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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 x A'r UA00.2) rbmidi C�pai1(TtenN SCIS Home i Log In I User Registration Hot Topics ! Subm11 Surcharge j Stats&Fans PubllcatWns i FOC Staff DCIS Site Map ? Links Search Busines ��'�� Professionalf. gle usRduficicUSer Approval ta Regulation PnMtxrt Amrnval ct.:m.>Paulnct or AnnlicAkwO Seerrh>Anntiryetn list>Application Detail Y "` w FL 0 fL309-R8 .=,:3� � -`^� Application Type Revision Code Version 2014 Application Status Approved Comments Archived i Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeel ey@eas ternmetal.cem Authorized Signature Bill Feeley trodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Atxordlon Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer '1 Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tiilit,3r,P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE ^i' validation Checklist-Hardcopy Received Certificate of Independence FI 4UG p5 Ct;t HV A�CpRC}I{),y C{NpN11VN1,,;[4f Referenced Standard and Year(of Standard) Standard year AST111 E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence Of Product Standards , Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuildiiig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYlIH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04129/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 �Summary of Products v.,..a FL tY Model Number or Name Description f 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 Approved for use In HVHZ:No FI381) 98 II A.S.S A.INC DAVVIGA I-06n6 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 j Other:Large Missile Level'D'.Max span is 12'-7'for 35 psf positive Fl.;i89 RB AF A.S.S.A.INC. P,F,R rSRV1G.15•�iS6,zi ASD load and 13'-0'for 35 psf negative ASD load the HV3 blade w/0 Created by Independent Third Party:Yes window blade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade i and 8'-11'for 62 psf,9'-6"for 55 Psf HV3 blade w/window blade working in unlson.Max.span for HV3 blade w/o window blade for installations Into I {Metal Stud walls is 79'for max.ASD pressure rating of+72,-72 and 84' for+64,-64 pst.See sheet 5 for others ns and ASD pressures. 89.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non•HVHZ)•Drw�15.085 ___ bottom)for storm protection Limits of Use installation Instructions Approved for use in HVHZ:No Ft" 9 R¢ 11 A.S.S,A.INC. DR VG.15-085.odi 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 16'-0"for 30 ps.r negative F1.389 R8 AE A.S.S.A...INC. P.F.It. DRWG,15-065 IjV.p;if .ASO load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HV3 blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-75 p.s.f,for metals stud mountings and 8'-0' for 110 p.s.f.for HV3 and HV1A working In unison.See sheets 7,11 and 20 respectively of installation drawin s for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No F1..369 R6 11 AS.S A INC. ORWG,I5.084.0df Approved for use outside HVHZi 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.26'-0'span at 30 p.s.r ASO load for Blade 1 NN-381) RA Ar A.S.'–,.A.INC. R C•.R. ORtvti.l5.09a.p,( — and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes ICI respectively Contact Us::1940 North Monroe Street.Tallahassee Ft 32399 Phone:850.487.1824 The State of Florida is an AA/EEO employer.Copyright 2007.2013 State df Florida,n Privacy Statement::Attcssibllily Smtement::nMund statement Under Florida law,email addresses are public records.If you do not want your a-mall address released In response to a public-records request,do not send electronic nail to this entity.Instead,contact the office by phone or by traditional mall.If you have any questtans,please contact 850.487,1395,'pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The entails 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 he e product Approval Accapts; tom'-;r I- r=z ci 2 vwurit 1•.N i.i u n," http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES- L BERTHA N.V.ACCORDION SHUTTE2 SYSTEM SHORN ON 1H6 PRDOUCT EVALWTION DOC1fAEt1T(P.EOJ HAS BEEN VERDTED FOR COLPLWNCE RI ACCORDANCE MM THE 2014(Sth EDITION)Of 1Eff ROTIDI BUILOLNG CODE TF16 ACCD(RpON SHUTTER SYSTEM SMALL NOT BE 1NSTAl1ED AT HGI1 YEtOdT'Y HURRHGNE ZONES. DESIGN WIND LOADS SMALL BE CEIERISED