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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of) � P Fkxida Depirl p.ntE i SCIS Home j Lop In j User Registration j Hot Topics } Submit Surcharge Stats&Facts ' Publications FSC Stall DCIS Site Map i links Search Busines O� Professi nal ` E°aue1CUw °"a' U Regulation P,adurr Acmrnval s`—j>ProAu<r or TanikAlion 5,+>rch>AnPlir711an List>Appiicatlan Octal[ ra.<: xt ifi� FL M ar M-13 Application Type Revision Code Version 914 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 bfeeley@easternmetaLcom Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category hutters Subcategory Accordfo Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Y Evaluation Report-Hardcopy Received Florida Engineer c r Architect Name who developed the Walter A..Tlllit,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.Knezevich,PE J- validation Checklist-Hardcopy Received Certificate of Independence F(`LPcl p9 Com! HV ACCORQIbN Cl r4r7NllVW? Referenced Standard and Year(of Standard) Standard year ASTM E-1886 4005 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.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYt H2v.fvx5... 7/16/2015 •)',fiq spLY 071(® . VAtlES 1..�B1' • q �41 Q7 asst a.99a• N .37 D 3O. 118 H.V UNIVERSAL FLOATER o• 5 90' 1Y STARTER COVERED UNDER US PATENT 8 5458179 QUALIFIED FOR USE W/ HV BLADE 10 aHV DIRECT MOUNT HV BLADE 1 gHV WINDOW BLADE■ 6005-75 ALLOY AND TEMPER OUAUFIED FOR U�E W HV 6063-76 ANDY AND(CMPER 'SEE LIMITATIONS OF USE OF BLADE @�ry ON SHEET 19 BLADE C7) .37 VD' 1 6063-TO ALLOY At76 TEMPER 115'1 6063-T6 ALLOY AND TEMPER ? (Ta 2.6731' 994'' 670' 7:726• n - 72 I 842 �•� I • 4 r • - �/�• •I .615' A42' 1.436' 3 V U ��, 1.375- BLADE 7 375- Q9 HV WALK—OVER TRACK 6 DJ. d QUALIFIED FOR USE W/ HV FtY TRE C TH RACK ".. ILADEf 606J-T6 ALLOY AND TEMPER BLADE�i] OUALIRED FOR USE W/HV W/w Goss-T6 ALLOY 0 TEMPER BLADE CI ONLY.SLADE� 6063-T6 ALLOY AND TEMPER63-T6 A[LOY AND TE4PCR vN3�S 19"6VNaES 1.9J6' TEMPER • 7.917' as.( r08]' 119J' .063' Q93 _ 09J' n W. 670 670 1.b96' C 214 670 �- 1 HV HEADERISILL 1 HV CEILING HEAp�� 13 HD CEILING HEADER/SILL ALIFiES�'tTir'OSE'V:J-R-Y BLAOE(IOYLY, Qual EO FOR USE O/HV B1 ADE T&NLY � �•,' 6063-T6 ALLOY AND 7EMPER QUALIFIED FOR USE W/ HV GLAD_ 1O 14 HD WALE. HEADER/SILL SEE SECTIONS FOR VFLIDI SEE SECTIONS FOR VAUDSK. QUALIFIED FOR USE W/ RV 6063-T6 ALLOY A40 TEMPER 6063-T6 ALLOY AND TEMPER BLAf1E O& ONLY. 6063-T6 ALLOY ANU ICMPCR COMPONENT A I B 1 11 T2 X Y 7 XMN YMXt 27 I z' !0.125- 2- o:; s 1@ 2' 5-MAX 10.192' 0.192' �•„_x I 2�0 CORNER POSTS OUALIFIED FOR USE W/HV G 19 2.5' 7'WY.,j o.19o' D.190” BCAUE� OU NV QUALIFIED l3lADEUSE A'/tIY 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. ,,[L�� 1 6063-Ts ALLOY AND TEMPER CT 2' S'MA%.I 0.1J9" 0.737' 6063-T6 ALLOY AND TEM^[R FLORIDA BUILDING CGDE(Non High Velocity Hurricane zone `\11Li1. 11IIv/! 6'J 2015 FASTURN CQ:TAL 5UMIf.IHC. .\1fCJ SF'�9' BERTHA VTM 1L E C O tern. ,� S S A Accordion Shutter KV.WIN System ■ ■ ■ ■ ILv BlAOE#t w/at w/D ILx varaax aADE it= American Shutter Systems TICCIT TESTIRG&ENGINEERING COMPANY Y oacolioN wa auax En: R` STATE OF s 6 Td NN.Jana s<.mss.vsfarw c+Pms.roan°Ni Association, Inc. 1 i �D 11-192 !/i3/l5 OATL -4/13/15 -+C4er� Pt, :(3Ds)671-1530.Fu.(J 'f1Tf-1511 4268 Westroads Drive 2 1 $O( 6At 0 \���` °�sala7ie'spT West Palm Beach. FL 33307 3 DRAWING No FS•....... 15-085 � MTM A Tu Jr.P.E. P.E S��7ft/CeJGL16k0RE/OATF na73x L c p 44167 s SHEET 6 2 0 20 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 Summary of Products FL# Model Number or Name Dosed tion 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Dnv 1S-086 bottom)for storm protection i Limits of Use Installation Instructions ! Approved for use In HVHZ:No FL38n ;If 111 S S r INC, Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc, i 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 til: AE,tj.- . 'f C'.. f_.-.F.,R Dat"JG ASD load and 13'-0"for 35 psf negative ASD load Ute 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 8'-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 'Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet 5 for others ns and ASD pressures. 9. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ)-Drw. 15.085 bottom Por storm pro[ecUon_-_� Limits of Use installation Instructions Approved for use in HVHZ:Not=L3Sq R13 1I A.S.S.A.LNC. DRAI(j_>5-085.ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. � Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports Other:Large.missile level'D'.Max.Span is 16'-0'for 30 p.s.f negative Ft384 R8 AE a.5.S.A..INC. P.F.K. oRLYG.15-065 HV,rxjf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone ! mountings 7'-0"for+75,-75 ps.r.