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Florida Building Code Online Page I of 2 �� f -. i •+-moi Pf��C��aa� ��x WIN t a w k)iida)0epgmeiitd OC1S Home Log in User Registration } fiat Topics Submit Surcharge Slats&Facts Publications FOC Staff DCIS Site Map ': Links Search 3usines f Product Approval Professi nal USER;Public User Regulation P-11,1r A11p(—j,1 Atww a P—J,Ir lir Ann ilatioa S,1—h>BRll ;plmr 1 fat>Appllcadan Detail 51x FL rr FL389-RO ai. Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 breefey@easternnictal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Accortlion Compliance Method Evaluation Report from a Florida Registered Architect or a Lkensed Florida Professional Engineer `/ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE validation Checklist-Hardcopy Received Certificate of independence Ft,389 r, tIV A(-COPiDiQN C1 tdrlNttVH,y�.,.J�ar 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 EQubvalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pcu•am=wGEVXQwtDgvYYI II-l2vJvx5... 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 1 M FL# odel Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum Interlocking blades retained by tracks(top and Non•HVHZ -Drw ST086 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No F1.3d11 RA 11 A.S.S,A.INC. RPytc3.:5.055 nn; Approved for use outside HVHZ;Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D'.Max span Is 12'-7`for 35 psf positive Fi.389 PN AE A 5.5 A,INC. P,F,R. DRV1G 15-fsfl6.r<d( ASO load and 13'-0"for 35 psf negative ASD load Vie HV3 blade w/o Created by Independent Third Party:Yes i window blade,5'•2"for 110 psf ASD load for HV3 blade w/o window blade and 8'•11'for 62 psf,9'-6"for 55 psf HV3 blade w/window blade working In unison.Max,spart 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 psf.See sheet 5 for others ans and ASD Pressures. 1 8=2 Bertha HV Accordion Shutter•Blode 1 Only- Extruded aluminum interlocking blades retained by tracks(top and l Non•HVHZ�-Drwg IS•085 bottom)for storm protection Limits oRerselstant: Installation Instructions –••— �� Approvefor use In HVHZ:No Ft359 R8 It A S S A INC DR VC 15.085 ndf i Approvefor use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. l Impact Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max.Span Is 36'-0"for 30 p.s.f negative FL389 R8 AE A.SS.t..IrdC. P.F.u. DRWt+.1 S•fihS H J_}L( ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVi blade,8'-0-for+64,-72 p.s.f.load for HV blade for Keystone mauntings 7'-0"for+75,-75 p.s.r,for metals stud mountings and 8'-0' { for 110 p,s.f.for HVL and HVSA working In unison.See sheets 7,11 and 1 20 respectively of Installation drawtn s for others ans and pressures. 1i 389.3 Said'- HV Accordion utter-COMBO. Extruded aluminum Interlocking Wades retained by tracks(top and {f (Non-HVHZ)-Drwg i5.OBa bottom for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Ft3V9 R8 li A.S.S.A.INC. DR%LG,15-OA4.ndf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports 1 Other Large missile.Max.16'-O"span at 30 p.s.f ASO load for Blade 1 11389 RA AF A S S A 1ptr- n F e ORw–15-2s a•f and 18' for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respective) t rS Contact Us::1940 North Monroe Street.Tallahassee FI.32399 Phone:850.487.1824 The State of Florida is an WEED employer.Copyright 2007.2013 State of Flndda,;:Privacy Statement::Accessibility Statorivml::Refund Statement Under Florida law,entail addresses are.publk records.It 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 850.487.139S.-Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Deportment with an email address if they have one,The emaib provided may be used for official communication with the licensee.However emall addresses are public record.If you do not wish to supply a personal address, please provide the Department with on email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F,S.,please CIO here. product Approval Accepts: .', -hat M r�fl http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQWtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.SEEM H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION OOCUNCEW(P.ED.)HAS BEEN VESTED FOR CO PLINH:E IN ACCORDANCE MEN THE 2014(59;EDITION)OF THE FLORIDA S RLDIM CODE THIS ACCOROKN S 1YM SYSTEM DWI NOT BE INSTALLED AT HICH VELOCITY HURRICANE ZONES. DESIGN WDA LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOS.FOR A 8190 TANG SPEED FrIXJRED BY'DIE JUFIS vmN WHERE SHUTTER wLL TABLE OF CONTENTS BE USTALLEU WITH A DIRECR9NAIM FACTOR X&-D.BS.USING ASCE 7-10 AND SH ALL MDT EXCEED THE IIAXWUM(ASLO.)DESIGN PRESSURE RATINGS VaCA1ED ON SHEETS 11 THRU 15,19&20. IN ORDER TO VERIFY THE ABOVE C NDMON,ULTIMATE DESIGN MND LOADS DETERILMED PER ASST 7-10 SMALL BE FIST REDUCED TO ASD.DESIGN WIND LOADS AREA-1: W BLADES(DaC BY MULTIPLYING THEM BY Me IN ORDIRTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE PAMOS INDICATED ON SHEETS 11 THRU 15, 16&20. GENERAL NOTES SHEET 1 M ORDER TO VERIFY THAT COMPONENTS AND ANOMORS ON THIS PLD,,AS TWO,WERE NOT OVER STRESSED.A 33 9 INCREASE IN ALLOWABLE STRESS FOR MND LOADS WAS=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WIND DURATION FACTOR-CO-1.60 WAS USED FOR VaItFK'ATION OF FASTENERS IN WOW. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA X. NMDA SHUTTER SYSIEY'S ADEQUACY FOR WEA ANO LARCE MISSILE IMPACT LAPDD HAS BEEN VERIFIED IN AOCCFCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE'AS PER ATL REF'OIYPK,AI.5lRfffER ASSEMBLY STREET 4 TYPICAL WINDOW MADE&WINDOW OW DETAIL -HV MADE O' }0214.01-03.{0715.01-03,11004.01-0.5./1214.01-05.(0317.02-05,fO609.01-10 AND 102MOI-11 AS PER TAS-2201.TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1865 (WERE 7'HV 8 A„E n ANIQ W VANDO.W BLS AND E-1996 STANDARDS(MISSILE LEVE.D.MOND ZONES 1,2&3)&/1220,01-10 AS PER TAS 261,203&203 PROTOCOLS LARGE MISSILE. ,WERE APPUOABLEI -HV WINDOW MADE 9 10505.01-03 AS PER ASTM E-1886 AND E-1996(MISSILE LEVE.0,WDA ZONES 1.2.3)BASIC PROTECTION ONLY AND f 0725,01-t18 AS PER TAS 202 PROTOCOL TmcAL SHUTTER.aEVAwN &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRENE/BU)CK SHEET 6 2.HV BLADE 0 AND HW WINDOW MADE® ARE MCNEERED TO WORK IN IAN60t1 WITH EACH OTHER UNDER THE GENERA.LIMITATIONS ANO COMMONS OF USE NOICATED ON SHEET 18 INSTALLATION DETAILS G-u,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION PRA(RN SCRUMS),USED AT BLADES KNULRE AND FCR DIRECT MOUNT CONNECION TO TRACKS SMALL BE 1141275-AVD 114:175'R£SPECINEI7 410-M MINILUM SERIES CENTERMATE OETAU IN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kW MOD STRENGTH AND 180 W TENSILE SIRQNITM PINS SK41L BE COATED WITH BEERTILA FN MA20SHIELD COAITHG SYSfFy AS WU:UFACTURED BY APPROVED CENTERLIATE A.TERHATNG DETAILS HV SHEET 9 COATING APPLICATORS,REGISTERED VD4 ALIOWM SHUTTER SYMMS ASSOCIATION.PINS MUST BEAR INC HN UA7gNG ON DIOR HEAD. 4.ALL ALUMINUM EXERUBIOHS:S:tA:L BE AL:N@AL ASSOCIATION ALLOY AVD TEMPER AS 0411CATED ON SHEEN'S.2 AND 3.MINIMUM YIELD S IREHCTI FOR 6063-76 ALLOY A 30.0 Neil AND 35.7 Ica FOR END CONNECTION DETAILS 1-6.CONCP,ETc/aLOCK SHEET ID 6CC5-75 ALLOY. MAWMUM SPAN TAMES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BUNK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 384 OR.316 ASI SMES OR COMMON RESISTANT COATED CARBON STET.AS PER ON 50015 WITH 50 W MDL YIELD STRENGTH AND 90 NSN MIL TENSILE STRENGTH. /ANCHOR SCHEDULE-CONCRETE,&BLOCK SWEET 13 AND SRALL COMPLY W/FIOROA PAD04 CODE SECTION 2411.32.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 GALVANIZED SIE3.OR AIS 304 OR 316 SERIES STM&SS STEEL WAIN 35 IN WhWUM.YIELD STREHCM. