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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 3 6 s o e f if r 19$ Flnrida Dcpart(T!ewd 8175 Home Log In t User Registration j flat Topics ! Submit Surcharge Stats&Facts Publications FBC Staff f BCIS Site Map ? Links Search Busines ,. silk Product Approval Professi "al X43 USER:Public User Regulation Pnalnrt A1,11MV,11 etrnn>Pmdvrr nr Anolicatkin Search>Aon rAlinit List>Application Detail u ,. g` �S,L FL rt FL389•R x..�.3 & 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)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@eastemmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative AddreSS/Phone/Emali Categoryutte Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer ^rr- Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilllt,)r.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 )ohn W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence Ftp k9 CCI HVA.CDt2D)rN I NONE_HVHZ_pc.,l! Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certlried By Sections from the Code Product Approval Method Method 7 Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2v.Tvx5... 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 OS/07/2015 Date Approved 06/22/2015 __-......__.....-._.._....___... Summary of Products _ i FL 0 Model Number or Name Description 1 389.1 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 Installation Instructions R Approved for use in HVHZ:No FI 189 RA lI A.S.S A.ItuC. DRwC;.*s-082,jKg i 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 FtJW9 RR AF A,S S.A."NZ. P.F R, ORIVG.I S-OSt;.1 ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third party:Yes i wlndow blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8%11'for 62 psf,W-6"for 55 psf HV3 blade w/window blade working , In unlson: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. g9, 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 Ft 369 R8 It A.S.S.A,INC. DR.tb' '5-085.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 level"D".Max.Span Is 16'-0"for 30 p.s.f negative FL389 n8 4E A.S-S.A-INC. PER. DFtYtG.:5-r& riV,I=itf 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.r.for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HVIA working In unison.See sheets 7,11 and 20 restrectively of installation drawings for other spans and pressures. ,389.3 Bertha W Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and - {Non-HVHZ)-Drwg 15.084 bottom for storm protection Limps of Use Installation Instructions i Approved for use In HVHZ:No i L369 R8 It A..S,S.A INC. 0RWG,i5-084.ndi i I Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes iDesign Pressure:N/A Evaluation Reports Other;Large missile.Max.16'-0"span at 30 p.s,r ASO load for Blade 1 Fi_3n4 n8 Ae. A.S.S.A,INC. P,@-R. DRV/G-151234 nrf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively I Contact Us::1940 North Monroe Sireel.Tallahassee FL 32399 Phone!$5111-487.1824 The State of Florida N an AA/EEO employer.Copyright 2007-2013 State of Ftorlda.::Privacy Statement.:ACCeSSIbdity Statement::Rehmd Statement Under Florida law,email addresses are public records.If you do not want your a-mail address released In response to a pub ic•records request,do not send electronic mail to this entity.instead,contact the ogle!by phone or by traditional mail.if you have any questions,Please contact 050.487,1395,-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Mpartment with an email address It they have one.The emalls provided may be used for oMclal 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 herg. Product Approval Aoccpts: Kit:tlCll\"�.5�!i�"1fIi http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: I.BERTHA H,Y.ACCORDION SHUTTER SISTFL SHOWN ON THIS PRODUCT EVALUATION DOCUICNT(PGD.)HAS BEEN VERIFIED FOR COHPUANCE W ACOOROkHCE YAM THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL HOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES DESIGN WIND LOFRK SHAT IE CETEWfPffD AS PER SECTION 1620 OF THE ABOVE MENTIONED CDD£FOR A BASIC WIND SPEED RMI RED BY THE JINISDICTION WHERE SHVTEI WILL TABLE OF CONTENTS BE INSTALLED WITH A�tFCRaNALM FACTOR Kd-0.85,USING ASIDE 7-10 AND SPAU NOT EXCEED THE UAXUUM(ASO.)DESGN PRESSURE R004CS INDICATED ON SHEETS 11 THRU 15,10&20. IN ORDER TO VERIFY THE AWVVE COHDITHCN.UL.TUATE DESIGN RIND LOADS OETERU NED PER ASCE 7-10 SNAIL BE FIRST REDUCED TO ASO.DESIGN WIND LOADS AREA•I' HV BLADES CD 6G AA BY MULDPII]AIG THEA Of 0.6 IN ORDERTO ODIOIARE THESE W/MAX(ASD)OESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET I IN ORDER TO VERIFY TAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS 7ESTED.WERE NOT OVER WIESSM.A 33 X INCREASE II ALLOWABLE STRESS FOR.WIND LOADS WAS IM USED M THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS HOWEVER.A WW DURATION FACTOR CC-1.60 WAS USED MR VERIFICATION OF FASTENERS IN WOOD, SY'TELL COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDIDN SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE 14SSILE WPACT LOAD HAS BEEN VERIFIED O ACCCRBU:CE WITH SECnON 1609.1.2 OF THE ABOVE MENiWNED CODE AS PER �Nx COMPON NTSDdB1.Y 31-44 SHEET 4 ATL REPOR6: ' TYPICAL WINDOW BLADE&WU40OW DETAIL -HV MADE'V+ 0D214.01-03.