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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 2 �lOti{i�{iEp2rtmmnN SCIS Home ;Lop In t User Registration ; Hot Topics l SuWAL Surcharge Stats&Facts Publications FOC Staff SCIS Site tdan Links ; Search . Busines �'� Professibia Vc� Product Approval (� USFR:eublk Uxr Regulation Proat�rtAepfr,_;Il rL•ey>P(O4llrt or Aoulltatlon Sr.vrh>dm.tirarian i kt>Application Detail Application Type Revision Code Version CED 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 breeley@easternmetai.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Pltone/Emall Category a0l Subcategory Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `f Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,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 FL.=SP.G F- 9 Ct%j,_Hy A(,:C(JitUl(>M C:y,,.�fntJhiVN ,yrff Referenced Standard and Year(of Standard) Standard YCar ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 202,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method f Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date.Validated 0412912015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model Number or Name Description i 389.1 BerttlaHV 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 Ft.3k'39 rt£3 !l ,.S,4.n.INC.t)RVQ ..S- 68.ot1f Approved for use outside HVHZ:Yes Verilled By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party Yes Design Pressure:NIA _ Evaluation Reports Other:Large Missile Level'D".Max span Is 12'-7'for 35 psf positive i 1r4s£ -F an 4' T ASD load and 13'-D"ror 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Partyz Yes window biade,S'-Z"for 110 psf ASO load for HV3 blade w/o window blade ! and 8'-11'for 62 psf,916"for 55 psf HV3 blade w/window blade working !II in unison.Max,span for HV3 blade w10 window blade for installations into I� 1 Metal Stud walls Is.79"ror max.ASD pressure rating of+72,-72 and 84' for+64,-64 psf.See sheet 5 for otherspans and ASD ressures, 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(tap and Non-HV!T Drwg 15.085 bottom for storm protection i Limits of Use Installation Instructions ' Approved for use in HVHZ:No FL.-19-BO.,.lt. Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by TndependentThirdParty:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16-0"for 30 p.s.r negative FL389 R3 AV A.S-ti.A=INi., r=1:_R, DlIvir, 1 1-69tjef oerr 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'-h"for+75,-75 ps.f.for metals stud mountings and 8'-0' for 110 p.s.f.for HVI and HV1A working in unison.See sheet,7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 BerUta-HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and , Non-HVHZ)-Dnvg 15084 bottom)for storm protection I Limits of Use Installation Instructions Approved for useIn HVHZ:No RjfR R8 II A.5S,A,INC. ORLVG-15-084.ndf Approved for use outside HVHZ:Yes Verified By:American Test•.LaborSouth Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other,Large missile.Max.16'-0"span at 30 p.s.r ASO toad for Blade 1 F1 3B9 RfI A. A.S.S.A-IN3. p P? . 6nWT-15-n8401 and 18`0*for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respeclivel� Contact Us::1940 North Monroe Street Tallahassee Ft 32399 Phone;850.487-W4 The State of Florida Is an AA/EEO employer.Copyrf9ht 2007.2013$tate of 1`101110,Y.PrNaty Statement:.Accessibility Staterment;;8�rfupd�5tatement 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 mall to this entity,instead,contact the office by phone ar by traditional mall.If you have any questions,please contact 850.497,1395,'pursuant to Section 455.275 (1),Florida Statutes,effective October 1,`2012,licensees licensed under Chapter 4S5,F.S.must provide the Department with an email address It they have one.The emaits provided may be used for Official communication wilt 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.,pleas, click be.. Pmduot Approval Accepts; OUR :.Lw aril vm i r I rt s http://www.floridabuilding.org/pr/pr app__dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES- I. NACCORDION U FSHOWN ON � EVALUATION I�SEEN VERIFIED FOR COMPLIANCE 0ACCORDANCE YM THE 2014(5th EDITION)OF THE FLORIDAEMLDCODERONStEUTRS1M HIGH VELOCITY DEM WIND LOADS sews BE CETEEWAED AS PER SECDON 1820 of THE ABOVE MENTIONED CODE.FOR A BASIC Me SP®REOURED BY THE JURSDUCDON MORE SHUTTER WIC. TABLE OF CONTENTS BE INSTALLED WITH A D00.COONMAY FACTOR Kde0.85,USING ASCE 7-10 AND SHALL NOT EXCEED THE UAX;WM(A5.0.)DESIGN PRESSURE RATINGS OaNCAlro ON SHEETS 11 THRU 1s,10&20. IN ORDER TD VERIFY THE ABOVE COEIDOICN.ULTWATE DESIGN WINO LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOADS AREA•i: ISN BLADES 0 � BY MULTIPLYING THEY BY 0.6 IN CRDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINCS INDICATED 0.4 SHEETS it THRU 15,19&20. GENERAL NOTES SHEET1 TRESSED, IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.,AS TESTED.WERE NOT OVER SA 33 X INCREASE IN ALLOWABLE STRESS FOR MND LOADS WAS J=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR C0.1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMMENTS 21-37 SHEET 3 ABERTHA HV.TL REPORTS:ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT IAN HAS BEEN VERIFIED IN ACCORDMCE WITH SUMON 1609.1.2 OF THE ABOVE MEHi10NED CODE AS PER TYPICAL SEATER AS';£111BLY 38-44 STNttT, TYPICAL WOMDOW SLADE&WINDOW DETAIL -HV MADE d /0214.01-03.{0715.01-03.11004.01-05,/1214.01-05.10317.02-06./0603.01-10 AND 10210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1886 AREA 2: EEV BLADE(1)ANO W W(NOOW BE ADIF {� AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE MISSILE (WHERE APPLICABLE) -IN WNOOW BLADE 9 10505.01-08 AS PER ASM E-1866 AND E-1996(MISSILE LEVEL 0.WIND ZONES 1,2 3)114SC PROTECTION ONLY AND/072&01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &M07ES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.COMM-TE/BLOCK SHEET 6 2 W BLADE 0 AND W WINDOW MADE® ARE ENGINEERED TO WORK IN UNION WITH EACH OTHER UNDER THE GENERAL UV/UTONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CEIRCRIETE/BLDer SHEET 7 3.BERTHA H.Y.ACCORDION IRS(KV SCREWS),USED AT MADIS KNUCKLE AND FOR DIRECT UGUNI CONNECTION TO TRACKS SHALL BE/14275-AND 114.1.75'RESPECINELY,410-HT UNUUM SERIES CENIEEOMTE DETALS W SHEET 8 STMSC3 STEEL SCREWSWITH 135.0 Tai YIELD STRENGTH AND.180 Ami Tc?61LE STRENGTH.PM SHWA BE COATM WITH BERTHA W OAOROSHIEUD OARING SYSTEM AS MANUFACTURED BY APPROVED CE MLIATE ALTERNATING OcTAMS HV SHEET 9 eCA'AW APPLICATORS.REGISTERED THEN AMERICAN SHUTTER SYSTEMS.ASsomYON.PINS MUST BEAR THE W MASIONG ON THEIR HEM. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOT AND TEMPER AS INDICATED ON SHEET'S 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Ica AVD 35.7 W FOR END CONNECTION DETAILS 1-6,CONCRET-/BUXK SHEET t0 600545 ALLOY. MAMMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE CONCRETE&BLOCK SIM 12 S.ALL SCREWS TO BE STAINLESS SIM 304 OR 316 NS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 kW MDL YIELD STRENGTH ASO 90 MOR WNL TENSILE STRENSH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEEP 13 AND SHALL COMPLY W/ROF421A BtffiDING CODE SECTION 2411.3.14. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 f DOLTS TO BE ASM A-307 GALVANIZED STEEL,OR NSR 304 OR 316 SERIES STAINLESS STEEL WITH 35 Loi M HWUM YIELD SIRENGDL ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOLLOWING SLEETS FOR ANCHOR SPEOFICAMC,W GRADE Q: 12.13,14,15 AND 20 INSTALLATION DETAIS M-R.WOOD SHEET 16 W BLADE 0&Q WORKING M UNISON: 12, 13&IS INSTALLATION DETAILS S-X,WOOD SEREST 17 O THIS BERTHA N.Y.