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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 l ss flayyst ala 1 Oti(�7e�3((I7iptlt SCIS Home I Log In 1 User Registration 1 Hot Topics ; Submlt Sutcharge Stats&Facts Publications i FeC Staff i DCIS Site Map Links Search j BusinesED Professional (idifil Product Approval l USER:Public User Regulation P.wbut Amnrewd Frena>Prn4urt lir AnnlinatWn SFnrch>duan m, on i lst a Application OetaH .J FL C 69-R8 Application Type Revision Code Verson 014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4260 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@ easternmetal,com Authorized Signature Bill Feeley Irodriguez@eastemmetal.com Technical Representative Address/Phone/Emall 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 !�: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,3r.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jahn W.Knezevich,PE ✓t Validation Checklist-Hardcopy Received Certificate of independence FL289 1`49 Cf! HV ACCORDION Ci NQNHVtd L0f 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 littp://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwtDgvYYII142vJvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products 'FL# Model Number or Name Description 389.1 Bertha'HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non•HVHZ -Dnv 15.086 bottom)for storm protection Limits of Use Installation Instructions ! Approved for use In HVHZ:No 1`1.38a R8 Il a.S.&a.tNC. I)tiVd<;.t5-D G.nc:r Approved for use outside HVHZ:Yes Verified By:American Test tab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level'D'.Max span Is 12'-7'for 35 psf positive 1.iE2 RB t•F A.5.5 A.tM1! � .�'?..t?RVjG t5-nfiF;.nt'.f ASD toad and 13'-0"for 35 psf negative ASD load Ute HV3 blade w/o Created by Independent Third Party:Yes window biade,5'-2'for 110 psf ASD load for HV3 blade w/o window blade j and 8'-11'for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working ' I in unison.Max.span for HV3 blade w/o window blade for Installations Into I Metal Stud walls,.Is-79"for max.ASD pressure rating of+72,-72 and 84' 'for+64,-64 esf.See sheet S for other spans and ASD pressures. BerthaHV Accortlion Shutter-glade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Dnv 15.085 bottom)for storm protection _ Limits of Use Installation Instructions Approved for use In HVHZ:No Fl,3Q2_RQ it A.S.S.A,INC. DRtVG.15-085.odf { Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. j 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 F1..38:> R8 AE A.5,4.P.,INC. t=F,R. DRUJ(,.15-r76S rt+f,.g�tf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0'for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.r,for metals stud mountings and 8'.0" for 110 p.s.f.for HVL and HVIA working In unison.See sheets 7,11 and l20 respectively of installation drawin s for other spans and pressures. 389.3 BerUta HV Attordion Shutter-COMBO• Extruded aluminum Interlocking blades retained by tracks(top and (NOn•HVH2)-Dnv 15.084 bottom)for storm protection Limits of Usti Installation Instructions Approved for use In HVHZ:No N,369 R6 ID A.S.S.A.INC. ORWG.15.084.rutf Approved for use outside HVHZi Yes Verified By:American Test Lab or South Florida Inc. Impact Resistant(Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile,Max.16'-0'span at 30 p.s.f ASD load for Blade 1 Ft 388 110 AF A S 9 A.INP PFR DR'V(•t"•n9a nsf and 18'-0'for Blade 2.See schedules on sheet 12,2S and 28 Created by Independent Third Patty:Yes respectively Contact US::1940 Horth Monroe Street.Tallahassee Fl,32399 Phone:850-467-W4 The State of Florida K an AA/EEO employer.Copyright 2007.7013 State of Ffgtlda.::Privacy Statement::Accessibility Smtownt:;Refund Statement - Under Florida law,email addresses are.Public records.if you do not want your a-mall address released In response to.a public records request,do not send electronic mail to this entlty-Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1393.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S,must provlde the Department with an email address If they havo one.The emans provided may be used for official communication with the licensee,However email addresses arepublic 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 DgM. PmduCt Approval Aeaepttu ,wFF M ,ecurit�•�ti!Rua http://www.floridabuilding.org/pr/pr _app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.SUM 1R11LOLNGNCW THIS ACCORDION SHUTTER U TERS TStEA SHOWNTIMM N 11413 HOT BE EVALUATION AT HK51 LAOUVELOC(RED.)S6 �FLED FOR COMPLIANCE OI ACCINtOtNCE M TN THE 2014(5th EDITION)OF THE FLORIDA DESIGN WIND LOADS SHALL BE MTERMHED AS PER 5E.IMN 162D OF THE ABOVE MENRDNED CODE,FOR A BASK:TMD SPEED REOURED BY THE JURIM CDCN WHERE SNORER MMI. TABLE OF CONTENTS BE INSTALLED WITH A DIRECDOtO1RY FACTOR Kd.Da',USING ASIDE 7-10 AND SCOL NOT OMC®THE MAXVUN(ASD.)DOW PRSMRE R DIGS O.D}CATED ON SHEETS 11 THRU 15,10&20. IN DRIER TO VERIFY THE ABOVE CONMTIOK ULTIMATE DESIGN WIND LOADS DETIRLWO PER ASCE 7-10 SNAIL BE TV= REDUCED TO ASD.DESIGN WOW LOADS AREA•1: FIV BLADES(D 6C BY IM7pU1NG THEM BY 66 IN ODERTO CAINARE THESE W/MAX(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEENS 11 THRU 15,19&20. GENERAL NOTES SWEET 1 IN ORDER TO V80FY THAT COMPONENTS AND ANCHORS ON THIS PLED:,AS TERM WERE"Or OVER STRESSED.A 33 X INCRIEkSE IN ALLOWABLE STRESS FOR WIRD LOADS WAS IM USED IN THEIR SYSTEM COMPONFMS 1-20 SENNET 2 AHALYSM HOWEVER.A WIND DURATION FACTOR 00.1.60 WAS USED FOR YEROFMIITION OF FASTENERS DF MOOD, SYSTEIF COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER S=OS ADEQUACY FOR WIND Mie LARGE MISM IMPACT LOM WAS BEEN VERIFIED IN ACCAROMiCE WITH SECDON 1609.1.2 OF THE ABOVE MEN'DONEO CODE AS PER TYPICAL SHUTTER ASSDABLY 38-it AIL IMPORTS, TYPICAL 4 TYPICAL WINDOW BLADE&W13DOW DETAIL -HI BADE 0' }021 401-0 3.#a715.01-03.#1004At-05.#1214.01-05.(0317.02-06./0608.01-10 AND#0210.01-11 AS PER TAS-201.TAS-202 AND TAS-203 PROTOCOLS MJ ASTM E=1866 AREA - HV B n AND HV 1NiNDOW BEAETF iQ AND E-1986 STANDARDS(MISSILE LLYn.D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAS 201.203&203 PROTOCOLS LARGE M=ILL !WHERE APPLICABLE -IN WHOM BADE 6 1050501-08 AS PER ASTM E-1886 AND E-1996(MMIE LEVO.0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND#072SAI-M AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOOKS SHEET 5 INSTALLATION DEEMS A-F.CONORETE/BLOCK SHEET 6 2.HV BADE0 AND W 111NDOW BADE 0 ARE DICENEERM TO WORK IN UNISON WITH EACH OTHER UNDER THE LRTNERAL LUTEATIONS AND CONDITIONS OF USE INDICAM ON SHEET 18 INSTALLATION DETAILS G-k,CDNCRETE/BLOCK SHEEN 7 3.BERTHA H.V.ACCORDION POS(W SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 114x2.75'AND 114:1.75'R^ESPEC11VE1.Y,410-M MINIMUM SMES CENTEE6AIE DETAILS W SHEET 8 STAINLESS'SENT SCREWS WITH 135.0 W YIELD STRENGTH AND 180 W TENSILE STREMML PTS STALL.IE COATED WITH BERTHA W CA:ROSHIELD COATING SYSTEM AS M4NFACTURm BY APPROVED MnERMATE ALTERCATING GUMS HV SHEET 9 COATING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST WAR THE W MARKiNG'OH THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS-SHALL BE AUIIOMIM ASSOC.WPO7 ALLOY AND TEWPM AS INOICATED ON STEER 2 AVD 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30:0 ici AAO 35.7 W FOR END CONNECTION DETAILS 1-6.CONCRETr18LOCK SHEET 10 6005-TS ALLOY. WCOMUM SPAN TABLES SHEET T 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHT..ET 12 S.ALL.SCREWS TO W STAINLESS STEEL 364 OR 316 AS SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER qN 50016 WITH 50 k0 MIN.YIELD STRENGTH AND 90 kel MIN.TENSILE STRENGTH. ANCHOR SCHEDULE-CGN-IE&BLOCK SHEET 13 AND SILL COMPLY W/ROMA BULDIIP CODE SECTION 241133.