{0715.01-03.01004.0t-05./1214,01-05.fO317,02-05.(0609.01-10 AND 0210,01-11 AS PER TAS-201.TAS-202 MTD TAS-203 PROTOCOLS AND ASTM E-1886 AREA 2 HV BLADE�AND HV WINDOW ao � AND E-1996 SIMSA DS(UMS9.E LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE LISSIE (WHERE APPUCABLEl -M/WJDOW BLADE 9 00505.01-08 AS PER AST4 E-1886 AND E-1996(umi-c LTV&.O,WIND 20NES 1.2.3)BASAL PROTECTION ONLY MLO 0 072LO1-aa AS PER TAS 202 PROTOCOL TYPICAL SITUTER ELEVATION&NOTES ON LOOM SHEET 5 INSTALLATION DETAILS A-F,CONCREI E,(BLDCK SHEET 6 2.HTV BLADE 0 AND W 1YINDOW BLADE 0 ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDO?THE GENERAL WOATIONS AND CONDIIWIS OF USE INDICATED ON SHEET 19 INSTALLATION DETMLS G-µCONCREWBLOCK SHEET 7 3.BERIM KV.ACCORDION PINS(HV SMWWS7.USED AT BLADES HNUCAE AND FOR DIRECT MOUNT CONNECTION TO TINCTS SHXJ-BE/14aZ75"AND/14x1.75'RESPECINLLY,410-HT MIN61W SERIES CEENTERISATE DElA3.S IN SHEET 8 SrMMf55 STEEL SCREWS WITH 135E Lai HELD STRENGTH AND 100 k S TENSILE STRENGTH-PNS SHALL BE COATED WITH GINTV.W CACR0MIM COATING SYSTEM AS WWRUTACTURED IT,APPROVED CIENTU MATE ALTERNATING DETAILS HV SHEET 9 COMING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BENZ THE FIV MARKING ON THEIR HEM. 4.ALL ALUIMM E)7RU61OKS SHALL BE AUMWJU ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MIGMIIM YIELD STRENGTH FOR 6063-TIF ALLOY IS 30.0 bi 90 35.7 Ica FOR DID CONNECTION OETMS 1-6.0ONCREFS/8L(XX SHEET la 6005-T5 ALLOY, LIATXDMTM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&N:ACK SHAT 12 5.ALL SCREWS TO LLE STAINLESS STEEL 304 OR 316 A19 SERIES OR CORROVON RESISTANT COATED CARBON STEEL AS PER DIN 50048 WITH 50 IW MOL YIELD STRENGTH AND 90 LTd MIL TENSIIE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND STALL COMPLY W/FLORt7A BUILDING CODE SECTION 2411.32.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 &DOLTS TO BE ASHY 05307 GALVAIOEED STCI.OR ASI 3G4 OR 316 SERIES STNHLESS STEEL WITH 35 loi LONVUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE O: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WDM SHEET 16 M'BLADE(D&® WORGNO IN UNISON:12.13& 15 INSTALLATION DETAILS S-O,WOOD SHEET 17 B.THIS BERTHA KV.ACCORDION SHUTTER SISIEN eEARS A U.S PATENT 06.779,51M COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART Be US,PATENT/S'458,179 ISSLIM TO EASTERN ENO CONNECTION DETAILS 7-12&X:WWW SHEET 18 YETTJ.SUPPLY.INw S.R SHALLILC TIC RESPONSIBILITY OF THE C041WMR TO VERIFY THE SOUNDNESS OF THE SIRUCIUME RHFRE SHMTER IS M BE MTACFED TO NWRE PROPER ANCHORAGE CONTRACTOR 70 SEAL/MJLK AREA 3. W WINDOW BLADE.(W ONLY ALL SMJITER COMPONENT EDGES WHICH RELIAK THRU FASTpLL4G IN CONTh'UOUS OONTRCT WITH THE BUILDING TO PREYSNT WIND/PMN INTILSION, TYPKIL SHUTTER.ELEVATION SHEET 19 10.EAWCH WT MUST BEM PERMA M U.OEL M A VISIBLE PLACE WITH WIMMG NOTE DURING PER1005 OF 14UIMZWC WARNINGS HOW OWNER,TENANT,OR OTHERS,LUST PROPERLY CLOSE ALL HV AND NO CE SEMI MTER AND ENGAGE OR LOCK ALL W AA)NO LAIRS AREA 4. HV WINDOW BLADE(170. NLY 11.SHUTTER MANUFACTURER'S LABEL STALL BE LOCATED SN A READILY VISIBLE LOCAMN AT ACOORDiDN S WTER IN ACCORCA'CE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL SE INSTALLATION OETAIS,META STUD WALLS SHEET 20 PLACED FCR EVERY OPENING.X/SELNO TO COMPLY WITH SECTION 1710.8.2 OF ME FLORIDA BUILDING CODE 12.BERTIA H.Y.ACCCRLION SHUTTER SYSIEJ'S INSTALLATION SIAL COMPLY WITH SPECS INDICATED IN THIS DRAMS PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED 9Y THE JURSOICRDN%HERE PE LUT IS APPLIED TO. I&(a)THIS P.E.D.PREPARED BY THIS eIGINE.R IS GENERIC ALTO DOES NOT PROVIDE INFORMATION FOR A SITE SPECnC PROJECT;L.WHERE THE SITE CONDITIONS DEVIATE FRCP THE P.EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THE PRODUCT.BASED ON THIS PZD.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCLAJENT.CONSTRUCNJN SAFETY AT SITE 15 THE COTRACTCRS R£SPONSMUIY. (4)THIS P.E.D.WILL BE CONSIDERED ONALD E ALTERED BY ANY LEANS OBTAIN PERMITS IN THE STATE OF FLORIDA (4)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGIATER OR ARCHITECT MMI.WILL BECOME THE ENGINEER OF RECORD(E-O )FOR THE PROJECT AND PAHO WILL BE RESPONSIBLE FOR THE PROMUSE OF TIM RED.ENGINEER OF RECORD,AMINS.AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHAT SUBLIT 70 IIS UTTER TIC SITE SPECIFIC ORWJIGS FOR REVIEW. (e)ORZINAL P.EO.SHALL BEAR THE DATE AND ORCU7A.SEAL AND SIGNATURE OF THE PROFESSIONAL U4 94EER OF RECORD THAT PREPARED T. m FLORIDA BUILDING CODE(Han High Velocity Hurricone Zone ,k"*'(ERr(.7/'VVi� 0 2015 EASTERN LAVAL SUPPLY.INC. `1 ��cE,;�'•••N�. BERTHA HVTM 0. NN. Accordion Shutter System IL EC o I■�. OSSA y `* R 1�.N _ ■ ■ ■ ■ KY.BADE#1 W/OR W/O KV.NIPDCN/BASE American Shutter Systems OLSNx,aw lurt 1RA4N Yrs NH TFC TILLET TESHNG do ENGINEERING COMPANY 5a Z36.WI-M GNwa.ltoru Mist Association, Inc. 1 OLD 11-192 4/13/15 alm 4/13/15 Pyne:(3WA71-1530.Fea E(305)971-1531 4769 Westro0ds Drive 2 %S`•.,, '� mo 6T1e:FO.d- 'west Polm Beach, FL 33407 3 DRAWING No �''�ic/r ONAL E�1YA��``� WALTEED-C"6719R A TEXT Jr.PX4 15=085 / P.E. SEAL7UMYIl1RE/DATE nOROA 4 4 y"167 s SHEET 6 I OF 20 -3Y MR moor ftmc VAPoE51,;81' Isle 9 a r a.999' I 7 HV SOLID BLADE 37 5' 9 COVERED ,�•- 78' 5{5813OHV UNIVERSAL FLOATER . QUALIFIED FOR USE W/ HV BLADE tO HV BLADE T O ` 5 gHV WINDOW BLADES BODS-75 ALLOY AND TEMPER QUAunw FOR U W MV 6063-T6 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 � 1 6063-T6 ABAD TY TEMPER ,ii<. 