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HomeMy WebLinkAboutProduct Approval 11/5/2015 Florida Building Code Online - Florida Depa(tmentof BCIS Home I Log In User Registration ( Hot Topic Submit Surcharge I Stats&Facts ( Publications FBC Staff I BCIS Site Map Links I Search Busiiiness'- rs O duc ProfessionalSrER: PubllApprOVal c User Regulation Product Approval Menu>Product or Application Search>Application List Search Criteria Refine Search Code Version CIEDduct 389 Application Type Manufacturer ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL Search Results-Applications FL# Tvne Manufacturer Validated By Status FL389-R8 Re ision American Shutter Systems Association, Inc. John W. Knezevich, PE Approved Category:Shutters (954) 772-6224 Subcategory:Accordion *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission If necessary. 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 mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public retard.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: 09 ® eCheck M securitvmimnlcs' https:/Moridabuilding.org/pr/pr_pppjst.aspx 1/1 GENERAL NOTES: 1.BERTHA HV,ACCORDION SHUTTER SYSTEM SHOWN ON'THIS PRODUCT EVALUATION DOCLIrW ,F-D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014(6th EDMON)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SIDUI.NOT BE INSTALL.EU AT HIGH VELOCftYHURAWANE,ZONE5.. DESIGN WIND LOADS SHALL DE DETERUMM AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE FOR A BASIC WIND SPEED REQUIRED BY THE JURISDICTION WHERE SHUTTER WILL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALITY FACTOR Kd-035,USING ASCE 7-10 AND SHALL NOT EXCEED THE MA)aMUM(ASA.)DEIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRIJ 13, 19&20. IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PM ASCE 7--10 SHALL BE FIRST REDUCED TO.A.S.D.DESIGN,WIND LOADS AREA•1: HV BLAQE$CU d[ ITA BY MULTIPLYING THEM BY 0.6 IN ORDER70 COMPARE THESE W/MAX ((LS.D)^OFSTGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU IS, 19&20. GENERAL NOTES SHEET IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.M..AS TESTED,WERE NOT OVER STRESSED.A 33%INCREASE M ALLOWABLE STRESS,FOR WIND LOOS WAS=USED IN THEM SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSM HOWEVER,A MIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSIDA COMPONENTS 21-37 SHEET 3 BERTHA H-V,ACOORMON SHUTTER SYSIEWS ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED DN ACCORDANCE WITH SECTION 1609:1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORT^,.. 'TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 ' TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADED 00214.01-03.00715.01-03,01004.01-05.01214.01-05.00317.02-06,/0609.01-10 AND 00210.01-1t AS PER TAS-201,TAS-202-AND TAS-203 PROTOCOLS ANDASME-'1688 AREA?_: HV BLADE(AND HV WINDOW ADE 6 AND E-1996 STANDARDS(MISSILE LEVEL 0.WIND ZONES 1.2&3);&01220.01-10 AS PER TAS 201,'203 A 203.PROTOCOLS LARGE MISSILE. ,(WHERE APPUCABLE) -IN MOM BLADE 0 005w.01-08 AS PER ASTM E-1886 AND Er1L198(MALE LL'WEL 0,WIND 1014E S 1,2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVAnm &NOTES ON LOCKS 'SHEET S 2 W BLADE 0i AND FIV WINDOW BLADE AMAENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GETJQNAL LIMITATIONS AND CONDITIONS OF USE INWCATED ON SHEET 18 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6INSTALLATION KETALS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT MADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 014x275'AND 014x1.75'RESPECIMMY,410-Hr MINIMUM SERIES CENIERMATE DETAILS FN SHEET 6 STAINLESS STEEL SCREWS WITH 135.0 kel YIELD STRENGTH AND 180 ksi TENSILE STR04M PINS SHALL BE COATED WITH BERTHA HV DACROSHIE9D COA71NO SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS H1/ SHEET 9 COATING APPLICATORS,REGISTERED WITH AMERICAN.SHUTTER SYSTEMS ASSOCIATCDN.PINS MUST BEAR THE FIV MARKING ON THEIR HEAD. 4.ALL ALUMINUM DURt1SIONS SMALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS:INDICATED ON SHEETS 2 AND 3.MIKMUM YIELD STRENGTH FOR 6063-T8 ALLOY IS 30.0 I�AND 35.7 list FOR 00 CONNECTION DETAILS 1-S,CONCREW/BLOCK SHEET 10 6005-75 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE.&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEL 304 OR 316 AIM SERIES OR CORROSION RESISTANT COATED.CARBON STEEL AS PER DIN 50018 WTM 50 w MEN.YIELD STRENGTH AND 9O w MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 73 AND SHKL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3,3.4. - ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.BOLTS TO BE ASM A-307 GALVANIZED STEEL.OR AIM 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:HV BLADE D: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 FIV BLADE 0&Qa WORKING IN UNISON: 12, 13& 15 INSTALLATION DETAILS S-X,WOOD SHEET 17 '8.THIS BERTHA FIV.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT 06'779,582 COMPONENTS OF TAM APPROVAL ARE CRRREFMD.IN WHOLE OR IN PART BY U.S.PATENT 05458,129 UNITED TO EASTERN END CONNECTION DETAILS 7-12 &X,WOOD SHEET 18 METAL SUPPLY.INC. 9.N SHAM BE THE RESPONS182M OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 6 70 BE ATTACHED TO INSURE PROPER ANCHORAGE.CONTRACTOR 70 SEAL/CAULK AREA 3• HV WINDOW BLADE ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BURRING TO PREVENT WINDIPAN INTRMoIL TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT.OR OTHERS,MUST PROPERLY CLOSE ALL HV AND Nb AREA ¢. WINDOW BLA.OE n ONLY CENTEWfATES AND ENGAGE OR LOCK ALL HV AND HO LOCKS. 11_SHUTTER MANUFACIURI]TS LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SMALL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPELINC,LAMM TO COMPLY WITH SECTOR 1710.8.2 OF THE FLORIDA BUILDING OWE. 12.COMA H,V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED Bf THE JUMSDCCITON WHERE " PERMIT IS APPLIED 10. •13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;L.WHERE THE SITE COMMONS DEMATE FROM THE P.BD. (h)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION. KHMM SE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED 014 THIS DOCUMENT.CONSTRUCTION SAFER`!AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)> PLED,Ulu BE CONSIDERED INVALID IF ALTERED BY ANY MEANS.THIS (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WATCH WILL SMOME THE ENGINEER OF RECORD(CO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE PMD.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.EO.ENGINEER SHALL SUBMIT TO THIS LITTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGNWJ.PLED.SHALL BEAR THE DATE AND ORGINM.SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. '00.011N - FLORIDA BUILDING cone HITT High Velocity Hurricane Zone \\\p\S-\f-R A. r/��A7ji� 0 2015 EASTERN METAL SUPPLY.INC. , �a..�cFiC' BEWTHA NVTM IL E A.SR.S.A. Accordion Shutter System C 4 �r,C. FIV.BLADE#1 V OR w/b I{V, www mADE A'Lmedcan Shutter Systems Irv.m IEsrmPRolDA1T DRAW 6Y: ML TILLIT TES TING & ENGINEERING COMPANY per. ,� �bF_ g15y N.N.ITh.SL 6Ra 3W NRC06M aAeDrs FLORIDA J11 Association, Inc. I OLD 11-192 4/13/t5 DATE: 4/13/15 PbW :(SDS)B71-15M.Few:(305)871-1571 4268 Westroads Drive 2 �s/ "\���\��`` 6�l;vue o.& West PONT Beach, FL 33407 3 DRAWING No C pNAL E�N\\\\\� WALTTR A TILUT Jr.P.E. 4 15 085 P.E. SEAMMAYURE/DATE FLORIDA uc 44167 e: SHEET or 20 3#�+�8"® VataES: L•- N • � Z,�{ � � � � MGL ... it200• W o ,Oit3t` $, 0 iJ •us o y 4.571_� 4' I alas• !`�_" _ I J a '... 4 Sr ass9- 1�HV SOLID BLADE 3 � OS ftV 22zlew STARTER OVERED UNDER US PATENT# W8179 �� UNNERSAL QUALIFIED f,OR USE w/ QUALIFIED•FOR USE W/HV BLADE.:/ 4 HV BLADE 1 6005-TS ALLOY AND TEMPER �QUALIFtED FOR USE W HV 6063-TS ALLOY AND TEMPER •SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE 1 3-T6 ALLOY AR -37 6063-T6 ALLOY AND TEMPER .22• 1506• 124• 085• �"i �- 3_536' •� f .670' ( m 670• 2. e' N .994' �' � °! 2 •HV •o 0 4.B9 ^f :q •'I m 815` 2.092' rr HV ADJ. ADAPTER W/UP a48" 124' 1574' D.6n' 3226' o.e QUALIFIED FOR USE WHV LK—OVER TRACK / ® WA ®HV ADJ. FLOOR TRACK QUALIFIED FOR VE W/ HV @9 HV TRENCH TRACK 4.7�. fi063-T6 ALLOY AND TEMPER BFOR IJA QUALIFIED FOR USE W/ HV QUALIFIED FOR EUSE W/HV 6065-t6 ALLOY ARO TEMP BLADE( ONLY. HV RAINGUARD 6063-Tr. AND TEMPER QUALIFIED FOR E W 6063-T6 ALLOY A D TEMPER VARIES 1 yam• 63 / HV 1 1' 1.9i VARIES 1.938• 6663-T6.BLADE DYAND TEMPER MGx. • 6 1.917' e 0 083• Q83' °� o .085• � A83_ �3.. 