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASNM A-307 GALVARREO STEEL OR ASI 304 OR 310 SSUES STAINLESS STEEL WITH 35 W MTKUUM YIELD STRMML ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEO7 ICAY10S:W BLADE(D 12.13,14.15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 W MADE 0&Q WOhMHG IN wasoM: 12.13&15 INSTALLATION DETAILS S-X,WOW SHAT 17 B.146 BERM N.V.ACCORDION SHUTTER SYSTEM BEARS A U.S.PATENT#6.77s,58T.COMPONENTS OF THIS APPWJAL ARE COA%0,OF WHOLE OR IN PART BY U.S.PATENT#5458.179 ISSUED TO EASTERN END CONNECTION GETATS 7-.12&X;WOOD SHEET 18 MEM SUPPLY.INC. 9.T SMALL BE TE RWONSUILETY OF THE CON07ACTDR TO VERIFY THE SOUNDNESS OF THE SIRUCIURE WHERE SHUTTER IS TO BE ATTACHED TO I SURE PROPER ANCHORAGE OCHTRACTCR 10 SEA/CWIK AREA 3: FAY WINB enF �ONLY DOW ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FAST004 IN C0.YTN000S CONTWr WITH THE BUILDUVG TO PREVENT MMD/TNN NIRUS,ON. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEVEL PERMANENT L48M IN A V6181E PACE WITH WA MG NOTE DURING PERIODS OF IiURRIaANE WANING$HONE OWNER.TDURT.OR OTHERS,MUST PROPERLY CLAP ALL.W AND NO C04EF AIS AND ENGAGE OR LOCM ALL W 00 R D Lori. AREA 4: HV WINDOW BLADE IRON Y 11.SWITIER MMNUFACTURWS LABEL SCOL BE LOCATED CN A READILY V03a LOCATXNN AT ACCORMON S UTTIER IN ACCORCIINM WITH SECTION 1710.6.3 OF FLORIDA BILL=ING CODE ONE LASS-SHALL BE INSTALLATION DETAILS.METAL STUD WALLS SHEET 20 PLAID FCR EVERY OPENING.vaiu s-.TO COMPLY WITH sECRON 1710.8.2 of THE FLORIDA BUILDING CODE 12.BERTHA N.V.ACCORDION SHUTTER SYSTEWS INSTALLATION SIAL COMPLY WITH SPECS INDICATED IN THIS DRAW04 PLUS AMY BUILDING MND ZONING REGULATIONS PROVIDED EB THE JURISOI=ON WHERE PERMIT IS WILED To. '23.(I)THIS P.E.D.PREPARED BY THS OMEM 6 GENERIC NO DOES NOT PROVIDE MUMATION FDR A SME SPECFX:PROJECT;i.e.WHERE THE SITE COMMONS DEVIATE FROM THE P.ED. �CO7r1�OS TO DEE RESPONSIBLE S ,DETAILM ON THIS DOCUMENT. PUS-ANDINSTALLATION�N � � THIS PRODUCT.BASED ON 7146 PZD..PRMWED HIVSHE 806 NDT DEVIATE FROM THIS DRAWING SHALI. ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WILL BE CONSIDERED MWAUD IF ALTERED BY ANY MEANS. (d)SDE SPECIFIC PROJECTS S{NL BE PREPARED Be A FLORIDA REGISTERED ENGINEER OR ARCHITECT WMXH MLL BECOME THE OCKMR W RECORD(FOJQ FOR THE PROJECT AND W4D WLL BE RESPCNABLE FOR THE PROPER USE OF THE PLED.ENGINEER OF RECORD,ACTING AS A DEIE••ATED ENGINEER TO THE PLED.ENG*M SWILL SUBMIT TO TILS ATTER TWE SITE SPECIFIC DRARJKS FOR REVIEW. BUILDING �Y�lwMv� (c]OMNAL P.ED.SHALL BEAR THE DATE ARD OMVXA.SEAL AND SKw`1ATURE OF THE PROFESSIONAL ENSNUR OF RECORD THAT PREPARED R. FlORiDA SUIWIMG DE(HITT Sigh'Velocity Hurricane Zone "o,X•E R A.j/ fel, 0 2015 FASTERON META.SUPPLY.INC. �P �1Cf1p`�/v% BERTHA HVw D ■IT�LTE O FlIC. ■ ■ ■ Accordion Shutter System KV.RADE#1 W/OR W/0 FLK 1WWOW BADE �,.[l:J l-�• ° ATnBf{CATT $FI{RI'18F SystemsMwi vmmTno" CTE GRAIIR DY: ALL 33Jl�A :TFC TICCIT TESTING&ENGINEERING COMPANY ���•. 4/13/75 tE F IIF.-.'• CLAS'Rx zm a.S 3M wwu M:R&=1LCRW 33151 -iA Association, Inc. I OLD 11-192 4/13/Is OMC' -ZP )D' ^r=�`� Pna,e:(30MI-1530.Fa,:(305)871-1531 4268 Westroods Drive 2 OFYAWING Noa-moO�T,boo710 tc«n West Palm Beach, FT. 33407 3 s 15=085 L ENG A� WALTER A TKUT Jr.PX < P.E. SEAMY L URE/DATE amok L�-#"in 5 SHEET 1 OF 20 y� 3•1 M smell d!M ��� o � etst• S .04 `� �, 4.37 L +• a,eSY 4.949• 3�HV UNIVERSAL FLOATER 5 HV 90-118(r STARTER COVERED UNDER US PATENT I9 5458179 OUALIFIED FOR USE W/HV BLADE(D ®�Q�� HV BLADE 1 1gA HV WINDOW BLADE• 6005-75 ALLOY AND TEMPER QUAUFIED FOR USE W HV 6063-T6 ALLAY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 BLADE 11) . ® 3.500' 6063-T6 ALLOY At TEMPER 114 6063-T6 ALLOY AND TEMPER .. '�• `' 2b70• •� 670' ?228• 3.552228* .994• 1. or a 72 ( T; 7T •. O - _ 4�09r A15' A92' Omz' i.. _ _gmosZ 7 HV ADJ. ADAPTER W UE `. __•� 1.375' +�`1iV 8 HV WALK—OYER TRACK�7 6 DJ DEQ ea-Foa 9O Hy TRENCHTRACK RACK s5• 60G3-i6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/kN ,/'�(' 6063-T6 ALLOT 'TEMPER ONLY. V HV RAINGUARD ER Td 1HY t9� 6063-T6 ALLAY AND TEMPER OUAUFlED FOR U$E W/HV 5063-T6 ALLOY AND TEMPER BLADE/'I 1.915• 1.916• 6063-T6 ALLOY D TEMPER ' _.W J' .043• '+>I- 870 .043"W 670 350 11 HEADER HV CEILING HEADER _ 1®HD CEILING HEADER/SI4! Q [RED FOR USE W/ HV BLADE T ONLY, OUALIFlE DOF60RTU ai w0 D T�EuDPkPt ONLY QUALIFIED FOR USE wJ HV BLADE(D 14 HD WALL HEADER/STILI SEE SECTIONS FOR VALID SEF. SECTIONS FOR VAUDDY. QUALIFIED FOR USE W/FN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE Q ONLY. 6063-T6 ALLOY AND TEMPER I COMPONENT A 6 Ti T2 - X Y t X Y MNI i' 1' ' 2" Z• �0.125' z' s•Mvll 1/6- 1J6• r ; s" ba9o• 2• 5•MAX�0.192- 0.192• 1�SIDE ANGLES — `— CORNER POSTS OUun19 EO FOR USE W/KV ALUMINUM ANGLES 7-V 7-UAXJO.196" 0.190• BLADE Q . f { BLADE 1 6063-T6 ALLOY AND TEMPER 6063-i6 ALLOY ANO TEMPER ® t Z' 5•wy-i 0.139' 0,131 6063-TS ALLOY AND.TEMPER 110RiDA BUILDING CODE(Non High Velocity Hurricane Zone TI( T'�i,, 0 2015 EASTERN PETAL SUPPLY,INC. ER HA HVTM Accordion Shutter SystemL1OCN sS A. KV. BLADE g1 W/OR W/0 FLY.WINDOW MAX TItlJT TESTING& ENGINEERING COMPANY American Shulter Sysfems caa3+n06 DAIS DRA4N 9r- Nz �? A530°OIOHOBI Inc. t Din 11-192 4J13/IS WL: 4/13/15 STATE OF s 615 rt r,sin 54 fi4 3>S.YAca w c•a0 s.rtOPnA sal _ P!on•:(305}67:-1530.Fo:(x5)671-1531 4268 Westroods Drive 2 FCORlO ''�C�� 03-0,6719 m West Palm Beach, FL 33407 3 DRAWING No ��':•, • + m-0006719 .t p SI IV F1�•�•\\•�Y,+ M.TFR A TBIR Jr.PE 4 1 S�UUS P.E. S�4'14 &IGM15'o�E/OAiE �aA L;4.1 44167 3 SHEET 6 2 OF 20 4_. D. 4.5761 P-7mtJ• t�'-70 CAST 45 t°3J1' 1EA0 /Iov=Yr°Ma 1/4•-10 J• .745' o t S.SYS SAM PEND) 1FPSiDm� C!S? •_ 4a •S I.f y u t vx' }I t ° L g la 318 6 Left=Ctleoof .ORItS cruaR ♦ .__ ".ts4•� ( € .,q &IVIS(OnD4 (C+OKKiC P.AD� ° I.J25 HV EGRESS LOCK WALIFlEO 1 E 1 &®oNLY HV FLOATING.CENTE�@� IED FOR USE W/ 1N BLAOE 1 & 1 ONLY ° au OUALIFlEO OR USE W/HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER 1 BLADE 7 & ONLY. SLADEd&(9 ONLY. 6065-T6 ALLOY AND TEMPE 0 AUFIED FOR USE W/HV BLADE 1 ONLY •C`D- ,18• 6003-T6 ALLOTAND TLMPCR PLASTIC HEAD 1,756- MOLDED TO 4,045' SCREW •L079' 175J' - ©.,-.. .' W'AFTER RNEnNG oe• n 1/4"�-20 x 3/4" eElvae RWETM y� + 1/4"8-20 RWNUF* 5,,�. THUMBSCREW *SERIES 9N4 A)JW*W4(2024-T3 A10Yj LAR4T nA%r Wal LF SICET MITSM.FART#QM AS YMiVF�C-,URa)DY A%= I--x�---4 Cw1w TEND".PAIwmre.NEM JOLSCY OTOS•OR COWL w�T ~ FRM ELEVADW -T" LOCK CENV RMATE 4 " �_ HV "T" LOCK HV ALTERNATIVE .00K LOCKER FOR "T" LOCK GENTERMATE OUALIFIED.FOR USE W/IN BLADE 1)ONLY �Z� HV FEMALE "T LOCK CENTERMATE 6063-16 ALL AND TEMPEROUALIAED FOR USE QUAURED FO USE W HV (D FOR USE W/ HV BLADEONLY QUALIFIED FOR USE W/W BLADE HONEY W/HV BLADE�1 ONLY. 81 ADZ�1 ONLY. GD63-T6 ALLOY AND TEMPER 6063--T6 ALLOY AND TEMPE�B{-J 1.91 t.9IY 3.161 tlF— o. �+ D -TNUYBNIW 0 _ CYLINDER D R .214' .003 .062'.� rZ, ' DAY Ll'IOiOR _._• .214' 545- '• �� r 0.675'V:n. A QO 1.125'Moi HD CENTERMATE W/ NO QUALIFIED FOR USE WICKING W/W BLADE t &QA) QUALIFIED FOR USE W/HV BLADE 1 & / c O m 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER . S ( o MARES.1Y NAI• QUALIFIED FOR USEwJ W BLADEf1 & 106 '^ law 6063-16 ALLOY HND TEMPER _t/KR0.n s� ,r/6'4-le ti/2• I f THUYU N A Off DEIALSI �. DO OR N2�� Y ... CYLINDUt __ 315' ........._. 