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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 &r'.. 1 sem( -1`2to. � t3 %IOiid?(Ycpaf?f elvi SCIS Home tog In i User Registration f Hot Topics Submit Surcharge $ Stats&Fags Publications j FBC Staff 3 BCIS Site flop links ' Search Busines " j Professi al aUSER:Pubic UProductUsscPprOVal Regulation �fR. P,oaua Anornv»i Alehu>MedUct Ur Ao141c,dlhrn';0—h>AGHnrNthm f 1stI>>Application Detail z g FL a Application Type Revision Code Version CED Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-6263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternrrietal.com Technical Representative Address/Phone/Ercall _ Quality Assurance Representative Address/PhonWEmail Category Shutters Subcategory ord 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..Tiilit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE `�' Validation Checklist-Hardcopy Received Certificate of Independence FL389 F4 CCI Fly AC COnD10N Ci N0 UL4VHZ,(SIf Referenced Standard and Year(of Standard) StandardYCar ASTM E-1886 2005 ASTM E-1996 2005 AST111 E-330 2002 TAS 203,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D littp://www.tloridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYI II-I2v.Tvx5... 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 j FL# Model Number or Name Description I 389.1 Bertha HV Accorrndion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -O 15-086 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ.No LL ja+ RH it ASS A-IN I zgL(,.t}-_QRC>.tLI; Approved far use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:NIA Evaluation Reports Other:Large Missile Level"D'.Max span Is 12'-7'for 3S psf positive FC189 R8 AF A.5.S-A.INC_. P,E,R DRVI;?5-OS6.raft ASD load and 13'-0'for 35 psf negative ASO load Ute HV3 blade w/o Created by Independent Third Party;Yes window blade,$'-2'for 110 psf ASD toad for HV3 blade w/o window blade r and 8=11'for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In"' "M"" so for HV3 blade w/o window blade for installations Into 1 Metal Stud walls Is 79'for max.ASD pressure rating of+72,-72 and 84' ±; 'for+64,-64 osf.See sheet S for otherspans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Orw9 15.085 bottom)for storm protection Limits of Use Installation Instructions - Approved for use In HVHZ:No FL-1159 R8 It A.SS.A.INC. DR.WG.15-0,35.aof i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by independent Third Party:Yes ' Design Pressure:NIA Evaluation Reports ` !Other:Large missile level"D'.Max.Span is 16'-0"for 30 p.s.f negative 8389 RS AE A_4 ,.A,INC. P.F.R. RRW,2..5 F5 rtv,&,g ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,W-0'for+64,-72.p.s.f.load for HV blade for Keystone , mountings 7'-0'for+75,-75 p.s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HV3 and HViA working in unison.See sheets 7,11 and 20 respectively of Installation drawin s for other spans and pressures. 389.3 [ierUta HV Accordion Shutter-COMBO- Extruded aluminum Interiocking blades retained by tracks(top and (Non-HVHZ-Dnwg 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FIJS9 RS 11 A,5 S.A.INC. ORWG 15.084.ndf Approved for use outside HVHZ;Yes Verified By:American Test lab or South,Florida Inc. I Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports i Other:Large missile.Max,16'-0'span at 30 p.s.f ASO load for Blade 1 Rt 81: R8 AF A.S.S.A Tfgr_ P,Fl R ngwf;15-n94 wf and 18`-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively i Contact Us:Z 1940 North Monroe Street.Tallahassee Ft,32399 Pbone:850.487.1824 The State of Florida Is an AA/EEO employer.copyrfnht 2007-2013 State or Florida.::Fflvaty Statement::ACtessibuity 5tntemene::nrtund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional 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 emalls provided may be used for official communication with the licensee.However email addresses are public record.if you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please crick lIrZ ty. PP;adulct Approval Aceeptz: LSA®El M 1eCUrlt\',tl i-4'ityycct'_� http://www.floridabuilding.org/pr/pr_app_dtl,aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/201.5 GENERAL_ NOTES: 1.BMW H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRDOU' EVALUATION DOD UWNT(P.EDJ ELAS BEEN VERIFIED FOR COMPLIANCE 01 ACCORDANCE VAIN THE 2014(SLIT EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SHUFIER SYSTEM SHALL NOT BE INSTALLED AT HK71 VELOCITY HURtdCANE ZONES. -� DESIGN WIND LOADS SHALL BE GETERM:fD AS PER SECTION 1620 OF THE ASTM MENTIONED CODE FOR A BASIC WIND SPEED RIMMED BY 7F4E JUA$D?CTICN WHERE SHUTTER WttL TABLE OF CONTENTS BE INSTALLED WITH A DRECRO`YUIY FACTOR Kde0.85,USING ASCE 7-10 AND STALL NOT EXCEED THE W="(ASA.)DEM PMISURE RATINGS INDICATED ON SHEETS 11 TIRU 15,to&20. IN DICER TO VERIFY THE AIWE CONDITON,UL.RMATE DESIGN WAD LOADS DETERMINED PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.DESIGN WIND LOADS AREA.1: HV BLADES(1)EC QA BY WaTIPLYINC THEN BY 0.6 IN ORDMTO COLINARE THESE W/MAX(ASD)DESW PRESSURE P.ATNGS DIDIrrATED ON SHEETS 11 THRU 15.19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D..AS TESTED,WERE NOT OVER SIRESSM A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS)FAIL USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION(ACTOR 00-1.60 WAS USED FOR V]OFICATION OF FASTENERS 14 WOOD, SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYMULI'S ADEOLVCY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION iGO8.1,2 OF THE.ABOJE MENTIONED CODE AS PER SHIM 4 AIL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL WINDOW BLADE&WIDOW DETAIL -HV BLADE O' }0214.01-03,{D715.01-03,11004.01-05,/1214.01-05,10317.02-06.