1 .100' - o i .060' . N .060' : .093` __093• a ,. .0 - Ate, � 670 • 670 1.686' a-1A 670 o 3529' 670 11 HV CEILING HEADER 1p HV HEADERaILL 13 HD CEIUNG HEADER/SILL w. OOkUFIED FOR USE W/ HV BLADE 1 ONLY• OUALIFIE FORT6SE W/OY ANOBLADPEi3`'ONLY QUALIFIED FOR USE W/ FIV BLADE tO 4 SFS SECTIONS FOR VALID SEE SECTIONS FOR VALIDITY. FOR HD WALL HEAQ b063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 8 1 ONLY. 7111 6063-T6 ALLOY AND TEMPER %MNYRIMt COMPONENT A a T1 TZ X Y t 1, 1• 27 2' 0.125' Q 2• 5'MAX. 1/8• 1/8' SIDE ANGLE3' 3' 0.090' i� 2• S'MVC M192• 0.192• QUALIFIED . S QUALIFIED FDR USE W/ HV ALUMINUM ANGLES It�a z.5• 71 MAX!0,190, D.190' 31g6' 0.190• VAt1FIED FOR USE W/ HV BLADE(D QUALIFIED FOUSE W/ FIV _ BLADE//1 6063-T6 ALLOY AND TEMPER 6063-66ADEL8 ONLYANDTEMPER ® 2' S MAX. 0.139' 0.131' 6063-T6 ALLOY AND TEMPER FLORIDA BUILDING CODE(Hon Nigh Velocity Hurricane Zone ♦���A```�•S`p.71L(�T',.,,�� 0 2015 EASTERN METAL SUPPLY.1Nc. �9 BERTHA HVTM P' E �F _ A A Accordion Shutter System t L Eco FLY.BLADE b%t W/OR W/0 KV.}WFJDM eLnDE TIWT TESTING do ENGINEERING'COMPANY Amerlcon Shutter Systems DESC95Rm DATE DRAWN 9w. WL STATE 4F esss N,w.acs 51 say.sem,i16Mmo�s sLDPSA sal Assoclotion, Inc. 1 OLD 11-192 i/13/I5 wre 4 13/T5 Phone (405)871-1WO.Far:(30)871-1531 4268 Westroods Drive 2 %i�i<' FCDRtd •�'�` '- ED-0006719.cam West Palm Beach, FL 33407 3 DRAWING No ... ... A �� WALIM A.Tr Jr.PZ 15-085 Thur SOA U3 1 44167 5 SHEET P.Ep�IGt+IILtEJDATE 6 2 OF 20^ A.660• 929• 7 -20x1 1 L'-20 GSf - 4.5 45 293' g_ -HEAO N0179KC EKWU 1/4•-20 • S.S" PA'MFD iFRrlDEDP- . RS ��, • ^� O m s .I 0mIPt9EL 678' 316 _ !"f t%^". .-. _.....� •t 4•�J S o� = PCAIF S(OWME (0—R 'PIATLD) 21 HV CENTERMATE Q IFlED FOR USE W/ HV BLADE 1G&® 0 0. 7a �,HV LOCK HV EGRESS LOCK 63-T6 ALLOY AND TEMPER Q ED FOR USE W/ HV BLADE 1 & 1 ONLY 4 3' 67' QUAUFlED OR / HV QUALIFIED FOR USE w/ HV 6063-T6 ALLOY AND TEMPER Q�ONLY. BLADE T�& ®ONLY. O AUFIED FOR USE W/ HV BLADE 1 ONLY 0 OD. qj 2-67a• 6063-T6 ALLOY AND TEMPER 5-171 PIZ I01.756' LD . -4.045' REWSC 1L753' n .6,0'AfTM RIVETING y °6a N o 1/4"0--20 6 x•3/4" eIFORE wvET1I4c S.S. THUMBSCREW 1f4"0-20 RIVNUT* F , m *SRi1ES 4444!�S'MMW(2024-T3 ALLM VJ=FIANCE THU „_� I i75a• J - 2. SHOT IpMM.FARF 10820,AS WNUFAMURED BY AVDEL PLAN FRONT ELEVATW HV MALE "T" LOCK 4566- CHUM TEXTaUL PARSPPE1>N Kew.ERM 07054 OR EQUAL LOCKER FOR "T- LOCK CENTER MATE QUALIFIED FOR USE W/ HV BLADE 1)ONLY HV FEMALE "T- LOCK CENTERMATE HV -T" LOOK ® —HV �1�ERNATIVE SOCK 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE QUALIFIED FOR USE W HV QUALIFIED FOR USE W/ HV BLADE t@ONLY QUALIFIED FOR USE W/ HV BLADE ONLY IV/HV BLADE 1Q ONLY. BLADE QT ONLY. 6063-T6 ALLOY AND TEMPER 6063^T6 ALLOY AND TEMPERR'' 9„ , ,r 3.161 mm 2 D TNuuanRut OGT' .n 063CYLINDER OR .214' .062• KEY 1.Y11NI1ER m .214' � - .545• in -.-....to a DM'Min. 4 ^ .4D .125'Mar. 3© O i HD_CENTERMATE N/ LO� m O o 0 T QUALIFIED FOR USE W/ HV BLADEQ)& LA). OUALFIED FOR USE W/ HV BLADE t & A TE 6063-TU ALLOY AND TEMPER HD CENRMATE'S INSERT 804• 6063-TG ALLOY AND TEMPER m At0E5,12•MtN. QUALIFIED FOR USE W/ HV BLADE(1 j.&0 t/4•s-zo s.5.DR 3/6'a_t6 1 ` 6063-76 ALLOY AND TEMPER CTLIt,JERRN 11 ACEtAL 1MIYBSCI£1FS. .... .( 0 - OR KEY S/5• it 1 1.57 in CtUNDIR LOCKING RODS m 1/4m HD LOCK 375'a QUAL 0FOR USE W/ HBLADE tJT 663-T6 ALLOY AND TTEMPER W-3/8"0-16 ACETAL 1/4" 0-20 AISI 304 13Y REGENT'NAROWARE MORTISE LOCKS'SERIES 2333 HOOK DOLT LOCK. 606 STALLATION WILL REOUIRE A 7/ OLE THUMBSCREW$ -SERIES.S.S. THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE t0& D I FOR BEDMIcNT ED 1 , p g QUALIFIED FOR USE w/ FPI BLADE1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. e;�\IrO ,_ BER HA HVTM 1L E C q �pz. A.S■S■A■ Accordion Shutter System American ShuRe� Systems KV.� 1 W/ W/o KV:WINDOMAW"O DAM TILLIT TESTING & ENGINEERING COMPANY �' D 19 DATE DATE:On Ma S k.? Association. Inc. + OLD It-192 a/13/t5 DATE: 4/13/I5 ��'• 6355 N.q.36U:Lt..Si.705.VfliCtald .F1ANW 33164 4268 WestroOds Drive z .9P+�- �r F�aa:CaDs�a71-,530..Fax:(3D5�7/-ts3, oRAwwc No ...... �' r•mar:MLcc000w.com West Palm Beach, FL 33407 s S �`�� W-CODBY19 ONA /'A�AhAS FI, s tI�,, Wh.71R tWT 4 1 -C185 flid5 ORM'ua a 44157 A.Ttf.P.E. S SHEET P.E. SEAL/SIGNATURE/DATE6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/a' HV (IX HV ijlA 41 12'M1N. CE BLQE T HV BLADE 1 4 TOERCE HV BLADE 1A &N3 ITV WHOOW BLADE .0625`BLADES 5 .6625 ,0625' ® HV LONG RECESSED NYLON BUSHING i ,�, K "°O'EN� oe253' �B2s' Y ® HV SHORT RECESSED NYLON BUSHING ® HV NYLON FIAT WASHER ©OR ® ciw E T PORTION Rt•?�/ �" ® HV WHEEL CARRIAGE AISI 302-303 SERIES X 0.870"x3/16"THICK NYLON WHEEL 3 n , 315-0 N2 7/0'MSN, F!V 8611DOWCLEAR OS 0.188"0 AISI 302 SERIES S.S. RIVETS SEPARATION 3 ® I OETIOUN .OG25 2500' 825' NV 1 3/4"ACCORDION PIN W/ 08 HEAD.'* EXTERIOR r o OPQt� 8 3/' "-T=z ® TN 2 3/4' ACCORDION PIN W/ #8 HEAD * 41 ,147 • "� E 2,1/4 9 f7a0R awn". ® POLYCARBONATE IMPACT RESISTANT HV WINDOW a CLEAR TYPICAL HV WINDOW BLADE i�A AND � i 3 EQL<YCARBONATE HV WINDOW DETAIL ® 00R ® ([ 4 or @ 11/ N.Ts. REO 18�EMTEN Sj t ( QOR ® , *POLYCARBONATE IMPACT RESISTANT HV WINDOW i BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * I Y I 'TO M INNOVATIVE PLASTIC LEXAN 103 RESIN i O OR ® (SEE NOTE "F' ON SHEET 19). o I III (1) HV PIN ® SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV O OR 'I iEXTERIOR POLYCARBONATE SOURCES FOR HV(9 BLADE, PICAL SHU TER ASSEMBLYHV'1 ""wax �T N.. 1YFIfAt PROPUII05 SiNA09 ee0� �^� (2) HV PIN ® MAY BE USED 1N LIEU OF (D AND ONLY AT P'"®EXTERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D W.324' BLADE'S KNU_CKtF. 909�A BLADE WHEN CORRESPONDING TO INSTALLATION "11", SHEET 7_ 3 (SEE NOTE FOR WE=�scv Ame M2 ma%A.' aa3 ro/hC _O4 ' o REQUIREMENTS) i� r.; iFN9tE t1E]D sif3tt#'(N Ai1Y 8838 8.100 Mi 8x+88 P.eY (3) HV PIN @ OR ©W/ 1/2" O.D. 1/16" THICK S.S. WASHER O 1 ° cu dimWAL data:VTO AT* ACM 6ra0 LAM2.5w".1 13,400 PAL ftFJRA+AI NOOILtF ASN D'Ma 314000 p..t 3.9�WD Pwl SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X, a>' y �I E ��D SHEET 0 "OTC=Imo ASM C2M is cr-row n n-o! SUMMEL CAflRIAGE DETAIL ®SS�EM$�Y LAYOUT Mw amain ACM area C-1 s 0415C1A35 wx 8178 Oa'MOM ATN 8G)3 C-1 a= C-I. SEaf;8A111ION ASIY 0mg 10407 OW'F ISK181 10 AM C5 TEN=S1RD=H AF'iQ: AMU am 2302 Pat 6M0 P.aL M HV BLADE SOLID & CA HV WINDOW BLADE DETAILS TUC=SIR=Baum WCAnWa"O I AM M8 6461 tet I I.W­1 N.T.S. FLORIDA BUILDING CODE Non high Velocity Hurricane Zone . ���ii 0 2015 EASTERN METAL SUPPLY, INC. A��. �N�..ei, � BERTHA HY1M Y . . AA>. .S. Accordion Shutter System H,v BLADE#t w/OR w/o KV, WiNDav BLADE American Shatter Systems M a>EMMOa DATE DRAwm:H M.L. TESTING a3 ENGINEERING COMPANY Association,3� TIILIT Association, Inc. 1 Ow 11-192 4/I3 15 DATE: 4/13/15 ATf OF :'*= aus ILe.38ffi.SL.s1..302,vPa mu.aslena nmmt 3316 FI— :(305)871-1530.Fax,(303)871-1531 4268 Wes(roods Drive z ORIDa .•t�,``� �Wteem*09.x West Palm Beach, FL 33407 3. DRAWING No / .........�� UJT Jr.PZ 15-085 P.E. � dNAL EN ��.�R E wFLORM Lie 8.44161 5 SHE f�lSt �1J /DATE 6 4 OF 20 ® §n. - FF'E� u N s i 6 '0-0 1.UANWT�'/ODN6fTIDEd ife ONE HV LOCK®or�SHALL BE USED AT 1/2 OF SHUTTER-SPAN FOR ANY OR 12`ABOVE OR W 2 OF SHUTTER SPAN FOR SPANS LP TO 105.',AND FOR INSTALLATIONS AT ANY ELEVATION. HV LOCK or W MAY BE USED AS AN INSIDE OR_OUTS E LOCK,ATTACHED TO l OR CELNTERMAtES w/(2) 1/4'a-2A z tjz•LANG FLAT HEAD SHUTTER ELEVATION. S.S.M.S.LOCATION OF LOCK,SHALL BE AS INDICATED ON Q�Qa 2.9 gmm70 TWO HV ®m LOCKS qq, OR 0 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ORSHALL BE AS INDICATED ON NOTE(1)ABOVE, ON OF LOCKS NVe © I ♦ #2 IS USED W/tYLO N.V.LOCICSI:.LOCKING RODS ARE,NOT REQUIRED AT�URRICANE POSITION, BUT MAY 4 Soq 6a 0 �4. `43 BE USED IF DESIRED TO ENHANCE SHUTTER PERF MANCE LOCKING RODS OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSiTiON). § = 4: •ONE.HV LOCK @ SHALL,BE USED AT CORNER CENTER SPAN � - u AND INSTALLATIONS AT ANY QR INSIDE LOCK, ATTACHED TO CORNER CENIERMATE W/(2) 1/4 0-20 x 1/2' LONG FLAT HD S.S.M.S.TWO LOCKWG RODS t� AT TOP&BO OM EASHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHTEr 12. o « Wg 5• g •ONE ALTERNATE HV LOCK MAY BE USED IN UEU OF HV LOCK or FOR ANY SPAN AND t MIR ^ 6fr _ INST� TIONS AT ANY ELEVATION.AL NATE LOCK @ MAY BE USED AS AN SIDE OR OUTSIDE LOCK.ATTACHMENT O £ ^ OF 1/40-20x3/4'S.S.THUMBSCREW to®OR®CENTERMATES SHALL BE MADE W/ 1/4"0-20x3/4"ALUM. j t N�'19'0— g b � RNNUT AS SHOWN ON SECTION HVE. SHEET 0. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. o ® 6.MANDATORY CONDITION+3 PDR KEYSTONE MOIINONP.INSTALlAD0F15_ ONE FTV LOCK®or®or®SHALL.0E USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR IV ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96'.AND FOR INSTALLATIONS AT ANY ELEVATION. 1V LOCK @ or @ or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO®or 0 SYMMETRICAL CENTERMATES W/(2) 1/4"-20 x 1/2"LONG FLAT HEAD SS_ SEE END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS @ W/ CONNECTION OR 0 TOP AND BOTTOM IS COMPLETELY MANDATORY. DUALS ON 0 T [ N I J K L Y P 0 ■ Y X SHEETS 10 h � •FUS- " *NOTES ON MY "T" LOCKS AND CENTERMATES, OF CORNER 1 som- CENTERMATE ONE ALTERNATE FTV"I"LOCK MAY BEI IN UEU QF FN LOCKS OR�9 PJR ANY SPAN AND ©0f1i�°R®+�7 �®0^10 ��� I AlLATION AT.ANY QEVATION.AL NATE LOCK �Y BE USED AS NN INSIDE OR OUTSIDE LOCK ATTACNMIINi OF LOCK®INCLUDt3 USING RETNFORCMG LOCKER AS SHOWN oN SECTION HVG, SHE[:T.9,WFLECH MUST BE CONNECTED 7O Cfl/NTERMATES AND W/ 1 j4 fd-20 x 1 1 f2"LOhLG SS THREADED$QLT W/7/8'0 x 3j32` WENXGNETI'OR LY/ t/4.0-2021`S;S.M.S. INTO A if4'0x 5/0•RVNUf.LOCK MAY BE INSTALLED AT MIDSPAN OR 1Y ���/$\)oa MAIMUM ABOVE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS�TOP AND BOTOM IS MANDATORY. ®+��®�Qa 1s•Q�t( r-� «NOT N HD LOCKS 8c CENTERMATES: 1.ND LOCKHD CENSETEYA71`S C3� OR 3 W/C33: ONE ALTERNATE HD LOCK 30 MAYBE USED IN UEU OF TYPICAL (1n HV -BLADE-SHUTTER ELEVATION W LOCKS OR kg.9 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 0 MAY.BE USED N.T.S. AS AN INSIDE OR O LOCK.ATTACHMENT OF H0 LOCK 6a1 TO ti� W/3/8 x 3/8'F.H. SS MS AND INCLUDES t1FJNFDIiCEMIQTf INSER[ AS SHOWN ON SECTIOtNS HOB- AND HDC-FVC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12•AW MUM BELOW OR ABOVE MODSPAN.USE OF LOCKING Rws @ IS compLETELY OPnONN- i Qn High Velocity Hurricane one P;71�1�T,�r� 0 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM Accordion Shutter System 1 L E C O i■c. ■ ■ r ■ KV.MAX#1 W/CR W/O KV WNDW RAGE al7�0 American Shutter Systems Pn0f4 DMTE Mw"BY: M,L TILUT TESTING & ENGINEERING COMPANY Association. Inc. I OLD 11-192 < IJ/L5 DATL` 4/13/15 STATE f r axis Elm38",SL.St..ws.Vow GARD .FLO M a1LPnorw;(305)871-1576.Fo.:(]D6)sT1-1531 4268 Westroods Drive 2DFTAWINC No / NG��``�� a-moat- 9Lcom West Palm Beach. FL 33407 3 �.. �NAt WALTER A TIM Jr.P.E 15-085 rrr r pM FLORMA LIG.P 44167 6 SHEET OF 2a P.E. SCACf LS1ittURE/DATE CRETE ANCHORS POURED CONCRETE POURED POURED _ .(SEE SCHEME ON OUCONCRETE EroD BLOCK 1/410-20..•3/4`S.S. CONCRETE REQUIRED SHEET 13) 'CONCRETE ANCHORS MACIHNE SCREWS RMURED (SEE SCHEDULE ON 109 /1/4'-20 CONCRETE ANCHORS 17 18 r0R qNE(stE uouNro»�7jON S*�tT» SHEET 13) NUTS a 12.O.C. (SEE SCHEDULE ON SHEET 13) 11 11 • OR 14 Min. 114 0-20x3141 SS. Min: Ea Ea 1-1—USING 1—USI MACHINE SCREWS --2 NUTS - - 19 EO 12,Ox. E 0.• .250'Max. ---- �-- 13 d1::t$ _ ©3 OR '- -- .2501 D - 1 1.. .25°1 M. °' 1 N Max. r E. � It 1 i i r OP110NAL 1 1 i i ONu r l i t 14l'.�WalpV t , ?011E ague Ago 1 OR 0* i IXtS.ntip i - MIN.SWARArONI 70 GLASS r .as 9QY to aON t 1 I CLASS_ (SEE SCHEDULE ON SHEET 11) E%ISRNG t tTA�4��{� t MSN.SEPARATION TO,GLlSS (`(SEE SCHEDULE ON SHEET 111 1 �A HV WALL HEADER INSTALLATION t 1 ©HV WALL HEADER INSTALLATION lB) HV WALL HEADER INSTALLATION + KEYSTONE MW.SEPARATION TO GLASS Gt/ - WL 1 OR I , I -—0 IDOSTLNp (S[> SCHEDULE ON SHEET t 1) i W a,ccs 1 I 1 1 MSN.SEPARATION TO CLASS t- SCHEDULE ON SHEET 11) CLASS j 1 H FM RAE 0 r aN 947 Ta FM {Vyj i r 9Nz5 mal® � 3 G I f OPHONA_ i i r I M0x owRONAL I i '! f MaxUzii 5 13 «1 1/ /21 L D. 19 _ -- EO / .3 OR 1 12 4 -- — 11/4-0-20X3/4- a` /41e-20x3/4•Ss. w -- PNIWPS TRUSS HEAD 1/4-0-2093/4'SS.PHIWPS MA7UHE SCREWS USING CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS CREW ANCHORS 1 18 T1 1/4'-20 NUTS,A 12.O.C. (SEE SCHEDULE ON (SEE SCHEDULE ON SHEET 13) MEn. POURED CONCRETE SHEET t3) W/ 1/41-2D NUN'S A 121 O.C. PREOUIRED OURED OR CONCRETE BL= WA1 REWttR CRETE ANCHORS oR Go BLOCK HV WALL SILL INSTALLATION (�SO4MULE ONFIV WALL SILL INSTALLATION RED CONCRETE SHEET L4) OR CONCRETE BLOCK WALL RE'OUIRED O HV WALL SILL INSTALLATION INSTALLATION DETAILS W/ 1- SEE SHEET 4 FOR TYPICAL SHUTTER #I-D. EDGE DISTANCE. ASSEMBLY ♦SEE UM A IONS OF USE FOR . HV B LA D E 2-MOUNTING SECTIONS CAN BE COMBINED (SEE SPECIPICATIONS ON SHEET 13) BLADE 8ON SHEET 18 N ANY,WAY TO SUIT ANY INSTALLATION. unlutlF FLORIDA BUILD]PIG CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY:INC. �? CENs :� BERTHA HVTM t L EGG► �„�. A.S.S■A. Accordion Shutter System H.v MADE#1 w/OR w/o H.v N1NI)[MV BLADE American Shutter Systems IEV.tk DESCRp"0N oATc DRWM m: M.L. F ` TIWT TESTING $ ENGINEERING COMPANY �'�` e37 N.N.WUL SL,54.303,%71MA WJIOYNS,FLOM3A.33, AsaociOtion, Inc. 1 DEA 11-192 4 13)15 QA1C. 4/13/15 4268 Westroods. Drive z (305)lat-t330.Fox:(305)aTt-t53i DRAWING No —09:Luleeac 9— West Palm Beach. FL 33407 s 1.5-085 �/ OMAL WALTER A.DWr.P.E. 4 T J FLORoa ua.a a41673 SHEET P.E. SEAt��arU�NATUREfDATE e 6 OF 40 POURED CONCRETE �LS CONCRETE ( � ONSHEET 13) { N AM R ♦ snNC i t i TO CL r 1 REOUIRED _ - •--_-ace --�1 & C9AS5--moi bio ai taviom" + IMax it) c SLAB 01 sw to E%ISIDTC r er0o0)e� a e--(sesarmu4 'r 9 - { ON mEt tO { ANCITOR 6RSIINC I t LOCATION i i SS t { 10.3/"HEX HEAD TEX RRoDAs m 12.0. I , EDGE OF r —ll 3 NRL ANCHORS IF i APPLICABLE r ©+ 7 t (SEE- EDULE ON 13) ' t � r , EDGE OF EDGE OF t 'Ir SLAB IF _ --- 1 SLAB IF r /1/2•.. -�•_t .EDGE APPLICABLE i ter,SUVAM APPLICABLE Q' E.Q� POURED POUR FLAT HEAD CONCRETE ANCHORS 'SOIEDAE ONTo aks 911T CONCRETE D. E (5£E SCHEDULE ON SHEET 14) -I tt Tat 13/EE QNED o ♦ POURED REQUIR . FLAT HEAD CONCRETE ANCHORS REQ r Olstxr,vFOr —00 dg corREIE (SEE SCHEDULE ON REQUTFET 1a) 1. ,TRENCH INSTALLATION IFAo-sma� IRED D. D. a VALID ONLY FOR UP TO +70. -75 PSF ASA. (F� HV FLOOR INSTALLATION fi O HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING FOR SPANS PER V HV CEILING INSTALLATION SCHEDULE�3, SHEET 11 Cor r ra+.saAunot r SCHEDULE s � ` ---� wl SPKtetON m ON- GN sn11j10sem- TSHEET 15) Dos= oasnNG OR 7/4e i — II Ut1/4' G31LtW/ VAX.CLASS tJ/4 TA4svElll�rFNO 1 AN"fFOR UP AND ' 0 i i i{ i ' w r q r e QQ FOR ��nVN j r7 I i t t/4" t w-O'UP TO tWC APPLY S (T(TIP�.)('tEE NQ1E. i�AT r11 3 8 1 2' p f t �1Qx3/4' E, • (9 / MAX 3 3 1 ; ,–I wASHER HEAD CONTSF11NA ' i r r8a TE7S SCREWS i; {' Bt4r3/4" HEX HEAD i 8' �N1 O 12'O.C. 1 6, $ tr'.:�,' t/4'a-2oiJ/4.55 YS TIX SCRdV5O.C. 814713/4'S.0.5. 1/4-] -+ t / CONCR ANCHORS _ _ 6 7 3/ri r r t r /CA-20 NUBS OR 1 4 0-20 S.S.ALS. f'...• `y, W/NUT O 9"O.C. i (SEE LE ON 1 O 9.O.C. - ATOx. o tY O.C. I SHEET 14 --- ----- 17 18 1/y }• 17 18 2.00•'NIti.fi (DECORATIVE ' -1. E.O. �) r r{ r y�Tpg F 814x3/4'F.H.S O.S. -MN.•:' APPLICABLE 1 O 9"O.C. POURED CO NaME ANCHORS PEOUArD POURED CONCRETE {cam�� � + 1 }�}COINER ON T NOTE I A' OR CONCRETE BLOCK SHEET 14) R CONCRETE BLOCK RE°UIRED R IRED KEYSTONE MOUNTING INSTALLATION OPTIONAL POLItTED K HV WALL FLOOR INSTALLATIONWALK--O-VER- S 10 W/791M A--,D. a+°•lavPte`+0..72 W CONCR REQUIREQom'SPAN � � HV RAINGUARO INSTALLATION 1• t INSIALLATION SMALL BE, NP3E FOR COMBINATION OF SE(s[tM f E.D.-EDGE DISTANCE THISE, WHENFPER ORMMEO SE I SHEET 4 FOR TYPr-AL SHUTTER (SEE SPECIFICATIONS 0.4 SHEET 13} OR(ENTRANCE AWACENT'TO AN OPERABLE EXIT SEE BLADE 1�lAOONNSHEETu19 FOR 2ASSEMBLY-MOUNTING SECTIONS CAN GDM9INFA INSTALLATION D ETA I LS W f (3) H V B LA D E IN ANY WAY TO SUIT ANY INWALLADO1. FLORIDA BUItDlNG CODE Non High Velocity Hurricane Zone A;•����/jA4/n -- 0 2015 EASTERN METAL SUPPLY,INC. �'� °yQ�'�GENSF'' Is Accordion ShutteHr System i L ECO .W.. ■ ■ ■ ■ KV. RADE#1 w/OR w/o M.WNW RAM Shutter Systems DLSCRIFTIOIA DATE DRWM EY: 41.L -a'• TATE OF TIS TESTINQ do ENGINEERING COMPANY Asaal:tattone InC. i 5OLD 11-192 </t3 15 DAIL 4/13/15 oxis N3FJ. .3M$t,T..zea.VAGOM CAM9 .FLOROA 331 (305)071-1=.Fm,(305)871-1531 4268 Westroods Drive 2 DRAWING No . ,r'•. . _mg.,Geecoo.0— West Palm Beach, FL 33407 3 0NA1-ti `` wAL1LR 0.1-0N6i 7713... P.E 4 15-085 P.E.'S }r 8I�NA'iiRE/Qnr� FLa A 44167 6 SHEET--OF 20 SEE END WALL WON IS ON SHEETS 10 A `1 INSTALLATIONS W/ 1 HV M DN'wI �°�® uS. �� OUT s1r I N ! ExlsnNc GLASS BLADE w iFAX DETAIL Hv w W I aN FM a BLADE W HV GENTERMATES * "P M WITH IS �o 0R SEE_END WALLCONNECTION EXISTING CLASS DETAILS ON SHEETS 10 (6083 T8 xALL M. 1 I ®`®°�®`®«�`� 3 1/4' 7" c 1/2• 7• TAPWNOPPOSING SYMMETRYCA� 0 HO o C NCREIT I 1/z' a®+@ CENTERMATES CE ATE MIDI. SARA N AHaior�ro coNCRc1E I (rov/wrloa)a �txr3/4•sM.s.o 12' (4)81x„1/2•S,Ms.ro 1u FULL eExc12, W/ HV LOCK or ty1 HV LOC TO� A7 rAa1 ANGLE(11'P)� I - * (SEE Sa1EDU 5 � * 3 * H 3 ON s1Eer 11) (V 5 1 s � 1/ Z, Irl• � � � � (/'p .