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS,HV MADE( 12.13.14,15 AMD 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 FIV BLADE 0&® WORKING IN 10160RR;12,13 lE 15 INSTALLATION DETAILS S-X,WOW SHEET 17 B.THIS BERTHA N.V.ACCORDION SHUTTER SYSTEM DEARS A U.S.PATENT 16.779AM COMPONENTS OF THIS APPROVAL ARE COVF.RETL IN WHOLE OR IN PART BY U.S.PATENT 15'458.179 ISSUED TO EASTERN END CONNECTION GErAM1S 7-I2 h X;WOOD SHEET 18 META.SURELY,DNC S.IT SMALL BE THE RESPONSIMUTY OF 7HE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SNORTER IS TO DE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEA/CAUL( AREA 3: W WINDOW BLAU 0 ONLY ALL SWJM COMPONENT EDGES WHICH ROM THRU FASTENING IN CONTIhTA7Us COATACr WITH THE BUILD"TO PREVENT,WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERWhvO LABEL.IN A VWUE PLACE WITH WARNING HOT.DIKING PERIODS of HuTmO NE WARNINGS HOME OWNER.TENANT.LLT OTHERS,MUST PROPERLY CLOSE A.L.IN AND He CE4MWAIES ANO ENGAGE OR LOCI ALL HAA AND NO LOCKS. AREA 4. FIV WINDOW BLADE(70N Y 11,SHUTTER NNNFALTURI RS LABEL SHALL 5:LOCATED ON A READILY V03LE LOCAMN AT ACCORDION SHUTTER IN ACCCROANCE WITH SECDON 171DAL3 OF FLORIDA ISULDRNG CODE ONE IASL SIAL eC INSTALLATION DETA.S,METAL STUD WALLS SHEET 20 TRACED FOR EVERY OPEMNs,LABQINO TD COMPLY W7M srcrw 171d(L2 or THE noRtaA MRLOMG CODE 12 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WMI SPECS IMICAED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULADCNS PROVIDED TAY THE JURISDICTION M7&RE PERMIT IS APPLIED TO. . /J.(o)THIS P.E.D.PREPARED BY 7NM ENGINEER IS GENERIC AA DOES NOT PROVIDE INTGRUATION FOR A SDE SPE:ATIC PROJECT;L. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.C.D. (A)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION IINCULIUM LIFE SAFETY OF THS PRODUCT.BASED ON THIS RED,PROVIDED HE/SHE DOES NOT DEWY FROM THIS DRAWING SHALL ONLY BE USED TO THE COMMONS DETAILED ON DOS OOCLUDIT.CONSTM.-TIO N SAFETY AT WE A THE COMRACTORS RESPOIISBIUIY. OBTAIN PERMITS IN THE STATE OF FLORIDA (.)THIS P.ED.WILL BE CONSIDERED MAUD W ALTERED BY ANY INF'NSN (d)SIRE SPECIFIC PROJECTS VAL BE PREPARED BY A FLORIDA REGISTERED EN04M OR ARCHITECT WHICH MILL BECOME THE ENGINEER OF RECORD(E.O.Ra FOR THE PRPECT AHD WHO WILL DE RESPONSIBLE FOR THE PR:X'£R USE OF THE PLED.ENGINEER OF RECORD,ACTING AS A DELEGATED ENG!£IIR TO THE P.E.D.ENGINEER SHALL.SIBLOT 70 THIS LATTER THE SITE SPECIF):DRAM.4m FOR REVIEW. (e)DR'DIRAL P.E.O.SMALL DFM THE DATE ANC ORICi1LY SEAL AND 5A%4TURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED B. m FLORIDA BURRING CODE(Non High Velocity Hurricone Zone ,,,•• t�R A.ti / ®2015 FASTER4 METAL SUPPLY,INC, 41Df/p''•v'� BERTHA HVTM o L E C 4!m� Accordion Shutter System ` : .' A S S A KY.MADE#1 W/OR W/0 KK WMW SAIF American Shutter Systems /EscaFlo, GME CRAAM BY, ML_. JNaTc •� TICCIT TESTING&ENGINEERING COMPANY Q•, Ic(JF..,,•: ti]33'H.K.RCA,a.S.376.YMOMA OMMM r.CFSk 331 Assoetotion, Inc. I DE.O n-492 4/1J IS BOF: 4/13/l5 ta^� Fnwe:(8057871-1530.FEF:(305MI-15)1 4269 Westroods Drive 2 r sc�+'';�HN"_.•'-�`�_ a-my-.to-O d.- West Palm Beach, FL 33407 3 DRAWING No ,AAAA/0 ...CN�� 15=085 y A L 7; EA`` W&TERE AOTP UT Jr.PX- PIE. SEATN/NSlit;l�R'r1U1RE/DATE FLaRDALE �4.1r7 s SHEET 6 1 OF 20 a•.mR noa RMC a vxaEs 1st' !dei•. x o Y' 4451- Os ,a'�• 4.371L t• 1: i 1 0' aEST 4.999' C {'�SOUD GLAD THY UNIVERSAL FLOATER 5 HV 9VIM! STARTER COVERED UNDER US PATENT f 5458179 QUALIFIED FOR USE W/ HV BLADE(D .{ HV DIRECT MOUN HV BLADE 1 HV WINDOW ALADE* 6005-T5 ALLOY AND TEMPER �QUAUFIED FOR USE W HV 6063-T6 ALLY AND TEMPER *SEE LIAITATIONS OF USE OF BLADE ON SHEET 19 BLADEQ .37 ® 6063-76 ALLOY ANU TEMPER 6063-76 ALLOY AND TEMPER �TYp) 7 2.67tr r. � n _556' • J... ....._.. 994' f 670' 7.228• "� 72 I 842 - �• _ 3A 4M7' I • nor•' Q,pT. HV ADJ. ADAPTER A' 1250 1.37s' ].26' @ HV WALK—OVER TRACK 9 HY DJ 0 20 BLADES QUALIFIED FOR USE W/ IN9)HV TRENCH TRACK - 6063-T6 ALLOY AND TEMPER BLADE1 OUALIRED FOR USE WJ IN HV 6063-TS At10Y AND TEMPER BLADE TONLY. HV RAINGUARD BLADE 9Q 0063-T6 ALLOY AND TEMPER QUALIFIED FOR UDE W/ HV 5063-76 ALLOY AND TEMPER vwie•S 1.936' BLU . 1' 1.915• vATOFS 13)36' 6063-T6 ALLOY TEMPER �__,19,7• �f _ ed .1 ' OHJ'' .100' .125' n $W' 570 A9]- I _MS_• 060 m 4 670 1.686 4 ,1' 870 _ 3.5 i HV HEADER/SILL �f (1-1)HV CEILING HEADER QU 1 T HD CEILING HEADER/SILL ODALMED FOR USE W/ IN BL E 1 ONLY, F 1 ONLY 6063-17i ALLO ANO TEMPE' QUALIFIED FOR USE WJ HV Bt:tOE TO 1 HD WALL HEApER/SILL SEE SECTIONS FOR VALID SEF. SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE OoNLY. 