi as eunr a i sMss") - SAD IF E COSTING a Sar to rw ro wss _ settama m oEsi> 9 ALTEFNATE , i i i. it j ANCHOR I EXCLASS-� - v L=no" ;I —f i t CLASS l i 05 /1ox3/4'HEX WASHER HEAD 11 OR 13 OR I S J/a ret TDc sCrEws o tY O.C. EDGE OF I J/L w caHCRETE Hs 8 1F ANCto APPAPPLICABLEAPPLICABLER1t 9. 0, 7 I (SEE SCHEDULE ON SHEET 13) II EDGE OF Ex15I1NG ; 1 EDGE OF SLAB E CLASS SLAB 1F 1/2 1 EDGE OF APPUCAR E APPLICABLE O. o. Ap�r�me PouaEoE.D. F° `DJ FIAT*VD CONCRETE AvawRs 9TH ConcRRED �F1Ar HEAD CatcaErE ANrAtaRs CONC� (SEE SCHEDULE aN SHEET 1a) aa4n�s�M° t OR �auOEo NCRETE REH11RED a- a (SEE SCHEDULE ON SHEET 14) li .TRE CNH INEAL ATION Q HV WALK—OVER INSTALLATION• o sw aPR�tme RATING&FOR SPANS PER (I� HV FLOOR INSTALLATION t SCHEDULE®J. SHEET 11 C� HV CEILING INSTALLATION EXIST11.0 tee LD», CONCRETE AIKHORS Sir SCHEDULE ON D ,r4a Dr 4n t0 E)RS,LNO msIt,D 15) IXCLASS � oam CVSS-� r rw 0,0 Ix 1/4' C115S CLASS 1R¢comb'on 94A ttl --'O /. MA7C t1f.Mt1Oi ro t J 4 /Rl IlilmlarXf O L' --�fuz wan.c o- tN aG ITR�TO C-o'sAav iya I o T I I I -e Tae a suau nHw 11 -(Luc. irksrx rt d TOrorrr f i tom* 17 s . ! Ora.7(s He »a siET„ I/2. WASHER �.I ?I TEN SCREWS I; 1141,J/4- HEX HEADfi 1 Ufa l O 72'O.C. 1 8, 8 .;.• j" t r ` •rzO,J/4•a us 7T](SCREWS O 9'O.C. #14.3/4 S.O.S. OR 1/4-0-20 S5.N.S. CONCRETE ORS t 6 ]O O 9.O C. ~' " Oat• •.•� •• l;�� -L9NC t/4'r-39 M1cs W/NUI a 9.O.C. (SEE SaiEGUL ON .1 1 1 L IY 0.G I.. 9tEET 14 i 17 OR I8 1/2'I 1•^-I t7 1 "�� 2.00•NIH.C�,3 �Tur(OEOORtTE I .•T ..ED sL1) l/ SLAB IFl 74w5D.0 F.N.S.D.S. ISW. 7 T 8'y--f 7/R• �APPUCAL' L.-CONCRETE ANCHORS O 9'O.C. - - REOCD moi[ NOTE 1J(a) t E NOTE 13(6) -_- �� _ _ POURED RETE.ccnBLOC? (�sCSEOLTE oN off SHETT,P.V= OTE eta-sc - $ ON sH 0 �t EY$TON Qc RET-AL- OR ,a) BALL WALK OVER IN TALLAT N r� aAww_+. DOW E MOUNTING INSTALLATION 'P1°"L PORED-J K HV WAL1 FLOOR INSTALLATION AKn.oaP�rE=+a+-n tr IEOD9tED - SPAN L•-r GUARDTHIS INS e NME FOR CoMuntTION OF ugmg-: 1 REMOVABLE Nl PQ FOfD1� •E,D.a EDGE IXSTNKE ADJACENT TO AN 8i'ERAEriT.FJCR 1 S£E UORAnONS OF USE FOR I_SEE SHEET a FDR typ�L (SEE SPEC37^JtTDhS ON SHEET "' OR ENIPANX BLADE,A ON SHEET 19. INSTALLATION DETAILS W Z 1T HV B LA D E ASSEMBLY _ In ANYNOUNTNO WAY TO SECTIONST A0f INsrHIN �COLIFURED ALLATOOtL FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. •''" B RTHA HVTM �`3Q•' ENSF gip-, �•, ,�7 ; � Accordion Shutter System _yD------� _ 1 L �_co ,�.. ■ ■ ■ ■ KY.MADE g1 w/OR w/0 Kv.WWW RADE American Shutter Systems MV.. Dat DAtt DrAxN sr. Ml TILUT TESTING& ENGINEERING COMPANY a'•. W` , , aAssociation, Inc.TATE OF 15 (3, 71-15)0.F. (JOs)e71-1531 4268 WestroDCs Drive 2 DRAWING No ?v �,���``.