9� 6063-76 ALLOY AND TEMPER 3. • 67' 2.670' ' 5.556' ��� .994' 1 - &70' ?.776' ar - V2 M �• -$' R-N a r o B1s• .0092' O7 HV ADJ. ADAPTER w1up ` C1072' ..• _ o.orL /�� 3226- QUALIFIED FOR USE W/Hv LJ WALK—OVER TRACK ��E01 QUALIFIED FOR USE 9 HV TRENCH TRACK ©1{V ADJ. FLOOR TRACK 6063-16 ALLOY AND TEMPER -- t OUAUFIED FOR USE W/1N QUALIFIED FOR USE W/HV 6063-16 ALLOY 0 TEMPER BLADE(1)ONLY. � hV RAINGUARD BLADE(D 6063-TS ALLOY AND TEMPER QUALIFIED FOR D E W/HV 6063-76 ALLOY AND TEMPER VAPtE6 7.976 BLADE1 T' 1.915' VARIES 1.976•_ 6063-T6 ALLOY D TEMPER g t-11..911-7• pw. S J Oa .C33' '09Y093•'r7 .3 ASI I .060' , .060' 670 C 670, 1.686• A 070 Iz 11 HV CEILING HEADER 1 HV HEADER/SI (13 HD CEDING HEADER/SILL v Q FIED FOR USE W/ HV BLADE T ONLY, QUAUFIE 6065-TS ALL0 AND TEMPER—'ONLY QUAUFTED FOR USE W/ HV BLADE lD 1�C HD WALL HEADER/SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAUDRY. QUAUFlED FOR USE W/W 6063-T6 ALLOY AND TEMPER 6063-T5 ALLOY AND TEMPER BLADElO ONLY. 6063-T6 ALLOY AYU TEMPER COMPONENT A e T1 72 % Y t MK i s(I{ 2- 1 2" 30.:25" 1• 1• L tt 3j 2" 5'MAY,'• 1/8" 1/6' F1 r s ,0.090 ® 2• 5'M0.10.192' 0.192" 11 ASIDE ANGLES ` QUALIFIED FOR USE W/HV ALUMINUM ANGLES l9 2.5• 7•MAR.I0.196• D.190• CORNER POSTS BLADE Ut � QUAURED FOR USE W/HV : OUAUFIED ORRtT W/HV 6063-T6 ALLOY AND TEMPER SLADE(1,)ONLY. ,,CC�� 6063-ib ALLOY AND TEMPER Cl 2• 6' I 0.139" O.t31' 6063-T6 ALLOY AND TEMPER ILORMA BUILDING CGDE(Hon High Velocity Hurricane Zone N TIL( A.,� 0 2015 EISTEHN METAL SUPPLY.INC. BERTHA HVTM '-- 1L E C O IN.. A S S N Accordion Shutter System �r= ■ ■ ■ ■ KV.RAE#1 W/OR W/D tLV W=N aanE .k; �/,r/: �• = TILUT TESTING& ENGINEERING COMPANY American Shutter Systems 4 oawnOR DATE MANN er: w.:. STATE 'T� 353 N.N.7s,.a.S-.�A7MNA GAFME 6.FLORA s}, Association, Inc. 1 an l I-192 OF 6 yt3ps DATE: 4/13/15 (705}873-15}0.Fcs:(7{..`0671-1571 4265 Westroods Drive 2. S'• f �" . DRAWING No CORL� ���`� elR�aa1�� West Palm 5ecch, FL 33407 s ,� •••. ETI-0)06719 15-085 fJA���•�V !FALTER A TWT Jr.PX a P.E. SE'1tt EiGNAS'U E/OATS Timm L;,-a a6197 6 SH 2 OF 20 A 9' C=7n6' i 1E•D NOOSa1G atWD. 1 4•-p 2. 3' — DNRD PArtRD // 745' f , 7fttirADtD C4R .662• � r -- �^ � o �• t� LFRAS L101W4 ... 0a1e CrATC) 4� - •4 ` "�• n 1R1:(ORPK (oYE RP.RmI 2 HV EGRESS LOCK QUAUFl_D FOR USE W/HV BLADE C&®ONLY e x a' I QUN.IFlEU OR USE W/NV �QUA7JFlE0 FOR USE W/ HV 6063-T6 ALLOY AND TEMPER EO FOR USE W/ W BLADE 1 & I ONLY 6065-T6 ALLOY AND TEMPER ,��ARNER CENTE BIRD£ I & ONLY. BLADE QT &(9 ONLY. AUFIED FOR USE W/HV BLADE(I ONLY •�• 18• 74' 6063-T6 ALLOY AND TEMPER P„ATDC HE. 1.756• 6_ a�S, MOLDED TD 7.OJ9' S4TfE,Y 1763 -• 360'AFIER Rr rw .06 x 3/4" BEF°RE wvEtu+c Iy /4"0-20 RIVNUTx -- i �,��I �^.� S,S. THUMBSCREW 1 _ L *Saws aw A u XIM 47024-13 AUM V=E FLANGE nye o ¢Er f sMmuG.P.ar f OM AS UAXUFx =6Y Awa. I---x' '-•I cNew TDnM PALS'PMV,NEV JERSM 07GS4 OR CftvL PIAL/ `1 FWIT ELEVADON 1.566' _ HV MALE "T" LOCK CENTERM�T� „ -- "T" LOCK � HV•AIJERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE�ONLY HV FEMALE "T LOCK CENTERMATE UAURED FOR USE QUALIFIED FORUSE w hN QUALIFIED FOR USE W/W BLADE IOONLY 6063-T6 USE AHD TEUPER OUALIFIED FOR USE W/FN BLPDE(1�ONLY W/ BLADE�ONLY. 31 ADF ONLY./ 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPEBR� 1.717 t 917' -r 3.161 '� �T— k, � 2 D ••ntuuetuON r5 - OYLINCER OR .214•' .O6Y. .. '�.06' ,er cnjNDER 214' In 0.075'Yin. 1. HD R 0 0t # C FtV BLADE 1 .as o I m �'a a ,_12r U- QUALIFIED FOR USE W/ HV BLADE & A QUAIJRED FOR USE W/ & 6063:6 ALLOT AND TEMPER 6063-T6 ALLOY AND TEMPER CENT T S 1 m •. 1 VAMM 12•Nom. QUALIFIED FOR USE W HV BLADE 1 &� I '" f txiTAi,�we+$, �y 1e t t+• 6063-T6 A'LOT 2t1D TEMPER 1 TTM1IM.O[UFtN (%r M-MS1 ��'�'I �o _ � 3t5* �_.....__ 1.5 N,n Ea, R •Na+. li � 1/4.0 ® HD LOCK QUALIFIED FOR USE W/HV BLADE( 6 W 3f$"0-16 ACETAL 1 f4" 0-20 AISI 304 BY RECENT IWOWARE MOMSE LOCKS SEREs 2333 NOOK OOLT LOCK 6063-76 ALLOY AND TEMPER THUMBSCREWS ERIES S.S. THUMBSCREWS OUAUFIED FOR USE V!/W BLADE T�&Q d DRILLEDAaTInTRACKSLFOREF'ROE'ER£ABEDA16-iOLE M QUAL LADE CT} QUALIFIED FOR USE W/ hN BLADE FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone v` ' 6/Ai ©2015 EASTERN METAL SUPPLY,LNC. BERTHA HViM FL E�Z776777,777 A■S■S■A. Accordion Shutter System KV.a"#1 w/CR W/O KV.WtWN aADE American Shutter Systems DCSCPPDDN WE pWtlN ar; MA l w: TILUT TESTING&ENGINEERING COMPANY SS k,s Association. Inc. 1 ou3T1-I6z yu/15.OML a/13/,s "w$: t` ''IIA A CARD",)5 i0ROA lW=I 5268 Westroads Drive 2 ORAWTNG tto 'rj�•-E�9RR----� Pno",:(xsle7l ta. .Faa:(�os)aJl-,us ''�4,Y'�FiS•• •�<cC��� .-:+,ID-0107119.�n 'Nast Palm Beach, FL 334D7 ,14111111110 u,�°� TAA.Tm.TRut P.E. 15-085 P.E. SEAL/SIGNATURE/DATE �A'uG 1 46167 6 SH 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/6 HV Q HV 12 OM 'c ��L Fyy6• QT FIV BLADE41 MADE, I ! ' NV tnhDOM1 RUDE .0625 A673 D625' � WBLADE ,n !�I � I + 5lfDE5 'r 0 1675' Y FN LONG RECESSED NYLON BUSHING i ra n atUC,aE •�1-`+� n (nP) \ DC® HV SHORT RECESSED NYLON BUSHING46 ® HV NYLON HAT WASHER (DOR y i i Flwr nON sTA- !�! FN WHEEL CARRIAGE NSI 302-303 SERIES I I �.a •' 4 ° ! ///r2 Iso• X � n .