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 drawings for other spans and pressures. j 389.3 11ertha HV Accordion Shutter-COM80- Extruded aluminum interlocking blades retained by tracks(top and (Non•HVHZ)•Drty 15.084 bottom)for storm protection Limits of Use installation Instructions Approved for use In HVHZ:No FL3A9'RE 11 A S.S.A.INC. QP%VG.15•084.ndf 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.W-0-span at 30 p.s.f ASO load for Blade 1 FL 389 Ra AC r 5 5 A I P.E.A. b'itlt t ng s riff and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party Yes respectively Contact Us::1940 North Monroe Street Tallahassee 11,12399 Phone:850.407.7824 The State of Florida Is an AA/EEO employer.Copyright 2007.2913 State of Florida.::Privity Statement::Accessibility Statement::8efund 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 man 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 TSS,F.S.must provide lire Department with an email address It they have one.The emails provided may be used for official communication with the licensee.However etnall addresses are public record.If you'do not wish to supply a personal address, please provide the Department with bri,emall address which can be made available to the public.To determine If you are a licensee under Chapter 455,F,5-,please Vick bf,1$,. Prnduet Approval Accepts: SCCttrll vm i'i it it http://www.floridabuilding.org/pr/pr ,app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.SERHM HV.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCE EVALUATION DOCLP*m(P.ED.)HAS BEEN VERIFIED FOR CONPUFNCE M ACCOROWCE WITH THE 2014(Sth EDITION)Or THE FLORIDA BUILDM CODE TEAS ACCORDION SHIMM SYSTEM SHALL NOT BE INSTALIEl)CIT D AT HIGH VTTY HURRICANE ZONES. DESIGN WHO LOADS SHAD.BE OEFE.Man AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE.FOR A BASIC MOND SPED REDUMED BY 41HE JU ISO1CDON WHERE SHUTTER W7iL TABLE OF CONTENTS BE WSTAUM WITH A OURECI ONALITY FACIDR Kd✓J.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE MAXUUM(ASD.)DESIGN PRESSURE RATD S OMMTED ON SHEETS 11 1HRU 16.19&2D. IN ORDER 70 VE36FY THE ABOVE CONDITION.ULTIMATE DESIGN MIND LOADS DETU MMED PER ASCE 7-10 SHALL BE FEST REDUCED TO A.S.D.DESIGN WDA LOADS AR A.1: W BLADES( QA BY MULTIPL MG THEM Bf 0.6 IN ORDTRTO COMPARE THESE W/MAX.(A.S.D)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 16&20. CE1tTUL NOTES SHEET 1 IN ORDER TO VOMFY THAT COMPONENTS AND ANCHORS ON THIS PFA.,AS TESTED.WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WAND LOADS WAS k=USED IN TIMOR SYSTEM COMPONENTS 1-20 SHEET 2 ANV.YSS.HOWEVER.A WIND DURATION FACTOR CD-1.60 WAS USED SDR VOOTCWON OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21,-37 SHEET 3 BERTHA H.V.ACCORDION SHUS TTER SMWS ADEOLVCY FOR MVR]ARI LANCE WSS1E IMPACT LOAD HAS BEEN VERIFIED,IN ACCORRViCE MTH SECTION 1609.1.2 OF DIE ABOVE MENTONEO CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSDeLY 36-44 SHEET 4 TYPICAL WINDOW BLADE&WWDOW DETAIL -HTV BADE 0 fD214.01-O.T,f0715.01-03,ft004.0t-05,#1214.01-05.40317.02-08.¢0609.01-t0 AND/0210.01-11 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AREA 2, HLA BLADE n un W WiNDOWADE AND E-1896 STANDARDS(WSSI.E W40.U WIND ZONES 1.2&3)&0122D.01-10 AS PER TAS 201.203&203 PROtt=LS LARGE MISSILE ,(WHERE APPLICABLE) -TN M2LDOW BLADE 8(0505.01-08 AS PER ASIM E-1886 AND E-1996(MISSILE LEAL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND f 0725.01-68 AS PER TAS 2C2 PROTOCOL TYPICAL SMI ER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION 0--TMS A-F,CONCRETE/BLOCK SHEET 6 2.HV MADE ID AND FW WINDOW MADE 0 ARE ENGINEERED TO WORK IN UNISON NIM EACH OTHER UNDER THE GENERAL L=ATIONS AND CONDITIONS aF USE INDICTED ON SHEET 19 ITALIATION DETAILS O-M.CONCRETE/BLOCK SHEET 7 J.BERTHA H.V.ACCORDION PINS(HV SCFM),USED AT BINES KNUCRE AND FOR DIRECT MOUNT CONNECTION TO IRACKS SHALL BE 41442.75'AND j14xl.75'RESPECINELY•410-HT MMWUU SERIES C�'�TE CET`LS IN SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 Tai YIELD SERENOM AND 160 Tot TENSILE STRERGTH.PNS SHALL DE COATED WITH DERMA HV OALROSHIELD COATING SYSTEM AS WNUFAMRM BY APPROVED CENTERMNTE ALTETINA7MC DETAILS HV SHEET 9 COXr M1 APPLICATORS.RD=TERED WITH AMERICAN SHUTTER SYSTEMS ASSOCLAMN.PINS MUST BEAR THE NY MARKING ON THEIR HEAD. 4.ALL ALLIUR UM EXTRUSIONS SIDLE BE AIUMINUTA ASSOCIATION ALLOY AND TEMPER AS D OiCATED ON SHEETS 2 AND 3.MNWM raD STRE CTIA FOR 6063-TIS ALLOY S 30.0 joi AA 35.7 lei FOR END CONN=T DEEMS 1-6,CONCP,ETE/BLDLIC SHEER 19 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AST SERIES OR CORROSION RESISTANT COOED CARBON STEEL AS PER DIN SCO76 MTM 50 jai WN.YIELD STRENGTH A'CI 80 Tai WIN.TENSILE STRENfiTH. ANCHOR SCHEDULE-CCHCRETE&BLOCK sIca 13 AND St6.L COMPLY W/FLORIDA BULOIG CODE SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOTS TO BE ASTM A-307 GALYAKIZEO STEV-OR AISI 3G4 OR 316 SERIES STAINLESS STEEL WITH 35 w L8N'MUM YIELD STRENML ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FCUCW G SHEETS FOR ANCHOR S'ECMCADOWR HV SLADE Q 12,13.14.15 AND 20 INSULIATION DETAILS M-R,WOOD SHEET 16 IN57ALIATION DEUAILS 5-X,AI'OOU W TRADE Q&Q WOF7CWG IN L^950NN:12, 13&15 SHEET 17 &TINS BERTHA TLV.A.000ROON SHATTER SYSITL BEARS A U.S.PATEN f6.779,SB2.COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART DY U.S.PATENT fS'458.179 ISSUED TO MM:RN END CONNECTION DETAILS 7-12&X;WOOD SHEET 1B METAL SUPPLY.INC. 9.K SHALL BE DQ RFSIONSIBR1EY OF THE CONTRACTOR TO VDIFY THE SOUNDNESS OF THE STRUCTURE W1+.FRE SHUTTER 15 TO BE ATTACHED 70 ENSURE PROPER ANCHOWCENT CONTRACTOR TO SEAL/CAULK AREA 3• W WINDOW BLADE }gyp ONLY ES ALL SHUTTER COMPONENT EDGWHICH REMAIN,IIMU FASTS M IN CONDSUIUS CONTACT WITH THE BUILDING TO PREVcNT WIND/RUN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 IM EACH UNIT MUST BEM PERWINENT LABEL.IN A VISIBLE PLACE WITH WAFMNG NOTE DURING PUZOD.S OF IHURRfCANE WARh%=HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL HV AND HO NSMEMIAIFS AND ENCAGE OR LOCK ALL HY AND IA LOCK& AREA 4. W WINDOW 13LADE(1�ONLY 11.SHUTTER MMUFACTURER•S LABEL SFW.1 BE LOCATED CN A READILY VISIBLE LOCAEON AT ACCORDION SHUDDER IN ACLDRD.ANM WAIN SECTION 17HO.B3 OF FLORIDA DUILONG CODE ONE 1ASEL SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SEHEEr 20 PLACED FCR EMERY OPE6NG.LAaMV.