Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 has Edi �i g?P �a �a fi utsr.caa �ui x €;: �e - ( � Es olida DErptUTlelif BCIS Home j Log In g User Registration HotTopics Submit Surcharge j Stats&Facts Publications FBC Staff ; BCIS Site Map Links # Search Busines = Professional:` product Approval BSER:Public User Regulation Product Aool_oval Menu>Product or Application Search>Application List>Application Detail w., r Application Type Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer `r' Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.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 r-- -! Validation Checklist-Hardcopy Received Certificate of Independence FL389 R$ COI HV ACCORDION CI NONHVHZ.odf Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Sum f Products tF Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use 1 0 FL389 R8 II A.S.S.A.INC. DRWG.15-086.0df Approved for us&Abtside H HZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resist :Yes Created by Independent Third Party:Yes Design Press e:N/A Evaluation Reports Other:Large el"D".Max span is 12'-7"for 35 psf positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-D86.Ddf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max.Span is 16'-0"for 30 p.s.f negative FL389 R8 AE A.S.S.A.INC: P.E.R. DRWG.15-085 HV.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,W-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 HVI and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for otherspans 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 FL389 R8 II A.S.S.A.INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-084.odf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively t�" Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalls provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: eChecf; SCCllt1t'1t77itics http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 GENERAL NOTES: 1,BERTHA H.Y.ACCORDON SHUTTER.SYSTEM SHOYM ON THIS PRODUCT EVALUATION DOCUIFENT(P,E.O.)HAS BEEN VERIFIED FOR COMPLIANCE LN ACCORDANCE 1`181 THE 2010 EOM N.OF THE FLORIDA ;SJUING COD£,THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE-INSTALLED AT:HIGH VELOCITY HURRICANE YONM DESIGN WIND LOWS SHALL BE DETERMINED AS PER SECTION•1820 OF THE ABOVE MENTIONE4,CODE.FOR A BASIC WND SPEED RECUJIRED BY THE JURSDICTIION WHERE SHUTTER V,LL TABU.. O�QNTENTS_* BE INSTALLED WIB4 ADIRECDONAUTY.FACTOR K4-G.SS,USING ASCE 7-10 FOR INSTALLATIONS UNDER•2010 FBC ANO&'ALL NOT EXCEEO THE MA%IMUU(A.S,D.): DCSzN PRESSURE RATLNGS INDICATED 0N'Sfws,11, 12, 13, 14. 15.19&20: W ORDER TO VERIFY THE ABOVE 00401141N,ULTIMATE.DESGN WINO,LCAOS DETERMINED PER Ate`7-10 SMALL BE FlRSr mum To ASA.DESIGN WIND LOADS AREA 1-: HV BLADES(1)dt 'dA .BY UULnPLYUNC THEM BY 0.6 W OROSTO COMPARE THESE W/MAIL(AS.C)DESICH PRESSURE RATINGS INDICATED ON SHEETS 11.12.13.'14. 15;19&20, 'GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT.CCMPONENTS.AND ANCHORS O,N THIS P.E.D„AS TESTED,WERE NOT OVER STRESSED.A 33 INCREASE LN ALLOWABLE STRESS FOR VAN LOADS WAS RZ USED ICL MR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS,HOWEVER;iA WIND OUPATIOV FACTOR CN-1.80 WAS.USED FOR VERIMADONSOF.Ml5NERS ON WOOD. SYSTEM COMPONENTS 21-37 .SHEET 3 .BERTHA N.V,ACCORDION SHUTTER SYSTEM'S ADEOUACY FOR-WIND.AND LARGE MISSILE WI ACT LOAD HAS BEEN VERIFIED IN-ACCORD0.NCE WITH SECTION 1609.1.2 OF THE.ABOVE MENTIONED COOE AS PER. ATL REIGRTS: LYRICAL SHUTTER ASSEMBLY. 3E-44 SHEET 4 ... . TYPICAL.WINDOW BLADE ASSEMBLY •W'INOOW DETAIL -HY GLADE O 10214,0103._J0715.01-03,/1004.01-05.11214.01-05,90317.02-06;JOSes.01-10 Alm 10210,01-11 AS:PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM.E-1886 d8 t.rt HV BLASE(1)AND HV VANQQW BLADE,TALL ' AND E-1995 STANDPA40S.(MISSIL£LEVEL.D•..WIND TONES 1.2&3)&11220,01-10 AS PERTAA201,203,&203 PROTOCOLS LARGE MISSILE, (WHE2E APPLICABLE) -HV VNNDOW",BLADE-0.j0505.014SAS PER ASN. £-1866:k-0 O,-4Y4,"d TONES I 2,3)BASIC PROTEOTION OFU:Y-AND;1 07210146 AS PCR TAS.2D2 PROTOCOL, TYPICAL SHUTTER ELEVATION;Et•NOTES CN LOCKS SHETT'5 INSTALLATION DETAILS A-F,'CONCRETE/BLOCK Vmt B 2"W IRLACE10 AND CFV WINDOW SLADE Q ARE.ENG.NcEE ED TO WORK IN UNISON WITH EACH OTHFA UNDER,THE,GENERAL LIMITATIONS AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION OETAILS'•G-M,CONCRETE/BLOCIN' SHEU 7' 3.BERTHA H.V.ACCORD:ON PINS(1N SCREWS),USED AT BLADES.KNUCKLE AND.FOR DIRECT MOUNT CONNECTION TO TRACKS`SHALL BE 114.1.75'AND��$140.75'RESPECTIVELY,'410-HT MINNUM SERIES CENIERMATE DETAILS W. SHEET 8 STAINLESS STEEL-SCRMS WITH 135.0 Ic.t 77EI.D STRENGTN'AND 180 ksl TENSLE•STRENGTH.PINS SHALL BE.COATED WITH SERIAL HV DACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED. CENTERMATE.ALTERNATING DETAILS HV SHEET 9 COAV,'C APPUC4TORS,REGISTERED'WrN AMERIM SHUTTER SYSTEMS ASSOCIATION.PINS MUST EFAR THE HV.MIRRKiNO ON THEIR HEAD. END 4.A,L,AUNONNM EMRUSIONS.SHAH BE ALUMINUM A5SOClAT10N,.ALOY AND TEMPER A'INDICATED DN:SHE"ETS 2 AND 3,MINIMUM YIEw STRENGTH.FOR.6063-T6.ALLOY k5"^O.O,kci:AXD 35:7'ksi F014A)C CONNECTION.DETAILS i.6;CONGAETE/OLOG4C SHEET 10 6006-T5 ALLOY, MAXIMUM.5PFVN.SABLES SHEET 11 ANCHOR SCHEDULE-'CONCREITE k.EX2K "SHEET 12 5.ALL SCREWS.TO BE STAINLESS.STEEL 3D4.OR 316 AISi SERIS OR CORROSION.RESISTANT COATED dAliSCRN STEL-T AS PER DIN.51016 WITH 56 Yai MIN,YIELD STRENGTH',AIND 90:k4i MIL TENSILE smv(SM. ANCHOR SCHEDULE-CONCRETE&BLOCK. SHEET 13 ANO SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. ANCHOR'SCHEDULE-CONCRETE&BLOCK SHEET 14 9.BOLTS-TO BE AST1J A-307 CALUMiZED GTE].OR AISI 3D4 OR 316 SERIES STA'NLESS.STEEEL WITH 35 k.1 MINIMUM YIELD SMENGTH: ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING'SREETS;FOR'ANCHOR SPEC4'9CATIOt&1,N 5I:FDE0 .12.1,3,14,15 AN(.20 INSTALG4TION.DETA85 M-R,WOOD, SHEET 16. HV BLADE 0'&.Q AdRKING-IN UNISON:.11, 13& 15. INSTALLATION DETAILS S-X,WOOD ,SHEET.17 END'CONNECTION-DETAILS 7-12'&X,WOOD SHEET 18 B,THIS BERTHA N.V.ACCOROAN SHUTTER SYSTEM SEARS'A U.