®°R ` � «`�! i ® HVB UT a * HVC HVA °®«©`U« `�« D6StiPG POURED CONCRETE OR ©'�`©«©`�` 1 10+�°0>1�•�«�•_®« :M m eLacLc WALL STING5• «�•®«®•®«! _ _ TRICA — �� 7 + « 6 7 « O ® k1w. SEPAPAr10N e •®�®.®«19-®J'cis 1 SCHEDULE ,Cr,ENTERMATE * IN — ©.®«�.�«®.®« Ta class 5 « + —— * LN HVA OPnO AL OWN SHEET 1) iJIN.SEPARATION —® ® — (SE SEE ON S14EET 11) !`— - - - OUT CONCRETE ANCHORS 4 — --- — - 1s'OZ. 1 * 3 vAMrs a OUT a 1/2•MAX.S Aa( oUT HVE HVF** HVD FLORIDA MING CODE(Mon High Velocity Hurricane Zone If 1(71 j'�'•��i,�` Q 201 EASTM elernL suPgr.INC. BERTHA HVA, A■s■S■A■ Accordion Sbutter System H.V.RX E#I.W/DR W/O ttV.WIMM BLASE American Shutter Systems M,.. 13=111ITION HATE ORO"BY' N.L TILLIT TESTING & ENGINEERING COMPANY STATE OF .�4F M5 Kit.3M u•St'•3a1.lnuMA OWDOM nMFMA 331 Association. Inc. 1 OLD 11-192 4/13 t5.DATE:' 4/13/15 PAo--(sas)e71-1330,Fox:(=)871-1wI 4268 Westroods Drive 2 DRAWING No %.� ` "ORID ���'��` e-mo3�G7t 08719 can West Palm Beach, FL 33407 3 15-085 FS• •������ WALh31 A 71LUr Jr.P.E , SHEET 7171 S� (�NA�iC1R�E/DATE �iDA rr�a 44167 g P E +L a 8 OF 20 ALTERNATE- S T" LOC V 0 MALE/FEMALE "T" L CENTERMATES 96 & LCES 1 HV -JBIA DE 2i- SEE MD CONNEMM OM IM ON SmIn 10 &18 INSTALLATION n HV BLADE OuT Iid 'i� "'� m MAM h„..WMATM W--X , WI HD CENTERMATES O o b"4•®�" AS ML AS kJWVVt ..F,[fAYF+fi NADE(,�UL,AIE.r/00-MID, a a 8• 7 n 8 pao- D 6N no S!i�TFi:WC! ">{US(9 4861 m 9bTA4Al,d4 DEf0.1 irvc.v W(Nis SIX EW WALL CONNMM •® :�'®°'Q Q�� DMIIS ON SHEEFS m & la I © O•�a©•O•®m L—._—_—_---_—..._---_—_.__—__-----_ ) N)/,onl2� rousi,>tE i paala•sus o 127 ---^------------.-_---- -------------, a 47 CN u+ne frY7, oc rw LWOW xN.V. 3 - 30 )IH nTn FIN YENS E(IYP) 7 Ve PL"s(r.) s ro anu S 3 LOCK (INSIDE) i 1 — ------------- E — — -� — — 1 2 29P'N i rf a• a a 5 3 OUT 31 oa 2 3 31 aa© 31 on 31 oa®2 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35* (arrKt4w sa rm,c e FW W LOCK®• * W/ 7/8"0 x 3/32" WINCNUT. c9 )HDR-HVB OUT HDC-HVC r Loaf aN Sxa:,S. SYMMETRICAL HD CENTER ATES ©0 HV "T" LOCK (OUTSIDE) SYMMETRICAL Hp CENIFRMATES M HVG* WZ ft LOCK (EXTERIOR W/ ` LOCK (INTERIOR) t 54-83 UR At R e n a-nIu, . AWjrUN6L,Nw �m®„®'�©•®" �r Nvism tort f UM AS W4NiA97UFiD BY AOW FMa ,F710(O PEMULatf•NEW JERSEY ©•O•©m©•O•®m O'ltlSa OR EC11LL- a•��®•®^^�'®�•® 3 ON IOtl.M.C.'Fr:97Q A"D®tD=W SW S' 0—V +wn roa Au mm47awu uruu,wa rcN 4L/9E O ZC3 DUAL NW-WM FS HDD—HVD*� FLOATING STACK FLORIDA BUILDING CODE Non High Velocity Hurricane Zone A;Tizi-,�,,�� ®2015 EWFMN META.SUPPLY.INC. BERTHA HVTM T11 L C E C O INC. A.S■S■AN Accordion.Shutter System H.v eaDE#1 w/OR W/O ttv.tMNDCMf MADE ' 3/i 1"* Arneitcaa Shutter Systems MY.f4. oucipm" eATC OWN BY. MA- $ O: TILur TESTING k ENGINEERING COMPANY TATE OF fir` Anaoctatton. Inc. , MD 11-+92 a/,s/+s DAM 4 ,a/,s 13365 KW.38m;54 Sri M.Y71WFARG41iDEN$R04%331 rMrro:(sos)671-1530.Fux:(WS)871-15ar 4268 Westroads Drive 1 a- t bite"040kom West Palm Beach, FL 33407 s DRAWING No NALti�a``�� Wu, x'41.P.E . 15-085 'S 11 44" n.OPXA U.d 44167 5 SHEET P.E. StjS'IiSATURE/DATE s 9 OF 20 ;/--^POURED CONCRETE OR OPOUR�CRETE POUREDOW4CREIC ISD.CONCRETE .CONCRETE©LOCK WALL .OR CONCRETE. OR.CONC9M REOURE0 BLOCK WALL RECUtRED BLOCK WALL REOJRE0 BLOCK WALL REQUIRED J'-_ R�0 .- /—EXtSTt1'tG CLASS CON AN CH � IX{SONG G1AS5 / _,•ff� 2"MW � FNC"� GLASS Ob w O.C. /''' 2-MON. MCN.SEPARATION TO CLAS;.(SEE WN.SI8IAMON ON SfEr To SEE SEE O' PMN.SEFARABON EO I I EG TO TAE 0 SCH T/16 z3'MAX. ON NIDEw , UM OT. SO _ i ON. 1T TDR Nb <sOfia-Ts}GOtfr: .� Ii FOR MADE 31 FOR T�J�(D}Vp TkM SHEET. FO1TALUM.CLOSER ON;ST•ILEr 14 FOR 1/2• q•7 SMtFfT t9.FUR EITHER ar eumLs g 4�A PCATE(LDGa7E 1Y2 / dornsma.� f^� IaAOFsma+� OTTOER SIDE AT MTtER SIDE MtN Illllb, ' OFO) Ij 1/2'MIN. "'� 0) (.. i$USE 1.OR 2 MAX. g10ni/2-S.M.S. $10x7/Z"SALS. ) - _--- (AS aPPUCaBLE}x .1/8W-2' - - - f9 16.0.0 ALUMINUM CUP AN 0 16'O.G - --- _ —_— 4 , (6063-TO ALLOY)A MIDHET(bTF 4 >i (2)1/4.0 T 5.To TO ` SEE NL x'FO, WALL AT 9'O.C.( TE AT SIDE ONNECTION 1 OR �•y WHER SIDE OFm) OR.�. 1 OR SEE DUAL x FOR1 QR � TO TRACKS SSE CONNECTION �4®a©•pa B .®a SDE LN CnON. 4 o � �a 6 7 8 1 •�a TO TRACKS asa 5 7 B« a m©•�®�a :. uta©•0a 8 10�> a�'�'�©'� 0•'1,"1°1©'�Qa a ©•0•�ai 6�.�.®o �•0,�v"J•'©«Oj «,Ca,,, END CONNECTION DETAIL(j) D CONNECTION DET END CONNECTION IDETAIL 3 END CONNECTION DETAIL .1.REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' EXi P0URE0 CxiNCRT7E OR Ex15T1NG ——— — SRCONCRETE CLASS RED BLOCK WALL GLAss 4. 4 REQUIRED EQUIED Icy.S AIiON Bi 1/2-S.M CLASS 70 CLASS(!XE 016 .C. MIN.SR+JtntM D Y a ------ __c=- _ ORtV�x _"� iEMALE CON i/2'MIN. 70 CLASS(SEE `_-- ----- ---- fi �OR ON SORET 19 FOR ANCHOR® 1 4MAE ON'Gao 4 ____ - _ OR®OR(qOR(D CONCRETE MADMoa9 S }. SQA&® --- - ORO ANCHOR ( 0 WO.C. 1/2'MIN. 4,. I.--I Eo - --- 6 azQaR@oR 2-MON. 2"MON... ♦SEE U.MITATIOHS OF USE FOR VIEW Y RLME®ON'SHEET 19 @ OR@OR�OR�ORO 5 OR PLAN OR �' ®a©•Om®°�•®^ DETAIL POURED CONCRETE ORnp.,p:0a Bpsp.�aEND INSTAL ON CONCRETE BLOCK WALL. � 1 •� �•�'®•®°" REOUIREO te•®a�°`� ®tea 0.0.10-,0-0-6- 1�HV BLADE OR 46 HV WINDOW BLADE INTO 4 •�a�. Ce3•m� ©• ,•�,��,� CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL ®•®a®•���•�Jl�'�A END_CONNECTION IIETAIL(g) FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY.INC. €N._s ` - BERT' A H._V'w- _ M L E C �N�. ASSM&A. �'N oEsclaanON Accordion ShuttWWN 0-AVE er System f rJ' k= Am�rtcon Shutter Syatem2 Ku WOR w/o NM DRAWN - % TILUT TESTING & ENGINEERING COMPANY oN R CA u2cu St_Sit.30 STATE OF •".�Q am N"9.35t+, 5,V220" RONA, SA 33101Assoc4ation, Inc. , OLD 11-152 +/ta/Ts DAM a/is/1s (305)87t-IW.rot:J.305)871-1531 4265 Westroods Drive z DRAWING No 0-mM1:uftc ftd: West Palm Beach, FL 33407 3 Wa,a�Re°nuiil$1rPE • 15 085 P.E. t' 6;t i`AIURE/DATE FTDRa1A vo,!"IVs SHEET of SCHEQ 41 SCHEDULE & SCHEDULE 93 MAXIMUM SHUTTER SPAN16 "L+'OR 'L--" MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER.SPAN*"L-f-' RasrattaTl6N LEGEND '�: (ft.). FOR INSTALLATIONS W/ OR 'L (fL).FOR R 'L (ft.) INSTALLATIONS . 0 & or or INSTALLATIONS W/ CONCREtE & WOOD (1) L+:MAXIMUM AL)AWN)lE SPAR FOR A GIVEN W/ ONE H.V. LOCK ® or 0 or or & W/ ONE HV LOCKS MANSORY POSTIVE AS.D.DESIGN PRESSURE RATING. HD LUCK @ W/ NO LOCKING RODS or ONE FIV LOCK or 0 Or 0 OR W/ NO LOCKING WALL A. B, C. D. E. M, N. Ot P. 0. A.3.0 MAX ALLOWABLE EA RA�A GIVEN NEGATIVE CENTERMATES 0&®W/ ONE HV 'T' W/ NO LOCKING RODS ODS MOUNTING F. K'& L R.S. & V. LOCK 0 W/TWO LOCKING RODS 0 TOP & (SEE NOTES t tt) 0"FOR 1 OUNRNO( - (2) PROCEDURE TO DETERMWE.MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR CEILING / G, H. I. Ll, d T, u.'w & x WALT.MOLINTiNcs (TAP/eDTTaM) OR FLacR/cEIUNG: CONCRETE&WOOD INSINUATIONS 0 CONCRETE&WOOD CONCRETE MOUNTING &.M asn,� uvmm w2p CSIGN Pam�I 'INSTAi.L01GNS GIVEN A POSITIVE A.S.O. DESIGN PRESSURE R/IT1NG, PRFb9RC WALL MOUNTING FLOOR/CBUNG WNL.NOUNRNG I�+E DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. ROM (Neta A: 1ArM fLOOR/CDUNG Mmmmo (P-0 MOUNTING �,) Ft lcouNO MWNONtO ".) OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING. t� OR-) (*OR-) (+oR-) +1.00R ALL MOUNITNC DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ (ft) I L-(R) L+ (W L-(R) L f+A L-(ft) L+ (UJ L-(I) 0 MAXIMUM SHUTTER SPAN `L+-OR 'L-"FOR 30 OR LES< 16'-0' 16'-0' 16'=0' 16-0' 30 16'-0' 16.-0- 30 16'-0' 16'-01INSTALLATIONS INTO WOOD SHALL,BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 14',10- 14'-10' 15'-2' 16'-0` 35 14'-10" 14'-10' 35 IV-2' 16'_10' 105 psf.A.S.D.DESIGN PRESSURE RATING, AlUMM DETERMINED SPAN BETWEEN Z+'AND -L--. 40 13'-10• 13'-10' 14'-r 15'-2• 40 13'-10' 13'-10" 40 14'-2" 15'-2" (3)PROCEDURE.To DETERMINE MAXIMUM SPAN FOR 45 13'-1' 13'-1' 13'-4" 14'-3' 45 13'-1' 13'-1' 45 13'-4" 14'-3' t HV CORNER CEN(ERMATE#3 MAY BE USED AT ALL C MBINAIICNS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' (3'-7' 50 12--5` 12'-5' S0 121-31 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTING$: SHALL BE AS INDICATED ON MANDATORY CONDITION 2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE 55 - '-1" 12'-11' 5 '-1D' 55 1i'-1` I1'-11' � 60 I1'-4' 11•-4" 11'-7' '-4' 60 11'-4' 1V-4' 60 1D'-2' 10'-1t NOTE JUS,SHEET 5. RATING: _65 9'-5' 70'-1' DETERMINE: L,+�MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 10'-6" 10'-61 10'-9' -11'-5- 70 to'-fi- 70'_61 70 V-9' 9-4' L2+= MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 75 to*-I- TO'-t` 10'-4- IV-1' 75 10'-1' 10'-11 75 - 8--'9' tt EXCEPT THAT MAXIMUM.SHUTTER SPAN'L+-.OR INSTALLATIONS. 