-TO COMPLY WITH SECTION 1710.&2 OF ME FLORIDA BUILDING CODE 12 OVUM H.Y.ACCORDION SHUTTER SYST S INSTALLATION SHALL COMPLY WIT1E SPECS ROGAIED M THUS DRAWING PUSS AKY BUILDING AND ZCNW REGULATIONS PROVIDED BY THE JURISDICTION 1AWME PERMIT IS AL'LM 70. 13.(0)THIS PFA.PREPARED BY DNS END NEER IS GENERIC A43 DOES NOT PROVIDE INFORMATION FOR A SHE S'M=PRO.IECF L.WHERE THE SUE CWDRIO S DEVIATE FROM THE PED. (6)CONTRACTOR TO EE RESPONSIBLE FOR THE SELECTION,PURCI SE AND ONSFALAPON MULW40 LIFE SAFETY OF Ota PRODUCT.BASED ON THIS P.ED.,PROYOED HE/SHE DOES NET DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS POCW?T.CONST UIDTION SAFETY AT SUE S THE CONTRACTOR'S RESPON93311tt. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE COH90ERF.0 ONALD IF ALTERED 13Y ANY ItEN.'S. (d)SITE SPECIFIC PROJECTS SKALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR MCIVIECT MOM MLL BECOME THE ENCNEFR OF RECORD(E.O.R.)FOR THE PROJECT AND WHO MALL I-- RESPONSIBLE ERESPONSIBLE FOR THE PROPER USE OF THE PLED.EHMNEER OF RECORD,AWING AS A DEIEGAIED ENGINEER TO THE P.E.D.ENGINEER SHALL SUET 70 TFTs UTTER THE SITE SPECIFIC DRAM,=FOR REYIEYW. (e]DF MA.P.E.D.SI BEAR 7HE DATE AND OTJWM SEAL ANO'GNAIURE OF THE PROFESSg1P1 ENGINE R OF RECORD THAT PREPARED IT. m FLORIDA BUILDING CODE(®an High Velocity Hurricane Zone �p``t�•(ti A.jAAA.y 0 2015 EASTO N META,SUPPLY.INC. - --�-�� BERTHA HVTm -NW0.�- 11 L[E C 1 N S ,� Accordion Shutter System w w w ■ KV.BLADE , w/OR w/o KV.1MN>av BADE Amer(Gan SfTuEler Systems oEscPTnav DANT DRAW 9r: WJ OS _71•a TtLLII'3E St. &ENGINEERING COMPANY AssociGtlon, Inc. 1 OLD 11-192 N 1 ' Ute;'. F QF, .•: 6155 NR.Y.'+.R.AF.375.vAGRA cNi7D.3,f1aADA 337 /3/15 RUL• 4/73/15 Prue:X3051671-Ps".Fa :(m5)s71-1531 4268 Wastroads Drive x �'4��A'rf'�O•......••G��1�`` eOoEd�F01" West Palm Beach, FI. 33407 3 DRAWING No NAL E� A� OUTER A nwr r.P.E. 4 t 5=085 P.E. STAIN �W VIURE /DATE iLORD1 Ix 4 44167 5 SHEET 6 1 OF 20 SEE END WALL CON ON EFTS 10 & 18 SEE NOfM ON LOCK ttG Roar®,Ir+tams®aQ oUT „� IN r -Ew�INGG�5 INSTALLATIONS W1 1 HV **ANaALTOMEiN1O«®aN S. BLADE SLACK DVAX f/ BLADE W HV CENTERMATES TW IS �o i °2�°�•Q°"® 1Q•po 0R S ND WALL CONNECTION 10•®�©+pg©-®a 0MNG cuss DETAILS ON SH O O ©aO O•®° • ---------------------- --- ----------------- 5 1 ®`® ® p z;z•.1fa•,D•-2 8 w wl 5 a 1/4• 7- G,/z• T• (6063-Ta x�KLa OPPOSING aecl�w/iz)f/r#TAPCD4 Ifz a®•® SYMMETRATEI unrofs CENTERMATES CENTERMAFES (Tov/e0,1ar1) /10x7/s'S.N3.0 12• c�, ---- eciN.sEvvAtoN iz)ha f/2'sus o,ate O.C.nU��, Y�f HV LOCK rL�or W/ HV LOCK or AT EAI7f ARI(TT1') (SEE SCHEDULE 1 * C* FIN �* 3 ON SHEET 11) 5 ' J 1 f + 1/2 N5 - — 1 1 -0 0 3 �n v0 pq��©.p7 ®°'lo•®� w L._ 2� HVB F0 Of ®' HVC 10+®ap•p��•©°� HVA ©°P®°4© Opp®�10+pa -POURED CONCRETE OR I D•®°n®'pm ti�' °" f Escsnr cuss REa m i CONCRETE ROCK w?it 1�. SYMMETRICA —— s •7 a b . �—_ ———_- - I—- 8 •(�w 9• 1 5 'GLASS CENTERM—� IN —� Oma© ��0 �� sERZ11. I� © ®"�•�J GLASS -O T /©'�•© ©•O O ® (SEE aSC1 RULE 5 1 Nal.SIPfJL1IICN, —w©•®——— * W HV B (INTERICR) V`�°�OO•©R�•O ON SFtEEE 11) TO GLASS \\ ®P® w®— (SEE SCHEDULE \ IN CPRONAL ON sNEEr 11) pNTr1aDR) __._-- _—_-- ------_—_-- �� ,.. OUT CONCRETE ---- ---- --- w�, C. r 16.O.C. * 5 VARIES O14-�a n� OUT - 6 1/2-MAX S4TGC OUT @j— _ tExTEwae) HVE CJ �LV� HVL-** HVD FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone LLLyUiUNi1NN/ 0 2015 EASTERN TETAL SUPPLY,INC. ►QiT , BERTHA NV,a, CEN A S Accordion Shutter System /Mr�k ■ ■ KV.RADE(/1 W/CIR W/O H.V.WINDOW RADE Amertcon Shutter Systems osscavnov DATE OR•W T u *: X TILLIT TESTING k ENGINEERING COMPANY Q: STATE OF '4= °''K°•=6i�R-�'-'m ^ " ''•A` ° �Assfafian, Ina. T OtD T i-,sz 4J11/15.aa�• q/13f 15 % ij 1 � (x5)871-1530.r (.'105)871-1531 42(18 Wastroccls Drive z O'. FL {OP `E'` West Palm Beach, FL 33407 s DRAWING No ,r ., ED-MO719 15--085 P.E.� !)Ll11i1iNhillll�E/DATE G SHEET 8 OF 20 RED CONCRETE OR Iv- POURED CONCRM POURED CONCRETE RED CONCFLTE CONNCRETE BLOCK WALL OR CONCRETE OR CONCRETE C WALL REOU=REDr. 1 BLOCOxQ1 ti REOU'.TtED REQUIRED CLOCK WALL REQUIRED . �DRM47TGG CUSS EXISTING CLASS CONCRETE IS*O,ANCHOR F7)-F LASS M2LNSCAlgkNOFj S —fl— _r .� _ N F-S GLASS O 16'O.C. 2•MAL TO CASK(SEE EO EA m$0VRASS(w4 SEE OO"FUR 0 r 7O MASS( maSERA(�901OXIE aT—1 1/16-0-A1AX. OP7 3TET 19 I"C2 i SCHF ON T FOR SLAM© SaVEDUZ CN scLT 11 FOR RADE(DAN) (6061 T6)CONI: 1TLAats(Da ON S62T 10 FCA 1/2• 11TIM �Ff 9 FOR ON SEW 10 FOR ALU...OLOSEtt (LOCATE AT (� I BllL65®a ER}F_R sX t T OA=Q51 E�11TTdYi SDE 1/2 + 1 r a>aEs I dA Ore) OF(D) iJ2•WN. I �•VSE i"OR 2'LDDC. I /i0x1/2• I -__ (AS APFUCA8lE) �10si/2'S.O.Sy, 9 i6.O.C. ALUVWUV CUP ANGLE �_ (6063-T6 AL1 AT..IONEV 4 (1)1ja0.li s,TOO&ANCHORS To WAIL AT I'O.C.(LOCATE AT g SEE C CON x OR �• MHM SroE Oro) I 1 OR SIDE CONNECTION 1 OR �CONNWAIL ECTION i OR� To TR+„tcs sLT oETn2 x rDRJ 46 To TPACKs � 9-6 0.�� Ito «®,�„©,�« SUE CONN NN J) ®«© ®.0. .0.x« 0.0.0-0 0-0- u�®«® ®^ « .®«�.®«O•®« � -(3"D p 3 EKD CONNECTION DETAIL 4 END CONNECTION DETAIL Q4 END CONNECTION DETAIL 20 ;ROQUIRTD ON;Y FOR SP1WS GREATER THAN 1 POURED CONCRETE OR DMIING GLASS CONCRETE CLOCK WALL GLASS G 4 4 REGV6$D ft 1/2 stA a a ---------- - - T04�AS{'„ Q ifr` .C. .... "L _- _ ��:/�t:J-"1;,1•QR SCFEDUE �FW RADC1/2•M4Y. TO OLA55 ST/1'/r _ `. . ON SE17 19 FOR I NOR O 1 g � .._.