&PATENT 16779,582:COMPONENTS OF THIS APPROVAL ARE COVERED,LN WHOLE OR 14 PART BY US.-PATENT 01'4SS'.179 ISSUED TO EASTERN METAL SUPPLY.INC. AREA 313: (jam!WINDOW-BiADE Q QNLY_ 9:IT;SKA..L BE-THE.RESPONSBIIFY OF THE'CON�TRAGTOR TO,VE41FY THE-SOUNDWEESS'OF THE STRUCTURE WHERE SHUTTER,IS TO BE-ATTACH.TOIINSJRE PROPER ANCHORAGE.CONTRACM9 TO.SEAL/CAULK HU ALL,STrm COMPONE7.T mem 16N'CH REMAIN.THRU FASTENING IN CONTINUOUS CONTACT KITH THE BUA.DNG.TO PREVENT WINO/RAIN,INTRUSION. TYPICAL SHUTTER.ELVATION SHEET 19 10.EACH.UNIT!JUST BEAR PERMANENT LAPEL.IN A VISIBLE.PLACE WITH WARNING NOTE:OUk=PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS.MUST PROPERLY CLOSE ALL HY,'AND HO CENTERUAIES AND-ENGAGE OR'LOCK ALL HV AND HD LOCKS. ARFA 4* HV WINDOW_BLADE C1�ON Y 11.&-TUr1ER MANUFACR'RER'S LABEL 'SHALL.BE LOCATED ON A READILY S&E LOCATION AT ACCORDION SHUTTER IN ACCORDANCE.WITH SECTION:1715,8.3 OF FlARID4 BUILDING CODE,ONE LABEL SHALL BE INSTALLATION DETAILS,KETAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENNG.LABELING TO COMPLY WITH SECTION 1719.8.2 OF THE FLORDA.BUILDNO COTS. 12.SORTHA-H.V.ACCORDION,SHUTTER SYSTEM'S INSTALLATION VJ"COMPLY-WITH SPEC INDICATED IN THIS ORAW4'NO PULS MY BUILDING AND ZONING REGULATIONS PROVIDED BY THE.rjRJSD!CTION WHERE .I''RMIT'1SAPPLIED T0: . 13.(a)THIS P.ED,PREPARED 0,THIS ENGINEER 13 GENERIC AND DOES NOT PROVIDE INFORM ION FOR ASITE SPECIFIC PROJECT:..Lc WHERE THE SITE CONOITO.%S:OEbIATE FnOM THE P.E.D. (8)CONTAACTCR TO BE RESPONSIBLE FDR THE-SELECTION,PURCHASE AND INSTALLATION INCWOLN13 LIFE SAFETY;OF THIS PRODUCT,BASED ON THIS P.E.D..PRO VIDD HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c)THIS P.E.O.WTLL'-SE CONSIDERED INVALID IF ALTERED BY ANY LEANS. (tl)SITE sp.Erx G_PROJECTS SMALL BE PREPARED BY A FLORIDA TSG�^STEREO ENGINEER�OR ARCHITECT WHICH WILL BECOME THE ENOINEEER OF RECORD(E.d.R)FOR THE PROJECT AND WHO W1L4 BE SPONSIBLE FOR TIK PROPER USE OF THE P,ED.-ENGINEER OF RECORD,AG'R74G AS A'O--2XGATM ENGINEER TO THE P.E.D.ENGTNEER SHALL SUSMIr h'THIS.LATTER THE SITE SPECIFIC DRAWINCS FOR REVIEW. .(a)THIS P.E.D.SMALL BEAR THE DATE AND ORIGINAL SEAL:ANO SGNATURE OF THE PRG:ES=ONAIL ENG NEER OF RECORD THAT PREPARED IF. FLORIDA BUN_DiNG CODE (ion High Velocity Hurricone Zone, 1,/11F��EFt A,Tj� 0 2011'EASTERN METAL SUPPLY,INC: �P Lir89RTHA-HVN SA Accordion Shutter System�L �. Zc. ■ ■ ■ ■ kV.T3.ADEE#1 W/OR W/O HN,WNMN BLADE American Shutter systems _,'N ar=IPTIGN RATE DRAWTN OY: A.G. TILLIT TESTING,$ENGINEERING COMPANY :``b 1•' 41A,N:lY.3t,n 5 sie.3c5,Msau4A cw.0las,na ,_s144 AssoQla'llonA inc.' 1 C=ND 11-063 11/29'11 DATA"• .11/29/11 AA` Pharr -(305)1171-1531 S2&8 Westroods Drive 2 ,(305.871=1830,Fax: DRAWT:NG No e nwsl:Uf abaci. West ftm Beech, FL 33407 3 lS ••••••••••••��`HAI+' WALTER T&W J,P.E. 4 11-192 F 0 FLDMDA La.1 44167 • 3 SKEET -- S P.E:3Eq d t 1�jiuo�/DATE a. OF 28 G) 0 454 vaRiEs ,.�s+• o., 1 lab7" I „ 0.99 10 ^'�.•., �HV SOLID BLeDE ,075 , SHV 90°/1W STARTER COVERED UNDER US PATENT 545$779 -� ��"B 'f OUALJFIED FOR USE W/ UA-+1ED FOR USE W/ HV 8LA C'J 4HV BLADE 1�, iA HV WINDOW BLADES 6005rT5 ALLOY AND TEMPCR OUAUF D FOR E Wf fiV 6063—T6 ALLOY AND TEMPER EE LIMITATION DE OV SH r 79 BLADE 1 6063-T6 ALL AN�7 PER .6063—T6 ALLOY AND :1111E 26' 1 �o .085* ' .870_ a�" r •. _ . , .' �� 8 �,, II � , •� .a9z' ^o.tU72' n` 1 MOW0HV ADJ. ADAPTER W/LIP 44 }t2� .98' QUALIFIED FOR USE W/HV ®HV WALK—AVER TRACK 9 t �V AbJ. FLOOR TRACK S ADE p OUAUFIED FOR USE W/ HV �HV TRENCH TRACK 2ss ,.• s 6063-16 ALLOY AND TEMPE � r T _ QUALIFIED FOR USE W/ HV QUALIFIED a RR U�S}E W1 HV t 6063-16 ALLOY -1E M BLADE,( ONLY, 1Q „� "INGVARD 6063—T6 ALLOY AND 7EAtPER "�' V?AI£5 q}6. 6063—T6 ALLOY AND SEut+£rt. QUAUF(EDBFtOA�`U(g Wf HV t• Y ' I VARiTS 1436' 6063—TS ALLOY ARJ TEMPER. 4E �� .093'• I L+ , � •"-I .067 � ..�. Joo �I mi aZs' �� 6fi0 ai 6 1.696' p 6t 5; 670' • S J HV AER/SILL 71 HV-CEI JNG HEADER U��----- 33 _HD CELING HEADS /�Sfl� OU iF1ED FOR TIONS R BLADE 7 ONLY, OUALIflEO'FCP U ALUD N TEADE(t�ONIY 6063 6.ALl.O�AND TEMPER" OUAL[F1E0 FOR USE W/HV BLADE •. �HD WALL HEADER/SELL SEE SECTIONS FOR VALID SEE SECTIONS FOP.VALIDITY. QUALIFIED FOR USE 5V'/ HV 6063—T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPEP BLADE 01,ONLY. 6065—T6 ALLOY AND TEMPER f; compaNtur :A a Tt 72 X. Y IIt 2' 2' j0,t25' t" I' .662 LCiJ}i' 2• S'MAX.1tA7c, I/6" ( ,/6• i• ; 3' 0.090' t�1 2' I5'MAX. 0.192'10.192' 1 SIDE ANGLES 2C! CORNER P)STS CUALL=IED FOR USE W/ HV ALUMINUM ANGLES 7Q 1:s �r MAX.�6.790• 0.,90" 'CiALIFIED FOR USE W/ HV BLADE(D CUALIFTEDFLT use YI/ EN BLADE(D 6063=T6 ALLOY AND TEMPER 8LA0E t ONLY. E� ! I 6063'6 ALLOY AND TEMPER 15•MAX. 0,13963 ' 0.131• .60 —TS ALLOY ANO TEMPER FLORIDA 6'�IOiNG CODE(Hon High Velocity Hurricane Zone ItfA.arftiRiii�„ @2011 EASTERN METAL SUPPLY,ANC. A. T/I_ TM/Tt.' —� S. Accordion Shutter System. r V A 1 L E q O I N a. ■ ■ ■ ■ FLV.BiA^E1 W/QR Y!/O HV.lMN !BLADE o`.n4167 American ShuNor A•: i S stens WE71LLiT TESTING h ENGINEERING COMPANY t7 DPAwN 0YAD. Assoaigtian, Inc. 11-065 aorw 11129/11 M".'.MA.3?:.rt.'Y.S•a,3r5,Y5LPfi5WC—OM nA?aA:I:iEB �A—v€gTEQ� � Rinke (305)871-1530 Fa.:(305)571-1537 4268 Westroccs Drive sDRAWING No ;"40RIO?•'' i� d'* Ea0666aslcom Wast Palm BeOch, FL 3340+7 a 1 1_192 c f. ...... ��i,tt WALTERR .un�.es187 S $HEFT �f$1 N l/DATE 8 2 OF 20 JOS I.4'-207 1/�'20 GST .749 7 --'i , 0.3 s• AO ' MREx,YJ kovn Ew,�L C evT 2 23' I. 1 -� SS-V-& eon PtiMEO. t P-20 gzss nm tA• '-�i5--t III CC .316 -B4AY9 M.mm I 0.'ioS4'oltWDCfl 1 V CENTERMATE R PP%ATM) ` IaIPcvE PU E01' UALIFIED FOR USE W/ Hv BLADE@& in ON 2 0 1z DIY-LQ K ® HV EGRESS. LOCK .6063-T6 ALLOY AND TEMPER QUAMED FOR USE W/ HV BLADE 1 & tVl1 ONLY '4'j 3A23 75• QUAUFIED.FOR USE W/'HV OUAUFIED. R USE W/ HV 6063-176 ALLOY AN TEMPER SLADE01 ONLY. t .