AS PER SEMM 1620 OF THE ASM MFXDONED CUTE.FOR A BASIC WIND bt, BECOMES BY SHE JUMSD;CIDON WHERE S>NIl11ER WILL TABLE OF CONTENTS BE NSTAtEID WITH A DRfCT)"L EY FACTS Kd-O.BS,USING ASCE 7-10 AND SMALL NOT EXCEED THE WIXDIUM(ASND.)DFS4N PRESSURE RATINGS INDICATED ON SHEETS 11 THM U,10&20. N ORXR TO VERIFY THE ABOVE CON=E.ULTBATE DESIGN WIND LOADS DET RLII ED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASO.DESIGN WOW LOADS AREA•1: FN BLADES Mae SIA BY MULTIPLYING THEM BY 0.6 IN ORDER TO COU PARE THESE W/MAA(Aso)DESIGN PRESSURE RATINGS INDICATED 04 SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER 70 VERIFY THAT COUPOfEM AND ANCHORS ON THIS RED.,AS TESTED.WERE NOT OFAR MESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR ND LOADS WAS!mI USED IN R{ER SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR CD-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H�ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WINO AND LARGE MISSILE IMPACT LOAD WAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL OTY1PlGL SINTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV ELADE(D fD214.01-03.;0715.01-0A 11007.01-05,01214.01-05.#0317.02-06.fOW9.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-2OS PROTOCOLS AND ASM E-1886 AREA - HV Et ADF n AND FN WiN00W a�F�tAI AND E-1996 STANDARDS(18SSI E LEVEL V.WIND ZONES 1,2&3)&01220.01-10 AS PER TAS 201,203&203 PROVOCOLS LARGE MISSILE (WERE AppIICABI -HA Y.9OOW BLADE 9#0503.01-95 AS PER ASM E-1886 AND E-1996(MISSILE LM O WVD ZONES 1.2,3)BASIC PROTECTION ONLY AND j 0725,01-811 AS PER TM 202 PROTOCOL TYPICAL SHUTTER ELEVATAN&NOTES ON LOOKS SHEET 5 INSTALLATION DEL-AS A-F.CONCRETE/BLOCK SHEET 6 2-W BLADE 0 AND W WINDOW BLADE® ARE ENOWEERED TO WORK IN UNISON MIN EACH OTHER UNDER THE GENERAL LNITATIONS AND CONDTIIoNS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CORCRETE/BLOCK SHEET 7 3.SERENA H.Y.ACCORDON P1S(HV SCRIMS),USED AT BLADES KNUCKLE AND FOR DIRECT mom CONNEDTION TO TRACKS SRAtL BE 111,275'AND 114XI.7Y RESPECTIVELY,410-M MINIMUM SERIES CENIERLNTE DETAILS MN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 186 lot TENSILE-STRENCOL.PHS SM A L BE COATED WITH(MI NA FIV C14 R MELD COIRNG SYSTEM AS MANUFACTURED BY APPROVED 1ENIERUM ALTERNATING DETAILS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE W WRKING ON THEIR HEAD, 4.AL ALWINUM D(TRUMOKS 901L BE A.UMNUU ASSOCMTION ALLOY AND TEMPER AS KWATED ON SHEETS 2 AND 3.MEDIUM YIELD STRENGTH FOR 6063-T6 ALLOY IS-'OO Ii AND 35.7 lei FOR END CONNECTION OCIADB 1-S,CDNCREEF�/81= SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 12 5.ALL SL'1tEM TO BE STAINLESS STEEL 304 OR 316 AV SERIES OR CORROSION REPTANT COATED CARBON STEEL AS PER DIN 50015 WITH 50 ASI MIN.YIELD STRENGTH AID 90 bt MRL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLOFt*A BUILDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO DE ASIA A-307 GALVANIZED SEEM,OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 lei MINI"YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEC3FICAMM,HTV SLADE( : 12.)3,14,15 AND 20 INSULLAMON DETAILS M-R,WDOD SHEET 16 IAV BLADE I &Qyil WORM IN UNSON:12, 13&15 INSTALLATION DETAILS S-X,W'D00 SHEET 17 B.TNS SMik N.Y.ACCORDION SNURER SYSTEM BEARS A U.S.PATENT 16'779,582.COMPONOM OF TNS APPROVAL ARE COVERED,IN WHOLE OR N PARI BY US.PATENT 05'458,173 ISSUED TO EASTERN ENO CONNECHON M7ATLS 7-12&X;WOOD SHEET 18 METAL SUPPLY,INC. 9.H SIVNL M RE RESPONSISIL Y OF IRE COESNACIOR TO VFRrY THE SOUNDNESS OF THE STRUCTURE WHERE SHURER S TO BE ATTACHED M(SURE PROPER ANCHORAGE. CONTRACTOR TO SFA/CAULK AREA 3: HI•/WINDOW BLADE t(A ONLY ALL SHUTTER fXkNPMNEA EDGES WHICH REMAIN,THRU FASTING IN CO.YIMMS CONTACT WITH THE BUILDING TO PREVENT WIND/RNR INTRUSION I TYPrAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT UUSr BEM PERMANENT LABEL IN A VM1W.E PLACE WITH WARNING NOTE:DURING PEIt�OF HURRICANE WARNINGS HOPE OWNER,TENAMr.OR ODURS,MUST PROPERLY CLOSE ALL W AND HD C ENTOWATTS aro ENGAGE OR LOCK ALL W AND M LOCM AREA 4. W WINDOW B ARF in ONLY 11.S1R1nER MMNUFACTURECS LABEL SMALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTBE{N ACCOROAVCE MATH SECTION 17109.3 OF FLORIDA BUILDING CODE ONE VSEL SARAN BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 201 EO PLACED FCR EVERY OPNG wm,45-TO COMPLY WRN sranJN 1710.8.2 OF THE FLORIDA BUILDING CODE 12.SEFBHA H.V.ACGQRCION SHUTTER SYSTEM'S INSTAlAT10N SEWL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGHAADOtS PROVIDED BY THE ftfMOICTION WFERE PEN"IS APPLIED TO. 13.