1 4.n � `� M 1.78 Nos. �-,L ® FHD LOCK L 375"ED FOR UQQ g HV 3/8"0-16 ACETAL `3, HV 114 -20 AISI 304 DI'REGENT HARDWARE MOROSE LOCKS SERIES 2333 NOOK DOLT LOCK. ,,rr�� 6063-T6 ALLOY AND TCMPER SERIES S.S. THUMBSCREWS OUAUFIED FOR USE W/HV BLADE 7O& Q rf�LKSTALLATION WILL REWIRE A 7/16'HOLE 1 q BLADE QUALIFIED FOR USE W/1N BLADE 1Q FLDRID�L BUILDING CDDE(Non High Velocity Hurricane Zone DTSILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F 1 Y CNV, `•, If 1 .®2015 EASIERN META:.SUPPLY,INC. .��ENSF' BERTHA H VTM /770ECO 1N�. A■S.S■A. Accordion Shutter System KV.11AX#1 W/OR W/0 KV.WANDON BADE �= Arnedcon Shutter Systems N, VESCP•+7011 DATE DRASN�: uL •l c k+;. TIWT TESTING& ENGINEERING COMPANY S W� 268 Wistlon. Inc. t OLD'11-192 4/13/16 DA1G 4/13/15 5 A'•. P r$ T,353 Ic" :(5)M..xz r.2 F.rCX5),rtnROA all 9268 WasVoods Drive r' ..... - ma+e:ises)371-T53o.cm:(3os}871-1as1 ORAWTNG No .'y.AF57•• ��� � a-inaED 00 8o::ott9 xom 'Ness Palm Beach, FL 33907 3 15-085 AAAAASlOINA14pu WALTIM A RuT a,.P.E. n ORLN Mo,1.4167 5 StiEET P.F.. SEAL/SIGNATURE/DATE 1 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/aEl HV 1Q HV �A k12CE 41 Q1 HV BLADE 1 ! BLADE ? 1 ® HV BLADE 1 A ,i N+vn now IAADE asxs asxs .osr �' 't BtraES ,,11175• Y ® HV LONG RECESSED NYLON BUSHINGI —��x n KN"LE / .0625 'F a �I (TYP) 0.062 ® HV SHORT RECESSED NYLON BUSHING V j ® HV NYLON HAT WASHER (D)OR �y .n ; T FnRtaH R`'7 4� HV WHEEL CARRIAGE AISI 302-303 SERIES f/02 750' X 0.870'x3/16'THICK NYLON WHEEL 3 I nj 2 71w mu M'vnnvOxr 0.188"9 AS 302 SERIES S.S. RIVETS ' 315'8SEPARAnON CLEM BEMVEN .0625' Af25' 3.7500' © HV 1 3/4•ACCORDION PIN W/ #8.HEAD * EXTERIOR f a0 oP GS 5 514 s�zryN,r_-y 7 ® HV 2 3/4"ACCORDION PIN W/58 HEAD 'k •I 41 47�' o '`� •� +2 1/L b�4 POLYCARBONATE IMPACT RESISTANT HV WINDOW g 'i' I�+ 'TYPICAL HV WINDOW BLADE 1f1AAND i ©OR Q� j a or ® Na.s POLY BQNATE HV WINDOW DETAIL ® REOUIREMENri50R) i j ? (DOR® I *POLYCARBONATE IMPACT RFSISTANT HV WINDOW BAYER VAKROLON 3103 POLYCARBONATE S I 12'UX CLO V Ct RESINS, UV-STABILIZED GRADE OR SABIC * Y I To BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN ! �OR j (SEE NOTE "F' ON SHEET 19). o � I (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR tywo •N� i i BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR j ® I EXTERIOR POLYCAR80MATE SOURCES FOR 19 HV®BLADE. TYPICAL SHUTTER ASSEMBLY � isv n 1°"u _ N..5. HY PIN .RAT (2) (2) HV PIN (D MAY BE USED IN UEU OF®AND ONLY AT etAOE's K utKIO aeaeu EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D P03x+ I 5va:vK awa0r Ami ' PAU m/Yr BLADE WHEN CORRESPONDING TO INSTALLATION '17 (SEE NOTE*FOR am 000 SHEET 7. a4 REOUIREVENTS) Ymaaru - d t r t 1osrt mo aw cm ulY ma iA00 P+ 9,5w P..t (3).HV PIN J@ OR @ W 1/2' O.D. 1/16' THICK S.S. WASHER TrP 0 I !I a— ss00°�` t1sJ0"I. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Who SHEET ® �(�LttL ?�1 �am Asp= ie"-nA, 17"?at 4" � V EEL CARRIAGE DETAIL MEMBLY LAYOUT � �Pan c-1 crs e 1 o,� liar rxTlRl nN elm I°IO T MOT svu a» 1IT5°L'11tO N NT6i. M^Y°f° 1102 PAS ENG P— (i) HV BLADE SOLID (& HV WINDOW BLADE DETAILS > � G°'�'� °"°°�` FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ..��...A:T%�lil���� _ ®2BERTHA HVTM016 EASTERN VUAL SUPPLY, r E-- A�sf���� Accordion Shutter System 1L E C O L,!LC. KV.BADE g1 W/OR W/O IiV.WINDOW BASE American Shutter SystamsMv.14 OMMMON w1C Q,, ,Err, „L TILUT TESTING&ENGINEERING COMPANY `n OF am KK n- ,s, ,LOR"J76 Association. Inc. , an 11-192 /111/L5 ME 4/13/15 D,M- 19ene 305)871-1530,F..(305)671-1531 4266 Westroods Drive 2 F'.•DRID a-mot wr<oo°osan DRAWING No 4,�+ X4"�.�� m-ows7ls West Palm Beach, Fl. 33407 3 ONAL EOG " wuR�f wbi s 15—D85 P.E. 9611 1;A%RE/DATE ° SHEET OF 20 a *NOTES ON HV LOCKS AND CENTERMATES: A O C O •�a tl N 5 T U �i�,�17"lY •�Ax( •(1 � 1.LWIa.ATDRY covomw ONE HV LOCK®or @ SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN EL 1Y%HV OR BL•,l� w g2W BHUrrM SPAN FOR E USED AS AN INSIDE OR OVMOE LOANS UP To CK,ATCPCHEAND FOR D To OR 4g� OR 12'A FN LOCK I�j+ I:ENfERL1ATE5 W/(2) 1/4 P-20 x 1/2'L014G FIAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INOMATED ON TYPICAL SHUTTER ATION. O�Oa2. J11 IF DESIRED,FOR BETTER PEWORMANCE OR FOR SECURITY PURPOSES.UP TO TWO FN LOCKS qq OR KS SHALL BE AS q MAY B USED NOTAS E AN IN DQE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIEIWAIES f LOG ON OF LOCKS SHALL BE AS INDICATED ON 7YPICAL SHUM ELEVATION. _ 3.OPTIMAL DONDUM#2 U40 ON'Y WHEN IJ64MM=CONDITION 1 OR LIMED MANDKRM coNpippiq /2 IS UM w/ LOCKS}:LOCIONG RODS ME NOT REQUIRED AT�(1UR18CANE POSITION,BUT MAY TWO HIM,BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOCKING RODS(�OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4,nmwpw COMMON A AND INSTALLATIONS AT ANY ELEVATION.HSV LOCK ®�SHALL BE USED AS AN OUTSIDE OR INSIDE TOM.BE USED AT OORNM CENTERMAM FOR ANY ATTACHED TO coRNER CEitfER w/(2) 1/ a-K :1/2•LONG FIAT HEAD ss.us.TWD LOcmG Roos AT TOP h BD SHALL E)E USED.LOCATION OF LOCK SNNLL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. kkk I-�JII4 - p }I MA)OMUU SHUTTER SPAN SHALL BE DEfERLUNED AS PER SCHEDULES SHOWN ON SHEET 12- MnMflMMMwx } Ting 5• � 'iba 33 •DNE ALTERNATE HV LOCK MAY BE IN LIEU OF HV LOCA or FOR ANf SPAN AW ¢Q, t� INSTA.IATIONS AT APLMWMNY M"ATION. ERNATE LOCK MAY BE USED AS ANUDE OR OUTSIDE LOCK.ATTACHMENT $ � �� OF 1/4'6-20.3/4'S.S.THUMBSCREW TO 0 OR @ CENFERANTPSS SMALL BE MAO-W/1/40-20!3/4'ALUM. tJ�� RNFNT AS SHOWN ON SECTION WE,SHEET S.ONE LOCK SIWl 8E USED AT 1/2OF SLNRER SPAN OR TWD LOCKS AT 1/3 OF SHUTTER SPAN. - 1010, 8,1JAkrtaTTNlP CONDITION iS FOR KEYSME Nullwl LNsiulaTmuce ONE FN LOCK(�or or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR OR 12'AWMW' CO BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP ( TO 98'.AND FOR INSTALL mns AT ANY EILwtow FN LOCK @ or®or 0 NAY BE USED AS AN*ME OR I I r-A OUMDE LOCK.ATTACHED TO L5 Air®SYMMETRICAL'CENTERMATES W/(2)1/4'-2O x 1/2'LONG FLAT HEAD SCS SEI END _ MS.LOCATION OF LOCK SHALL-BE AS INDICATED ON TYPICAL SHUTTER ELEVATION.USE OF LOCKING RODS 0 W/ CONNcCT10N 1 OR Q�TOP AND BOTTOM IS COMPLETELY MANDATORY. OETARS ON D r C N 1 J K L Y Vol', SHEETS 10& 18 TYP.EtAL II *NOTES ON HV "T" LOCKS AND CENTERMATES: SCK' OF CORNER i CENTERMATE ONE ALTERNATE HV'T'LOCK 1j MAY BE 1 ALLm IN UEU OF FN TACKS OR 0..9 FOR ANY SPAN AND m�m®•U7 o^®m10• Ara I TM1ATI0 AT ANY ELEVA "j AL TE LOCK LVL,BE USED AS A0N I�CiIDE OR OUTSIDE LOCK ATTACKOIT OF LOCK INCLUDES USING RQNFORCWG qJ,AS 414WN ON SEMON FNS.SHEET 9,WHICH MUST BE 10+ aclJ•.'V Ll•®°" ..-_..__.. CONNECTED TO COCERNIATES @ AND®W/ 1/4'6-20 x 1 1/2'LONG SS THREADED BOLT W/7/8'0 x 3/32' (�"� WMGNUr OR W1 1/4'6-20x1'SS.M.S,INTO A 1/4-ft 5/8'RNNUT.LOCK MAY BE INS MLED AT WDSPAN OR 12' l:J'�' i�m©• 7O'�s' MAXUUM ABDVEE AND BELOW MOSPAN.USE OF TWO LOCKING RODS @ TOP AND EGFOM IS MANDATORY. 1.HD LOCKf311 OR 3 f/CM.ONE ATERHATE HO LOCK&MAeYGB�E, USED M UEU OF ICAL 1 HV BLADE SHUTTER ELEVATION HV LOOKS OR NY rOR ASPAN AND INSTALLATIONS AT myEmATION.ALTERNATE.HD LOCK'Y9 MAY BE USED AS AN INSIDE OR DLB LOM ATTACWENT OF FID LOCK 0 TO 6 W/3/8 x 3/8'M SS.MS.,AND INCLUDES RENFORCEMENT INSERT' AS SHOWN 04 SECTIONS HDB-HVa A.