(0609.01-10 AND#0210.01-11 AS PER 7AS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASM E-1666 AREA - HV B n AND w WINQQW w F`f� AND E-1995 SUNEARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&#1220.01-10 AS PER TAB 201,203&2037 PROTOCOLS LARGE MSSRE .WHERE APPLCABLF) -HV 1YJNOOW BLADE 9#0505.01-a8 AS PER ASM E-1666 AND E-1996(MISSILE LEVEL.0,WINO ZONES 1,2,3)BASO PROTECTION ONLY AND#0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALARON DETAILS A-F.CONCRETE/BUDCK SHET 6 2.FN SLACE0 AND MN MNDOW BLADE® ARE ENGINEERED 70 WORK IN UNISON WITH EACH OTHER UNDER 17TE 0"ERAL IODATIONS AND CONDITIONS OF USE INDICATED ON SWEET 19 INSTALLATION DETAILS C-L4 CONCREEE/BCK LASHEET 7 3.BERTHA N.V.ACCORDION PINS(M'SCREWS).USED AT BLADES KNUCKLE NA FOR DIREG7 MOUNT CONNECTION TO TRACKS STALL BE Q4 75'AND 11411.75'RSPMWEL.Y,410-M UWWUM SERIFS CWTERRMTE DEFALS FN SHEET 6 SFA MISS STEEL SCREWS VIM 135.0 k.1 VOLD STRENGTH AND.100 W TENSILE STRENGTH.PONS STALL BE COATED WRH BERTHA HJ[LILROSHIE1,p OMiiNG SYSTEM A5 MNNFACTURED BY APPROVED CENTERLNT'c AL7773HAlIXG DETAILS FN SHEET 9 COMING APPLICATORS.REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV MARKING ON THEIR HEAD. 4.ALL AWMNUM EXTRUSIONS SLAU.BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS DM=TED ON SHF.EM 2 AAD 3.MINIMUM YIB.D STRENGTH FOR 6063-T6 ALLOY IS 30.0 Lei NA 35.7 4_E FOR ENO UM SPAN T DlEM5 1-6,CONCP,ETcJeLDCK SH£E! IO 6005-15 ALLD'f. MAXIMUM SPAR TASTES SHEET 11 ANCHOR SCHEDULE-CONCRETE.&BLOCK SFCE7 12 S.ALL SCREWS 70 EY:STAINLESS STEEL 304 OR 316 MST SEPSES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN SOOTS WON 50 W MON.rELD STRENGTH AND 90 Est MIN.IFN57L.E STRENUM ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALLCOMPLY W/FLORIDADA MD24 GODS SECTION 2411.33.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 S.DOLTS TO BE ASTM A-307 GALVANIZED STCEL OR AM 304 OR 316 SERIES STAINLESS STEEL WITH 35 WE MINWUN Y91D STRENGTH. ANCHOR SCHEDULE-WOOD SHEEP 15 7.SEE DIE FOLLOWING SHEETS FOR ANCHOR SPEtlFlCATTON9:HV BLADE OO 12,13.14,15 AND 20 INSTALLATION DETAILS M-R,WOOD SHEET 16 IN ELME( &Q WORKING IN UNISON:12. 13&15 INSTALLATION DETAILS S-X,NPOO SHM 17 B.THIS(ERTEN ELY.ACCORDION SHUTTER SYSTEM'GYPATENTA U.S.flA710'779,582 COMPONENTS OF 7M5 APPRC'JAL ARE("J'A'RED,IN WI402E DR IN PART iT'U.S.PATENT 1551 (5'458,179 1EA TO EASTERN QID CONNECTOR GALS 7-12&X;WOOD SHEET 16 McTAI.S1IPPLY,INC. S.T SHALT.BE THE RESP0hIStMUTY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUT IS TO RE ATTACHED TO HWM PROPER ANCHORAGE CCNTPI.CICR TC SEAL/CAUl1C AREA 3: HV WINDOW BLADE A�A ONLY ALL SHATTER CCNNPONENr,EOCES WHICH RELLgH,TNRU FASTENLYG IN CGNFINUOTS CONTACT WRY/THE BUILDING TO PREVENT WIND/RNN MU?USION, TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEM PERMANENT LABEL IN A V15HLE PUCE WITH WARMING NOTE DURING PERIODS OF 14URMCVZE WARNINGS HOW ONAGER.TFNANr,CR DINERS MUST PRoPERRY LY.OSE ALL HV AND HD C'ENTEMATS AND ENGAGE OR LOOK ALL HV ACT No LOCM AREA 4: W WINDOW B a t1�ON Y 11.SUI ER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCAWN AT ACCORDION SHUTTER IN AS:OROANCE VAIN SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL 13E INSTALLATION DETAILS.METAL SIUD WALLS SHEET 20 PLACED FCR EVERY OPENING.UBEINO To COMPLY WITH SECTION 1710.8_2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORO)"SHUTTER SYSTEI'S INSIAUATION SIAL.COMPLY WITH SPECS INDICATED IN TLA$DRAINING PLUS ANY BUILDING AND ZONING REGULATIONS PRONGED BY THE JUW$OITDII 11NEERE PERMIT IS APPLIED TD. 13.(a)THIS PLED.PREPARED BY THIS ENGINEER IS GfXQaC AHO DOES NOT PRONOE INFORMATION FOR A SITE SPECFTC PRWECr;..e.WHERE THE SITE CONOEKTNS DEVIATE FROM THE RED. (b)CONTRACTOR TO ISE RESPONSIBLE FCR THE SELECTION,PURCHASE AND visrALARON INCLUDING LIFE SAFETY OF THIS PRODUCT.BASED ON'THIS RED.,PROYOED HE/SHE DOES NDT DEVIATE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDTIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CoNiPACTCRt RMPONSIAUTY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)IMS?.EO.WILL BE CONSIDERED INVALID .:N:S. LID IF ALTERED BY ANY M (d)SITE SPMU X PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR A3RCH/TECT WHICH MLL BECOME THE ENGINEER CF RECORD(EO.R.)FOR THE PROJECT AND", W;LL BE RESPONSIBLE FOR THE PROPER USE OF THE PEO.EM'GNEER OF RECORD,ACIDNG AS A DELEGATED ENGINEER 70 THE P.E.D.E=N EER SHALL BMW TO THIS LATTER THE SITE SPECIFIC DRAV'JATS FOR REVIEW. (e)DFWNAL P.E.D.SHALL BEAR THE DATE AND CRO:AAL SEAL AND SISNATURE OF THE PROFESSgNA1 ENGINEER OF RECCRD THAT PREPARED R. 111 F FLORIDA BUILDING CEDE(Han High Velocity Hurricane Zone `A,40,J( A.1lj%eiiA- Q 2015 CASNEdN METAL SUPPLY.INC. �P....•••••. t/�- BERTHA HV T, '••,v. TLA Dr- I�LTE O ���. ■ ■ Accordion Shutter System H.V.BLADE#1 Wj CR W/O KV.WPDOIN R ADE American Shutter Systems Y aLsaemax GATE CRA114 BY: MJ_ ELF TI R.N TESTING k ENGINEERING CDLIPANY �O 4Rv. T rO,F.,..�':�`� cm lt.K.SRA.$C.Stu 3M.l=-NA GIRD ..nopbk J31 AS30C)Q}�OTs 1nC. 7 Oi.O 11-192 4/13/I5 OUC: 4/;3/i!. -`A'rr1•L•V�NR`-,-«�ti-� r-.:(S05)M1-1530.Pox:(305)87+-1531 4768 Westrocds Drive z DRAWING No �`�` ''G � West Pofm Beach. FL 33407 3 ,,As/Q•'•••••••CjA,A, EB- 0006719 15-085 v NAL ISN \A WALTER A MUT Jr,PE 4 P.E. SEALJS�iB }LURE/DATE N1aRw y"'67 5 SHEET 1 OF 20 �. X1 ran"ON CVO[� C . VAR!ES 1.916' 1,491- .02 •� :g=7 .02 I 14. 