(0)THS F.E.D.PREPARED BY TIS ENGINEER 1S GENERIC AVO DOE'S NOT PRCNDE INFORMATION FOR A SUE SPEGi1C PROJECT;;-WHERE THE SITE CONDITIONS DEVIATE FROM TPHE P.EO. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND NSTALLADON INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON THIS P.ED.,PRONGED HE/SHE 006 NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE S THE 0.YRRACTOR'S RESPONSIMUM OBTAIN PERMITS IN THE STATE OF FLORIDA (<)THIS P.E.D.WILL BE CONSSEe'RED MWD IF ALTERED Of ANY LEAKS. (d)SITE SPECIRC PROJECTS SIVJL BE PREPARED BY A FLORNOA REGISTERED ENGINEER OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WARD WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER NEER OF RECORD,AC71NO AS A DELEGATES ENGINEER TO THE P.ED.ENGINED?SHALL SUBMIT TO THS LATTER TREE SITE SPECIFIC OROIN GS FOR REVIEW. (e)OFW W.RLL.SHALL BEAR INS DATE AND ORIGINAL SEAL AND SCNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. . m FLORIDA BUILDING CODE(Non High Velocity Hurricane Ione VpAU L�ti•rt.1/`AAiAA� 0 2015 EASTERN METAL SUPPLY.INC. ...........LICFi�' BERTHA HVT1A D I L ECO 1 N L:. A.S.S.A.■ ■ Accordion Shutter System n A S fiY.BLADE ,W,OR W,0 FLK NINXRN HICIE American Shutter Systems TTLLiT TESTING&ENGINEERING COMPANY •.1 IEMaGEnoa wtt CRAKN Ln: Hz TE * ASSacICrtlanG Inc. I OLD 11-192 4/13/:5 IMTL• 4/13/15 Qf'.. 6135'N.W:300.R.fie.303.KgGHA GPFIXM RORDA 331 �•-1 III �ey�-•`' re�,e:(3osXa71-Is3o.F4�=t3Ds}571-1531 t Pal Beach, 33ive 2 DRAWING No r'��� ta CED uTe West Palm Beach, FL 33407 s AAAY ANAL EN A\AAS WALTER A TLLr Jr.PZ A 1 5-085 L NA MRDA U.f 44167 6 SHEET 1 OF 20 P.E. SEALYN1H/�L��}URE/DATE 3'1 TOR W Ww 4AW® a , VAFUES 1.91 1.,181•. �N•� 9 4.J77� 4. 1 • Q SOLID BL (3)HV UNIVERSAL FLOATER • 5 HV 90•/180' STARTER COVERED UNDER US PATENT$ 5458179 OUAUFlED FOR USE W/ HV BLADE(f) ® HV BLADE 1 1UA HV WMDOW BLADE* 6005-T5 ALLAY AND TEMPER OUAUFIED FOR USE W 11V 6067-76 ALLAY AND TEMPER 'SEE WITATIONS OF USE OF BLADE ON SHEET 19BLFDEQ7 . 6063-16 ALLOY AM TEMPER .37 6063-16 ALLOY AND TEMPERRr. '50", 095' k4l 2.676' 994" 670' 7.216' _ J'O.D>Z �7 HV ADJ. ADAPTER W�UP 19251 137s 3 6" - QUALIFlED FOR USE'W/ HV ©LiV ADJ. FLOOR TRACK BIAOEQT 8 OUALIFlED FOR u E w Hv ®�lY TRENCH TRACK { u �, - F 6063-T6 ALLOY AND TEMPER BLADEi OUAUFIED FOR USE W/1N OUAJFfED FOR USE W/MV 6063-76'ALLOY 0 TEMPER BLADE 0ONLY. 1� HV RAINGUARD BLADE 0 G063-T6 ALLOY AND TEMPER OUAUFIED FOR UE W/HV 6063-T6 ALLOY AND TEMPER VAi03 /.931.' BLADEi t' 1.916' VApES 1936• 6063-T6 ALLOY D TEMPER 1.917' J o (( 100' ce3' _09]. 093"' jl 'k my� 67 • 6701 1.686' $� 670 _ Y 1t HV CEILING HEADER (� 13 HD CEILING HEADER/SILL �6 w FOR USE W/ W BLADE T ONLY, QUAUFlE 60FF 83-T6 aLL0 ANO B7E vi(t ONLY gUFUFlEO FOR USE W/ HV BLADE(D - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUD SEF. SECTIONS FOR VAJDTFt'. QUAUFlED FOR USE W/ 11V 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE100NLY. T7 6063-16 ALLOY AND TEMPER r COMPONENT A 6 71 T2 x x Mx 1 r 1,0.125 L � 2' S'MCK( 1/6' T/8' 3' � 3• 10.090' 1 2- 5-WX.'0:192' 0.192" 111 SIDE ANGLES 13 1 � 2�0 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES 1E? 2.5- 7'MAX.j 0.190' 0.190" BLADE OUAUF1 F0 USE wf Ti1+ I I QUAUFIED FORBLADUlf W/HV 6063-T6 ALLOY AND TEMPER BLADE ONLY. ,,CC�� GO63-TS ALLOY AND TEMPER e7 2' S'MNLI 0.139" 0.131' 6063-T6 ALLOY AND TEMPER I FLORDA BUILDING CODE(Hon High Velocity Hurricane Zone p.TIC[f Arrr�i'r O 2015 EASTERN METAL SUPPLY.INC. .... d TM A S S A BERTHA HV P .... L�GENS�c''•• .� Accordion Shutter System *=_ SL E C O irrt:. ■ ■ ■ ■ Hv aADE {w/CR w/D Kv wroow BLADE *• �/.�/. 'Y-' = TLWT TESTING&ENgNEERINO COMPANYAmerican Shutter Systems D�Ilsp DATE OMAN ft w. S 1TA�E Of '�= fi=KW San.St.,H.355,V=M GOXEM.nDNA ui A.9socloHon, Inc. L ow 11-192 f/ts115 ONE. 4/13j15 q' C Pho ro:(SDs)07t-1530.ra:(JC}871-15]1 4268 Westroods Drive 2 D LIWING No irrpy fCOF1Dr C�\�, •-"�B-OW6719 West POIm Beach, FL 33407 3 15-085 WALnR A TUR Jr.P.E.FLOR4 SHEET P.E. 5�1:'IQIJG1CTt1 ARE/OATS �T L`i 44TG7 s 2 OF 20 4 6' 1/.'-3fAt I/9'-!D CASE 95' .. 