- IM SIITTT IM LOCK MAY BE INSTALLED AT WDSPAN OR 12'"NUM BELOW OR ABOVE WDSPAN.USE OF Loom RODS @ IS COIPLL7ELY OPTIONAL FLORIDA BUILDING ME on High elocit), urr cane ne A. 4'i.2015 D&STERN METAL SUPPLY.INC. ✓= BERTHA HVTu` ��c= 9 z- Accordion Shutter System IL E C O iM,. A.S.S.A. KY.RAM#1 W/CR W/O H.V.MMM BADE American Shutter Sy3temsoLsemol VATS CRANK ft. L YTILLIT TESTING&ENGINEERING COMPANY y TP OF ;'�� Em KY.Jda r s ora or 3W,V91RDUM rum33W Association, Inc. 1 OLD 11-192 470/15 oar: 4/13/15 F:—:(305)871-1510.Fac:(JO$}BTI-1511 4268 Westroads Drive 2 M,0„1-- West Paim Beoch• FL 33407 3 DRAWING No SIONAL�� �``�� oALTER A.TAUT1dc PE 4 15-085 SHEET P.E. SEA��V0flWRE/WE R D` /41� e 5 OF 20 CRETE ANCHORS 4- -7- LPOURED TE (SEE.SCHEDULE ON CPOUONCRETE TrFWPEO SHEET 13) 1/4'0-20.3/4'S.S. CONCRETE ANCHORS WACHINE SCREWS RE 011➢1fi1 CONCRETE ANCHORS 1©18 rtn a1C PAE w C'MeON stw Y) (Std SCHEDULE 0•V HUM 0.12'O.C. (SEE SCHEDULE ON SHEET 13) i' 1' IG0• NS' E C UMC 1/4' 20 20S�0 12'o.o.5�p ; \ 1 \�^OPTI 11 II OPOCNAIL 1 1 1 ONAL 1 OR �• E%6T7NC GULw'S I MIN.SEPARARDH TO CLAM 1 1 I T:.gar n 1qi T , 1 I —f—(sE[scHmw.E ION sn[Fr t 1)"—" EnSDi16 ' u/Oo01• I M.SEPAPAOON TO CLASS 1 f_(SM SCHEDULE ON SHEET It) 1 1 _...... . EmRaus-ti A A AL ©HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE E705nH0 � 1_..._...._ i NPH:SEPARATION TO OIASS 1 OR L"Y� NN.SEPARATION ro CUSS ' ' 1K�!(SEE SCHEDULE oN SHEET 1 f)- t a4v.a[a s� (SEE SC1iEDULE ON SHEET ft) It IIIc U ME 91eO'- v19Rr 10 lat �OPTIONAL CIE, ' - -1/4'um. E - � Nox. E. } f TEEM OR 1^4 I 1!•Y-20c3/4'SS.6_E PKWPS TRUSS HEAD 4'0-20.3/4'S.S.PfOWPS NACNINE Sf.REYS"Ot: CONC 2ETE AYG4OR5USS HEAD N,Y.RWE SCREWS A ANCHOR 1/4"-20 MRs o 12-O.C. --- 1--(`•EE SUL-DLION a!1/4"-20 mr.S o 12"O.C. V Y (SEE SCHECU E ON SHEET 13) ^Niu. POURED CONCRETE SHEET 13) POLLREO COHCREYE OR CONCRETE BLOC% OR COH'RETE ANCHORS RECUIRED WALL THEOUM D HY WALL SILL IN0 mdasETE�1 (S.T t�m°LE C14 OF HV WALL SILL INSTALLATION POUREDOR CONCRETE BLOCK WAU FM011IRED Q HV WALT. SILL INSTALLATION NOTE FOR C04RIMMON C SFCEM' INSTALLATION DETAILS W/ I-SEE SHEET 4 FOR TYPICAL SHUTTER •E D.m am DISTANCE ASSU&Y .SEE u1mA,1or1s DE USE 1T]H 0 HV BLADE 2DUMI -MNC SECTIOw CAN se OON.am (SEE SPECRICATIONS 011 SHEET 13) Mimi:©ON M Er 19 IN XW WAY TO SUR ANY 1U5UaA110N. NnuH11 FLORIDA BIJWNG CODE Hon High Velocity Hurricane Zane 02015 EASTERN METAL SUPPLY,INC. BERTHA HV Tu �+ S■S A■ Accordion Shutter System L E C O ■ A.S.S.A. F B.ADE#1 W/OR W/O)-LV,W INDOM BADE �:. {�� /� *= American Shutter Systems TIWT TESTING & ENGINEERING C04PANY OES11-1 N DATE MLA D-4 u.l. �.: SATE DF kms,, Association. Inc. , OLD 11-192 1113/1s'ave 4/t3/1s 0333 NX.JWh 2 S0�7CS.YJKutA COMMgR10G 110RW JSi Ph :(M)S71-15M.F..:(SOS}871-,511 4268 Westroods Drive 2 DRAWING No �cca+ ........NG e-a a• + West Palm Beach, EL 33407 s 5-085 /i7,,AA,DNAL1 1�fY719 0 WALTER A nwr Jr.P.E. 4 P.E. SEAL/���,N GE/DATE ins tx.s 44107 5 SHEET c 6 OF 20 POURED CONCRETE ANVIORS I 1 OR • tir 4RL 149R O 1 CONICRETE (SEE SCHMME ON SHLLI 13)REOULREO AMR a4ra OEE ® ETOm1:c 1. m aAa -+f a cam- ' ��' a I mrm'q t EDCE OF ;a SW t;, ,IN,nA1iJn1 aACrz Da g . —SIAS IT APiWJBtE E>PS�(NC� ALT ANCHOR l i i i i i E165TINC i Y 1 IA:AnON /1013/4•FTE](WASHER NEARAAB IF 11 1 eN I S J/e'�itm. TDt SCREWS O 12.O.C. 8 EDGE O I ]/e S CRETE LE O I I 6 7 I (sEE SCHEDULE ON SHEET 13) APPUGIFAE I t:� EDGE OF oasnNc F7% �—� 1. SUS IF GIRS+•--. SLAB ff f ' 1/2 t EDGE or APPLIGaLE I APPAB IF 4 am IF E -EO. 2 APvurte'FPOLMEOFLAT/ UCONCRETEJ . �J (SEE SOiEAeLE ON CONCREfE� foRS 'I EET 14) 11,TRt1AC QINO i POURED REOUIRED FtAT"LAD C6HCRETE ANUIORS 1 woama 1 OR _E o• E a SEE SCHEDULE ON SHEET 14) 11 ,TRENCH INSTALLATION I HV WALK OVER INSTALLATION Dawe PRESSKLY SUURERnu+c d FOR s ANS'PER HV CEILING INSTALLATION HV FLOpR INSTALLATION t SCHEDULE r3,$MEET 11 «— 1 -- -- (SCE SCUEDULE°" 1/4-0Iro UMM IkKM Wl1 I E%6TRTC—; Fxlsrcve rDabaoer CA 1/4-0 EJG.tt S GLASS _� -?Ca WM1Y'Or•KQ I,) - 1 LaI,S`1 IA9U{]6 TAi40t�A'a'JQ6 M/ I I Am"" 8m[ QF !OE• WIX. ,l yJ1 i i i 1 ; P 0G FM SCI tAFM DVN I!.I 1 6'-O•up 70 C-O'Wtk 1PRT i�' I�StPa(.E NcfE h_14� 1/2- 8 3 rn Q a+ wIA4HFao )'u' 3fe lax. SCREWS 0 o 0,2•D.C. 8- s ,. •:. ...�..:-,.. �'� /1{13/4• NEl(♦',FJD�)i I r I I •`- TEK SCREWS O 9.0.C. - - .O /14.3/4. D.S.S _ _ , 4• . CONCRETE ANCHORS 6 7 i ; �'••"• •s:$' '. ;•• t/aY-Se NNS OR 1/4*=O S.S.M.S. ; 1 O 9.O.C --= W1. Y. o u'QM w/Nur o s•O,C. I ( 14sCH�DULE ON 1 ' Nom STROCUK ----- I 17 w 18 4 I� ® � '. i.000iAiN t 11E EOGE or •.•'•.1•,. 1.1r3/a-FJL$DS. 11TH. JJ '�.rt o 9 0.C. 1 7J8• ,1/B• APPLJC4V CONCRETE ANCHORS N°1E 13(b) SiE 1107E 13 b E D POURED CONCRETE (S�SRTEWiE ON On SHEET 1 Poum CONCRETE ON SHEET 7() �•-.~r.�•• .-`- _ CONCRETE DLOM' SiffET 14j •.'•.•...•• ,` RE=R(D aR CONCRETE 8E0.^f( OFDONAL / K HV WALL FLOOR INSTALLAIlON REDuu�O KEYSTONE MOUNTING INSTALLATION NiJtYA.L Sw DCSIGN.4V '-164,-Tt yaT eavCREtt © FtV Wj�� WALK—OVER INSTALLATION ,,,,,,A,,,9eu, pm e•-- 11EWiRED (2 HV RAINGUARD INSTALLATION t r FT,R C"- RATION of SECDORS: fi��E N BE L+oIF •E°.-EDGE m5ia10E I im s Hwr 4 FOR nrcx S wnn (SEE SPECIFICATIONS ON S1iEET 13) I�70 AN '''NE EXIT •5�WnADONS I,USz FOR ASSEIABLY OR ENTRANCE �^"©ON SHEET 18. INSTALLATION DETAILS WZ HHV BLADE 2-MOUNDNO SECTIONS CAN BE CDUBNM IN ANY WAY TO sur ANY INSTXA"ON. FLORIDA BUILDING CODE(lion High Velocity Hurricane Zone 0 201 s F/STER(uETAL%PPLe,mc. BEIRTHA HVTM �CENSF' ', S S A Accordion Shutter System y __;- ' 1 L E C O �.C. KY.�#,W/OR W/0 KV.WIN> N I&ADE American Shutter Systems Irv. O'sea>y„el Our wftm R,., TIWT TESTING&ENGINEERING COMPANY 4'•; - ATE OF � VMS NA Jens S%51.3.5.xeaNA WOOM rLOR°A 331Association, Inc. I OED 11-192 4/13/15 SOL, 4/13/15 Prue:(xs)sn-1530.Fm:(307)971-1531 4268 Westroads Drive 2 DRAWING No •�V"'F�`c .. ... C`,U\``z X717 West Palm Beoch, FL 33407 5-085 P,E. ;&'79W A1fURE/DATE naR'U`1 4`147 0 SHEET OF 20 SEE END MAILS ON SHEETS 10 A 18 1 `(- TALLATIONS W f 1 HV SEE AL1 a:r LIVLOC 0 ®,v LOCrSp d OUT salt IN /—E7GSrING GLASS * No AtrEStNATE IN IDOC®ON 91EEr S. DETAILS ON SH �It// BLADE W HV CENTERMATES �S'`a`WAX INS n�A��`a�A'1 COt1Er2v=APr7JUTKu Mi}I FIlFDE( @MGM®'O�® 1D•®« OR SEE END WALL CONNECTION 10•®«©•p0!©•p« D=NC CUSS ©•� ©«©• 70•p« -- -- I 2'a2•A7/E'A'-2 i ®•®«O'®"�'� 3 1/4• P ------ G 1/2• Y ( *S Arne AAL OPPOSING AeGLE w/(2)1/aa rAPca, 1/z• «®,.® SYMMETRYCA 7F aeras r0 Ca+ozcE I- CENTERMATES CE RMATES (roP/801Tail)h /io,3/a•sNs.o Tz• wN.SECLASS CN (.))1m1/z'sus.m rr[6E o,c rTn>_ W/ HVHV LDor�5 WL HV LOCK or ro GLASS AT ER41 ANGLG(ITP) I W « (SEE SCHEDULE C 5 " 35* I N �* 3 ON SHEET 11) —T . 11 1 -- -9k- -- - A 01 T' 1/2 O _ ©«®«©•07«®>lo,@ F0U T ®« * HVC « lo•p�®•p«©'©« HVA HVB p ®«6 O OPO'O O. 7 8 1D a« onsnr -CONCRO co+c>m as 6 7 a 6 *7 COrr7tElE moa wau 10•p�� p«a•@«--F--- RE I-- -MIG '@°a 1®'®°'®'®°' 5YMMETR_ ICAS IN v•�/-�'"��Q-®« ww.SERxunaN -._.._ 11 8 sm 4• 3«1®•p J .-ocU N /1 CEIVTER�MATES - ©.®«p.®a,O.®� T LE 5 - `'J W/ HV LOCK f2 oy SEE Sxtfr LI) NtN. GLASS TICN ro aAss «p• ON SHM 1) IN ) ----------- ------- — -------- L— — OUT —C�,�� 1 1 Araro2s o O.C. a O a ® y9O OUT Gyz IIA( stAat OUT {Of ) HVE HVE** HVD FLORA BUILDING CODE(Non High Velocity Hurricane Zane a�""'�'11p Tl(�r��i•, ®2015 EASIM LOU.sL PMY,INC. CEN /T✓�°� BERT--HA HVTM /T�UE�CO twc. A■S■S■A■ KvAa�E° rwj°Rn ohKw�lIwasvye anEm / r?'=,f= Amerlean Shutter Systems ,�,,a, ,ATE � a,,• ,,L T}; A _ TiLLR TESTING& ENGINEERING COMPANY STATE OF '� e:»s x.�.:ea sx,rs.Boa.tmurn e+Aaays.rtucri..i.» Assocraffon, Inc. , OLD I i-1S2 4/13/15 QW-' 4/T/15 %ip� Pt—.