6063-T6 ALLOY AND TEMPER 171 1 rofePDwENr w 6 n iz x Y e X MN Y 10l 1 , Y 2' O.t25• 1' t• .oG.+' t7 2• 5'MAX' 1/8' 1/8' @E 2- 5-M0. 0.192- 0.192• �,_-• Y _4 1�'6 ,SIDE ANGLES - CORNER POSTS OUALIMEO FOR USE w/IN ALUMINUM ANGLES 191 2.5• T MAX.I0.190• 0.190' ZF" BLADE IQ OUALIFIED FOR USE YJ/NJ I ! UALIFIEDB�EO W/HV 6063-T6 ALLOY AND TEMPER 6063-BTE AEl AND ONLY7EMPER ® 2' 5-MMI D.13S• 0,131' 6063-T6 ALLOY AND.TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone p.TIL(jj`'�. 0 2015 EASWIN METAL SUPPLY,Inc. ERTHA HVTM IL E C o ,, Accordion Shutter System �} ■ ■ ■ ■ Itv.RADE gt w/at w/o IN.v.YANTKX/BlacE = American Shutter Systems my.W 0aew110x DATE ofuAx 9Y: Rt TILUT TESTING do ENGINEERING COMPANY STATE aF 63M Kw.� s s,•u,I w D,,mm aoaw ut Association, Inc. 1 an 11-192 1/t3)1s oATE 4/ta/ts o r<tr.+ P1rro:(305)871-1530.FU:(3053671-1531 4268 Westroads Drive 2 :ut—C..t.— West Palm SeachDFtA'NING No i� fL1JE;���'\a`` • ^d , FL 33407 s O'•.• 15-085 ��;C.°�` WALTER A TILUT Jr_P.E + P.E. 9rA.J670f;knRE/0ATE nDRcA L;� i 44157 5 SHEET e 2 DF 20 yam. 0. f�'-t0af f f-70 W'T 4 6• _ �/ 7A3" 4S• i !'-33r' ssv.15� & PANZD Y1catUMO vsT La=CnvaR �l _062' .fix q ^ 2 HV CENTERMATE w a• 375 'I HV EGRESS LOCK OUAI.IFIED I &®ONLY HV FLOATING CENTERMATE • a s' QUALIFIED FOR USE W/HV QUALIFIED FOR USE W/ HV 6063-76 ALLOY.AND TEMPER FOR USE w/ FN BLADE f & i ONLY BLADE Q&®ONLY. BLADE O&(a ONLY. 6063-T6 ALLAY AND TEMPER 8V CORNER CENTERMIQU AUFIED FOR USE W/FIV MADE(1)ONLY 33 os. .15• 874' 6063-T6 ALLOY AND TEMPER PGUDLD ILEAD ^l 1,756, MED SCEfEroW_. M 4,a5 n p._.. •AFTTR RNEDNG „ Op 1/4 20 x'3/4" BEFORE RIVE= S.S. THUMBSCREW 164"01-20 RIVNUT; SMM 9444 A lWt4W 42024-13 All"INCE nMGE MCI 'F 1SFW MJIMIT.FArr IF 0820.AS WNUFACiORD)6Y AWEE —std-a n " C n _ at.Rr lEzruTl+,rxaPf•On.KV,Ia�Y a7rsa OR[etLAs. FRU"�AM4 V A 4 -` "T" LOCK @ HV ALTERNATIVE TOCK LOCKER FOR "T" LOCK CENTERMATE OUAUFIED.FOR USE W/W BLADE T ONLY HV FEMALE "T" LOCK CENTERMATE HV auauFEO FOR USE w Hv QUALIFIED FOR USE W/HV BLADEOONLY 6063-T5 ALLOY ANO TEMPER OUAUFIED FOR USE W/ W BADE VONLY W/ Q EO eO��E�� GLADE QT ONLY./ 6063-76 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPE 1;9)7 f 81Y 3.761 AN nwusruRN ----.p63• _ . MINCER OR 7214•- �� .061 ..06Y-.if 4� KEY CYLINDER fir •'f _ � .545• 4675 un. „� . •e rt f.125"Maa_ H ER NO 0 �2 C 100ONG ROD 4 r° O o 0 OUAUFIED FOR USE W/HV BL+DE(1)k A QUALIFIED FOR USE W/ W BLADE 1 &Q , 6063-76 ALLOY AND TEMPER LGy'y' HD • 6063-T6 ALLOY AND TEMPER =� S � S' 1WtL5.fY NTL. 5p3F776 OR ALLOYSE WAND 7EMPPPPER s tµ'I-2o ss aR a/e9-fe t.170• ACETAL nuu85e9;rS tl,l• }7 i CIDNDJ2 ISM DCTA1s1 I10 _ OR KEY t,g �_._...__ 14.n GIUNDiR _.-.- it 1.76'Noa. LOCKING ROD_ „4 0 L373'0 ® ISD LOCK . QUALIFIED FOR USE W HV BLADEQTi HV 1 4' ID-ZO AISI 304 S5 BY REGENT HARDWARE MOTRSE LOCKS SERIES 2333 NOOK BOLT LOCK 6063-76 ALLAY AND TEMPER HV 3/8"4-16 ACETAL D INSTALLATION WILL REQUIRE A,7/16-HOLE S 4RIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV GLADE 1Q& DRILUED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED 1 I, BLADE Q QUALIFIED FOR USE W/ FTV BLADEiQ FLORIDA BUILDING Coo[(Non High Velocity Hurricane Zone xt'(L ..,. J iii 0 2015 EASTERN METAL SUPPLY,INC. G \OENSF BERTHA HVTM IL E C O ENS. A■aS.S■A■ Accordion Shutter System FLY.BLAZE#1 W/OR W/0 H.V.WNM HARE American Shutter S stems is moi'// Y n. usrrax lurz o unl er: u L . s TESTING& 5.VRW WO COMPANY SS AVS Association, Inc. t ALD 11-fs2 1/13/15 Lux: 4/I3/172 .O•• Q. „� E315 K.f+,14M,$L.$I )55.t*,uri t tdS00LF,r-153 1T1 ��•�L-DRLQ- sem PnnP,:(a Je)1-1530.Fm 1(3osJ67f-tssf 4268 Westroads Drive DRAWING No !