0334' ASMS, i/oS/d(D BMfD PHIFiD 1�ctfiaSD- IXE Cr1T .mac : I u rrra FN4QL � • s _ .-�` I .� � I IS71f[D P1LR5fD ►--���- ( ( 0 9 L m 1 2 t{ ` LBU35 COS10U .9aASY CAAOER C 9t�i .f { .._•'r i K[Ti(Cf y 21 HV CENTERMATE El VSE I .323 u. QUALIFIED t &®ONLY 2 , ® HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER Ot1ED FOR USE W/ HV BLADE 1 & 1 ONLY 3 fBtiADFl T( IWE' &®ONE. Q BLRDAJUFIEEQ& ONFOR USE LY. 6063-T6 ALLOY AND TEMPER (•` AUFIID FOR USE W/HV BSE 1 ONLY 4' 6063-T6 ALLOT AND TEMPCR pM ➢ 7.55' 4,0 2 SCRTO EW 2.019' 1.763' -:360'AFRR RNETINO yet S Ds. 1/4'9-20 x+3/4' S.S THUMBR ]6F _O�RIVNur { SCEW I — *S=9414 kLArxuM(zns-n Auaq w.E ruNcE ral WW N ISM.f.ar/WM AS MANUFxiursm 6Y AwDM Purl ry FR=El"IM4 JjV MALE "T" LOCK CE 4.3c6 aamr7Ez1°a.rAr�PP¢n.MLro SLY o7�4 OR tcvu Q LOCKER FOR 'T" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY (� HV FEMALE "T' LOCK CENTERMATE HV 'T' LOCK ® HV ALTERN/� SOGK 6063-T6 USE AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV BLADE 1OONLY QVAUFIED FOR USE W/HV SLADE(1)ONLY W/HV BLADE r1 ONLY. BLADEt 1 ONLY. 6063-76 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER- 3.161 Is. D muM6nu1N esy __ '•In .063 A6Y_.21•4'..a+>!vY, -_i - ;fTn• . • � .615' C171NCM OR PTY anw"_14• 0.67• w6; _125 M i NO HD °° o OUAUFIED FOR USE W/HV BLADE 1 & A OUAUFIED FOR USE W/HV BLADE 1 &U � 6063-T6 ALLOY AND TEMPER ,S E063-T6 ALLOY AND TEMPER VAMM 12'NnG _ QUALIFIED FOR US'e W/ rN BIAQE 1 & °1 - .tµ'f-m ss art 3/e1-w t.f•' 6063-T6 ALLOY AND TEMPER j - -TFNMBRIFtN i ACEW,Tl4N9YREYS *1/2- � OyNpER cs:z RETA131 p° oR faY _ •-- _.-..___�, t1S • •N �......___ - LJ8-No, C14TNDD2 _ LOCKING ROD ' 1/4 A ® HD K QUAunEo roR USE W/HV GLADE( l� L.376 a 1 4' �— AI SI 606S T6 ALLOY AND TEMPER V HV 3f8"d-16 ACETAL / � -/—Z� SI 3p4 BY REGENT HARovravE MORTISE LO..ics sElaEs 2333 MaDK oDLr Lacrc. L'x 11a�INSTALtAT10N WILL REQUIRE A 7/16- HOLE ERIES: 5.5. THUMBSCREWS QUALIFIED FOR USE v1/Hv BLADE(D& " Dii�lR1E0 AT'SRACiCS FOR PROPER EMBEDMENT QUAUFIEDU T q BLADE© OVAllF1E0 FOR USE W/ tN BLADE 1� FLORIDA BUILDING GODE(Non High Velocity Hurricane Zone ©2015 CA57ER.N MEDI.SUPPLY,LNC. Q` '��GENSF'-9 BERTHA HVTM 771 ECO7,mC. A■S.S■1�. Accordion Shutter System 'a= Ame , Shutter S ems KY.9ADE#1 W/OR W/O FLY.WNi"N MADE *:f /Er :w Y� Ev 6cwvxv oAn nRu N BY. u4 5111 y4; TiWT T£ST1NG . ENGINEERING COMPANY Association, IAC. f 010 it-162 e/13/15 017E 4/13/15 •o•, P.:t.�... wss N.r,36m.TL.:t9.303.7 .'A CM.O Morax JJI �p-•—ELr3R �a Fhwa:(JCS)SII-7330.Fos:(305)871-13 7 4268 Westroads Drive T- O.RAW7NG No .- .I.bjt,o cci West Palm Beach, FL 33407 3 pNp ;.��``�` blUEi�A 0MI915-085 1Uff .P.E FLORO4 Ue.1 44167 5 SHEEr P.E. SEA!//SIGNATURE/DATE e 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 1/8• HV{D HV R 41 ,2 tdN :E TO BLADE P 625' Q HV BLADE t l ! ® HV BLADE to 3 ,N+nn9DN SLOE 6 5' a625�0325' ur't.Y Y.Y HV LONG RECESSED NYLON BUSHING cg�e I ,�, KNUCKLE ULADICS •o oPEeav , +1875' Y ® HV SHORT RECESSED NYLON BUSHING '- 1 ) D.DL ® HV NYLON HAT WASHER ©OR® I I 1 T I'ORr10,1 R1.7to s7so- HV WHEEL CARRIAGE NSI 302-303 SERIES I I `-' 4 4 f I j n /rz� % 6.870'x3/16'THICK NYLON WHEEL. 3 I I _l'1 = Hu A7an3w n N 2 7/e'Nat 0.188"0 AISI 302 SERIES 5.5. RIVETS 315'6 SEPAARA1NION j BETWEEN ABSADc t 3 © NV 1 3/4-ACCORDION PIN W/ JS HEAD * EXTERIOR J� opoa,.cs i L a CIN EM TON Y-T 75oCI' HV 2 3/4'ACCORt7.ION PIN W/g8 HEAD * -I 41 t7y' 'a I 1 2+/t -- i I arhN ® POLYCARBONATE IMPACT RESISTANT NV WINDOW j r _.....1 'i' f 13N TYPICAL HV WINDOW BLADE AND j (DORi 4 or 43 n I I ' ' i N.r.s. POLYCARBONATE HV WINDOW DETAIL REOU�NTS) i ©OR® I POLYCARBONATE IMPACT RESISTANT Iy 1YiNDDw I 0- fBAYER MAKROLON 3103 POLYCARBONATE in I I t2'tmt CE RESINS, Uv—STABILIZED GRADE OR SABIC 'k I To,LME INNOVATIVE PLASTIC LEXAN 103 RESIN OR I _ (SEE NOTE• F" ON SHEET 18). 0 (T) HV PIN SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR VIEQUIRUDITS) j I POLYCARBONATE SOURCES FOR ® EXTERIOR Hv BLACE. 'APICAL SHUTTER ASSEMBLY N.T.(2) HV PIN @ MAY BE USED IN LIEU OF 0 AND ONLY ATDES KONSBEXTERIOR 007TOM KNDCKLES OF FW ACCOP.DION SYSTEM W/ HV003 32s 3 INCITE•RR vmK o=atnBLADE WHEN CORRESP ONDING TO INSTALLATION "I1", SHEET 7. , TY•P_ S t 7OC2:£YOD STIPKM ASSY td7p "I'm Pi. 9,U*tit i f1 FYpRA SI1IINCpt A RT9 ASN PTA 1239°pa3, t3,4J7 P. (3) HV PIN ©OR @ LV/ 1/2- O.D. 1/15"THICK S.S. WASHER 8j0 y u0num pm 3,°nm P,x wm,w+ SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET I "71010 aw A..Y DIM t°rt f n R-A EEL CARRIAGE DETAIL 99YS P �'°a°". 