______.._ OR(q CQKRVR SA7Es 0aa 12.O.C. 0 ._._.._..__....J_ �mg� �'� ..• ` ______ .. ..._- ���_!"'VO ANCHO O O16,O. 1%2`I ITN. t 4 2'KIN. 2'NTN.}EO ♦SEE UYRAIZONi Of US£F'C4t s OR � J r BEAOE QON�IEFf 29 i��@OR�ORIgOR S -L'_ I 1S- i OR (W U 4R& «®«U•0«® ®� DETAIL L POURED CONCRETE ®« ELATION c)9cRErE RLDCK w�u. CfeJ•®«®•�'�•®� REQ; « ®•O «©0 ®« (1}HV BLADE OR pA) HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 5 END CONNECTION DETAIL© -Q-� FlOFdDf1 BUILDING CODE(Non high Velocity HL:1r.Gane .Zone' 0 Q,A 7I( "T 0 2015 EASTERN WTAL SUPPLY,INC, ..cEni BERTHA VIAL --- -- ■S■S■A Accordion Shutter System 1/c1Git®iNc. A.S.S.A. RX SAM;fitw/CR W/O H.V.WNW MALE t ^* TIL TESTING k EIiGIN£ERIlIG COMPANY American Shutter Systems a,,�2�i�N ),4m D,;. N,, STATE OF am Na.3st,n,su.Cas,vscsA4 a.MDM FIrIDb 12i ASSOO1atlOn. Inc. s Ow 71-192 4J73/35 CA 4J13715 P, ,:(35)871-1530.t,%:(:)53871-1534 4268 Wes(roods Driw ORA P7G No It CIA 'S��'`� N + «�im� West Palm Beach, i7 3340? 3 %.,,FSS•,....,.••ti�j\`ti ID-000.9719 j 15—085 rripr IDNAI ti,t.+,+ Wu ER A mLJT,v.Pr • F.E. S (ILf U1SRE/DATE FuzR u:.1 44167SH 10 OF 20 SCHEDULE 41 SCHEDULE A2 SCHEDULE &3 MAXIMUM SHUTTER SPAN 'I.+'OR 'L-" MAXIMUM SHurmR SPAN* "L+' 4AXIMUM SHUTTER SPAN*'L+" 1�7,Iw u, Fr:END --.NgM:. (ft). FOR INSTALLATIONS W/ OR 'Ll-' (ft.)FOR R "L-" (it.) INSTALLADON5 Ste,�&g or or INSTALLATIONS W,/ N CONCRETE& W/ONE H.V.LOCK ®or Q or or Wppp PO TIV KUXIMUM SIGN FRES SPAN FOR . GIVEN &)W/ONE HV LOCKS MM+ISORY P05RNE A.SO.ABLE PRESSURE RATING.HD LOCK a W/NO L,O5�C,KING RODS or ONE Ml LOCK ar(6 or OIRW/ NO LOCKING WALL A, B. C. D, E, M, H.O. P. 0. q.9;DESIGN PRETS.S'USRPE RATING. Gnr'34 NEGM1TNE CENTERMATES @&@ W/ONE HV T W/NO LOCKI G RODS® ODS MOUNTING F, K&L R. S, &V, LOCK®W/W LOCKING RODS®TOP & (SEE NOTES t.It) (NUM FOR MOUNTING.Q (2)PROCEDURE TO DETERIXNE MAXIMUM SPAN FOR BOTTOM SE£ NOTESt.It SNEET 7) FLOOR/CEiUNG C.H, I, 11,J T, U. W&X WALL MOUNTINGS(TOP/BOTTOM).OR FLOOR/CEIUNG^ CONCRETE&WOOD OIS7h1Ni0N5 O CONCRETE&%voo CONCAVEMOUNTING &M MAXON � ,gyp ply INSTALLATIONS A POSYTNE AS.D..DESICN PRESSURE PATINC, 1YAIL NIX,NI«iG iLObR/CDUtN. ^� WALL UOUNIM C�sfiK DuMINE W?tNUM SPAN 1.+'MGM SCHEDULE MDLMIING �3 fiLY7R/kauiC (r> 1 nam/ta a uan:7w GIVEN A NEGATIVE A,S.D.DESIGN PRESSURE EATING, t.0R-> __ _ (.m-) I a=-7 ta0czz Au u�t¢ilaus DEKERMINE MA=UM SPAT 1-'FROM SCHEAULE. L4 W L-04 I t(!J t-Q4 If W L-{A) t 4 I:J t-{AT 4 MAXIMUM SHUTTER SPM,L+OR 1 FOR 30 OR 16'-0• 16'-0' 16•-0•_ 16•-0' 30 16'-0• 16'-0• 30 /6'-0• ,6'-0• INSTALLATIONS INTO WOOD SHALL BE LIMITED TO F7NW.MAXIMUM ALLOWAME SPAN IS EQUAL TO THE 35 _ 14'-70' 13'-10• 75•-2• 16'-A' 35-- -74'-10'_ 14'-10' 35 ,5-2" 78'-7 D• 105 paf.&S.D.DESIGN PRESSURE RATING. 1 DETERMINED SPAN BETWEEN-L+'AND 40-. 13'-10• 13'-10- W-2• 15'-2' 40 13'-10• 13"-10"- 40 14'-2' 15'-2• (3)PROCEDURE TO 0E7ERMDtE MAXIMUM SPAN FOR 45 t3'-1• 73'-1' 13'-4' 14'-S' 45 13'-i' i,3-1' 45 13'-4- 14'-3' •t' IN CORNER CENTFRMATE 03 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUTITIN,'S 12'-8' 15-7• 50 12'-5• 12'-5• 50 12'-3• 11'-T MO(LNi1NG INSTALLATIONS.LOCKING SPEOnCAMON5 W/FIOLJR/CERINC MOUNTING: T 55 11'-10" 1T-tO" 12'-1' 12'-11• 55 11'-10• it'-lo• 55 �-1T'-1'_ -11'-it' SHALL BE AS INO,CATED ON M4NUATOTA'CONDITION J2 FOR h C1RL POSITIVE AS.D.DESIGN PRESSURE 60 1 t'-4• f l'-4• 11'-Y 12'-i' _W_ 11'-4' 11'-4' 60 10'-2' f o'-11' NOTE is.SHEET S. RATIryCI 65 /0•-10' 14•-10- 11'-I'T 11"-1/' 6S lO•-10" to•-t0• 65 9'-5' t0•-1- L%+E LOX. 70 10'-6• fd-6• 10'-9• tY-S' 70 SO'-6• IV-6• 70 8'-9' 9-4' Lt+� AY.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 - 8-0' Lz+-UOitONS.AN FOR POOR/CEIUNO MOUNTING 75 10'-1• ,0'-7' f0'-4' 17'-i" 7$ 10'-i' IV-1" ' tEXCEPT THAT MAYKNTJM SHUTTER SPAN L+'aR 80 8'-10' 0'-10' 1Fe /0'-S' 84 9'-f0' 4'-10' L-•M:0 MA70MIM A.S.D.DEStNG Ptir`SSLT,E PARiO FOR FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE 70•_5' as 9'-6' 9"-8• USTA1LAlItXB WTO I;YXLCREIE OR CONCRETE 6COCt, RATING: • 9'-5' 90 9'-S' 9'-3'"— SHALL 'ULT LIMITED AS FOUONS: DETERMINE. 55 4'-0' 8=9' 9'-2• 9'-.10' 95 9'-0' 8•-0• 1-CONNECTIONS TO KEYSTONE MOUNT114C Lt-.MAX.SPAN FOR WALL MVJNTNG INSTALLATIONS. UMInO TO +64,72 P.1.AND 8'-0'SPAN, SEE K1 MAY,SPAN FOR FKAOR/CEiJNG MOUNTING i00 8'-9' e'-4' 9'-01 9'-7' 100 8'-9" 6'-r NQUINwr @)ON SHEET 7. INSTALLATIONS. 105 8--7• 7-11- 8'-S' 9'-4' 105 &-7- �T-i]' - T t 0 @'-4 7-7 ,-@'-7' 9•-2" T 10 8'-4- 7•-7' FINAL MAXIMUM ALLOWABLE SPAN IS.EQUAL i0 THE -115 @•-r 7--� @'-4• B•-11' Its 8'-z- 7=3' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN Lf+•,11+-•11-•AND-�-. T20 -8•-0• W-11• 8•-r a•-S" __..120 W-0' 6'-11' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7-10' 6'-8• 0'-0' @'-S' 22$ 7'-70' b•-e' ALLOWAF]E SPAN AND N1:GATT�A.S.O.0£SIGN Tao 7 s 6-s 7-l0' @'-1 t3o 7'-@' 6'-5' MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 - 6-2' 7:_9' i=s135 7'-7' V-2' WIND ZONE SPACING. 140 r-s-s s-„ -7 7 6 140 r-6• 5-n'... ASTM E-1996 SEPARATION 145 7'-3' 1'-9• 7'-5' 7'-3" 145 7'-3' 5•-9• TO GLASS 1505•-7' 7'-4• -7'-0' 150 7'-2' S'-7• 155 r-o• 5'-s• >-a 6'-9 155 i THRU 3 1 160. C-ii' 5-2' r-r 6'-7' 160 V_". S-2" 165 6'-t0' 5'-r T-0'� 6'-4• IGS 61-10• 5'-r 170 6•-9' 6•-2' 170 V-9 175 6•-7• 4•-9- @'-9'- 6'-0' 775 6'-7' 180 ...6•=8' S'_,Q" ,@G. 6'_6- 4•..