1 4.m* I Hy 01 ID 81 AgE N 5 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT$ 5458179 •' QUALIFIED FOR USE W/ HV BLASE ®HV DIRECT MOUNT IiV BLADE 1 1�A HV WINDOW_BLADE- 6005-15 ALLOY AND TEMPER QUALIFIED FOR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19BLADE ) .r' 1 6063-16 ALLOY AND TEMPER 124• 6063-T6 ALLOY AND TEMPER �. '065• +� "e 7 2.670' 5.556' fl (TYl�•1 7 7.. .._. _ .934" 1060' t 7.6' `� 72 I 842 �' 4 7' I, �^ A15' 2,92' 1 16ADJ. HV ADJ. ADAPTER Wf UP `' 12s�0071 / �HV WALK—OVER TRACK OUAUFIED FOR USE'W HYBLADE QUALIFIED FOR USF. W '• 3 30'TRACK /iIv 90}{V TRENCH TRACK 6063-16 ALLOY AND TEMPER BLADE(i1 OUALIFIED FOR USE Wf FN OUAUFlED FOR USE W/HV 6063-76 ALLOY D TEMPER 00DEC�ONLY. ` HV RAINGUARD BLADE 70 0063-T6 ALLOY AND TEMPER OUAUFlED FORU W/HV 5063-T6 ALLOY AND TEMPERvARTS 1.936' BLADE Y r,ta5' V-M 1.939' 6063-T6 ALLOY D TEMPER 1.977 � 4s� OSS' 063' °oi .063' ' USS' .093' loo- 11 De ...p e„II 570 6 670 670 -1 n l'.9 HV HEADEV-SILL Q HD CEILING HEADER SILL -_srb — !IFl BLADE T ONLY, QUALIRED FOR USE W/ HV Bt AD'(1�ONLY (� 6063-T6 ALLOY AND 7EMPEft" QUALIFIED FOR USE W/ HV BLADE(D �4 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY' SEE SECTIONS FOR VALIDITY. QUAIJFlEO FOR USE WJ W6063-T6 ALLOY AND TEMPER � 6063-T6 ALLOY AND TEMPER DLADE�ONLY. 6063-T6 ALLOY AND TEMPER A.. I COMPONENT A 0 77 72 X Y t kMNYnOtt Y i 2' X0.125' 2• S'MA'1.I 1/8" IJ6' 1(8� 2' 5'M&.I0:192' 0.192" 1�6 SIDE ANGLES I �O CORNER POSTS OUAURED FOR USE W/HV �-ALUMINUM ANGLES —IT 19 2.5' 7'MAY.I0AW D.t9D" BLADE - OUAUFlED FG3�,,USF. Yl/HV { OUPI7FIEDB�EFORUQ W/ FIY LA 6063-T6 ALLOY AND TEMPER. BLADE(I ONLY, GO63-T6 ALLOY AND TEMPER 2' S 7C MT.I 0.139' 0.131' 6063-T6 ALLOY AND TEMPER I i [IRDA BUILDING CODE(Hon High Velocity Hurricane Zone p;TIL(jj`17.,� 0 2075 FA.STERN METAL StPKY.INC. P� = A S A BERTHA T y = I L ECO 1■�. , ■ ■ ■ KV Accordion W1 CRR W Shutter WN"N stem American Shutter Systems Ir.E. TILLIT TESTING & ENGINEERIND COMPANY yITscPw110" I aA1E oru^n Do 3/DF6113 KN.=,.e..0<. AssOCtation, Ina. , an 11-Ts2 yts/15 uvT 4/13J15 S?AjE iu aPtgtrc:(36 516 71-7 5 30.Pct:(Je5)877-9331 t Pal W Scoc , Drive 2DRAWING No •-� xam West Palm 3cOch, FL 33�t07 3 1S—O8S slOyA` ``• MnRA TUIT J.P.E.91'12+/�iIGT�NtS k/DATE SDA G.a+4:67 6 SHEET 2 OF 20 4. 8 9' 4.576' 749' 4- - (z m t V• SEA ib3l8.745' ! fW] M. RD� Dm Nr� az m 1 = t J. .3t6 La ((,oewE (ocmuc°P.Ap 1 `'• ) ® HV EGRESS LOCK OUAUFIED FOR £ 1 & ONLY O ,) 1673" US£w/HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER IL ED FOR USE W/ W GLADE & , ONLY BLADE+.!/&®ONLY. BUAEQ&(9 ONLY. 6061-T6 ALLAY AND TEMPER ,[,,1 V ORNER-CENTERMATE � LJRED FOR USE W/HV BLADECI f ONLY ,a- 74" 6063-T6 ALLOT AND TEMPER PLASTIC RPlD 76" MOLDED,0` ,.)k' 2• SCREW F J6O'Af7TR RMTINC 1/4»9-20 x3/4" 114"0-20 RIVNIITx S;5. THUMBSCREW j2p.074' 131M" *SMM 94"A oar"(=4-U ALAIIAR E. M'N.E MCI WW CNDWAT .ARTPAFA'LPPDrf tOM WEb�A,p3.TDF U7M4�Ce CCCUU L 1�NfiGa an"S10N IAV MALE " " � HV 'T' LOCK HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE(1 ONLY R� HV FEMALE "T LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADEOONLY 6063-T6 ALLOFOR USE Y AND TEMPER` `"� QUALIFIED FOR USE W/ HV BLADE MONLY V/H1AV1 LLADE1ONLY. QUALIFl61ADE(DONLY. 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPS 1.917 1,817' },767 FIX2 /�L�pl� TNUMESURN �..063• ' ,fry t'-.nl--j, CYUNCER OR \\W11[✓'// KEY CYUNOER .214'.- .063 .,OGY-3t4' -�� • c - -rS• .545' �a o 75 HD CENTERMATE Wf NOLOCKI G ROD ° o " OUALIFIED FOP. USE W/HV BLADE(1)& OUALFlED TOR USE W/HV BLADE 1 &Ja I _ . 6063=16 ALLOY AND TEMPER149 i5 , p1 6063-T6 ALLOY AND TEMPER a VARES,12•MA'. QLIALFIED FOR USE W/ HU BLADE/t & ( V4.4-»xsae s/ea-le t,30• 6063-16 ALLOY HAND TEMPER i f _ActTAt 7NlAt£Sti'EYS tl/2' , I rcrta+D_R (SM REr4ss) 1 1)° al KEY CIUNDt7t 1.76'No.. LOCKING ROD _ ,/4 m ® HD LOCK BY EN QuAunED roR us W/ )(v BIAOE HV 1 4 0-20 AISI 304 REGHARDWARE MORTISE Locxs s00,Taes z NDox IDLocx 6063-T6 ALLOT AND TEMPER 56 FiV 3/8"0-16 ACETAL J 1 p Q'IINSTALLATiON W0.L REQUIRE A 7/L6- HOLE 'SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/Hl BLADE 1{J&le�l t�A O tlLEO AT TRACKS FOR PRO?F1L EIdBEDMENi gUALLFtEO F D L n BLADED QUALIFIED FOR USE w/ tN BLADE TQ FLORIDA BUILDING CDDE(Non High Velocity Hurricane Zone SAA- '. iry� ©2015 EASTERN METAL SUPPLY,INC. `� BERTHA HVTM ��Q��•���ENSF''9 �UEC O LK A. ■S■�■ Accordion Shutter System : H.Y.H.ADE#1 W/OR W/O KV.N WIN HALE American Shutter Systems CV.Mar >,� DATE nP,,N Ur. M.L TIWT TESTING& ENGINEERING CDMPANY ST (L As3aCiatlona Inc. t OLD 91-192 4(11/15 OA2 0/13/15 gsss k 3: ss a xis wc.users'ROMA IW�,. 4268 Westro°ds Drive 2 ��-`•�t�... Phva:{SCSJd71a Ult Fee:(}05}971-t337 D�AWTNG No ...........NW, a-.:+�ED-000719 _�719.Pan West Polm BeOch, FL. 33407 3 15-085 /p,,,SIDn .1T11AQ Wk'.0 A TULTf 2r.P.6. 4 nARVA lit.1 44167 5 SHEET P.F.. SEAL/SIGNATURE/DATE 6 1 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR a/a' HV 10 HV R t2'UIN. CE Q HV BLADE f 41 ! i TO etADE ® HV BLADE IAMADn\I I i N+w;naau,[7130[ .ociS �a,,rM x_, A51S .Opz;i' HV LONG RECESSED NYLON BUSHING POOR '-pj II INtsnaE 'o OPEKV ' X62,..1}673 Y ® 3s N ^ t>�� (rm) _ f O.C6 ' HV SHORT RECESSED NYLON BUSHING a 473 SII �® HV NYLON HAT WASHER ci1.