412 x ^•�x YaY . MEMBLY LAYOUT FA1E or W." .rn pav 9_t mass a+owls Sur nr;irn aw DIM IM T C!01 liLMBlR AM CNA Tr1 r 57pOC:N A70t rGp M—Na 0. p.- 4w P.st. QHV _BLADE SOLID_ (l HV WINDOW BLADE DETAILS '�"wDum*'IR"P cC,m9 U°t P,). MC—L FLORIDA BUILD1Nu COBE(Non High Velocity Hurricane Zane b 2015 EASTERN PETAL SUPPLY,INC. .''L�cEni' �r�' BERTHA HVTM A■S■S■A■ Accordion Shutter System TL E C O!i.. , FLY.RADE#1 Y!/OR W/O H.V.WHNDON BALE T1WT TESi1NG &ENGINEERING COMPANY American ShuHer Systems ,EV-MP„o„ wn Duw BY NL TE OF ° KK. r 3M �o� �+: A33ociation. Inc. oLo iT-ts2 iJ13/I5 wE +/ta/ts T'fk9e:(ws)a�1-1 SSD.Fp.:(S35)H7+-sass 4268 Westroatls Drive z cC�i•..ORIDP ,: ` P:—t tumoomm„ DRAWING No w` West Palm Beach, FL 33407 s •,,, NAL�1Y 1a\a FLOM4 Ua.111.4167 3 P.E. /8t01i�URE/DATE a SH 4 OF 20 "NOTES ON HV LOCKS AND G NTERMATES: A 0 C 0 • a � N S T U •��.(� L HMMATURY CMjDMDN ill ONE W LOCK(a or�swul BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OFLEVAr LOCK or 62MAY BE USED AS AN II.,OR UOUi510E LOCK ATTACHEFOR D TO��IMOR ANY 1 7YPM.A1.TYPICAL ANTES W/(21 1/4b-30>c 1/2'LONG FIAT NERD 5.5.LIS.LOCATION OF LOCK SHALL BE AS INOICATID ON OQ� SHUTTER ATION. 2. ff DESIRED, FOR BETTER PERFORWINCE OR FOR SECURITY PURPOSES,UP 70 TWO FN OR SHALL BE ASM GATED ONS AM NMMUEOR OUTSIDE LOCK CONNECTION OF LOCKS TO CTDRERHATES LOG NOF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. tl 3CONIXM#1 OR LIMTTED . s� �s /2 6 USED W/T1R0 H.V.tOCKSh UOCNONG RDOS ARE NOT REWIRED AT�1 LITCANE POSITION,BtJT MAY 4 S 9b-f-d `ZJ• Y�+a BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS 4�OR AN ALTERNATNE DEVICE n I) MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSTDO,N). <. 0775 FN LACK ® BE USED AT CORNER CE NTERMATES FOR ANY SPAN a AND INSTALLATIONS AT ANY ELEVATION.HV LOCK or SNAIL.UE USED AS AN OUTSICE OR INSIDE LOCK, ATTACHED TO�3 CORNER CENiER`LATE W/(2) 1/4 0-20 x 1/2'LINO FIAT HEAD S.S.M.S.THO LOCKING RODS .� AT TOP h BO M SHALL BE USED.LOCAi1ON OF LOCK SHALL�AS INDICATED ON TYPICAL SHUTTER ELEVATION. 1!1! IIHOC-On MATDMUM SHUTTER SPAN SHUT BE DETERMINED AS PER SCNEOULES SHOWN ON SHEET 12. gFrh15 5. pS_`$a i 39 ONE ALTERNATE HV LOCK 90 MAY BE USED N UEU OF Nv LOCK 0 or eP FOR ANY SPAN AND �j I Y^ II$f 1KIN5 AT ANY El"ATION.ALTERNATE I.=23 MAY BE USED AS All SII OR OUTSIDE LOCK.ATTACHMENT OF 1/4'0-20x3/4'S.S.THUMBSCREW TO®OR 0 CENTERMA77S SHALL BE MMOE W/1/4.-20x3/4'ALUM. RNNUT AS SHOWNCN SECTION WE.SHEET SHEET ON LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 f C(=KS v C LOCKS AT 1/3 OF SHUTTER SPAN. - I O.MANDATORY mNortlr»! TDR KEY^TON srnNO MIA11aMC. ONE HV LOCK or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FDR ANY SPAN OR 12'ABPAE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP 1 INSTALLATIONSTO Be.AND FOR OUTSIDE LOCK.ATTACHED TO @ or 0 iYMMEMICALNCFNTERMAMS N/2) 11//4V x 1122"LONG FIAT HEAD SS. gE EJLD MS,LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAT,ON. USE OF LOCKING RODS 0 Al 0 CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MAN114TORY. DETA15 ON to& o r E N I a r L r r o x v w >< SfHEEIS is M•FULL 11 *NOTES ON HV "T' LOCKS AND CENTERMATES: OF CORNER 1 .SEWND ALTERNATE M CEFJTERMATE ONE ALTERNATE F1V T LOCK(S�MAY BE INSjAILED IN UEU OF HV LOCKS OR Q$FOR ANY SPAN AND �5-g-06•�m®°•10 @ 177STALLAT70�!AT MTY ELEVATICti.N.TERNIITE LOCiK(k3D2"O�1AAY BE USED AS/W INSIDE QR OUTSIDE LOCK ATTACHMENT OF LOCK Q9 INCLUDES VSRTC RETNPoRCiNG AS SHOWN ON SECTION M'G•SHEET 9,WNCH MUST BE 10•Z75� 7•Q3%w�1�7 CONNECTED TO Cfl�RE78M3ES 1.11 Wf 1/4'0-20 x 1.1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32• O•�• O.O• WNGNUr OR W/1/4'0-20x1-SS.M.S.INTO A 1/4'0x Sf8'RNNUTIOCK UAY EE INSTALLED AT MIDSPAN OR 12' 6 7 as 6 7 a WMAJM-ABO✓r AND BELON M(DSPAWJ.USc OF 7W0 LQCFo-RODS TOP AND EOTOM IS MANDATORY. Q'R�i��.iia®•� 8 - 9•�3a1�•�«(1�•� *STEN HD LOCKS & CET TT 1.ND LOCK W7M /NO CENNA7TS.3� DRL;ONE ALTERNATE M LOCK T&MA�YBaE, ED USN ULU OF PICAL n HV BLADE SHUTTER ELEVATION IN LOOKS OR rOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALIERIUTE!D LOCK J MAY BE USED N.T.S. AS AN INSIDE OR OLRSa LOCK ATTACHMENT OF HD LOCK A TO IS W/3 18 x 3f8'F.H.SSA--,AND INCLUDES R INFORCEJAENT INSERT AS SHOWN Of!SECItONS P.DB ANDSHEET 10.LOCK 444 BE ONSFAlEO AT WDSPAN OR 12'WXMUM BELOW OR ABOVE MDSPAN.USE OF LOCKING RODS 0 IS COMPLETELY OPTKINA- on High Velocity Hurricane ne ®2015 FASTEFW METAL SUPPLY,INC. BERTHA HVrm -'��' Accordion Shutter System /liL"Te cc o omc- ASSA. K.aaoE s,W, W/0 KV.k1NDUM QADE American Shutter Systems DISCa ,a DATEDRANN Of. UL ! - TILUT TESTING&ENGINEERING COMPANY O' STATE OF ¢+ EY3 xa x0.R x ao1,vA cvaRA¢110107 371 Association, Inc. 1 OLD 11-192 i/13/15 nA F 4/13/1 'v ! PI305}BN3P.FEx:(3os)an-153, 42&8 Westroods Drive Z ' L-15 '4 F A .