@• H V BLADE 4'-6" 6'-T 5•-8" 785 G'-5' 4'-G' 190 8"-6• 5'-6' 290 6'-4' X4'-5• __i.._.,.. 195 6'-3' 4'-3' 6'-r -5• 795 6'-3' 4"-3' 200 V-2• 4'-2' 6•-4' S'-3• 200 8'-2' 4'-2' 205 V-1 FLORIDA W OtNG CME(Non Iligh Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. 00" ii Taib1H q,"a= C707, BERTHA��T A Accordion Shutter Sy stemR1E C � A �■S■Q■ FLY. 40' aApE#1 W/OR Wf0 KV.WNWW MADE American Shutter Systeme c,,w i M-401MA MTM ORAWR g„f6OLv, G. TILUT TESTING &ENGINEERING COMPANY Association, Inc. I OLD 11-19i 4/13115 VAIG 4/13/15 'h .. 0731 X11'.7814 Sc.5to.3a1.sp4AtA Wa-WI,ac".337 1 —=1 Prw a s(sa�6 I-7ssa.Fc,;t os?s7t-iul 4268 Westroods Drive 2 -y 7 CTE �kry i, oLr�. West Pairn Seech, Ft. 33407 7 pRp,W1NG No ' G"•,f(G'R10P•�� MhtER A Tilt:Jr.PE 4 1 rJ—t)85 �E/DATE FLOWA Ua 9"167 s SHEET OF 24 1 MAMMUM • SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S.D.DESIM 109K P EO&R!TBTG AHD A 00110SAOt✓DINO I(QL117TWa TYPE FOR CO4MIX OR CONCR£(E DLLY'l,(WNIAM6 (SFE YOUNTV=,C C.&H ON SNf119 6&1) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: pon� ED am POURED 00"OR E (A) TO ExtRING POURCONCRETE:(Yin.rc.3 Iwy MOM vWALL SILL MOUNTING QCER)NG MOUNTING HQ FLOOR MOUNTING -1/4'1 TAPCON OR TAPCLNN Wt1}H ADYANCFD TNW"DRY TECHNM=ANCHORS AS MANUFACTURED BY I.T.W.BUILDELL.(YGt,To .3 ksi) SPAM ANC SPALING 1 CP.Fun -1/4'0 r 3/4-ALL PWI(S SOUO-SET ANCHORS,AS OSTRIWHD BY ALL POINTS SCREW.BOLT A SPECIALTY COMPANY.(M..rc .3 kv) 00 [F9@ MDII E Ffeaft MAICw&=[Lim 1®LM PFE=RMIc NsIx CLAM NMK ff3S 1S FARN9 -T/4'r BLUE TAF CONCRETE ANCIIM W/CAP AS W.WFAC1ll7ID BY n.MnA FASTENERS DRECT.M.(Yin rc n 2 TMTJ 30 a0 -fi8 75 50 120 160 205 30 a0 60 75 Po 120 160 MS 30 40 ED 75 90 120 160 205 TAPCON OR -1/4'0 TAPPER+ANCHORS AS u"Acwm BY POWFMS rAsraiws.WC.AND DSRIMM BY ALL Poon SCREW,E''OLT&spea TY u 12 o B 6 D 0 14 4 IO 6 D 6 is 1 to 9 e B 6 c TAPCON WITH AOVMM COMPANY OR ANY OTHER APPR7AX)UCENSM OR AUTHORBED WVOM RDGL ERED WITH THE AMERICAN$NUTTER SYSTEMS ASSOO4TION,HNC aOGY 3• ' to 12 t0 9 5 8 6 6 14 12 f0 9 a 8 6 a 14 12 10 9 B 'B 6 8 THREb•"OCb/ _ET -0 (W-rc.3 kH1 ALL POINTS OR UM li tY 10 1 a D 6 a 14 12 1019 0 D 8 0 H 12 10 9 a 5 9 5 SOLIDSET 1a 72 10 9 0 D 6 7 ICI 12 1019 B D 6 0 14 12 10 0 8 8 B 6 B UE TM W/CAP l4 12 10 9 0 7 6 7 14 12 f0 9 a 0 6 8 14 12 10 v a a 11 6 TAPPER+ A1)ILNONY EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED TINEADFD MN TECIDIOLM ANCHORS ANA TAPPER+ ANCHORS IS 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4'-0' 14 12 to G a e a 0 14 1x to v e e 6 a 14 72 m 9 a 8 6 SJ 14 12 f0 9 6 D G 4 14 12 10 9 0 9 6 4,5 14 12 10 1 B 0 4 33 0.2)VwMPJY EMBEDUM OF 1/4'r It 3/4'ALL P10RIi5 SOuD-SET M-aiDRS WILT.6£T/a'MD RHE POURED OUNICREIE.NO�EJY.�ONFM 74 72 10 9 a D B 4.5 to 13 L 9 8 D 6 9.J N 12 t0 9 6 8 a 43 INTO STUCCO SHALL BE PFRWITED.1/4'9^211 S.S.VACIN:NE SCREW USED SIAL BEI 1/2'LC21C MININLIM SHOULD$NCCO EXIST,AND t• 12 10 9 75 S3>3 - fa 12 /0 v D 8 fi 5 14 12 19 ? D 7 15I 4 • li0*A•pYS USE fOP 1'YRAYUM FOR WALLS WON NO SnA'.Yp, 5'-O' /4 12 10 9 '0 a 6" 6 14 12 10 0 0 8 6 J5 14 12 10 0 a 8 e 43 14 12 10 9 e 7 4 - 14 12 10 9 e 11.1_u 14 12 10 8 a5 5 u 3 AL3)IN CASE THU PRECAST SrCNE PRECAST CONCRETE PANELS,PAVERS OR ANY VENTER BE FOUND ON THE DISTINO WALL OR FLOOR 14 12 10 B D 7.5 4S - 14 12 10 9 E a l: 13 14 12 10 9 a 16 45 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE PARI STRUCTURE BEHIND SND'WALL FINISHES.ANCHDIMCE SK-LI.BE AS 1NOCATED ON 14 12 93 7,5 DS 43 - - 14 12 10 v 0 7.5 53 4 14 12 10 9 a 0 45 33 FNOTES At)A AL2)AM%''E.FOR WAUADDRi ON'MYL SW(K OR CIS WITH OR WTTIUUT METAL STUDS CONSULT THIS EHG9tEEFL FOR 14 12 10 0 e B 8 - Ia 12 t0 9 e a 6 J 14 f2 10 9 e 55'S 33 IhSTAl1ATWN RTW EIFS WITH M2TA1 STUDS STI'SHEET 20. g'_p• _._._�.__. .._.____.___......_..._. _ t{ 14 12 10 0.5 7 03 4.. S 14 L2 a Al SS 4 3 B TO E%E.TIHG'CONCIIETE DlDgf: 14 12 10 0 e 5 - - 14 12 10 9 a 63 5 73 14 12 10 a5 0 5 4 - O (ASIC C-90) ti 12 8 a.5 es J - - 1{ 12 10 D a OS i3 3.5 14 12 /0 D 7 6 3S 3 -1/4'0 TAP=OR TAPCON WITH ADVANCED,.THREA?FORM TECHNOLOGY ANCHORS.AS NOIUFACNIRED BY LT.W.UtaLva. 7•-0• N 12 70. 9 4 0 - - 14 12 10 0 8 1 5 4 14 12 10 9 73 53 4 3 -1/4'0■.3/4'ALL POINTS SOLID-SET ANCHORS.AS CtSTRIBUITO TRY ALL POINTS SCREW.BOLT&SPECA-,TY COMPANY. 74 12 f0 9 OS 4 - - 14 12 D 73 6 43 33- ICI 03 7 SS 15 35 - -1/4.0,OWE TAP CONCRETE ANCHORS W/CAP AS UANUFACTURED BY RDRIDA.FASTFX4S DIRECT,W. 1 4 r TAPPER+ANCHOR4 AS YANUPACTUfL4'D 6f PO'A'ERS FASTENERS,RIC..AND DLP'TRHTRED BY ALL Po9II5 SCREW 80LT&SPECALTY l4 12 10 63 7 4 - - N 12 110 9 73 53 4 - 11 12 9 7 T.5 43 MANY OR ANY OTHER APPROVED LICENSED OR AURHOFMO VVfDOR RE=ERFD WITH YN:AUDMNi STUTTER SYSIEN5 ASSOCIATION.;NO. N 11 7 53 43 - - 14 12 f0 9 35 4 - 14.12 D 7 B 43 3 14 12 10 D B 65 - 14 12 10 9 O a 4 - 14 12 f0 8 6.5_L A3 - Norm 14 12 83 7 2a a - - ti JI 2 0 ra 15 1 3 1- 25 93 6 3 4 3 - - 8.0 MINPAUN EMBEDMENT Olio CONCRETE BLOCK OF TAPCDN.BLUE TAP W/CAP A.=IORS AND TAPPER+ANCHORS AS 1 1/4'AIM TAPDON 14 12 9S 73 e - - - 14.12 a3 a QS 3 -I- t4 12 e 6 63 4 - WITH ADVANCED THIRFADFORU TECK40LOCY ANCHORS 15 1. 13 93ab a SS - _ - 14 12 10 a &3 6 -1- 14112 9 63 5 4 14 t2 10 9 a - - 14 12 10 9 73 43 - - tt 12 53 7 5.3 • - - 8.2)MWMUN EYHEDMEM OF 1/4'r r J/4'ALL POINTS SOUD-SET ANCHORS SEAL EE FIOIRM EMBEDDED WTD CINE CON FZM BOOL HO 14 13 73 8 4 - - - 14 11 7 5J 33 53 45 SS - - - EMBEDMENT INTO STUCCO WWI BE PERMITTED.1/4'0-20 SS MACHINE SCREW USED SHML HE 1 1/2'LOW:unuuH SHOULD STU= i4 12 a OS CIS - - - 14 i2 65 7 -i - 14 lob 7 53 a 4.5 - - DOST.AND t'1l"UM FOR WALLS WITH NO STUCCO. 