� •••••••••'CoC�� P-maa:Lamcwod4wn West Patin Beach, FT. 33407 3 ,SSIONA�11A�44` euTE�A tttt7r71a.aE 4 15-085 ItnNlNfuuL ROaM Lk.1 44167 a SHEET P.F. SEAL/SIGNATURE/DATE 6 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HVa HV Q 41 '/8•at t 1z-u1N. CE TO BLADE 7�P 1_ _ •Q�•+`• .1873' Q HV BLADE 1 II 1 w�O� 6ezr � �°" aBzs� • ® HV BLADE to �•' \I's 1 :mss 1 •� '� BLADE'S •o OP ,,1875. Y ® HV LONG RECESSED NYLON BUSHING .0625 n KNUCKLE •06 � (ITP) 0.osa HV SHORT RECESSED NYLON BUSHING " �I ® HV NYLON HAT WASHER Q OR a7ya- �� HV WHEEL CARRIAGE AI51 302-303 SERIES I 1 �4199�"QI/ �4l�i X 0:870 x3/16'THICK NYLON WHEEL. 3 I I -® '� 2 7/B•N2a by VGNM w0.188'0 AISI 302 SERIES S.S. RIVETS 3'sa s CLEATIGt 03'BETWEEN .0526- 25• 01.7300• BLADE HV 1 3/d'ACCORDION PIN W/ f8 HEAD EXTERIOR4 � iIli-- _ c oPDtLH:S I Oti 3 arms 5. "-Ls 500, HV 2 3/4'ACCORDION PIN W/J8 HEAD * -I 411 -'14 .P m I I a C 11 4 ��� 7D .II88I5tl ® EAR POLYC MONATE IMPACT RESISTANT HV WINDOW j j ! 't ;BEa�EL1 TYPICAL HV WINDOW BLADE 2—AN APS D I I p 'j i t ; j T POLYCARBONATE HV WINDOW DETAIL 0OR @ ( 4 or ® i N.T.s RE oIRNEYEtit ! ©OR 'T RI'SISTANT HV WgLD(rp i I BAYER MAKROLON 3103 POLYCARBONATE * I i I 12'uut CE RESINS, W-STABIUZCD GRADE OR SABIC OWREMEWS AT EXTERIOR BLADE KNUCKLE FORa� x 4 TO BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN 3' I ` OR j 1 (SEE NOTE 'F' ON SHEET 19). (1) HV PUN @ SHALL ALWAYS BE USED AT ALL EXTERIOR L i 1 : BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR 3 ® i I POLYCARBONATE SOURCES FOR HV®ELIDE. jypIEXTERIOR �CAL SHUTTER ASSEMBLY 6 N.T.S. .HV PIN©2 OR(��AT WDOct +�/1om s�o..x (2) ITV PIN 0 MAY BE USED IN UEU OF©AND ONLY AT Ex EWOR �� m�� EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D 00324 SLADE•S KNUCKLE. acaeu (SEE NOTE o FOR smtc aawtt am nm own M+' a.oa ro11. BLADE WHEN CORRESPONDING TO INSTALLATION "11 SHEET 7. 04p �� Q REGUIR"Eum) u 4'-M 1 ! TV,=ICD!E`R_*(n Am osx DODO a..t 0.500 p+i. nIAJa+L.SSRE1�: IS:Y OTaa tI390 (3) )LV PIN ®OR ®W/ 1/2` O.D. 1/16"THICK S.S. WASHER O A WED P.l 134]0 awl nrnna�Ea m ATM am 310o-a,l 3u om awY SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. 8�p�moi' III SHEET ® i MIMED con 36 Lax 1e-rt-.w n rt-ro! WHEEL CARRIAGE DETAIL s,�o a.m .2x -1. uA¢ W'*EL Nn AsEMBLY LAYOUT WE Or DM O= C-1 C= C-1 CLASS AT. Sar Ix11u, Atitu 01M IMT vw2 �� ..n..+.., A=0133 Tn6EE t3ROWN Amt A=an M HV BLADE SOLID_ fA HV W � `t " A&I&Z M,"I. �w FLORIDA BUILDING CODE Non High Velocity HDrricane Zone j�rrbiAAA 61 2015 EAS M uErAL SUPPLY,INC. ............L10E� C��l.��� BERTHA HVTM m ECO BHN:. A.S.S.,0�1, Accordion Shutter System ' KV.BUCE g1 W/OR W/D RV VWNM BADE = American Shutter Systems T1LUT TESTING & ENGINEERING COMPANY OelaTmaw a4rz ORA"BY: Yl TE *� si5s ar.3N^r ss.3FT 1 a r eta A93octation, Inc. 1 ED 11-192 4/13/15 W.E: 4/13/15 roan.: 4268 Westroads Drive 2 ORIDP'.:\4F _t�79:� West Palm Beach, FL 33407 2 DRAWING Na �•�y�;``�° WALTER A/C1fT h.PL • 15-085 P.E: C;ISti�URE/DATE. naRwta f 4416 a SHEET OF 20 •�.��« :� •NOTES ON HV LOCKS AND CENTERMATES: A 0 C p �•'t3 � N 5 T 0 ,f�,�F� ,r� ®'ly"+.3•.tN'� 7.L1AN1AROITY fY1HNr1t11ON it:ONE li✓LOCK®w�S1W1!3F VSED AT 7/2��SNIR7EP.SPAN FOR ANY SPAN OR 12'AfLWE OR OW )[2 Y BE USED AS A27�N51t]EAN UOUISIOE LOCK AITKHED To 7 ELEVATION.EIV LOCK¢�w Q`�1or I =011W £ltfERW1TE5 W/(2) 1/4'0-20 K 1/2'LONG FLAT HEAD S.S.M.S.LOCATION OF LOCK SWJl BE AS INDICATED ON O«Q« TYPICAL SH ELEVATION. 2.M IF DESIRED, FOR BSRER PERFORMANCE OR FOR SECURITY PURPOSES,UP TO TING HV 110 LOCKS I OR MAY BE USED AS AN INSIDE OR OUTSIDE LOOK.CONNECwti Or LOCKS To cem RAUTFS C7 OR�SHAL BE AS INDICATED ON NOTE(1)ABOVE LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. x^_ Z. DITION 81 OR LIM �I ,., � HpEC _ T LAOBLrr Y 4 E USED RED TO ENHANCE UTTER RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSRIO,N). ry r 4. •OFF FN LOCK S1UILl.RE USED AT CORNER CENTERUA ESQ FOR ANY SPAN a = �7II AND INSTALLATIONS Al ANY E1F/ATKNI.L LOCK( or®SFU11 BE USED AS AN OUTSIDE OR INSIDE LOCK, ATTACHED TO®CORNER BE W/(2) 1/4 6-20 K 1/2'LONG fllAT HEAD S.S.M.S.TWO LOCKING RODS Loc-Ave AT TOP h BO SHALL BE-USED.LOCATION OF LOCK SFIALI.BE kS INDICATED ON TYPICAL SHUM ELEVATION, (I� , MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. VALID OMY FOR W IM AlI"Ssp [ 33 •ONE AZTE3iRNTE HV LOGIC MAY 1 IN LIEU OF HV LOCK or FOR ANf SPAN AND 1 Yt INSTA.IAROtiS AT ANI'I1EVA71ON.AL ERNATE LCCK 231 MAY BE USED AS ATI SiCE OR OUISDe LOCK.ATTACFIMENT �• OF 1/4'6-20x3/4'S.S.7HUMfiS,^REIN TO 0 OR @ CEHIERANTFS SHALL BE MACE W/7 /4'6-20KS/d'ALUM. RNNUT AS SHOWN ON SECTION HVE.SHEET O.