`` West Polm Beach, FL 3340: I DRAWING No Z" •.•••••�`�..� NALiF A.1RUi1Y.PG . 15-085 q„r RITUAL LIAa` ttDImA LK a u,c7 6 SHEET of 20 P.E. SEALj'�0( ftIURE/DATE CRETE ANCHORS POURED CONCRETE POURED (�,MEDIAE ON OR CONCRETE'I - P D CONCRETE 511ET:f 1J) RECUItED 1/4-0-20.3/4'S.S. CONCRETE REQUIRED CONCRETE RNCHORS YALKHE SCREWS RE NM (SEE SCHEDULE ON M/1J4'-20 CONCRETE AtKL101L5 Q t$ 0K ISix wsaa+o Qi ON um'n 12{EET 13) NGIS 0 12'O.C. (SEE SCHEDULE ON SHEET 13) r , r T'- +GD• 4-2QcT//4•S.S. !Ra tkCHIiE SCIREWB .EO USING 1/4•-20 NUTS 2• O t2'0.C. 1/ E d• .2`A'HOA. ! - - - 3 � 5 � - _---•� --73 � 15 L U- II OPTION& tI II OPHOIa M _T i lrl SGf14¢Oi I ' 1 L. YR7.SEPARATION To GLASS t i a 7420 + 1 OR NQ�i—(SCE SuiErnn.E ON SIM 11)" I7O81iNC ; 0/OOtDb Q§ , WN.5D'MAn014 to CLASS 1 , '`(SEE SCHEDULE ON SHEET t+) ._..... . f�f6i1NO t 1 cvus —I ©HV WALL HEADER INSTALLATION D A HV WALL HEADER INSTALLATION + KEYSTONE E7OSnHG MOL SEPARATION TO CLASS _ GI.ISs--) -(SEE SCHEDULE 04�T 10 1 �OR URN.SEPARATION TO CLASS I 1 OQSnNC—I "•19 w�R nME9 1 `(SEE SOOXXE ON SHM 71). C1A55 W901I 19 rx ., ,- runtx07a® ExrsTT71c j,—OPTIONAL M�� � 1i{ I TJ4• itt ili I 7/4'MO.. QPE1tMAt ii 13 OR Q E D, Ii �E.O.• Ji. •= I i 19 EQ- 2 OR I�A 1._. _ I I 1/4.0-20.3/4'SS. 1• ' L OyC u�. E FICLU TRUSS HEAD 1/4.0-20:3/4•S.S.MLUPS �'•_1IORS MAC INE SCp'M USU!".. CONCRETE ANCHORS TRUSS HEAD 44C+RNE SualWS CONCRETE MCIORS 7• I L/4--2D MRS 0 12'O.C. - L(`�SCH�ULL CI W/t/4-2O NUTS O W O.C. (SEE SCHEDULE ON SHEET 13) Nia. POURED CONCRETE SHEET 13) FOURED CONCRETE OR CONCTNEfE BLCCH CR CONCRETE suic CORfCL ONO WALE FMOURm i O PctraD (S 11sc"muLE OR �F HV WALL SILLCONCRLTE INSTALLATION OR OONCRETE ULOGK WALL REOUIRED - EQ HY WALL SILL INSTALLATION ND'`FOR CAYEANAIXW°r SECTIONS; INSTALLATION DETAILS W/ 7-SEE SFM 4 TO2 711PIC&SHUTTER •E O. EDGE CSTAVCE ASSEM&Y •SEE UIRU170N5 L1F USE fD+f 2 MOUHWia SECTIONS ew DE COMBINED (SEE SPECIFICATIONS 0+1 SHEET 1J) fNftfE©ON Slie-Er 19 BY B LA D E 2E ANY WAY TO SUIT ANY INSTALLATION. onus+ FLORIDA BUMING CODE(Hon High Velocity Hurricone Zone 0 2015 EASTERN METAL SUPPLY,INC, ENSF BERTHA HV m r IL EC O �N,. A/�■�■�I. Accordion Shutter System *' = American Shutter Systems NY.t3ALE yt W/CR W/0 KV.151710(k!RACE • ry� �,,,,,/IV CEV-R.LGN DATE LXOYti DY; Y.L- �� SfATEDF zTILLIT TESTING & ENGINEERING COMPANY Association, Inc. I OLD 11-192 4JL s note 4/IJ/L5 a31S w.r,X4a.A.n..3C3. '4��cCS+' JS4�•-Cfib-r YGUMM. W 431 1L«aoo, m West Palm Beact, Fl 33407 3 DAIN G Not4268 Westroads Drive zPh (ws)an-1sw.Foi ) G\ ' -x '4SIONAELsON �2Ajr Jr. .C. SHEET 1J-08 0-00067 9 5 HDos SH E. „AIiIAT� RE/DATEP., S r 6 OF 20 $EE END WALL CONNECTIO ON SHEETS 10 do t8 INSTALLATIONS W,/ 1 HV **SEE NDTES AT L LO 1�� S. OUT IN ��IN���5 ,um E SLACK DUAIL LOW®A sir S. �j BLADE W HV CENTERMATES TM o i ®w®�®•O�® 10*�" OR SEE ENO WALL CD, NDN 10•®w©• ©•®w OOSRNG GAS DETAILS ON SHEETS 2,Q•tt/ds0'—:" I ®•®w®,®wp,p 31/�� 7• »___." 6 1/2• 7• (w�T6 him Auu OPPOSING w/�a)+/4+Tweet✓ 1/z SYMMETRYCAL a>otoas To +C+ w��® CENTERMATES CENT RM TES (!W/80T101Q h WN.SEPARAEON (4)l+D.+/a'Sus.lD TIf9E i+o.3/s•sus.0 12' W/ HV LOCK or f2S m GLASS D.C.rvu LENGNf Wf HV LOCK or AT EACH ARMC(11T) — (SEE SCHEDULE 5 * 35* 1 N �* 3 ON-1 N SxLET„� 5 r 1 1 tD•®"`��®°i®•©w HVA HVB pw®w©• 7Ow8paR to,pw HVC CLASS _moo GO."cPErE OR S 7 w 6 •7 �: (� �, coNLxETE'.c!w+u �ccvssc ®"I�t'®°'®'©°'; SYMMETRICAL 1N �6 •�7 •p-"�`Q'®" .. __._ � r--- �( - /Y � 8 -®w��®���J�cvssr 1� wE HVEROMA E 6 �CK D ©•t�8ywp.®�®.