-(305)871-1530.F.:(305)871-1531 4268 Wastroads Drive 2 MEDRAWING No °1 Wt—Pa— West Palm Beach. FL 33407 3 EB-O715 15-085 hi,��<CS+S;I.•,....L•�� \�p WALTER A AWT.o-.P.E. P.E.�'�'C ATk.ittili'd�E/DATE f1D5O"Lk-)4.187 G SHEET 8 OF 20 ALTERNATE INS AL ON WAV "T" LOCK & HV MALE FE ALE "T" LOC CENTER A 8 9 OCK HV BLADE Ser E" COHKE'CODN amp ON SHM-M 10 a to — . INSTALLATION 10 HV BLADE OUT IN `�� W/ HD CENTERMATES u,»r Oswx ar+.n Ins.rl�wnu w siv.Y n, upiwm d ma HS X u rwuwc ar as enr n5 K T 6 7 8 1 5>�,wr¢Irts uur.lymon n[rw.Inc sagrx"TM 9Mrr._ SEE E?IO WALL CONMECTKRE E OMS DN SHEETS Eo a ta'I Imas-m�`w,". ©•®-®•®moi � 3 3 o ca•oaaPo.alr sMs� (aPrnwa7 ' (tPn1rIW L----------------------------------------- _._.__..________ _ <•N,onp•sxs m ns ! ,r ---- ar ran,araC fl'Rl cac rut u>tx. Q*HV T" IN (P4) v 'IN (4)KV. rom'am • 5 $I 3 LOCK (INSIDE) 1 ') a +•• wb f1YPJ IX L@ 11 - _ - 1 - - - - - ---' --------------- 5 1 2 29 1 1 3 OUT 31 0? 2 3 31 aa�? 31 as 3 31 oa® *2x r+aac 6 ro3 Ixi 2 1/4" 0-20 x 1 1/2" S.S.M.S. 35* (a1,or,W ®• = WJ 7/8"0 x 3/32•• WINGNUT, trranrwJ HD8—HVB OUT HQCSYMMETRIfAL HD CEN—H)(CATES 'r iaac on sr�s. T�0 NV "T" I-MK (OUTSIDE) SYMMETRICAL HD CENTERMATES V�/ LOCK (INTERIOR) HVG* W/ LOCK (E)CTEgiQg) Hm M ML0r)MACE PAf+G[txa b 7 8 1 rs wumKr W Wma o Hmrn Tprgd,PN6BRNf.hdP JFRStT ©•O•©-©•O.®- aos+at.[auu. 3 *sa vnsy MOmKmpsw@ioSaIX smro --•D * u av v nnaoe u.aflm i m a n r. wn.oi u axY,wxs u+lunn+a a,w a,ot0 HDD—HVD*k FLOATING STACK FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone R a. rL ®2015 EASIERN'Mg&SWMY,IC. ,.�`zti........,ter�•,,, `y>? ENs�':�9 BERTHA HVTM i- --� !L E C O�-.. AA S S A Accordion Shutter System ■ ■ ■ ■ KV.MAX$1 W/OR W/o KV.www MAX T1LLR TESTING t ENGINEERING COMPANY A1r19TICQn Shutter Systems _W Ors:awrlrr o.Tr aura ar: 1r.L TATE-0F 2� nss KV.3w, xs. S �, Assoclation. Inc. ; OLD 11-192 i/13I15 CAIS a/Is/15 r 90�•. Pn-w:(3ft)371-1330.r:(-03)871-1331 4266 Westroads Drive 2 D�EET A2O �c'•..,, •.•'\ o rm3:4teccoae West Palm Beach, FL 33407 3 +.SS�QNAL ` R471R A TBSIf1J.P.E +++ru 11` RCMk U,1 44167 s S P.E. SEIu f�I�CGE/DATE s PQUR£D CONCRETERED CQNCft<.'tE POURED CONCRM OR CONCRETE _, DR CONCRETE POURED CONCRETE OR OR CONCRETE BLOCK WALL REOUiRED MOCK WALL REOOJWED CONCRETE OUDCK WALL CLOCK WALL REOVIM REGUOZED DMVING GLASS DtISRNC GLASS W_� x Mpl ExtSTING GRASS tx11,CR£+E RtQH �,CaSTMG EXIS`S. aN S IAMT01 ( 1' — p 16.O.G 2' ML SEP*WICH MIN. AAArm 5]�Ei',.AEN� ,O O I' TTS!p�AS(SEE 1LL S*PAWL i t rOR wa(DAME � 1/76"x3-MAO. ON S,CEr 19 AOR , BIAEIDA�D rpt r E9A�DEffiAN3 t1 TOR 6JCC®AND (6063-76)CONT. 9A1>E`i0&® ! \ (Qk 1/7• 0H1A9W 19 FO (LocATE�i as�se roR AtuN.TZQSER + I E>tA�rsp& PUIE(EDCAIE t ` �`- AT ET SIDE ' I.}USC i"OR 2 MJX, ) � gyp) 1/2.•WN, i 1 ».�. (u'APPUCA&6)!AN=9'.4'-2- ... ow 170x,/2•SMS. ( ALLRT'NUM CL*P ANGLE 5.0.5,, ,6-Q.C. _-�_ ` C6063-78 gig"*AT,tiD7OEiOkOr o t6 O.c. 4 (1)110x1/2-S.I .To©e (2)1/4'0 TAPCONS ANCHORS To WALL AT V O.G(LOCATE AT SEE DCON x rob, OR E,iltER SIDE orp) 1 OR TCAFRiECR To CONN ON t OR 'SEF:CErAA.x rOR t OR TO 117ACKS ����«6 �« SEE RACOhNtxCl%}N 4 A�,�.Q•Q«e , .!�« SFFtE To rr r O•7-8 .�+.. o•0'«VC'.0-0.0-CTION to TRAccs }vol ®«Q�•Q «Q.�°' ..0« .0-0.0« -0.0•047.0.0«0 0 ©«o o 0o ©io-0-0-o-0a ®•�«® ®-o Q� �.®«(� a «©m« O 3 END CONNECTION D_E ALIL —4 END CONNECTION DETAIi 1�}, FND CONNECTION DETAIL Q 4 Rao,rM ONLY MR SPO,IS GREnttR twN Ix_O POURED CONCREr6 OR C)aMG 4 /''' CONORM GLOCK WALL iaU ..__...—C. REWIRED __ .S 4 SNIG CLASS ------------ SM. --------•- -- —� �1 tjz S. �I,Y%� y_ -_-.__...—_ y Twp CLASS(57E O WAWON 76• .C.- Nal PARAIM(SMV t a _ -- -- --"-- --- oR V S OR til NWR B� CO, DAEMON 9EEr v J - - - ----- - GR �QRc� IV SE'II t9 Fs7? ANCHOR 0 _ __._-._. it RR SHEET 19 MR CONCREIC HADES a> 12.O.C. rj .fNom am 0 ~.7 OR t@ ANCHOR Q 4 N 6 O.C. 5OR OR OR 1 VIEW OiN. .- _•—•.-•r/ 2•tAN. EQ 1 OR .AICOr TON L HV BLADE QR I HV WINDOW BLADE INTO REQUIRED ©0 0-0.0 ®« ®®«G �-��« CONCRETE OR CONCRETE BLOCK WALL. FND GONNE�TIO�QETAIL O 0«®0«®'4�«Q ®END 'CONNECTION DET © FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 ZO75 EASTERN META.STJPPLT•INC. �. .711(rj �.,.,, BERT Ate! VTu \GEN` A, Accordion Shutter System /==Zo.c. ■ ■ ■ H.V.RADE#1 w/CR W/o H.v.WWW BAX TI[tfE iEST1NG d ENGINEERING COMPANY American Shutter Systems r N wrc DAM, B4 NL STATE Of am N.Y.TEs:.sem.s E GINE RING4AFMOFlMPA Y Association. Inc. , ot0,t-tsx VIa/,a DfiT 4/s3/ss ' T=ra+c:<3os3sn-tsa7.rm:(30S)67r-rs3, 4268 Westroods Drive 2 DRK*N1NG NO Q �w�o.0,of m West Palm Beach, FL 33407 719 3 15-0$5 WAVER AA TlUff-k.P s SH T 10 OF 20 P.E. tNJlA4l1RE/DATE ` SCHEDULE N1 SCHEDLIL &2 SCHEDULE R3 MAXIMUM SHUTTER SPAN 'L+•OR "L-" MAXIMUM SHUTTER SPAN* 'L+" .XILLUM SHUTTER SPM*'L+ QQ.FOR INSTALAT0,g/, lel. OR R (ft.)FOR R "L- (tt.) INSTALLAT10.YS T�7AnaN fFrrey -.C`19IFS: & INSTALLATIONS W/ llG. CONCRETE& W/ONE H.Y.LOCK or®or or WOOD (1)L+:UA70YUM ALLOWABLE SPAN FOR A GNEH �E�, $)W/-ONE HV LOCKS MNNSORY POSRNE A.S.D.DESIGN PRESSURE RATING. HD LOCK W/ NO LACKING RDDSor ONEHV LOCK or ar L YAK.ALLGWA6tE SP/N F1yR A GM1R.i NEGtiTT1�E KT �a, '5555 ORW/ NO LOCKING WALL A, B. C. D. E. M,N,O. P. 0• AS.D.DESIGN PRESSURE RATING. CENTERMATES @&®W/ONE HV W/NO LOCKI G RODS® ODS MOUNTING F. K& L R. S,&V. LOCK®W/TWO LOCKING RODS®TOP& (SEE NOTES t.t1l) (ALM FOR 11MI NO 6 (2)PROCEDURE TO DETERMINE NA70MUM SPAN FOR BOTTOM SEE NOTES t.1t SHUT 7) FLOOR/CEIUNG G. H, I. 11,J T.U. W&X WALL MOUNTINCS(TOP/DOTTOLI)OR FLOOR/CEIUNG; CONCRETE&WOOD IHSIAiL ANS 0 CONCRETE&55000 _ MOUNTING NAt� .-So.PC . ASA,DC%3- INSTALLATIONS & M GIVEN A POSNNE ASD.N `L+'PRESSURE FLUTING, ApI*3 Al M WALL NOUNIL4G iL00R/CDL7N0 • ' Imp FlAOItlC01aY,'YWMDaG DEtERY7NE MAXIMUM SPAN 1+"FROM SCHELUI£ fmuc a17st t MM4 A NEGATNE A.S.D.OESIGN PRESSURE RATING. YOUMWG OR (fry3) ffgJT 77.00R/CF1R.:INOtINTD+t: Ota 1 - Au.AOLVOM DETERNRS NAX7YUM SPAN *L-'FROM SCHEDULE. L 4 0-Q L- l+� L-(N l 4{4) L-IAT L B GJ t-{IO 0 mmuuM SHUTTER SPAN'L+"OR•1: FOR 30 OR 16'-0' td-0' Id-0' Id-O' 30 16'=0' 76'-0' b 16'-0' t6'-0' INSTALLATIONS L470 WOOD SNAIL BE UMNED TO FINAL LEMUUM ALLOWABLE SPAN IS EOUAL TO THE 35 14'-t0' FF-10' 15-2• 35 -1L-10 14-10 35 1d-2• 16'-10' 705 psf.hS.D.DESIGN PRESSURE RATING. �N91 JM D£TLRN7NED SPAN BETWEEN 1+'A A 40 13'-10• 13,-10^ 14'-2' IS'-2' d0 13'-10' IJ'-10• 40 It'-2' t5'-2' (3)PROCEDURE TO OT-TTRM71M N.WWM SPAN FOR 45 13'-1• 13'-1• 13•-4' 14'-3• 45 13'-1' 73'-1• 45 13'-4" 14'-3' 'r IN CORNER CENWJWATE 93 MAY BE USED AT J.L COMHWQWNS IN BETWEEN WAIL MOUNONOS 50 12'-Y 1Y-S' 12'-6' 1S'-7' S0 12'=8' 12'-5• 50 12'-J� 13'-I" MOUNTING INSTALLATIONS.LOCKING SPEGFKA770N5 W/FLOCR/CEILING MOUNTINGS: 55 11'-10' it'-10' S5 11'-t'- 71'-11• SHALL BE AS INDICATED ON MANDATORY CONDITION`2 FOR A CJU!POSi7TVE AS.D.DESIGN PRESSURE > 60 11'-4• 11'-4' 60 10'-2' f0'-11• NOTE+5,SHEET S. RATING: 65 f0'-10' 10'-70• 11'-1' 11'-11' 65 to'-10• 10'-10' 65 9'-5• t0'-1' DEfERYINE: 70 10'-6" 10•-6• 10'-9• 1t'-5' 70 10'-6' 10'-6• 70 W-9' 9-4• U+-MAXSM.SPAN FOP.WALL MOUNTING INSTALLATIONS. ION"s. 12+�NAK.SPAN FOR f100P�/CQt.ING MOUfN1IVG 75 t0'-1' i0'-1' 10'-4' 11'-1' 75 10'-1• 10'-Y75 - a'-s• t"f D=wr THAT VAXNUM SHUTTER SPAN 1+-OR INSTALLATIONS. 80 9'-70' 9'-1D" I0'-0' t0'-9• BO 9'-70' 9'-10' 2-'ARM U4XMLOA AS D.DIESM KOSSIRE RATING FOR FOR A GYFN NEGATNE A.S.D.DESIGN PRESSURE 85 9'-6• 9'-6' 9•-9• 10•-5• a5 W-6• 9'-6' ItSULLATItt15 INTO CONLREtE OR C0B1CRETE CLOCK RATING; 90 9'-3' S.-3• 9'-5' 10'-1' _ 90 9•-J• 9•-J• SKID BE UNITED AS FOLLOWS: DETERMNE: 95 9'-0' b•-9' 9'-2' 0'-10' 95 9'-0" B'-O• 1- CONNECTIONS TO KEYST014C MOUNTING L1--MAA.