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 16.779,582.COMPONENTS OF THIS APPIOVAL ARE COVERED,IN WHOLE OR IN PARI BY U.S.PATENT 15dW,179 ISSUED TO FASIETUN EDD CONNECTION M7ARS 7-12&X:WOOD SHEET IS METAL SUPPLY,INC. 9.O SIAL.HE T[RESTON STBUEY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SIRTER IS TO BE ATTACHED TO NWRRE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: HV WINDOWBLADE A ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTECINO 14 OCVRINIADus CONTACT WITH THE BUILDING TO PREVENT WND/PAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LAS&IIIA VLSQNE PLACE WITH LURI H WARNING TOMNG PEUOOS OF HUIICANE WARK34GS HOME OWHM TENANT.CR OTHER5,MUST PROPERLY CLOSE ALL W AND HD CENIEWAIE5 AND ENGAGE OR LOCK ALL W AND HID Lo6C5. AREA 4: W WINDOW BLADE in ONLY 11.SHUTTER WNUFACRURER'S EASEL SHALL BE LOCATED CH A RF WILY VISIBLE LOGIP.ON AT ACCORDION SEATER IN ACCO.OANCE WITH SECTION 17 ULS-3 OF FLORIDA BUILDING CODE ONE IAS2 SLWLL BE INSTAIIARON DE7ARS,METE-STUD WALLS SHEET'20 PLACED FOR EVERY OPENING.LABFU4G TO COMPLY WT04 SECTION 171&8.2 OF THE FLORIDA BUILDING CODE 12.BUT"N.V.ACCORDION SHUTTER SYSTW'S INSTALLATION SHALL COMPLY SMITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REC."VON S PROVIDED BY THE JURTSOCTIOH WTOZE PERMIT IS APPLIED To. 13.(9)THIS PLED.PREPARED BY THIS ENOHEM IS GEHEMC AND DOES NOT PROMOS INFOi MIAT10N FOR A SITE SPECF=PROJECT;I..WHERE THE SITE CONDITIONS DEVIATE EMU BBE P.EO. (b)CONTRACTOR TO CE RESPONSIBLE FOR THE SELECnon,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THS PRODUCE,BASED ON THIS P.E.D.F`W.OED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO�J THE CONDITIONS DETAILED DN THIS DOCUMENT.ODNSTRU:TION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (e)THIS P.E.D.WILL BE CONSIDERED ItTVNND IF ALTERED BY ANY MEAT (d)SIE SPECIFIC PROJECTS SHALL BE PREPARED EY A FLORIDA REOWERM ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(FAA.)FOR THE PROJECT AND WHO WILL BE RE580t&ISLE FOR THE PRWER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A D° TEO ENGINEER TO THE RED.ENG ER SHALL SUWDI 1D 1105 LATS DE SITE SPECIFIC ORWAS FOR RLMEW. (e)o0mmA7.P.EO.SHALL BEAR THE DATE AND OF40MAL SEAL AND_IC ATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. TTI r FLORIDA BUILDING CWE(Hon High'Velocity Hurricone Zone ApVVA R A.j/lAAAAiA ®2015 FASTM META,SUPPLY,INC. BERTHA HVTM ViL E C 4 N O S S A Accordion Shutter System ■ ■ ■ ■ KV.ELADE#1 W/O2 W/0 KV.WNWN GLADE American Shutter Systems DE VATr CRAA14 DY: Tt TILLIT TES INC& ENGINEERING COMPANY ��p, F'^NS OF ran x.N.3 m a.sG n Ycara rwDDs.na a 131 Assoc)aHon, Inc. I OLD 11-192 4/13/15 Iurz 4/13/15 ' --; Ferre:(305)671-1530.Fax:(305)871-1531 4268 Westrocds Drive x J: ED�occa7l� West PGIm Beoch, FL 33407 3 DFRAWTNG No AAiA�NAL NN%%V WALTER A TnUT&.P.E. 4 15-085 1 SHEET P.E. SEAINDYURE/DATE f1AN'au` ♦4107 c 1 OF 20 J'r 10R sOO/LT/OC® . VAPo'S .878' • 1Z�� 481 R 4 Mo.. n 4 0444• .OS -p0.I-- Tm.6s 465r i� 4.999•HV UNIVERSAL FLOATE7Hy COVERED UNDER US PATENT 11 5458179 OUALFlED FOR USE Wf HV BLADE iO 1�HV WINDOW PLADE' 6005-15 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 B 6063-T6 ALLOY LADE A CI)TEMPER r. i 174• 6063-T6 ALLOY AND TEMPER . -- '095• �^ N:41. .994•670• 7.226• I J-3 .(7)HV ADJ. ADAPTERWVP IZ•J ,37s non• -' _ _.0,071: .920 b QUALIFIED FOR USE Wf NV ®HV WALK-OVER TRACK BLADE C!) QUALIFIED FOR USE W HV (9)HV TRENCH TRACK ss• .T�- ©HV ADJ, FLOOR TRACK 6063-T6 ALLOY AND TEMPER f BLADE 1 gUA11FFOR USE FN QUALIFIED FOR USE Wf FIV GC63-76 AlLCT 0 TEMPER BLADE AOE(T�ONLY. � HV RAINGUARD SLADE(i) G063-T6 ALLOY AND TEMPER QUALIFIED FORU E W/HV 6963-T6 ALLOY AND TEMPER vAe3c�. 1.976• BLADE. VARIES 7.936• 6063-T6 ALLOY D TEMPER z 1.977• ec7 .__... _ .100• I' U93• .125• 1 460' n� .060• °�'L..�• � 670 0 �O9Y t .Nis_• a . v, 4 670 1.686' � �2t t ' ' A 670 - V CEILING HEAD 1 HV HEADER/SILL (13`HD-CEILING H p�SILL hLIFlEO F0, HV BIJDE , ONLY, QUALIFIED FOR USE W/HV BLADE 1 ONLY (� 6D63-TS ALLOY AND 7EMPE QUAUFIEO FOR USE W/HV BLADED - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALDfiI'- SEF. SECTIONS FOR VALIDITY. QUAJJFlED FOR USE W/ tN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE 10 ONLY. 6063-1`6 ALLOY ANU TEMPER ,D COMPONENT A 0 71 72 NY WL! 1• '. a3" 27 Z• ;0.725- i 2' S'MA,tk 1/8• 1/6• J• 3' +0.090• @ 2• 5•kM.t 0.192• 0.192' t® SIDE ANGLES i �O CORNER POSTS QUAIJAED FOR USE W/W19' 2.5• 7.1,.'0.190• 0.196• BLADED ' OUALIFlED FO USF W/HV + OUPllF1EDB�EM FOR USE W/FIV 6063-T6 ALLOY AND TEMPER BLADE1 ONLY. 2• S•MA%.I 0.,391 0.111• 6063-TS ALLOY AND TEMPER G063-16 ALLOY AND TEMPER n` FLORIDA BUILDING CODE(Non High Velocity Hurricane ZOne E0 p.TIL(jT''.,� 0 2015 FASTTRIT METAL.SUPPLY.IAC. Z7 ENSF Mo BERTHA HVTA,IL. ES. A.S■S■A■ Accordion Shutter System - *= ItV.R!M E$1 W/OR W/0 KV.WNDOYJ RAM TILUT TESTING& ENGINEERING COMPANY American ShuNer SyStBTnS OF ¢_' aa=H.K.3VX SL.S..375,VMGM COMM.FLORV1 33, As90CIofiOn, Inc. , OLA ,i-,s2 y13/15 ME 4/13/15 STATE W r _ q � �tr` P.—:(305)671-1530.Fc.:(305)871-1531 4265 WestrOads Drive 2 DRA'NING No p' F5 LOiil�r'��.` •I:4.�wc� Viest Palm Beach, FL 33407 s 15-085 SIONALFC"o ` WKTM itu,ci s P.E. S��rKt/GJGMt1 iE/DATE 6 SHEET OF 20 4.576' 4r ,03u i IGD 7 1700R76Own. ,//4•-2p S• .745•....•- C S-1XL GWO)PAIN1ED TtttaDtO CfS( p4 I w u m.7 MIX r .ar - -_ �ri. � o .,475• n c 1 2 578 �' (( & (Of`04 PIATW) LOIIASS C11ew -�CM-M Zia p 14• - a.tSt• } '� - Kp5 (OM911C Nt- H ® HV EGRESS LOCK QUALIFIED FOR E 1 do®ONLY FOR USE HV ING-CENTERMA19 HY BIAtlE 1 & t ONLY ° a I - O USE Wf NV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER ��QRNER CE BLADE 1 &®dNLY. @lAf]£ 1�EC ONIY- 606S-T6 ALLOY AND TEMPER AUFTED FOR USE W/HV BLADE 1 ONLY 15,6063-T6 ALIAT ANO Tl]IP[R P.AStM.'5M SCREW 60'AFTER RIVETING ` o� o a 1" ec• 1/4pa-20 x+3/4" 1/4"0-20 RIVNUTs S.S.LTHUMBSCREW 'k$MM 9N,NAWN"(2024-T3 ALLOY)LOSE rLxfx 1191 -F s s>r bursal.Fwar/ox2°As uwuPrtvuam flr AN E3 I--"AW4 _ Ckaw 70111"PAMPPDJY.MV JEW 0764 OR COWL PLAN ri 140a A"0f (@ HV MALE "Tp LOCK CENT A� ) ps6s © LOCKER FOR "Tp LOCK CENTERMATE OUAUFIED FOR USE W/IN BLADE 7 ONLY HV FEMALE T" LOCK CENTERMATE V "T" LOCK HV ALTERNATIVE LOCK OUAUf1ID FOR USE W/HV @LAD=OONLY 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE MONLY W/�g�E 0 ONLY.USE QUALIFIED BE ADE�{)ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPEBR� 19,17 '917, -- __ 3,161 1 L I 2 B R;uu6EEua - per• is f 51 MEY DER OR .214• 0 'O6Y' Rf1-(0'LIN TER .214' .54V =r � ie -- o' � 1^ n1 a.e7s•Lrn. HD CENTERMATE O 0 ,!2 C E ` S �aa o r Tzs Maa Ol1NJF7E0 FOP.USE W/HV BLADE 1 do A QUALIFIED FOR USE W/ETV BIADE I & CENTERMAWS INSERT 6063-T6 ALLOY AND TEMPER 6063-T6 ALLCY AND TEMPER r� 6 OVAL1 VW.ES,12'M71. F60FOR USE W/ NV BLADEW&&`ry 6063-T6 ALLOY RANO TEMPER I -lC6µ'RL'WSCAEllS tl/2• E — (rnp,lyR oR!n;;;M Lha tl- ,/4'p (4 ISD LOCK EDV WADE O7 f-IV /$"�-1 CETAL IJ/f iSL 1 fop 0-20 AIS) 304 By REGENT HARDWARE MOMSE LOCKS SERIES 2�333 hoox DOLT LOCIL Q 6C63-16 ALLOY AND TEMPER / SERIES. S.S. THUMBSCREWS OUAUnED FOR USE W/HV BLADED& 0 DRILL 0 ATAnTRACKSLFOREOUIRE A.RO ER EMBEDIA-1:NT QUALIFIED F 1 it 4 BtAOEQI 16- HOLE OUALIFLED FOR USE W/ EN BLADE 10 F(-OMDA BUILDING CODE(Non Hi h Velocity Hurricane Zone �'F ,L-1 NE J�i0 2015 EASTERN rAL SUPPLY,INC. �.cFasF '9 ` BERTHA HVTAI TU7E Co INC. A.S■S■A. Accordion Shutter System rc S American Shutter Systems KV,RAX#1 W/OR W/0 H.V.WWW HALE •tC: ¢f Y !Y. 9E3C9P1W CATC UPJ.bN 17T :4+ti TILLIT TESTING & ENGINEERING COMPANY Si k7� Association, Inc. CLD 11-192 4/13/15 RZ 4/13/15 6355 tae.lap.7:.1.L.3=1 11R , M aa. 41 nAllok 331 • Qs--�C✓R -(j~2 Fhm .