µ 0.870'x3/16'THICK NYLON WHEEL. @ 1 1 -� n H1 2 7/e'Mat H`'MKI)OW 0.188'0 AISI 302 SERIES S.S. RNE.TS j 31;0 I seCLEAR •�25� —! O3.T500' ® HV 1 3/4"ACCORDION PIN W/ J8 HEAD * EXTERIOR Lj 0 paIN MADE C"5 JISM HV 2 3/4'ACCORDION PIN W/¢B HEAD * •I 411 a - b "'`la I-�^ 1,/a r ,CLEM ��r+�+ ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j j g� ' ! - (E TYPICAL HV WINDOW BLADE AND 1 POLYCARBONATE BY WINDOW DETAIL I I ® I ( i ® EI 3 QOR® 4 or ((SEE NoIT:FOR ' ' I .. REOUIREUEN75) j (DOR® I *POLYCARBONATE IMPACT RESISTANT HV WII700'N ' I BAYER MAKROLON 3103 POLYCARBONATE um CE RESINS, UV-STABIUZED GRADE OR SABIC Uy PIN EOUIREMENTS AT EXTERIOR 13LADE KNUCKLE FORr 4 la IAOAE 8C MW INNOVATIVE PLASTIC LEXAN 103 RESIN 0 OR® i I (SEE NOTE 'F' ON SHEET 19). ' (1) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR v N Ir BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O ORM POLYCARBONATE SOURCES FOR EXTERIOR HV®BLADE. IPICAL SHUTTER ASSEMBLY 11 Pes�.s N.T.S ,HY PIN (2) HV PIN' �MAY BE USED IN UEU OF®AND ONLY AT EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM w/ HVQ oo 328' BUDE'S KNUCKLE. 8L^ira BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. (sEENOTE FOR * rn ow aF' a— /w aEO1nRE]IEN1s) '�� O ! i lOvrt.5171 iiwCM �m D6T6 aao P+:- sAoo a>1• • ! i : runD 1c�sxO+.•m.i rrc1D Aono rszao P.a u.uD P+ (3) HV PIN fl OR @ W/ 1/2' O.D. i/16- THICK S.S. WASHER O i tI nmumces uMtu a:so wnm wi w.wP P.1. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET ! 1 —..W!= An OM to"-sr 17 n-at V SEL CARRIAGE DETAIL latex 0f4" A` Duo .2 a m N, ASSEMBLY LAYOUT nn1: or aumaa .mu o D-1 o-,nus F7:§: wr 71571 o+oxp ,oar om T em —� ,ilEC[m 0 LM MUt 1 M!7 P M^Y 616 G@ Ps Wo P,,. L(1) HV BLADE SOLID & (& HV WINDOW BLADE DETAILS °" °a°°t" am FLORIDA BUILDING COME Non High Velocity Hurricane Zone T/C i�i��� 0 2615 EASTERN UEUL SWPLY,INC. _ �' FN'' '-y BERTHA tr System 1L ECO Tl1�. Q.S���A0 Accordion W/On ShutteDOWBUM _ ►Lv BLADE�i w/OR w/o kv 18NOO.Y aaEE ' TINT 7ESRNG &ENGINEERING COMPANY AMai'ICO11 Shutter Systems DCZWnDM Diff Dww+Br: ui. jE OF bus NN.3(D r- t.xa YPn:u acasa n, As3oCIClllon, 1110. , OLD 11-192 </13/15 wle 8"13/15 o Fhme:(305)871-1530.Fo:(3¢5)8.71_1531 4268 Westroods Drive x F ..ORIDA F� ` a-mP1 w.-oowsoe, West Palm Beach. FL 33407 s DRAYANC No ��'''•s/ANAL 6% wig l a',ei 5 15-085 SHEET P.E.X961 WI 1B1 CRE/DATE 8 4 OF 20 -NOTES ON HV LOCKS AND CENTERMATES: w e e n v x 5 r u 7.mgwm amsmom ONE INV LOCK(a or®SH4li.BE USED AT t/2 OF SHUTTER SPAN FOR ANY SPAN OELEVATION HV LOCK . OF SHUTTER I,62 MAY BE USED AS AN'NSIDE OR OUTSIDE LOCK,ATTACH�A1�TFONS,ftT ANY 1 CFNTERMATE5 W/(21 il4'P-2A K 1/2'LONG FLAT HEAD S.S.MS.LOCATION OF LOCK SHALL BE AS INDICATED ON Om� TYPICAL SHUTTER ATION. ^ 2. If DTSIRED, FORBEI I PERFORMANCE OR FOR SECURITY PURPOSES,UP TO T110 W l:Jm OR O. 9FLllL BEOR 0.S INDICATED ON NOTEµSAB UE OR OUTSIDE LOfX.CONNECTION OF LOCKS TO CENiERHATFS LOCA DN OF LOCKS SHALL BE AS DaCATED ON TYPICAL SHUTFFJt ELEVATION. lim-m- 3. t2 IS!ISTD W/iW0 H.V.LOCKSk LOCKMG RODS ARE NOT REWIRED AT UfWCA4E POSITION,BUT MAY 4 5 �°ACJu'�• •"� BE USED IF DESIRED 70�f7NHANCE SHUNTER FERFO E LOCIONG RWS� OR AN ALTERNANS DEVICE MAY ALSO BE USED AT STACKING POSMDN (NON HURRICANE POSIFON). 3ya= 4.MALAATOR/CONDITION W2.ONE HV LOCK 511AL1.LT£USED AT CORNER Ct4NTERLlAlES FOR ANY SPAN aN, AND D,tSFA 1111NS Al ANY ELEVATION,HV LOCK of SHW.BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO.p CORNER curia AIME W/(2) 114 4-20 K 1/2'LONG FIAT NERD SS.M.S TWO LOCKING RODS 0 i AT TOP Nt 80 OM SHALL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER V"ATICN. IF /��1 7g( MAXIMUM SHUTTER SPAN SRALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 SFcSS •ONE ALTERNATE HV LOCI M5, ld=ATE MI AY BE 1N LIEU OF HV LOCVAIM MY FOR Iff K or FOR ANY SPAN AND Y>; INSTAIATNONS AT ANY ELEVATION.AL ERNATE E. 2�MAY BE USED AS All DE OR OUTSIDE LOCK.ATTACHMENT PON tlra ' 9^ OF 1/4•o-20x3/4'S.S.THUMBSCRLVl TO 0 OR 0 CENIERMATES SHALL BE MADE W/1/4'0-2W/4•ALUM. g - "� bgr RMM AS SHOWN ON SECTION HVE.SHEET 8.ONE LOCK SHALL BE USED AT 1/2"OF SHUTTER SPAN OR TWO �(�Y65 v C_ LOCKS AT 1/3 OF SHUTTER STAN. ` SSS"'®"' 0.MMQATORY CONOITION 11 FOR KEYSTONE MOUNTING NSA11ATIOAM ONE FN LOCK�o.•�or®SHALL BE USED AT 1/2 OF SHUTTER SPAN fDR ANY SPAN OR 12'A90VE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS up TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. MV LOCK @ or @ of 0 MAY BE USED AS AN UME OR OUTSIDE LACK.ATTACHED TO or SYMMETRiGI.CENTERMA7ES W/(2)7/4-20 x 1/2'LONG IAT NEAD 5S. 5�END .