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 B'=9' 6'-4' 9'-0• 9'-T iQ0 B'-9• W-4• UMITED TO +64,-72 p.L AND 8'-0'SPAN, SEE L2 MAK.SPAN FOR FLOOR/COUNG MOUNITIC MOUNTING Q ON SHEET 7. INSTALLATIONS, 105 d-Y T-1Y _B'-S' 9'-4" 1D5 W-7' -7'-11' 110 B'-a' -Y-7' b'-T 9'-2• 110 V-4• 7'-7' FINAL WWMUY ALLOWABLE SPAN IS EOLIAL TO THE ITS B'-2', 7'-s• B'-4' W-11 115 B'-2- _7'-3- SEPARATION TO GLASS SCHEDULE MINWLIM BEIWF.Eq'LI+','I2+',17=AND'.m-- 120 a'-0' W-11• b'-2• 8'-IF 120 e'-0' 6'-il' (4)GO TO ANCHOR SCFZDULE WITH RNAL MLIGMUN 125 7.-70' G'-B' 0'-0' a-5' 725 7'-70' 6-8 ALLOWA6L[SPAN 0.`1D NEGATrT A.S.D.DESIGN 130 7'-6• W-5• 7'-70" 6'-1' 130 7'-D' 6'-S' MINIMUM PRESSURE RATING TO DETERMINE MAXWUN-ANCHOR 135 7-7' 6'-2 7-9'._..r=s:" 135 WIND ZONE SPA TNG. 140 T-5'- 5'-17 i - 140 Y-s, s. 1!' ASTM E-1996 SEPARATION _ 145 7•-3• s'-9• Y-51 7'-3• 145 7•-3• 5-9• TO GLASS 150 7'-2• 5'-7• 7'-4• 7'-0" 150 7'-2' S'-7' 155 -577- 5'-5' 7'-2• 6'-0' 155 7-0• 5'--5' 1 THRU 3 1" 160 6'-il' S'-2' 7'-7' 6'-7' 160 6'-11' 165 W-10' S'-1' 7'-O' 6'-4' IGS 6'-10' S'-1• 170 6'-9•_ 4'-11' 6•-11• 6-2. 170 6'-9' 175 6'-7' 4'-9' 0'-9' 6'-0• 1756'-7' Too 8'_B 5'-I0' 1 6'-6' V-B. 1) H V B LA D E 785 6'-5' 4'-6' 6'-7• S'-6" 18585 6'-5• {'-6, 190 _6'-_+' 4'-5• _V-6' S'=b• 190 6'-4' - 4'-5• 195 6'-3'.... 5'-5" 195 6'-J' 200 G'-2' 4"-2• b'-4' 5'-3' 200 6'-2' 4'-2' 205 6'-1• 4'-1' 6'-3• 5'-f" -20.5 8'-r 4•-r FLORIDA Bl1Qll[NG COME(Non High Yelacitj Hurricane Zone', 0 2015 EASTERN METAL SUPPLY,INC. A511111N1111/!f!/// ���.•••Q A:TI(C/j'''., BERTHA VTM Q _ LS S A Accordion Shutter System I L EGO Tac. A.S.S.A. 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COMPA.W OR AW O'aT AP+'ROM LLCEHSED OR AUTI DRUM YEIDOR RECISHERED WITH THE AUEAl UN SHUTTER SYSTEMS ASSOCIATION,91C. B•-O. L412 10 _B 6 65 - 14 12 10 9 0 6 4 - 14 12 10 0 6.6 6 35 - NOT is 12 03 7 43 S - - 14 i2 8 63 'SS a 3 - L7 E w 113 IT 3 4 3 &1)N6NNUM ADVANCED E 07:0 CONCRETE OGY AN OF RS IS 1.BLUE TAP W/CAP A4dUR5 AND TAPETA+ANCHORS LS 1 1/C AND TAPa7N 14 12 9.51740. - - - 14 12 93 0 W 5 - - 14 12 6 6 ITS ♦ - - WITH AOYAANC2D 7}yFADFCTON TEC1ItN0100Y AHCDTS 6 1 13 e3 e3 a ss - - 14 12 w e as a - u /2 es s s B.-0. 14 12 10 9 'a - - - 14 t2 Io 0 73 43 - - 14 12 7 a3 a - - 0.2)LI9LIAUM EYBmMENT OF 1/4'0 x 3/4'ALL POINTS 50'JD-SET A cHORS STALL BE ENORELY E fBWED ONTO THE CONCRETE BLACK NJ 14 115 73 B a - - T4 11 7 53 'J 33 - - ti 55 43 35 - - - ENBEDYFM 0170 SNOCO SMELL BE PF171AEIFD.1/4'-f-ZO 5.5.11AL1N0NE SAXY:IY NISTA)SHAT BEI 1/2•IDKG YINNW SFIOIILD STUCO! it 12 B 0.5 43 - - - ti/2 pts 1 " A --14 IS 7 3S 6 43 - - EIOS r•AND 1•YINTVOY FOR WALLS WITH Na STUCCO. 113 e5 55 4 - la 12 9 1 T 1 6 43 - - N 11 7 ITS 43 33 10'-0• 14 12 10 9 73 - -- - 74 12 10 1 O'l 6S 5 - - 14 12 0 6 5 4 0.3)N C'.SE THAT PRECAST STORE.PRECAST CONCRETE PANELS,PAYEES OR ANY VEOER BE FOUND ON TME DftM R0 WALL OR FLOORR, 14 IOZ 7 s 33 - - iJ 05 63 S { 3 - - t0 75 S 4 3 - - - ANCHORS 51011.BE LORD ENOUGH TO IMAGE!THE MAIN STRUCTURE OEHOND SAID WALL CNIDtitc'�.AYCHDRAGE SIKL BE AS INCTCATM ON 14 11 73 53 - - 14 1131 P 6 5 4 - 25 93 e 3 4 4 - - 110Tf5 ICI &8.2)AEiGYE.FOR INSTALLATIONS ON WXYL.SD=OR ELFS MAIM OR WTTHOUT METAL STUDS COISIRT TN5 ENC%EER, OS 8 3 - 14 12 8 03 55 4 - 13 10 63 6 4 3 FOR INSTALLATION INTOFJE^3 W11N PETAL STIRS SEE SHYER 20. i l'-O•/• 12 10 - - - - - 14 12 9 1 7 6 4S - - N T"I 7 53 43 " - 25 9.5 5 - _ - 12 9 5 43 a 13 9 T 43 33 3 (C) ANCHORS S/NLL BE 015TALED FOLLOWING ALL OF THE RCC0MY£4MTCNS AND SPEC01CAT10N5 OF THE ANCWR'S MUI ACTUFMI. N 10 7 - - - - - 14 103 7 SS 45 - - - 13 83 55 43 7s - - - ER 4- 95 7 a5 - - 14 13]3 e s - - /2 9 _ (D) SEE SCHEDLRE BELOW FOR EDGE 05TANCE(CO.)VERSUS RSUS SPACING RELATION99P FOR ANCHORS. 1, if 10 - - - - - IN 12 6 es 35 - - - 13 m 3 a - - - EOGr DISTANCE VERSIUS SPACING S1'HEnUL FOR ANCHORS, 13 83 43 - - - - - 11 0 33 4 ss - - - a 6 • 3 - - - - YAAMUY A%C $PROMOS ARE VAUO FOR,DOE 04TANCES IXDI:4TED BELOW.FOR E 0.LASS 71AVi THE pD1:AlID,faD11CL axa+aa SPACING 33 95 a - 13 9S OS 3 A - - O5 8 6 a - - - BY MULTIMYNG SPACING SH79N ON SCHEDULE BY THE FOLLOONO FACTORS. 9 63 - - - - - - 14 IOS 7 35 43 - - 11 03 55 4S 35 - REDUCED SPAC40 OBTAINED USING FA.CLIA SHILL.NOT BE LCIS THAN 11N,"YDM SPACING MOICATED FOR EACH A4010R TYPE. 13'-D•14 12 - - - - - - 1• Il9 15 6 3 - - - 12 9 0 45 4 - - - FACTOR 10 73 5 4 J - - - 7'553. 4 3 - - - ACTUAL 12 9 6 45 4 - - - 93 7 3 4 - - - - EDGE TAPCON THREADFORIA TECF0401OG1• ALL POINT SOLD SET BLUE TAP W/CAP TAS U 93 13 5 - - - - OS 7.5 3 4 - - - - VICTANCE _ It 65 SS 43 - - - •••••� E0. 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DESIGN PRESSURE RATING (p s fa AND CORRESPONDING L!AY16!!IA' ANCHOR SPACING Ung SGHED 1L F FOR A GNENMAX. SH IT ER SPAN. NE.AA.S.D. DESIGN PRESSURE A710 AND A CORRE'SPONDIN- t�NSWNTYPE- (SEE MOUNENC5 ON SHEETS 16&17). L_ J PER 2E3TRATE SOUTHERN PINE No.2 W/MIN. G-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH5OUJKiRN PINE No1/2•MIN. CDX 2 W LIN.6.0.55, SPRUCE PINE SPRUCE INE FIRM FI R NORTH SOUTHDOUCIlS FIR W/MIN.Cw0.50 W/LUN. Ga0.43 W/MIN. G-0.36 PLYWOOD 0.F W/ W/MIN.G-0.43 W MIN. G=0.36 WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS CEILING MOUNT T WALL MOUNTINGS 6tUR MOUNT T M, N, 0 & R FLOOR MOUNTINGS M. N, D&R. FLOOR MOUNTINGS M, N,O&R OUNTINGS WALL MOUNTINGS &O.WALL 110UNUNC5 94.WNL MWNTINGS go.WALL MOuNnNas W& X W&X &X P&O S&V S&V S&V ®�u�xr ff rseimcr7>e>r7eaey� 7®t®et t>xk+ ®aTTcxiv wets noe7me67ruBoeg� WSW ^mrsl�su�7 Q=7 w mD100115=039 ) ¢vux7 MZXtMJ4 tc3MON'�TIESM 30 40 60 75 90 05 30 40 60 75 90 65 30 40 6075 90 O5 30 40 60 75 40.65 30 40 60 75 90•DS 75 90 os 30 AO 6075 90 05 30 40 60 75 90 DS 30 40 60 7S 90 05 30 40 60 75 90 O5 '-0'OR 2 10 10.9. 8 B 6 6 6 ' 6112 70 10 9 0 B 6 6 6 6 6 �6 12 f0 10 6 B 8 6 6 6 6 '5 4 4 4 3 12 12 12 12 12 12 12'12 12 12 12 12 12 12' 72 12 12 12 4'-0' 12 f0 10 B B B 6 e 6 6 e 6 12 f0 10 9 8 B 6 8 8 8 8 6 12 10 10 B 8 8 6 6 6 8 5 4 4 ♦ 3 12 12 12 12 12 12 12 T2 12 72 12 12 12 12 12 12 12 12 I2 10 10 9 8 8 6 6 6 6 6 4 12 10 10 9 8 B 6 '6 6 6 6 5 12 10 IO 9 B 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12. 12 17, 12.12 12 12 12 12 12 12 /2 12 12 12 12 4 C-0' 12 10 10 9 8 S 8 8 6 8 5.5 5 12 10 10 9 B 5 8 fi 8 .5 5 5 12 /0 70 9 6 .5It G 6 8 5 4.5 8 S 4 4 3.5 - 12.12 72 t2 12 12 12 t2 72 72 12 12 12 t2 t2 12 10 85 7-0' 12 10 10 9 63 4 6 6 6 .5 43 4 72 f0 10 9 5, 3 6 G C 5 4 5 12 /0 t0 7 .5 - 6 6 5 4 3,6. 5 4 4 - - /2 12 12 72 f2 i2 12 12 t2 12 12 f0. 12-11 12 458.5 7.5 6'-0' 12 10 107.545 3 0' G 615 s 12 10 10 O 35 - 6 0 5 b :5 3 12 10 10 4 - 8 5 S 5 3 b' S 4 - - 12 12 12 12 12 12 /2 12 12 12 11 9.512 12 T .9...73 9'-O' 12 10 70 S 33 - 8 B 5.5 .5 35 3 12 10 8 4 - - 8 6 43 4 3 3 12 10 4 3 - - 6 43 4 3 36 S 35- - - 12 12 72 f2 f2 f0 12 12 S2 1 9.5 85 12 12 10 8 04 5,510'-0' t2 10 73.4 - - 6 6 5 J43 - 12 10 6 3 - - 6 6 4'T5 3 - 72 10 3 - - - 6 4 S 3 - 6 5 - 12 12 72 12 1 49 12 12 72 t0. 85 75 12 12 97 5 S 11'-W 12 10 5b- - - 6 6 4.5 - 12 10 4b- -- 8 S 3.5- - - t2 10 - - - - .5 4 - - - 6 5 - - - FZ 72 72 12 to &5 1212 t2 9b 8 7 IZ 12 6 S 4.5 12-0' 721D 45- - - G 6 4 - 12 70 SS- - - 6 5 3S- - - 12 10 - - - S 33- - - 6 5 - - - 12 t2 12 /. 9S B 12 12 fi 8S 7 B 12 137.5 63'-O' 12 10 - - - - 6 6 - - 12 10 - - - - 8 4S - - - 12 .5 - - - - - - - - 6 4.5 - - 12 12 12 Ot 8.5 75 12 12 10 8 5 55 12 GS 7 5S 45 472 10 - - - - 6 3.5 - - 543 - - - 12 7 - - - - .5 - - - - 6 3 - 12 72 12 &5 8 G 12 12 957.5 0 4512 It 3 9 4 3 6 - - 5 - - - - 12 - - - 6 - - 12 12 118 3 S f2 12 135 7 6 4 72 B 6 5 45 - - -_ _ _ 1p _ _ _ _ 5 _ _ _ _ _ 7.