11S 83 e5 4 - 14 12 9 7 a 43 - - 14 1t 7 33 35 3.e 14 tx 10 9 73 - - - 14 l2 10 a'63 J - - 14 12 8 5 5 4 - - 8.3)W CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS.PAVERS OR ANY VENEL BE FOUND ON THE Dasmo WALL OR FLOM 10'-0' 14 ID3 7 5 : - - - /3 95 aJ 5 4 3 - 10 73 5 4 3 - - - ANCHORS StXL DE LONG EWt*H TO RE0C H THE MAIN STRUCTURE BEHIND SAN WALL nN05HES,ANCHORAGE SNALL BE AS IN=RZD ON 14 It 73 55 - - - - 14 1731 9. 8 $ 4 12.5 93 5 5 4 4 - - NOTES ELI)&8.2)AOOV-FOR WSTALLMM4 ON VLTTIL.SIDING OR BES WITH OR WN KOUT METAL STUDS CCVLS LT THS ENCINEER, OS 8 5 - 14 12 8 65 J5 4 - 13 10 GS 5 4 3 FOR INSTALLATION LGO EIFS WITH METAL STUDS SEE SHEET 20. 11'-O' 14 11 f0 - - - - - N 12 9 7 6 CIA - - 14 105 7 55 43 3.5 - 73 is 5 - - 12 9 6 43 4 S 9 T 45 35 3 (C) VOCHORS SHALL BE ONSTALM FOLLOMNG ALL OF THE RECODUENOAITCHS ANO SPECIFICATIONS Of THE ANCHOR'S MANUFA_=URDL 14 10 7 - - - - - 14 105 7 J,4 1.5 - - - 13 SS 5S 43 73 - - - 93 7 43 - - fa 13 73 6 5 - - 1z 9 6 ±--5 4 - (0) SEE SCHEDULE BELOW FOR EDGE 03TANIE(ED.)Vowis SPAcm RELADONsaw FOR ANCHORS 14 12 10 - - - - -[74 72 a e3 53 - - - 13 10 65 5 4 - _ - EDGE 01570.NCF VERSUS SPACING SCHEDULE FOR ANCHORS, 13 a5:3 - - - - - a 53 4 33 - - - B D • 3 - - - - UAI3NY%%-NOR SPACRM AR£VALID FUR EDGE LIMANCE'S INDV3MED BELOW.FOR E 0.LESS IHV TIM LVDL'ATFD.REDUCE ANCHOR SPACW: SJ 93 5 - - 95 6S 5 4 - OS a 5 4 - - - - BY MULTIPLYM SPACING SHOAT ON SCHEDULE Or THE FOLLOWRG FACTRTS B 63 - - - M 7 JS 13 11 a3 DJ 45 33 REDUCED SPACING OBTAINED US=FA-RDRR MALL HOT BE LMS THAN WM`WN SPACV12 INDICATED FOR EACH&4CHOR TYPE, 13'-0'14 fi - - - - - - 113 73 6 5 - - 12 9 6 45 4 _ _ _ FACTOR 73 5 4 3 - - - 7.5 M14 3 - - - ACTUAL y4 9 G 43 4 _ _ _ vs T s . - - - _ EDGE 7AFOON TAPCON MH ADVANCED All POINT SOLED SEE I�UE TAP W/CAP TAPPER+ a G - - - - - - 93 eJ 5 u s . - - - - �/ O OICTANCE 7FIREADFVRM TECIBiI)LOGY LII.5TP,ICRM 14'-0' 14 12 - - - - - - OJ 7 53 - - _ - 11 a3 53 -45-'_ - - - E,D. MON.SPACLyG.3• UIL SPAWNC 3' .SPACING.3 1/27 MJL SPACING o 3' 3 3/4' 4' 10 73 - - - - - - 3 _ - 7 s i3 7 r - - - V B D W R &raPtD mF.� mriFE7E amCPOURED° aCpNpiElE m11tIStTVJEn muaE cQC3mEBmI 15 0 - - - - - - a 55 43 - -1- - D e5 43 - - - - - In�,r LEL L1.3 I/2'MSL M-2 IL MEN(d•31 IFIL Ed•9 11(fl.'•J 1/1' Eli•2 1/t 73 - - - - - - - lx 9 a - - - - - 93 7 43 - - - - - ME 1.0 0.90 1.0. 0.78 1.0 0.84 I.0 15'-D'1a - - - - - - M5 - RORIDA - - - - os a 5 - - - - - BLADE WORKING IWMI t.D o.e7 t.D - - - - es 5 3 - - - - - JN UNISON♦ 0.81- tL5 a 4 OS/ - - - - 9 65 43 - - - - ��_._ Oal - ai3- - - -• f0 IS3 _ _ _ _ - 35 a. am - - - - FLORIDA BUILDIiiG CODE(Hon High Velocity Hurricane Zone N.TiLC/ '.,, CCI 2015 EASTERN METAL SUPPLY.INC. .......... r''9 BERTHA HYTIAGENE7767, A S S� A yV-7 N�. Accordion Shutter System Itv.aaaE�T w/OR w/o a{x vaN�oRv aanE = American Shutter Systems wsexPnaN ru1E iORMNB. MM. Et= TIMET TESTING &ENGINEERING COMPANY STA&OF ; 61,5 N,n,s6L,s ste,,0,,,s I v cAa S n0 m 3„ Association, Inc. 1 -OLD T T-19z 4%I3/15T OAc 4/13/15 • PLIED:(305)871-1530.I.:(303)877-1531 4268 WestroodS Drive 2 I c-Pm:t k;ncoexd.can 'DRAWING NO West Palm Beach, FL 33407 3 I A,SS�flyIL��11V` WALTER A TellR 4,P.E. 115-085 • P.E.Argat'JT�TNkTURE/DATE rwRcA p`t-157 5 ` SIIt3 OF 20 6 0 N y ZQ 04 x � ; a in 7 In��j� n 2 s s , $ U J " o o p `? += ��- 27� In z 01 z o oz^ oc a Ld m E o p + SFr lr2w 0 0 ® q mS200 ■to cow o r0W M, • Vtt U9 nm J U C pL p p:2 p 0 1f1 ■. u wm /1.—z y =�'� E oa�'� ■ u oao o Q� 2 6 lu yB{ oB ngq nN�Nq N.Dnn Rn{r�nnl�.iq{nl in�nl l„I l (in l{I lql l t�{111{.I l lrl i til l � =3a�e�j�3 NgnNq„IDq ggqnq MggN.qN„�q Vrnq{. q� r N �yS} '�S.i� VI II�Hnl Innllgiitglll„111 11 75r $annngn„Nnn„qn gagnn Nn,�ggn.nin{q an'�m,�igr Ynn.en rinl I Iig111g1I � �ry� Im.,a y, �nA... 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CE �1 41 To EASET P o HV BLADE 1 d I ! (, = HV fnNww WOE .0625' .0615 .0625^ )(V BLADE IAVI ® HV LONG RECESSED NYLON BUSHING + III n � 'a Ope" ,06�.-.+}�5 N QYp) `\ 11 0.601' I HV SNORT RECESSED NYLON BUSHING _ 14V NYLON HAT WASHER r(DOR I FIAT PORNgi R1.73730'W WHEEL.CARRIAGE AISI 302-303 SERIES `� 41B" d 1S "•a ,L„4 A-2 750* K n UK 0.870'x3/16"THICK NYLON WHEEL. I J - 0.188'0 AISI 302.SERIES S.S. RIVETS T 315$ SEPBETARATION .062x'-,..o62sal. x3.7500' ® HV 1 3/4'ACCORDION PIN W/ #8 HEAD * EXTERIOR fJJ b oPF�lla-s3aM , p1 5!144 Y-Y HV 2 3/4'ACCORDION PIN W/J8 HEADcum 4 4 0q •� +2 t/A1FitYstmN POLYCARBONATE IMPACT RESISTANT HV WINDOW i j - •p ';.; }� TYPICAL HV WIFIDC}W BLADE .AND rNIS I 3E71 POI�YC_ BONATE HV WINDOW OE(AIL ! ©OR [[ 4 or N..s ' REOUrE.ENFT� ' (DOR OLYCR80N� IMPACREITNT FW-AvIaDOW BAYER MAKROtON 3103 POLYCARBONATE 7$'rte.CLU CE RESINS, UV—STABIUZED GRADE OR SABIC PIN EOUIREMEWS AT E)CTERIOR BLADE KNUCKLE x 4 To BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN Tgr (D ORf rIWW ) (SEE NOTE 'P' ON SHEET ts).fly (1) HV PIN SHALL ALWAYS 13E USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV D OR i E I POLYCARBONATE SOURCES FOR HV 1�R BLADE. EXTERIOR 12ICAL SHUTTER ASSEMBLY _ , „ ,� �, N.i.S. "HY PIN a(OR Qa AT (Y pppmya Ip A (2) HV PIN MAY 13E USED IN UEU OF 0 AND ONLY AT f)(EMOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HVQ o0.324- 9LAOE's KNUCKLE, a tl • $DQ.41C ac uA< A19i DNS bM BLADE WHEN CORRESPONDING TO