- M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL, SHUTTER ELEVATION. USE GE LOCKING RODS 0 W/ CONNECTION OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. Q9trmON D i E M 1 J K L Y 1 1 F 0 • Y M I SOETS lo ON 4N I1C1(1 18 TVP.Flat 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: HEIGHT. OF CORNER 1 ura•1m 1n7tx—"" CENTERMATE ALTERNATE FN'I'LOCK(Sd MAY BE ILNS�ALLELI IN UEA1 OF HV LOCKS OR Q$FVR ANY SPAN 14N0 T�p m�m 6�•Um®m 1D. m INSTALIATTO4 AT NVY ELEVAIKXN.AI.IE'NN7IATE LOCK pU IMV BE USED AS NW INSIDE OR OUTSIDE LOCK ATTACHMENT �i OF LOCK®INCLUDES USX fiONFORCORC LOCKER�J,AS SHOWN ON SECTION FAG,SHEET S.WHICH MUST BE 10`@m�• 3m&@m —_`-- COtUNECTEO TO CIINNEfbAATFS AND Wf 1/4 C-20: 1 1/2'LONG SS THREADED BOLT W/7/8'o x 3/32' @-C7) . WDNGNIiT OR K'f 1/4'6-20x1'SS.N.S.INTO A 1/4'ox 5f8'f7VNlR LOCK MAY BE INSTALLED AT MIDWAN OR 12' 6 7 C7-@-(D•^a MAXIMUM ABOVE AJND[TFlOW MODSPAN.USt OF TWO LOCpNG RODS TOP AND BOTOM IS MANDATORY. @- mC �tJmO @m :NOTES & c� es: t..ND I -pa T f :ONE ALTERNATE HO LOCK 0 MAYBE USED IN UEU OF PICAL In HV BLADE SHUTTER ELEVATION HV Loess OR V rOR ANY SPAN AND DWALLAMONS AT ANY ELEVATION.ALTERNATE HD LOCK(a MAY BE USED AS AN INSIDE OR OUTSIDE ATTACHMENT OF HD LOCK 0 TO 6 W/3 to K 3/e'i.H.SS.MS.,AND INCWDES REINFORCEMENT INSERT AS SHOWN ON SECRONS H138-M AND SHEET 10.LOCK MAY BE U61XJED AT MUSPAN OR 12'MA)OMUM D10W OR ABOVE UIDSPAN.USE OF LOCKING RODS'@ IS COMPLETELY OPTIONAL 1FLORJDACtoniheloity HurricaneZone.' A ���/�A�� 02015 EASTERN METAL SUPPLY,INC. .'Q ......... �'- BERTHA HVTM Accordion Shutter System A KY suwE#1 W/CR W/O TLV.I!"M BLADE American Shutter Systems i n DATE D,M, sc ML TOLLIT TESTING g ENGINEERING COMPANY a: Association. Inc. , OLD a-fez 4/13f75 Oto 4/1x/,5 STATE OF Q` W tw,Jsa 1 s r J81 YAC v c.�NAa.nARM as1 .4� Pd,,:(381)871-1530.Foo:(385}171-1511 4268 Westroads Drive 2 -RI�jR•.moi• ` DRAWING do �i el* A `�� `-'"a4'�oOaoLtoi" 1Yest Palm Beach, FT.. 33407 3 /0NAL'O o•+�`� x LIEN A TxLH 4.PL 9 5-085 Ah N pIA FLDROA Uc f 44167 3 SHEET P.E. SEAL/�31t1!k11)RE/DATE 6 1 5 OF 20 SEE END WALL CONNECTION DEfAItS ON SHEETS 10 dL 18 LOOKIn r INSTALLATIONS W/ 7 HV NENa,t$aNINLOC�� �& ate OUT 'JO' IN /-fXISiING GLASS **AYD SLACK D I I 'IS V SNE47 5. asn[�,ac oE.sna Irvr es V"FOR ALL BLADE WZ HV CENTERMATES COM ,Es APFUL nm MMEo m®m©• ,OQ®°10^®m OR SEE END WALL CQHWSnON 10•Qm©•�©•®m D=NG cuss DETAILS ON SH p --------------------- 7SEPARAMN - m 2•.211/8's7•-2 8 m 1 S 31f�' T(6'-TSuO»� OPPOSINGANGLE yr/(z),/c#awra�+ 1fz• a®•® SYMMETRYCAL CENTERMATESCEN RMAFES t')l,T.Vz'sus m Loaf lto:sls SMS.0 1z' W/ HV I CK o_ E!g To GLASS Ar=1 Aar-(Tn) O.C.ruu.LENlxrr. _ W/ HV LOCK or (SEE szNEGLLLE 5 5 FIN �* 3 ON s¢E� „) 1 * 1 P,--- --------'Ok-9 lk------ --- -------- 5 r- 1 V(D 0�*�112' 4 HVB OUT ®a HVC 10•®Rp•pm�•©a HVA MAWCONDFUE L o�`OR 010- coma WALL snNc `'^®mQ•®m®'®m SYMMETRICAL-- -----�N —�'�'© j'0^®" S r-- 8 •�m O•���•� �SZI MW ID MASS __j GLAss -Qj CENTERM ES Q•®mt®•®m®.®� SHUT 5 * W HV OC 6 (INTERIOR) ®'�m 0 ©"�•@ oN sxEET t t) MIN.S CARATICN Ta GHED Q.(sem scllEouLE I N ®oNa, _ m — 0 U T ,;�� _ - —_-- — r- ANCNORS fl —1 * 3 vAaEs \ aAa DO U11 _ G t/2'MAX SLACK OUT (°` ) HVE HVf** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ```tt,L LA N,ll�l/UAA�i ®2015 USIERN METAL SUMY,INC. .``'�ti•••:••••�fT,;��; BERTHA HVTM Q EN SSA Accordion Shutter System /� TL Er o N� A■ ■ ■ KV-3AX#1 w/CR w/O KV.WWW IXADE TILIJT TESTING& ENGINEERING COMPANY AmeriCon Shutter SystemsUV.NJ omwi or DATE OqW,,,R.. ,,,_ -O: ,�ggLLti' '.v� Association. Inc. 3 ae 11-192 13115.MTbf/15/ 15 . (xs,e�t-tso.r-:(zase -ts11STAFE ads Drive z DRAWING NoYes: Kasra "1 © "0 m t Palm 13each, FL 33407 ...... ' Q9 MTMA,muT u.R.E. 15-085 P.E.���LALla{IiNATN+2E/GATE rumor Li-IF 44I67 c ! SHEET 8 OF 20 SCHEDULE N1 SCHEDULE2 SCHEDULE �3 kWIMUM SHUTTER SPAN •L+'OR 'L MMMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN*'L+" --- INSFa1ATD 1EGM =-NOTE& (ft.). FOR�INSTALLATIONS®/ I, OR -L-- (R.)FOR R -L-- (ft.) INSTALLATIONS _ dt or(�or(� INSTALLATIONS W/ CONCRETE& W/ONE H.V.LOCK ®or®or or ANCRETE WOOD (1)L+:UMMUM ALLOWABLE SPAN FOR A GLEN & W/ONE HV LOCKS POSITIVE A.S.O.DESIGN PRESSURE RATING. HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or L-:MAX.ALLOWABLE SPAN FUR A GMEN NECATNE CENTERMATFS & W/ONE FN W/ NO LT3CKI G RODS OR W/NO LOCKING WALL A. B, O. D.E. M, N, o, P. 0, A.S.D.DESIGN PRESSURE RATING. LOCK®W/W LOCKING RODS TOP k (SEE NOTES t tt)® ODS MOUNTING F, K&L R. S. h V. Md1D FOR MOUNDNO Q (2)PROCEDURE TO DETERMINE MAIONUM SPAN FOR BOTTOM SEE NOTES 1t SNEET 7) FLOOR/CEILING C• H. 1. 11,J T, U, W k X WALL MOUt4RNG5(TOP/DDTMM)OR FLOOR/CEILING: CGNt71L7E& oDNCRLTE g WOW INSTALLATIONS WC00 YArAWAX". CONCRETE MOUNTING e M �,p�MOO A7.D.Dan, ASD.DaCN INS7AUTYJfrS GIVEN A POSITIVE AS,D.DESIGN PRESSURE.RATING. F76SAW Wal YOUNIM BOOR/CEILM ^ 7 UMWI.E MAXWUM SPAN 1h'FROU SCHEDULE ' YDtlMINC 3 $ 6N4a: fes'/AOR' GIVEN A NECJ.4NE AS.D.DESIGN PRESSURE RATING. {+oA-1 i7J ' t+IXi-1 R NL Y01l+AfNG DEiE INT MANNUY SPAN 'L'FROY SCHEDULE. L4 p) L-py it-(t) L-{SIO LSI (W L-(N t.(O L-@) b MgC41JM s11LTTER SPAN a+1- FOR 30 OR 16'-0' ,6'-0' 16'-0• IB'-0' 30 _76'-0' t6'-0• 30 15'-0' 16'-0' INSTALLATIONS INTO WORD SHALL BE LIMITED 40 FINAL MAXIMUM ALL.OWAeLE SPAIN 6 EQUAL TO THE 35 14'-t0' W-10" 15'-2' 16'-0' 35 1C-f0' I4'-10' 35 15-2' 16'-1D' 105 psf.AS.D.DESIGN PRESSURE RATING. 1ANIuuS)M DETERMINED SPAY BETWEEN AA 'L-'. 40 13'-10• 13'-10' 14'-7.' IS'-2" 4013'-10' 1J•-10' 40 14'-2" 35'-2' (])PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 IS'-1' 15-1" 13'-1' /4'-3' 45 13•-1' 73'-1' 45 13'-4' 14•-3' t IN CORNER CENFFRMATE}3 MAY BE USED AT ALL COM83NATIONS IN BETWEEN WALL MOUNTIMOS 50 12'-5' ILI-s' 12'-6' 13'-7' S0 12'-5' 72'-5" 50_ 12'-3' _ _13'-1,,._ MOUNIING INSTALLATIONS.LOCKING SPECIFICATIONS W/Fl00RJCEtUHG MOUNTINGS: ' 12'-11' 55 11'-10' 11-10• 55 11'-1' 11'-1T SHALL BE AS INDICATED ON NANIIATORr CONDITION#2 FORA OVEN POSITIVE ASD.DESIGN PRESSURE 11•-7- 1Y- > 60 17'-4' 11'-4• 60 10'-2' to'-11' NOTE is.sHEE7 S. RATING: 65 to'-10• IV-10' tr-1• 11'-11- Fi5 ,o'-10' ,0'-10' 65 9'-5' 10'-1' DETERMINE: 70 ID'-6• 10'-6' 10'-9• 1P-5'- 70 10•-6' W-6• 70 W-9' 9-a' Lt+--MAX.SPAN FOP.WALL MOUNTING OUNI.LA/10N5. tz+-WJ(.SPAN FOR RDOR/CQIJNG MOUNTING 75 t0•-1' 10'-1- 10'-4' 11•-1• 75 10•-1" 10•-I' 75 - 8'-9' 'f'i'DtCEYT THAT MAXRIUM 9NVTTER SPAN 1+'OR INSTALLADONS. 