80 9'-10` 9'-10' 10'-0' 10'-9' 80 W-101 9'-10' 1 AND MAXIMUMAS.D. ANG PRESSURE RATING FOR FOR A GIVEN NEGATIVE AS.D, DESIGN PRESSURE 85 9'-6' 9'-6' 9'9' 10'-5' 65 9'-6' 9'-6' INSTALLATIONS O4T0 CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3' 9'-3' 9'-5- 10'-1' 90 W-3' 9'-3' SHALL BE LIMITED AS FOLL & DETERMINE: 95 9'-0` 8'-9- 9'-2' 9'-10` 95 9'-0• 8'-91 1- CONNECTIONS TO KEYSTONE MOUNTING L, MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9" 8'-4' 9'-0' 9'-7- 100 W-9' W-4' LIMITED TO +64.-72 p.s.f. AND 8'-0'SPAN. SEE L2 MAX.SPAN FOR FLOOR/CEIUNG MOUNTING 105 8'-7- 7'-11' 8'-9' 9'--4" 105 W-7' 7'-11' MOUNTING MOON SHEET 7. INSTALLATIONS. 110 8'-4- 7'-r 8'-7' V-2' 110 W-4' 7'-7- FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8•-2' 7-3` 8'-4' 8'-11' 115 8'-2- T-s' SEPARATION TO GLASS -SCHEDULE MINIMUM BETWEEN 11+.�+-. �,--AND "I—' 120 8'-01 6'-11' 8'-2- 8'-9• 120 8'-0' W-il' (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10' 6'-8' 8'-D' 8'-5" 125 7--10- 6'-8- ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN -130 7'-8' V-5- 7'-14" 8'-1' 130 7--8- 6•-5- MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 r-7' 6•-2• r-9" 7•-9' 135 7'-r 6•-2" WIND ZONE SPACING. 140 r-5' S'-11 r-7" r-6- 140 7'-5- 5'-11• ASTM E-1996 SEPARATION 145 7--3' S'-9- T-S' T-3' 145 7'-3' S'-9• TO GLASS 15G 7'-2' W-7" r-4' 7•-0" 150 r-:r S'-T 155 7'-0- 5'-5' 7'-2' 6'-s" 755 71-0' 1 THRU 3 1 H 160 _6'-11' 5'-2' 7'-1- 6'-7' 160 fi-11' 5'-2' 165 .6'-10` V-1' 7'-0" 6'-4' 165 6•-10` 170 W-9` 4'-11' V-11" W-2` 170, 775 -7- 4--9- --9" 6'-0" 170 _6'-7' 4'-9. W 6 — 1 ( / !1')y BLADE 780 6'-6' 4--6' '-8- S'-10' 180 6'-6'' 4'-8• \ J 185 W-5` u4'-6" 8•-7- '-8' 185 �6'-5" 4'-6" //A-�` 190 6'-4" 4'-5' 8'-fi` W-6' 190 6'-4` d'-S• 195 6'-3" 4•-3' W-5' 5-5- 195 6'-31 4'-3- 200 W-21 4'-2' 6'-4' 5'-3" 200 6'-2' 4'-2` 2056'-1• 4'-1` 6'-3• 5-1` 205 6'-r 4-1• FLORIDA BUILDING CODE(Non Hi h Velocit Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. N 11rrt,iT�f ., BERTHA H TM A S S A Accordion.Shutter System L E C C3 1liG. ■ ■ ■ ■ FIV RADE#1 W/OR W/O H.V.WINDON BLADE TILLLT TESTING & ENGINEERING COMPANY American Shutter Systems kEV.W OLscRPnaN OAR OnatiN BY:14QV Lc. *= Association. Inc. t OLD 11-192 413/15 ame 4/13/15 'fP . .. eJft9 N•W.SL1h St..SSe.say,YFAdNG1.CAFDfNa,+1ulutw 331 - Phony:(309)671-1530.Fac:(305)071-1531 4268 Westroods Drive 2 DRAWING No TAII t: ��+.' a-*Qk tlRecoMaoicam West Palm Beach, FL 33407 3 �.�� WALTER�'Jf_P.E. 4 15-085 ��Fsr �E/DATE ut 1 44167 SHFFT OF 20 lti4XIMUM Aa�(xiOR+ CPAG1PiC (Irty cruEDUtE EOR A GIVEN MAX �}tLtrtcr: SPAN A S 0 DESIGN NEGATfi+E PRESSURE RATING A,uO k CORREIPOMDING MOUN71NG'TYPE FOR CONN EJ 6R MNC;M-[NffALLA TONS. AWHORS SMNG ILEGENn POURED CONCRETE SEE IWIW9105,A H.•Q,D AND P ON awEr 6 POURED CrN1M8.B= TAPCON OR SPA1t IHWA.H�/ L10UNiINO A WALL MOUNTING @.WAM HEADER M0UNIITIO WALL SIU- OUNTINO WALL SILL. OUNRNO C& WAIL HEADER/SP1,L TAPCON WITH ADVANCED W/ W/ MOUNT[NO 7HREADFORM TECHNOLOGY (TU _ 11Er90t r6caxc c ascR4 Rung om td94mE 8910 cow NIAterc TIES=RATaO ASO.OES"Dara:VNI&K fRT OE86f1 ISO4T ALL POINTS 50410-5Ef 39 40 60 75 90 120 18D 205 30. 4p 00 73 O 1�1 16wo 205 3D 40 6O 73 D0.120 160 TO5 30 40' 60 75' 90 120 ISO 20 3D 40.'60. 75 90 120 180 205 30 AO t90 76. 80 120 780 206 BLUE TAP 1 12 10 O S "g 8 8. 1 12 /0 8 8 14 Y2 108: E'- H 8 35 8. 3'-+D• 14 12 iD 9 8 8 8 !` 1f i2 70 9 8 8 '6 6 14 12 10 9 a '8 6 '6 14 12 10 9 -e a a 6' t4 12. TD 9 '8 a 6' $ 8' $. 8 9' .8 8' 8 $ - TAPPER} OR LMt4 12 10 9 _8' 0 6 5- N 72 /8 8 8 p d .$ 14 12 f0 9 8 S. 6 0 14 12 10 '0 0 0 8 :3 f4 tY 70 .D 8 .8 e 0 8' •a 0 a 0 a.- 'a 0.,4 14. t2 10 9� 8 a 8' 6 H. t2 10 -9 8 8 0' $ /4 12• tU 8 _a S- 8 -6 14 12. 10 '9 H 'E 0' - f4 12.iD ,9 p :.a 6 a& 8 a '8 a. 8'8' 'a .7. 14. 12 10 9 a a 6 4 14 12 TO 9 8 a 8 6 T4 12 10 9 8 8 0 6 tl 12 /0 8 8 71 - - 14 12 10 8 8 7 OS 8 g H 0 8 7 fiS 4'-0, 14 12 10 D $ 0 Q �4 14 12 10 9 6 a a 8 14 12. to 9 IT 0. 0 6 14 12 10 0 a 8 35 - 14 12 10 9 8 a 8 6. S a 8 d a D a 'a 14 12' f0 9 8 8 45 - 14 12 t0 ..0 8 b -b 4 14 12. i0 8 p a 6 8 14 12 10, 9 a 8 - - 14 t2 10 9 a a d 9 'a. 8 d $ -p 85 8 14 12 10 9 8 8 8 4 14 12 '10'9 a $ 8 8 44 12 't0 8 61 $ 6 8 14 1 1 4 -8. 8 - - 14. T2 iQ. 8 6 8 $ - 9' p $ g 8'. p 7 55 74 ,2 r0 9 8 8 45 - 14 12 t0 9 8 8 0 35 14 12 10 9 9 9 0 8 14 t2 10 0 7a - - 14 �12 ,o -9 7.5 3S - - e a 8 y1 5'--0• 14 12 TO '8 8 8' 48 - 14 12 to 9 a a a. 35 14 1.2 90 0 8 -a 6 d 14. 12 TO 8 6 7 - - t4 12 10 9 $ .8 a - 8 8 8 a 8 e 8 SSEE ANCHOR 14 12 10 9 0 5.5 - - 14 t2 10 0 6 5 45. - 14' 12 10 0 6 8- 6 .3 14 H2 -, 2 10 9 8 3 - 14 12 10. 9 8 -7 - �- .e a. 8 8. '.H 7 5 4 SPECIFICATIONS 14 /2. 10 9 8 8 4- 14 1'2 fa '9 8 H 0.3S 14 12 10 9 8 ? 0 0 14. t2 10 9 0' - 14 -12 iD 9 e 74 - - .8 a..8 S e 7S 59 -4 ON SHEET 13 14 12 10 '9 a 55 3 - 14 12 8 8 8 4,5 - f4 12 10 9 8 .g 6 e 14 12. 9S 7S 4 - - 14. t2 a.5 7.5 85 35 - '8 8 .8 7S BS 4.3 3S 6`-0. 14 12. 10 9 8 5.6 - - 14 1 10 9 0 8 4S - 14 12 1b 8 S ® 8 8 14 12' 70 9 E 4 - - 14 T2 1b $ 8 4 a 8 8 E 8 8 0 75 N 12 10 9 $ 3 - - 14 12 D '0 8 8 - - i4 12 10. 9 8 11 55 35 14 12 10 9 45 - - -� 14 12 8 7:5 4 8 $ -8 8 75 5S 4 3 N 12 10 9 8 6 - 14 12 10 9 D 8 ♦ - 14 12 10 B 8 8 8 5.fi /4 12 10 9 5 - - M 72 10 9 8 4S - B 8 8 a 8. 8 {S U1 12 /9 fl 8 4 - - 14 12 B 0 8.6 3 - 14 12 10 9 s a 8 - t4 12 0 45 - - - 14 12 8S 5.5 - 0 8 8 a5 b5 3 7'-G• S4 12 10 0 8 4 - - t4 1 10 8 g5 3 - 14 12 10 9 B 8 6 - l4 12 10 0 B - - - 14 1 10 8 T 14 12 10 9 45 - - - 14 12 9 8 4 - t4 12 10 9 a 7 4 - 14 12 10 3,5 - - - - 14 -12 e- 8 8 6' 65 5 -3S 14 12 t0 8 7.5 75 - - 14. 12 TO 9 E 8. - 14 12 10 9 a a 6 14 72 70 6 - - - 14 i2 10 8.5 7 8 0 8 8 7 5 4 1{ 12 10 9 55 3 - - 14 12 10 9 8 4S - 14 12 f0 9 8 8 - 14 11 7' 14. 11 7 55 35 - _ - 8 -e 7 W 45 14 12 110 9 aS - - - 14 12 10 9 8 45 - - 14. 12 10 9 8 8 - - 44 12 f0 7 -4 - - - 14 12 f0' 9 8 8 8 0 8-..75 7 1. ♦SEE UDR A7WHS(3F USE FOR $•�. to 12 10 3S 3 - - - 14 12 10 9 8 - - 74 12 10 9 S 5S - - 14 12 8S 3 - 1{' 72 $6 7 4 - - .8 8 a T 5S A 3 t4 12 70 9 5 - - - 14 12 10 9 8- 4 - 7{_ 42 10 9. 8 8 - - 14 12 B5. - - - 14 72 9.6 7S 45 - -. e- 8 8 75 8 4S - _ t3LADE to ON SHEET 19 14 12 10 65 45 - - - I4 12 10 9 75 - - 14112 10 9 8 - - 13 9S 4 - - - - 13 85 OS 9 8 a' &5 5 4 J 8.-p. 14 12 10 68 4 - - - 14 12 16 0 7.5 - - - 14 f2 t0 9 a - - - 14 12 10 5 - - - 14 12 10 9 DS - - _ e a 8 B 8 OS 0 3 14 12 88 4 - - - - 14 12 tb 8 4S - - 14 12 10 9 75 - - - 14 .5 45 - - - 14 11.5 75 a 8 8 7S 6 5 4 14 12 10 Q 4 - - 14 12 10 9 7 - -14 12 10 9 8 - - 14 12 8 - - - 14 12 B 65 - - - 8 8 8 65 55 - - 14 12 9S 5 35 - - - 14 12 10 9 14 12 10 0 8 - - - 15$S - - - - 15 as 55 - - - - 10'-0. 14 12 95 5 35 - - 14 12 10 9 33 - - - 14 12 10 9 8 - - 14 12 7 - - - - f4 12 IQ 1S 5 8 0 8 .e '8 7S 4S F4 12 S5 3 - - - 14 12 10 8 3 - - 14 12 10 9 5 - - - i{ 05 3 - - - 14 104 7 3S - B 8 7. 3S 45 3S - 14 12 9 4.5 7 - - 14 12 10 9 5 - - 14 12 10 9 a - - 14 17 - •- 14 71 -U-5 - _ - - B 8 75 8 5 14 t2 7 - - - - - 74 12 70 - - - 14 12 10 - - - DS 8 - - - OS 8 "5 - - _ - 8 8 5 4 3S - - - 11`-D•14 12 7 - - - - 14.12 10 - - - - 14 12 10 - - - - - 14 12 6 - - - - 14 t2 to - 8 8 8 8 8 7 3S 14 12 4 - - - 14112 10 - - - - 14 12 10 - - - - 25 95 - - - 25 85 8 - _ - - 8 8 8 8 4 3 14 12 0.3 - - - - 14 92 10 - - - - 14 f2 10 - - - - 3.5 10 - - - - 14 f0 7 - - - H 8 7 5S 45 - - 14 12 55 - - - - - 14 112110 - - - 14 12 10 - - - - - 95 7 - - - - 93 7 35 - _ - - - B 7 45 35 3 - - t2'-0. 14 12 5.3 - - - - - 14 f12 - - - - 14 12 10 - - - - 14 12 4 - - - - - 14 T2 10 - - - - 8 $ a 8 8 0 3 14 12 3 - - - - 14 - - - - 14 T2 TO - - 1S 85 - - iS 85 4 - _ - - e 8 SS 4S 4 14 t2 5 - - - - - 14 - - - - t4 12 YO - - - - 25 g5 - - - 3S 93 6 -e 5- 4 - 14 12 - -• - - - - 14 - - - - - 14 12 - - - - - 9 4S. - - - e 65 - - - 8 65'45 5 J - _ _ HV BLADE OR n HV BLADE Y4 12 - - - - -. - 1i - - - 14 12 - - - - - 14 t2 - - - -' Y4 12. - _ 8 $ 8 8 a' 4S - / Y4 - - - 14 12 - - - - DS 5S - - - - - OS a .