& (.ONLY. Q AUFIED FOR USE W/HV ELADE t ONLY 25D-0,I);2•@);. 6063-T6 ALLOY AND'TEMPER PLASTIC, 1 759' 22' ,LO TO q. r 1AT@' 1 3'--. SCBE+T � wl 360 AFTER G z 1�4p�—.2O .x,3/4 p BEFORE.RN u Is. THUMBSCREIY p —1@� OYN ALOtA.NVM(2024-TJ DlLOYj U.4gf FIA-40E Ol �EEf N0i5EM.PART/GH2O,AS W.NUrAMURED BY A C PIAN - FRONT REVAi1Dry HV MALE a xf- ri 4-S 82 CMRARY iEMCAN.PARSPPENY.K:W AMPtSEf 97054 ORE LOCKER FOR "T" LOCK CENTERMATE CK MbagRMAIZ QUAURED FOR USE W/ HV BLADE t ONLY HV FEMALE "T" LOCK CENTERMAj� }IV "T" LOCK }1V ALTERNATIVE LOCK 606$-T6 ALLOT.AND TEMPER'. CUALIRED FOR USE QUALIFIED FOR USE W/ N{ QUALIFIED FOR USE 1V/ HV SLADE06NLY QUALIFIED FOR USE W/,FIV BLADE(t�ONLY 60G3-TCALLOY�AND�%TEMPER ' 6063-TBALLOY ANO TEMPEF' tV/HV-8LAD QONLY, BLADE�ONLY: i 9t 1.9 7' 354' 082' �}}q'�j j --i Cr OM OR R. .:21 i' 1 �'P .545' �^� - .4n3• oOo 1 .123'N@x, 7jll'AlJFl � RODusE w/ Hv el/D 1& A QUAL FOR USE W/HV 1LLOYAND TEMPER6063-T6 ALLOY AND TEMPER A= i2•}tW� Q AlFtED`F $LADE t+&1A�/8.0-1e T- 6063-T6 ALLAY nNO TEMPER4-'E Cbaix1/2' .-NJNGER..: ORN ORRCgJNDER..KEY tSJ Mtn.OCKING RODL�FCR USE W/ W ESLADE{�1 OC=T6 ALLOY AND TEMPER HV 3/S"d--18 ACETAL HV9I4" m-2O AISt 304 6Y REGEINT'WMMARE.MORTME LOCKS SERIES 2333.NOOK MT LOm TIGN 641LL REGUIRE A 7/tB'H THUMBS.CREWS ERI - S.S. THUMBSCREµJ$ OUAuFiED FOR USE W/ HV BLADE 1 tTRACKS FOR PROPER EMSM NT QUALIFIED FOR USE v1/ HV'SLADE01 QUA-fjnED FOR USE W/ HV BLADE 1) F,GRGA BUILDING CODE(lion Mgh Velocity HurricQOe Zone, 11tAIr ���� '0,2011 EASMRl4 METAL SUPPLY,INC. I L E C LNC. Accordion Shutter System fJor 44167 a A•S•S mAn Ku MADE#1 PJ/OR W/0 H.V.V♦W6M BLADE +.«. DESLA3FmoN nA:E 03+1rN ar: AO. ILL American Shutter Systems IT TEST NG & ENGINEERING COMPANY (IF v+ e4se P.?:3rn s�S.a.3a5 w. x DutOLvs," mlos A9SOC�QtIOT1� IflQ t 'OLD i t-063 11/29 1 ..AtE.,, 11 J29/T1 9: {+ Pnaxe (as�9n-t53D 2.:Lsas 6n-1s3i 4268 Westroeds Drive 2 I DRAW—Na No �DR1DA..� ,�� m uwzai ae west Polrri Beach. FL 33407 3 11-192 cS....... "'N�yX ,P Tu1TER A.t1wT Jr P.C. PCE,' 09fDATE rtnacA Lt g 44197 a SH 3 T 0 20 SHUTTER ASSEMBLY 5CHEDU� FOR 3�s c HV-�,.Ih HV I..� 12'TO R CE 825' R(AOE t P SE �, NV BLAD I A525 .0525' /"_. Hd VgN00YV 1'LA:kE .0625' SIL72m,f'T HV BLADE 1A t Ij, I < BROES 'f,o CPENN� Is7s° Y KNUCKLE AB25^ HV'LONG RECESSED NYLON BUSHING HV SHORT RECESSED NYLON BUSHING ~ 1 I ftAT PORn RI.7 4l� HV NYLON HAT WASHER _ `"(DOR f/02.8(50' .X. HV WHEEL CARRIAGE AS] 3027303 SERIES i I � .I T Ar d � 44 D:870"x3/16'TICK NYLON @HEEL, .2 r IN.+ � xY xTNOcw • •3,9'9 SL:ARATION -e3.• 3:YSD0' 0.188'0 lISI 302 SERIES SS. RIVES eEr EEN ® HV , 3/4`ACCORDION PIN, N/,f�8 HEAD EXTERIOR I Q 0 C', as Yom• �'' HV 2 3/4"ACCORDION PIN W/ #8'HEAD Ali A7 '� C4, rvmn o nry ro A eETwE�ry TYPIC... HV WINDOW BLADE ( .AND �a POLYCAR9ONATE IMPACT RESISTANT HV WI"IOOW I T i $ POI.YCARROMATE HV WINDOW DETAIL (Dog® or (SEE NOTE FOR I I ! 'T '1 REWIREMENTS) ! (D R' BAYER h1AKR6LON 3103POLYCARBONATE I RESINS. UV--STAB,U2ED.;GRADE OR'SABIC cE 11 in:eUDE a u: INNOVATIVE PLA5HC_LEXAN 103 RESIN U ! I Q1 OR'QFj i I # (SEE'NOTE `F"ON SHEET 19). o_ (I). HV FqN�,SHALL ALVIA, BE USEp AT ALL EXTERIOR, � N& I � � POLYCARECNATE SOURCE FCR 440 BOTTOM. KNUCKLES CF HV ACCORDION SYSTEM W/ HVQ. DR ? `� EXTERIOR IAAF- ITV 1®':B1ADE. S I I Tnc�nrsrRncs s «Roac...,rs HY PIN +©ORp AT - RrfTfr+eE ue.mra ai.r u'wn m (2) HV'PIN,(g MAY BE USED IN LIEU OF AND ONLY AT aLaoCs`NNuc cI OR EXTERIOR BO TCM KNUCKLES OF HV ACCORDION SYSTEM VI/ HV(DI 00.324' Neg (see NOTE'FOR Patna Own star pa t W mare i BLADE W,HEN'CORRESPONDiNG.TO INSTALLATION 11", SHEET 7. 2��r q REOUIREMENTS) roe=YCW%mma,r ;�aSTN amx '9,(4040 wa e�oa P+:., runs-.STwwN-r rea -isrPt aids r??a -1(3) HV PIN;4y OR W/ ,/2" O,D: 1/1fi" TH,CK 5.5. Wk$HE 2aaU0 4040 oc ,i: a+t ao 0.4 SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL.X, "'r �j �I k u raem tttn amt mas is Fr-al ,t Fr- SHEET SWRC aWifT �kStYa1'S.!'.: U.2 S Bu'A IEAt WHEEL CARRIAGE DETAIL A S�M9C LAYOUT we m 9u99wa ASM aara a V# sw O,yM34 :4w Oraa9 10.0 T ata 7 )ssd C tE`?88L SREN01%+rtrft 131ra4039 wn P.J. 0840 NA DE SOLD A j�A V WINDOW SLADE DETAILS' '"�"'" 4� a Am° pmt P. e b P.t' N.T•s: FLORIDA BUM11 Hi.h Velocity Hurricane Zane, arra 502011 EASTEPW METAL SUPP-Y.INC, rri 1,1�P�ER A TI(4�---�_ � TM vu .J9,_ S Accordion Shutter System . � r — EC-5 ,NC. ■ . . NV.OLA , W/OR W/0 H.V.vmv EADE 44�167 American Shutter Systems cY, a�R,Pnox WE DROM er aa. ���%`` t ,'••, T14UT TESTING & ENGINEERING COMPANY Association, Inc. t :OLD 1e-sT63 ee/x/11 Q�re-. "�29/T' b't STATFTIF �" °3s "a' s `' r cx"aaa°cas.rtaa 'lsa 4288 Westraads Drive s DRAWING Nc �1-•--=+------- T 1 Phcne. (305)871-1530-.Fa.:-(305)871- NesPas Beach, FL 33401 FCORIa ' 11 192 E13- txTER Araur ar.PM 9 SHEET S/ N 1 etDR® um.P,atit6l P.E. 4 OF 20 S6{yQ �LYIh"�/GATE m a�•c3 m D �5«a ��� . g x '�" 1•y:sm •ONE HV LOCK(8 of f�SHALL,BE USED AT 1/2 OF SHUTTER'SPAN FO OAV 1 OR 12"ABOVE OR Br OW 2 OF 5MLl1TcR SPAN FOR SPANS UP TO 105-,AND FOR INSTAI.l0.TIO;VS gi ANY ELEVATION.HV LOCK t c.1 MAY BE USED AS AN€NSME OR OUTS'DE LOCK.ATTACHED TO CIQ OR 2F 1 r I I n CENTERMATES W/(2j 1/4"6-20 x 1/2`LONG FLAT HEAD S.S. M.S.LOCATION OF, LOCK SHALL BE AS INDICATED ON CAL 5kt1TTER ELEVATION. _ 2. a: PERFORMAN ^ UP TO TWO FIV ©a� LOCKS OR MAY BE USS AS AN IS1St c U ID COCK.CONNECTION OF LOCi<S 70 CENTERMAIES(a - V � C7 OR�SHALI.BE AS INDICATED.ON NOTE I kBOVE. IOCA ON OF L N TYPICAL SHU Lz tun, 06 N;" I AFD wrn�,.(tet LA.1(il:LOCKING.8468' ARE NOT REQUIRED.hT URRiCANE POSITION,BUT M..Y 2�d a�i5>m¢2�� 30)ca�• j °" E� USED tF DESIRED TOEnHANCE SHUTTER PERF'O.IjJ+NC& I.00IQNG RODSOR'AhP.LTERNAT OENCE � ' MqY.ALSO $E USED AT STACKING POStICN (NON HURRICAxYE P051TiDNj. 