80 9•-1D" W-10' 1D'-0' IV-9' 80 91-10' 9'-10• 'L-'AND MXQMLAA ASD.OESM NTESSME RAXING FOR 85 9'-6' 9'-6' 9'-9" 10'-5• 85 9'-6" 9'-6' INSUILATICMS ono OCNCRL-TE OR CONCRETE BLOCK FOR A GVEN NEGATIVE AS.0.DESIGN PRESSURE SHALL BE UI M AS FOLLOWS: RATING: 90 V-3" 9'-3' 9'-5' IO'-1' 90 9'-3' 9'-3'� LI--DETE0. 95 9'-0' 8'-9' 9'-2' 0'-10' 95 9'_O 8'-9" 1-CONNECTIONS TO KEYSTONE MOUNTING L, MAX.SPAN FOR WALL 1CUMING INSTALLATIONS. 100 8'-9' 8'-a.• 9'-D• 9'-7• 100 8'-9' _ B•-4" LIMITED TO +84,-72 p.a.6 AND 9'-0'SPAN, SEE L7-e►U%,SPAN MR FLOOR/COLING MOUNTING NOUNIINC MOON SHEET 7, INSTaLATiONS. 105 e'-7" 7-11' e'-9' 9'-4' 105 TIO 8'-a' 7'-7' 8'-7' 9'-V 110 8'-a' 7'-7• FINAL WU3MUU ALLOWABLE SPAN IS EOUTAL TO THE T1s e'-2' T-3' -177- 8'-il 715 W-: T-] SEPARATION TO GLASS SCHEDULE MNMLMSENWEEN Z,+, iZ}, L,:AND 12-' 12_0 _ e'-0" W-11" V-2, 8'-9• 120 W-0" 6'-1I• (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXILIUM 125 4 -10" G-8' D'-0' B'-5" 125 T-10' 6'-e' AILOWAAL SPAN AND N'ECATrr=A.S.O.DESIGN 130 7'-8' W-s" 7'-Hr 8'-1' 130 r-8' 6-� MINIMUM PRESSURE RATING TO DMRUINE MAX6UUM ANCHOR 135 T-7' V-2' T-9•• ...T-9'�.. 135 7'-7- 6•-r WIND ZONE srruNc. 140 T-5' S-11" Y-7• 7'-6• 140 r-s s-n' ASTM E-1996 SEPARATION _ 145 7'-3' 7-9 7'-5' 7'-3' 145 7'-3' s•-9'- TO GLASS 150 7'-2• V-7' 7'-4' 7'-0' 150 7'-2" 155 r-0• .5•-s r-2' 6'-9' 155 r-1. s'-s' 1 THRU 3 1 160 6'-iP 5'-2' 7'-1' V-7' 160 6'-i1' S'-2'� 165 V-10' 5'-1" r-0• G'-4' 165 6'-10" 5•-1" 170 V-9• 4'-11' 6'-il' 5'-2' 170 6'-9• 1755'-7• 4'-9' 0'-9' 6•-0' 175 6'-7' 185 4 8'-8' S' 180 5'-5- 4'-G' _ 185 W-51 a'-6' 6'-7' S'-6' 185 6'-5" 4'-G" 1T H V B LA D E __6'-6' S'-6• 190 6•-4' - 4'-5 195 -0'-3'-_.-4'-3• V-5• 5'-5" 195 6'-3' 4•-3• 200. V-2, 4'-2' 6'-4' 200 G-2' 4'-2• 6'-]" 5'-1' - 205 s'-,• 4•-I• FLORIDA BURDNG CORE(Mon Nigh Velocity Hurricane Zone Q 2015 EASTERN METAL SUPPLY,INC. "R AitT�tti'''�,, BERTHA HVTM ........, r .._... Accordion Shutter System _1L E C O itm . SAKV.MADE#1 W1 DR W/O KV WINDOW aADE i' (`^•'t' -TIIN'TESNNC & ENGINEERING COMPANY American Shutter Systems DOWW'I CATS D.,,81.W1MY. G, 6360 N.W.SW4$t.6b.3A V70M GV=).ItMOA 3n Association, Inc. I OLD 11-192 4/13115 DME; a/13/ls L Ph—_(305)8'71-1530.Fc.:(305)971-1537 4258 Westroads Drive s DRAWING No -.a:Lte ft.L_ West Palm o BeachFL 33407 3 , toato E9-00067,9 15-085 F P,•' FLORM 1"167 SH E/DATE 6 IT OF 20 MAXIMUM A.S.D._DESIGN_PRESSURE RATING (o.9.f.) AND CORRESPONDING MAXIMUM AUCHOR MI (jnD SGNEDULF_ FOR A GMEN MAX, SHUFFER SPAN. NEGATIVE A.S.D. DESIGN PRESSURE RATING AND A CORRESPONDING MOL NSn"NIG TYPE (SIZE MOUNT11105 ON SHEETS 16&17). L_1 B �TRATI=- SOUTHERN PINE No. 2 W/MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH a SPRUCE PINE SPRUCE INE DOUGLAS FIR W/MIN.G-0.50 W/MIN.G-0.43 W/MM. 6-0.36 1/PLYW OD X 2D U SOkaW� FlR NORM FIR SO=D MIN. 0 W/ NIN_G+0.43 W MIN. G=0.36 WOkL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T tt N, 0& R FLOOR MOUNTINGS M, N. 0&R FLOOR MOUNTINGS M, R O& R FLOOR MOUNTINGS Wim-MOUNTINGS mo.WALL MOUNRNcs B.O.WALL MOUNNacs 60.WALL MwKnNOS W& X W&X W&X P&0 S&V S&V S&V ®IeaEttl>lrllx(m tI2mN��¢HrzA¢ur®IrAaetoaxmcb �tumrfl�rto�el� Imfa�a�ttwey� Mw*=w ==S"130 •®fuelef�cs4[ amlltaufass/xmneU+l ®wl zacoef� a>aleffiI�¢rsx(tj 1401075 90105 3D 140 5 90 1 OS YS 40 60175 ISO 105 30140160 75 190 hOS130 40 6075 90 05 30 40 60 5 190 OS 30 40 BO 75 90 Or,30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 05 -6'OR 2 10 11019 8 6 6 B 6 6 6 6 12 10 f0 9 8 8 6 8 6 6 8 '6 12 10 10 fl 8 8 6 B 616 6 6 6 5 4 4 4 3 72 12 12 12 12 12 12 12112 12 12 tI 12 /2 12 12 12 12 V-0' t2 10 10 9 8 B 6 6 6 G 6 6 12 10 10 9 8 8 8 6 6 6 8 6 12 10 10 9 8 8 6 6 6 G 6 6 5 5 4 4 4 3 12 I2 12 12112 12 12 12 12 12 12112 12 12 t2 12 12 12 12 10 10 9 0 8 8 6 6 fi 6 .5 12 10 10 9 8 8 6 6 6 6 6 5 12 70 10 9. 8 7 6 6 6 6 6 5 B 5 4 4 4 3 12 12 12 12 I2 1Z i2 12 12 T2 12 12 12 12 12 12 12 0. J 12 10 10 9 8 5 6 6 6 6 5.5 S 12 10 10 9 8 5 6 6 8 .5 5 5 12 10 f0'9 6 .5 6 G 6 8 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 t0 8S Y 72 10 9 GS 4 6 6 .5 4S 4 12 10 10 9 5 3 6 6 0 5 4 5 12 10 10 7 .5 - 8 G 6 5 4 5 6. 5 4 4 - 12 f2 12 i2 12 1Z i2 f2 t2 12'12 0 12 12 12 OS BS TS 12 10 10 7.5 AS 3 0 6 B 5 4 5 12 10 10 8 35 - 6 6 5 .5 .5'3 12 10 10 4 - - 6 6 5 5 3 B 5 4 - - 12 12 12 12 12 12 12 12 12 12 11 95 12 12 i5 9..FE 9'-0' 12 10 10 5 35 - 6 6 5.5 .5 35 3 12 10 9 4 - - 6 6 45 4 3 3 1210 4 3 - - 6 6 45 4 3 3 6 3 35- - - 12 t2 12 12 12 0 12 12 12 I 9.5 85 t2 12 10 8 S 55 101-0' 12 10 7.6.4 - - 6 6 '5 4 3 - 12110 6 3 - - 6 6 4 .5 3 - 12 10 0 - - - 6 8 4 5 3 - 8 5 - 12 12 12 iZ 1 9.5 12 12 c2 10`8.5 75 12 72 8 7 6 5 12 10 SS- - - 6 6 4.5- - - 72 10 45- - 6 S 3-5- - - 12 is�- - - - 5 .5 4 - - - 6 5 - - - - 12 12 12 12 1D ti.5 f2 12 12 9b 8 7 IZ 12 8 S 45 ELK 72 10 i5- - - 6 _6 70 3S S 35- - - 12 t0 - - - - 0 5 35- - - 6 5 - - - 12 f2 t2 1, 9S 6 /2. 