®� 1 SLE 5 w * ( ®•0-6.5-6+@ DN SHEET I1) M.NNAIL .SEPARATION` INTERIOR) TO GLASS w©' (SiE SCHEDULE INON SHEEr 11) (INIT7MM) _—_---- _-- _—_—_-- '----_—_-- fI — OUT —CONc�E J—y— RNC11ORS C O.C. a 1 —�----- ---- 0-0 n * 3 vARFs Niff -- * " ® a OUT 6 1/2-UWL SLACK oUT `* (EXIEROR, HVE HVE** HVD FLORIDA BUILDING CODE(eon High Velocity Hurricane Zone ```1`t111U1U RIr „ ®2015 EASTERN ACrAL SUPPLY.W. ro EN-SC/T�•,o� BERTHA HVT, 7 ML ECO 1N A.S■S■A■ Accordion Shutter System LTV.HAOE f1 W/Cs W/O KV.WNJDV'!ELAM /a /� * American Shutter Systems aN xtc DR rFxxpnALN R wl TIC; X _ TILLIT TESTING& ENGINEERING COMPANY •c: STATE bF ;�= "'' ""•�"`s+. •'m•tTxari "*�' "�+ Association. Inc. + OLD 11-192 4/131151 M]S.• 4/13/15 r Pnw,:(ws)s7t-tsso.r;(SC3)fi7t-ts31 4288 Westroods Drive z •. f(Q p rt. ,_,1:+mee0000twmDRAWING No Wes; Palm Beach, FL 33407 15-085 �w u-!44167 S SHEET P.E. SLWr N 1 A112£ DATE 6 8 OF 20 ` POURED,CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE T OR CONCRETE R���K'W�' OLOCK WNl REQUIRED BLOCK WALL REQUIREDBLOCK WALL REOUM / ERSaNG CLASS DOSTING GLASS CONCRETE ANCHOR —Emma GLASS 7''-- S /"'a-AssOle O.C. Thu �Jl2•Tat1 TO t4/Eu(� MDL SEPARATION T— — MTL SUY&TION SC EDULE ON SIfkT D GLA55(SEE LUN.SEPARATION EO ED To CLASS(SEE 11 FOR 9.PEE®A- SO 0 GLASS HE TO QASs(3E 93*DAE ON 94EET 1/tfi s3•WO(. ON 9£Er 19 MR 11 wR BLAIE DAH) SCHEDULE ON sKET 11 FOR HA:E,'DA•O (6063-is)ta>M 9AIFS(ti NA QJ ON 9EtT 19 FOR 1/2- lUi 9E7 1D F®LRR ON 9ELT 10 FLYN ALUM.CIDSEN (LOC AT t HADES(D&8 PLATE. L SIDE t� , BlIC6S Oh QL� r aAm(D&0 �O SDEAT 112•TAN. E�) / I 1 i USE 1'OR 2'MAX I y10"1/z —A .US I --- (iLSArvucs> E)z2'.1/6.a-2 1 ---- 110:1/2'S.O.s�_ O T6'n.Q. ALUMINUM CUP ANGLE L 0 16-O.C. -----, ----- 4 (6063-T6 A CY)AT MIONEIRNr 4 (2)1/4-0 TAPCONSS ANCHORS TO �j SEE DETAL%roRJWALL AT t'O.C.(LOCATE AT 510E CONN 0114 OR EITHER SIE OF G)) I OR 1 OR ®' SEC DETAIL%rQR 1 OR �' TO TRA-'9S SIDE comEcnoN ®a©•0-6 •®- SO=T^UM x q .®- -6 7•&•Q.�- TO TRACKS a 6.T-8 0•QTy1v. �D•®'©•®uQ.©- To TRACKS 0•0.0-0.0.0- ©•D, ®•®-®.gyp.®- �•4$-®•QUO•®- ®•®-©•®-©•®- 0-0-�•�� O-®-®•d�-®•®-®•® END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 3 END CONNECTION DETAIL f REQUIRED ORLY FOR SPANS CRZXIUR THAN 12--o- /--' POURED CONCRETE OR —lt D%STING GLASS RE URED FILOOC kiAtt C q q . ———— � l - REQUIRED --•-- ------------ Tat S6A 014 SI 1/2-S.M. ((IrrI ) �, ----------- TO aASS(= O 76• G KM SEFARAOON D/ e b------ -=--=" �1���.� ��, 1�I F an E+8% CO 1/2-LON. To AE O CsTE ---- ---- - ---- - `/°RlJ`^0- 9OGDAE ON 9EE1 / --__._. — - -- IN9EII 19 FIR ANCNCR 6 11 FOR HATE®AA \/`�'��7,aJ — T CONCRETE sma'OQ 12"O.C. / - -----.,5 -- aU 19 FOR ---- ANCHOR t /EQ -- - QR� 0016,. — -1 1eN. q — p L7 Wk EO S OR(BOR 2'MIN. 2'FAN. 4 ©AO�F7SHEETN 19 FTM t' N7R �OR�OR� VIEW v 1 OR ®' PLAN ETAIL ao o•t� ®� Z'. PaRED COMM OR ®'© ©,®- TION MOUIRET BLOCK WALL (DBV BLADE 0 HV WINDOW BLADE INTO CONCRREDUNRID (D-0 0-©•0•--0- ®- 0.0-®.®p.®- CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL® ®®-®0-®®-0•®END CONNECTION DETAIL© ©®-0 Dap FLORIDA BUILDING CODE Non High Velocity Hurricnne Zone `AA``1(�F.T!( A•Aii ®2ots EwERN METAL SUPPLY INc. �cENE = �co , BERTHA HVTM ET7mriA.S.S.A. Accordion Shutter System American Shutter Systems i{v RADE#1 W/(n W/o N V.H(NDAN aaCE L TILLTT TESTING 8 ENGINEERING CDUPANY „ °Arc ORA"DT: ML STATE OF :tr a Nx.1mn sT s.Sts 1I CODA r nett v1 ASSoclation, Inc. t OLD,it-IE 2 4113/1s DATE: 4/13/13 p' Fna c:(406)871-1s3o.Fw:{ws)sn-1 3, 4268 Westroads Driva 2 �.� DRAWING No ,c'•.• ORI G�t1; c�+:w:05719 ,m West Palm Beach, FL 3340 3 'FSS•......•'' s' WALTER A,Tu 19 4 15-085 'A.AA /ONAL E,1a` FLCR0.TALK Jr.67 P.E.'NN L1} 1 %11E/DATE FTDROA LF.t,.,67 SHEETtOF zo SCHEDULE Nt 22MIUL A2 SCHEDULE 03 MAX(MUM SHUTTER SPAN* 'L+'OR 'L--' MMA)QMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*'L+' (ft). FOR INSTALLATIONS W } Q$(�AL, OR R (R.)FOR R "L-'(It) INSTALL41ONS --_IrsTAl.ta_�crsry_ '�`4IF;L & 4r(�Or(� INSTALLATION W/ CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W1.ONE H.V.LOCK ®or©of or L(r'S4SORY POSITIVE A.S.O.DESIGN PRESSURE RATING. &)W/ONE HV LOCKSHD LOCT(6 W/ NO LOCKING RODS or ONE HV LACK or or --- As MAX.ALLOWABLE RE FOR A GIVEN NEGAtTJE CENTERLWES®&®W/ONE HV 'T• W/NO LOCTD C RODS ORWj NO LOCKING WALL A. B, C.0. E. M, N. O. P. 0, as:0.031GN PRESSURE 1L01Nc. LOCK®W/n40 LOCKING RODS®TOP & (SEE NOTES t 1t)® ODS MOUNTING F,'K&L R. S. &V. ('/ru0 FOR UOIINNN9 Q (2)F710fXQUELE TO DETERMINE MlAGMUM SPAN FOR BOTTOM SEE NOTES SRELT 7) FLOOR/CEILING G. H. I. 11,J T. U,W&X WALL MOUNTINGS(TOP/00110M)OR FLOOR/CEIUND: r� CONCRETE k%000 MOUNTING oEs>51 CONCRETE&WOOD DWALATIoNS 0 INSTALLATIONS UNOM OmGx P>CNCRETEASU & M (MN A POSITIVE AS.D.DESIGN PRESSURE RATING. ltac¢m WNL NOUN IT FLOOR/COUNG '�� WALL MOWONc raevalr DEIERMIAE MAXDtUM SPAN 1+'MOM SCHEDULE. 