• - - - a g $ -4- as - _ y�/_ HV WINDOWBLADE 4< Y2- _ _ _ _ _ Y4 _ _ _ - _ M t2 - - _ _ _ td g - - 15 g,5 _ 8 8 8S 45 - /- 14 12 - - - - 14 - - 14 t2 - - - - g -3 _ - - - _ $ g _ _ - - - - a 6 4' 3.. - _ WC?RKING IN UNISON 14 12 - - '" 14 - - - - 14 t2 - - - - - 14 9 - - - - - 14 12 - a 8 a 6 7.S 4 147 - - - - 14 - - - - - i{ i2 - - - 10 4 - - 10 7.9 - _ _ - 0 75 3' 4 3 14 1 I - - 14 12 - - - - - ,1 12 - - - - - = 05 4 - - - - - �8 - _ _ - - 8 8 :5- 4 14 _ - _ - - - 14 - - - - '- 14. - - - - T.5 - - - - - 75 _ - - - - - - ...-_ _ ___ _...- - - - - - t; _. _ _ - - _ - - - - - 14 - - - - 14. '- - - - - - t4 .:. _ _ _ _ u - .;..__..._ t{. _ _ _ _ _.. _ _ _ _ _ _ g _ - - 78 6 6 7 7 35 8 7 4.5 3S 3 - N - - - - - 14. '- - - - - - 14. - - - TO.. - - _ ib 8 75.3: :4 14 - - - t4 - _ _ _ _ 14 - - - 7 _ _ T 7 SS JS 76=0.14 - _ .- - - ti - - - - - _ 14 - - - - _ - 8. _ - - - - _ 8 6 ':. .:'.... 14 E - - - 'a .0.6 4. 3S - 14 - - - - - 1i - - FLORIDA BUILDING CODE flan High Velocity Hurricone Zone 1 J�a, T11(/T��',�' 2015 fJSTERII.METAL SU1�Ptr,LNG: ..... - BERTHA HYrM c A►■+ Accordion Shutter System ■ ■ HN.BIlDE1 tYJ CRAVID KY.N1NL1DN 21JtflE American Shutterems 7f i TILLIT TEMNG & ENGINEERING COMPANY 01:50RIPTIe++ DATE MA"a1': ua- ��• STATE OF sw ww. .at,R&300.wffaR GkIr£H7,P194 M=Tef A38oclatt6n. inc. t OLD 11-192 4/13/15 LMM- 4/13715 •, Phaaa:(305)871-1530.I":(30871-1631 4268 Westr6ods Drive z 0RIUA �<c,+' Q- A;.auaaao w.eom DRAWING NO. '�i,FeQ '`• EB-0008719 West Polm Beach, ft 33407 3 �ry5lljjjU"'�+G��t��.*` MUM A IUIT Y.PZ . 15-085 P.E. ' aloiAl11J'RE/DATE n•�A tx.g 44167 5 SHEET 6 12r 20 MAMUM AN=Ra SPACING On) SCHEDULE FOR A .IL0.E� MAX, cut FTTFR SPAE:. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES il (SEE MWNMWS 4 R&N ON SHOM 8&1) 1..ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURCD BLOCK POURED 00MWETE (!� TO MSTING POURED.CONCRETE(MIe•fe-3 KOH) MOWN (9)WALL SILL MGUNTiNG @CEiLING MOUNTING HQ.FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADrORM TECHNOLOGY ANCHORS•AS MANUFACTURED 8Y I.T.W.BUhDEX.(Ke1.fe®3 WG) SPAN - 1/4'0 x 3/4'ALL POINTS SOLD-SEr ANCHORS,AS DISTRIBUTED BY ALL POINTS.SCREW.DOLT&SPECIALTY COMPANY.(We.fc-3 kei) (a) ua 1�1 pin ISS 11FSFt1 NMK t�M�t� ksa� TAPCON OR - 1/4'1 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Ka 7•c-2 kmj 30 40160175 90 120 160120 30. 40 60 7,1100 1m 160 205 SO 40 60 7S 90 t20 160205 TAPCON WITH ADVANCED - 1/4'0 TAPPER+ANCHORS AS MANUFACTUIEO BY POWERS FASTENERS,OTC.;AND DISTRIBUTED BY ALL POINTS SCREW.BCT&SPECIALTY 4 12 O 6 8 B 14 t 10 8 8 8 t4 't2 t0 9 8 8 6 0 TlRF1tOFOWI TE ADVANCED D COMPANY OR ANY OTHER/PPIMED LICENSED.OR AUTHORIZED VENDOR REGISTERED WITH THE.AMERICAN SHUTTER SYSTEMS ASSOCIATION.INC. 3'-0' fa fz 10 9 a a 5 a 14 12 1a 9 a e s 6 74 12 ta. 9" s a e a (Mn.'fc®3rI )R u3s 14 12 10 9 6_ a 6 6 14 12 10 9- 8 5 8 '6 14 12 YO 9 6 B 6 5 �'L'POINTS 901.ID-SET 14 12 10 9 8 a 6 7 14 12 10 9 a 8 6 B 14 t2 f0 9 a 6 6 A MOVE TM W/CAP h'07FS` 14 12 10 9 6 7 Ss as 14 t2 fo s a 6 6 s 14 t2 10 9 8 a 6 s TAPPER+ At)10N8HUM EMBEDMENT INTO POURED,CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREAOFORM TECHNOLOGY ANCHORS AND TAI 4'-0. 14 12 10 9. a 6 8 6 t4 12 10 9 8 8 6 6 14 12 10 _9 8 6 B 95 ANCHORS S 1 3/4'•AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/27. 14 12 10 9 a 8 6 4 14 12 10 9 6 5 61 4,5 14 t2 10 9 8 8 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL.POINTS SDUD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO EMBEDMENT 14 12 10 0 6 8 6 45 74 12 10 9 8 8 8 35 14 12 10 8 6 8 0 45 INTO STUCOO SWM,BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 7 1/2'LONG MINDLUM SHOULD STUCCO DUST A40 74 72 10 9 741&3 3.31- 14 12,10 9 8 8 6 9 14 12 i0 8 B 7 55 4 4 SEE ATI�/S Oi'TIPSS Et>R 1'MIOMUM.EOR WALLS WITH NO STUWO. 74 t2 1O 9 8 8 8 6- 14 12 10 9 8 8 6 55 14 12 10 9 6 ! 6 45 MADE"M SIaET 19 5-0' 14 12 10 9 a 7 4 - 14 12 10 9 8 85 s 3.5 14 12 10 'a 65 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAMUM OR ANY VENEER BE FOUND Ck1 TIE DOSTING WALL OR FLOOR. 74 12 10 9 _8 2:14.5 - 14 .12 10 8 8 e B 45 f 9 12 10 9 6 e 4S 75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN'S1RtICTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON /4 12 95 T5 fi5 40. - - 14 12 10 9 5 75 55 4 14 12 10 9 8 6 43 35 NOTES AT)&A2)ABOVE.FOR,INSTAlL1T€DR6 ON WM SIDING OR.EIFS WITH OR WITHOUT METAL.STUDS CONSULT THIS ENG ww.FOR 6•-0' 14 12 10 9 8 8 -8 - f4 12 10 9 6 6 .5 5 14 12 10 9 8 6s '5 33 INSTALLATION INTO DFS`ATM METAL'STUDS SEE SHEET 20. 14 12 10 9 75 55 J - 14 12 10. BS 7 55 4 4 14 12 6' 65 55 4 3 14 12 10 9 6 8 - 14 12 10 e 8 85 5 75 14 12 10 8.9' 8 D' 4 (8) TO EXISTING CONCRETE BLOCK(ASTM C-90) 14 12 8 65 53 3 - - 14 12 10 9 6 5.6 45 35 14 12 10 0 1 5 &S 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADPORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.L3URDDL 7.-O. 14 12 10 9 a 6 - - 14 12 10 9 8 7 5 4 14 12 10 9 75 55 4 3 - 1/4'0 x•3/4'ALL POINTS SOLID-SET ANCHORS„AS DISTRIBUTED BY ALL POINTS SCREW.DOLT&SPEWILTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 75 6 45 35 - 14 10.5 7 5.5 4.5 15 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FMIENFRS OfRECr.INC_ 14 12 10 55 7 4 - - 14 t2 10 9 75 55 4 - 14 12 9 7 7-1 45 - - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,ANO DISMSUFM BY ALL POINTS SCREW,BOLT&SPECIALTY 14 it 7 55 4.5 - - 14 12 10 9 73 53 4 - 14 12 7 6 4.5 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUIHORVED VENDOR R£gSTEREO WON THE AMERICAN SHUTTER SYSTEIAS ASSOCIATION.INC' a.-0' 14 12 10 9 14 12 10 9 8 6 4 - 14 t 10 8 63 5 35 - NOTES. 14 12 85 7 55 3 - - 14 12 8 65 5S 4 3 - 2.5 95 5 4 3 - 14 12 95 75 6 - - - 74 12 95 9 53 5 - - 14 12 B 6 65 4 - - B.1)M1N&M1M DAEIEDIAFtRT IFITO CONCRETE FU.00tC OF TAPCON,BLU£17W W/CAP ANCHORS AND TAPPER+ANCHORS 15 t i/4'AND TA'OD}1 _ _ _ _ _ WIH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. IJ 95 85 6 33 - - N 12 10 s 63 8 14 72 8 tis 5 4 9.-o. 14 12 10 9 8 - - - 14 12 10 9 73 4.5 - - 14 12 a5 7 55 4 - - B2)MINIMUM EMBEDMENT OF 1/4f x 3/4'All PORNt$SOLID-SET ANCHORS SHALL BE ENTIRELY EUSEDDED INTO THE CONCRETE BLOCK.NO 14 115 73 6 t - - - 14 11 7 55' 5' 3.5 - - 11 6 55 45 35 - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCOO 14 12 8 65 43 -I- - it 112 85 7 55 4 - 14 105 7 55 6 4'. - - DOST,AND i'MINIMUM FOR WAUS WITH NO STUCCO. 15 0.5 53 4 - 14 121 9 7 6 4.5 - - 14 11 55 45 35 - 10•-0• 14 12 10 9 7.5 - - - 14 12 10 8'65 5 - - t4 1 8 5 4 - - 0.3) IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON TRE DJOSTING WALL OR FLOOR 14 105 7 5 J5 - - 13 95 6.5 5 4 3 - - 10 7.5 4 3 - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MIUN STRUCTURE BEHIND SAID WALL FINSHES ANCHORAGE SHALL BE AS MOICATED ON 14 It 75 55 - - 14 115 9. 6 5 4 - - 2S 95 6 5 4 4 - NOTES&i)&8.2)ABOVE FOR INSTALLATIONS ON VfNYL SIONG OR En WITH OR MIHOUT METAL STNS CONSULT THIS ENGINEER. OS 8 5 - 14 12 8 85 55 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO®ES WITH METAL STUDS SEE SHEET 20. 11•-0' 14 12 10 - - - - - 14 129 7 6 - - 14 705 7 53 45 - - 25 85 12 9 B 45 1 3 8 745 35 S - - - (C) ANCHORS SHALL BE INSTALLED FOUJOWW ALL OF THE RECOMMENDAVONS AND SPECACADONS OF THE ANCF70RNS MANUFACTURER 5 - 9 3 14 10 7 - - - - - 14 10.5 7 55 45 - - - 1-5 05 55 4s 75 - 95 7 45 - - t4 15 75 6 5 - - 12 9 6 45 4 - _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED).VERSUS SPACING REUDONSMP FOR ANCHORS. 12•-0' 14 12 10= - - - _-i4 72 8 u5 55 - - 13 10 65 5 4 - - - H1ICE DISTANCE VERSUS SPACING SCHEDULE FO ANS CHORS: 15 115 4.5 - - - - - 11 8 SS 4 35 - - 8 6 1 J - - - - MMU UM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES DEDICATED BELOW.FOR E D.LESS THAN THE INDICATED.REDUCE ANCHOR SPACING 35 95 0 - - - - 13 95 65 5 4 - - O5 a 5 4 BY MULTIPLYING SPACNG SHOWN ON SCHEDULE BY THE.FOLLOWING FACTORR& 9 65 - - 14 10.517 55 4-5 - - 11 &5 55 45.35 - - - REDUCED SPACING OBTAINED USING FACTOR SHALLBEBE LESS THAN MIN9RUM$PACING iNOXSUEO FOR EACI ANtlHOR TYPE 73•-D' 14 12 - - - - - 14 Its 75 6 5 - - - 12 9 8 as 4 - - FACTOR 05 a - - - - - 10 75 5 4 3 - - - 75 55 4 S - - - ACTUAL 12 9 5 4.5 4 =- - - 95 7 s 4 - - - - r /� EDGE TAPCON TAPCON W�ADVANCfiO' ALL I NT$OLIO SET BLUE TAP W/CAP TAPPER+ 5 6 - - _ _ _ 13 95 55 5 - - - -1110-517-51 5 4 - - - - V BLADE Q DICTANCE THREABFORM'TECHNOLOGY MON.SPACING 14•-0• 14 12 - - - - - - 14 105 7 5.5 - - _ tl s5 5s 45 - - - - E.D. MSN.SPACING-3' WN.SPACING-3' IN.SPACING-3 1/2' MIN.SPACING =3' 3 3/C 4' 10 is - - - - - - 9 7 45 35` - - - i 5 ss 3 - - - - 1 HV LAD RED CONCRETE& Po36bE aaHr�TE IIIc POURED coNcaET£& routRFD R ONCRETE&FaI1 ED DasT£cbaaTE anal I.5 a - - - - - n a 55 45 - - - - 9 65 45 - - - - - V W D W CONCRETEBLOCKMN.Fa.3 7/Y Mgt ED..2 1 c:M�w CONCRETE,BLOCK La.F�..3 1/t- Ea.21/t 7.3 - - - - - - - 12 9 a - - - - - ase s - - - - - BLADE WORKING 3' 1.0 0.90 1.0 0.78 1.0 oa4 1.0 14 _ _ _ _ _ _ _ 3,5 10 65 - - - a e1 - o s7 9 - - - - - - - 65 63 4 - - - - - &5 5 ; - -� - - - 2 1 2' 1.0. 