�� t=: t West Palm Beach. FT•33407 3 15-085 �r,S�Dr1AI r,,,,t vMTM A.nun x.RE P.E. ;?6ji1 N%RE/DATE nORa;Lk,P 44'GT c SHEET OF 20 SEE END WALL CONN AILS Qjj SIFTS 10 Ec 18 SEE Mons ON LOCK-C Raps D,W LOCKS@ ap r INSTALLATIONS W/ 1 HV AMALTa:NATE1fV LOM 0w�5. MADZ OUT fl� 1N r �oStlNc Glrss BLADE W HV CENTERMATES ** ��CX�� 1`06 ©ml�n©•Q7 a® 10•®a OR SEE END WALL CONNECTION 10•®°�•Lel ©•®m MIMIC CUkSS DETAILS ON SHEETS 2..2'.,/8'.7-2 g "+ 9• 1 5 3 1/4' Y 6 1/2' 7• (60W T6 ALLOY)AMU OPPOSING — AN61Ew/tz)1/4"Tucev 1/2 ®.® SYMMETRYCAL I A+Ka,m tO ca+ozETe I- CENTERMATES CENJER ATES (TW/eonou)A c —1t_ 6a N.SE9AFh710N (4)i1D.1/2'S.U.S.To TIRE JIW/4'S.Ws.o r2• Wt HV LOCK or¢SI to CLASS O.C.}vu LEN 9. W/ HV LOCK or AT Ek71 AJ}v'lE(T,i') I '- (SEE S:}IE017I,E 5 * 5* I N * 3 ON svEE�„) 1 5 f i * � © OUT to•®�©•�°°®•©°� HVA HVB HVC O _.O'©�O O•��[ ?—_————._ ——————— t D—. m ' .®°c ('E7oS'fit49 CLAWCOtiCTEPOLRED�Rt9� OR W.LLL —�— ®!®°�'@—t\CIA�53 O `CEN v�ROC E 6# 10 (SM NAL 10- ° � . „ raCassp° //--��# (INTUMR) 6-6-6.@ A SYJ1EDUlE H:N.SEPfFATICN ® f/'�-�. © ®ry 5 ) (ONSHM 111 IN . (N�iiOaR) ` -- -- - --- -----� --- -— —-—- OUTCONCRETE —�— 0- Q # 1 3 �,vAftES //^• ec OUT _ 6 1/2 SLACX OUT - ( , HVE HVF** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\CC\\111111111:I1q/J77j ®2015 USIMN IL:TAL$lR'1'l.Y,INC. ���`��L�A.Tt�l/T✓ice' BERTHA HYTMEAccordion Shutter Sy stem. EC® �■c. ! S A■ Kv 131E f1 W1 OR W/0 KY.IMMM MXX American Shutter Systems MY.NJ O3CMDOK OAT6 DRW4 r,,, "-L 7f _ TILUT TESTING k ENGINEERING COMPANY o'• STATE OF :;�= ex K"'�TM s-�-M.moi"cis"�°'w1 Association, Inc. , OLD t 1-t 92 4/13/15 CAME 4/13/15 4268 Westroods Drive z DRAWING No ' O• '`LOAI©Q ���'�� °'""'�°t1i'cc6”'-�'" tYes: Palm e:ocn, Ft 33407 3 q � WALnp A TIUR Jr.P.E. 4 15-085 P.E.AA�COL/la{ t{iNdt E/QATE rtu5a Ul-1 44167 s 6 SHEET OF 20 POURED CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE CONCRETE BLOCK WALL OR WALL REQURNEO / BLOCK WALL REQUIRED BLOCK WALL.REOUMO REWIf2E0 �MnNG CLASS /' DOS G GLASS CONCRETE ANCRQ ..._t7a51WC G(ASS i' - / — ..( Z•NIN EXGnNG CLASS O 16'O.C. _ AS iC!t SFPARATioN J— F— • 2•Wil T4 MASS SET WL SUWUT04 CHMUEEE ON!r 1A'L SEPIaA71CN I I ITTI SEPMAI@J EO EQ TO UAW(SEE ®Np S E OTo UAMN SHEET i SEE IE LILE (STS 9DIEVAE ON 94M 1/16%3-um ON 9¢7 19 FOR r SOmL0.E ON GLEET 11 TDR W SONO (bDa3-TE)CONE. RADEs 1,® lON 9r tO FOR SLADE�� I/1• 1U1��,9 ONO (LOCATE GL/CFS Q k FOR ALUM.CEASER 1 GLIDES(D& GLJL1E5 m k SIDE Q91 PLATE((LOCATE /2 O) AT flfF,*.3N SIDE NII'N r i --- I -'-- ,,,- _ moo) I 11 i USE 1 OR 2 WVL j1gz1/z's.us,._ {10x1/2•SAAB. I NG AFPUCJIMOM P ANG t/a•.o•-z' -- n fO'O.C. ---�� a 16.O.C. _--•__ 4 ` (6063ALLUNT6 ALLOY)AT NIDNEICNE� / (1)J10.1/2's.us.Topp k 4 ` (2)1/4'0 TAPCONS ANCHORS f0 SEE DETAIL X FOU WALL.AT1.O.C.