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( ri VII LOCKS'AT 1/3 OF SHUTTER SPAN. ` S.NAAIDATIXYI CONDfnfMl i QBE FlfK s+n 71ONS- ONE FN LOCK w w®SHALL.BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABODE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i I bgs I TO OB•,AND FOR INSFALLAIMNS AT ANY ELEVATION.KI LOCK f�or w(€§MAY BE USED AS AN IN9D-E OR OUTSIDE LOCK.ATTACHED TO Lar or 0 SYMMETFUCAL CENTERMATES W/(2) 1/4'-20 K 1/2'LONG FIAT HEAD S.S. SEE END-- MS.LOCATION OF LOCK SHAD.BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE Or LOOM RODS 0 W/0 DETAILS ION 0 f C N I ! K L K F 0 A y M Y OR®TOP AND BOTTOM IS COMPLETELY MANDATORY. SHEETS 10& 18 TYPM•FULL " *NOTES ON HY "T" LOCKS AND CENTERMATES: OF CORNER 1.SECOND AITERNIATIF TO - - t>saam V CONDMON Of VALID Oily ME by'r I AND CENTERMATE �ONE AL717RNATE HV T LOCK ad MAY BE INSjA,ILED IN LIEU OF HV LOCKS 3 OR FOR ANY SPAN ANO �j m+ m`6.•�m®m 10•�3 m INSTAlUNON A7 ANY ELEVATKk7.A.7 ATE LOCFC LSO r.1 B£USED AS AN INSIDE OR CUTSICE LOCK ATTACHMD-4 ,i7` l:J lJ OF LOC.!(®INCLUDES USING REINFORCING LOCKET��,AS SHOWN ON SECTION HVG,SHEET S.WHICH.NUST BE CONNECTED TO CENTERMATES 0 AND®W/ 1/4'6-20 1 1/2'LONG SS THREADED SOLT W/7/8•6 x 3/32' WIMGNUT OR W/1/4'0-20x1'SS.M.S.INTO A 1/4'cx 5/8'RMNUT.LOCK MAY BE INSTALLED AT M10SPAN OR 12' ©• • m©• + m MAXAIUM ABOf'AND BELOW MIDSPAN.USE'OF TWO LOCIONG RODS TCP AND EOT031 IS MA•AATORY. 0- (E�•r9m09•@ o•�mV•�m(�. * p�J TES QN HD LOCKS & CENTERMATES: t..xD U7tlC �/He CITTERUNTES(M 1X1 153W/(33 ONE ALTERNATE HO I=8 MAFY,B?E, USED IN UFU OF r-lYPICAL(M) HV BLADE SHUTTER ELEVATION HV LOCKS OR Rt FOR ANY SPAN AND LNSTALLAIIONS AT ANY ELEVATION:ALTERNATE IND LOCK J MAY DE USED N.T.S. AS AN INSIDE OR o LOCK.ATTAXIUET OF HD LOCK(s?TO IS W/3 tR x 3/8'F.H.S.S M.s.,AND INCLUDES REINFORCEMENT INSERT AS SHOWN ON SECTORS HDB-IAB AND SHEET 10.LACK WAY BE MSTALLED AT WOSPAN OR 12'MAXIMUM BELOW OR ADS MIDSPAN.USE OF LDCHONG RODS'' IS CaVPLETE.Y OPTIONAL on High Velocity Hurricane ne A.Tt� '%, 0 2015 EASTERN METAL SUF-ftY.INC. BERTHA HVTM ��cENSF /—rT— Accordion Shutter System _ ASS A ALV.BLADE g1 W/CR W/O H.V.INN70W HAVE American Shutter Systems 14 TILLIT TESTING k ENGINEERING COMPANY asExs71aK DATE °°"AHI HED MJ_ A: S TATE OF Mv.3su.E s sw.wwc "MIZ.Ram+331 Association, Inc. H OLD 1I-192 4/13/15 DATc 4/13/15 H?wno (305)871-1470.F_:(7osja77-7S7t 4289 Wesfroads Drive 3 DRAWING No �� A m=1-0—000tcort: West Poim Becch, FL 33407 3 ossIONAL��G++�+ .•TM A TXLTTCS-OOM1J�PC i 5-085 SM)r N FLCROA LIE!44167 a SHEET P.E. SEA.) Rol��)RE/DATE s 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED (SEE,SCHEDULE ON REQUtRED OR BLOCK 1/+-0-20a/4-S.S. CONCRETESKEETRF3)UIR!'D SKEET 13) 'SIE SET EWC R MMA MACHINE -2 Ri0U31ED CONCRETE ANCHORS 1�7 18 at(5FE,1va+twc®ON St[FEL'T) yT{�7 f3) Nurs O 12'O.C. (SEE SCHEDULE ON SHEET 13) 1• i- - .....h'.l /4'SS. 6bn. U USM 1/54•.S-iEW205rwTS 19 0 --- Y o T2•O.C. '/ FEB E.D+ /2 .250•Mu _- .,.. (3 OR $ / --- I AAAA..._13 ORO5 D E1 MT r-.250'Wr O 1 Ym. OPTFO*V- { L• OPTIONAL A!l x AVla1 { { 1 OR �0 ' MIN.SEPARATION TO GLASS 1 MW.SEPARARaN TO CLASS I 1 GUISS�—( SCI' 'E ON`'Htn 11)' IS CE SCNEDLILE ON SHEEP 11) _.. .. (A HV WALL HEADER 1NSTALLATiAN � ©HV WALL HEADER INSTALLATION () HV WALL HEADER INSTALLATION - KEYSTONE EXMI 140 .--`- ' HDL SEPARJITION TO!LASS a''SS"- faa mrnuiol �• i ( On= r—(�SCHEDULE 0:4 SHEET 11) 1 fO aAsl:D1r 1 1 -COR l'.nY 17W.sErAJIATtoN ro c1.