1.0 a5 a 5 - - - - - 95 a , - - - - - a- - 0.71 - - - 0.51 ,a _ _ IN uNisoN • 7 - - - - - 1.5 a5 53 - - - 9 63 45 - - - f 3/4' - 0.91 - - - 0.43 - 16 - - - - 10 75 5 - 035 8 6 8 4 8 4.5J - - - 9.5 - - - - es 7 5 - - - - - a e 4 - - - = FLORDA BUILDING CODE(Eon igh HEIDcity Hurricane Zone ♦..♦`fig p.TiC(�T'4., a 2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM A.S.S.A. Accordion Shutter System i 7T�Z767,N77\ H.v�H1 W/OR w/o ALV.WINDOW MADE Shufter Systems � TTLuT TESTING & ENGINEERING COMPANY ouGRwtaN DAtC BY.' ALL $TATE OF ,Lcr�N 63ss N.w.36RR SL.SBL.3W.19t47xcA GAIRDOM FLORA 331 Associotlon. inc. 1 OLD 11-192 4/13/15---.--47-571-5E • \ Pb :(30.5)877-1530.Her:(306)871-1531 4268 Westroods Drive : DRAWING No ' O,r••. 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S 3S - - T1 85 7 8 12 1.57.5 6 5 4 13'-0' 18 10 - - - - 6 6 10 - - 6 4.5 14"-0' 72 70 - - - 6 5,5 - - - - t2 7 .5 a.5 15•-0' 12 - - - 6 - - - - -- 12 - - - - - 5 - T B'-0" 12 - 5 - - - - t - - - 5 - - - 8 - - - - 12 12 0•85 b5 4 12 12 8 0S 5 3 I1. .5 .5 4.5 3.5 - i HV BLADE OR n HV BLADE Wj HV WINDOW BLADE WORKING IN UNISON* .� At10N5 OF IlY FOR (ilD£ ON 9SEF 19 + NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.mxHoR5 7o 17Au.ROOR OR SOLID WOOD somr wu sE AS roLLows; 3.SODS79ATE SHALL CONSIST OF THE FOLLOWNC: -1/4•0 TAPCON ANCHORS,AS WSVWTLBY I.T.W.OIGLDE( W/WSWUM EMUMMENT AS aMr-MED AT - FLR.p/-0-54 j'��.DS) NRED EACH SEDDON ON SHETS 18&17. -SPRUCE FINE FIR NORTH W/0-0.43 CKMS.) EXCEPTION.SEE KM 2 fitidx. -SPRUCE PME FIR SOUTH W/6-0.38(N.D.S.) -MIN.1/2'COO(PLYWOOD(1988 APA) z.ANCHORS'to ItOU.OW CEILENG SHiAU.BE AS PER WOL1NTiN6 TYPIC u SHEET n ANO 51LV1 CONSIST OF IAO SCREWS AS PFR NOS 7012 SPECIFICATIONS 4:ANCHORS SWILL BE Ri5TXLED FOUDWN2 ALL OF 7HE. S AIM SPEP WAITONS OF THE ANCHORS MANUFACTUAtF. FLORIDA BUfLDING CODE Non High {velocity Hurricane Zona (A 2015 EASTERN METAL SUPPLY,INC. R HA HVTM 1111111n1EHTEEYY -7o , A■S.S.a!• .fit. 1 L E eN .N Accordion Shutter System .• •�!�^' H.v BUd)E#T w/OR wJ0 H.v.WINDOW a.nnE �5�� '"v •, �_ TIL.LIT TESTING & ENGINEERING COMPANY American Shutter Systems tm th agemprm DATE ORAWR By. M.L ow Kw.3w.st Ste,,m veterteA CNfttNs,ItAi501 33104Association, Inc. 1 OLD 11-t92 4 13/75 DATE: 4/13/15 (a65)571-1530.Fm;(305)871-1531 4268 Westroods Drive z e=m®�vOt9'm" West Palm Beach, FL 33407 3 DRAWING No 15-085 STASH OF WALTER A ULL1T I F.E. 4 $BEET g, •• ��� FLORM Lk,p 44167 5 Pi e 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & Ie HV,4 BLADES AS APPLICABLE . SHUTTER + — t? INSTALLATIONSINTO O T SLA Y SHALL WALLH" -LIMITED. TO 105 O DESIGN SS SEE §HEg 19 FOR MAX SPAN �-- 4'o TnxoN OR d dES Ci S FOR E 1 A O IN UNISON APCON WITH ADVANCED :.I W1 1 1/2' TECHNOLOGY 1/4'O TAPCON-OR _. ...... T ' W/ 1 1j2"Win.PENETRATION 1" TAPCON WITH ADVANCED TrIREADPORM TECHNOLOGY OF 17iRFADED AREA TO - W/T 1/2'Mtn,.F'ENETRA7lDN OF THREADED ARFA"TO-EXrSFING- s> EXISTING WOOD.NFATrEx ; WOOD HEADER {sLTc SCFLEOULE QN stiEEi 1sy I � � I t Q nR SHEET 15) N` t/4'0-2Qx3/4'S.S.MACHINE SO£pEE�RI&FET SCREWS W/ 1/4'-20 NUTS Tl FOR BADE(DMD ©OR - t•^' N `'1 � ®12'OZ. ( ON SHEL7 19 FOR NG ( BADtS II)A a � Vj., (DORWALL FINCH:M nNG MIN. '� FINISH4"WOOD - p(ISTING MIN• HEADER REQUIRED l; t DR®• HEADER S 1/4"0 TAPCON OR TAPCON WITH ADVANCED I 11V EXISTING I Lely SfPf`RA7 N I 1 ) 1 _ NF�p�ENEiRATWNFORM COF TECHNOLOGY W/ AREA TO GLASS^"i to IAEGLAO(� ug'.SEPARATION TO Wss I I EXISTING WOOD HEADER, —1 EEI 9(ANO � ®fir— SCHEDULE ON SHEET 1I) I 1 (SEE sC}+DaLE aN SHEET 15) EIADESM& � 7� 1 PLATE REOb.51LL. OHV WALL HEADER 1NSTALLATiOOHV WALL HEADER INSTALLATION OHV WALL SILL INSTALLATION N STM MIN.I MIN.SEPARATION TO GLASS I I SFPARATb2i TO GLASS t MIN. ON TO GLASS I t EXIIOVZ �1�SEE SCHEDULE ON SHELT 11) S S&%,__ LLEET tt) . 2'x4'CC i {SEE SMiEi T G I o GIJ REO D.PLATE .;i'i„'�;;.,• 1/4'0-20«3/4'SS. MACMNE SCR'NS MACHINE SCREENS W/ 0 1 I I E 2.1/4'-20 NUTS 1 L \ ® 12'O.C. WAL ) T -2D NU15 0 12” FINISH ( O.C. ..1;' � .j,• OR '�:':� "i"\s t YL'�// t OR t 2'x4' OR .`.: WOPLATE I ( REOb:W N � r 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR FHRFADFORM TEWSOLOGY W/1 1/2' I 11 2"x4'COdiT. Mia PENETRATION OF THREADED AREA TO "- 1/4.'0 TAPCONOR TAPCON WRH ADVANCED �1 51LL PLATE I 4WOOD T_r THTNRFAOf"ORM TECHNOLOGY W/ t/2" \ 1/4.0 TAPCON OR kQg; 111 (SEE SG RULE FN SHE. ADFORM TE H LOFADED NtFA INTO PLYWOOD u, TAPCON WITH ADVANCED 1-SEE SHEET 4 FOR tYPICAL REO;D. (SEE SCHEDULE ON SHEET 15) (SEE SCHEDULE ON SHEET 15) Ea0t, LON. 1/2 MIN. THREADFORM TECHNOLOGY SHUTTER ASSEMBLY. WALL FINISH '.£ STUDS 0 16'O.C:MAX. PLYWOOD REO'D. W/'Y/2'Min.PENETRATION OF 2--MOUNTING S£CIT011S CAN .. 1/2'MM,CDX PtarvrooD(3 0'0. REO'D.PLYWOOD TO BE WALL FIN (SE SCHEDULE AREA INTO PLYWOOD SUIT ANY INSTALLAnom.TO �R HV WALL SILL INSTALLATION VIIING MDF.2'.4:"STUDS 0 16'O.C•MAX:REQ'0. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15} PLYWOOD TO BE ATrAC1ED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.G.C. SECTIAtl F.B.C-N z3oa.OF THE ®SIV WALL SILL INSTALLATION +SEE LT L oorTS aF E of ©HWI WALL SILL INSTALLATION BLADEa stHE T l9 FLORIDA BUiCODE Non High Velocity Hurricane Zone '®2015 EASTERN METAL SUPPLY,tNC. 17!(C%T''%� 13-ER-THA HVTM A S fes` A Accordion Shutter System �¢ •'' 1 L E C O «�. . . . . kV sl rt w1 OR W/O KV. VnNDaw aADE TIIIIT TESTING ENGINEERING COMPANY American Shutter Systems MV.w 'OEsCRIFOTION DAN WN ft M.L. 6757 N.W.36M.st,Sill.30,vr4m r,WDM FTARDA 331 AaaocioNon, Inc. t OLD 11-192 4/13/t5 DAre: 4/1.3/15 o, z INw w:(306)871-1530.Fox:(305)671-1331 4258 Westroods Drive 2 DRAWING No 9•, il-n IL UIIA-O af. West Palm Beach, FL 33407 3 ��'••F�o 5�`� WALTER A 11TIM-00%7IJ,P.E 4 15-085 F FLOROA 4c./44167 5 SHEET P. ATC 6 19 OF 20 INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR I HV & HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BC1�DE ONLY WALL FWfST1 H D TO 105,Q psf, A.SA DESIGN PRESSURE RATING SHEET OR MAX SPAN_&_DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4-0 TAPC04 OR EO- --2 MIN. TAPCON WITH ADVANCED 4x8' M1n.}E%ISfINO THREADFORM TECHNOLOGY WUDO REQUIRED. •EDGE{!F APPLICABLE) ,i1•. W/1'1/2'Min.PENETRATION 1/414-2013/4'S.S. OF STRUCTURAL ADEQUACY EXISTIWOOBEAM - ;? OF THREADED AREA TO 1' p16 TRUSS HEAD EXISTING WOOD HEADER. TO BE CERTIFIED HY EX1ITW0 WOOD (SEE SCHEDULE ON SHEETKMI, INE SCREWS REGISTERED ENGINEER OR 1/4'-20 NUTS ARCHITECT PRIOR TO TRUSSES OR Q9 92'O.C. SHUTTER INSTALLATION. 1/2:'-- -1/2' O.C.REQUIRED 24' 1/4"0 TA-CON OR t TAPCON WITH ADVANCFA �_ _ .... `".... 3/4"N o.Twy57' THREADFORM TECHNOLOGY, SJ4'-Ma■.T}tK:Max- W/1 1/2'Lrm.PENETRATION 14x7/4• OF 7HRE40ED AREA TO / 1'x4 zt/8'COW.Wif TUBE L.,-OP'ttt)NN. EXISTING WOW HEADER 3.M•S• (5063-T6 ALLOY)W/. I---•;—T - -•r'T I (SEE SCHEDULE ON SHEET 15) 9 8'O.C. I 1 Or Q Or Q (315116'0 pp�ORRT OSS. ll-1� WS TO 'h Or©Or© I LOCATE HAG SCREWS AT ' I UIDWIDTH OF EXISTING WOOD L EXISTING MIN Yx4' t f I MEANER.(2 Min. NOMINAL J HEADER REO'D OPEN HOLE AT EACH Wt05}1)W/Y Aral, GLASS LiMIN.SEPARATION TO CLASS 1 ( (SEE SCHEDULE ON SHEET 11) EXISTING I 1500 TO ACCEPT AREPENETRATION LIDof THRFAOID 5/16'6 IAC SCREW � AREA VALID FOR CLASS---i AT CENTER OF TUI . INSTALLATIONS WITH 72psf I Ica s Nx01a I MAX.A-M DESIGN LOAD AND EXIST0 HV WALL HEADER INSTALLATION I�°`E`�a;¢, S �t wsiAALA1ioN�Ls or+ivvALm a 11 it rat MAME mAlD • I St3t1¢lE a 9� I FOR WOOD w/MIN.SPECIFIC I a s¢r 1s rw (DOR( 11 S wOEmArta GPAMY OF 0.50 AS DOUGLAS MI .S. I ®�� • FIR oR SOUTH N FIRE No z 1-SCE sla>':TT 4 rat maw.3116Ii1R AssOUBtr 1 OR® OR EQUAL.. 2-WOUN C�MS Cm BE M �T HV CEILING INSTALLATION ANY WAY TO SUR ANY UMAUATXn1. Q!)HV CEILING INSTAL TION H w a 1 OR MIN. ! I uNN.SEPARATION To CLASS .-a So—FM!A am SEPARATION 1 1 —(SEE SCHEDULE ON SHEET n) 10.sm13 To aAss j E]OSTING I eiOrstDa� (SEE SCHEDULE I I —Qi I ON SHEET 11) 1 I 1 AAfu1,OR )1 I 8 I I ( WALL I LOCATION 3/a Mx HEX (xtsnllc l ( FINISHF'M ®� 7 1 3/a 1cH' � ``�WIASHERR4HEAD TEK ( + I DECK REQUIRED CIE Max. 2'xG'MAN.WOOD SCIONS o 12'o.c (NO FlNLSti Ztttt� DECK REQUIREDLLE {No _EDGE OFau o+vEO) FINISH ALLOWED) OF (9 APPLICABLE _ DECK IF '�^ --�' IF LOGE LE �_.