@ HV WHEEL CARRIAGE AISI 302-303 SERIES `r_S 4 ,Pr2 5p' X 0.870z3/i6'T1tlCK NYLON WHEEL 3 -U "+' 2 71W UK IN x1N00rr 0.188'0 AIS1 302 SERIES S.S. RIVETS 3150 SEPI ON u ea75W i BEiwrsN .0627 1.0525' ® HV 1 3/4' ACCORDION PIN W/ �8 HEAD EXTERIOR (J� pPr�i t 5 3rdElcs:l``9"-''s HV 2 3/4'ACCORDION PIN W/18 HEAD * -� 41' 7,5' �� •� a •7510" 1 CLIFAq ® POLYCARBONATE IMPACT RESISTANT HV WINDOW j i g 'r ,' jil TYPICAL HV WINDOW BLADE AND POLYCARBONATE W WINDOW DETAIL ©OR Q� d or 4�3 n rv.T.S REOUMEEuNOT£ENTSS)) i j ©OR® I *POLY $)NATE IMPACT RESISTANT HV 1VRLDOW f I BAYER A!AICROLON 3103 POLYCARBONATE cE RESINS, UV-STABILIZED GRADE OR SABIC Hy IN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO ULMF ec INNOVATIVE PLASTIC LEXAN 103 RESIN I � I DOR® ` I ! �.) (SEE NOTE 'F' ON SHEET 19). o _ i (�� (1) HV PIN 0 SHALL ALWAYS BE USED AT ALL EXTERIOR 3� N i ) BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O OR i j "� I I POLYCARBONATE SOURCES FOR HV(9 BLADE. 1 EXTERIOR TYPICAL SHUTTER ASSEMBLY � Maw" m� (2) HV PIN k@' MAY BE USED IN LIEU OF 0 AND ONLY AT Exloa EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wj HV 1O 0032-•— (SEE N KNUCKLE. arae (SEC NOTE FOR 3KCs1C aww.tt Atn arvz oeq n/i,f ao.3 m/rC BLADE WHEN CORRESPONDING TO INSTALLATION '11", SHEET 7. � eEousREv[Nis) - --"' TYP I : ILKA:imp Mwl [*Sd VAW Pat 9.500 P..k { i !iD>lP.+1..51RCN4l.+A T£ll1 ASiY taPO eTSm P+E exAW P.A �'�s (3) HV PIN @ OR C:'W/ 1/2* O.D. 1/16" THICK S.S. WASHER �/g 0 y I iirnm�"COMW �„a,PP 30=w� a,,Px ws SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. Il, '-� { neecx SHEET � �� AS'Y ease ie Fr-mf n rt-ems FEELWHEEL CARRIAGE DETAIL ¢°¢0°" 'r 0=5 "2= a" ASSEMBLY LAYOUT aA1C c slr»c A"V-V o-1011 011 OAM ' ear Aia5P1 un DIM +Par oeo r ttranr Am ciss nw= era:I" ssa P. IHV BLADE SOLID �C (A HV WINDOW BLADE DETAILS amsSN¢ssPaea.amme.e Ain as walwi AaroP.E FLORIDA BUILDING CODE(8on High Velocity Hurricane Zone b 2015 EASTERN ULTAL SUPPLY,INC. BERTHA HVTiA L�ceN Accordion Shutter System A.S.SAIIIIIIIHv.aacE 1F1 w/OR w/o KY.WIrooW BLADE ST �JJ = American Shuffer Sysfams tM Nd Mil DATE I DIUWN Ry: w. TILUT TESTING & ENGINEERING COMPANY AssodflInc.aon, + 01-D 11-192 i/13AI5 OAtE: 4/13J76 O, ATE pp dm Rn.sw r s.=07m—vmad.RIMA nit! (305)371-1530,Fa.:(N5)871-1557 4268 Westroads Drives x DRAWWG We ccdi••.ORiDi+ �,�' a-moi:!0-0.0— West Palm Beach, FIL 33407 3 �s/�rVA1 L E+`�C'��•�` wu.�AL rLwJ1.P.E, + 15-085 P.E. 9I�L/BiLT1OA�URE/DATE R0�6 f 44 67 s SHEET a 4 OF 20 iNOTES ON HV LACKS AND CENTERMATES: A D C 0 91 Y N 5 T 0 E9' • -ONE HY LOCK @ or SFAl1 8E USED AT 1/2�SHUTTER SPAN FOR ANY SPAN OR 1 Y A80VE ORB OW 2 OF SHUTTI N SPAN I4 SPANS UP TO 105;AND FOR DST TFONS,LIT ANY ELEVATION.FN LOCK o[ MAY BE USED AS rN INSIDE OR OUTSIDE LOCIt,ATTACHED 70 Q.7� 1 CENTERMATES W/(2) 1/4'P-2A z 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SHALL BE AS INDICATED ON O_uQa TYPICAL SHUTTER ATHDN. 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV �°' LOCKS OR(/ MAY BE USP:D AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERNMES OR SFLLLL BE AS INDICATED ON NOTE(1)ABOVE '-"GvY• LOCA ON OF LOCKS SMALL tE AS IN TED ON TYPICAL SHUTTER ELEVATION. JH 0DINDITION CDN09M Al OR UM II �2�N.V.Lmctt:LOCKIONLYNG RDV404()S ARE NOT REQUIRED A7,.tfURRiCA.NE POSfDON,BUT MAY s •c� 4 5 g6 Da�yO,_ .�• �a® BE USED IF DESIRED 1D EHFWJCE SHUTTER PERFO CE.LOCKING RODS OR AN ALIERNATN£DEVICE MAY ALSO BE USED AT STALKING POSITION (NON HURRICANE POSITION). 3 { 4.N&MOATORY C DR10N ft ONE FA'LOCK 4[ •t@ StINl BE USED E CORNER CTTSIERLLil FOR ANY SPAN a AND MSTALIADON5 A7 ANY ELEVATION,HV LOCK fly or®SHALL BE U$®AS AN QI7TSICE OR[NSIOE LOCK, ATTACHED TO®CORNER CIIHTERA4l1E w/(z) 1/4 0-?A a 1/2•LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS xae� AT TOP h BD M SWILL BE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUNTER ELEVATION. MAXIMUM SHUTTER SPAN SWV1 BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 125. . i •ONE ALTERNATE FHV LOdC MAY BE IN ULU OF HV LOCK or FOR ANY SPAN AND ItiSf llOhS AT ANY ELEVATION.ALTERNATE LOCK 0 CLAY BE USED AS All CE OR OUTSIDE LOCK.ATTACHMENT OF 114'0-20x3/4'S.S.THUMBSCREW TO @ OR @ CENTERMATES STALL BE MADE W/1/4'0-20x3/4'ALUM. / L ,g x j v N�► RMNf AS SHOKN ON SECTION INE.SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SIRLTTER SPAN OR TWO It LOCKS AT 1/3 OF SHUTTER SPAN. 6.L!AvOATOR'Y CONDITION J3 FOR KEY510NE.MIOLR±RN0 lrTALUKIMNS: ONE HV LOCK or '`or®SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR FM 1/2 OF SHUTTER SPAN FOR SPANS UP I TO 98'.AND FOR iNSFALLATK1iS AT ANY ELEVATION.HV LOCK 6 or Q or @ MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED TO eor @ SYMMETRICAL CENTERMATES W/(2)1/4FI '-20 x 1/2"LONG AT HEAD S.S. SEE E7:1-- MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ L� CONNECTION j OR Q7 TOP MAYO BOTTOM IS COMPLETELY 1, N00TORY. OHEETS 10EThLS DN D r [ N I J K I- tl 1v// -„P 0 • Y Y I SL KE TVP.rvLL " *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1 CENTERMATE !;ONE ALTFRNgTE Ery'I'LOCK 6b MAY BE 1NS�N.LED W LIEU OF In LOCKS OR FOR ANY SPAN AND INSTALUTION AT ANY ELEVA1KkI.N.7�RNATE LOCK USQ MM1Y BE USED AS AN INSIDE OR SIDE LOCK ATTACHMENT `y v� O O•�•' OF LOCK®INCLUDES USING RENfORCWG LOCKER��7,AS SRU'NN ON SECTION LAG.SHEET S.WHICH MUST BE CONNECTED TD CETSTERLMTES AND W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' •�• O•O✓•v^ WWGNUT OR W/i/4'o-20,:1'SS.N:S.INtp A 1/4'Mc 5j8'RMNUT LOCK MAY BE INSTALLED AT MIOSPAN OR 12' 6 7 oa 6 7 a !LAYS Pt1M A RND BAOYi MIDSPAV.USE OF TWO LOCIONG RODS d T0P AND EOTOM IS MkiDATORY. 