(ra)871-75}0.FM:(305),97t-1531 4268 Westroads Drive 2 '�'% .t''••-......•• ,-p,o;t:w:�o:a.1>„„ 'Nest Palm Beach, I-L 33407 3 DRAWING Na yTEp ",.P.E. 15-085 N rnnnlNuul 1LORM EC 144167 3 SHEET P.F. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR - HV Q HV 41 a/a� 12-Ilea. CE 825'(D HV BLADE 1 ; I TO etAOE P 1 .1873"x— _. ® FfY BLADE IA 3 W x.KDOW BLADE .0825' Stoma,_n =3 0625" ® I1 a BL„�•s 675' Y HV LANG RECESSED NYLON BUSHING 22^� I n KNUCKLE •� •0625". i, F a (TYP) OA625' ® HV SHORT RECESSED NYLON BUSHING 33 ® HV NYLON HAT WASHER (DOR® `" I133 MT R'•' •"•� CLrAR ® HV WHEEL CARRIAGE AISI 302-303 SERIES I [ r'.a i V /-2. X 11 n 0.870'x3/16"THICK NYLON WHEEL. 3 I I -® n "�� 2 7/8•MK W mmow 0.188'0 AISI 3D2 SERIES S.S. RIVETS 315-0 s r�aa4 03 a.7— ,iV I 3J4'ACCORDION PIN W/ Es HEAD * EXTERIOR I �J_ o OP 5 s/BErWEEN s -r I I 7� on M ® HV 2 3/4'ACCORDION PIN W/I'8 HEAD '� .I 41 �t7R'0.,� �I I 1 POLYCARBONATE IMPACT RESISTANT HV WINDOW I I ��A j TYPICAL HV WINDOW BLADE AND ' I POLYCARBONATE HV WINDOW DETAIL i ! ® is it ' ®OR Q 4 or ((SIE NOTE EOR REOUIREI+CH15) j (DOR® I *POLYCARBONATE IMPACT RFS1SrAM HV-WL100W i I BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC BY PIN REOWREMENTS AT EXTERIOR BLADE KNUCKLE FOR1 ro B1AnE INNOVATIVE PLASTIC LEXAN 103 RESIN I t I j o 0R `II I (SEE 1407E 'F' ON SHEET 19). TEiI • (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR i i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR HV BLADE. TYPICAL SHUTTER ASSEMBLY ` • I EXTERIOR •m,cni Pe.+.• IYRCtL PPSO(16 .TNosy N.T.S. HV PIN CR((��A7 (2) HV PIN @ MAY BE USED IN UEU OF E)AND ONLY AT Exre�ilOR .•. �^ EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D oOa24' SLACE'S KNUDU. rreaal (SIE NOTE FOR 0—M nte,0.2 oou WM' B.w1 ro/,+ BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7. 04 w—'> REOVIREMEHTS)TYP i -1f {1iXtWAi.STRFTFM A 11fID AStP BiPP ,13e0 paS(_) F1V P1N @ OR ®LV/ 1/2' O.D. 1/16" THICK S.S. WASHER E ? ; ; tafxraeu{Avins )stNmPo t,POCPSHALL BE USED FOR DIRECT M011NT INSTALIATLON PER DETAIL X, eSeecc SHEET Asv ax ,e rt-ems n rt-cam I L �a�..crrrr�s WHEEL CARRIAGE DETAILDV Y Asn,02was: aae s uY . ASSEIABLY LAYOUT we or Bk o AM DGM C-,C= C-,I.= Sur r)alwN LSM(I'M Im T Bel T > ASM Mn liNSt[51lIO�CnI om•W AS:Y'= P $— C P.J. i�HV BLADE SOLID & lA HV WINDOW BLADE DETAILS °�""�'W°"`"4' FLORIDA BUILDING COUE(Non High Velocity Hurricane Zone 2015 ERSTERN LfETAL SUPPLY,INC. RA ''i ! is ���r''- BERTHA HVTM CA■S■S■A■ Accordion Shutter System �LIE M�o ,,NC. TLV.SLAM#1 W/OR W/O HK WINDOW BaDE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems BfS RON BATE DWYH SY. UL /ATE OF '*` am RK.��r ��.I eeom ncsu a„eI Association, Inc. , OLD 11-192 4/1s/15 DATE, 4/13/16 rnw<:(ws)an-Tsso.re,:(305)871-1"f 4268 Westroads Drive s West POIm Beach, FL 33407 s DRAYANG NAU s/o'......•G��`\ ®-DD�B�,4 15-0 !1/AI E� "`� W41D A TYL7 k.P.L P.E. Sr�1t!/610k`�%RE/DATE „'67 s SHEET e 4 OF A e e o •r4J a Y N s a u NOTES ON HV LACKS AND CENTERMATES: 1.MMMAMM CQMMQN it.,ONE tN LOCK @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OOR1210H�.FAN LOCK UTTER or 921NY B£USED AS AN OF SH SPANFINSIDE OR OUTSIDE LOR SPANS UP TO tAND rDR m-TwAToWs 4T ANY K,ATTACHED TO T OR Q 1 I n EsELEVAT1/4'0-20 x 1/2'LONG FLAT HED S.S.4S.LOCATION OF(ACK SHALL BE AS INDICATED ON OQOa TYPK:AL SHUTTEti ION. 2. ff DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TWO HV LOCKS¢ , OR HAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CFNfERIIATEs OR&SHALL BE AS INDICATED ON NOTE(/)ABOVE LOG ON OF LOCKS SMALL BE AS INDICATED ON TYPICAL SHUTTER'ELMTIDH. f Own,ONLY WHEN U60MM CONDITIM STAR UMffEQ MANDARW CONDITION N _ 3. w/Tvao H.V.LoaLSk LOCKING RO()S ARE NOT REOIRREO aT uRRiGLVE POSfNON.BUT MAY 4 g-0-(fLr cg'<'!� BE USED IF DESIRED TO ENHANCE SHARER 1'ERFO CE LOOMS RODS Qq OR AN ALTERHATVE DEVICE MAY ALSO HE USED AT STACKING POSITION (NON HURRICANE POSITION). A - 4,16114nKfORY CONDITION ft ONE IN LOCK 0 6 SHALL BE USED AT CORNER CENTERMATES FOR AW SPAN AND DMAUAM04S AT ANY ELEVATION.HV LOCK or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED 70®CORNEA CENTERMATE W/(2) 1/4 6-20 x 1/2'LONG FLAT HEAD S.S.MS TWO LOCKL40 RODS •� _I TJ --4 AT TOP&BO M SHALL DE USED.LOCATION OF I=SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. q� MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. V f 1 tis b 5. fl VALID ONLY FOR MY e swiff ONE ALTERNATE HV LOCK MAY BE IN UEU GF HV LOCK or FOR ANY SPAN AND Y¢ IHSI TIONS AT ANY ELEVATION.ALTERNATE LOCK MAY BE USED AS A7 NSIDE OR'OUTSIDE LOCK.ATTACHMENT Y � +Iva I aGS OF 1/4'0-20x3/4'S.S.THUMBSCREW TO(a OR @ CENTERMATES SHALL BE MADE W/1/4 C-20.3/4`ALUM. � --may b�� RNNUr AS SHOWN ON SECTION HVE SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHITTIER SPAN OR TWO C_ LOCKS AT 1/3 OF SHUTTER SPAN. ?® 16,M UIETUfY CONDIGN FOR K6YSTOHE-MOUNTING NSTAIATIDTS: ONE TN LOCK or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP la 4 j TO 96,AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK 6 or®"®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO e3 or @ 5YUMETRICAL CENTERMATES W/(2)1/4'-20 x 1/2'LONG FIAT HEN' S.S. SEE END ttt NS LOCA-DON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAr.ON. USE OF LOCKING RODS 0 W/(1� O-CONNECTION o r c Y 1 x Y r o ■ Y k x ` OR(D TOP AND BOTTOM tS COSIPtETEIY KaVDATORY. SHEETS 10 h `1 18TMP.FALL " *NOTES ON FIV "T" LOCKS AND CENTERMATES: HEIGHT. xiorx CORNER 09�Sb AND CE 1. CEMERMATE ONE AL773iNATE HV'T'LOCK Q MAY BE INS'jALLED IN LIEU OF HV LOCKS OR OS F'OR ANY SPAN AND �ay®a 10 m I S7AlUTION AT M7Y ELEVATRNJ.ALTERNATE LOCKKE(RS-O Y BE USED AS AN INSIDE OR.OX LOCK ATTACHMENT V` v OF LOCK t$INCLUDES USING RENFORCWG LOC dj,AS SHOWN ON SECTION MG,SHEET 0,ANKH MUST BE 10' m •( aa 17*�oa _-•,- CONNECTED TO C£NiERMATES ANO W/t/4'R+-20 x 1 1/2'LONG SS THREADED 801E Wf 7/8`0 z 3/32' / •�• �•O•� YANGNUT OR W/'1/4'm-20x1'SS.M.5.TATO A 1/4'0x 5/8•.RMIUT..LOCK MAY E£INSTALLED AT MIDSPAN OR 12' 6 7 @-@-o 7 on UAXUUEI ABOVE AND BELA'8 MIOSPAN.USE OF TWO LOCTONG RODS @ TOP AND BOTOU IS MANDATORY. 8 - s• ®�•�5��• *NOTES ON HD LOCKS & CENTERMATES: 1.MTD LOCK 94 NO CflO6lYATES(M ORS W/J .ONE ALTERNATE 110 LOCK pT MAYBE USED IN UEU OF TYPICAL 1 HV BLADE SHUTTER ELEVATION IN LOCKS v OR Q4 FOR ANY SPAN AND D1muADONS AT ANY ELEVATION.ALTERNATE IED LOCK @ MAY BE USED AS AT DOM OR QUI LOCK ATTACWENi'OF HD LOCK 0 TO 0 Is W/3 f8:3/8'F.N.SS.U---AND INCWOES REINFORCEMENT INSERT AS SHOWN 017 SECTIONS NDB-HVB AND IOC-.HDC,SHEET 10,LOCK MAY BE RMALED AT MUDSPAN OR 12'MAXIMUM BELOW OR ABOVE NIDSPAN. USE OF LOCKING RODS @ IS COMPLETELY OPTIONAL on High Velocity Hurricane ene, ora SER A.T/�C% 0 2015 ENSTURN METAL SUPPLY.INC. r� -- BERTHA HVI m �\ccNs� �- A S S A Accordion Shutter System ■ . . . )tv iIADE i,w/CR who tLv WlwoAr autE ms D>Scw"C" Car "A"W. ML S IIL.LIT TESTING ENGINEERING COMPANY American Shutter Sipfe b` STATE OF ESQ K x F-1.11.5.3D3,x�ova ROMA 331 Association, Inc. , oLD 11-152 4/13/75 OA t a/ts/t, r�'i R --e P,«,■:(YJ5)BT1-15W0 F..:(MS)3T1-1531 4268 Westroods Drive z DRAWING No ��C�\,`� ■mW acD��o91.� West Polm Beach, FL 33407 3 E FnL7EA a TALIT' PL 3 5-085 A,,SQNAL �a� ' P.E. SEAL%'31t3kf;1UTRE/DATE FLCRiN t c 1 44167 c SHEET OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE,SCHEDULE ON OR CONCRETE BLOCK POU CON EtE CONCRETE %w 13) REWIRED CONCRETE ANCHORS tApiNE SdRYNS,S. RE REOWRW t CONCREE ANCHORS Q 8 roR ® ... (SEE SC1F)IM1LE d4 W/,/<•-20 (SEE SCNEDUtE ON SHEET 13) ISM Mwam ON SNRT 7) SHEE[13 Nl1Ts O 12'O.C. 4 WTI.1 1/4"4-20.3 4-SS, ►6a V77 _ E UAIHIWSCREWS p U51N6 1/4•-20 NUTS •-!