'pOw MOUNTING a Rriwc t GKN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. f OR C.�opa) FL CMOUNMC (.09 11 1 FL Mt umim DEfERMIK MAXNUM SPAN 'L-'FROM SCFF,.D7ULF- L4 W L- J Li- L-(4i Li (D L-Gtl Lt[:) L-(n) 0 MA)CIWM SINTER SPAN-L+-OR-L--FOR 30 OR LESS IV-w 16'-0• 16-0' 16'-V 30I6'»O• 16'-0• 30 1Ir'-0• 16'-0' INSTALLATIONS INTO WODO SHALL BE LOATED TO FINAL UWLIU14 N.LOWARE SPAN 6 EQUAL TO THE _35_ 14'-t0• I4'-10' 15'-2' I6'-0' 35 IC-f0' 14'-t0• 35 75-2' 16'-10' 105 pit.AS.D.DESIGNPRESSURE RATING. Fi NIU DETERMINED SPAN BETWEEN 1AM.)+'A 1 40 13'-10' 13•-10' 147-2' 15-2' 40 13'-10' 13-10' 40 IC-2' 15'-2• (3)PROCEDURE TO DETIIUOhE MAYJMUM SPAN FOR 45 t3'-7' 13'-1' tJ'-4' I4'-3' 43 lY^t• 73'-1• 45 73'-4' 14'-T t IN CORNER CENTFRMATE}3 MAY BE VSFD hT A1,L COMBINATIONS IN BETWEEN WALL MO1k111NG5 50 12'-5' 12'-8' 12'-6• 13'-7' 50 12'-5' 12'-5• 50__ 12'-3* 13'-Y MWNi1N0 IHSTALLAYICNS.LOCIONG SPECFICAMOKS W/FLOOR/CENJNC MOUNTINGS: 55 _ _ -I' 12'-t1' S5 I1•-10 11'-IO' 55 11'-1' �It'-11- SHALL,BE AS INOCA7T31 ON NAN iORr CONDITION J2 FOR A(.YEN POSITIVE AS.D.DESIGN PRESSURE 60 1T•-4' 11'-4• _ 60 10'-2'' 10'-1Y NOTE j5,SHEET 5, RAM.O 65 /0'-10• 10'-10' Il•-I• 11^11' 65 10'-10' 10•-1Iw 65 9'-5• t0'-1• DEIERUIN. 70 17-e- 10'-6' IV-9' ll'-5' 70 t0'-6' t0'-6' 70 8'-9- 9-4' U+-MIX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2+,MAX.SPAN FOR FLOOR/CSUNC MOUNTING 75 10'-1' t0'-1' 10'-4' il'-1' 75 id-7" 10'-1' 7.0 - 8'-9' ttDrEPT THAT MWM'JM SHUTTER SPAN-L+-OR I!STALLATIONS• 80 W-10• W-10' 10'-0' i0•-S' NIA 9'-10• 4•-10_ -L- AND MAXWM A.SD.DEMO PRESSURE RAnNG FOR 85 9'-e' 9'-6' 9'-9• 10'-5' as 9'-G• 9'-6' IF1STAi3AiICf6 I17f0 C7O1CR2TE OR CONCRETE 0.00( FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE V•LL BE LIMITED AS FOLLOWS: RATING: 90 9'-3' 9'-3' 9'-5' -IO'-I' _ 90 9'-J' 9'-3•� S � DE717210NE: 95 91-0' W-9' 9'-2' D.-10• 95 9•-0" 8'-9' I- CONNECTIONS TO KEYSTONE MOUNTING L1 MAX,SPAN FOR WALL MOUNTING IHSTA.LATIONS. 8'-9' e'-4' 9'-D 9'-7• 700 8•-9• UNITED TO +64,72 P•4.1.AND 8'-0'SPAN. SEC L7 -MAX.SPAN FOR FLD03/COUNC MOUNTING 100 _ MOUNTING©ON SHEET 7. 6'-7' 7 6 9' I15TALLATIDNS. 105 B'- -11• -9' -4• 105 W-rF-_7'-i t' 110 B'-4•_ -T-T B-7' 9'-2 110 8'-4• 7'-7• FINIAL.I41WMUM ALLOWABLE SPAN IS.EOLW.TO THE 115 W-2' 7'-3' 8'-4• W-11' 115 g•-z="" 7' SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 11+-'-LSF-''''-AND u 120 W-0' W-11' 8'-2' 8'-9•- 120 8•-a- 6•-I I' 125-- Y-10' W-•8' 0'-D' 8'-S' 125 7'-TIO' 6'-8' (F) W TO SPANAKHA D SCHEDULE WITH FINAL MAXIMUM ALLOWABLE SPAN AND NEGAIr�A.S.O.DESIGN 130 7'-r 6-s L- _e;-i:_ 13o Y a 6� WIND ZONE MINIMUM fir=RATING TO DnERUINE MAXIMUM ANCHOR 135 7•-7' 6'-2' 7'-9' 7'-S' 135 7'-7' 6'-2' SEPARA11ON t4D T-5 s'— ;-7 T-s 140 r-s s-n• ASTM E-1996 _ 145 7'-3' S'-9' 7'-5' 7'-3' 145 7'-J' 5-9• TO GLASS 150 7'-2• 5'-7' 7-4' 7'-0' 150 7'-2' S'-7' 155 T-0' s-s Y-z 6'-9' 15s 7-0 s' S 1 THRU 3 160 W-11' S•-2' 7'-1' V-7' ISO 1'-11. --- 165 6'-10' 5•-7• 7--8' 6-4' fru` 6-t0• 170 W-9' V-11' 6'-11' G'-2• 170 6-9- 175 6'-7' 4'-9' 6•-9• 8'-0• 175 W-7- ISO -7'1SO 6-6' 4'-8' 6'4• 5'-lo' 180 6�• 4'_B' J) HV BLADE 105 6'-5' C-6' 6•-7• 5'-E• 185 190 6'-4• 4'-5' 6'-6' 5--6' 190 6'-a' - -4'-5• 1956-3 ' - 4'-3' 6'-S 5-5' 195 6'-3' 4'-3• 200 8'-2' a'-2' 205 1 6•-Y 4'-1• 6'-3• 5'-i' 205 6'-l- 14'-t' FLORIDA BUILDING CM(Non High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. AtpU111UtI1rhp, B __,,. __ T/YIIMA BY1{■/TM P ?_ �=L C 0 TNG. A.S■S■AI. Accordion Shutter System FLY.BADE#1 W/OR W/0 FL1(WINDOW RADE TIWT TESTING & ENGINEERING COMPANY Amerfean Shutter Systems 0,. vvC=117N CAT ,�,,,,,,. HW.3SC St.sro,33,VRGHA GUMEM,nr1ROa 331 Association, Inc. I CLD 11-192 4/13/15 OaIE: 4/13/15 Or' L'C- Ft—;(60 WI-Isco.Fe,;(313)67/-1571 4269 W6stroods Drive 2 ORAWlNG No STAIE �4er= 4-mu:nta_ta.Lcu-1 West Palm Beach, FL 33407 3 FCORIOP:'�a��` WALTER UJ1b.PX . 15-085 ,6 FS"........ FWMA lac/44167 3 SHEET t'.�r, `' E/DhTE a 11 OF 20 .■ . 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