(LOCATE AT O SIDE CONNECTION OR EITHER SIDEE OF®) I OR 1 OR SEE CO E EOR 1 OR ®' TO TRACKS A�,� SEE ECON E a -0 ��SIDE TAIL X TJOR ®-V"0-8 •®- 4 6•,-a f0 SNE CTO TRACKS ®-®•�©•®- -6 ,=e-�Q•d�- Ta TRACKS -6. -e o.®" o ®-®•��•�- To TRAass 1 10.0 G1.0-®.©- L©.,p.©-©.p.®- ©0.0-®.1p-®- ®•�-®•o�o•a- 0-0 ®•®-©•o-0•®- - END CONNECTION DETAIL 1� END CONNECTION DETAIL 02 0 3 END CONNECTION DETAIL 14 RODUIRED DM_Y FOR SPANS GREATER MN 12•-O• POURED CONCRETE OR ———--— r[X51UiC IXA55 REQUIRED BLOCK WAIL NO 4 4 L REGUxSp ------ . IOL 96ARATION 111 FOUR GLAD[01+8 Co: T/2'AON.ON DIM TO AE Oi �l a^� _-_-- ___ �;-/OR®LMi�OR 5111 FOR1E CN 9 f _ Q794:ET 19 FTR PN12' O I7 SH ET 9®Rd1 / _____ ___ ©GR �OR� CONCRETE ,2"O.C. / ---- '- rJ LIA'7 ID&Q) ANCHOR E CEO O __ __ pq� / DOW .c. 1/2 � ILII 4 I ! f ! EO H R�OR 2"IiiN. 2•LAN, j O SEE UQ.TA710N6 OF USE FOR VIEW Y / 5 aIACE©O N SHEET I9 @ OR@DR I9 OR DOR@ / 1 OR ®' PLAN ' �T Il X . L PQ7RE0 c BLOCK aN °R -m-©•o-p-®.®- 1 �'©OA��'®•C4� ®- ION CONCRETE BLACK V:ILL �•®-©'11.�-�'®- REQUIRED �.61-©•®'©'0' ©•O•-©-®•C)-®- 1 HV BLADE 0 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q END CONNECTTON DETAIL 6 Q -®®-® -�'® FlOEM BUILDCODE(Non Nigh Velocity Hurricane Zona 2015 EASTERN uETAL SUPPLY,INC. -, BERTHA HVTAI \GENs '•.9 �. S A Accordion Shutter System f L E C O INc. ■ ■ ■ ■ Liv.aaDE -I W CR w/o Kv vawov aacE American Shutter SystemsoscaPOR DArc aRlry a u� TILtIT TESTING k ENGINEERING COMPANY�'. STATEOF Association, Inc. T OLD 11-192 4/13115 0.47E 4/13/15•d;a e333 nr.sen.3L.s+..xs,vteGau eu�urKS Rsm a, -� �- Pnme:(305)971-1553.Poe:(305)871-7531 4268 Westroods Driva 2 DRAkNG No ' �' _ Nest Palm Beach, FL 33407 3 _ 1 -085 NAL WALTER e WALTEscn LTaff&.i P.E S tLIJ"JASi11A'fURE%BATE 6 SHEET OF 20 SCHEDULE Nt SCHEDUL£ 2 SCHEDULES MAXIMUM SHUTTER SPAN* 'L+•OR 'L-' MAXIMUM SHUFTER SPAN* 'L+' WXIMUM SHUTTER SPAN*'L+' - NOTES: (1t.). FOR INSTALLATIONS W/EnAIA $I�l, OR -L-- (R.) FOR R 'L-' ([L) INSTAL[hT10.N �'Dm� 5 i1AVDk � _ & or())1 or(9 INSTALLATIONS W/ P�51NG CONCRETE& WOOD (1)L+:M MIYUM ALLOWt9[E SPAN FOR A GIVEN W/ ONE H.V.LOCK ®or©or or ONE HV LOCKS MANSORY POSITIVE A.S.D.DESIGN PRESSURE RATING. HO LOCK W/NO LOCKING R005�Or ONE HV LOCK or Or OR W/ NO LOCKING WALL