� _ t9 Y O 12,O.C. I/ /2• I _ G O! I .230 Nax. I - -- 3 OR 5 -- •{; - -i 3 OR 15 D 0.' h f-.75f1' I �^ .-f � \.omIcITA- I i • / " `-OPTIONAL •I s rt sU•Wxeul I 1'•tt .w 1 OR 1�• LASTING I • uN.SFPARI.IION TO CLASS D05DNO waomi� 1 t' 1 MX SWAPATION TO CLASS I GLASS �(SEE SCNIEDULE ON SIIE.rr 11y"" 1`(SEE SCHEDULE ON SHEET 11) _._.-.. 'A HV WALL HEADER INSTAUATION r @C HV WALL HEADER INSTALLATION C HV WALL HEADER INSTALLATION 4 KEYSTONE Fru.SEPARATION To CAA ) C.155� • I 1 oarnNe� (SEE SCHEDULE OY SHTSr 1q I}I 1 OR ` YIN.SEPARATION TO au �S s (l�ilJl( L•snmata sm �' 1 (SEE SCHEDULE ON SLIMY It) i Ur09 eNR 9w0- h, u.�01e L� {y y aPnoNNnL � I Efl n E%6iRN0 f ' i i i iIl 1/4'bo.. Y �� Ems' �OPTIO AL _ 13 15 C 0.' D.4 I I I I /2' j EQ- \'-02 1_ _ I __)/A'0-20.3/4'$s, bol .' a PFGLI.IPS SCREWS HEAD 1/4'0-20x3/4'S.S.PFOWPS A UACY4E SCt7ElY5 USW,^. CONCRETE A4G4Q S YR HEAD WACIUNE SCREWS ",ANCHORS 1 18 I. Ile _20 NUTS o 12'OX- t-S EE SCHED LE ON W/1/4'-20 NUTS 0 12'O.C. POURED C0.4CRETE SHE f3) POURED CONCRETE J (�SCIEDUIE OH SHEET 13) ^N'^,~ OR CONCRETE BLOCK OR CONCRETE BLOCK _- WALL FMOUIRED © HV WALL SILL INSTALLATION J (SM�;EWNCREr—Di�cH REQUIREDFO V WALL SILL INSTALLATION PCtA®COMWIE SHEET 14) OR CONCRETE BLOCK WALL REOUM EO HV WALL SILL INSTALLATION ADT-TDR OOYEGN TION O. t•TID4s: INSTALLATION DETAILS W1 I-SEE SHEET 4 r4R TYPICAL SARIEtt •C D.°`®OE DISTANCE . rEZ NURAIiOtffi OF USE TDff HV BLADE ASSEMBLY SEE^x^EO'ncoaNs OI SLEET 13 2-ANY WATIO SU71 AN IN BE COLNBWEO ( ) GLACE L!ON SHEET 14 W ANY WAY TO sUT A41f INSTALLATION. puabb FLORIDA BUILDING CODE(Non Nigh Velccity Hurricane Zone ®2015 EASTEt4 UL7AL SUPPLY,INC. % BERTHA HVA, 717IL EC O ,xc. A.S■S■A. Accordion Shutter System *: rf///h�/i� American Shutters Systems Nv e l W/CR w/o Kv xtr AN W. $PATE Of TINT TESTING & ENGINEERING COMPANY cescArloR DATE HMLxV m` u.L. 9tj, Q,, GUS n.r.Xc a.St,xA YROu fXC^S.nuaw.JN, Association, Inc. ; aw 11-1 92 yu/Ns IwC: 4j Na1Hs Pf—:(305)an-1530.Fa.;(305)591_153I 4268 Westroads Drive DRAVANG No '4. ....••••••t.•�G\ •- u'«00(w..— West Palm Beach. FL 33407 3 CET-ONALN'hLY.YYY' 'ALTER AA TOWI�9W.P.E. ,s� 4 15-085 rLORGA 1k.IT 44167 5 SHEET P.E. 5611 JS>�NATURE/DAIS G 6 OF 20 coNa�1E N wHORS r —— } PourtED EIOSRNO 1 ' I la+.mlcaTn+ ' CONCRETE (SEE SCHEDULE ON SHEET u) ro SASS(a 1 OR 1 MMAX OW REOVIRED _ /..,.., met of ";Tl iattB mNO = CLASS-_. ig SrA9 6 :�_ i i i i OOSTIMCANCHOR u0 r o 1 I S 110.3/4'HEN WASHER HUBIL � 'OR 13 OR 15 ; 3/e xx Tac SCREWS O lY O.e. of 3/6 MCREIE ANCHORS 8 C. (szSCHEDULE ON SHEET 13) tlE E CLASS i i i EDGE OF �tl SlA9 IF C2AS$---+ SAB IF , � 1/2 1 E3+)GE OF APPLICABLEfef.a APNJG13tE .O. O� SLAB IIP� POURED) FLAT SCR (.'LE ON2E CET 14) '9 mAEEt CONCRETE � D. RtOCO/ E (SEE SCHfAiILE ON SHEET ti) -{1i tat a>a mMa e ♦ PCIJR4D __.. __...___ REQUIRED Z".rr'(AD CONCRETE_ANCHORS of�4tT,a ra 1 OR CONCRETE eLvama� "MED o. a (SEI samuLE ON SHEET 14) Il .TRENCH INSTALLATION AUD ONLY FOR up TO+70.-7s PSF ASD. HV FLOOR INSTALLATION fi HV WALK—OYERIN INSTALLATION OEM PRESSURE RATh FOR SPANS PER LL C� HV CEILING INSTAATION SCHERU/3. SHEET It CONCRETE ANCHORS r— --cam sr¢Tis m' v4e 'V 0 en s�uT nl i FDaSTING DOSTINO--j t Guss.. l IrDaQOGT W,/ae toms le CLAW—' Cum -ice m w .r ___�.�1 ,...yr man --.1-—. rws+W/.- neavoo 0 0� I I PG rat UP r0 W-T SM ND ( v/-1 i i i i t I PDL raa 5�.�6 u1TE+iNW _r1R: tT�TL1SMT 8 a.. b 103/4'HEX I (w)(�xmt�wru.F�a a �'T '�' —' `•' 1 ',rx TEx�SCRE s� Ooxc ssuivr—^�;, 114.3/4' HEX HEAD ASCREWSO 9'O.G _ __ 14.3 4•SA.S. ,r ' SS fes OR 1/4.0--20 S.S.MS. CONCRETE ANCHORS 1 i Ile .' M/NIT V 9'O.C. E' (SESCHEDULE Ox 1 t I SIM 11 ) 17 rn 181-yEDGE Orl',�`i�. I 2.00 ED. y ro i my(Etc mt /J :2A8 wl4r3/4'f.H.SOS. •,'r 1 APPl1 CONCRETE ANCHORS - NOTE 13(0) O 9.O.C. A Pouaeo CONCRETE— (SEE safEo RE ox on SHEET i e SHEET 13(1) ^A CG.NMEIE BLOCS! swu td) POw"Z-73 CONCRETE ON SHET_!7 ;•-•°.'.•r f$OSl RED OR COMCME BLO,"K REoulw-M KEYSTONE MOUNTING INSTALLATION UK HV WALL FLOOR INSTALLATION © HV WALL WALKOVER INSTALLATION1AO"a" O61GM PfI UIL'g`'_n pd P.tcU wuoaAf smnTER spm a•-o• GUARD IMCTAI I ATIMTHIS NDS SHALL BE l�FOR CO-WNITKW OF SECMNS RFI,OVASLE WREN N PMFORMM • ( D. EDGE TIONS CE ADIACEN!TO AN OPERABLE T.7TR' 1 SEE UM HENS EE HSt fOR 1-SEE SNIT d FOR rYFICAI.SHUnER (SEI SPECInCAR07S ON SfIELT t3) CHR.EH, H� rsxc 1A DN SHIFT 19. INSTALLATION DETAILS WZ (1) HV BLADE ED ASSIXISLY Iii Am w v sl ANY 1""Nsruuna`i'' FLORIDA BUILDING CODE(Non Sigh Velocity Hurricane Zone A.71(��T�,, ®2015 Us1ERN IVAL SUPPLY,INC. I L E C O 1 N, . ■ ■ ■ BERTHA HVTM ' F�'- ' A S S A Accordion Shutter System z-. A.S.S.A. KV.SAM g1 W/CR W/o KV.WM MT American Shutter Systems iXScwncV OATS ORA"RY, MJ TIWT TESTING& ENGINEERING COMPANY a'•. TATE OF ::w` , n ,,3=Vtm A T�,s.nao4 3Ti Association, Inc. OLD 11-132 4/13/15 DAM 4/u S2 /r5 Phw.a:(3m)sT1-1330.ra.:(s0s)sn-75] 4266 WesEronds Drive DRAWING No '•. z �� a orrd,o=u— West PcIm Beach. FL 33407 3 5-085 WALTER A'RLW x,RE. 9C'7S &RE/DATE F1A UCH.i"1677 c P.E. SSHEEP OF 20 SEE END WALL CON ON SHEETS 10 do 18 �TIN `f INSTALLATIONS W/ 1 HV ANE XM C4 IN LNC R0 ON ,H LOCKS O U 1 9D MSDNG GLASS **MADE AND/SA6 X E !A W4C®CN TOR S. 'r// BLADE W HV CENTERMATES +� TW M�o MO- I. OR SEE END Wim.CONNECTION 10•®-©• ©•1 m EXISDNG cuss y ----------------------- — -. -_---..._--.-_---.--.--- .f� 2!L-.,/L•!J•-2 I ®'Y�H'°°Q�®°°�•� 3 1/4- )• G 1/2• 7- (WW-76ALLOY)AL a,. OPPOSING A,�W/W1/awTAPcav 1/r ®�® SYMMETRYCAL 404014S 10 caNmw-'E - ( VENTERMATES c CERMA MIN.SVAA7 CN (4)/1m/z �roov3)k /fo /aS.M.S.O 12• S D.C.FULL.LENsW/ TO CLASS AT UZI ANGLE(IIP) W/ HV LOCK (SEE SCHEDULE 5 (W* IN �* 3�7 ON S4ET 11) r— - (� ��Ow©•gym®«10•®� 10 a OUT ®" * to•®"©•�°°®•®° HVA HVB ®�®�©,O�Op 10•fin HVC -PDUiiEO CONCRETE ON °'°'©w®•O ^�,I ?-------"-----------..i0-��©.�w�•�� �E%15TP7,- -"CLAW SFX�RE7E fD.aCA WAIL cLi�sRs'G �/1®����a/'®�I�w1 5)MME RT ICAL r 'N v6 •7� ����oJ�O•- -�- -- -..._.__ I--- _ _8 ®O0O•®� •OJ GlA53N O �* -�®��w A?7.SE".,R'.T70N 5 '� CENTERMA S (BEET OStH�uLe NO7.S1PRR1TICh —W®•®——— * W HV ° G �aGNAL) ®•®�O.®Q@ ON SHEET 11) SCHEDULE OPPONAL ON SH£Ei„) _- (WrOZ 7R) OUTbps:------- --' ------- -------- I c�NC1 r"NeE AITCNONS -'--�----- --"--- �a , 3 i VARIES z 2N OIL 2 a OUT c 1/2-UAX.S INC OUT HVE HVF** HVD FLORIDA BUILDING CODE(Non High Veiccay Hurricane Zone t\t\q,1i1111:1/!fh/f ®2015 EAS7M"W-TAL SWIRLY.INC. ..p: ... BERTHA HVT>., P-'��cEN A S S A Accordion Shutter System . . ■ . HV.Wa#1 W/CR W/0[IV.N1WW eunE TTLlJT TESTING& ENGINEERING CGNPANY American Shutter Systems Lh�e vno4 G,� oaA.N 15 Qi STATE Association. Inc. , OLD 1,-192 415 CAn. 4/13/ 'cry o;(J0.jH71-15w.ra: 4268 Westrocas D (s >s71_1s3, rive z RA F wt-9.1A_wm West Palin Beach, FL 33407 3 DRAWING Na oF•. toalo ���: 15-085 WOA WALTM A i'. P.E. P.E. �+ f„(�fiTPh'{E/GATE na U.144167 s I SHEET s 8 OF 20 ALTERNATE INSTALLATION W/HV "T" LOCK HV MALE FE A "T" LOCKS CE TER A S 9 LOCKERS V BLADE SEE END CONNECRON MAPS ON SHEETS 10 A 18 INSTALLATION n HV BLADE OUT iN `��° ` osucx�,NT,vRuam oN s¢r 9, W/ HD CENTERMATES AS UNVURSk 1>aAMN;ouDCODMt 6 I I IDKMa1 011 iH8 S", WY 9E 16m% a®'©•�©•®- Ir6�N1.tICN CRM.1IG 9"�N N iH6 SEE END WALL CDNIIECIION I 6EfAR5 ON sNEErs 10 a 1!! I 0-0-0-0-0-0- IN .0.0-0.0.0- wnc.r/ nim, w+occc (aDnoti4) < (araw�U p,N1an/Y�sw�.romans. i E1�cr�i tn+ai �t -__--" --_.