� APPLICABLE -..-- \ 1. 1/4L0-20xRUS REA -- -.-��" e:� 1/4'A TAPCOl1 OR 9tWPS TRUSS NERD � 7.it4'CANE. APCON W[RI ADVANCED Min. MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED SILT. . THRrADFORM TECHNOLOGY W/1/4'-20 NUTSTHREADrORM TECHNOLOOY.W/1 1/2'Min. W/1 1/Y Min.PENETRATION O 12'O.C. 7/4'q TAPCON OR TAPCON WITH ADVANCED THREADFORM ---2'MAN, PENETRATION OF THREADED REO'U' OF THREADED AREA 10 TECHNOLOGY W/1 1/Y Min,PENETRATTON OF THREADED EXULTING'%b00 FIELDER. AREA TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET IS) AREA TO EXISTING 1'000 HEADER. (SEE (SEE SCHEDULE ON SHEET'15) • ��gAiwHsoF uME MR ��ON SHEET 15) QX HV WALK—OVER INSTALLATION Q HV WALL SILL iNST ELATION aL�oE 19 W�HV FLOOR INSTALLATION RORIQA BUILDING CODE Yon High Velocity Hurricane Zone PL�E�t A. r/l AA'�i 2015 EASTERN METAL SUPPLY,INC............ ' �NSBERTHA VTM IL E C O ins. Accordion Shutter System A■S■S■A■ KY.MADE#1 W/OR W10 KV. WINDOW MADE *' American Shutter Systems N DATE DRAWN M ML ;y -D: ,�/ J C/'`-' � TILL1T TESTING do ENGINEERING COMPANY ''8T11�7E(fF'� 4/13/15 ssactatton. Inc. 1 OLD 11-192 4/13/15 DAM e3x H.W.Sam.sl...sm.305,vaszaA eVtnO1Y,MAIM 331 A �. Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive x DRAWING No a-Ml bvmcoaal West Palm Beach, FL.. 33407 3 ti ;.�1```� WALTER A.muT J.P.E. 4 15-085 P.E. S A/EALf�f'' b"Y E/DATE FLORIDA uc'#44167 .5. SHEET OF END INSTALLATIONS n HV BLADE OR ff WINDOW BLADE INTO 2"x4" MiN. WOOD STUDS 2kC.xovo TL�Oh r.9•un"M= Zi fift `� / 1T T TION INIQ •' ! W'Apnxtao reusR / TSn6 W x/mK En'S71RG GACS m��m 1 Ib8 R. r 311 tzs.N0 c="o M-M " r-�a°� / 1!2 Kw i osl c 1 Lux s PMAQ=_�,F/\ . IM t.a sr5vw on SofD%E w s1ffJ f. 1/X'R•M% S�."t+.. -W.t�Sf+r J « '�4aa[ot,7iF7 7o aAts GYE iOw t[%.ea% • T: A a ii KR 6tRF WMO r11x 3• 11 tm eiac TiA+o ,.. War" rLnxa. ssmucwa£LT w sgr is (soar 7e)cm r. y� +h/oR.cox w 9fR 19 Fw 11 fQl eAoO +eta )/2 11 Rtt laicF wo wp1EII 1a FVi sUarslDe /d, FRJ (WC17E 1/Y RY�04. ax6QIR l Ft�t - avu01aF aos0)t� AT m1�s>ce I t flMl/2'SMS, (.1cc r.ae r we 016 0.G 0,6l 4 I1Toeirr�susi 1 P•nrm9 ro 5 4 vurt 1•naswn�a a OR�J♦ sm D.%t (j)OR®♦ anis x or V�y t ORME �♦ tT o PUC" FOR 1 °R� mirsr�cs Q O.p'�}7. T�)o' �` F90 �-o o•®- To 1RAO ©o •�•rn�-e:�- �©o ®-o o®- ®•od�--o-O ®-07 ®- END CONNECTION DETAIL® END CONNECTION DETAIL 9 END CONNECTION DETAIL END CONNECTION DETAIL -o¢steee .nrottn®aar rm wr aum T"t2•-0- 2'a4•Rk MOD /ay iAPtOPi AHOfO1 sn as R[ x!/In ux 1/a'i VP= Q q/55 vtutTRAnw O 12'0,t /loiRl', 916$.G 1�1 IDCLASS(SEE ♦ SEE UMIAOP USE FOR oasmle J In'Y°t' TL IwOC m1e0 4 4 BLADE 8 ON SF6i 19 comm w vett11 MR&AM IBIM � � 4 Q) FUM 21 wu xom lou O-�n-C6WL�i3- MEN d�•OJ Q- @- seas REOT maul ��Qd-€$ 4�- .PAM 0)fv- •t�-�i� O C4��-4�L� DETAIL X END CONNECTION DETAIL END CONNECTION DETAIL 12 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone `%,� 'A't��krp,�r� 0 7.015 EASTERN" 17?Al SUPPLY.INC, �� ..•:...Lli�%, --•— BERTHA H TA( =- /WILIECO .-Li A.S.S.A. Accordion Shutter System r�u MAX#1 w/DR W/O KV.WNDM 3ADE rTAZTF —' * TIWT TESTING 8( ENGINEERING COMPANY �ericon Sfiutter Systems oecwvrtaa sAlc �uwa BY: N.1 6=N•" 3M.n•St.3M RMU MOM nOWA 3310 Association, Inc. 1 oEo 11-1 sz 4/15 t5 oa,E 4/13/15 O�•, F + Phona T(305)871-1870.Fax:(MS)871-1531 4268 Westroads 4Mve 2 DRAWING No ,�F .,�ORIOA•;'1c(��• e-m® 571don West Palm Beoch, Ft. 33407 3 5_085 ���jrdrq..A.j.p...•...CON� WALIER A.Tuff 41.P.E. �. P.E.`'QfrA{a(nl�1GM115`��RE/DATE 1waoA uo !44167 s SH 18 OF 20 M f all LIMITATIONS AND CONDITIONS OF USE FOR EMM �pAp (� (� (jam/DIAD A<�W NM SHUTTER ST5Cf3A WORKING IN A O Y' 0 Y Y ! � Hit V47[dDOW f3 at>r ALA' 1.MAX.ASO.DESIGN PRESSLIRE RATM+110.- 110 W. 2.NAX.SHUM SPACE 96' 3.ALLOWED MOLKnNCS.&D.G&N ON SNEEI5 6,7:AS WELL AS MOUNRNGS.II.O,T.U:&W®�BN,SHEETS is& 17. 5,MY cog=IES OmOa lv 4 5 MUSE QlCI110FA OR OP OMNG IN�O�NG NLY AT DMKIR ACCESS SIDE OF TYP.EA.FMD • s . • a a S.(A)WWWDWf BUNS®WALL fRff.Y ALLOW A 11AN6WM OF 5 OPENaNCS (3'0 HOLES)FOR®PER.SHADE AT SPACOM SHDWN ON SHEET 4. MAX.5 WINDOWS • ♦ ♦ a (B)WL CLEARANCE TOP OR BOTTOM EDGE OF HY WINDOW 94M ALLOWED A7 HV °vf OF ANY 3'0_BOLE FOR SHALL Be 12, WHNDpW BLADE® a (C)FlRST ORLa BADE COMING OUT FROM SrARTDTS AT ENDS,WAY BE HY (0)fN WINDOW MADE I�MUSf BE USED ALTERNATE TO A SOLID 1N MADE(j) '33 THRaVCtiOUr SHtmERS wmRL TTEs MWALWAYS ALWAYS BE wsTAAum Anucon TO A Sam W•� �i y,EA a BLADE 1 AT.AS SDE OF THEM. SFE END t M POLYCARBONATE FN W7NOOW 0 SHALL BE INSTAtLID�7A85 FACE THE MERIOR OF THE OPFNVfG PRfRECTED.,191NDOW FFJ51'fE DETNLS ONN SHEETS • ♦ g 4 a a a ONLY IIKTALLM AND LOCKED USING A W SEMNG TOOL BY ASSk 10& to TYP. 33 � INF FULL HEIGHT. I A�h1( SFE AMCHOR SPACIRC SCHEDULE FOR WSTAUATIONS INTO WOOD FRAME P 1P „ 8UtMWS ON STffEr 15.AS LMDFD DY SPAN AND DE%CN LM(SFE NOTES 9 1 R 2 ASOJE). N 7.SEE ANCHOR SPACBFG.SCHEDULE FOR DMA11 DONS INTO POURED OONCf�TE OR CONCRETE IfLOCK WALL ON SHEETS 12& 13 AS UMOED BY li 1 11 11 1 11 �JLJ 1. .111 .1 �11-- SPAN NO DMGH LOAD(SEE NatES I &2 ABOVE). (( 6.MINIMUM SEPARATWN TO.CLASS SCHEDULE,PER ASTM E-1996: lYP TOP g 1iOTFOM ) D H W oa1oa�6 WIND ZONE MMIMUM SFPAwLTfON 1b CU55 ---=----:;NUMOEO wgyni 1 TMN 3 1' l765DNG ELEVATION MIL SMaPAna+TO«Ass — G1AS5 S U"I ON STET 11 FTR MADE® 4 6.75' ----------_ Z---------- - -_ AEA ON 7M SHEET MR ElAtX Q& --------------- 5 Pdl�e ENj g SATES 6iR Wf&=MOR ONLY) 4 AND W� OR (SERE NM 4 ABDYEI P. W%2 OR CANE IRINATE51�� W/o NOTE 4 ABOVE PLAN TYPICAL (1) HV BLADE WORKING IN UNISON WITH HV WINDOW 13LADE SHUTTER* ���--_— N.T.S. FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone gp117U11gt1/AAA 0 2015 EASTERN L(F.TAL'SUPPLY. INC. A r�l�%'''%,, BERTHA H TM ICE A���S�A� Accordion Shutter System / ZIMME C O >INc. t{y.aaDE1 w/OR w/o RV.,A1NDDw MADE * /!'./sr�f"` =* TIWT TESTING Q ENGfNEERING COMPANY Sfiuff�r �.aSIf3t1T3 � S OCSCRITION DAIS CM"Ow: M.L. lS7A,� AS.'SOCI1]flOTla Inc. 1 QLD 11-192 4/13/15 DATE: 4/13/15 usss N.W.31tl%SL.w.305,YIRCAtA cA1w+s.1L121J 3]r DRAWING No DF 4268 Westroods Drive 2 rte, F Phone:(305)871-(330.Sax:(305)871-153( West Palm Beach. F� 33407 3 F '•• ` �. ®-0006711 F �,•♦�'s/ •••Nth\`'��� WALTER&VLX f Jr.P.E. 1 5-085 P. A'3&A T��E/QATE FLOR&Ix.g 44167 a SHEET OF 240 •x, Z �> t �;, INSTALLATIONS WZ CIS HV BLADE & HV CENTERMATES -�2-00d-Maxq- wo.0-60 MY.STEM METAL STLW AT 16-O.C. o _•=. 43b INTO METAL STUD WALLS * °°'" T_- !a 6 a.c. Z4o 4 t � m a� c o - t/2" • ,� 1',/4'4 NOMINAL GENERAL LIMITATIONS AND CO DITIONS OF USE ALUMINUM SLEEVE 43C 434 1,2 c i O 6083-T5 ALLOY 3/4�G tSTE aoas"nGac Hfn. "' 25EE INSTAL I AMON TO MAL STUD WALLA ASIM COM.CALY.5(¢3,TRACK Cwwr1EL a B'O.C: O 6.O.G't'; ,,�F,�;,�ro�`� ;; i�t SEPARATION TO GLASS SCHEDULE 7 ' W/(2)#11-11r Tic SC30.1n5 ON I MSTINc FINISH 39 1. MAX. A.S.D. DESIGN PRESSURE RATING:.+75, - 75 (psf) INTMOR a DaMOc-FACE _ -AS APPUCADLE Q a 2.. MAX. SHUTTER SPAN; 84" WIND'ZONE MINIMUM T' t SEPARATION OLENGTH + I' O(ISTINC GLASS i MIN.SEPARATION 3. ALLOWED MOUNTING:MS ON THIS SHEET. 0. E-1996 TO GLASS ToGLASS 1 X0-20x3�OLT I (SEE,SCHEDULE) � 4. ONLY ENTERMATE(21 W/,04 HV LOCK ARE ALLOWED S{ 7 TNRU 3 1" MUST PENETRATE , � WITH 21 ARRANGED A METRICAL LAYOUT. I USE O (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4' 1 3/4-.0 1/4-.O.w5-THXK W. E'WMG FINMH INCLUDED AT IOR OR INTERIOR ACCESS SIDE OF t•3�3• coNr GAMY.SIM TRACK aw0a.' AS APPLICABLE I CENTERMATE � 250• (- ofio' a ASTM A—G53 GRADE 40 Nin.G—G0 I i' •, _}_L l GAWAN7ZEp rA51DT7ED TO SPM W/(z)0.1/2'roc StRLMS ON EXTEIRIOR FACE INiF30pR I1 �1/4"p-�20 THRE?A DS o soc, c1 0 ~-� ## BLADE SLACK DETAIL HVF IS ALSO VALID FOR CONSTRUCTIOK W �' -- t/2• 12 8 CENTERMATE 21 APPLICATION WITH BLADE(D PRODUCTS FAB-LOK HD i o 43b COMPONENTS •x, ,/2 x 0.035•DOCK z vaiaes'; 6' O.C. AGn.AgA-653 GRADE 40 •,Z';MLii• MET MU QALY.STEW O.C. T• - •-.I MS WALL HEADER/SILL INSTALLATION METAL STUDS AT t6'Om. :,::'`,•" E)05SING FINISH AS APPUCA°LE SCALE:3/8"- 1- (TYP.TOP h Kamm) C-—————_ — -_— —— --——d_—_- —_ i /4 GALV.IJ4''EL TRACK CHANHICK EL. ZE:O ..GLASS a —_ - _ _ _ 0.STR1 A-G53 GRADE 40 W..C-60 .. I. _ , s :, , :.. .•_ ".. ;. ,: GALVANt2E0 FAS,EN£D ro SIUOS I I SYMMETRYCAL SYMMETRYCA� _; , _ I'- 434 436 43c MIN. SEPARg71OH VARIES., I 1 6x1 Z" OR FACE ON ;I INTERIOR&F.%TER[OR FACE I 'CENTERMATES W/. 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FLCRIDA u�/44157 5 SHEET P.E. Ai , / 6 20 OF 20