8 • m l(9}• 3«�•�S�C •0 *NOTES QN HD LOCKS & CENTERM L 9 MAYBE USED IN uEu a 1. D lffCl[LS!W!HD Cf'MERUA7fS 3 OR 3 W/(3a: ONE ALTERNATE NO LACK � TYPICAL 1 HV BLADE SHUTTER ELEVATION Hv LOCIS OR TOR ANY SPAN AND INSTALLATIONS AT ANY DFYAr"L ALTERNATE HD LOCK J MAY BE USED AS AN INSIDE OR OUISUK LOCK.ATTACHMENT OF HO LOC QI TO Ls w/3 j8 x 3/6'f.N.SS.IA.S.AND INCLUDES REINFORCEMENT INSERT 0 AS SHOWN ON SECTIONS HDD AND HDC-HAC,SLEET 10.LOCK MAY BE fNSFNLEO AT MLDSOAN OR 12'MAXIMUM BROW OR ABOVE MDSPAN.USE OF LOCKDi,^.RODS @ S COMPLETELY OPTIONAL IFLORIDAG on High Velocity HurriconeZone: 7J�li• 1''.2075 EASTERN METAL SUPPLY.INC. BERTHA HVT„ ��cEHSF S S A Accordion Shutter System • FLY.El ADE#1 W/Qi W/O KV.k9N(X)H RACE American Shutter Systems [,, DA- DRMN er YL - TICCIT TESTING & ENGINEERING COMPANY Association. Inc, t OLD 11-192 4/13/15 OATC a/73715 p. STATi DF 2 I sa:s N.Y,—lL.--�AR:vTA C4^STAs.norma u1 ��[� T�:(=)671-1530.FC[{(305)371-16A 42&8 Westroads Drive z -� j fl0 1U�:"� DRAWING No Ae \�' �� •- : OW67 West Folm Beoch, FL 3340: s 1, IONALE��.�` w L1m a TUJTT'�.PS- H 15-085 P.E.'SEA)� !f3i:il�aRE/DATE FLDR'�Lc g ulcr 6 SHEET OF 20 vFa PPOUREDCONCIMC Ah.11GR.S ♦ ....1._. i N11,a3ouemol -0 CONCRETE (SEE SCHEDULE ON SHEET 13) LA a 1 OR casmc 1 t , MAM =30Qww REQUIRED F.... I n rat VC. ' 41755---I '� vTcs3 n) s EDGE of ; a 9RT/a sot SLAB V 0. CVSS�i au.Lsma�T 'i �4 `-Can+,A OnSINGAlw;o r KAxmrm1 Taqc` i. �_x i. EXCTIKG Ii 1' ANCHOR LOCAT 9_ ii ) 11 HEX WASHIDI HEAD OR 3 1X115 3/a•�imT. TEx scRE11s 12.Ox. � EDCE OF 3/BtTD —CRETE ANCHORS I 8 IT l6 . ]O-L-- (SFE SCHEDULE ON SHEET 13) I I APPLICABLE EDGE OF EXICIRTG i \:` �• SLAB IF CLASS--. CUTE�__, 11/ APPLICABLE SLAB IF 1/2 L EDGE IF , laK Tr/FRaal APPLICAME 1 p 52AD 6 . APFtITAME POURED / POURED RETE FLAT HFlO CONCRETE ANCHORS CONCRETE L DREQU (SEE SCHEDULE ON SHEET 14) —t 11 m111a mr0 RED a:am log " 1 OR POURED ..........._.._ REOUTATA FLAT HEAD cotICRETE ANCHORS 1A1Sma� P.EDUAM a D. — 0. c L�u�°K SHEET 11 .TRENCH INSTALLATION VALID ONLY FOR UP TO+70,-75 PSF A.S.D. Q HV WALK—OVER INSTALLATION DESIGN PRESSURE RATING h FOR SPANS PER HV FLOOR INSTALLATION t © HV CEILING INSTALL eTION SCHEDULE®3'S'�11 (SEA„7SI ANCHORS . (SEE SCIIEDISIE ON tN 94Si 110 w sM) z 1 1 FYSSLL4G SLLM 15) 1/4.0 R DRQ O-, "SING E),T'STIetC---i TD°1x0UaY m 1/a 0 ToiIIS I 1 CIA55 ` CLASS ��oo ua w sm>.! 'I'_ .�.0 CIA55—, ...I. ..._. r vvsDls luxols wvoars>r/ ' "- �m o.,yy 1 3/4'Tara n�uexr o e• . �p a ac FOR w Do m-r swa a o ,� 4V_e UP To l anr-7 f l 4/aNTf A rwn IN sA IIID `" pw.7{sg NGfE tt ON sT[Y7 11/ 1/2• e � © D• „ v-- I /1o■/i'HEx » 1 n31UMRAnS) 3/6 �{(MD. 3 m 1 i Nw. �01 TWEHSCR � i.coxr,srturR—.•""�S, 71,/x... ` ._._I EWS O 12'O.C. 8 1a]s HEX P.DD /" 3J S ; .—_........._. t T g• I 1. { Y/ _ #14.3/4' /g' _... 1�1 1"•a.•,. '.•%+L�•:.,''•• tI4'MMaJM NNIS sE1c SCREWS O e'O.C. -- 5OR 1/i'6••20 SS.MS. COHCr<ETE H:CHORS - 6 -O / 9'Q C baa. I• " o YPJ NUT V 9'O.C. (SFE 54TETAAE ON 1/2 I` 1" --7' 1718 18 1/2.. 1•_ t7 18 1 ri 2.00-i'w-<. I STfEET 1 a) I •.� �. �OaoslvcT�o,t ST R4M� EDGE Or . u. 1 718" 1 7/B" ' APPUCAF — /54w1/4'F.H.SDS. • ;lIQ7. • RFOvz?o `VB IF �I 9'O.C. �'• : 2 NVIID rnMTC -CONCRETE ANCHORS „E NOTE 13(0) 1 E NOTE 13(b) .D Fa%If1W C�p!X;RETE (>+�`SCHEDULE ON ON SHEET 1 PITI}P.- CONCRETE ON SHE". 1 �'•a',•'�-'•••_•:. S p._- _a....,_ CR CO!KRETE BLOCK SHEET 14) CONCRETE BL= - �`"-- REOVIZED art CONCRETE KEYSTONE MOUNTING INSTALLATION pAnOtte POURED COX.RETr— (� HV WALL FLOOR INSTALLATION © HY WALL WALK—OVER INSTALLATION A"��"��SPµa°-W$ J GUARD INSTALLATIO —---- t THIS DISTALLAMN s 14u NOTE FOR CQ4WNAION OF CFCTK71c, L�� NCE RORNAGM WHEN PERFORIJI-SEE SHEET 4 FOR Tii'ICAL SHUTTER all SI It-ET S3) ADUACENT TO AN OPEW3R.E FRIT O SEE UMrrADO.Ns Or USE TOR ASSEMBLY OR ENTRANCE �. '"°"5I1EET 1B INSTALLATION DETAILS W/ I HV BLADE 2-MOU""Nal SECTIONS CAN DE COUSNE D "—.."•...__..............•...— w HIY WAY TD swr ANY INsuLEAnoN. FLORDA BUILDING CODE(Mon High Velocity Hurricane Zone 7!(��To, 0 2015 EASTERN METAL SUPPLY,INC. �CENS 7C07, ERTHA HVTM �IL EC. Accordion Shutter System Kv eu gI W/OR W/0 KV,WNWN MADE American Shutter Systems , DAR an,R, „� TATE DI: .;w T)W6c T TESTING ENGINEERING COMPANY Association, Inc, i OLD 11-142 4113/15 D5n. 4/13/15 A7:..NSA 3C.9 sl'S' 3=VM41'A GiTkTtS.Rd"ISA 331 Phw :(x5)871-1536.Fax:(.165)871-1531 4268 Westroods Drive 2 pR,WING No West Palm Beach, FL 33407 3 15-085 �`�ri,�lrJNALti�.��`� WALTER A TILLR a.P.F. 4 P.E. SF 'f SIGNAI GE/DATE naanA LK.0 4at47 a SHEET OF 20 SEE END WALL C ON SHEEf5 10 do 18 SM Naas ON IOCKMG Roos®,KV LOCKSg a® F6--u-T-1 IN I `r tx sTlNe�IAss INSTALLATIONS W f 1 HV ** O K1FRNh 1N UXX®�SMELT 5, I MW SLACK W.AA INF tS W"D FOR AA BLADE W HV CENTERMATES CF7n17OV.TES APFUCA,�E s>.H�o OR SEEND WAL CONNECTION 10 Q°A®• I�•®a EXISTING CLASS O.O•©aO.O.®p L {�;p,o„/2 252i5u1/9c's�TTu-2 'I ®t/2-•/®tQo Qom/®.®'�®gm'n — C --_.. _._—® --_-•---------- --- __--- G 1/2'3 1/4 7- 7 (`�'s Aon A1L OPPOSING SYMMET- RYCAA+c1E W/{2)1/4Y TAPCON AARs To�CR� 21231 ENTERMATES t, -ne".sa, WHV LOCK VLOCTu AT AH oc.nw IENCWHK �g (SEE ) SC14EDULE 5 * 35* NN �* 3 oN s Frr 1,) A A 5Vr Q��W©•�a®a,o.Q« `� L_ J HVB OUT lo•Q°^G�'��•©°� HVA ©���®•�d�a,o,Qa E,95RNu«HsvC -POW?0CalxaUECR _ 10• sn+c ”®°°�•�"l� ©°"; SYMMETRICAL { 'N �6-� ���-O ® -I- �� c1Ass L� l�J uv.sEPAunxz Q°°11 QJ\cxnu, O CENTERM ES 1, ©.I�gcn�• roCLASs 5 -�-— --- --- W HV 6 (IN�TEOFCR) ® o ©ate o SKEET 11) NW. CABS ,�, t SSU sa ON SHM r1) { � --- ----- -—-—-—- -- — — ---- OUT � GONRS O J •� 1 `ANCNCL2S O , 76.O.C. � I. * 3 VAR-S —* a OUT 9 v2 IUa.SLACK HVE HVF** HVD FLORIDA BUILDING CODE(Ron Nigh Velocity Hurricane Zone ����.