INSTAUATION "11', SHEET 7. (SEE NOTE FOR Mb' Do ro/r q..,. REOUiREMENTS) •.aFI4„r-9 S i if= N sFN A AR4 Dm =v P+� .4w O.ai M.URY,'ciReF9+r0 YS19 MCS'UNG 12300 P++ 11.430 (3) HV PLN @ OR @ W/ 1/2' O.D. 1/16" THICK S.S. WASHER 0 1 1 "Mm"Comw Am oma wom yA a+xouG P,,i SHALL BE USED FOR DIRECT MOUNT INSTId_LATION PER DETAIL X. g���,�� I BeAcx SHEET ? Ey wN.t^axmxs Aaa'VM 'a rt-nf 17 rr-eh. MEL CARRIAGE DETAIL os x .3 x.0 „rs A55E1ABLY LAYOUT "M 0, Mru We aI ass C-+ass sur gwlxn am D'm 'Ga v Deo r 01) HV BLADE SOLID-3& (C HV WINDOW BLADE DETAILS xormc sums eaost wu:lslcroc rsu 610 e+m c:i. bbn azA ' FiOEJUA BUILDING CON Non High Velocity Hurriccne Zone go,, AtH� tjj%�y 69 2015 EASTERN 1/ETAL SUPPLY,INC. `�•• ��cen;' r,,.wBERTHA HVTM u I A■S.S■ ■ Accordion Shutter System m c KV.BALE#1 W/OR WjO H.V.WINDW BLAM / >1 American Shutter Systems DaAmpicN BATE DRAW,MUL !j 4� TILUT TE537NG &ENGINEERING COMPANY As3ociation� Inc. ' t 73!15 O' - DF axss n x..4444.s�1GS.1YiG`N c.'m�.x rum all CID 11-192 WE: 4/13/15 PM<:(ws}9n-T53O,Fa.:(20*71-1x1' 4768 Westroads Drive 1 DRAWiNO Ido �.`� -:— t�.aoaa West Palm Beach, FL 33407 3 i5-0 $5 '•i�70...NAL'E G� `�` n°r°Ju m+xi P.E. 9f< 117@I;i9 tlRE/DATE FL� �f 44167 5 SHEET` 4 OF 20 4 6' 49' 93' i • ,..—� 1 r•36t0/, tiMidJ+"l® 1M1ST,C rwr+xa _ 1060 9 0 1'P-2D .74Y 7fotCMt9 S o - � •,� � 1 if 4t io1 f14tf9 t+ARfIID • 9 -I .7. 7 YF i 6 .��..' �� �RFR 1 ! _ ..•.I ii1PVM c"20" .111;'Ati CYITLikli ♦� �.� .r .� i ;�n, a rctYj(off (omwE r.A1mI 27 — t11 HV FL C 1 H d 322 ,n @ HV EGRESS LOCK QUAlIt1ED FOR USE W HV SLAOE 1(�k ONLY Eo FOR USE Yt/ HV BLADE t k L ONLY i - CY SE W/FLV QUALIFIED FOR USE W/ tN 6063-T6 ALLOY AHD TEMPER B" Q&Qg�ONLY. BIACE & ONLY. 6065-T6 ALLOY AND TEMPER (" 00,tTEO FOR USE W/NV BLADE IIONLY •�• ,16• eT$ 6063-T6 ALLOT AND TEMPER P.A40C 41W 18' � SCREW 2.J4' i.i63` BEFORE RNE:IONO�TR RfvERNG - os "9-20 X 3/4- 1/4 1/4"e-20 RIVNUT* �y o THUAI9SCREW _..,.� SO=004 AUMr UU(=4-T3At1.M UPX FL01GE'4044 'I SHFIT WP=.VANT i 092%AS KvOF MFMD 6r A� rnia, FRaa aL AIDW V MALE -T" LOCK CEN ,$M pGfil TIXIGUA Pxcennx,ria a ET m6w OR 60 YL a ! HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTpRMATE QUALIFIED FOP,USE W/HV BLADE 1 ONLY HV FEMALE "T LOCK CENTERMATE QUAUFIEO FOR USE / 6063-T6 ALLOY AND TEMPFA QUALJF1EO FOR USE W HV QUALIFIED FOR USE W/HV BLADE TDONLY QUALIFIED FOR USE W/W BLADE(I ONLY W/HV BLADE 10 ONLY. BI.ADEiJ, ONLY. 6063-T6 ALLOY AND TENPEBB�- 6063-T8 ALLOY AND TEMPER 1.917' 3,161 A Q - ..t � T � '-Tkl8lrEPtRW .083' CYTOTER on .214' dd .QE3 .062' KEY calm" ,21r' .565' _.. •..{ ••n:o �� c 0.875'un. � o~ t_125'U- HD TE AD 0 0 HD CENTERMATEI� ROD n,a c o OUAUR£D FOR USE W/ELV GLAD£1 do A QUALIFIED FOR USE W/EiV GLAD£ t & 1S INSERT I 8063-76 ALLOY AND TEMPER 6D63-T6 ALLOY AND TEMPER 149 VAMM,12.4491. QUALIRED FOR USE W/ HV BLADE(D& &t"Y E `l��ZOTaAs �/aV-ra s,_.,;A', .6063-T6 ALltl�`fA2N0 TEMPER t � LSE ww-s? (— I`i QQ — OR KEY C1,411 ® HD LOCK OUALL 606 FLIR USE'W/Nv aPADe'Ct� 3.�! /,tom 6063-T6 ALLOY AND TEMPER 43� I'IV 3f$'0-T6 ACETAL I� iT ��X'x-.�+�M-L�SJ 304 BY REGENT,HARDWARE 4S La:.+:s sET.+Ez 2333 Hoox Dotr LOCK. Q 9S 1NSTALLAi1DN WILL REQUIRE A 7/16'HOLE UM FRIES. S.S. THUMBSCREWS QUALIFIED FOR USE W/FiV BLARE 10&G DRILLc'D AT TRAOKS FOR PROPER t].LBEpL7ENr QUALIFIED 1, r p BLADE(,', QUALIRED FOR USE W/w BLADE 10 FLORIDA BUILDING CODE(Non High Velocity Hurricane done ,... .., !,50 111 � 8 2015 EASTERN METAL SLR'FLY,1N0. ' - –7�C07i — A S S A BERTHA HVTM "t 11.1 Ec• ® Accordion Shutter System KV.BADE#1 W/OR W/O KK WOW RADE - _ TiLUT"TESTING 3c ENGINEERING COA[PANY American Shutter 5 cstems �• ! ogre SFAWTI ar: ML k•� Assocfotfon. Inc. OLD s1-,99 z r/,s/Ts Disc a/13/Is ESiS w.x.3&s.U.Ste..J6S t�t;ti'*iA S.Vf9tt4",ti.ORW 33f rnonn:4as7 ,5x1.Fm;C304I671-1wa +258 Wa'stroa3s Drive 2" ..........."'�C^5�? UFAW7N0 t90 e-me~:L�s:cord.cam West Palm Beach, F1 33407 3 r_ ''r;`S5rONA�``..` Do 67,9 15-085 rrrunnmlpggta` WATER a TAItT 4,P.E. ' ! - FLCRM U.1 44167 S SttEET P.E. SEALfSIGNATURE/DATE 4 - 3 OF 20 SGA *NOTES ON HV LOCKS AND CENTERMATES: A 0 t 0 M N S 4 0 ,Y�.� A�,�, �'ty°i�t3•� 1. •ONE TTi LACK�4r Stall BE USED 10 1/2 p TO DSHLNT(7t SPAN FOR ANY SPAN OELEVA710 LOCK��or�2WLY BE USED AS ALIF SHUTTER SPAN�INSIDE OR R SPARS UOUiSIOE LOCK.ATTACHE] ANY ( CENTERLLATE5 W/(2 1 4'0-20 x 1/2'LONG FLAT HEAD S.S.N.S.LOCAnON Of LOCK S'rUJl�B£AS INg1CATE6 ON oQOQ 7YPM•Ar•SHLTTTER TION. y 2. g IF DESIRED,FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 70 TWO HV OR AS TNDICY ON NOTE AN INSIDE OR OUTSIDE LUCK.CONNECTION OF LACKS TO CENIERNATES LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ABOVE Z. �� 412 IS USED W7T110.T H.V.LDCKS):LOCKING RODS ARE NOT REQUIRED AT URRit:A4E POSITION,BUT MAY ABE USED IF USED A170 ENHANCESHUTTER HURRICANE L C NG RODS V OR AN ALTERNATIVE DEVICE '* '• N. -- 4. •ONE W LOCK SHALL BE USED AT CCIit1ER CENTERUATS FOR ANY SPM` a rj II AND INSTAL LATIDYS AT ANY ELEVATION.HV LO r2 or M BE USED AS AN OUTSIDE OR INSIDE LOCK, p ( ATTACK SO�CORNER CEMEHNATE W/(2) 1/4 0-20 x 1/2'LONO FIAT READ S.S.N.S.Too LOOK=RODS AA4Axmm BSHUTTER 5 AN SLAWS.SBE DLEFORRNONEO AS POF EER SCH DUBS wN OWN SHELTON 712,L SNUFFER ELEVATON. i �� 7�{ numf3 S I O.NE ALTEI$:ATE NY LOGO MAY BE IN LIEU OF LTV LOdC or FOR AtiY SPAN A4D �jG¢ lNSf TIONS AT AITY r..