�ss —; �'.iii O/aL[9 11, r� { (SEE SCHEDULE ON SHAT 11) CLASS I dl 9fF 19 TOR µL DDD��� i OAIISmA� E�1 � , (XXL•»TItiG �Or^710HaL N i{ ii 1/4• ✓-ovaaNAL —13 ts1©5 E a.. -f a Eo 1 - ----- { I. OR 4) 1 -- ' 1/4'0-20.3/4'S.S. M� E PHWPS TRUSS HERO I t/4b-20n3/a'S5.P10WP5 1 18 U C19NE SCREWS U M -_-.. CONCRETE AJTC16R5 !—_TRUSS HEAD LODME SCRflMS AK04ORS � I.- 1/4'-2p LOUIS O 12-O.C. (SEE SCHEDULE ON W/1/4•-20 NUS O 12'OX- POURED COt.'CRETc (S-SCHWULE ON SHEET t3j -_w ^Mia, ORCONCRETE 0=9 CONCRETE SHE7T/3} OR CONCRETE CRETE ANCHORS REQUIRED ML"E°mRED D i � (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED oD+oTETE SHEET14) OR CONCRETE BLOCK 1YALL REQUIRED (g) HV WALL SILL INSTALLATION NOW FOR �"�-"'Ec-"°"`'- INSTALLATION DETAILS W/ I-SEE SKEET 4 FOR TYPWAL SINTER a E O..�EDGE DSTANCE SEE°'�""°'� "�FOR Cid HV BLADE 2u-YM3t/M01G SECTWIS ClN DE COYDIJIW (SEE'.0 EWICATIONS ON SHEET 13) ELAOE 71 ON SHEET 19 2i ANY WAY1070 SUIT ANY INS-VLLATiON. DILMMH FLOMMA BU(LD1NG COBE{Non High Velocity Hurricone Zone P, l(i/1� Q 2015 EASYERN METAL SLPPL?,1NC. �10ENs� BERTHA HVTM = /7700gco�iyfc-\ A■S■S■Alr Accordion Shutter System Kv aADE#1 W/CR w/0 KV.WWAT SAM ¢� //vim; _ American Shutter Syme ms a SATE OF TILLIT TESTING & ENGINEERING COMPANY CEs11-1 H OAT[ DRAH+ 4 M.L. 9'•, wcr= MW NAT.JL1P.R-Sc-on.,mau O+xa:+ts,FL.RM."1 0 Association. Inc. / QLD 71-192 {/13/15 nAtE: a/1a/1s Ph :(305)971-1530.F4.:(305)971-7531 4268 Westroads Drive 2 DRAWING No j titin' ...... ooREY E.ao0"— West Palm Beach. FL 33407 3 l,, ONAL ,, WALTER A TJr.P. 15-085 a"gym 1 1uPLOPOA 1k.144167 5 SHEET P.E. ZEA Y«NATURE/DA]E7�"' o. 6 OF 20 POURED CONCRETE ANCHORS �. .,...�._ CONCRETE tsEE SCHEDtAE ax SHEET u) I to aNa51� 1 OR o0snxc D3fI4lE Ox sfm ;'(�00]m,AE HEwur:O I_.., EDCE Nr '1 arym,a rmmNO SASS._.i uw ss aaw = acv,n ASE i AEANCHo t ANCNOR tr ✓ i 1 /7°x3/4'HEX WASHER HEAD Yt t Nn 15 ' 3/a HAA TEN SCREYts 0 12'O.C. D°E OF 3/8 CONCRETE ANCHORSw/ .. 1F N 06 - 7 (BEE sa+EDutE ON SHAT 13) t APPLICABLE GE Or EUGE �I' "• B W P (SASS—ti SLAB 11 1 / 1 1'2 �-7- E 1PUCI.HIE ' SLAS IF mOAu� APPLICABLE °' o.' APPLICABLE POURED] FIAT 1�CONICREfE A10NORS -i t,�OM 0,m PQ w REQU� L ReQUREEDD (SEE SCHXX s ON SHEET 14) • a�uT fa tw ... .._._ AAT HEAD CONCRETE AAtNORS I OR ��FtmmTE 11 .TRENCH INSTALLATION I x 91.11 9 r� REQUIRED o: a (BEE SCHEDULE ox SN1QS T4) AUD ONLY FOR UP TO+70.-75 PSF A.S.D. HV FLOOR INSTALLATION HV WALK-OVER INSTALLATION ME GN PRESSURE RATING d FOR SPANS PER (0) HV CEILING INSTALLATION SCNEDUN.E 63. SHEET 11 CONCF(SMS 7E Al(3KiF6 —� SI(ECT 1 E°H 1/418 wADMOM aft wrm,n I o- I F7aSTNC ' nr,tl i ESISTIrfO--( f f E)tCS7t.NG - 7fDm0Of.Y OR 1/4'e FURM GLASS CLASS ;��A'C�w ft) I'-- "'(� CLASS-4 .I. nzuy 7 TAPPM+ACfAS W/ 4eX. >FrrAafa m ,3/4'tall DOWL D0'O e -tcaewxuua to acmRw10e-arVWAo NDN 9A6 ta.AVN t ;, 7/4• t 6'-O'lP To K-0'PWC MrLt o��A"r Ei"';i .F" L (7rn.3(D=Nae n w sfET n 8 -* 3 on 1 wIWSHZR/HEAD T;R uw3,w s/e` 1/2• r TEN SCREWS SULAW — 1 a 0 tz ac. 8 )tial/4• 0.9 PFAD�; i-La 1 B' ;.j+•; EEK SCREWS O 9.O.C. ' _ __ 14x3 4-SO. CONCRETE ANCHORS _ 6 7 �/ / t r ;. t';:• `-�atc,/4•.-v(.LIES OR 1/4'0.20 SS.FIS. i :� ,' x O O 9.O.C �81 _ UaxY o,Z'O.C.NNVtl9.O.C. (SEE SCHEDULE ONMEET 74) t 7 18 7 z a t I oana�wN STRUCTURIL °t /' 17 18 ` zoNE.Dor _ 114.3/4•F.R.SOS.SLAB IF 1 7/8' 1 7/B /PPU CONCAETE MICNOR3 . _ � R tiO7E 73,D) O 9'O.C. .D POUREp OWJCA£iE (5M Sr37EDUIE ON ON SHEET i ` NOTE 73(b) OR ONC BLOCK SHEET 14) Ponjam Cora�rE-� ON SHEET 7 ~REWRED ` _ OR CONCRETE SLOCK ��`"L �-// K HV WALL FLOOR INSTALLATION REOWRED KEYSTONE MOUNTING INSTALLATION ° ca+,CrerE Q © HV WALL WALK-OVER INSTAUATION �AsaOm NPR�rc:.w_nF„ P;-CURED �. RAUR,L 94MOT SPAY e-0r �J HV RAINGUARD INSTALLATION t t NOTE FOR cDYRNATION of MCWJS, t 7muOVAASUE WMNN PERFORMED E D.m E'DOE DISTANCEHSOADJACENT TO AN E%R 4 5'.E UY�aDONS OF USE FOR SSEUDU 4 FOR TYPICAL sHRTER " (5��E°"��°�°"�'`"" OR,ENTRE. 'A°N S" 19 INSTALLATION DETAILS W-11C� HV BLADE IN A1Dn° Yy"'D'TD� sw`"0t'r/vr 1°AN BE INSTwAT�i'�"OK m FLORM BUILDING CODE(Mon Nigh Velocity Hurricane Zone 0 A•fit "�y,� ®2015 EASTERN UVAL S(mPLY,INC. BERO S S A THA HVTM S ��;�'��—'•��.