��ti41A 1 Tt(Cij'✓ ®2BE TNA HVT,, Cc+ A S A Accordion Shutter System ■ ' I L �+O IM C. ■ ■ ■ KV.MAX#i WJ CR W/0 KV,1WDW N MALE TiLLIT TESTING& ENGINEERING COMPANY American Shutter Systems DUVWMR DATEaA.��._ � o: 4TATE OF '�= is nx.Sem a.s M.,e rc�,ew— f:Q' 33: Association, Inc. oeo t,-tsz t/13/16aAr: t01a/,s cu prone;CAVI-1so.Fax:(3W)VI-1531 3268 Westroods Drive 2 DRAVIING Na O R IOP = utee0000.cvn West Palm Beach, FL 33.107 3 o� .• ®-99719 15-085 ��rccsS.o,N�A.L..ti�j1\`� "RORIA tkp 44167 5 1 SHEET P.E. `CA1,fja{tifipil'Jt'2E/QAiE 6 - 8 OF 20 POURED CONCRETE POURED CONCRETE RED CONCRETE POURED CONCRETE OR \ OR TE OR CONCRETE OR CONCRETE CONCRETE CK WALL flEWIR� BLOCK WALL BLOCK fEOV6ED BLOCK Wall REDUJHED " / BLOCK WALL REOUDED ERST NG GLASS( •^-pOSTiNC CLASS CONCRETE ANCHOR DUSTING(LASS •� / -" .._" ) _ 1 Y Y.IN - FO�INC GLASS 0 to- 2"6011 TO CLASS(SIE LGL SUVA-Mw EA EC 70 GLASS((SFE 1�BADE� aN �A(SEE � TO G.&S5(BEE SCHEDULE ON SEER 1/1G-x3-MAL. ON%LET 19 TOR SCHIM11 I ILLE E C"QMD CET SOiDUIE ON SHEET 11 FOR wac(D•O (E'A63-T6)CONT. MODES Z, w SEtN m DA 1/2• 11 TOR SAVE�� ON SHEET 19 FOR ALUM.CLOSER (LOCATE AT \ e1AasO& ETHER 5RIE 1 EIADES(D&® PLATE(LOCATE 1!z• aARtEs O a Qa Oi At EIMER SIDE 1/7.•MN. - OF& �.— ( 4.USE 1'OR 2•MAK (AS APPUCA8.'E).2•.1/6•.0•-2• 110x1/2•SA/S. I _—_ ALVAONUM CLP ANCLES. �1 0 16,DC: ---- 1i 16'O.C. _—_-- (6063-T6 ALLOY)AT AHCHEIGMfj 4 (1)d1CA1/2•s.iS,tope 4 (2)1/4.0 TAPCONS ANCHORS To Tj SEE DETAIL X rOgA WALL AT 1.O.C.(LOCATE AT 1 .DR SIDE CONNECTION ��OR EITHER S aro) 1 OR ll� SES QEFAA x rOR 1 OR To 1RACKS SIDE CONNECTION ®.®.�j.8 •� SE'E OETAT.X rOR 4 a. .®� TO TRACKS n 6•7 n e D• SIDE CONNECTION -Q�°'�Qj n a ..ffl'�aa ••�•�- ma�yy,, (�_ ®-" 0 ®-®•'l3'©•�- TO TRACKS f�.- ®•®-®•moo•®- ®•®-®•�-®•®- a. . . .� o•®-®•®-®•®-®•® ®n E 0 a 3 SND CONNECTION DETAI TAIL 4 END CONNECTION DEL 1) END CONNE4CTION DETAIL 20 O 4 IHLLII(3tED OKY FOR SPANS CREATOR TFVN 12'-0• POURED CONCRETE OR &1/2 Ex:SONGH%ASS CONCRETE BLOCK WALL //'- �'G 4 4 q�(.� REO 1i I, � $1 O 16`O:C. 6IN.BFFPRn71aN 1 / a b__--.__ --------- TO i (1�{1�p�•� •111 EME O1Em Er CO: //2'M.N. TO GLASS D =-- ------ I ---- `® til- �)'� Q7 SEf]19 FiFt NHCHCR O 1 MADE®� ® _ _ �� 0-�i�c EtMESa)aQ) 12.O.C, 5 RAMS a)&p � - - CIR@ 4 L) OR 2•MIN. EO 1 SEE UMITAT.OHS Cr USE FIORR)ELIC•.-©ON SHEET19 @OR@OR(9OR@OR� VIEW1 OR (9' DETAILPOURED CONCRETE OR ®- , ®- LLATION CONCRETE BLOCS WAD. 'E41'IRED O O�o�An©,�©.®- 6 7 6 7 ©n0 O ®- 1 HV BLADE OR I& HV WINDOW BLADE INTO ®•�.p.®,p.®. CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL Q ®�$-®Via®d�-® A E D CONNECTION DETAIL 6 Q --N � °'�`® FtORDA BUILDING CODE Hon High Velocity Hurr2cenH: Zone 0 2015 EASTERN METAL SUPPLY.INC. �\ ........ T 'o _ �P'• \GENS•'•�?'- —�--��.... BERTHA HVT14 _ - _ TILIEC��N�. A,S,S.A. Accordion Shutter System liv RADE#1 w/CR w/o Kv.WNoa+r a,+M American Shutter Systems IKSCA, M DATE ORM 1m ML • - TILLTT TESIING k ENGINEERING COMPANY STATE OF iC nsa M.r.sew :..]Ca•V2=" y1 Association, Inc. OLD 11-192 4!13/15 w e 4/1a/:s �•• FAw+s:(SDS)aTt-153J,Ras:('AS)a7f-1331 4269 Westroads Drive 2 ,c�. •G1� e-m-OOD"s�'I"a' West Palm Beach, FL 3340. 3 OWidTNG NO •.• ZZONAL DRI �� ' 15-085 •NAL '�. WALTER A iLLLir Jr.P.C. A A„A ,I.� P.E. St'}'9(d1VA1CURE/DATE Finw A u.1 uta' 5 s SHEET 10 OF 20 SCHEDULE 0 SCHEDULE A2 SCHEDULE Y3 MAXIMUM SHUTTER SPAN 7+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' "MUM SHUTTER SPAN*'L+' ""--"'--' (ft.). FOR INSTALLATIONS W/ OR -L-- (ft.) FOR R 'L-' (it.) INSTALLATIONS �T IAf WN LEGnA NOTES MATES 0 &Q or or INSTALLATIONS W/ CONCRETE& WOOD (1)L+:IWIDIUM ALLOViABLE SPAN FOR A GM W/ONE H.V.LOCK ®or(p or or 4, W/ONE 1N LOCKS MANSOKY POWAE A.S.D.0MGN PRESSURE RATING. HD LOCK �,X W/ NO LOCKING RODS or ONE HV LOCK or A or L-:MAX.ALLOWABLE SPAN FOR A CREN NEGATIVE CENTERMATES & W/ONE HV W/ NO LOCK? G ROCS OR W/ NO LOCKING WALL. A• B, C.D. E. M, N. 4. P, O. A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F. K&L R. S. &V. LOCK®W/TWO LOCKING RODS®TOP& (SEE NOTES t.tt) (YAM FOR MOUNTING Qt (2)PROCEDURE TO D=MINE WWWUM SPIN FOR BOTTOM SEE NOTES /r�� SHELT 7) FLOOR/CEIUNG G. H, I. 11.J T, U. W &X WALL MOUNTINGS(TOP/D0TIOM)OR FLOOR/CEILING: CONCRETE&Wool)INSTALLATIONS W CONCRETE&WOOD CONCRETE MOUNTING & M ASAL4 �0 17 ,trap - pgT7yyAry,F1,•S GKN A PQ57RUE A.S.O.DESIGN PRESSURE RATING, MOM WALL MOUNMIG rLOW/COLING Pf=� WALL LOUHrNG rvXMIAX F:���gpV yW� DETERMINE MAXIMUM SPAN '1-+'FROM SCHEDULE. UOVIING fv+sX OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATOIG, f fw�17 X {,q) nt70RIQ4AY MWNtiNG FtGc AO wxty7tnc n DOLRUIME MAXIMUM SPAN •L-•FROM SCHEDULE. L+ W L-I* i L-iR} L 1 {ST +L-t0i L A{;J L..{N V MAtCM1UM SFI7JTTER SPAN"L+"�1-L--FOR 30 OR i6'-0' 16'-0" 1G-0' 15-0• 30 _16'-0" 76'-0• b IB'-O' t6'-0' INSTALLATIONS INTO WOOD SHALL BE UMIIEO TO FINAL MAXIMUM ALLOWAME SPAN 6 EQUAL.TO THE 35 14'-10' i4'-10• 15'-2" 16•-0' 35 lc'-1D' Ic'-10"_ 35 t5'-2• 16'-10' 105 pof.AS.D.DESIGN PRESSURE RATING. lu pETERMWFD SPAN BETWEEN'L+'AND 1 40 T 13'-10 13'-10' 1C-2' 15'-2" 40 13'-10' 13'-10' a 40 14'-2' 15'-2' + (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 i3'-1' 13'-1' 13'-4' 14'-3' 45 13'-i' 13'-1' 4S 13'-4' 14'-3" 1 fN CORNER CENTERMATE/3 MAY BE USED AT ALL 1COMBtRATON5 IN BEME04 WAIL.MDUMINGS 50 t2'-5' 1Y-S• 12'-B• 1J'-7" 50 12'-5' 72'-5• 50_•, 12•-3" 13'-t• MWNNNG USrAL ATIONS.LOCKING SPEGFICATICN$ W/FLOOR/CERJNC MOUNTINGS: _,.... .. _.._..._-.......,.._._...._, SHALL BE AS IN01CATED ON MANDASCRY CONDITION J2 55 11'-10' 11'-10' 12'-I" 12'-tl' S5 ll'-10" 11'-1D• 55 11'-1' 71'-tt' FOR A f:YOi POSITIVE AS.D.DESIGN PRESSURE 60 11'-4' fl•-4" if'-Y 12'-4' 60 11'-4' 11'-4' - 60 t0'-2' 1a'-11' H07E 15.SHEET S. RATIN,^., 65 10•-10" 10'-10• 11'-1• 11'-11 65 10'-10• W'-10" 65 9'-S' 10'-1' L,+-DETMMAK. 