A, B. C. D.E. M, H.O. P. 0, h5O p,`a1CpRE S<raE RA NC��"�NEGATIVE CENTERMATES®&@ W/ONE HV 'T' W/ NO LOCKI G RODS® ODS MOUNTING F, K&L R. S. &V. LOCK®%Y/nYO LOCKING RODS®TOP & (SEE NOTES t,It) (VAUD FOR MOUNTNO6 (2)PROCEDURE TO OETTRM;NE MAXIMUM SPAN FOR BOTTOM SEE NOTES t.it SHELT 7) FLOOR/CEILING G. H. 1, It,J T, U•W &X WALL MWNTINCS(TOP/DM-)OR FLOOR/CEIUNGI CONCRETE&WOOD DLSTAilADONS 0 CONCRETE&'hOOD CONCRZTE MOUNTING & M wsm PEsn+ n �n� p STALIAlpr,5 MEN A POSITIVEAS,D.DESIGN PRESSURE RATING. PFMSSL a WALL MOUNiLNG iLO0R/COUNG WALL M"JNYM mxyxx 1 DETERMINE MAX=U SPAN '1+•FROM SCHEDULE MOUNTING wim R T �cE o Mmmm' GIVEN A NEGATNE A.S.D.DESIGN PRESSUTC RATING. L+w41 C g T FLo00/CMDR;IIW0011N0 C+ _2 FLoa ALL Igtc4DNa DETERMINE M4XDIUU SPAN'L- FROM SCHEDULE. L4 N L-WPJ L.pi t-(C l, W t-(U L 4 [2l l-{Aj b AtAX:MUM SiIUTTER SPAN 1+-OR-L-'FOR 30 OR f6'-0' 1C-0" 16'-0' 16'-0' 30 16'-OA 16'-0' 30 10'-O' 15'-0' INSTALLATIONS INTO WOOD SHALL BE LAATED TO FINAL UMMUM ALLOWAL£E SPAN IS EQUAL TO THE 35 14'-t0' iC-10' 15'-2' 16'-0' 35 35 15-2' 16'-10' 1D5 psf.AS.D.OESIaH PRESSURE RATING. L,OMiM M DETERMINED SPAN BETWEEN Z+'AND 1 40.-__13'-m' 13'-10' IC-2' 15'-2' 40 73'-10• 13,-ID, 40 14'-2• t5'-2' (3)PROCEDURE TO GEMRMWE MAXIMUM SPAN FOR 45 t3'-1• 13'-t' 13•-4• 14'-3' 45 13'-1• 13'-1' 45 13'-4' 14'-3- t HV CORNER CENTF~TE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNnNGS 50 12'-5' 1T-5' 12'-S' 13'-7' S0 12'-5' 12'-51 50 12'-_3'__ _13'-1' MWNIINC INSTALLATIONS.LOCKING SPEWFlCATION5 W/FLOCK/COUNC MOUNTINGS: T.mm 55 _ _ .-I' 12'-11' 55 t1'-10' 11'-1D' 55 -11'-1' Lt'-t t' SHALL BE AS INDICATED ON WHINTORt CONDITION t'2 FOR A CAN POSITIVE AS.D.DESIGN PRESSURE 71'—C 11'-4' n'—Y 12'— 60 11'-4' il'-4• 60 10•-2' 10'-11• MUTE�5,SHEET 5. RARNG: 65t0"-70' 1Q'-10' 1T-1' 11•-1P 65 1D'-10- t0'-10' 65 s'-5' ta'-1• DETERMINE: Lt+-MAX.SPAN FOR WALL.MC 70 70'-6- tV-6• 10'-9' It'-57 70 10•-6' 10•-6- 70 W-9' 9-4' U.N0 INSTALLATIONS. La+-WX,SPAN FOR F'-OOR/CEEILING MQUNTC:G 75 t0'-I' ta'-1' 10'-4' 11'-1' 75 10'-1• 10•-1' 75 - W-9- 'tt DCEPT THAT UAW"99JLTER SPAN T.+•OR I161ALATIONS. 80 9'-1D' e'-10' 10'-0• t0'-9' BO 9'-10' V-10• 'L-'AND WX'MW ASD.DMNG PRESSJlff PAT1r4C FOR FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-5• 9'-61 9'-9- 10'-5' 85 W-6' 9'-6' INSTALLATIONS DRO CONCRETE OR CONCRETE CLOCK RATING: 90 9'-31 V-3' g'-5• 10'-1' 90 9'-3' _9'-3'! SHALL.BE UMUID AS FOLLO` DE7ERUINE: 95 9'-V 8'-9• 9'-Y s'-10' 95 9'-0' B'-o' 1- CONNECTIONS TO KEYSTONE PAOU14TING L1 MAX, SPAN FOR WALL MOUNTING INSTALIATIONS. e'-9• 6•-4' 9'-0' 9'-7" T00 8'-9• B'-4- UMITED TO 64,-72 P.2 L AND 8'-0'SPAN. SEE L2 MAX. SPAN FOR MOR/COLING MOUNTING 100 _ _ NOUNTING MOON SFtEEF 7. INSTALLATIONS. 