12 11 83 7 8 12 1S tS 6 5 4 13'-13' 12 10 - _ - - 6 fi - - - - 12 10 - - - - 6 4,5 - - - 12 S - - - - 0 .5 - - - - 6 4.5 - - 72 12 12 t0 HS S 12 12 10 8 .5 5S 12 OS 7 55 45 i ti'-0' 12 10 - - - - 6 S.S - - - - 12 7 - - - - 5 45 - - - - 12 7 - - - - S :S - - - 6 S - - - 72 12 12 9.5 8 G 12 12 9.5 .5 G 45 12 9.S S S 4 3 15'-0" 12 - - - - 6 - - - - - 12 - - - - - S - - - - - 12 - - 5 - - _ _ _ 6 - - 12 12 i t B 5 5 12 12 ' 12 1Z B 5.515 1 HV BLADE OR (1) HV BLADE W1 HV WINDOW BLADE WORKING IN UNISON'w .sm 17low or=1m RUDE(9 GR vale 17 t NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.AWHOFS To WAIL FLOOR OR SOLID WOOD Sa71r SKILL BE AS I1r LOW& 3.SURTIRAM SHALL CONSIST of IRE rou:aa r- -mUT110 N PINE Nd 2 w/6.045(ILLS) -I/4•. m 7API MOOR%AS MwxACfi7RID 9r LT.r.MMM W/UM=VAREIRLIEK AS PWIGAT iED -DOUGLAS FIR W/C-O.SD MDS.) EACH S£CTIM DR s4EETS 16&17. -SPRUCE P%E I34 ROM W/0-0.43(K=) EKCEPTMI SEE NOTE 2 Lal1W. _SPRUCE PPE PA SOUTH W/G.0J6(tats.) L AACIKf6 W IrYJtM COLING SF1G1 BE AS PER 1,10(0111140EE1 G TYPE U.Sf17 AND91+4LL C'ON95T OF -KL 1/2"COX PLYWOOD(1900 APF) W'SCREWS AS PER 1135 2ot2 SPECTrAD016. 4.AN r SHALL 1125E...rn ip�•AAIHG.A.OF 111E FEOOl003WTIGiv;Ah'D".PEf7nCA110:iS.OF THE =rLA . FLORIDA BUILDING CODE(Mon Nigh Velocity HUrricone Zone 0 2015 EASTERN OEIAL SUPPIY.INC. BERTHA HVTM �,,,,111INI7H,I„ Accordion Shutter System IL Eco �Nc. A.S.SLA. Itv 9)i^E g)w/OR w/o Ku vluDGwyaAne TILUT TESTING& ENGINEERING COMPANY American Shutter Systems Mv.W. pESCRIPpDp DATE DRA.N W. I« �a167 6255 kW.Stabs sv.St13.v=m mmom IfDPJ A 331 Assoclationl Inc. I OLD 11-192 4/13/15 DAM 4/13/15 I 1530.1.:(305)371-1331 4268 Westroods Drive 2 .-ma®stn•Ton+ West Palm Beach, FL 33407 3 ORAt5'ING No ' pt :'� WALTER nORA ,1"P.E 4 15-085 _rErLOrmA ue.i 44t6f y SHEEt 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & (nA HV,+ BLADES AS APPLICABLE X. SHUT—TER SP L+ 0 - FOR INSTALLATIONS10 WOOD WITH HY BLADED) L /WALL Fl1M SE LIMITED TO 105 DESIGN PRESSURE SEE SHEET 19 FORMAX—SPAN / V/4'0 TAPCM OR G Q B DE 1 & A 0 IN UNISON TAPCON WITH ADVANCED THRFADFDIW TECHNOLOGY 1/0s TAPCOH OR I. W/1 1/2'Yin.PENETRATION �; ...iAP(pN WITH ADVMCCED MRFADFORM TECHNOLOGY -�—OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF MREADED ATTR TO IDDSTING �+ FASZ1rrO MLtpOp HEAD-7c !; WOOD HEADER.(SEE SCHEDULE O.4 SHEIET 15) I m ' ' 1 OR _ a•+ (SEE SCHEDULE CN�I a ISH ay, /fa'�-2o.Jfa•ss.MACHINE 1 SoeAEE ON s¢r �1 l'. � SSCREYS G 1/4•-20 NUTS 1/4•-20I--n FAMONCA D 19�F'Jt - s i1 t'MIA. E7SRNG 1 aA=(D&QAC - MASS-{ FWuoaE N j . 71s..a MOc6RNG Mui. EA slwc M a� 2E -(DOR I 241F1DRRE LAREO qu) I 1/4-41 TAPCON OR TAPCON KTTH ADVANCEDFFAR RE017ilE0 THREPDFOREY 1 1/2' EXISTING LHSEPAIWICH t Mir. D AREA TO CLAS-I TO a/w(4E I ( I EXISIM WOOD HEADER. �__SaEnIAE 01 SHTA E7OSTu:G }---'- ELI.SEPARATION 10 E 1 T (SEE 5CHEWIE or,*SHM 15) ON SHEET 19 Pat OAS" 2".4' SOHEDUtE CNC SHEET1E) z'A+'coNr.SILL _HADES(1)a.0) - RATE REO'o. ON HV WALL HEADER INSTALLATION @HVON V EADER INSTALIATio I I I _1__._...- M1N,SEPARATION 70 LASS - DaMNO -7--- 1---r. I MIN.SEPARATION TO WADS ' ' ..._.O I �.,• 1""-(SEL SCHEDULE ON SHEET 11)....'. �Ol -•I�tSEE sCHEWIE oN 91FF7 lTf"-"" 1 2.� ItN.SfDARA7i'JH TD. , (SEE SCHEDULE CN SHEET 11) IM(X1D PCA7E I MACHINEDsc S.s. REaro• 1/4-0-2W/4-S.S. I L#SD4+-20 ,um 1 I J M - MACHAc sCRETTs w/ ,I I I 1 0 12 o.c `�"'- WA;L 1/.'-2O NUiS G 12• T a-. OR@ ` t c WOW P I f i>,LSCStull O j ( .. _ Lc w REO'O. � • M'ISiA. / ;• ',y ' -1•Min. 1 IB 1 ,t ;;: 1/a-I TAPCON OR TX-CON MTTH ADVANCED 1 n 1 ' _ pp .. 17 ' 11 .fig Tti4P,AOFORMI TECHNOLOGY W/1 1/2• Min F£NECRhTD7N OF THREADED AREA i0 1/4HA TAPCQN OR TAPCON WTTFI ADVANCED 'S.2!PIA7E TOtSTMG WOOD HCAD,7E. THRE'ADiO2U TECEENOLOCI'W/i/2• M/CHI rpm,OR j�pjE HE" (sLE"..tFf£DUCE ON SHEET 15) Md,.PEA'ETFiAn OF OC MEA 1'RO PLYwJDD \ TAPCON WIFN ADVANCED 1-SEE SHEET C FOR TYRO-L 1 (SGT SCHEEXRE ON SiEET 15) EJOSRNC MDL 2',a' 1/2'YIN. 71CREAOFORM TECHHOL04T SHUTTER,1S5f1IDLY. F�� PLYW000 TffiO'D. W/1/2'Mn.PENETRATION OF 2-MOIRiTuiG SECTIONS CAN It . 1/2'TCN.CDX PLYWOOD R.M. STUDS O M6'O.C. WALL FIN 7HRFA0-eD AREA INTO PLYWOOD COMBINED IN NY WAY 70 REO'D.PLYWOOD TO DE (SEE sOiwc ON SHEET IS) Burr At1r 0MAL1ADDH. ®HV WALL SILL INSTALLATION NC MIN.2-.4"STUDS O 16'O.C.MVY,REO'D. ATTACHED TO STUDS IN PLYT+000 TO Ix ATTACHED TO STUDS IN ACCO. -ICE ACCORamCE WITH YAM sECnaN zr�DF THE Fs.c SECTION 23Ds o;TI>E ®HY WALL SILL INSTALLATION •� 1 !{?KKs ,`- ©HV WALL SILL INSTALLATION N��^ C'' FLORIDA B11LDIMG CME(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. B RHA HV. IL 1E C O A,S■S■A■ Accordion Shutter System H.V.HARE J1 W/OR W/O KV.VANWN HANE nlurTESTING & ENGINEERING COMPANY AmBTICCn Shutter Systems ALstR„ac wTT px* Dr n,L �,�,1, ys .n1,xa,aa, ASSOCIOIIDns Inc. 1 LD 11-152 C/13A15 HATE: 4/I3/i5 Ph-,(305)571-,517.r;(345WI-1531 4268 Westrocds Drive 2 1 DRAWING No � '•, —a ax-ooaPa West Palm Beach. FL 33407 ia WALTERt AMTIUff671.91r.P.E . 15-085 FWRDA Lie.f 4"67 s SHEET P.L'� �b OA7E a 16 OF 20 nw INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR 1 HV & M HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV 13WE n ONLY SHALL BE LIMITED TO 105.0 Rsf. DESIGN PRESSURE RATIN S SHEET WALL�"" SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON _...._.