70 10'-6" 10'-6• 1G'-9" 11•-S' 70 10•-6' 70'-6" 70 W-9- 9-4• Lt+-MAX.SPAN FOR WAIL.MOUNTINGMOUNTING INSTALLATIONS. _ _ L2+�IIAX.SPAN FOR FLOOR/COLING MOUftTF.NG 75 10'-I- 10'-1' 1O'-4' 11'-1• 75 10'-t' SO'-I' 75 - 8'-9 tt EXCEPT THAT Wo MUM SHUTTER SPAN'L+"OR INSTALLATIONS. 80 9'-1D' W-f0• 10'-D'- tD'-3' 80 9'-70' 9'-10' 1'AND MA7/MIAA ASD.DF51NG WKSS151E PI1TiM7 EOR FOR A GVEN NEGATIVE A.S.D.DESIGN PRESSURE 65 9'-8' 9"-G' 9'-9" 10'-5' 85 9'_6• g_6• WiTALATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS: 9'-3• 9'-3' 9-5_ i 90 9'-J' 9'-3' 1-CONNECTIONS TO KEYSTONE MOUNTING L—MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 95 —4 9-10• 95 9•-0• B'-O LIMITED TO +64,-72 p.f.AND 8'-0'SPAN. SEE L2--MAX, SPAN FOR FLOOR/COLING NOUHi1NG 100 8'-9' B'-4" 9'-0• 9--7• 100 V-9' 6'-4 MOUNTING OON SHEET 7. INSTALLATIONS. SOS _ 7•-11- _8'-9' 9'-4' 705 8'-T- -T-11" T 10 8'-4' Y-7" B•-7' 9•-2" 7 70 81-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAN IS FOLIAL 10 THE 115 8'-2' 7-3• -6'-4" 8'--it• 115 S'-2�._-'Y-3- SEPARATION TO GLASS SCHEDULE MINIMUM RENTIE.N 'L,+•,,2+:•L'-•AND L2-• _720___ 6'-0' 6'-11' 8'-2 8'-9 - 120-- 8'-0 _ (4)GO TO ANCHOR SCt�IAE W TH FINAL. MAXIMUM 125 Y-10' G-8' 01-0' W-5• 125 7'-.10'- 6•-0' ALLOWABLE SPAN AND NEOA4VE A.S.D.DESICN 730 7'-B• V-S' 7'-XD• 8'-1' 130 7'-e' 6'--ri WIND ZONE MINIMUM PRnSSURE RATING TO DCIERUINE MAXIMUM ANCHOR 135 7'-7' 6'-2• T-9'- -T-9'•- 135 T-7- 6•-r SEPARATION 140 V-5" 5'-11- 7'-7' 7'-6' 140 Y s s'-n' ASTM E-1996 145 7'-3' S'-9' 7'-5 7'-3' 145 -��7-3' 5'-9'- TO GLASS 150 7'--2' 5'-7' 7'-4' •7'-0' 150 7•-2" 51-7• 155 7'-0• 5'-s' 3'-2" 5'-9' 155 7'-0' S-5' 1 THRU 3 1" 16$ 6'-10• V-t" 7'-0' 6•-4' 165 6'-10• 5--1' 170 G-9" --4'-11' 6'-11' 6'-2• 170 6'-9• 175 5-7" 4'-9' 6'-S• V-0' 175 6'T• 16Q 6'-G' 4'-6' 6'-6' 5•-10• 180 6'-6• 4'-B' H V B LA D E L19, 4-6• 6'-7' S'-8" 185 6'-5' 4-G6'-4' 4'-5' 6'-E' S'-6' 190 __6-+�_.-._a'-5"5-5• 1956'-2• 4'-2' 6'-4' S'-3' 200 64'-2•6'-1' 4'-1' 6'-3" 5'-1• --205 6'-:- 4•-,• FLORIDA BUILDING Col(Non High Velocity Hurricane Zone 1111! >Q 2ot5 PASTERN METAL SUPPLY.INC. 155Uf1N1 //!J/ BERTHA Accordion Shutter Sy System TILOECll3. AS S A■ RV.an #1 w/OR w/o H,v.WNDaN aanE I' (-"•'P "• TIW7 TESTING & ENGINEERING COMPANY American Shutter Systems EY• �„N PATE OR,N e,;lbaY./tr. Association, Inc. I OLD 11-192 4/13115 BATT: 4/73/15 MWSM.=N.St,54,'.45.YPOW Gu5EN5,MORMA 331 4258 Westroads Drive 2 --- �-�•-- z- P.cI„:<,7���671-,s3o_Fa:L3o5)s71-Is71 DRAWING No ilkCB-mol:a'tmMvoLcwt West Patm Beach, FL 33407 3 DdP ORF•FC Rl ;•G�a`� ci n�Acr a.t6RE 3 15-085 -00`6719 MS (AU E/DATE 6 SHEET OF 20 kMMUM ANCHOR* SPECIF1CAnONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOOa0IM E C.h N ON 91fEM 6&.7) 1.A4040M TO SUBSTRATE SMALL.BE AS FOLLOWS: POLM E®DCII POLM COMO iC (A) TO EXLSIVNG POURED CONaTETE:(Wn.rc-3 kmy wom QE WALL.S!U.MOUNTING ©CEIUNG MOUNTING HO FLOOR MOUNTING -1/4.0 TAPCON OR TAPCON TH ADVANCED Y ED THREADFORM TMINCLO ANCHORS.AS MANUFACTURED BY LT.W.OI ILE10L(Mn.rem 3 kv) SPAM -1/4'9 x 3/4'ALL PO:IS SOCA-SET ANCHORS.AS DISTRIBUTED BY ALL Powys SCREW.MLT&SPECALlY COMPANY.(M,6.re >3 ksi) (it) %S11 III=ISE FFMM fxw 6rs01 MEXK I==R taekm ELv3110TAIA4 gum - 1/4 0 BLUE TAP Cm CRETE ANCHORS W/CAP As 1dA14UFACD.RFD BY FIDIDOA FASTENERS DIMECT.INC.(MIm re Q 2 I.P1 301401-175190112011601=- 30 40 160 175 90 m TSO 2m so sO 60 7s >aa tm 160 2� TAPMN oR _1/4'0 TAPPER+ANCHORS AS UAI UFACnrRE6 BY PCWERS rASVEN RS.BK'..Am B!s!rseerED BY ALL PWI1S SCREW,BOLT a WEanuY 14 ft O D 8 D e f4 12 10 9 6 8 0 6 3 1 10 7 e D 6 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROYED LICENSED OR AUTHORIZED VOWR REGISTERED WITH THE AMERICAN SHUTTER 9'.SIEMS A�p{TION,INC. TKREADr-ORM7EGLNCBOGY (Lr-rc r 3 k6j 1'4 12 10 0 5 S 6 6 14 12 10 9 8 6 6 B 14 12 id 9 B B 6 8 ALL pOt05 SOLID-SET DR LEM 14 12 10 9 a a 1 6 1 a 14 12 f0 9 6 a 0 a 1{ 12 10 to I B 1 a s 5 B.UC NAP W/riff NOT[5: 14 12 10 9 B B a 7 I4 f2 to 9 tl 0 6 0 14 12 t0 9 8 0 6 6 AI)_MUM EMBEDMENT 0170('M11tED CONCRETE OF TACOH OR TAPCON WITH ADVANCED IFOtF1'DFORfI TECHHOLM ANCHORS ATC!7APPER4 14 t2 f0 9 8 7 53 13 14 12 10. 9 a a 6 6 14 12 10 D 0 8 5 5 Tom+ ANCHORS I5 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. 4.-0. 14 12 10 9 6 L 6 0 14 12 10 9 8 0 6 0 14 12 I. . 0 8 a 55 14 17 10 9 a 8 6 1 4 14 12 10 9 6 a 6 43 14 12 0 0 4 3s A.2)MA&UUM'EMBEDMENT of 1/419■3/4'ALL POINTS SOLID-,DANCHORS SHALL HE 7/8'INTO THE POURED CONICIM :NO GIBEDMENT f4 72 tD 9 a a E 4.5 14 12 10 9 a 0 6 50 14 12110 a 0 6 43 INTO=CCO SHAW.BE PERMITTED.1/419-29 S.S.MACrNE SCREW USED SHALL,BE 1 1/21 LILWO MINIMUM SHWLD STUCCO can.AND /4 12 10 8 73 6.5 35 - 14 12 10 9 1 a 8 6 5 14 12 0 1 SS 4 •5¢t>d�if21016 Or U.Y r08 1'UWWUU FOR WA.LS WITH NO STUCCO, 14 12 10 9 6 i7 8 6 14 12 10 9 0 8 6 53 14 l2 6 5 6 43 1. L4A1C -s42Y t9 la 12 10 9 B 7 a - 14 12 f0 9 0 63 5 35 14 12 55 5 33 3 A.3)IN CASE THAT PRECAST STCNE.PRECAST CONCRETE PANELS.PAVERS OR ANY VFNER BE FOUND ON THE DOSTING WILL OR FLOOR f4 12 10 9 6 75 43 - 14 12 10 9 8 5 B a3 14 12 a 6 45 IS ANCKORS SHALL BE LONG kNOtA'K TO REACH THE MAIN STRUCTURE BETGNO SAA NAll FlNISINES..WC14OMaE SHALL.BE AS IA'OICJ.T I)ON 14 12 93 73 53 U - - 14 12 10 9 8 7.5 SS 4 14 12 a a 43 35 NOTE.Ai)&A2)ABOs'E FOR IlSLV1R%11L5 00,VKfL 510UN0 OR UPS WBIt OR 1WIfDUT METAL STU05 CONSULT 7175 ENGINEER.FOR 14 12 10 9 8 6 B - 14 12 10 9 5 6 6 3 14 12 0 65 S 33 IhSgLIAliRt4 INTO F7F5 WITH METAL sn10$$fF SNRT 20. -3- ..._ ....._. 