4. ,c K SMALL BE USED a OR ANY SPAN o q AND INSTALLATIONS AT P. ELEVATION. FN LDCK ar• H�LL.L USEC AS AN t7UTS10E OR INSIDE LOCK, ATTACHED TO q CORNER CENTERMATE W/(2} 1/4 0-20,x 1/2"LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS(S AT TOP k D02 M SHALL BE USED.LOCATION OF LOCK SHALL 8E AS.INOICATED ON TYPICAL SHUTTER ELEVATION. a b NDqc-N�,ne I MAKIMUM SHUTTER SPAN SHALL B-DETERMINED AS PER SCHEOUL£S SHOWN ON•SHEET 12, ® 5. FIRST r1ERNA TO AlANDATDRY=40(TIONIII VALID ONLY F04 NV LOCK A f[� (ETR CAI: ATFR 6fi e 9 nR 9 t ONE A>TERhIA'E SN WCK.,qq.�MAY 8E US: ED LIEU OF FIV UK c'-29 FOR:ANY SPAN AND 1 E' iNSTALCATtONS AT ANY-ELEVARON.ALTERNATE,LC,,K_GAY BE USED A$A<V INSIDE OR OUTSIDE LOCK.ATTACNMENi i .� I .' a OF 1/4'0-20x3,/4'S.S.THUMBSCREW TO OI CR ?CENTERMATES SHALL BE V-DE W/ 1/4'0-20x3/4°ALUM, �dS -'�" 'O h V RNNUT AS SHOWN ON SECTION HVE.SHEET B. QN�LOCK'SHALL 8E USED AT 1/2 OF SHUTTER SPAN OR TWO 1 �j' L• g LOCKS AT 1/3 OF SHUTTER SPAM I j ji;cng� v 'n S.-MANDATORY CONMION 03-FOR X=NE MOUNnNO R7Sr I ATONS_ ONE MV LOCK 0 or'@ or Gig 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 TO BB'.AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOCK(j or 23-or�'MAY BE USED AS AN INSIDE OR j OUTSIDE LOCK,ATTACHED TO Oj c-Q SYMMEMCAL CENT-_W.ATES Wf (2; 1/4'-20-x 1/2'LANG FLAT HEAD S.S. SEE ECD_J ` - M.S.LOCATION OF LOCK SHALL BE AS 'NDiCATEO ON TYPICAL SHUT I—ELEVATION,USE OF LOCKING ROOS S0 Ni/(SE} DErALS 0.4 ..� y j { j OR „IOP AND BOTTOM 5 COMPLETELY MANDATORY. DETAILS ON SHEETS 10 Jt 18 TYP,FULL `NOTES ON HV 'T" LOCKS AND CENTERMATESI HEI(IiT. OF CORNER waxrtm c;t+ t. CEhTERMATE �0,•ONE ALTERNATE HV'T'LOCK��LLgg MAY BE INSTALLED IN LED 0.r FIV LOCKS�OR FOR ANY SPFJtl AVO i IRSTAL ATION AT ANY EL-NATION.Al-T WTE LOCK 00 VAY BE USED AS AN INSIDE OR OU�SIDE LOCHS.ATTAChu%T L`1,.7}�'j,4.w•���ax�rA10��w OF LOCK''o INCLUDES USING REINFORCING LOCKER O.AS SHOWN ON SECTION HVO,SHEET 9,WHICH MUST BE {90`,: j e.( ca T(�1.(j�S.ex —•—� CONNECTED TO CENTERVATES @AND�19/ 1/4"0-20 x 1 1/2'LONG S.S,THREADED BOLT 14/7/8'0 x 3/32' _ Q*V, T 1WINGNUT OR,L'/ 1/4.020x1"S,SACS.IN70 c 1/4'0x5/8'RVNUT.LOCK MAY BE INSTALLED AT IAOSPAK OR 12' 6 J I a - MAAMUM ABOVE AND BELOW.90SPAN.USE O, TWO LOCKING RODS I&TOP AND SOTCM IS MANDATORY. '@V—@'8.08.J`R@- - �. ,8 R 0.@-9- I C51a fp.(R NOTES ON HD LOOKS &..� . I�r �+ TT r 1- A 1.HD LOCK Alk /HD CEHTERMATES 0311 OR CS W/f!T8:ONE ALF•RKATE HD LOCK l�j MAYBE USED IN MU OF L t1) HV B V E S U 1 1 GLL Al HV LOCKS OR I2. FOR A"SPAN AND INSTALLATIONS AT AYf ELEVATION,A-11RNATE HC LACK f MAY BE USED _ AS AN It'SIOE OR OUTSIDF.LOCK.ATTACNN£NT OF Hd LOCK -0 @ 5 W/3&B.x 3/0'F.M.S.S.M.S.,AND LYCLUOc"S ••�• REINFORCEMENT INSERT g4l AS SHOWN ON SECTIONS NDa_F&AND HOC-411C,. III,LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MWYUM BaCV OR ABOVE MIGSPAN,USE OF LOCKING RO'D'S 0-IS CO!JFLETELY OPTIONAL. FLORIDA UI D on High clocity HurriCane one 1FL ..... A, T/j(ij;M 02011 EASTERN METAL SUPPLY,INC. LIGENS� '!� BER Accordion Shutter STHA ystem 1�L[G4:Q iwa. ■ ■ ■ a tlo 167 RV,SLADE#1 W/CR W/O x.V,VANOO+A'BLAFE TILLIT TESTING G: ENGINEERING.COMPANY American Shutter Systems _,,Nc OLSc4;?110N DATE DPA.m s,r: A.c, ATE Or AssoGiatian, Inc. 1 CU) 11-063 ljjl /l DATE, 11/2'3/11 eHIO xm s (s sm.Z21.vlrax�maIexS,WMA V Itn 9 ` anonG;;«08)874-1510.F.,:(30S;87t-iS31 4268 WeaLrOads ©rive DRAWING No '• OR1DQ,.• a-ms:ukxuGe�I.mm %Nes! Palm Beach, FL 33407 3 11-192 ,FS+S/•........•N��C�tti¢ wuTEati TTIUJT Jr.P.& ' P.E. '!N/MAY '(IE/DATE FLORIDA E/c41n7 a SHEET T OF 20 ONCiETE ANCHORS ROURE:D CONCRETE ROURED CmuRen ONCAc"TE (YcE 5CIfECULE..ON OR CONCRETE OLQCK SH.ET 13) CONCRETE ANCHOT'S 1 i'A^2Ox0/c'S.s. CONCRETE R.9URE0 RINE scflEWS RECUR A ©� Fcfl ; (BEE SCHEal1U:ON NU 1/4•-2a CONCRETE ANCHORS 1 t$ a EYSCOt.-.{scE,uovrmNaQav SN[ET» SHEET'1�) NUTS m.12'O.C, (SEE Scew LE eN SHEET 11 , 1... {{14^.: 1//40-2Ox7/4"B.S. ECi-h-ED t"'ISE,SCREWS USNO 1/4•-20 NUTS 0 12,o.a,. 11?? E.U. 2SD uoi. - 3 oa 5 f, / b 1 U`� t5 xsa' 1 1 E.0. I=-F.250•.Ilax OFnONAE i -OPTIONAL i a ss c� ya wst�c ' _—(SEE ,s OZOULE a TO-E-7 1) Imp I -t OR @0 sn m ti ON sx=Ti tT� Q E)DSFLN6 ' I,I' � I B n GiASS_- tv�s(Da�QD J_ VIN..SEPARATION O TSHEET I , , i('(SEE SCHEDULE ON SHEET ij 1 I Ito ©W WALL HEADER INSTA LATION A' H1/ WALL HEADER INSOLATION H WALL HEADER IkTALLAMON + KEYSTONE r .--- �_ wN.SEPARATION SO CUSS. i E csTLAsS '` xvw OR.nt��,,� I 1 1 EKsaNc_,F— (SEE SC]MDu.E ON SHEET It) . Its¢ ;' t' -K7. ( MW,SEPARATION TO'GLASS te11S$ I . �.,,FOR RXtd)A10, tlt i i(SEE SCHEDULE ON SHEET I0 CH&t=19 E>nB'WG �' 1. i (� OPTIONAL I OLnSS r /J '^ArIDhAL �I 4•kOY. 1 ! ;p V E.0.* i.f l i i i 'iJ2 19 - � �E�IfO t/ `a 13 OR L1 OP.14. r- _ .a/4•o-20x]/4's.5. / M I-£Q EO I, Lu S TRUSS HEAD ✓ - NOS. 1/4 a-2tT]4'S,n hMLUPS. �• MACHINE SCRET55 US190 CONNCRM ANC TRUSS U(MAM C SCREWS -- CONCRETE PHCH0R5 t'.xJ .18 T• Ile-20 NUTS Q t2'O.C. r ) (SEE SCHEDULE,00 W/1/4•-20 NUTS D I2"O'C. (5£E SCHEOULE _SHEET 13) `-M,r.. FOUCc--'0:C0,5CRETE_ SHEET 13) CsYE'I'e.BLOCK POURED O CRE•fE.et RECURE R CONCRETE B=X - NCRET£ANCHORS. RECURED REOUIRmMY WALL SILL INSTAL TION (SEEScilmuLE:-ON (�)HV WALL SILL INSTALLATION. FOUR0 CONCRETE SHEET 14) OR CONCRETE BLOCK WALL.REOUtREa HV WAIL SILL IN T�ALLATIQN NOTE��coMBrNArvv�:SCC1iaN4; .INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR Tl'FICAL SHUTTER *E.0.-E=4i5TA•:CE L' ASSEMIY •SEE LIMITATIONS OF U�x'FOR .