£VA7LO.V.AL ERNtTE LOGO 41A.Y f L15EO AS N1 SIDE OR Ol£TSIDE LOCK..ATTt£HNENT ' 9 v f rsz^ OF 1/4'a-20x3/4'S.S.THULLBSCF211Y TO OR t NiERMATES SHALL BE MADE W/1/4'a-2Ox3/4'ALUM. 1 g : � b RNNUF AS SHOWN ON SECTION f�SHEET B.ON LOCK SHALL BE USED AT 1/2OF SHUTTER SPAN OR TWO 1 [_ LOCKS AT 1/3 OF SHUTTER SPAN. t� 4�1i B•YMOATORY COHDt11ON J7 FOR�r�TQya.166L!1±111N-`OISFALLnIONS: ONE tN LOCK m Or SHALL BE (f ! USED AT 1/2 OF SHUTTER SPAN FOR AMY SPAN OR 12•ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP ( 1 TO 98',AND FOR INSTALLATIONS AT ANY ELEVATION.WA LOOK ar a'{ MAY BE USED AS AN INSIDE OR OUTSIDE LACK.ATTACHED TO 6r! SYMMETRICAL.CENNERMATES W/(2)1/4'-20-x 1/2'LONG FLAT NERD SS. SEE DID-_- U.S.LO ATION OF LOCK SHALL BE AS INDICATED-4N TYPICAL SHUTTER ELEVATION.USE OF LOMING RODS CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. OETALS ON a r C x I x L " �•• P o A v w s 78EE 1� " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. y OF CORNER 1 CENTERAlATE �,ONE ALTERNATE FTV?'LOCK. t�NAY BEI ALLED IN LIEU OF HV LACKS O NSA $OR FOR ANY SRAM AND 1 a oa B 7 8 d 0• 7TSTALLAnON AT ANY ELEVAIKAJ.AL TE LO L 60 LAY BE USED AS AN M OE OR OU SIDE LOCK ATTACHMENT OF LOGO INCLUDES USING RONFORCWG LOC AS SHOWN ON SECTION NK;,SHEET 9,WMCH MUST BE 10>Tiffs n jWTNGN LTT OR W1 3 f 20x1 rd S NTO�A11/4'axx 5/8'RNNUT.LOCM MAY BE ISa NSTALLED' AT UIDSPAN OR 92" -r7 ce@• 70+��81a uvTuaM ABOVE AND BELOW MIMPAN.usE of TWO LOCKING RODS TOP AND MOM IS MA TORY. Q' " "� {�• *.x E wC Ne c�muA YaiIL A ALTERNATE HD Loan ®UA USED m uEu OF CAL 1 HV BLADE SHUTTER ELEVATIO HV LOCKS OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE FD LOCK @ WAY BE USED as AN OLSIOE oR oLnsaaE LOCK.ATTACHOENT OF HD LOCK 0 TO IS W/3 is.3/8•F:K SaM.S.,AND INCLUDES •'+ RElHFO3iCDAEM INSERT AS SHOWN ON SECTIONS HDB-CNB AND HDC-Hr: SHELF ACK LF M LMAY BE MrALM AT MLOSPAN OR 12'MAIDMUM BELOW OR ABOVE MIDSPAN.USE OF LOCI=RODS YK IS COUPLETELY OPTIONAL FLUIDA on High Velocity urricane ne 0 2015 EASTERN METAL SUPPLY,INC. ENs�' BERTHA CeV7M TIL E��.wt. �.�■S■�■ Accordion Shutter System ` KV.BLADE 61 W/CR W/O KV.141MM BLALIE flLLfi TESTING k ENGINEERING COMPANY AmetIOGFt $hU♦'I9F S BtTTS ommylo" LATE Ow�,v gr, ay b STATE OF z F,,,0""m.!w,sx,,,. �A C.R Fvvm.331 Association. TNTC. , DID 11-r9z +/r3/r8 P4 F 4/Ts/15 (3m)8T1-1s3I 4288 WestroaCs Drive 2 'C'•'• tUF{1u •-* w'� a1• West Polm Beach, FL 33400; 3 DRAWING 95 G No 'N,`SSP i E�GY4���•` NaL1ER A.Tk1 Ldr.PE ,,,ONAI ��,. P.E. SEAL��31[Rt3#�d'E/DATE FLOROA U 0 44167 6 SHEET OF 20 POURED CON(WE maims ; a 1 OR CONCRflE (SEE SC HEDUE ON sHtxT 13) 10 ouea is.E EwmHG y RECNREO EDGE 6 `•)1 RAM 0mo 2 GLASS•-._' nnaaan 2 ( Std t17 3 SAe is a 9ff1 1a wa »our _ iPPUCA E a ALTERNATE% TEJSmNO t' ANCHOR fn ARON HEX WASHER HEAD 11 1 a 15 ya Yw TOC SC LWs m tY O.C. DCE OF + 3 CONCRETE AHaf°Ts e D 6 7 (SM SCHEDULE ON SHEET 13) M rucAslLE EDGE OF Sus 1F sTAs IF 1 / 1/2 1- � aGEAa OF APPLICABLE - { Aet X01 APPL)AM O. O.' APPUCASLEPOUREDJ PUT PEAD G°NCRMZ ANCHORS CONCREMd' REQUWD (SEE SCHEDULE as SHEET 14) ~ 1 rw MKE MA 1 0R ® CONCRETE R-cOUDtED LFW HEAD CONCRETE Mt HORS DAD¢DapO RE:OUSM —e.o�---- a (SEE SCHEDULE ON SHHEET 14) 11 .TRENCH INSTALLATION VAUD ONLY FOR UP TO+70,-75 PSF A.S.D. t(� HV FLOOR INS[pLLATION t T HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER &HV GELLING INSTALLATION SCHEDULE®3,SHEET 11 E1�axc ,�.alrqucon CONCRETE M)CHORS ° --.-••••—c -- -- :.—m O (SEE SLHEDULE ON e/4 0.Ox laana rAamc 1cl la"K a 21lrRiL SHc'TT iS) AMMKFD THDDiaBi V'- EA1STiNG Err.If r_, l *a=w 1/a•C{ ODSnNc—(LASSr+a>mwu+e.ro GtA55-1 I F,MWIS leawu ones w/MASS—' G -+aa wma.a+acF u) _"_....�:J yr eaa+o 1 1 a/a•un eulmNtxr o a•.. Fw is to V-v I ) 1 / r Gc MR S,xs verse TIM til AI. 1 (npj a 1E4RR +fR IiAp o -• �—�Ica @ m ux WASHER WAD iiii� sat uannnas 5 Mut. 1 TEK SCREWS ,'. rt.';Eutivt I -. - #ux3/4• Hos Hkw.....,/, ' 3f$� @ lz a.c Ttx SCREWS m e'o.C. ; -- #14.5/4-S D.S. OR f/A'e--2o Ss.MS �NC'1E ANCHORS E �r 6 7O aA o s•O.C Ib:, 7 - o Ix ac wy Nur l (SEE SCHMAE off / 1 "`:�� i SHEET 14) XkL V"()H(O CM-,Kwt. �--"--- 17 at 1'8 1/x I•.. 17 18 2.00'. =s Ina!{aEcoxamc EDGE 1 €O. sn) SLAB IF ` I \ /wallaF.H. - s.Ds, .Hw 1 7(8' 1 7lN' L ,t£p -- 'APAIG.EtECONCRETE ANON S \�Ea C. �ORED.,M.D c�E'1E EE Nor 13(e) E rto1E 1s(e3 H>Gur, CONCRETE ( saTEDLTE ON ON SHEET 1 __.. . ... Nt OR CONCRETE DLO-V SHUT14) OR CON CONCRETE 6N-SNaEr) _ _,✓......_.� �o RED RETE BLOCK REOUIREmED ',�KEYSTONE MOUNTING INSTALLATION 1OFn9Mn1 E�EJ K HY WALL FL04R lNSTALLATI4N U mAv"Mom�TM:tom,Tx rd _ CaN:RETE Q � HV WALL WALK OVER INSTALLATION ,,w,S."rRR SPAS V-4, Q l�HV RAINGUARD INSTALLA� 2 DAIS INSTAUATON SHVLL BE UQfp FOR COMf.�NAT70N OF SE(`1�,�A,4. E D.a lDG'c�STMICE REMOVABLE VIM PFRi'fMN:D I-SEE SHEET 4 FOR TOPICAL SHUTTER (SEE SPED A1T, L>tH StiEiT S3) TOM OPEWSA,F.EXR• 4 SEE UMgA71pN5 Or USE FOR DRIONSLETI9 INSTALLATION DETAILS Wf (1) HV BLADE +SA�M Y WAY To SUIT67Aw INVAIIJAn 4S CAN BE E' NFLORDA BUILIXI'IG CODE(Non High VeloOity Hurricane Zone ®2015 EASTERN UETAL SUPPLY,INC. FR A:.rltl/j AAA,, BELT A_HVim TM A■ice`®��Ao Accordion Shutter System HY.RAM#1 W/OR W/O KV,WWW aAM American Shutter Systems ,,, DATE ,Q H� nUJT TESTING do ENGINEERING COMPANY 19v.M o'•, OF ;�' Na, at,S:P 3m.woR ,Fm{3cmm n meta 311 Association, Inc. 1 OLD 11-192 </u/1s E+1E a/ls/18 .�. r Pnuc: s)snsau-E . :{aDs)NT1-1531 4268 WestraOH s Drive 2 DRAWING No <-".I-wtc a.L_ West P01rt1 Beach. FL 33407 3 %kwt A.Tafff,J,PX_ 4 15-085 P.E. S 'SWORE/DATEFLORAu L.p"167 5 SHE OF 20