105 81-7' 7-1I' _it-_9' W-4' 105 W-7' 110 8---4...__.71-71� 8'-7' 9•-2- 110 W-4' 7'-1' FINAL WXIMUU ALLOWAME SPAR IS EQUAL TO 1HE 115 8'-2' 7-3'' B'-4' B'-42' _ S15 _ g•-_z= 7-3• SEPARATION TO GLASS SCHEDULE "'muumSE'WEE",.1+-.•T2F:•L,=,ND 120 8'-D' W-11• W-2• 6•-9- 120 g'-_0' 6•-tt' 125_..... V-10' W-81 a'-0- d'-5' 125 T-10' 6'-8' (4)CO 70 ANCHOR A D NECATI WITH FINAL MAXIMUM ALLOWAOIL SPAN AND NECAIn`A.S.D.0MGN 130 7'-e' 6'-s" 7'-10' 8'-1• 130 7'-II' 6-!; MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR —._ 8'-1' 130 WIND ZONE SPAsu4c 135 7:-7' 6'-2' T-9' T-9' 135 7'-7- V-2• SEPARATION 140 7_-..-5'--1i= 7'-7' T-s' 140 7,-5, s-1r ASTM E-1996 _ 145 7'-3' 5-9' 7'-5' _7'-J' 145 7'-3' S'-9' TO GLASS 150 7'-2' 5'-7" Y-4- 7'-2' S'-7• 155 T-0' -5' 3'-2• 6'-9• 155 Y-O• S'-5' i TFIRU 3 160 6'-tf' S•-2* 165 W-10' 5'-1- Y-0' W-4' 165 W-10• S'-1' 170 0'-9' 4'-11' 6'-21• 6'-2" 170 6'-9- .,-11' 175 6•-7• 4'-9' 6=a �W-0' 175ISO 6--6' 4'-d- 6'-5• 5'-10' 180 6'-6' H BLADE 1 BS 6'-5' 4•-6' 6'-7• 5'-II' 18S _ 6'-5" 4'-G' 190 _V-_4' 4'-5'_ __6'-6' S'-6' 190 6'-4' 4'-S' 195 6'-3' ---4'-3• 6'-S 5'-5' 195 6'-3' _4'-3' W-4• 5'-S' 200 6'-2• 4'-2' 205 1 6'-1' 1 4'-1' 1b'-3' S'-i' 205 s•-r 4•-1• FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone Q 2015 EASTERN METAL.SUPPLY,INC. to ft BERTHA HV, 16. E C O �n., Q■S■S■A■ Accordion Shutter System RV.a"#1 W/OR W/0 FLK WNDOW BALE ( American Shutter Systems UV.N, Df3CRPWR UTE ORo+L D 1eGY. G. _ TIWT TESTING & ENGINEERING COMPANY Association, Inc, t COLO 1T-192 4/13/15 O+TF: 4/23/15 3w,st s,.303.vArsaN cA pe rtwru 3yt --gip— PNon,:(.515)VI-1530.Fc :(3Wwi-1531 4268 Westroods Drive 2 DRAWING NO �k.a West Palm Beech. FL 33407 s t ,� •. `CORIDP.•��.c IA4-,rR A,fiW'J9-.P.0 4 15-085 E;cs`�?E-F7h((E7� [/DATE ratan L !a4167 a SHEET OF 20 MQQMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (TEE mmitONOs r,4 a H ON smm 6 a 71 1,ANCHORS TO SUBSTRATE 91ALL BE AS FOLLOWS: Fou"M Cgatar/02 ptaE am POURED OCHC EIE (A) TO DIMING POURED CONCRETE:(wn.rc-1 Tal QE WALL SILL MOUNTING ©CEILING MOUNTING 0 FLOOR MOUNTING -1/4'4 TAKON OR TAPCDH VITH ABYAfNCED T14eF,tDFORM TECHNOLOGY ANCHORS,AS MA NUFACTURM BY I.T.W.OTMM(Icn.ff: -3 Hyl SPAY ANCHORS SPACING IFC;£T(O -1/4'11 z 3/4'ALL POINTS SOLA-SET ANCHORS,AS DISIFOBAM BY All POINTS SOMIX BUT&SPMM.TY COMPANY.(161.Ye®3 Im) (1t) amm PUME EfE591i xcee FFEMM Rues BLya f6Y/iM 1'P:54Pi AOtO -1/4'0 BLUE TAP CONCRETE ANCHORS S W/CAP AS MANUFACTURED BY FL OFDnA FASTENERS CRECr.RNC.