{) W V B LA D E 2-MO TING SECTIONS CAN BE.COMB`NEO (SEE SPECIFICAT'ONS ON HEFT T3) RUDE tl ON 5H__7 19 W kNY WAY TO 9.Ai`1.,17 INSTALLATION. FLORIDA BUILDING CODE Ndn High Velocity Hurricane Zone, 144,Tt��FtA. _ 02011. EASTERN METAL SUPPLY.INC. �c P "Vivs". '' A Accordion Shutter System `, ' •140$ "' - G L If1c. ■ ■ ■ ■ Kv, UXE#1 W/CR`V/o Kv.wNoow BADE TfLU7 TESTING:& ENG)NEERING'COMPANY Am®ricar $h4tter.Syst19TT19 N aeSCR:FT{aN OAte LwAwxB+: At. a3es n:+z, ata s.,s:e.]C!,w cA riAa'xs.Flo=331ee Aftsoclation Irta 1 OI.O.t -463' 11124/11 t»E�., 11/29/11 L o STATF nr 'it Pnene (xe)B71-ts3O.Fa.:(v15)sts-t57/ 4266E Wastroods Drive z DRAWING No HiQ'•. ,e a_m_39 tdkt*0 G4 4m Wes: Palm Beach, FL 33407 3 11-192 CQRIO. ��Pt WAITER A.T0.11 J,P.E. � 4 �'FS �I't 1'LOIMD.s Uc�1 44167' `+ SHEET P,E N b51_/DATE A 6 OP 20 POURED CONCRETE ANCt/0R5 I yqt �♦ I__ 'k 1 l eC1;nS£V'NUTa!1 I 1 CONCRETE '(SEE SCHEME ON SHEET 13) u+ssfT (ne, ox REOWREO EDGE Ci -'{1,FOR aKEO)W0 u LfA+ANax SLAB IF l rasa I"-W Sorin ' .Q- MPLCAGLE ISTU)D �o,Att al sm,u' f I cess tOCA7101.1 e1093/ HEX VWA5Y7!HEAb I! 1 11 ISR 1,X1 .7/s �x+. TER EWS C 12'O.C. CCN ANCHORS J $ ©, 7 (SEE HMULE 0.V SHEET I S) E '! I• FPPUCABIE E>asrid I I I EDGE GE rr - . ,r Ea E of ��� ' Gus,...—{ SCAB R• f t/x- _l EM oIF r E 7 1 APPus�atE APPUCAMLE r., s1AG LF wi'iFPh+tFR4 '.' .E, :0•. -AFPIiCABtE .P ftD] �� PWRFA-- nAT PEAD CONCRETC ANCHORS r m' (� C CRETE -D,. CGNCRU (SEE SCHEDULE ax SHEET.14)- -.?,IR>ae�'86 ♦ PDi7Rx-4-� IR [,.F'uT READ CCNCRETE RNCNORSU'�, TION .OR cDNGR�. H3mt Q9 I M REWIRED E D: s.D.• (SEE-SCHEDULE 0`!51iEEf 14} 11 ,V ONLY FOR UP TO +70, -75.PSF A.S.O, (D'HV FLOOR INSTALLA ION t HV WALK—OVER INSTALLATION, E.GN PRESSURE RATING'rr FOR SPANS PER ATION SciEDULE Q3;sHEEr,1 crS ¢ {�'��a�srA.a AV— a ti'__ CONCRETE ANCHORS u� » m , (sem SCHEDULE tiN —_—c wrr w sH*±T 1 s v+re mr eJcncv TeacoN WA I 1 1 ~'� —SNE t E)CST2G T? 1r� as,i u EXISRNG.-� 6. 'EX6IfNC—'I w.r_9.rw�ov ro a.,ss r _���� GLASS--4 :FA3T¢aIK TMPtA�wv0Xxes w/. 1 �j,X, GLASS k Gl}SS Jar s.¢amr a sKA+tll". ----y/ 1 I! :Ooaw ro am" 1. s PFT E1��r o e- 1 ' J aaY orona ac wcr,ry , oc.Fox uF Ww fs U�cEa.v AID IV 1 AG:W, SPARS uw7YVN_ M IT r lM,t 44 Vw 1,/. r. ♦,. fes. O.y- 11CiS 4'NEX C I . OR � F ! s. HEAD i sT"tr SL'MWS '; ' -e 12•¢G: 8 roAx3/.s^ HEX-rEaQ.�J _ i:xo•'iii a`scs 7EK CR.�YS Q 8'O.C. 'CONCfi_^,L-ARCHORS i, 87_ 3/ ♦?14k3/4'S.D.S. i +' J OR 1/Pc-20 S.S.Y.S. ; (SEE SCHEDULE ON n 1 �O C 9'0.C. 1 - - YCk, (• y�/ ! W�NUT O 4'O.C. D 1 SHEET 14) ELS=WN SREJCIURAL ------ .. 17 DR..18 1/2' (1' ''1•� 18: I 200 YIN - YS.LL IT:7, M1t / i <'! / PLIC IF L �J 914+3/4 F.H.S.D. t MN.,;'. S', FbLRm f:SHCRCir i?8' F 7/8-- % APPLICABLE O S. O C, _I RFaUtliu, CONWSTE MICHORS SEE ttOTE 13(4) r �•�I :. FOU ED:.CO.M1CRETE^^} (ME SCHEDULE:ON ON, 1 SEE MOTE 13{D) t_ D. .C�CRETE BLOCK SHEET 14}' - - POURM CT••Pt'F,t6T£ ON SHEET! oR eDNCRM BLOCK REDu�1ED VK NE MQUNTING INSTALLATION OPRONAL. POURED HV WALL FLOOR ING7'ALLs714N UAXMF8'-C' CONCRETE. © H4 WAL WALK-OVER INSTALLATION uAxuuY srJlral 3TAN e-0 REOWRW . bV RAINGUARD INSTALLATION t 8:2`rGR rmmrNAna? aoCnnNr; •E D.-EDGE WSTANCE gRE1,110VAS wx ray F:;}z�tcLV., AOJACEN7 TO AN OPEFL9LE EXIT SEE UMI ATICNS O:-USS FOR I-SEs.SHEET 4:MR TY)rICJd,SHUTTER, (SEE SPECI•CATIONS ON SHE&1�) OR ENTPANCE'. GLADE 4G SHEET is " INSTALLATIQhI DETAILS W,[ CU HV BLADE ASSE4'GLY 2-WGUNTINGSECTIONS MN GE COUSENED ON ANY WAY To 5UIT ANY LNSTALLArroN, ,,,,,,,,,,. FLORIDA BUILDING CODE(Non '8i h Velocity Hurricane Zone, 02011 EASTERN METAL SUPPLY,WC; BERTHA HVT. S Accordion Shutter System '' N(► 7=6 '- /7w E C 7o rtac. ■ ■ s ■ Ky ea . ) w/OR W10 RV.�wNDor�MADE -- t t ? f ` : TILLfT TESTING'k ENGINEERING OOMPANY AmeTIC17Tl Shutter Systems ry,R omparnow DAZE aRAWI s,•, AO. Cc) a� 4't' eJx nw,xm s, st,..39l,vs,a�rA c,.ecars,Ft-OVA mm ASsOCIQfiOh, Inc. 1. OLD 11-083 1142!:' - r� '• -_- } P.cna (ws)e�1-)ssQ.Fa.:(SOS)87+-1s3, 4268 Westroads Dreg e s DRAMNC No -C(s CO��11111 e-6161i Ult-19 west Palm Beach, FL 33407 3 11-192 -moi �QNAL E ,1, V;ALTER A MUr Jr,P.E. TE ua P s<la7 a SH7 OF 20 SEE END WALL C ON 1 SEE Norm-ax LecITf.8005 0.w 1ACKS®'°r i s '� H� ML�LTv..WTE MY LOCK®ON svEET 6. O.UT 9 . IN I EXISTING GLASS INSTALLATIONS W/ O *.8'JDE SVC%DEµL h%lr,15 YKO FOR Ill BLADE Wj HV CENT R AES aENTE,-ns APDL ,wa 1N ego OR 2A E END WALL CONNEnON t o-�>m�•�•I�:�°"- t—FEkSILNO GLASS ------ ----- -------�--- 9`r211/8'A'-2 1 ®'.®w�•���f� 3 1/4-. 7• 8 1/2° T I (6063-T6 Aum AWu. OPPOSING ANGIX w/M 1 4•o r 1y2• �•®. SYMMETRYGAL Ulm �+«+ CET TES tri'/Dam�ail c ataYs/+ sN.S,0 1z CE S NN, owmaR C°,{1o.sra su.s: euu yJ' HV LOC . 5 4�tf HV LOCK` ar CLQ TO AT FAC01 ANCLE:.(TMON SH {SEE.s itdwif.. \I / X-2• 1 • P / 3 It OUT W - t0•� �* °+Q*� .H� QG'�°iQ<Oc6®°n EK15TING GLASS CGN�R E BLaCt�WALL ©-o o @ I --- — ,D oaf- QEOU F.D. SYMMETRI AL — 1N .�j`.���, •+�0::0 a 4 S •���_�„�•� isnx CENTERMA S, 6 ,{�'�� ,({�� ul"'ro GusstG�• CLASS b _ �• °8�`'LJ:w®'S'.J.w (SES SaMEOIlLE HV '. NTERIOR ®.®g ra�9• a 1rJ•.� ON S'NEEY 11)_ LAN.$EPAQATbN -� TO.Gt.ASS l;1 ��®� (SEESChr"'UUCE' iV --)__'—_ ON SHEET;1j (wTEMOR) -.—-�_ --_--� 3 ��.. QUT �coxc' RATE _ 1 a�aiDaS s 3 * ( * FO—'c7 =OUT (EX EF GIt) V ��JJ X33` HVF** HVD FLORIDA BUILDING CODE(Han. High Velocity Hurrieone Zone ®2011 EASTEPVt METALwP;=Lr, HVTU .; ���ENSF'•.'�' /mUlEcomr.-\ S+ A Accordion Shutter System ■ ■ ■ ■ KV.RAX#1 W/(AZ YJ/O FIV.%Iww BLADE • /� ;`: . 'k ANY AmerlCCn 'Shutter Systems , TILLITTESTING ENGINEERING COMP x° mt"TION 0.rc .owns+er: Ac. STATE OF 'er osis N.tti.1.M.S_,3.'a..ws v u.4:t,IR:GxS,ttn 3]165 Assoclation, Inc... 1 GLO.'1 t-053 11/29 r .oxm 11/29 11 of - 4268 W (305)871-wl eStfcods Drive 2' DRAWING No •�O,6�SFULTM A. tFO" Wast Palm Beach, FL 33407 11-192 .S( I fLG 001 t;a @ 44167 5 .SHEET P.E,. Tift/DATE 6 S OF g POLPRED ^-'OR POURED CONCRETE. POURED CONCRETE RED CONCRETE CONCRETE°tBLOCK WALL OR CONCRETE d2 CONCRETE ,___f OR CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WALL REQUIRED- EXISTING � ,// •` EXISTING GLASS EXDSTYYG GLASS CD•YCRETB ANCHQR� —EXISTING GLASS ^F O 16'O.C. �2'N2d. '---i .'.•.T._.....� / r 2•,tAIN .-•� E%15RNC;6LA55 ,/ tAN. •.RAT)UJ , TO O E 014 SEE / ./� x•S:.IASS LC IOY E0 EO TO CLASS(SEE I I 1 ME TA .j •.O,LSC t,%"L S> TIOM .SOIEM,E ONSNCET 1116 x3''xuX. 