__---_------ .. _-... f N (.)N.v. IN 5I 3 30 LOCK T(INSIDE) (m.) ��,. DR6 F— ® 5 1 2 1 �� OUT @04 2 33 3U1 oa®2 31 al 3 31 oa® * 2 Twl 20 x 1 1/2" S.S.M.. (99 MR w L7/8"0 x 3/32" WINGNUT. (w+uu4)HDB-HVB OUT HDC-HYC "LOS aNsalYs. SYMMETRICAL HD CENTERMATES �0 HY -T" LOCK (OUTSIDE} ® SYMMETRICAL HD CENTE ATES �LVG* Y,-{f N! LOCK (FXTERIORI W/ LOCK (INTERIOR) t seas sw iu]uww 2Ta_13,u0011a0L nxlcc nm �..©•.70"'®°"t�'®' 05 w.V ASow.pury I a n Wasxrr � wnoo.DM6mDaaf,KK ARSEY ©.7O•©-L.1.0•�0 1034 OR ow4_ .-..— .—•—•3-----' --•----`------ --- � *st:nollsa uomo msQ avO�,ays oa s+ala ._T van rw R1.mnlw.0 x+wma art.1 eutt O HDD-HVDsr FLOATING STACK FLORIDA BUILDING CODE Non HI9h Velocity Hurricane Ione ``�,,•�EEt R. !�C/T'�.� 0 2015 FAS(ERN MERL SWIMY,INC- E NC E BERTHA HVTM " \GHgF ..9'' —� A S A Accordion Shutter System ■ ■ Kv BIAX J1 W OR W/O KY.WINDON MADE ¢ /i✓�'� American Shutter Systems ocsoRmn N w1s calor w: 4i -o. TILUT TESTING k ENGINEERING COMPANY STATF OF ct� AsaOciation, fne. I OLD 11-192 d/lxils racr 4/15/75 114'8&,.GaEvl,fLIXt6t 5116 (565)511-1530.F:(705}971-t331 4258 Westroods Drive = DRAWING No �cS•. G\`. �w =0 '•�m West Palm Beach. FL 33407 3 "k.S�ONAL� �O0`' WN.TM&ms,T a.D.E. 4 SHEET 0 9 OF 20 08rJ P.E. SY i'�`I ZTURE/DATE`� t 44167 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE CQCIBLOCK WALL OR CONCRETE OR KN CRETE OR REQUIRED CLOCK WALLREQUIRED13LOCWALL REOUM BLOCK WALL REWIRED ExGnNG GLASS(( EXISTING CLASS CONCRETE ANCHO EXISTING CLASS �_—�...._..7 �— C 2.MIN E?DSTING GLASS Q 16'O.C. _ r 2.lOt1 — '['' ^'S WC SEPARATION r i•- —— -.5 r TO CURS(SFE LPL SPARA,ION EO EO TG UM 1 I I r�eMEgtNO TO C ASS(AE ?i EML SE7MA710N SO4MUE ON�SEET 1/,G-:3'MAX ON SHEET 19 FOR SWmUE ON 9Zr ', SQfDLIE CN(9E x ,s FOR DU,OE OAM i,FDR RADE QAAp (6083-T6)CONE. Rl'DESmk® ON SHEET 10 TCR 1/2• ON SW 19 t�'OR� OV SHEET 10 FOR ALUM.CLOSER (LOCATE SIE t ttAOFs©&Q9� r�LATCEn(L°`ASDE '�- \ I \ L FSmR d.Tit I 9IDFsme QA O O) OFO) 7 I *USE,•OR 2-MAX. I - APPLICABlF�A2•�,/8'W'-2• f10A,/r SAAB. ALUMINUM CLIP ANCIE 1 ----- f1CR1/z•S.u.$_ _-- @ 16'O.C. Q f6"O.C. _ --- ---- - 4 \ (GM.--76 ALLOY)AT MIDHVGHr 4 \ (2)1/411101TAPC0 S ANCHORS TO Cj SEE DETAIL X FUqjWNL AT!'O.C.(LOCATE AT SIDE CONNECTION OR �' EITHER SIDE oP0) t OR 1 OR �' SIDE CCEE MmECTION rOR1 OR& TO TRACKS SEE DETAL X r. 4 fi .e-(�.®. To TRACKs �s T G o.®a -tA�©'O''© ®� G. a•� SNE COhT7ECf1ON �aO 7Q.8 10.®a '®'®p1©'®� 70 ®�®'-�®'0.0— 1 'Oo0�©'®'0'®- ©'O'©a©a'{O�'®� ©•p•pa®./p,.®a eO Q�-®®^���®�A O®a®•®®�'®a1A E 0 0 3 _END CONNECTION DETAIL 4 END CONNECTION DETAIL T END CONNECTION DETAIL 02 O +=UIRED ONLY FOR S°AIIS GREATER TWN 12'-0- POURED BLOCK WACONCRETE OUu EXISMG 4 4 REWIRED 1✓J'I.SEPARATION f1 ,/2'S. _ � '------------ TO O.Ass(sm y>/ AM SEPARATIC" it M EtAMLU�OE mwo CO iJz'MRI, m aAS' --------- --- -'- 6 OR®OR j�oR QT$r'FT 19 FOR ANCHCR O CONCRETE �`` 12'O.C. / _ ON SISET 19 FOR _____ ANCHOR 0 5 13A030&0 ._ __ OR+@ O"C •-.- MIN. _ _ ED s R t OR r YIN. F4N2 FAN. F BLAB 5E fT1ii ,R@QR t0ORtqOR@ VIEW Y 5 1 OR PLAN DETAIL POURED CONCRETE OU 6• L ON CGFORETE BLOdC WAC. REWIRED `�' ' '�' O O ©=O O ®" (D HV BLADE OR dA HV WINDOW BLADE INTO 6.� 0.�. �•®.p•®o©•®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL END CONNECTION DETAIL© .®� FLQ,WpA BUILDING CODE Non High Velocity Hurricane Zone ``\,�ti��(L A•7J( ..,,, ®2015 EASTERN METAL SUPPLY.INC. ?? ' �cEN :'9-, BERTHA E VTM –�— �- A S A Accordion Shutter System L E C O fN�. ■ ■ ■ ■ l+V.anoe#1 W/CR W/o KV WHOM RADE �. TRL1T TESTING k ENGINEERING COMPANY American Shutter Systems out RPAx9 er: u.t STATE OF :'Q can nax.Dan s+.s1..xa.vamrA cu'sxs,ritXlaS y, Association, Inc. 1 OLD 11-192 4/13/15 VALE 4/13/15 s�'' Prw,e:(505)871-1530.F—(=)871-1531 4268 Westroads Drive 2 ,C�;., ORI _`���`�,• e-.,wa:w71H.cnm West Palm Beach, FL 33407 T DRAINING No WALTER A mLlr Jr.P.C. 15-085 P.£. S fN} id'A'tURE/DATE F��"LE"f"'G' 3 SHEET 6 10 OF 0 SCHEDULE At SCHEDULE J2 SCHEDULE t43 MAXIMUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* 'L+" "MUM SHUTTER SPAN*'L+' RISC Ipl_.. FrniD (ft.). FOR INSTALLATIONSCENTEMAATES or or OR -L-' (ft.)FOR R "L-'(It.) INSTALLATIONS W1 ONE H.V.LOCK ®or®or or INStALLAT1oNS W/ W CONCRETE& WOOD (1)L+:WXIMUM ALLOWABLE SPAN FOR A GIVEN & W/ONE HV LOCKS POSITIVE A.S.D.DESIGN PRESSURE RATING. HD LACK ®W/ NO LOCKING RODS or ONE HV LOCK or Or L-:MAX ALLOWABLE SPAN FOR A Gast NEGATIVE CENfERMATES & W/ONE HV W/NO LOCKI G RODS OR W/NO LOCKING WAIL R B,C, D, E. M. N,O. P. 0. AS.D.DESIGN PRESSURE RATING. ® ® ODS MOUNTING F, K&L R. S.&V. (2)PROCEDURE TO DEIZZMNE M=WUM SPAN FOR LOCK®W/T1V0 LOCKING RODS®TOP & (SEE NOTES t,ft) hyym F�tAounv+0� BOTTOM SEE NOTES t,Tt SHEET 7) FLOOR/CEIUNG G.H. I. 11,J T. U. W&X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/CEIUNG: �A1N CONCRETE&WOOD MOUNTING M My CO.YCREIE&WOOD wS LAnoNS V ut»ru M1c1E0t CONCRETE & ASA.vesm A m ocz. n Aso.o� p�7yyAlp� GIVEN A POSITIVE A..S.D.DESIGN PRESSURE RATING, WALL MOUNTING ILOIR/COLING ^� `��� cz rt,ApR/COLLw ygtNn+C DETERMNNE MAXIMUM SPAN 1+•FROM SCHEDULE t MOtLN11NG ( 3 & �.zy OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. FI V •' (.6 -) FIM ILL wou""o DEtERNU:E MAXIMUM SPAN 1 FROM SCHEDULE. L i (1) L- J L r (A L-(10 L 9 W t-UO L i(v L-(N 0 MAIDMUM SHUTTER SPAN-L+-OR T-'FOR 30 OR 16•-0' 17-0' 16'-0' 16'-0• 3016''0• 96'-0 30 16'-0' 16'-0' IMSTALIATIDNS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAM IS EQUAL TO THE 35 14'-to' }4'-10' 15'-2' 16'-0' 35 ti'-10' Ir-ID- 35 15'-2" 167-10' 105 p3f.A5.0.DESIGN PRESSURE RATING. )nMUH DLTFlZktNEO SPAN BETWEEN 1+'AND 1 40 13'-ID' 13'-10' 14'-2• 15'-2' 40 IS-10' 13'-70• 40 14'-2' 15'-2' (3)PROCEDURE TO OETERAM:MAXIMUM SPIN FOR 45 I3•-1' 13'-1' 73•-4' 14'-3' 4t 13•_1• W-1• 45 13'-4' 14�-3' t HV CORNER CENTO M1E 13 MAY BE U5�AT ALL COMBINATIONS IN BETWEEN WALL MOUN(1NOS _50 12•-5' 12'-51 12'-W 13'-7' S0 12'-5• 92•-5' 50 12'-3• 13'-1• MOUNRYG INSIALIATIONS.,LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10' 11'-IT 12'-1' 12'-11' 55 11'-10' 11-to' 55 �11"-i'- -11'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION 12 FOR A MAN POSITIVE AS.D.DESIGN PRESSURE 60 11!-4' 11'-4• 11'-r 12'-4' 60 11'-4' 11'-4' 60 f0'-2' 10'-11- ��S'SHEET 5' RATiNivn 65 101-10' 101-10' W-1' 1T-11' 65 10'-/O' t0'-70' 65 9'-5- 1D'-1' LI+-MM. 70 10'-6' t0'-6' IV-9' 71'-5• 70 10'-6' IW-6' 70 8•-9- 9-a' t+ MAY.SPAN FOR W41MOUt7RNf,INSTALLATIONS._ L2+=WS.SPAN FOR FLOOR/00LING MOUNTING 75 10'-1' 10'-1' 10-4' 11'-1' 75 10'-1' 10'-1' 745 - 8'-9' ttVCEPT THAT MAXIMUM SHUTTER SPAN_L+-OR INS ALAADDNS. 80 e'-iD' O'-10' 70'-0' iD'-9' BO 9'-10' V-10• 'L-'AND WXIMW ASAX DES-NO PR:STURE RATIM7 FOR 1 '__ 85 9'-6• 9•-C INSTALLATIONS INTO CRR CNCE OR CONCRETE BLOCK FOR A GYEN NEGATIVE A.S.D.DESIGN PRESSURE v-s- - _ 90 9,_3• 9'-3•"" SHALL BE UMDID AS FOUDKS` DEFERUME: 9-0' 8'-9 4'-2' D'-10' 95 W-o' 8•-9' AN 1- CONNECTIONS TO KEYSTONE MOUNTING Lt M .SPAN FOR WALL MOUNTING INSTALLATIONS. 95 958'-9' 6'-4' 9'-D' 9'-7' i60 8•-9' 8'-t' LIMITED TO +84,-72 p.s.I.AND 8'-D'SPAN. SEE L2 AX M ,SPAN FOR FLOOR/COLING MOUNTING 100 _ MOUNTING QON SHEET 7. INSTALLATIONS. 105 8'-7' 7-11" 8•-9' 9'-4' 105 B'-7''--~T-1i' Ito 8'-4'- 7'-7' 8'-7' 9'-2• 110 8'-s- T-7• FINAL IWIMUM ALLOWABLE SPAN ISEQUAL TO THE 115 8'-2' 7-3' 8•-4' W-)1• _ 19s W-2' 7•-3- SEPARATION TO GLASS SCHEDULE MINIMUM BLTWIII'lt+•.