14 12 10 S 73 6.5 - 14 12 10 6.5 Y 63 4 E 14 12 53 4 3 - B TD D'IEiTiNG CONCRETE DLOCK: 14 12 10 9 6 5 - - 14 12 10 9 a ILS s 75 14 12 10 a3 5 5 4 - O (ASTM 0-901 14 12 8 0.5 55 3 - - 14 72 70 v 8 03 43 J3 14 12 f0 B 7 i 5 33 3 1 1/4'0 TAPCOH OR TAPCON WITH ADVANCED TKRCADFORM TEC NOL=ANCHORS.AS UANUFACTURED BY LT.W.DWI)E(. 14 12 f0 9 a a - - 1. 12 t0 9 8 7 5 4 14 12 10 9 73 0.3 4 3 -1/4'9 x.3/4'ALL POiNrS SOUD-SET ANCHORS,AS Di TRMUTED BY ALL POINTS SCREW.MLT A SPECIALTY COM?ANY. -0' 14 12 10 0 10Z 1 4 - 14 12 9 73 6 43 2.5 - f4 105 7 55 4S SS - -1/4WED '9 BLUE TAP Coxca.-E Ammon W/CAP AS WUFACIURBY RDRIDA FASIENERS DRECT,0C. 14 12 10 J&b 1 7 4 - - 14 12 10 9 7, 4 - N 12 7 7 73 43 - -1/4'1 TAPPER.ANCHORS AS MANUFACTURED BY POWERS FASTENERS,RX..AND DISTRIBUTED 1W ALL POINTS SCREW.BOLT&SPECIALTY N 11 7 5.5 43 - - 14 12 10 9 '.5 4 - 14 12 9 7 6 45 3 _ COMPANY'OR.ANY O H.D?APPROVED LICENSED OR ALrMR=%MJOR REC✓STERED WITH THE Al UMA N SHUTTER SYSMYS ASSOCIATION.DIC. 51_0 14 t2 10 B B 83 - t4 12 10 9 0 8 4 - I4__52,..10 8 63 5 3-5 NOTE' .__ _._...___...- ..t4 12 8•i s SS 4 3 - "9S 5 3 4 3 „ 14 12 05 7 53 3 - - - 8.1)MINIMUM NCEEMBEDMENT INTO CONCRETE HNOI BLOC4 CH TAPCDN,BLUE Th'W/CAP ANCHORS AND TNWFEA+/r1O/CR^a b 7 1/4'AIM TAPCX{N 14 t'2 95 73 6 - - - 14 12 95 B W S -1- 14 12 8 6 6614 - - VITM ADVANCED 1}IRFMFOlLM TECNNOt.Of.Y ANCHORS 6 11. 1J 93 jj.�L 33 - - 14 u 10 5 163 6 - 14 12 6 6S 5 4 _ 9,-0. 14 12 10 9 It - - - 14 12 10 9 73 43 - - 14 12 a3 713 4 - - 02)UNUUM EMBEDMENT OF 1/4'9 x 3/4'ALL POINTS 5OJ0-SET ANCHORS SH 41 BE ENTIRELY EMBEDOA UFO THE CON.-RM BLOCK ND IA 113 73 It - - - T4 tt ] 53 S SS - - 1I C 53 a5 35 - ENBDIMDHT VBD STUCCO SHALL BE PfI01InFD.1/4'-f-20 S.S M4CiwE SCREW USED S1All BEI 1/2'IDNG Wh"MW SAtOPD STUCCO 14 12 B 85 4S - - - ti 72 65 7 S.! 1 - - is10.517 53 6 13 - - DOST.AND t'MINIMUM FOR WALLS WITH NO STUCCO. ITS0.5 33 / - I4 12 9 7 6 43 - - 14 11 ] 93 45 3.0 113'-0'14 12 iD D 73 - _ - /4 12 f0 6'63 5 - - 14 12 6 6 5 4 - - 03)IN CASE THAT PRECAST STONE PRECAST CONCRETE PANELS,PAVERS OR ANY MEER BE FOUND 04 THE DOS"WALL OR FLOM 13 95 4 S - - f0 73 5 4 3 - ANCHORS V L BE LONG ENOUGH TO REACH THE MAN STRUCTURE OEH�ND SAA WALL RNISKM ANCHORAGE SHALL BE AS INCr-K EO ON 14 11 75 SS - - 14 113E 9 6 5 4 - 23 951 V. S 4 4 - NOTES 8.1)&0.2)AE FOR INSTALLATIONS ON VINYL SORA OR UFS W1rN OR WTCNOUT META.STUDS CONSULT TM ENGINEER, 03 B S - 14 12 6 6.5 a3 4 - 13. 10 63 5 1 3 FOR WSTRLADON LVED UFS WUII METAL S7U05 SEE SHEET Z0. i l•-O' li 12 19 - - - - - 14 12 9 7 6 45 - - 14 143 7 53 43 33 - 25 5 _ - 12 9 6 a5 4 1 J- 9 7 43 33 3 CC) Rams SHALL EHE NNsrxm FO2.01tNic ALL OF THE REWUMENDA71CNs AND SPEOntrAm 5 OP ME ANOIOR'S MA'Ntr-NRET T4-PI-'O- 7 - - - - - 14 103 7 SS 43 11.5&5 55 14.1 M73 - 95 7 45 - - 14 f3 73 d S - - 12 9 0 45 4 - _ - (0) SSE SCHc"DULE BELOW FOR EDGE DISTANCE(EA.)YFRA/5 SPACING FUATiO1iR9P FOR ANCHOfLS, 12'-0'" " 1a - - - - - 14 12 6 6'4 53 - - - 13 10 u 5 4 - - - EDGE DISTANCE VERSUS SPACINO SCHEDULE FOR ANCHORS: 13 53 45 - - - - - 11 8 55 4 35 - - - 0 6 4 J - - - - MAXIMUM ANCHOR SPACIVIS ARE VALID FOR L.0 E V4]M'CS INDICATED BEADY/.FOR E O.LESS TTM TN.NDI;ATED•fQDl10E ANLl10R SPALINC 35 95 5 _ - - - 13 95 NLS 5 4 - 05 8 5 f By WULDPLYM SRACI N0 D00M Oto SC=ULE BY THE FOU,CONG FACTORS. 9 as - 14 IW 7 53 43 /1 85 53 43 33 - - _ REDU„^EO SPAS 01HAa4ED USM FA^IOR SHALL NOT BE LESS It AN�MOAMUN SPACHS INDC'JLTED FOR EACH ANCRM TTPC. i3•_O1 14 L - _ _ _ _ _ 14 115 73 6 3 - - - Iz 9 6 .3 4 - - - FACTOR 05 8 - - - 10 73 5 4 3 - - 73 M 4 3 - - - ACTUAL TAPCON ADVANCED 23 m _ _ _ _ _ - 12 9 6 45 4 - - - 95 7 5 1 - - - - EDGE TAPOON TAiRFA9EDR11 TECHNOLOGY ALL POINT SOLID SET. BLUE TAP W/CAP SEACOda 13 93 83 5 - - - - 05 l3 5 4 - - - DICTANCE 14•-0' 1"4 12 - - - - - - 74 Cas 7 5S - - _ - 1t 113 53 43 t- - - E0. MLN•SPACING m 3' tt01 SPACING-1' WN.SPACWG.3 t/2' LUL SPACING=3' 3 3/4' 4' 10 7.5 - - - - - 9 7 45 as - - - - i s is]1 - - - Cl) Y B D W CON ETE& FaM�r I MMX Et= roURFD CONCRETE a POLssD CCN RUE a wIf6D tO Rmc t it - - - - - 11 a 53 a.5 - - - - 0 004 4.5 - - - Jr INGti Fa•3 1/Y t01 En•21/r �T�3M" L0 M" FA-jr PCL&C.1 1/C w EO.2 I/t 73 - - - - - - - 12 9 6 - - - - - 93 7 43 -I- - - - BLADE WORKING 3' 1•0 TIM 1.0 0.75 1.0 o.e4 1.0 15'-0' g - - - - - - IIS 4-'1 10.564 - - - - - &5 5 3 - _ 2 1/2' (LBI 1.0 ._...._... _ 0.67 1.0 95 a a - M 4 - _ _ _ _ IN UNISON♦ 2- 0.71 "1 13 85 53 - 45 - - t 3/4 - 0.97 - - - p_43 4 - - - - - - - 23 93 6 - 8 - - - - s - - 8 6 3 11/2' 0.35 - - - 045 93 - - - - - - 9317 s - < = - -1- - RORiDA GUILDIN CDDE(Hon High Veloc;ty Hurricone Zone NST``i`Yl p:TI 02015 A ®2015 EA51FRfN METAL SUPPLY,INC. t✓ENSF'': BERTHA HV7w 7 -- ��5����■ Accordion Shutter System 70L EC6EN • tde-� rJ� )LU RAM#1 w/CR w/o)+.v vaNpnr'a.ane 3 ��� - American Shutter Systems n0„ - DATE I WtAKN BY. 111. CC z` TILLIT TESTING&ENGINEERING COMPANY STAVE Or :. Tau NAE.UVI s.W,361.1W 9 A G.DDM 113XW 33t Associationf Inc. f OLD 11-1 92 4/i}fi5:DA E 4/73/15 Pl,oRe:(305)511-1530.I.:(305)571-1531 4268 Westroods Drive : D( •, D �` 4-m-0�C66079«n West Palm Beach, FL 33407 s GR YiNG No ' ���iFlsS�pyld-�ANNA WALIM A T'..UT Jr.P.E. 4 S•-O8S P.E.ArS@AL"jSLIHNATURE/DATE RKY'Uc.1 44167 5 -SHE OF 20 c N 0 ^J . 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