'CN 9i-=19�OR to fXA49(SEE If FOR BLADEi9AID (ECB]—Tej CdYi. BCitXESO�Q 11 FOR -(RAND I 15�fOi _mHS) '(LQCATE AT ON 5!47 19 FOR ALUM.CLOSER BUCES t ON SIM F� IIt---� ON SAM m$ ErTHf�R SIDE j �° PIATE..(LOCATE' i/1' Off f 5) 'AT E77H£R SOE lA1N , I 4 front/2.S.M.S. "I ,(AS�PPP4 LE)%2x1/,e'%o'-? $tOt1/2"s ia.5,'I _ 9 16"O.C. --- ALHMAUM L@.ANGLE' - - - 6 r9'D.C.; —_ - ,'(6OE3-T6 4th AT WOHE;GHT, . LJ� M1/4 P S ANCHORS TO ?NAIL AT i C.(LOCATE-AT S r OR ®� SEE^DETAIL X FOR t�OR SEE DETAIL COANNECTON 1 OR EITHER SIDE p0) OR , TO TRACKS SIDE,CONNECnO;t # ,.®w©:dv a 1 .�- DETAIL X FO 4. a 6.7 w 8 fU0•®�^, TO TRACKS SIDE CONNECTION o� ©'� 8 10•®w �. a 8 2 4 6 a' ��*�-�w�•�w TQ TRACKS 1 ,�•�w,ra, `^'o�a©•�c®.�a1 7 d 6 7 ©•O @.@.Q)-6. (D-0-0-0,-0 0- 0.0-0.04).0 O O �Q�..O b m ®•®w®.�w® a�s® 0.6w®•®m®.�w®.®' ��®•'tom^®•®°��C7 END CONNECTION bETAIL 1� _END CONNECTION DETAIL Q END CONNECTION DETAIL END CONNECTION DETAIL . ?.RSQU'REO ONLY FOR SPANS GREAT£Ti THAN IV . ' POlL9E0 CONCRETE OR / EXISTING,GLASS CONCRETE BLOCK WALL EXw REQUIRED I CLASS ItI .AIN$ePrRt11CP3 �1 i/2 Sat LSaIARiT" Y —_.._- �»_ -- S';ki"DUIE b _ _ OR SOR�,OR 11 FOR MAtECDA'ID CONCRETE '1/2''N18. TO. ON S�T'19'FOR" ANCHOR c- F"' P� ZI SHEET , 11 FCR BtJQE(Q A;tD ____ _ _ ( OR OR OR t" CONCRETE ® Q/Cf3Qlt�n 12'O.C. c0 5- and F A -_ f. ---- t AJYC _ c OR 2.4ziti,a } 2_•MIN. ,P UµITARONS OF UM F 5_ t aR BLADE' 01t SME?19 OR@6Al�' OR@aR j�` �1kxT.LI: �,' LPOURED CONCRETE OR t OR €��©07'e , .®w DETAIL ELATION CONCRETE BLOCK WALL 1b:® ®e�.(f�.®a REQUIRED ®��� •�-®m.. ©•O• �©•O•�� M HV BLADE 'OR 46), HV WINDOW BLADE INTO CQNCF NICRETE BLOCK WALL, E,j<E) CONNECTION DETAIL END CONNECTION DETAIL'® O FLORIDA BUILDING CODE Non High Velocity Hurrieene Zone . 02011 EASTERN METAL, SUPPLY,INC. BERTHA HvTm S fes' Accordid,Shutter System ■ ■ w. H.V.RACE#J'Wy CR W/0 KY WINDW MADE 74 � 7 ; American Shtaffer SWIms CJ.N amomPRoN DATE Iw1Aav 9n Ac... 71LLIT TESTING.&ENGINEERING COMPANY AssOolafion. IEt6: 1 OLD 11-067 11!29111 tATE 11l29/tt e:s5 N.iY..Y.n 5»Slv.765,I,nrax:A ciaxT.PtCtu'"..Isslu .: PG (xs)eTl-•5so.Fa.:Et9�1-1uf 42&8 Westroods Dr1ve a DRAWING No ':FLORID?• ScA,`` .-ire- e�isl'C0 Liles' PQIm Reach..FL 3340.7 s. I I�)g2 F \ ,1` WALTER I TLUT a...Ps- 4 SHEET1 P:E.' }NN Toy?E DATE FLOPD+u_144167 a 10 OF 20 SCHEDULE A7 SCHEDULE b2 SCHEDULE d3 MAXIMUM SHUTTER SPAN 14+" OR "L MAXIMUM SHUITER'SPAN "L+• ApXIMUM SHUTTER$PAN*"L+" - • 'FOR INSTALLATIONS YJ L IysT61I n�icD (ft.). / DR L-"(ft) FOR �®.&®or or (/ OR "L ((t):INSTP.LU TIONS INSTALLATIONS W PI�i YJ' HV R . CONCRETEY.&. WOOD (1)L+: &S-DM'DESION FREE SPAN FOR.A CTVEN, 4'1;/ ONE H.V, LOCK '@ or @ or or MNJSOR:` POStTVE AS.D.`Di.SIGN PRESSURE RATING, Fid LOCK- MtJ N0 LOCKING RODS or DIVE w LC-K or or & WI ON NV LOCKS ���� ® OR V!/ NO LOCKING WALL A. B. C. 0, E. M, N 0, P, O, L MAX.AL.SSPRES SPAY FOR A C;JO:NEGA ' CENTERMATES &g W/ ONE W "T" W/ NO LOCKING RODS ODS A.S.O.QESIGN PRESSURE RADr G. LOCK® W/T41'O LOOKING RODS Q TOP& (SEE NOTES t;t'1') MOUNTING. F. K��&,L R. S;B�V. BOTTOM (SEE MOTES (VALID FOR x3LmNCQ (2).PROCEDURE TO.OETERMINE M'4,,JUM SPAM FOR /I�4 SHEET 7) FLOOR/CSILING G, H. 1. 11,J T. U. W& X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/COLING: CONCRETE WOOD�INS1AItADONS 0 CONOR411L&IY000 '.MOUNTING . uAnu4M wculal I i i ywyUV CONCRs-TE &M GIVEN A PfY'RNE A.S.O.DESIGN PRESSURE RATING, A";cc= Asa OMB � 19.0.OURGN ViSTALiAibNS rtesmfr WALL MOUNTING FLODR/CEIUNC ' tea;� NKL MOUNTING, PAssW DETERMINE MAXIMUM SPM!'Lt'FROM SCHEDULE. A11010 .MCUHD%G RAING .& Rm?= 'FLCCR CEDaNG MDUNTLYD GiVEN.A NECATNS A.S.D.DESIGN PRESSURE RATING. Ap►e.). (Wd FLODl1/aOUNo MOUNriNG (pud jr tii-) ..! (+ee_1 (+DR-) Hoeft 'sLt MOUNTING x � DETERMINE MAXLIMUM SPAY'f:'FROM SCHEDULE.: . L+ L-(N L i 61 L-il'3. L+-(hl t-w L t L-(D) b MAXIMUM SHUTTER SPAN lt°OR'L-"FOR JO OR-LE 16'-0" i6'-0' 16'-0" 16'-0' 30 16'-0' i6'-0' 30 16'-0' 16'-0' iNSifJ.LARONS TNT0 WOOD; BE UMdtEO TO F1'v'•'`MAXIMUM ALLOWABLE SPAY IS�F3}i:AL TO THE 35 it'-10 14'-10'"'19'-2' 16'-0' J5 :4'-l0' 't4'-Tc' 3S 15'=Y t6'-to° IDS pst.AS.D.DESIGN PRESSURE RATING. ]NIMUU DETURVINED SPAN SETW'EEN*L+'AND t 40 13'-10" Cr-10' 1+'-2' 15'-2" 40 13:-10' 13'-f0' -.0 14•-Y 15'-2' (3)PROCEDURE TO DETERMINE MAYL*JUM SPAN FOR 45 t3'-1' 13'-1' 13'-4• 14'-3- 45 131-1' 3'-1' 45 13'-4' 14'-3' t,HV CORNER CENTERMATE,13 MAY BE USED A AU COMBIKIMMIls IN.eEMT.EN WALL MOUNTNGS 13'-T 50 12'-5' 12'-5' S0 12'-3' 13'-1' ' MOUNDNG INSTALLATIONS.LOCKING SPECIFICATIONS W/F100R/COUA`C'MOUMINGS: 55 12'-1' 12'-17' 55 5$ 11'-1' 11'-11" SHALL RE AS INOCITED ON MANDATORY CCNOR ON§2 FOR A GIVEN POSITIVE A.S.D.DFSIGH PRESSURE FSO 7 i'-+'' 11'-4' I'-T 12'-4" 60 11'-4 11'-4' 60 10'-2• 161-11, Rom is.SHEET 5. RATING: .65. i - _ - I I-l" fd'-11`. 65 1 - -IO-o' 8S W-5' 10'-S" DETERMtNEs 70 t0'-6 10'-61 .10'-9 11'-5' 70 10'-6" 10'-6' 70 81-9+ 9-t' r•� L1++*MAX.SPAN FQR;WALL MOUIiT NC LNSTpWTONS: L3+.MAX.SPAN FOR.FLOOR/CETUNO MOUNTING 75 10'-1' 10'-1' 10•-4• '11'-t 75 70'-1` f0'.-f' 75 6`^9' EYtiPT TriATMAXRAL'M SHUTTER SPAN l+' INSTALLATIONS. 80 9'-10' 9'-10' AW-0- FO'-9' BO W-10" S'-10' 1ANO- 1 LAT PAW-MUM INTO A.S.D.O�NG CCICPRESSURE RATING.FOR FDR.A GR"c-"7 NEGATIVE.A,S.D.DESGH.FR°SSURE 85 ti'-6' 9'-6' 9'-9' SO'-5' 85 - `9'-6° '9'-6' ItSfALLpD0,Y5 iM0 CONCRETE OR CO\'CiETE BLOCK RATING: - 9D 9'-3- 9•-3: 9'-5' To'-I' 90 g'-3-3. 9'-3' - SHALS SE LuTo As Fouzvs1 .DETERMINE: 95 9'-D' 8'-9' 9'-2' S'-10' 95 9'-0' 6'-9' i- CONNECTIONS'TO KEYSTONE MOUNTING Lt--MAX.SPAN FOR;WALL.;MOUW14G INSTALLATIONS. 100" 8'-9` '8'-4' B'-0' 9'-T 100 '8'-9' 8'-4- UNITED TO +64,-72 P.S.f.AND 8'-0' SPAN, SEE L2-.MAX.SPAN FCR'FLDOR/COLhwG MOUNTING ...MOUNTING'MOON SHEET 7; INSTALLATIONS 105 6'=7' 7-1r B-B' 9'+-4' 105 1. T 7'-11' 110 8'-4'� 7'-7' 8'-7' 9'-2r 110 6'-4' 7'-7' FINAL}.WiMUM:ALLOWABLE SPAN TS;I EQUAL TO THE - 115 °8'-2•. .7'_3• 87-4" 8.-11 115 .0'-2• ^.