-Lzi•%It-w AND�s-• 12D _ 8'-0• W-n' 6•-2' 8'-9' 120 B'-0" W-71' _ AL GO WTO ANCHOR D TIMATE YIHH FINAL MAXIMUM 125 _ r-1D' 0'-8' 8'-0' 8'-5' 125 T-10' 6'-8' ALLOWADNt SPAR AND NECAttr-A.S.O.DESIGN 130 7•-8' 6•-5• 71-IT 8'-1' 130 r-a• WIND ZONE MINIMUM RATING to DETEr7MD:E MA1m4uM ANCHOR 135 _r-T 6'-2' T-9' ..7•-9• 135 7'-50 6-2' �1_40 T-5' S'-71" Y-T T-6' 140 T-5' S'-17'_ ASTM E-1996 SEPARATION 145 7'-3• W-9' 7'-5' 7•-3' 145 7'-3• 5'-9'� TO GLASS 150 5•-7' 7'-4' _r-0' 150 7'-2' 5'-7- 155 T-0' 5'-5' J'-2' 6'-9' 755 r-o• 5-511 THRU 3 i. 160. 6•-(7' 5'-2' 7'-1' 1'-7- 160 6'-11' 165 6'-f0'_ 5'-t• 7--0' G'-a' 165 6'-t0' S'-Y 170 6'-9• 4-11' S'-11• 6'-2' 170 6•-9' 175 6'-7• 4'-9' 6'-9 -8'-0' 175 6'-7' ISO 6'-6' a'-8" 6'-8' S'-10' 180 1 6'-6• 14'-6" HV BLADE 1 B5 6'-5' 4'-6' 6'-7' S'-6• 185 6'-5" a'-G' 190 6'-a• a'-5' 8'-6' 9'-b• /90 -_6'-4' _ 4'-5' 185 _S._3.._.....4 5'-5• 195 61-3' 2Q06'-2' 4'-2' -6'-4' S'-3' 20D 1'-2' '-4'-2' Z05 FLORIDA B(laDING GQDE(Mon High Velocity Hurricane Zone ®2015 EASTERN METAL.SUPPLY.INC. .`f117L7A'T)C qrr AAi BERTHA HVTM TIL IE C O iN,. /Ii■S■S■Q■ Accordion Shutter System FIV.(;T DE#1 W/OR W/0 KV,WNIDON DAM ( n American Shutter Systems LV• D«"nobi aTE Dann 9c way. e, 7ILUT TESTING & ENGINEERING COMPANY .* Association, Inc. I OLD 11-192 4/13/IS DAM' 4/13/15 N.q.30th St.5#.341.VRCM ow-I 6.RCRut 331 •— -$-�- PRIMED:(Jft)871-1530.I.:(3L15)871-1531 426B Westroods Drive 2 —:�`. —.1,tWt.tk.w West Palm Beech, FL 33407 3 DRAWING No D� .. CCR10:•GSC\`. WALTER A Tr UT x.PE N£�`S 9Nfi� . E/DATE 85 nDFmk Lae.)"767 a SHi 1 OF 20 t -9 O y o©ISIMISccQQaeoa aanancsann®aaainaa aaanann®aaaDO 8o CUMIOacaBccea9a�©aaoaaaSaaa®aa�n° cup : :ec000� MMIS M'21BBQ©oAQQa®anaon aall aage a°9�aa 0 oINEHacoBCBc© aece1Qc2 -a®Bcae�aaQcBaaBo scc�noaocaBQQOBIlCQ©Cm0©GGE3Ft0©CQGCEI�B©BCQADOGDGiQBa oQcoccaoocc cocc�acoAccocec . eoc��®aH�sao©©O III ° ac90 9a � o aaa9a o o9af9 aMam"M 'Em �ecccmanoananaanaaaaaanaaaDun a9nIII ananoun all occcscc maamaaQaa®aaaEnaa0a aaanaanaaanoanaDim annaaaa ccccocceaa®flea®�9a®aaa9aaaaaaUP aaannam9anaaaa acCOMM®cccocBc �o©cQ�a9aaQaaaaaaan0 onamannaaa Z9 ©onccc� Qoao a© co9o®cccaaBBna aaa9aaaan as amtpp� . 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N 72 f0 9 0 0 6 7 14 12 10 9 0 e' 6 6 1{ 12 10 9 B 8 B 6 B.UC IAP W/CAP t4 12 l0 9 e 7 65 33 14 ti 10. 9 8 e 6 0 14 12 10 9 D e 6 S TA+i'EA} A7)ICNO{UNI E18dEDYENT INTO F011ATD CONCE7C OF TMCON OR TA'CON WiIH ADVANCED TFOiFAtWVRY IECIMLOGY ANCHORS ANA TAPPER+ 4'-0' 14 12 ID 9 6 6 e 0 14 12 10 0 e e 6 6 14 12 10 9 a 8 B 6.5 ANdNORS S 1 3/4,AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2". 14 12 ID 9 6 e 6 4 14 12 10 9 0 6 6 4A 14 12 10 9 B 6 4 SES A.2)MAWM EXIBFDMENT OF 1/4'9 X 3/4'ILL POINTS SOLID-SET ANCHORS SITU It 7/e'OHIO THE POURED CONCRETE..NO GMEOUENT t4 12 1I) 9 6 B 6 43 14 12 10 0 0 D e 33 74 72 10 B e e 6 43INTO STUCCO SHALL BE PEOATEO.1/4'0-20 SES MAQteNE SCREW USED SKILL BE 1 1/2'LONG MNWU SFIGOLD S1u000 EO¢tt.ANO 14 12 f0 B TS 53 35 - 14 12 10 9 e 8 6 5 11 12 10 9 5 7 53 4 F.-.t3FAL•p16 K I!$FDR 1'MINm7UU FOR WALLSWITH NO Si1Kt0, N 12 10 9 D 6 G. 8 14 12 10 9 0 6 6 &5 14 12 10 19 19 8 j 5 4.5 $•-0� 14 12 10 9 0 7 4 - 14 12 10 9 0 65 S .73 N 12 10 6 85 5 35 3 AT)ON CASE THAT PRECAST SFCWE PRECAST OONCRERE PANELS,PAYERS OR ANY V9M BE FOUND ON THE'.DOSING WALL OR FLOOR 14 12 10 9 e 73 43 - 14 112 10 9 e 8 6 43 14 12 10 91 8 16 14.5 3.73 AN01104M SHALL BE LCX:ENOUGH TO REACH THE UAIN STRUCTURE MIND SAID MALL nHIBffS.ANCHORAGE SHALL BE AS NWCATED ON 14 12 93 75 55 43 - - 14 12 10 4 1 0 17.5 1 M 4 14 12 10 9 5 6 4.3 Al NOTES.AL)&A. ABOVE.FOR 06TAlUTIW6 ON Y0111.SIDING OR On WITH OR WITHOUT 91CIAL STUDS CONSULT THIS ENGINEER.FOR 14 1210 9 0 8 6 - 14 12 10 9 D 6 6 5 14 12 10 9 a 65'S 33 U5TAl1ATi0N INTI)EF WITH META.STUDS SEE SHM 20. 14 ,2 To 9 7d Ss J - I4 12,0 SS 7 3.5�4 .�i4'i2 D 63 Ss!4 ] 1412 10 9 6 6 - - 14 12 t0 0 8 63 5 75 14 12 10 a3 0 3 { - (D) 10 EUSTNDL G CONCRETE OCK:(ASTM C-90) 14 12 5 05 I)5 3 - 14 72 t0 0 05 43 M 14 12 10 0 7 1 D 3.$ S - 1/4'0]MOON OR TAP'CON WITH A ANICED THIMADi0RM TECHNOLOGY ANCHORS,AS MANUFACTURED try I.T.W.DUI DIX N t2 70 9 6 0 - - 14 12 L 0 T S 4 14 N2 10 D 73 S.3 4 3 -1/4'0 X.3/4'ALL POINTS SDUD-JET ANCHORS.AS DISTRIBUTED INT TRIBUTED BY L POS SCREW.BOLT&SPECK. N TY ILANY. 7_O. 14 I2 10 D W 4 - - 14 72 9 73 6 45 33 - 14 OZ 7 3s 43 35 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED ETY FLORIDA FASTENERS D'RELT,M. 1 4 0 TAPPER+ANCHORS AS MANUFACDIRED BY POWERS S FASTENERS,W-AND DISTRIBUTED G7 ALL POINTS SCREW.BOLL&SPECIALTY N 12 f0 65 7 4 - - 14 12 t 10 9 73 65 4 - 14 12 9 7 73 43 - -CAVY OR.ANY 07M APPROYM LICENSED OR AUTHORIZED VENDOR REGSTERFD WITH THE AMERICAN SNORTER SISTER$ASJOCATON,Va it 11 7 33 43 - - 14 12 10 0 73 53 4 - 14 IZ 9 7 8 14A 3 U T2 10 D B 65 - - 14 12 10 9 0 6 4 - 14 12 10 E 6s 5 3S - Huh B'-0' 14 12 !V 7 33 3 - 4 a E-Ki 33 4 3 - 7S.2Z 6 S 4 3 - &t)LOlN80J14 F]ABEDMEIIi RN7I)CONCRETE BI.00H OF 7APCDN,BLUE TM W/CAP ANdW(S AND TAPPER+ANCHOR$IS 1 1/4'AND TAPCON u 12 9�3 73 0 - - - is /2 9s 0 w S - - 1412 8 6 65 ♦ - - WTIN ADVANCED iHREA0FIM01 TECHNOLOGY ANCHORS S 1'. I3 93 63 D u - - 14 12 10 0 e3 D - 14 12 B 83 5 4 _ 14 12 10 9 5 - - - 14 12 10 0 75 43_- - 14 12 115 7 65 4 - - 8.2)MOCMW demMElr OF 7/4'o Y 3/4'ALL POINTS SOHO-SET ANCHORS SHALL BE ENTIRELY EMB' ED 040 THE CONCIETE BOCK NO )aIS 73 e 4 - - - Ti 11 7 55 1 33 - - 11 0 55 4s 35 - - - EMBEDMENTWIO SNCCO SHALL BE f'ER1InEI).1/4'6-20 S.S.IIACFINE SCREW USED S14LL 1 1/2'IDNG WNDNW SHOULD St12C0 14 12 B OS 4.1 - - 74 12,&S 7 SS a - - 14 RES 7 is 6 ,3 - ET05T.AND 1•LONRUW FOR WALLS WOH NO STUCCO. IS 53 59 4 - 14 12 0 7 6 4.5 - - N 11 7 55 AS 3b 14 12 10 9 7.5 - - 14 12 '10 8 65 3 - - 14 12 a 5 5 4 - - B3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAYERS OR ANY VENEER BE FOUND 04 THE COSTING WALL OR FLOOR. 10'-O' 14 1 7 S 33 - -- - 13 93 03 5 4 3 - - 10 73 3 4 3 - - - Al04V3 SHWA BE LONG ENOUGH 70 REACH THE MIN STRUCTURE OEHND SAID WAIL FINISHES.ANCHORAGE SHALL BE AS IhDA:gTEp ON 14 71 73 53 - - /4 113 9 6 5 4 - - 2.5 9.5 6 5 4 4 - - NOTES 8.T)h B.2)AEV1E FOR INSULLATIONS ON VINNYI.SIDING OR EFS WITH OR W7CHOUT META.STIAS CONSU..T THIS ENGINEER, OS B 3 - 14 12 8 &S 55 4 - 13 OC GS 5 4 3 PVR NSTAIANON LNTD EFS WITH UIETAL STUDS SIE SHM 20. 14 12 10 - - - - - 14 12 9 7 6 43 - - 14 105 7 55 43 35 11'-O� 23 95 5 - 12 9 6 45 4 ] 9 7 45 3513--7 (C) A4mms SHALL BE INSTALLED Fou-mNG ALL OF THE RELOuuDiDATICNS AND SPE fr-4T101N5 OP TIE ANCHORS MANNA-WREN. 11110 7 - - - - - 14 TOS 7 3s 4.5 - 11Z ITS 15.5 4.5 M73 - - - 93 7 43 - - 14 13 73 a S - - 12 9 6 43 4 SEE SCHEDULE BELr7W FOR EDGE DISTANCE(E0.)VERSUS SPACING RaATpN519P FOR ANCCORS 12'-0•i, 12ta - - - - - tt t2 8 es 55 ^ - - 13 tD 65 5 4 - - - EDGE DISTANCE VERSUS cpACIHo SCHEDULE FOR ANCHORS, 13 63 4.5 - - - - - - 1 33 4 e 0 4 3 - - - - 1tVill"ANCHOR SPAM=ARE VALID ITR EDGE U(S'ANCES ONDr.ATED BELOW.FOR E D.LESS 7HVm 3 THE VOAT ,REDUCE ANCHOR SPA M 33 93 _ _ -H 6 -:--- - 13 95 a_5 5 4 - OS 8 5 4 BY UULTOKYNG SFAL7NG'SHAWN ON SCHEDULE BY THE FOUAMNG FACTORS, 9 63 - 14 IM51 7 15A 4s _ 11 Os 53 43 35 _ _ _ REDUCED 3PAC0AG OBIANEU 11:97NC FA-TOT SINAL NDT BE LES NDN 41MUUN SPACIXC INDICATED FOR MH ANCHOR TIPS t14 - - - - 14 11,5 23 6 3 - - TS 9 B 43 4 - - - FACTOR - 10 73 5 A 3 - - - 7.5 35. 