- _ _ _ 5 .. - _ _ _ g _ - - t2 12 0. &5 63 4 1: 12 8 65 5 ] 1. .5 .5 4.5 J5- HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON" .>� ATgNS ar 112 7>M r.aO�LgoN a4L1 1v f NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATM. 1.ANCHOrS To WIL.FLOOR OR Sam WOOD Sam WIALL GE AS FO.OV& 3.alasmATE SK41 OORMT or 7Ne rouAw c -SOUIIOAA PNE N.2 W/0-055 OLDS) -i/4#TAPoom ANOOM As to AFACnam of L.T.W.1nmm W/YT.LLAt DACEDUEM AS RMMTED AT -OCtWAAS FIR W/G-OZO(NDS.) EhC H SECTION ON SHEETS 16&17. -ST'RUCE PIKE FIR NORM W/C-043(NDS) CaXPn +:SEE ISOM 2 BELOW. -SPRUCE DIVE 147 SOUTH W/G-O.0(Mas) -1st 1/2-tint PLYWOOD(1866 APA) s A1C3bRS TOtrxLDl,'nTuxc shut BE AS PER uO1DGvw TTPE V.staEEr n AND sl7+ut CON=OF LA:SCREWS AS PER MS 2012 S'M M EOW, .. 4.AWItO!S SHALL 6E OWNLE0 FOLLOW'C.AU OF THE fEAa91DCAFjM ANV SPEOnCUNM.M'THE AMMO"WAMMACTUR R. FLORIDA MING CODE(Non High Velocity Hurricane Zone T9 2015 FASrU N META.SUPPLY.INC. BERTHA HVTM 1711111111tFF1A A S s Accordion Shutter System % IL EC o �N�. y ILv�gi w/OR w/o H.V.wraav EIADE l r'T TICCIT TESTING&ENGINEERING COMPANY American Shutter Systems Iry it oLSCfiPrtoN d7E ouu 6W 1, L .t d4167 4116 ka•_'*x fi_S'36l.V=w cmm m nnon4 at1 OL Association, Inc. I D 11-T B2 4/13/15 DAM 4/13/15 P1+vno 4268 WDstroods Drive x * �� W-vrm� tilt-OM.- •- West Polm Beech, FL 33407 5 0ltkW7NG No * i5-085 STATE OF ::� WALroi A Bun L..P E 4 FLORIDA Ue.144167 5 SHEcT 6 15 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & �lA HV,* BLADES AS APPLICABLE SHUTTER SPA + OR L— FOR S LAI S INTO 0OD WITH V BLADE 1 0 L fW4L FUM BE LIMITED TO 105.0 DESIGN SU SEE SHEET 19 FOR MAX SPAN V4'V uxoN OftG 0 BLADE 1 & WORKINGI UNISON -t WC ON MTN ADVANCED ,,- THREADFORM TECHNOLOGY Ile*TAFCM ON W/1 1/2'Yin.PENETRATION _.TAPCOH WITH AOVNtCEO THREADFORM TECHNOLOGY M THREADED AREA TO N/1 1/r Win.PENETRAim OF THREADED AREA TO EXISTING I lot SUAR" 1 1, E10STRK,tu00D WADM vrODD HEADER.(SEE S09ME ON SHEET 15) I TO QA55 1 OR ll (SEE SCHEnUIE a1 S1W 15) �® 1/s'•-20.3/4•SS.o NUTS 5zlHfDt2E W 9EET ', SCREYF W/ �•n FOR HAOE ONO 1/a--2 R W SHEET 19 FOR s Lin E O.0 x GIASS—S a=W&O A'l rW9tSti ill n I •.`-'•, = I, trt WALL I _I LLLJJJ 1��� FiNL41 - , OR 2.4 WOOD EJOSItNO NOT. ^`FJOSTNO!L'v. 1 yz Iy1FADER PEGJIRED a 1Q0R "•' f '•'H'.�DERWREW m 1S t l '9 TAPCON at TAPCON WnH ADVANCED THRFADFORM TECHNOLOGY W/1 1/2• IXTSRiC 1 Lq,Spr[y,Day I I 1 T # NA. PENETRATION(IF 7WXA6D AREA TO W —t To aAM YEE>_ HFt•DER. mm"cN SHA E1DS102O ION.SEPARArm TO ams 1 11 FOR DAMOX —� ��_.tsEE S%wUlE ON SHEET tT (SEE Sa1ELOLE ONSr9ZT is) 1 ON 4EEI 19 FOR C -1 — rtr COM.S LL 1-__-tax�sma�i PLATE RVa'o. ON HV WALL HEADER INSTALLATION OALL.SILL 1 ST L ®HV WALL HEADER INSTALLATION ' I I DRSTOIO, �� NSR.SEPARATION 0 ro GEA55 ' ' T (SERE S�DVIr ON VEET ll) --- ._._.0 OtAss-1 I t t 10 CLASS Es¢satEouls oN srmEr 1,) — Q �� ua.srMAnDN ro aAss 1 WOO 0 P1A7E (SEE SCIHEMRC ON SHEET If) 1/4-r2D.3/4SS. QD'O. �'�•• 1/{'0-20.3/4-S.S. I VACHSCIEWS � NJ Ile-20 xvrs a w2 i II 1 0 72'D.C. J -- �H ,l' I WALL \ al D.C. I I 1 T 2'14'cotfr WOOD PUVA REDID. , T—iv --•,•1Gn. r CRIB `« ! 1 t' V I/'e TAPCON 0.4 TAPCt WTrH ADVANCED )TL2'a4'COM. it`4EADFORti1 7ECKNOLOGY W/1 132' 1J{•A TtSWN OR ttFCON WITH ADVANCCUSU � NinETRATION'Oi'THREADED A4F/1 TO 1Ja'e TAPCON OR ISMEXSTWG 19000 ON 9ai. THREAUFORN 7ECHTIOLOOY W t/2' H4IE: RE0;0. (SEE SLTHEOUEE ON STECT 15) Net.PA'ETR5T14N OF IKEA INTO PLYWDOE! TAPCON WITH ADVANCED 1-HL SEE SHEET 4 FOR iTPICAI. NGLL � ISS SCHCOUIE ON SHEET 15) EXISTLNG L/DL 2'14 1/2'N H.C17X THREAD OPol TECHNOLOGY SHUTTER ASSEMBLY. SNDS O 16'O.0 �•mD�'a W/1/r Nin.PENEiMTgN OF 2-NOW710�C SECTIONS Cot EE 1/2'ISH.CDX PLYWOOD TIMM REG'D_PLYWOOD TO DE WA11.FL4 (SIX OH AREA Ono SHEET 1500 SSDurte�m INSTIN ALLATIONY N.ro ®HV WALL SILL_INSTALLATION MIN.'r.4'SM O 10•D.C.WT.REO'D. ATTACHED TO STUDS tN ( SOIEDUTE T 15) PLYWOOD TD OE ATTACHED TO STUDS IN ACCORDANCE ACCORM%NCE WITH hint SD:IL'P!Z'OD OF T1+E F.e.0 P8�1 2=of THE ®HV WALL SILL INSTALLATION a s POHV WALL SILL INSTALLATION. FLORIDA BUILDING CODE(Nor, High Velocity Hurricane Zone 0 2015 OISTFRN METAL SUPPLY,INC. BERTHA HVTTA /:—T,--Lr—ECO „ ,c. A.S■S■A■ Accordion Shutter BLAIXItv BLADE#1 w/CR w/o KY.VANDDN 9ADE • �M•��”" = TWT TESTING ENGINEERING COMPANY American Shutter Systems wy. oma"m l DATE CPA"OlNi, ; N w"K-.74tl1.h.Ste.70.5,5914@14 WOW.FwV =aAssociation, Inc. 1 OLD 1.1-1 P2 4/13315 OA1E 4313315 Ph—(305xir1_1mo.FAY:(WS)e71-1531 4268 Westroods Drive 2 DRAWING No e-rt 1 oTb—atidc west Palm Beach. FL 33407 a rti ERM-0Tnur719 RE 4 15-085 P.I,AF {�N� 6 All FIDROt W. /4416T a SHEET OF 20 Fut INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR (!) HV & HV♦ BLADES (AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BTME G)ONLY SHALL BE LIMITED105.0 s . A.S.D. S G PRESSURE RATING SEE SHEET 19 FOR MAX ""`L ' SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADECl)& WORKING IN UNISON_ xg T/SCLW- 4..6. —EQ- Y 4LY YYY APCON WfftH ADVANCED C •I EXISRNC .. THRiADFORY TECHNOLOGY WOOD BEAR REQUIRED. 'FDCE(� ) w/ EQUACY- 1 1/Y Wn.PENETRATION 1/4'a-20x3/�•S.S. OF FJaSfINSTRUCTU�G MODOAR EFhY ,t; W THREADED MFA TO 1• pRAl1p5 TRUS$HEAD TO BE CERTIFIED BY f. Tam,WOOD HEADER. M• 4ACWNE SCREWS FXISRNG MOOD (SEE SQiFD'JIL ON SHELF 15) '� W/t/4' REGISTERED ETRiNEIIi OR -20 NUTS ARCHITECT PRIOR TO EOTRLISSFS OA 19 0 12.O.C. Si41ErER INSTALLATION. 1/2' 7/2• RAFTER 0 24' O.C.REWIRED __0On 1/4'0NTAPOONWITH OR --- _ —may TMCON WITH ADVANCED %j U ,ytiy T'HRFALbFORN TECHNOLOGY 3/4•U.TIfK. i `I Ycx. W/1 7/2'{ft1.fTfIETRATN7f1 W THREADED AREA ro O 114.3/4• •-- 1:4'x1/B'CONT:Auv.TUBE DOMING v,o00 HEADEFR. S.Y.S. I't — (loss-TG ALLOY)W/ SO4EDVLE ON SHEET 15) 0 G'O.C,i 1 or®Or© (.1)5/16.0 LAC�31S TO 1 or t©or @ 1 EACH RAFTER CR TRUSS •;;t.t�>' I LOCATE LAG SCREWS AT will 1 UDNtOTH OF EXSII:G WOOD t_DLS'RNO IAN 2'N' 1 i OPEN HOLE AT EACH 11 1 w�?Z W' HOWA4L DOMING HEADER REO'D G1A55 Yo1.S NUTI N TO GU55 ESISTL4G ) ) (SEE SCtIQME ON St1EET 11) CLASS! s/Ive LAG SCREW ARFk VAS FOR THREADED AT CEMER Of TURF INSTALLATIONG VLRN 72FcH I .xa stFrreaaN I MAX.ASD..DEIGN tOAD AND t m a.as(5¢ ETQSTWC I uK sl7aroolvN g'-0'MAX SPAN.TNS. $�HY WALL HEADER INSTALLATION 9EOILQN snT -�---iM GLkz INSTALLATION IS ONLY VALID 1704 sm to rtR 1 OR& .')1 rta DxcaH+o FOR WOOD W/Yw.SPECIFIC W 24aT 10 f41 GRAVRY OF 030 AS DOUGLAS sN1a.Y a raa... nAaam: �nAmmeQg 1 OR(W � SOUTHERN FM N,.2. a!�u � OT HY CEILING INSTALLATLQI9 (�)� HV CEILING INSTAL TION i malsE F --�OR I WX SEPARATION TO ASS SoxvuEU+SHII �-----(SFE SCHEDULE ON SHEET 11) I_.� .2wIA2w 129 .-I(SEE � DOMINGO i I _......�j —( I ON SLEET 11 I I I I I IQR ��q ExiSDWALL RN s-i7 611x3/+'HE 2'xG'4Si.WW Yoa. USHER NEN' TER 1 DECK REQUIRED — p 2•x5'Ma WOOD SCREWS O 72•o.c (NO FINISH �•i DECK REW WED(NO -- -- ALLOWED) n;aSH ALLOWED)I _ =_ �`"�'""19 EDGE OF DECK- 2 T=-- l _ EDGE OF DECK ICA O. IF APPI. E �- EC'" DECK OF8lE .