-3• SEPARATION. TO -Gi.Aee SC!'7DLG MINIMUM-:E="R,'EEN.1,+",. }'.11=An '17-, 120 .'8'-0` W-1 I' 8'-2' 8=8°.. 120 61=1' 6'-•,t° - (4)CO TO ANCHOR SCHEDULE ACTH FINAL. MAXI MOM _ 125 7'-10' 6'-8 8'-0' W-5" 125 7'-10- 6-6' ALLOWASLE_.SPAN AND NEGATIVE A.SD.DESIGN- 130 7'-5' W-5'.. .7'-10' 8'-1' 130 71-5' 6'-5' PRESSURE RATING TO DETERMINE MAXIMUM ANCHO7-7* WIND 135 T-7' W-2- 7'-9' 7'-9- 135. 7� 6'-2' MINIMUM SPACING. 140 V-5• 5'-Ir T-T T_6- 140 7'-5' W-11, ASTM E ZONE—1996 SEPARATION 145 7'-3- 5'-9" 7'-5' 7`-3' f45 7'-3" 51-9' TO GLASS 150 T-2' 5'-1' 7'-4' -7'-0- )50 7':Z 5'-7•- - 1_55_: !7'-0' 5'-s" 7'-2' W-9' 155 :7'-0" 5'-9' t T)RU 166. 6'-11` W-2• 7'-1- 6-7" 1.60 :6'-f i" 5•-2' 165 W-t0' 5'-11 7'-0' 7-4. 165 "6•_10' W-1' 170 V-9° 4'=17` W-11' 6'-2' 170 W-9` 4'-11" 175 6'-7' �4'-2' 6•-9` WO" 175 .0'-7' 1-9' 180 6'-6` 4'-6' 6'-6' 5'-10' 180 .6'=6' H •7 BLADE 185 6'_5' 4'-6' 6'-7' 5'=8" 185 .6'-5" 4'-6' 10 I90 6'-4- 4'-5.• 6•-6' 5'-6" 190 '6'-4" .4'-5' 195' 6'-3' 4'-3'' 6'-5' .W_5" 195 _'8'-3- 200- fi-2" 4'-2- e'-4° S'-3" 200 6'-2' 4-2° 205 6`_t- 4'-t' 6-3• T-1" 205 6'-1" +'-7' FLORIDA BUIIQIiVG CODE(Non High Velocity Hurricane Zone, = 02011 BERN MET&SUP?LY.INC. P - ERT A HVTM IMME CO w * ® . Accordion Shutter System Flv. .#1 w/:OR w/O KV uL.Noav®ADE American'.Shutter Systerrla CV.N CESCR M04 DATE DRX"6r:1i,6V.L.G. i1Ll3T TESTING ffi ENGINEERING COMPANY •'. /afAiC�F 5 `. e:ltsw.w.sM,';i su::3as,v,rsa.-urwcO+s,FLMOA'.Lt,ea Asso6lalon� Inia. t OLD tf_C63 11/2911F"ArL- t1/29/1T p Powe (3GS)671-1530 Far (3f5)b7t-,s3, 4268 Westraads Drlvs 2 ORA'WiNG.No •�011 ��Y t,� rmaa: osa.c,m West Palm Eeach, FL 33+07 3 M=710WlLTt11-192 s l' R A.TILOT.U'P.r. A P.E.'Si'R'/€+Qx#f(iRE/DATE ila7DA Le.1 44:67 a SHEET OF 20 TM r �' gaols= gap go allolmong no 114OWD P111p18811°QQA�plunIficasom Q1O11aallngI 1. '31 a Xlean a is :1 1 111:110: oil 91 a Gzcl: go �� en H 1111111 ON :011-11121 go .22111 1:11mc: -XIC: cc: cc: . 1 on =11112=22122 amflGQCIBG OCICI ME91 I Dan ran a an I@ loosiligialiall a 11 111 0111 am 11 9 cc :5111MMI oil a on all on, no all a is .2 came SIS1 0 main pan 81 a DflCaQC "I ii - -001 1 a IBM an I a I- -:41121m SIM 1: - a SW pool I pull smoomm I M1011 61 036"Nal 110M 3 1 ME IN gas NEE lei QQQ BBBBBBBBB a 0' EM1112111 91512111 Wo- llop an- a KIM am an M anionan a a A Mal�nAaaiW no INI'll I all an 1111 zc:rmclllccs: oil HII. 'I'llon calmoulaminal all cms:mcnlo am ago goo Ion a 2111 1 Ihnl Ill IN I Mal 1 2 1. a I ffilmomiml goal I 022a 1202100110091 O�®�®�®HOe9HeE . seaic Z 818 an an a aaa I.-So .10 all a Ili 1111111 a slim- colims IN III I a an on IN -:1 21.11 - :cc: is -Ml 'I all a a Ill 1111111 1111:0 a- - all 11 QQQAQQa 98999999 . Fm.q R PM.9 M- . . a Mao moo - is Boom a 20 1 91 Im HIM MQnQDQDa E 0 manage ...a I a 18E200R1 111011 1 as "I Us , all a a Dollo p 00 %polllogop an Dollop Ill Ill lei Elm :11 aim all anllaloop an Milan 1an a anaaQ �9t3 0 a al amo1 3 sM 880000 8013 MMEM a an0 moo a alloollon goo DID aaaa a OHIO 1 11111 1Qn�am aMa .. 11.11181 do I IX.211 local Inc all a all 1111 11111 Dal pop a am 1 a I000®®080008' a 11031 am a am ON ORNPI0mail Inn a PIRPI Mal an a IMMUMEN -. a Nunn FkU(IMUN ANCHORt cpACiNC {jD cC H i!11 FOR A G(VFT hl any 4UrrER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS D DOGN NEGAAM PREMNRe PAT :luF A txiRBF�ftihkn Lu 11h^TYPE FOR CO) OR L�ry(t k1F Od I-MMS (S1 TT MOUNT=S E,0,&H ON SHEETS 8&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOILO775: POURED C01,91MV0004we BLOCK POURED CANg37fi (A) SD EXISTING POURED CONCRLTEI(Nin.I'e J k5i) MA1oM1D1 E@WAI L.Stu MOUNTING , OCEJUNGMOUNTING -@FLOOR,MGUNntt© -1/4-0 TAPOON aR'WCON Y4TH ADvai:C=.n THREADFORM TECHNOLOGY ANCHORS..AS''MAVJFK ,RED-BY I.T.W.I,T:w.sUIZO;(uI'c.S k6,) Mu A:Y40HORS CRpP;tNfl UEamn - t/4•e c 3141 ALL POINTS's0U0-sET.,A"VcHORS,AS DISTRIBUTED.BY Al POINTS SCREW,MT&SPECIALTY COMPANY,0M: V.m 3 ks;) (It) EFS'#WEA.. ;.�L1E PA914 f S.m VeSSN Zc+:^rE!4uMft l t � .E PZLwal IIATONO -1/4'a'BWE TAP CONCRETE ANCHORS W/CFP AS MANUFA:,TURED BY.FLORTGA FASTENERS DIRECT,INC.(Mitt.PC.11,21) 30 40140 75 90 120 160 205 30 40 6O 79 SD f]Q 1H 105 3Q 40 6fl 75 9Q-120:6J 205 TAFCON - 114'9 UPPER+-ANCHORS AS MANUPACTUREO BY t1 &Rs,FASTENERS.LNC„AAO DIST..kniTm By ALL PDINLS SCREW.BOLT S SPECIALTY itu'1cON MTH ADVANCED COURANT OR ACY,OTHER APPROVED LICENSED OR AUTH0W2ED L'HNDOR-REGISTERED WIN THE AMERICAN SHUTTER SYSTEMS As _ :A 12 1D a SOpATsON,INE. 1 6 a 5.s 14 1 IQ'9 B 6 a 6 14. 12 110 9 8 a S 6 fHREAOFORM T€C14NOLDLY (IEw.Ye+3 k5T) $'=0 14 12 to 9 8 1 8 e. 6 14 72 tO' 9 a' e 0 9 N 1-2-110 B & e e 6 ALL POIMS sDIJD-HET A LESS 14 12 16 S S 8 e 6 i4 f3 1D 6 6 8 a 8 l4 12 SO 9 6 8 8' s 14 11 10 9 8 8' a 7 14 12 10 9 8 B 6 O' 74' 12 IO 9 II 8 6 a BLUE'TAP W/CAP NOTE$[ 1a 11 10 9 B 7 a5 39 14 12 10 9 6 a 6 •6 N 31 t0 9 8 a e 5 TAPPER- A1)k(INRIUM E118MUENT INTO POURED CONCRETE OF TAPCON�OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHOAS AND TAPPER+, ANCHORS IS-1 3/41,NCO FOR.BLUE,TAP W/CAP ANCHORS IS T 1/2 ' 4'-D• is 12 10 B B 8. :8 8 14 12 10 B B 8 6 8 li 12 10 8 B 8 8 a3 t4 11 10 B. e a e • 14 12.. 10 9 e a 8 4.5 14: 12 t0 9 e a 4 33 A.2)MINIMUM EMBEDMENT,OF Ileoa�k.3/4*ALL POINTS:SOLO-SET,tiNCNO.45-SHALL BE 7/8'INTO THE PDURc-O.CONCRETE N0.EMBEDMENT 14 12 10 '9- a a 6 43 14 12 10 9 B a 8 5,5 14 f2 10 9 a '6 43 INTOSTUCCO SHALL BE PERMITTED.1/4.0-2M S,S.:MAMNE SCREW USED SHALL BE 1 1/2"LONG LCMIJUM SHOULD STUCCO DOST.AN'D' 1t• 1Q '9 739315 - 14 12 10'. S a S 6 5 14 _j2109 B. 7 5, 4 ♦3CaU Or$9F'.UsB FDR 14M'.NIMUU'FOR WALLS NTTM'Na St1JCC0.. 14 12 10 �9 B e 0 6 14 12 1 9 '8 fi 5.5 l4 12 1Q 9 8 a- 0. 5 19 5'-�• 14 12 10 9 8 +7 -4 - 14 12 10 91 0 615 3 31 14 172 101 a 6.5 5 33 J' ,e P, A.3}NN CASE lWALL BE LO G ENOICH TO REACH PIN ST, CTURE,OR ND SAIDt WALL E FOUND"ON THE�EY SHA BE S FLOOR,'. /s 11 T5 0 fi 73 43 - 14 t2' /3� 5 0. 