4 3 - - - ACTLIA3. TAPCON ADVANCED ax 9 6 43 a - - - as _ EDGE. TAPCON 1W7EAOFOR1b TECSDNOLOGY ALL��SCUD E B1A1 TAP W/CAP TAPPER+ - - - - - - 13 93 83 3 - - - - 05 73 5 t - - - - HV pE OR DICFANCE �'SPAMIG'14-O /4 OS 7 5.5= - - - 11 e3 SS 43 - - - - E0. ION.SPACWG a 3' DULL SPAI]NG-3' MN.SPACING.3 1/2: MEL sPACDIG v 3' 3 3/4'- - - - - - 9 7 4.5 3S - - - - 7 5 ]5 ] - - - 1 HV BLADE W/ CONCRETE l;t'�D & T0IY7,Y};L o20FIIE EODR UREDCONCLCNCRETE M ` POURM Bi-0L'ICE`PUE6D- - - - - - 11 a 35 48 - - - - 9 &S 45 - - - - - OW UK�,si0i Eazl I/YMR EO-2 1 LRL 1:0.31 IOL Ea.3• Let Ea.3 IA LD.2 T/1 _ - _ _ _ - 12 9 6 _ _ _1- - 93 7 43 _ _ _ _ _ 3' 1.0 O.BO 1.D 0_76 10 0.54 1.0 15-0. - - - - - - 35 to s3 6 3 - - - - BLADE WORKINGz 1/2os1 iD o.BA Lo Bs 85 4 - - - - - 63 5 3 - - - - - )N UNISON♦ 2Q71 OSt- - as a s - es e 4 7 - - - - - - - 13 es 5.5 - - - - 9 63 43 - - - - 1 3/4' - ...._ am - - - 0.43 16'-a' li_ _ _ _ _ _ _ 25 C3 6 - - - - '• 10 73 5 T 2' 035 _ a - - - - e e : (LORIDA BUILDING CODE(Non High VelqSystem rricane Zone ®2015 t75TFE07 Y,INC. BERTTTA A�S �A� Accordion SSystemL E C O (tit. KV,HIDE#1 W/CR w/ W BLADE= American Shutter Systems .N_ 1XscRa009 WI BY. uI.` TIl2JT TESTING&ENGINEERING COMPANY 6vs N,..36L+ I DD94A zsN Association, inc. 1 oLD 11-i B2 4/13/15ph-;(303)x71_7330.Roz:(303)971-1531 4268 Westr004HS Drive 2 WING No ....... a \`� -L'AacED-OODbe40dcan West Palm Beach, FL 33407 3 15-085 Ss;oNa; r4.TIN A. 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DESIGN PRESSURE MM2a s f) AND CORRESPONDING MAXIMUM ANCHOR PAGING (jD4) SCHEDULE FOR A Mal MAX SHHUfTER_SPAN, NECATNE AS.D. DESIGN PRESSURE RATING AND A CORRESPONDIN- MOUNTING TYPE, (SEE MOUNTINGS ON fitws 16&17). !S3 u F==t !-=-=-r-F;-=,o.-i-F=- SOUTHERN _SOUTHERN PINE No.2 W/MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE RR SOUTH ISOUTKERN PINE o. SPRUCE PINE 51-RUC NNE DOUGLAS FIR W/MIN. G-0.50 W/M!N. Ga0.43 W/MM. G�-0.36 7/PLriY00D0% 2 W 7AmSN w.55, FlR NORIN FIR SOUTH ItA1un>r EDN, 0.50 W/ NTN.G-0.43 W M(N. 0=0.36 stIVN HN WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS C©UNG MOUNT T WALL MOUNTINGS CEILING MOUNT T M.N,0& R FLOOR MOUNTINGS M. N. O&R FLOOR MOUNTINGS M, N,0& R FLOOR MOUNTINGS WAIL MOUNTINGS B.G.WW1 MODNTINCS 9.D.WALL MOUNTINGS B.O.WAS MTAINTRJOS W& X W&X W&% P&0 S&V 5&V S&V t®1�raat�7ssae(rr, usx�E7amaeveyq..._.lauleeielr„7617xfFt; Dmu+eeemrt�pq 7m7rrrxNsa�ss4 rm�raxe�6mc� ^mauuaa>�we§4 DwGt�a67¢�E6oef>di D9u7Gai[titlsuE7me(x) usal> a�¢maMtj 30 40 1 6017E90 05 3D 40 60 75 90 05 3S 40 60 75 90 05 30 40 60 75 90,OS 30 140160 75 90 105 30 40 60 5 90 1165 30 40 60 75 90 105 30 40 60 75 90 105 30 40 60 AS 80 05 30 40 60 75 90 05 -0'OR 2 10 10 IS 6 5 6165 6 6 -6 12 10 f0 9 O 8 6 fi 6 6 6 6 12 10 10 8 6 8 6 1 6 6 6 6 6 6 5 4 4 i 3 12 12 12 12 12 12 12.12 12 12 12 12 12 12 12 12 12 12 V-01 [?-2- 10 10 9 8 8 66 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 8 6 8 6 6 8 0 6 8 6 5 4 4 4 3 t2 12.12 12 12 12 12 t2 12 12 12 12 12 12 12 12 12 12 f0 10 9 8 8 66 6 .5 12 10 10 9 8 B 6 6 6 6 6 S 12 10 f0 9 9 7 6 6 6 6 6 5 6 5 { { 4 S 12 12 12 12 12 12 12 12 12112 12 12 IZ 12 :2 72 12 0. 10 10 9 8 3 66 5.5 S 12 10 10 9 6 5 6 6 8 .5 5 5 12 10 10 8 6 .5 6 6 6 6 5 4.5 6 5 4 4 3.5 - 12 12 72 t2 12 12 12 12 12 12 12 12 12 12 12 12 10 8.5 7-0' 10 10 9 83 { 6 .5 49 4 12 10 f0 9 5 S 6 0 C S 4 5 12 10 10 7 .5 - 6 6 b 5 4-5-5 6 5 { 4 - - 12�12 12 12 12 77.�12 12 12 12 12 0. 12 12 12 0383 73 10 10 7.5{5 3 6 5 { 5 12 10 10 8 35 - 6 G .5 3 12 10 10 4 - - 6 8 a 3 6 5 4 - 12 12 12 12 12 12 12 12 12 12 tt 9.5 12 12 13 9 73eS 9•-0' 10 10 5 33 - 6 .5 35 3 12 70 9 4 - - 8 6 4.5 4 3 3 12 10 4 S - - 6 6 .54J 3 3 6 5 3.5- 12 12 12 12 12 0 12 12 12 1 9.5 6S t2 12 .10 8 pS SS 10 7.5.4 - - 6 4 3 - 12 10 6 3 - - 6 6 4 .5 3 - 12 103 - 4 .S 3 - 8 5 - 12 12 12 12 1 93 12 t2 12 10 83 73 72 12 9 7 6 5 10 SS - - - 6 - - - 12 70 45- - 6 5S 3.5- - - !2 i0 - - - - 6 .5 4 - S 5 - - - - 72 72 72 12 10 8.5 12 72 t2 93 8 7 12 12 8 4.5Y-0-0' 10 43- - - 6 __ - - 12 10 15- - - 6 5 33- - - 72 to -- - - 6 5 33- - - 6 5 - 12 72 72 t9S 9/212 it e$ 7 6 12 lA 7S 6, 5 4- - - 72 10 - - - - 6 45 - - - - 12 .5 - - - - 6 .5 - - 6 4.5 - - t2 12 l2 •0 6S 73 I2'12 10 6 r SS 12 03 7 4.5- . 12 7 - - - - 3 .5 - - - - 0 3 - 12 12 12 9.5 8 G 12 12 55 7.5 6 45 f2 9.5 9 4 3- - - - - - 5 - - - 6 - - _ - - 12 72 11 0 3 S 12 12 63 7 8 / 12 9 6 5 d .._ __._.. _._ - _ .- - 1C-0" 12 _ _ _ _ - 6 _ _VIM—I-I- _ _ y. - 1-1- _ 6 12 0. 8.S .5 4 12 12 0 16.515 } p 1.51" I (1) HV BLADE OR 61) HV BLADE Wj HV WINDOW BLADE WORKING iN UNISON'P 14E ...ms a.FTA7 mve(9 at 9w 1a -I•NOTES ON ANCHORS REQUIREMENTS: WOOD SUB5IRA rT"S, 1.AMCNLXS TO W"FLOOR OR SOUD WOOD SOFM RIALL GE AS FOLLOWS 3.SUSSFROM SKULL CONSIST OF 7HE FOLOWINC: -SOUPHER I TINE Nn 2 W/O-OM OLDS) -1/4'4 UPCON ANCHOPSAS YWJFA=Im to LLW.MMM W/WMAJ 13MMUM AS @COUGHED AT -DMIOW FIR W1 0-11,50 OLDS.) CNCH SE'CIIM ON SRIM 15&17. -SPRUCE PINE!F NOWT W/0-0.43(NAS) acamoN:sFE NOTE 2 GLOW. -SPRUCE POE MI.SOUTH W/G-036(NOLs.) L AiXHC S TO HOLLOW COLING MALL DE AS PER WOta6MC TIFF U.SHEET 17 AHD SKALL.CONSIST or -LM 1/2'COX PLYW000(1966 APA) W SCRMS AS PER IDS 2012 SPEMFOTONS. 4,-ANCYA S SHALL UE 06DLL.EO ToUnn=ALL OF TW W-0364MAMNS ALD SK0r,0AI*NS OF INC AN=n LW171FACMRM FLORIDA BUILDING CODE Hon Nigh Velocity Hurricane Zone (10 2015 EASTERN UETAL SUPPLY.INC. BERTHA HVTM """"" A S S A Accordion Shutter System �'Q i N c. ■ ■ ■ a H.v EuoE 11 w/OR w/o ttu v1NDav ErLAoe TILUT TESTING&ENGINEERING COMPANY Americas ShuHer Systems ,N � ,F„„ ,An. DUSH 7i� ,,,_ 6:55 w.w.xy,� 5„,301,Alfycw OA1t00b. Association, Inc. t OLD 11-192 4/13/15 64104/13/15 AAA}}g- b7 RaPaI 33,PNw„e:(}O6)671-1530.Fm:(305)671-1!131 4268 Westracds Drive 2 DRAWING No a-mm:bh-0.,0 West Polm Beach, FL 33407 3 �G STATE()F WI=, YL7fR s°n�iN71;,,PX- . 15-085 I.uc.P 44167 5 SHEET 4 L.f�L{�xf1NLf 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & 2 HV.♦ BLADES AS APPLICABLE X. SHUTTER S + 0 — FOR INSTALLATIQINTOO WITH HV BLADE 1ONLY SHALL WALL L1M, 105.0 DESIGN PRESSURE SEE SHEET 19 FOR MAX SP 1/4.0 TAPCIIN OR G S 0 $ DE 1 & O IN IN UNISON 7 APCON WDH ADVANCED ?;. THRFADFDW TECHNOLOGY , I/49'IAPCON OR W/1 1/2'Yin.PENETRATION __TAPCON'MIH ADVANCED THREADFORN TECHNOLOGY --I— OF iN(ffACm AREA TO W/11/r Nin.PEHETAATION�'THREADED AREA TO E7050NG EIOSnNG KODD FN10E1L �`e WOOD HEADER.(SEE SCREDUIE ON 94 T I5) i W a j,¢Sava" 1 t --(DOR 1 r (SEE SCHEDULE ON SHEET Is) ,y, 1/4'0-20.3/4'S5.MAMM RfDLLE W sfLT 1 1 SCREWS W/1/4--20 NUTS I---'-H FOR 9ADE 0m F O 12"O.C. I W am 19 FORETO'TRG I 9AGF5 m8 GIASS__I \ own 1 F1�411.T7C� WALL Oasm ww. � -0WODD ,{� E1fISi1HG ILIINE LER 0 —(DOR l"7� I 2".a•WOOD q(LSIING I t.Rl SE3�APJUIOti I I HIM REQVRED 1 1 R 7AI>CON WRN ADVANCED ECNNOLO'Y W/1 1/2- DUSTING PENETRATION Of TNREADEO AREA TO CLASS--j W CTASS(SEEEX6ffIG W4T60 HEADER. SCHEDULE 9NTET EXISTING M.SEPARATION 10 OU,$SEE SCHEDULE ON SHEET 11 SHEET 15) IRI s 19 i@W�D CLAPLAYE S" �_..-(S (Sa:SCHIDULE a7 r I r.a•corn.su OHV WALL_SILL (NST��'o. �N HV WALL HEADER INSTALLATION ONV WALL HEADER INSTALLATION I I I I_,............MIN.SWARALai TO GLASS _- EwsTRIG ���� �1 EEM.SEPMAnoN TO G1A55) 1 , / Gi—s--�(sEE scNEDutE aN SHEET 11)--.--' .......0 i 14LtiYG' •h—(sEC st?4Dut£ON sHDer 11 '.J1 IX�G r 214,CON'. .SEPAR.QION W CLASS 1 w MOOD PLATE (SEE SCWXU CN SHEET 11) t 3 I 1 1/4'0-20.3/4'S.S. a PEO'D, 1 ' ( HAC1!NE SCREW'S Ileo-2w^-AS. I USING 1/4=20 NU5 WL1fiH£SCREWS W/ I I J .• . 11 ,w.•. Yfh \ O.0 20 NUTS O 1 � II f FUM 214'COM. L VPDCO PLATE _ f REO'0. 1 .... 1•Nin. / n -/•AGn. 1/4-0 TAFOON OR TAPCDN'AINH ADVANCED { 1G L� l I THREMFORtA 7ECFLNOLOCY W/1 1/2' t x14'CONT. ; f]� f OODD HCAOr THREADED DcM AREA TO O I/4'0 TAPIANI OR TAPCON WITH ADVANCED SILL PLATE¢ � 1/4.0 TAP[a!OR fJQjF; REO'D. THREADF'ORM TECH.NOLO:Y M/1/2• \\ TAPCON WITIi AOVAYCED 1-SEE SHEAT 4 FOR TMCAL (sm SLYLE'011LE 9EET/� • 4d1,ftT'ETRATIOH Or THRElD1D MFT I.