(t-re m 2 tai) 30 Nw 75 90 120 160 205 30 40 60 75 60 12D TSO 205 30 40 60 73 90 170 260 205 TlPCCN OR -i/4'A TAPPER+AHNLCNOIS AS W1i.IEACNRED fit POkrfEi fASIIItQS.,NC..NLD OIETwACD OY ALL POGt115 SCREW.BOLI&SP.%KW u 12 e 0 a 14 12 D a e a is 1 to 9 B b s e TAPCOH RM �� fAUPAPY OR AHY OTIlOt APPROVED MIENSFD OR AUTHORIZED VENDOR REGMERID MRH THE AMMCAN SHLIFFER SYSTEMS ASSOCIATION,INC 3•-0' i, 12 1 0 D e 8 6 0 14 12110 9 a B 6 8 14 li 10 9 0 8 6 0 7 ALLiq[POINT T DLII)LOGY 3 L„l OR LESS Ill LX TAP W/CAPLT /4 t$ f0 n e 8 0 6 11 1I 10 D 0 0 6 0 14 12 10 9 D e e 5 N01[S: 14 12 10 8 0 0 6 7 14 12 to 9 8 0 6 0 14 12 10 9 e 8 6 6 BLUE TAP W/CEP u 12 1D 9 e J 53 3S 14 12 10 9 6 0 6 8 14 12 ID 9 0 8 6 ! TAPPER+ 117)1DNDtlIl1 FIS 1 3/4.INTO RBL TAPWCONCRETE A TANCHO 1 1 11 WITH ADVANCED iFOiE/:)ftAbl TEOILNOCOGY ANCHORS;MA TAPPER4 14 12 10 9 8 8 6 0 14 12 10 9 8 0 6 a 14 12 f0 9 0 8 6 S5 �IS 1 3/1.AND FOR BELIE TM W/CAP ANCHORS 6 f 1/Y. 4'-0' 74 12 10 9 8 0 e 4 14 12 10 9 B 8 6 43 14 12 10 9 0 e 4 33 112)LTAIOPJL EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS 5-!D-SET ANCHORS SHALL BE 7/e'INTO THE POURED CO CRM NO OM DHIM 14 12 SD D 0 8 B 4.5 t4 73 10 D 8 6 6 SS 14 12 ID D 8 8 0 45 INTO STUCCO SHALL BE PUMITED.1/4'0-20 SNS MlCH.NE SCRLW NEED SHALL BE 1 1/2'LCHC MNVUU SHOULID Snxx*1905F,AND 14 12 10 8_73 S3_33 - 14 32 10 9 1 B 0 6 5 14 12 10 9 8 J 53 4 •3¢SB,TAT1d6 K it¢1ri1 /•.ML>.L/UU FOR WALL,U7R1 NO$N(.LU. 5.-0. /4 12 10 9 0 0 6' 6 14 12 10 9 B 8 6 33 /4 12 10 9 6 ! 6 V !,/.JE bt 943T 19 14 12 10 9 8 ] , - N 12 f0 9 8 63 5 33 14 12 10 8 63 5 35 3 113)9N CASE THAT PRECAST STORE.PREM'Sr CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE DOSTING W,t1 OR FLOOR. 14 12 10 9 0 73 43 - H 12 10 9 D B B 43-1-4 22 10 9 8 6 43 15 ANCHORS SHALL BE LONG E40UCFI TO fSXA7 TFL.LIMN STRUCTURE BEEGIID SCD WAIL Fl!✓>SfiES./NC+ORAaE SHALL BE AS IA'ONCATFD ON 14 12 99 ]3 03 45 - - 14 12 10 v 6 ]s 55 4 14 12 10 D 0 0 u 33 t:OiES At)&112)ABOAE EOR R45TA11A1&4S OL iTTM SOMNG OR EIFS MTH fiR YBnN3Uf METAL SNOS CONSULT R95 ENCNN;FR.FOR _ .........__ O.STALLA110N KM 13FS WITH 11ET'AL STUDS SES SHLET 2O, 6•_0 !4 I2 10 9 0 8 B - I. 12 10 9 8 0 6 3 f♦ t2 f0 9 0 65 '! 33 14 12 10 9 73 55 3 - 14 12 to is i io 4 S 14 12 6 165 53 1 4 3 B TO DUSTING CONCRETE CLOCK:(ASIA G-UD) I4 12 10 9 0 6 - - 14 12 10 9 6 65 5 75 14 12 t0 85 0 5 4 - () N i2 B 0.5 53 J - - /4 12 10 D 8 63 43 33 74 12 10 0 ] 15 35 3 1/4.1 TAPCON OR TA+CON WITH XNANCEID THREADFORIA TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.Y.OURDDL 14 12 10 9 0 0 - - 14 12 10 0 0 7 ! 