� 19 FOR MAX tAP'�TAPCON AL YYY I APEAD WTIF/ACHNOLO WOOD(Mtn.)olsnRE -- - - iHRF/+DFORM TECHNOLOGY 1M000 aFA61 RECURRED. 'EDGE(IF APPUCADtE) is w!1 t/Y Mn.rrnEnAT1oN ADEQUACY- t• STRUCTURALY %4; .. f Emstv OD IsmO THREADED AREA TO HEAD To at CERTIFIED ETY y.: Emmo WOOD HEADER. Ytn YAMNE SCREWS REGISTERED ENG NEER OREXISTING w0DO 4Z(SET:SCHEDULE CON suer 15) wl 1/4'-zo NUTS ARCHITECT PRIOR To TRUSSES an -Ea-..E o 12•D.C. SHUTTERaER INSTAUATION. 1/2 lz• RASTER o zr O.C.REOUMED 1AgTAPCON OR � G APCON WITH ADVANCEDSOM I ,2yY THRFADFORM TECHNC7.00Y 3f4•Yu.SFIX. i :•'? yx[. OF 1 ifD Yin.PEHE7FtAl10H Ea (! O 911d/4' i'x4':7/H'COAL QUI.TUBE NI r= + DO IVICTHREWO AREA TO S.Y.S. I (IZOM-T6 ALLOY)w/ Ela5L07C WOOD HEDER. s.;MTI �Y•J (�SCHE0IRE ON s T 15) o s•D.C.} t or or(L7 ('g'/'c�LIG SGREU5 TO 1 or Q Or Q j LLOCATE LALAG CSCPZwS A 1 1 YDW7OTH OF OGSTgNG w000 t EXST1NG HEM 214' 1 j _ I ( YGABER.(2'Win.NOMMAL AT EACH WOTII)Wf 2'w,. CLASS I HEADER RECDUN I SO-AtunON To GLASS i o5P/G1HS TO w SLEPT I E7FA F THUD ( (SEF SC+EIrA.s ON SHEET 11) SGSTING tAREk VALID FOR f CLASS— ti(:l) AT L7NIER OF 1V13r. DWA71ATONS w=720:7 I +ify20rr I MAX.A3.0,OEM LOAD AND 0 HY WALL HEADER INSTAU.ATION SO��.EE�C EXasmu 1 To�10N B'-0'Mkt.SIS O THS d Ass To sv la Rr>TAt1Mkt. Is ONLY vAtm "I n FM U."mRO �MCDAC a sat FDR WOOD W/MiN.SPECIM ! aA�rDa rM OR '1 n E01129EMAN2 a saa n rrn CPANIY of Iso As DDEIGLA4 7�a SHM a rnR 11nc1 a umn Asmfer L11 _°oma Qg 1 OR OR pµOR N PINE Na z. 2-STM= Cm K COM10ID OHV CEILING INSTALLATION IN AW—M� Air NMALLATtOi U HV GING INSTA LATION, MN srArav1 1 E i t0aAss7� —iQOR i Haa. ! r �.SEPARATION TO� J �.� [EFNA,ION .� , , .__.....o (SEE SC!ReDOLE ON SHEET 71) , GLASSS 11 a 2X[7 tmORaD SEE 5pI�1E 1 G_-( "'--Q1 \' H'��° ` I off SHEET 17) ! I I I J I I I I I f I W -T 1LOCATION I r)ANCHOR bGSTiNC 8 I I \ F< " • 1/4.J ©. 7 �f 9{0[3/1'1470S� I I I 2'x6'NCM. May _ WASHER NFJJ iF3T ! MCA REO,LFT 2'r6•Mat WOOD SCREWS O 12'o.c (NO FINISH DECK RECOPIED(NO FINISH Ate) .. 1- I 19 EDGE OF DECK. 2' 1�— �' ,_�_._-. _ EDGE OF DECK IF IF APPLICABLE EG:^ -- APPILt E •_ w A-Pt)GASLE la 7/4'P-20x3/4'S.S. 1/A!TAPCON DR 1 PHILL S TRU55 HEAD '"-2�N.�-T= - J 1 2'[4'CONT. _ TAPCON WTTH ADVANC® Wn. MACHINE SCREWS ,/L� 1 ay TAPCON OR TAPCO71 WITH ADVANCED 'AG., TECHNOLOGY y � I 2'MRH. y.LL PLATE I W/1/4'-20 NIPS 1/1'P TAPCON OR TAPCON WIM ADVANCED THREADFORM-� L— THRMFCRY TECHNOLOGY W/1 t/2'if W/1 1/2'�PGNLTRATWH O 12'O.C. 2'MIN. PENETRATION OF niREADR/ REa'D. TECHNOLOGY W/1 7/2'Mtn.FENErRATION OF THREADED -;> THREADED AREA TO AREA 7D F?DSTI1iC W9Oo HEADER. ::; -'EIOSTI/C W70D FEAOcR. ARFA TO EXISTING WOCO HEADER.(SEE SO4EDULE ON SHEET 1S) SCHEDULE ON SH---T IS) 14 (SEE SCHEDULE ON SHE1T 75) •gE LIATaTX1!S/F USE FHHR -OYER Imo_ {V)HV WALL SILL INSTALLATION ChaN T 1s W FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone: �o'`ZERA•77��"%, ®2015 EASTERN METAL SUPKY.INC HV ` IL E C O tM�. A.S,S.A. Accordion Shutter System kv MAX gt w/OR w/o KV.WNDON afoE -a'. *y1/d`T*� TILLIT TESTING & ENGINEERING CO)APANY �ertcon Shutter Systems Dom, ,N U aw1�a u1 y�l•. A7EDF � we ;y�. ;w A.f'SaCIOtIon, Inc. 1 fslp 17-IS2 4J}Sf75 M1t•~ C/t3f75 --F Ph—:(3057871-1530.r,(30.5,4171-1511 4268 Westroads Drive 2 ''.,F tnewH>ocH— West Palm Beach. FL 33407 3 OPAWING No ''`A�f,V faNAI .1' ULTEF I Xt J.PE . 15-085 .� P.E. SEAL�S1ftA Uk/DATE Ew mA Lk 1 44167 5 SHEET OF 20 END INSTALLATIONS HV BLADE OR WINDOW BLADE INTO 2"x41' MIN. WOOD STUDS SIt4b RCOA Yd'1,94 90tSD .���_ ep•1 tures - r�tea. gnpop s w !! ,;%: x x sums omr. J r arc ' z w i +%! ` om oo a•s "rw= FX, 0Qkb� 1!y 1eLL eae m Mmasd sm Mss n res uHxmwo .•c+.;• ^, �oa0' 0 n1Am. tR•` a mn�uoc mao n wa tlumwo "alnsepi 'aa sm�a w�smi a.7 1/�t�� 1� In• 1 �n _ 1 r� wn�w�ac '/'' n.vt � avumrmj N 'M lege ole�e hw1/r s,os tana INEC,- srsro 1vr•uxro ro S 4 cna to airc,)1 c OR Qyi� C�.pP.YL"rRA t OR Q7� dr7 I�' SM MAL X w �•�•�-o•o•a. •a-OD = ©•e�-c�•��a�- @-6-0-6-8-0 END CONNECTION DETAIL 9 END CONNECTION DETAIL 0 END CONNECTION DETAIL(� END CONNECTION DETAIL(8 •�aaY tae sraz aauxx nuA lrb• �""� a/••.eum uoaes ery um Swn�r nrs — A �^ .�.�.� 4ssnc o�-� � •ivea�m+o IT nc r/t V.m en �•_ ruttrwoA a 1Y as m a,spa: � ♦�.,EE WIRATID.V OF USE F'OR In vam+ {- ____ r/2••n. Sda.E d 9Ht 4 BtA1E©ON SFEEI 19 wm9e res t!r—• / I•` D '—' _- 6L74 ok y + _ 77::Z- 4 -- �fJ CA�O't 1CR�j� o I i t @us6" ¢.. X�33.0 �}C?-n�a- •eouncn i..•w.^+cm�J w. 6.-f3-OO•U'n}�9•Q?i- �i (I��ini�nl�'a� ��Y LEs'(�-©a 0 ts- sAas ana r.sa 43-(>f•l�-p 19- PLAN i�•C+t-®•Cs�J•Q- ®•a-63•(3.0•©- aa-c�cI-�+•a 0•a-a'8'a DETAIL X END CONNECTION DETAIL ® END CONNECTION DETAIL 72 FLORIDA BUILDN CODE(Non High Velocity Hurricane Zone U111"1tlIN ®2015 EIS,ERN%ETAL SUPPLY,INC. BERTHA H 7M Accordion Shutter System-L� C A S S A . N,v.aer>E gn w/OR w/o Itu YdNDOrY MADE TILLIT TESTING& ENGINEERING COMPANY American Shutter Systems .K. vESuemnou pltr uunR er; NL k; Association. Inc. a ous s O• F Tt1TF / aus z1 /z3/ss OF PL"._e„6t.� US%V= GIMM. av1 r268 Ysroads ave xPewMMI-1530.F-:(as)s/1-1631 DRAWING No �ORIDA 4 o-Aoh 'a9d.an" West Palm Beach, FL 33407 3 NAUt74 A Tun P.E. 15-085 �l�ir,/014y••fGNt�� "RM tic.(44167 6 SHEET P.E. '�..iyi4( MtiURE/DATE 6 IS OF 20