•RO PLYWOOD ` 1/x WN.W7� THREW%ORA1 TECNHOIOCY SHUTTER ASSEID3LY. I WALL FINISH (SEE SCHEDULE ON SHEET IS) OUSTING MRL V0- \ �r1O00 Q'0: W/1/r Nin.PENETRATION OF 2-MOUNTING SECTIONS CAN EE STUDS O 1b'O.C.444!!!J(J ��} THREADED AFR'A INTO PLYWOOD COY91NFD IN ANY WAY TO 1/2'ICN.DAA PLYWOOD REa'o. 9tR:.t n'" (SFE SCHEDULE av SHEET 15) so ANY RMALLATIai. ®HV WALL SILL INSTALLATION E.EO.O,PLYWOOD" fiE NG MN.214'SKIDS O 16'D.C.MOX.REQ'D. ATTACKED TO MVS IH PLW'OW TO BE ATTACHED TO STUDS IN ACCOPM4CE ACO)MMI:CC Yani W nI sEtnoN z"oa of 1 E Fs.c SECTION 2305 or HE @ HV WALL SILL INSTALLATION • ©HV WALL SILL INSTALLATION6ADE ON SHEET OF FLORIDA BUILDING CODE(Mon Hiyh Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY.INC. `,V5�1V1R(A!TI(�jAAAi,4 RHA HV. A.S.S.A. Accordion Shutter System KY.RADE#1 W/OR W/O KV.MMM MADE !�q ✓'0; American Shutter Systems o „cN "T' L 1, TIWT TESTING &ENGINEERING COMPANYAssociation, Inc. 1 0(D fi-11, 4/13/1+ DATE; x,/13/15 3W.N!S C%gWS.TLOWA x31 Ph—:(39s)si1;330.Em:(sas)at1-Ass, 4x268 Westroods Drive 2 rcE` 4- T i naa,d. m West Palm Beach. FL 33407 3 DRAWING Na D,r ,FCDR4DA.•'\� M-OW67 9 WALTER A M111 h.P.E. . 15-085 v FLL14M U..IF 44167 5 SHEET 16 OF 20 P.�r4 fd(4�fj s` DACE mu INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (D HV & fA HV♦ BLADES (AS APPLICABLE MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WiTH HV BDCDE M ONLY 5H LIMITED 0 05.0 s . A.S.D. S PRESSURE RATING S SHEET O W°L�"�' SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE & A WORKING IN UNISON U 4 WITH ADVANCEDa'.s'(LSn.)FSISILNC I YYY nL1TEA0FOru1 TECHNOLOGY STRUCTURAL BEAN ADEQU W. — kDCE(IF+PPt1UCAf) W1 I 11 PENETRATION 1/4.0 2A3/<'S.S. OF E)OSTI TNG WOOD e8AY a 0#' 1' PH1YP5 TRU55 HEAD TO 8E CERTIFIED By CUSTIN(SEE OSOiIWOOD HEACM'.i1rLf 15 lNOONE SCREWS RE=WRFD ENONEFR OR " EGSON0 WOOD W/1/+'-20 NUTS ARCHITECT PROR TO TRUSSES OR 19 "Eh-E O,2'O.C. WAITTER INSGUADON. 1/2' 1/2• O.C.�REWIRED 1f4'0 TA7CON OR " 1 --t di 1 TiACON WITH ADVANCED Dusli NG SOFFIT .25T THRFADFORM TECHNOLOGY I 3/4"Ynx.TTx n ••I \ I( Cf THREADED ,D��PEITO RATW't O (!14x3/<• EO 1'x4'.1/tY CONT.FLUY.TTM N 2 SYS -DYf10NY EpS10ta WOOD TtJOffL (45/166 ALLOY)RE O 0"O.C.I © © (.q8/LB's I.AG SCREWS fD I -_7 +�'%F:;;•�J (SEE sC1+E0ulE�t 9G.Et 1s) 1 or Q or Q I t Or or 1 EACH w�FiLR OR TRIALS. U--U LOCATE LAC SCREWS AT I I UOWATH OF E7=NG WooD -- I L_EAtSTING LUN 2'x4• I i I LOADER.(2'W.-NOHt11A. EK15f1NC MADER HEO'D OPEN HCFE At EACFI 1110TH))W/2'►tin GLASS ! YIN.SEPARATION i0 MCLASSI E7OSTLNG ( STUD FO ACCEPT F PENEYRA LM OF THREADED t "'(SEE SCHEDV;E f7.`L SIEEt 11) CLASS I s/lG-0.LAG SCREW AREA vA1JD FOR i AT CENTER OF TUM- W$TAUAMNS WITH 72;e 0 HV WALL HEADER INSTALLATION S—�� es°AUA" ON ONHS LY vAUO I a sHa,n�cR 1Q OR ® '�11 c ON Q01 WOOD O W1 A DOUGLAS w io rw II CRAVM OF 050 AS DOUGLAS IV a�Si�T 4 roR TW WAL SHUTI +A'a4]tXY � I OA06mR _-_....,__) ��2� F 1 DR� OR ECOUAAL SRN PDQ N.a. 2-WOMIM SMnolas CAN BE ComwaD ANY D N ANY NAT TO S �'1HV CEILING INSTALLATION SM ANY 1A LATIO i .mw,. r —UOR Ina. ( 1 cxww I YnA.SEPARATgN 70 Ci/55 M- �............ t E><tSDN� ---(sEIE scH.inuLE ON SHEET 11) �Q �'R QsCD�S (�E SCHEDULE S I CLASS 1 1 ON SHEET 11) t I mom I I I 8 I I LOGRON EAISTING I , =7I ,f,-, ©. 7 ' ;r 110.3/4'1270 ' -"6•MM. 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CSEE SCHEDULE ON 3AB 75) .SEE AT Cts a t sE FOR V HV WALK–OVER INSTALLATION M HV 'WALL SILL INSTALLATION T ` � ET 79 �W FLOOR INSTALLATION RORlDA BUILDING CODE(Non High Velocity Hurricane Zone A. 0 2018 EASTERN NETAL suPPLY,ING, P ............ r ' 13ERTHA HVTM IL E C O IWc. A.S.S.A. �� # RV.WNWN BADE1 W1 Accordio�nShutter System TILLR TESTING &ENGINEERING COMPANY American Shutter Systems C7. ' Df T PTON oArz cMJMa B< ua 9'•• ""-U+" Q axis N...Ism.sc.S ..aro,v'cM c mus,Asim at1 Association. Ina. , IXD TI-952 4/13/15 aTE f1s 1s Pf—:(305)871-11530.F..:(X*87,_I531 4268 Westroads Drive 2 -k�fecoma.— West Polm Beach, F'L 33407 3 DRAWING No ''��s/QNAL ENG.��`• UL�LT A.TEXT T,�,P.E. , 15-085 A"Yrh L +AL1 FLORCA Ui a 44167 SHEET P.E. SURE e OF 20 EAL�S'(�`14A� /DATE END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS =:r ,m 5,t5 R= r., a .;xt, VIM Z XX µs L�11 Aa \ r ivaw o o•06. \ / � � `�( uws 6Rii. Oalnc afss i amm,e aAss i ! oas7.e uwa mm 01160: Nr Nx COX. m ah. 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SSNDLIE PRA ASTM E-198: rUVfAENiS) TDCRI WIND ZONE NDCYUY SEPARATION 70 GIAtiS ` ------UAOIMRFO 1- ELEVATION "" I M GLASS EL05nArr CLASS- S MOUE ON SH=,1 ITR aAOE(� 4 6.23' I '� ------- I:D ONTeASHSFFQf=0&Q -_-.-------__--.------L-----.------.a-__-_ -------------- rV �I I \ W1*x0mon-w= ll P T '11 (SEE HHE 4 ABOVE! P. RUAT W!O {SF NO,E 4 ABOVE) "PLAN TYPICALn HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 116 SHUTTER* ---- N.7.5. FLOR-M BUILDING CODE Non High Velocity Hurricane Zone Lp11pp1/IIIIlF/h,AA 0 2015 EASTERN VOCAL SUPPLY.INC. A;ri ,° BERTHA HV-rm 'cE,r S S A Accordion Shutter System Ti. C o SNC. . . . ■ HV.BADE 01 W/OR W/0 HV.WNWN BADE ArnTIWT TESTING & ENGINEERING COMPANY Shutter Systems au„f,,,,,, M. •Q,: *E 61X5 N.R.18i.Y.SL,5s..3�5.YNGCPA GtiO -nj0 D)1 A3sOCIGtlatlr Inc. 1 V-D 11-192 4/13/IS MTE aJ13/75 STATIC no i- . -•�� Mwo:(303)871-153o.ra:(3a578;T-1531 4266 Westroods Drive z ORAWlNG No ,�O�F•"ZOR�DA , 41t—Q,.— West Palm Beach, FL 33407 s '4JS5/ .......... -..••i`��S``,� WALTmwrill,1Y.P.c N i5-085 P.E J36AQi,� "RE/GATE 1iAR°A u. A:167 s SHEET 6 19 OF 20 Aft 11r. INSTALLATIONS W-1 (1) HV BLADE & HV CENTERMATES z000.U.. V..G-W CAV.STED. 7. M.IV mm a to-Oc INTO METAL STUD WALLS 0 a'ac 4 4; aoa a 112 5• IA:o NOMINAL GENERAL WMITATIONS AND CONDITIONS OF USE ALUMINUM SLEEVE 314.a V". C 430 12 o FOR 13FRTHAMIN EIME ACCORDION SHUM 6063-T5 ALLOY CONr•G%SM M=CW40- 2MM INSUALIAMON TO METAL STUD WALLS ASTU A- GUM do V..0-00 SEPARATION TO GLASS SCHEDU GALYAMM Mqmn TO SMOG w (2)0 Ilr nx Sam ON COMO FINSHMAX. A.S.D. DESIGN PRESSURE RATING: +75. - 75 (pst) IN rOMUM FACE AS AFPUVVa"LZ 2. MAX SHUTTER SPAN: 84* WIND ZONE MINIMUM ASTM E-1996 SEPARATION EA=NC MASS MX SEPAPATM .3.ALLOWED MOUNTING:a ON THIS SHEET. TO CLASS. to GLASS SEE SCHEDULE) 4, ONLYAENTERMATE 21 W/24 HV LOCK ARE ALLOWED I THRU 3 1. WITH(21J ARMNGEOV A 9�ETRICAL LAYOUT'. MUST PENETRATE USE Or(2) (6-LONG. MINIMUM) MUST ALWAYS BE 4 4. _3 3/44 6 1/4*s OzW nmK IAM Exwwo rINNI r INCLUDED AT-E)(TERIOR OR INTERIOR ACCESS SIDE OF 3. r�347 CN-v. AMUCARX CENTERMATE. '2 DSD A-W ME�='M MMM TO SWDS "(2)Or-1/2'WC S=WS ON ? 43e 430 *'I T—"'•offDam nu /4�'-20 THREADS V a 0 6'O'c' X -0 CS BLADE SLACK DETAIL HW IS ALSO VAUD FOR CENTERMATE APPLICATION WITH BADE 1Q 114 _M COMOON 12 MUMS FAB—LOK HD AM A-&M CRADE 40 V G_w Cow.STER. r WALL HEADERISILL INSTAIIATION NG F" AS APPUCABV SCALE: COMPONENTS KUL SAM 16,O.C. T 3/8•' V V(rm.lop BOTTOM) 1 3/4". 1/4.O.DU*THICK LL-,. .GALV_SEML TRACK cKviNEL tEXLMING GLASS ASM A--6W GRADE 40 Lfin,G-6O SYMMETRYCAL SYMMETRYCAL11r XK SCRM ON DM30M rACX W/ NTERMATES WZ CENTERMATES TO MASS i CE INTERIOR 7AEMS SIDE - (SEE SCITEDULL7 Na 4 ;EXTERIOR ACCESS 4 12 Ak —2— y 2)42 21 21 21 LOCA AT @ W I11IFR/9L[ENDS VIEW 4 12 3 1/4'(Typ.._J 1/2 7 2 SIDE CONNECTION TO TRACK _HYA M BLADE SLACK OETAIL HVF _HVp FLORIDA BUILID1 CODE(Non High Velocity Hurricane Zone, ®2015 EASTERN METAL VJPMY.INC. BERTH-AHVT, Accordion Shutter System 7' L rE KV.BADE 11 W/OR W40 Ky.WNW 0_Mo A.S.&A BADE American Shutter Systems S TILLIT TESTING & ENGINEERING COMPANY DATE opAs"or z RX 3�1-1.w=%.V�GIAWr�nA�a3l& Association, Inc. I OLD 11-192 4/13115 c qTATP Az Pbm :(305)671-1530.F=:(305)571-1$aI 4268 Westroads Drive 2 AOROq West Palm Beach, FL 33407 -DRAWING No ER-O�M 15-085 .... WALTER A.MIJUT&.p,r I FLORIDA Lr 1 4.167 SHEET F.E. OF 20