��--- --` IF APPLICABLE 1/4.1-20x314•S.S. ice--' 1 1/4'O TAf�CON OR 1 PHILLIPS TRUSS HEAD 2`.SN. 2'x14'HURT. TAPCON WITH ADVANCED 4n' MACHINE SCREWS -- 1IeO TAFYON OR TAPCON WITH ADVANCED THREADFOR4 TECHNOLOGY W/1/A'-20 NUTS 71iREMFOR4 TECHNOLOGY W/1 1/2.sin. 2'MITI— SU PLATE W/1 1/2'LG.PENETRATION 0 12'O.C. 1/A'a iA90AN OR TAPCDN WITH ADVANCED THREADEORTA 2'MIN. PENETRATION OF THREADED TECINNMOGY Al 1 1/2'V—KNETRATION OF E�1 WOODADED- AREA TO DOMING WOW HEADER(SEE SO4EWLEEA TOTI(W SHEET 15) AREA TD E705I117G WIRD HEADER(AE SOOMIL L ON SHEET 15) (SEE SCHEDULE ON 5HE`r 15) •SEE aT Eta w MSE mR (1)HY WALK—OVER IN ALL.ATION UV HV WALL SILL INSTALLATION1 e1N su�T 19 W� FLOOR INSTALLATION FlORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.]' ''A. ®2015 EASTERM METAL SUPPLY.INC. BERTHA HVTu A S A Accordion Shutter System X11 i L E C 4 1 N C. . . . . kV.RADE#1 W1 OR W/O FLY.N000.Y RADE TUff TESTING do ENGINEERING COMPANY Orf°°n Shutter Systems 0 ,�„ DAL 9 F 4= OSSS Na.36T n.se.aro rACFa u ooa,FIORM JI16 Association, Inc. , OLD 11-1Sz yta/:5 ale 4/13/15 .�, Pb—:(3ns)e21-1530.F..:(3MWi-1531 4268 Westroods Drive 2 ' Or''i� � 9— West Pc1m Heath, FL 33407 s OPAWING No ''Ass/ANAL E-10o ULTM A TELT Jr.P.C. 15-085 P.E. S�NEAIf SHIU`Y�AYURE/DATE fiORw R c.6 A�1GT S SHEET e 17 OF 20 END INSTALLATIONS I HV BLADE OR-a WINDOW, 13LADE INTO 2"x4" MIN WOOD STUDS YN'Wk►900 _- r r ax sll Oti' 2W MA.0w woo vim 1/+',crow In OMM-A0 0410anm�'A Lft tCe OKX�o TxaivrR ars F m, t RM6t raRS'IVIC¢aS ,� /�^^ONPk ItCLM {•M ttr YM.CCx 1' 3CtD115 a 9D7 �r�• ^' �- �� � NL p„�s. 1�0 al..C¢ IQ!ow mM0 1/15'S 11 fV1 RK(mN0 - m 3AS19a ItY ICM.COM a�Qii R� Ss�as-asJ mtrt. +!x'lo.asQkara _ ,�'f rm,�oemeea "'nO00' 1/x' sw:we a a� N3 uw.(t¢4mcc nwrx.. Q4' 1+ra(u+am+o Y16 O.C.S>A5. V16 0G M S '•�- t+>�,w,Jx sMca wfAa a wl w ronerA 0R ,4 - aN.u,•cp 'cat' SQ OD.LS z i .�j t CnCx L1;C a s} .rA !l C¢uP'G,^1R'ar Y? CM-V . 1 OR yam• SDTU IR\b6 '.ti"AUL X SLR �y, y-�•�- n('��s"+a'rsVr, :J•V-....1 M MM (yw i 4. .(a��.0. 50C m4Y.Lid {���i•-xrK�Yw �•\'/'rv1+J'n".[�- l"3"a5r-+ 0-a-0- . (]'�Q�'• j•�. VJ' ` -,yy��'� ' • d'i�'�.�'-�t�'�'Q- r�.�. b). w (0...0•{w�y'o. END CONNEt TION DEMS END GONNECTiON DETAIL 9 END CO N[sEcoON DETAAIt SQ Q END CONNECTION DETAIL I-O • rttr tm nxs c»M.\sex nat Ix-o• 7r+•IoMrloo0 _. +/+`•urar aoms {iio.t�n'xu: I PVV%Tp/rt O'}r 0.C. 26 11Z µa4, mmtlta _ y I t • W.oL a _ a si c uuanaotm miy =vStE0E�t vfsee rroa ---- - @C.@0(&u O s 4 VIE �(�(3i•Cs-QTJ'7�- rresraob. re+w .�.(}.�.�- .PJ,6N C�(3-Ea•C1�J(T- 0•0-tF3 C34 t3- Ce}C�C4(-t3•€ '•(� •£ OELSIL 2i END CONNECTION QUA& (5 END CONNEC110M DEfAI 12' \\ttittit ttttli FLORIDA BUILDING CODE(NOn Nigh Velocity Hurricane Zone �,a`" �R A.Tj�trj,•,,, V 2015 E44TERN FETA.SUPPLY.INC. ' cEN 4r�'' BERTHA HVw 1 E c 4 ,A■S,S.A. Accordion Shutter System M.BADE gt W/DR W/0 FIV WNM sta[E TiLLtT TESfING k ENGINEERING COUPhNY Amerk(ln Shutter Systems oaaxrnaM #= Mr (X ON M. itL jATE of Rau wt J6a StM. Association, Inc. z OLD 11-192 4/13/15 0A 4/13/15a : ama7t-12aWV397A 1-]531-t 4268 Viestraods glve tawm/Md•m. V/ast Palm Beach, Ft 33407 s DRAWING No WuaotIw m°0°z/" 15^085 P.E.� /DATE FLCRVA Lk,/41167 S SHEET $ iBOF 2O •GENERAL uMRATfONS AND CONMONs K uSF Fna 9EMA t�NV RLAnE'A=RDION EUT(ER PEW Wn(IKPR;a A INL�OTI WRT1 HV W1A'DOW 8�'AAl 1.YOL ASD.DESIGN Pi7MSIAM RASNGI+110.-110 f—f. 2.IWC SIDnER SPA*OC S.ALLOOED uOWNRHOS A O.O&H ON SHEET'S 6.7,AS WELL AS s MDUHRIGS IE o.L U @ W ON SHEM 16&17. ��. },ONLY CEN1E70NTE5(it� (601H WDR G31 IRE IiLOMEO Y'D1i 2♦�t 4 S (Tb RMRAy D r LflfdGV.OHIY AT IN DCRTn/22 ACCESS SIDE OF ppP HO TTP.EA.END S.W IIY NVIQON BODE©,d'ULL ONLY ALLOW A IA&X%I i of 5 GPF3 = (3'r)l0K=V 5}FOR®PER 87AL`E AT SPACROS S 70N ON SHM 4. YA%..3 WYAIOAS (W)167.CIFAIWILE FR04 70P OR 07UM EDGE OF W WT60u(MALE Q ALLONFD AT.FIJ y�} OF ANY 3'0 NOtE FVR®9U41.BE 1Y. WP:DOW ERADE�i WXOO#B !!yt'F BLADE OWING*M MLI SIMM AT OM WY 8F HJ A 1��11 (T18iD)Hv wnm9 DtADE Quusr BE USED ALTERNATE TO A SOUR W DIADE(D q/Gf10Uf antrTFlYs arD111. S (E)CEjY(rA/uItES MMM }.. -9UL.A'WAIS 62 M rn M7AOOM To A SCIM'W BiAOE�t,JAT QDiER SroE OF TfiEEI. SEE END I (F)POLYCAA80falE HI W=#(4 S}EA1.L BE 11aTN1E0 50 TADS FACE CONNECTION11 THE IXIF OR OF.1HE OPD61G SOW.PROfECM W 10NDOT/ 9,WST BE DETA4S ON Sham�� ,&'E ONLY RMALLFD AND EOCIED WING A W SETTO.:TOOL PRONGED By ASS& 1D h lb TTP. !B 3 INC. FULL 1faPif. ^ b� t( 4 SEE ANCHOR SPACRT.SCHETAILE FOR WVSDQL.AIIG'ES INFO WM FRAW S P 1 @In UVKS ON MEET 15.AS=FED BY SPAN AND DESIGN LOAD(SEE NOTES t h 2 A30-10. 9 b5 NCREEE OR OOtLREIE BLANCIM SPA=S W•LtkEED04 SHEETS 1122 1%ALLATIS11 13 POWIED COAS LOXW BY SPAN AND DF514Y LOAD(SEE 147ES 1&2 AB"A3, (SFE PIAN FPS IEEOu'JiEAIENIS) / 8.unum SEPARARON 10 GLASS S:k=tLE PER ASTM E-1996: D N ITP roP&DonP1 W ©a�a�✓ &JA WINDZOtS tNi01UY SFPARAnON TO GLASS � 1 Rfw S 1' ELEVATION NIL EFFHW44 ro EVSS - E1alTorr C1A55 507 FDUE G,SEQ 1f ELR BIJE(� 4 &25- Am-L-.------ ASD OH 115 sw EVE BIDES m& ----------------- --a-----= ------------ W/W(pmpm oat ANALo3`NAff� . +ME NOTE 4 AMM 06 4-0 sT/Nut�coaERI7AA ' .,/ -- W 2�OA AND ��_ I W O N6TE 4 I TYPICAL(1) HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* N.T.S. FLOMDA BUILDING CODE(Non High Velocity Hurricane Zone `&&I11IIII"IIAIIIfIll", C 2015 EASTER)HErAL suPPLY.INC. I��titE BERTHA HVTEA E -�- A S A Accordion Shutter System I I L E C 67,N o. ■ ■ ■ ■ Kv etre#1 W/OR W10 KV.WNDDN a DE TIWT TESTING& ENGINEERING COMPANY American Shut#or Systems n& ,ESeft„o„ DATE OFIAU". „L 'fl,:• -SiATF nc 3w.MS�' no�331 Association, Inc. I oLD 11-192 4•/13/15 DATE 4/13/-.5 r wwr:(565)671-1530.FSI:(3CW71-14:7 4266 Westroads Drive 2 DRAWING No of•. F�OgIOP '<E�'a` °'" ° oOca�"" West Palm Beach, FL 33407 5 EEI- to 15-085 ER A 4AAsS/ •••NG\ ` WXTMIR:.P.E. 4 P.E.A'3&A f/DATE FLORIDAt;-- 61167 S SHEET b 19 OF 20 1 ,n.DA35 D" INSTALLATIONS W,/ d) HV BLADE & HV CENTERMATES vm AM!Masa CR.40E a . uu, vaas..,1 b WTAL AVT'160.0. g �' ;-'• 43b INTO METAL STUD WALLS * x083• T �-�-- ' '•-- oe•ac. 41 oop' INAL ax. �� W - _ 1/2 as 3 * U ALUMINUM SLEEVE u o: 600-T5 ALLOY d3G - 43a '�,'r ti S1 STF1u INSTALLA�ON TO METAL STUD WALE S CRir.cLLV.'T¢i/.0 C T611- a 6'O.C. D 6'O.C.n AS1M A-a53 awe a v c-aa I �— SEPARATION TO GLASS SCHEDULE 3•�' y �ftGILVAINIn r � Dasroic AS � i r t. MAX..A.S.D. DESIGN PRESSURE RATING: +75. - 75 (Psf) ucc ECrMM i; 2. MAX. SHUTTER SPAN: 84' WIND ZONEASTM MINIMUM E-1896 •O CLASS SEPARATION EXISTING GLASS--r WN.SEPARATION 3. ALLOWED MOUNTING: MS ON THIS SHEET. LENGTH+ 1' E sCM SEE ULE) = 43 tf4'0-20X3 BOLT �•1,- `r' 4. ONLY MATE 21 W/24 HV LOCK ARE ALLOWED 1 THRU 3 1' i (T1P.) MUST PENETRATE 3c t- WITH 2t ARRANGED A METRICAL LAYOUT. O USE 0 (2) (6-LONG. MINIMUM) MUST ALWAYS BE 4 4- i 3 a•.6 1/41 aO35-INlac�,� COSTING RNEH i I INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIOE OF �/4 MV.SIm IMG awor i I AS AMLICA&E -ICENTERMATE.=A-a?7o,Aae 4o M7..c-ao m&.,2osT`. oN = 43c 43a rcc = o.c. oa• R r -20 THREADS BLADE SLACK DETAIL HVF IS ALSO VAUD FOR � 1ldn0 = (OKMOMI 1/2' cENTERMATE 21 APPI.'CATION WITH BLADE 1Q PRODUCTS EAS-1-OK HD I, -us+iti_ -r rz a.I ,n.oau T1a.'K W COMPONENTS Ifo.ASTM�-as3 TIMIL .o .:. , ,_ Ma.`SA AT.1• -•� '- '"":I MS WALL HEADER/SILL INSTALLATION EIIIsriNc nNt91 a ARPLICA LE scka 3/e'= 1• METAL sN0'"R 16'O.C. 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A■S■S■A■ Accordion Shutter System ' KV.BADE#1 W/OR W/0 FIV.WNWN RACE k %' 1 ;*i TILLtT TESTING tt ENGINEERING COMPANY American ShaNBf$ySfBp1S Dpy aTE vRAwN H,. mi 055 N�x. XS.�., nye 37 ADsoclatlon. Inc. t OLD 11-192 4/13/15 QUE' 4/13/15 A' qTATIP n" P1mne:(305 71-1530.r-;(30s)571-1531 4268 Westroods Drive x DRAWING No ` o-"O'`I�`OpO°o"" West Polm Beach, FL 33407 a /�Ss�if�Q4� •��}`:' eALTM A T�UA1tr.P.r . 15-085 P.E. �Fi4Jrl, A /DATE nDwv IK E 44167 s SHEET 6 20 OF 20