9 a <.5 74 t2 10 9 e 8 tis 75 A.\L'•..aRS�;NAII BE LONE ENOUGi'iTO REACH THE. STRUCTURE,85JUt+0 SAID wtd:t FlNfiRES.7::CtiORAGE SHALL BE A5�!tpDltAi¢D:ON M to t1 95 13 es'43 - - 14 12' 10 0 6 7.3 5.3 4 l4 t12 10 9 a 6. 4,5 15 NOTEs'A1)&A2)�ABM.FOR TNSTALLATIONS ON"YL S611G 03 EMS WITH OR WITHOUT METAL STUDS-CONSIBS THIS EN ricin.FOR; 12 f0 9 E b 6 - 14 12 10 6 6 8 6 5 14 t2 10 i 8 83 - 1S INSTAl37u-1PN ONTO EIFs WITH METAL STUDS.SEE SHEET-20. 14 12 110 0 73 a3 3 14 12 10 83 7 33 4 3 14 '12 '8 QS 53. 4 3 14 17 0 9 a' e - - 14 12 10 8 8 e3 a 3.75 14 12. 10 a.9 8 5 '4 (B) TO EJ]sRNO CONCRETE BLACK:(ASTM C-90) 14 12 9 a5 53 3 - - 14 72 l0 9 'a eS 4.5 3.5 t4- 12 10 6 7 5 1S 3 1/4b TAPCON OR TAPCON WITH ADVANCED THREIDFORM TECHNOLOGY=NOSS,AS,MAHJFACTUREO HY"LT.W.OUILOD,c: .7._0. /4 I] 10 9 8 8, - - I4 t2 1C 9 6 7 6 4 14' t2 t0 9 73 53 { 3 -1/4.'0 A 3/4'.ALL P=ESOUO-SET ANCHORS•AS DNsTRIBurm HY ALL'POINi5.5CR£w,Eau.&sFEct/LTY COMPANY. fa 12 10 8 a3 4 - - is 12 5 7.5 6 4.5 J.e - 14 10,5 7 es 4.5 33 - - 1/4'9 BLUE TAP CONCRETE AI4CHOR5 W/CAP AS MANUFACTURED BY'FLO940A FASTENERS ORECT,INC. t4'12 10 65. 7 4 - - 14 12 10-' 5.7.s 53 4' - 14.12 9 7 7.5 43' - - -1/4'm'Th?PER+ANCHORS.AS MANUFACTURED 9Y POWERS FASTENERS.INC:.AND MRQSIREO:OY ALL POINTS SCREW.SOL"S?ECIALTY, 4 .11 33.43 - 14 12 19 S.a 7.5 5.5 4 14 12 7 6 43 :3 - .COMPANY'.OR AlNY OTHLP AFPROVcED L'CENs£D OR Al1RNORlTED•VLHCC1fT REOISi'A£D V,1it1Tf[':hMFRNCAN SINUTTER'SYSTt?JS'ASSOtYATTON;INC. .�. la 12 10. 9 8 93 - - l4 62 la. 'A 8' 6 4' - 14 11 NO 8 0.5 '9 3.a NOTES•, 1{ 12 8a 14 i] a'VbS 39 a 3 - 2::9.5 .a S 4. 3 - - B,I)WONIMt1M FIABEDMEHT IHTO'CaN4.'RENE MOON OF TAPCOM,ff.UE TAP.W/CM.ANCHORs'AND�TA°FERr AN^-I10RS'IS'1 1/4''AND TAPCON to 12 9:3.73 8 - - 14 t2 93 B. 66 3 - 14 12 8 6 9.51 4 M.H'ADVANCED THREAD FORM-TECHNOUDOY ANCHORS NS 1'. IJ 93 A5 5 33 - - 14 Iz 10 -6 8.5 5 - 14 1 5 5 4 14 12 lD 9 a - - - 14 1] 10 9 73 4,5 - - 14 es 53 4 - - (3.2)M;N;NUM EIIBED.eIr-OF 1/46,x 3/4'ALL PONTS.5000-Sfi ANCHORS SHALL HE F1ifiRE.Y ENBEDOED INT01tTE CONCRETE BLOCK.NO 14 11.5 73 6 4' - - - u. 11"7 S.5 5 :1'S - - 11 B F3 !.S - - - EANBEDAIElNi INTO STUCCO St1At1,BE PFAi t(nt:'a 1/4'0-20 5.S.,VACH,NE SCREVt USEO'sHALL BEI T/2`LUNO Mu%7JUPA SHOULD STUCCO. l R 8 fi5 4.S - - - 14 12_9.3 7 5.9 4 - - 74 10.51 7 a5 6 43 - EAST.,ANO 11 MINWUM FOR WALL$WITH NO.STUCCO, 113 a.3 Y,a a - i4 17 9 7 6 4.3 - - 14. t1 7 a.5`43 33 - IO,-0- to -12 10 9 73' - - 14 12­10 8 a5 5 - '14 11 a 6 5 + - 8:3)-KN.CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PA'ERS CR.ANY VENEER:DE,F47U;t0:ON THE ERISMO�VJAU,OR FLOOR, 14 103 7 5' 33 - 13 93.87s 5 4 - - tQ 75 5. 3 - - ANCHORS SHALL BE LONG'ENCUMil 70�REACH THE MAN.STRUCTURE BEHIND SMO WX1 FIMS.MES.ANCHORACE SMALL SE AS INDMATE0`0N 14 11 73 5.5 - _ - la 11,5 9- 6 5 4 - - "9.5-r-r-4 4- _ NOTES'8.1)do 0.2)ABOVE.FCR NNSFAUATIONS aN V.M Sm NG OR'ews vm)4 OR.W7THOUT META.STUDS.CO;NSUt3'Tws inem ZR, 16.5 8 5 -.'14 12 & 6.5 5.5 4 T3:TO '6.a' 8 4 3'. - FOR L45TA AMN INTO'EiFS.,AITH METAL STUDS-SEE.SHEET 20. . 11'-01 IF 12- IQ - 14 12 -0 7 0 43 - 14 0,5 _ 12.5 9.S 5 - 12 9 1 6 4,5 < J 9 7 4:a 35 ] t- (C) ANCHORS SH41L-Gi.INSTALLED FOLLDW7NG ALL OF'THE.RECOMMENCATIMS SEND S ECF4AT;ONS OF THE-ANCHOR'S.MA"NUFACTURZIt. tt '10 7 - - - - - 14 1,.5f 7. 5.5 4S - - - 1-183 S.9'45 31St- a.5 7 14.51_ _ _ _ _ 14 11.517.5 '6 5 - - 12 0 '0 43 4 - (0) SEE SCREDULE MOW FOR EDGE CSTANCE(ED.)VERSUS.SPACING RELATIONSHIP FOR ANCHORS, 12'-0• I. 11 10 - - - M 14 11 -8 63 a5 - - - 13 10.a3 5 4 - - - EDGE Di�:NC E VERSUS S PACING sCMFOULE FOR AUCHO4S 11.5 B.s 4A _ _ _ It a ss 4 33 g a ♦ J _ _ _ _ MASNMtW ANCHOR SPACINGS ARE VA1T0 FOR MCC DISTANCES INTYCATED SELOii'.FCR E 0.LESS-THAN THE INDICATED,RECUCE ANCHOR VIACLNC. t33 93 4 - - - 13' 93 83 5 - - - OS 7B' a { - - - BY.MULTIPLIING SPAGNO SHOWN ON SCHEMILE BY THE FOLLOWING FACTORS, 9 - is 1D.5 7 5:5'4.5 -1- Il 6.S 3.5 43 33 - RfD- SPAaNG Ci3TA.'i:ED Us'7NO FACTOR SHALL N07 DE LESS tN N'MIJUM SPACING 0;.);CATEO FOR FA^N ANCHOR TYPE. I4 I2 - - t $4 11.5 7.5'4 5 - 42 9 9- {3 a - - FACTOR- 03 a + 3 - 7.5 I 43 - - ACTUAL TAPCIO1 YNO ADVANCfo TAPPER+ .5 e3 f2 -9 '6 , 4 - 0,9 7 3. 4 - - EDGE TAPCON Att POINT SCUD SET BLUETAP'W/CAP a a - - - 13 93.&3 S - - 8.5 76 9 e -1- - EOR DICTANCE 3f1READFGRM TECHNOLOGY M041 SP C ING 1412 - - _ 14 10.5 7 93 - - - ;1 B.S 5.5 4.5 - - - - E.D. uNN.SPAL]NY,-3' fdQi.SPAt1N6 a 3" MCN..SPACLA^r ] t/1': 1dW,SPACING m]' 3 3/4' 410 7. _ _ _ _ 9 7 F:5 S - - - - 7 .5-JS ] _ _ _ _ wPOURED CONCRETE& FOlEO'Nt h7= POURED CONCnTE�& POURS -@ N�F, -BD"XI_ _ It a K 4 _ _ _ _ e e. las _ _ _ ..1_ Q tONCPLTE FLOCK MTL-Er;3 i/2'UPL ED.•.2 1/d• CONCRETE Dtm.Ns ORIMTDR EBI.00A I/71 EG•31/2'MN E[L•7 I/2' - - - 12 s e - - - - - ab 7 14,5 - 3' 1.0 0.130 1.0 0.78 TA aE4 1.0 Is•-o• ,4 - - - - - 13.5 10 6s - - - - - os a-I s - - - It- BLADE WORKING. zr/z• _ 0.81 1.0 0.87 110 y - - - - - - 4. - - - - - SS s 3 - - - - - IN UN SON'S z' 0,71 - ...... 0.51 Ii1.5 a 5 - 8.5 8 115 8l .S - - - - - 9 95 1. - - - - 1 3/41 - 0.91 - - 0.43 161-0• 14, - _ _ - 12,59.5 8 •, - - - - 10 7:5 .3 - . a - - - 8 6 =4 l- - - 8 A5 '32' '0.35 0.33 s:s - - - - - 9.5 7 a 1- - - - s 4 - - - - FLORIDA BUILDiN"v CODE(Ion iqh Velocity urricone Zone 111FIt�n A.Til _ �T'2011 EASTERN METAL SUPPLY.INC. 4 �T_= BERTHA Wn., ENSE;4�9 ti. �. Accordion Shutter System .1�pIAT ��L=To' INS. ���� t�� HV. T W/�2 W/8 KV.YANTOw RADE Atneriean Shutter Systems lu.Nd oEscilvnoN DATUC I mwm B. AO r .. TILLiT TESTING & ENGINEERING COMPANY' $TATE OF LO' 81"MW.]s 9 Ste,305,W�NA DAR FNS.hVVA 33198 AsSOCiatI01)i Inci t I OLD 11-063 11/2511 QATE' 1$/29/11 Procne z(33)577-1530.F.i(335871-1531 4268 Pdestraad9 Drive 2 DRAMNG No Yrc� 111 a-mc21 L]tecs2m.een West Palm Beach, FL 33407 3 =,SS/ONAL �'11 �tEa A0TILUT In P.E. 4 11-192 P.E.S`PAfr/StA?�;fi{1RE/DATE `u`'1-41b7 ' SHEET a I 3 OF 20