4 14 12 10 D 73 53 4 3 -1/4.6 x.3/4'ALL POINTS SOLID-SE:ANCHORS.AS DwRRSUIFD BY ALL mans scREw.BOLT&SPECIALTY COMPANY. 7_0. 14 12 10 0 03 4 - - 14 ti 0 7S 6 f.5 33 - I4 i0.3 7 u 45 33 - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS WANUFA.CNRED BY FLORIDA FASTEDOM DW-Cr.WC 14 12 10 e3 7 4 - - 14 12 110 9 JS 53 4 - 14 12 D 7 7.S 43 = -1/4'43 TAPPER!AMcHORS As ANANUFAC/URED BY POWERS EAITEDNERS,INC..AND DWR UFM BY ALL PONN,T.SCREW.BOLT a SPECW.TY i, it 55 43 - - 14 f2 D TS 53 4 - - t2 9 7 . 43 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUIIHOR2CD VENDOR RECISTERM WITH THE AUE VCA N StARTR SYSTEMS ASSOCIATION,ING ,4 12 74 1 f0 9 e 6 4 - I4 12 10 8 65 5 5.! - NOTES: 14 13 OS 7 33 3 - - I4 12 61 55 4 3 - ]3 tL4 0 ! 4 3 - - B.1)MiPAUM DitemUQNr Olio CONCRETE BLOCK OF TAPew.BLUE TAP W/CAP ANCHORS AND TAMEt+AncHo S IS 1 Ile AAT) TAPCON 14 12 93 73 0 - - - 14 12 93 e Ks ! -I- l4 12 6 6 63 4 - - WITH AVV44M THREADFORM 7ECHHNOLDCY ANCHORS IS 1 13 93 65 5 33 - - 14 12 1101 5 63 6 -I- 14 112 8 63 5 4 9•-0. 1412 to 9 0 - - - 14 12 10 0 73 43 - - 14 12 BS 7 3.5 4 - - 8.2)MIN3UM ElJ<IDALL MENT OF 1/4-•Y 3/4"APOINTS SOPJO-SET ANCHORS SMALL BE ENTIRELY DIS DOFD INTO THE CONCEETE BLOOL NO __. /411.5 73 O 4 - - - 11 11 7 Sb 3 31 - - 11 8 55 43 SS. - - - EYBEDYF34r LVID STUCCO$1411 BE PEORiiED.1/4'9-20 SS.M4CISNE SKEET 11571$TALL 1 1/Y lDKO MIN51W SFiL1LILIT STiA'X21 .....,...M^. ._. _ ... 43- _ CaSr.AND 1'HOMMUU FOR WALLS WITH NO STUCCO. 14 12 6 83 433 - - 14 12 G5 7 SS 4 - 14 05 i 55 8 13 0.S 55 4 - 14 1219 1 7 0 U - - 14 11 7 5.5 13 13 14 11 lD 9 JS - __ - 14 12 10 0'63 3 - - f4 11 e 6 3 4 - - B.3)W CASE THAT PRECAST STONE,PRECAST CChVMn PANELS.PAVERS OR ANY VLY[ER BE FOUND ON THE FJOSTNRG WALL OR F1DOR. 14 'D5 7 5 33 - - 13 93 05 3 4 3 - 10 73 ! 4 3 -040M STAN.BE LONG EAOW77 TO REACH THE WW STROC(URE BEHIND SAID WALL ShSHES.ANC{DR�SHALL.BE AS INGCA�ON 14 11 73 53 - - /4 1I3 9. 6 5 4 - 2.5 931 It 5 4 4 NATES&2)a O.2)AEOVE FOR RNS7AUATIONS CH VINYL S9N.VC OR EUS WITH OR WRIiOUi METAL STTSS CONNLT THUS ENCUitut, 145 8 5 - 14 12 8 63 15 4 - 13 10 0.5 5 , 3 ITJR I STMLATtON LIM ETES WIN METAL SMLS SEE SHEET ZO. l4 12 10 - - - - - 14 12 9 7 6 43 - - N 1103 7 L 43 33 11'-0" ?S 03 5 - - 12 9 0 45 4 T J - - 2 7 45 YS 3 - (C) AN-'MS STUL BE NSTALm FOLLOWING ALL OF THE RECOUVENDATONS AND SPEC91CA1TJH5 OF THE ANcwRS MANIGACRIRFA. f4 f0 7 - - - - - 14 10.5 T 33 43 - - - 13 05 53 43 '/� 93 14 13 75 6 ! - - f2 B 6 45 7 - _ (0) SEE SCHEDULE BELOW FOR EDGE DSTANCE(FA.)VERSUS SPACING RElAT1DiN%fP FOR ANCHORS, 12•-0.a 12 io - - - - - 14 12 0 63 1-1 - - - 13 10 165 5 4 - - Er1Y' DISTANCE RSfI$SPACING SCHEDULE FOR ANCHORS, !1.3 BS 4.5 - - - - - 11 a 53 4 33 - - 6 0 1 4 3 - - - - KAIUMUY ANCfOR SPACRIM AM VALID FOR LASE DISTANCES INDIUATEO BELOW.FOR E 0.LESS TWIN Tit C4DK4TFD,REDUCE AN01Wt SPACONG 35 93 6 - 13 95 f3 5 4 - C3 8 6 4 BY 4ULTIPLYWC SPACING 6F1O47H ON SpfmUtE 01'THE FOlL.ONSNG FADiORS _ _ _ _ - 14 14,1!3 43 - - It 63 !3 43 3,3 - _ _ REDUCED SPACLG OBIMNED USING FA-^UDR DVIL YLOT 11E LESS` I IM WtILUN 5PAC0G NOKAP.O FOR EACH kiCt"TYPE 23'-0- a sz _ _ - - - _ 14 3 e 5 - - - I2 9 6 43 4 - _ - FACTOR OS 8 - - - - - 10 4 S - - - 73 53 4 3 - - - ACTUAL 23 53 - - - - - - 12 i5 4 - - 9S 7 EDGE - TAPCON TAP( WfiTi ADVANCED ALL POINT 50110 SEF DAVE TAP W/OAP TAPPER+ 13 5 5 - - - - 0.!]3 ! D CiCTAFiCESFiREADiDRM� ' MN.�ACDJG1l 12 - _ _ _ _ _ 74 b3 - -_,� - ft 85 35 451- - E0. .SPACING.+3• M01 SPACING-3' ALN.SPACINGG-3 1/Y WL SPACING=3' 3 3/4'10r5 - - - - - 9 3 .5= - - - 7 ! 33 i i` - - - 1 V B D W coH7EfE a T4PL7 mOE7t @a£T LEmc PGORLD oONatETe a 1'OUNED CONCNLTe a P076D 03430Eaa1TEaDC, 1.5 0 - - - - - 11 cb - -1- - 9 65 43 - - - - - OW ETE KOCK WLE11.31/lLOLEA•2 1r CONCREE BL= CONCRETE BLOCK LeL rA-3 1 EC-2 fIr7.5 - - - _ _ _ - 12 - - - - - 9.5 Y 43 - - - - - FJL•.r xM.Fd•JIOLEd•J' n24 Ss - - - - - 95 e 5 - - = - = BLADE WORKING 3 1.B oso 1.0 0.7e_..___,.__ l,o oa4 1.D 15� " - - _ _ _ gy1 6 3 _ _ _ _ _ 2 1/2" - OBI 1.0 .-_._ - - 0.67 1.0 10 - - 05 - 6 4 - IN UNISONs 2" 0.71 0.5115 - - - - - 9 65 43 - - - - - - - _ - 14 _ _ - - _ _ _ 23 - - - - - to 75 5 _ _ _ - tJ4' - 091 - _ _ 0.4J- a _ _ _ t T 2' 0.35 - ! -- - - RORIDA BUILDING CODE{Non High Velocity Hurricane Zone ............ 71L(/T✓i' 2015 EASTEfJi HEAL SUPPLY,INC. BENS • BERTHA HV7w F � S A Accordion Shutter System 1 L E ® (Ii C. ■ ® . . FIV.BLADE¢,W/CR W/O KV.VANDOW 11ADE American Shutter Systems •CCS TIWT TESTING dL ENGINEERING COMPANY Lv. t4xruProx OAT IDNYWN a: NL ,I"jAtE OF 1<, 6u5 N,9.36LA.tis.Jm,11n;x,A OA4Di"5,TLDRi1A 331 Association, Inc. I OLD L1-19; 4/Na/N51 GAT& 4/13/15 •�- Pb-,:(sas)an-:s3a.r94:(305)871-1531 4268 Westroads Drive 2 • D D rm9 xco0cd.c«n DRAWING No F \`�``. W-0006/19 West Palm Beach, FL 33407 3 ' �AAAW SdI 1�1 X15` worn A.1RL11 Jr.P.E. 1 1 5--085 AAA! HDI HEAL 1 FLORIDA Lie./.1'" 5 SHEET P.E. 98AL-7V NATURE/DATE a 13 OF 20 C CI F qO 2LO N \ O � �C/I �a z � r••t :a s FEn cc s W'Lo3S CNmOar.' 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