•,-"'>- —�--�" " Accordion Shutter System 11 L 1 E C O N c. ■ ■ ■ ■ KY 9-ADE gt w/OR W/O KV.W=8 S-AVE * /➢1?/„/i!' *= American Shutter Systems DrscR,,,Dr "Tr WWN Br; H,. WD TESTING do ENGINEERING COMPANY O'•. ATE OF .:� &LS NJP.7N.s.�..306 vary CA4Ds nmrA v+ Association, Inc. 1 OLD 11-192 4/13/15 D 4/13/15 Paoae:(305)971-1510.Fax:(305)871-1531 4288 Westroads Drive DRAWING NO S/,........p-,�' < �� 7i9�a* West Palm Beach, FL 33407 i 15-085 prr ANAL T(ttt� WMTD1 A mm J,.1(E P.E. SF1Lf SIGNA`NRE/UATf n0Rr16 La 0 44167 c SHEET OF 20 SEE END WALL CON 10 is %E tares ON LOCXM ams Q.Hr LOG15©v 0 I N STA LLAT I O N S W I HV AND ALTOME HV wcx 0 ON%=5. OUT ,� 1N , r Ne **WZC SLACK OETAX IM M V/LO FOR ALL BLADE WZ HV CENTERMATES �E >FS ASW M�o ©�®�©•07 a® To.®� OR SEE END WALL_ CONNECTION f 0•®��• ©•�� DUSnNC CLASS DETAILS 0 2i211/L•YJ•-2 I ®•®ca Q.®°°�.� 3I/C 7• _......._.._ 61/Y 7• wcL�wjtz76 AIM AUUm r/2. ,®,® OPPOSING w o , CENTERMATES EMM RRACES (•)/1011/2 su10�T W/ NV LDor u1�s �TroN /1o,a/a sNs.012 AT Val ANML' 99)] � oc nrlL LENNcxrr. _ Wf HV LOCK _ or rG� (�SCH� 5 * 5* I N @* 3 ON s1EtT 11) JA A I x 5 * 1 / Q���R®.�a®�•lo•�� - 1� vOUT a Ta`�°"°'��•©°' HVA HVB ���«©.O�.O,�Lo,Q« Ersnr>v HVC O POUR CONCRETE OR o-o•©�® o•��; __ TU ASS E WAIL cuss .�aR(9.@„rg.®° SYMMETRICAL - -----�N—T���9-T—O,®pi�Pa+Ar10N _— 8 •�onO9•®«I�•�5 '\,Ewstlr O CENTS MA S v®'� © `OJ O ro�nss _-J 'CLASS ' 1 r m t • 8 8 • 5 (sEE x-SS —T— —a©�®—_ * =CE HV OC 6 prtesoa) ®'®"Q•©a�.@ 04S-11) MN,sEPi ARATIOH 10 GLASS �= SCHEDULE I N /����!lAL�pON SHEET 11) (KMR*R) ----------- ------- L_ _ _ OUT , 1 /uaalats 16'O.C. 3 VARIES * 1 90 t� a OUT _ 6 1/2•UAX suac OUT HVE HVF** HVD FLORIDA BUILDING CODE(Ron High Velocity Hurricone Zone PAA``11U`R,7�neyY,i. O 2015 EAST M 1 cTAL SLI-PLY.wC. LI- ......... �tjT�,,,; BERTHA HV,M �\CEN Q.S■s■A Accordion Shutter System IL ECOgac. A.S.S.A. Kv119E#1W/CR W/0KV.WWNMAX American Shutter Systems M. TILLIT TESTING& ENGINEERING COMPANY Q. STATE OF 4 sssr R...J61 R-s.�.vpaw 0,�m raFus-,siu Aasoctation• Inc. oto 11_152 {/13j15 4/43/15 <p t Pt—;(3d.)871-1530.r:(Sa5)871-191 4268 Westroods Drive z %q0•.!20RIDP,:��� EB- 5719 Pest Palm Beach, FL 33407 3 OtL1WINC No ,,,�ss/Q•,••gt•��,G�,•� WALTER A 1iU7f b.P.E. Ft4 s—ass P.E. YALlrail+Nf+il'h'2E/DATE a1nA u� I+{1e7 G SHEET 8 OF 20 POURED CONCRETE PWRED CONCRETE CONCRETE CONCRETE BLOCK WALL CONCRETE POURED CONCRETE AOR CONCRETE OR CONCRETE REOVMLL OR REQUIREDBLOCK WALL REOU✓FEO BLOCK WALL RECum OLOCK Wu.L �E3t5aN0 CLASS //—�EKISHNC CLASS 42-/— EK6ONG(x1u'S ——_.._i-' ( 2'YRi E7OSRN�GLASS �—-r-—1j ILL SGWWOI T—�]- , ———^S T TO txAss(SEE I ` J Yfl SMARCH SOLO.E ON EHM ro i ASS(SEE . uft SEPAWIDN TD(TI4(SEE 11 TDR BL/[E mM,O I W LTA.`S{SE SCHEM ON SIM 1/16•x3•LIAx, ON 91EEr 19 FOR t SCHMIJILEBLADE CH QA . 5a[SA.lE dR BEET Jill I FOR eACE 0A•O (6063-T6)CONT. BLADE'S C)&Qf o3 sffiEi 1O TOR Ila 111 FOR SHEET )AND ON SHEET 10 FOR ALU4.�Q�OSER / ON gA1�EJf VCACATE ,/z BLADES O&Qg 9ADESm&40SIDE OF 4O) I 4 USE 1'OR e W L(AS APPUCABLEh2•.1/8•.9•-2•_ /10x765X.5: I ALLUNUV CUP ANC E0 16.OX. -- '—"--' 4 (6063-T6 AuDY)AT 41DNE1pa (1)jIGx1/2•S.4.S.Tops 4 ` (2)1/9 O TAPCONS ANCHORS TO WNL AT 1.0.0.(LOCATE AT rj SEE DE ONE FOLF �01? A'3N EITHER SIDE OFQ) 1 OR SIDE CONNECTION +C177'' 1 OR (' SEE DETAIL x rOR 1 OR & ro TTu xs SEE o TnT x ror,J 4 SIDE CONNECTION Q ®-©•Q-9 •®' SNE COh•NEC Ma �-©•�n a 10.®- -6.T.e.{o�.�- TO TRACKS "T-a ®- (tJ•®'®Q�''© ®- ®•�-©•moo•®- �•®-©-a�-©•o- ®-®-®•®-®•®a®•® 0 g END CONNECTION DETAIL 4 END CONNECTION DETAIL Q END CONNECTION DETAIL 20 4 RID16R1D OKY FOR SPIYt4 CREATOR True 1O Z-ExIST81G 41AS5 GLOW RETEW WALL W 4 4 I REGUtR£D /'� NCLASS(ST f O 7b- .G LOL SMARAt1LYr Y F------ _---_- C T�eAE EEE(DAM CO. 1/z-N1N. TO GAS"i D _----------- --- --- ®'--V-'"�� ON 9&E7 19 FOR PNCHOR O I SCHEME MADE®DRM ®1j .'� _ - ®OR�OR I�OR 1� FW exts')&a 12.O.C. / _ _ _.._.5 ¢SREEr®g FOR _____ ____ ( `EO C. i.J _�mrv� EO T 8 �R(BOR PIK- 2.4Ri ♦SEE UYRAI?aN5 CE USE FOR B(.OMM SHEET 19 I@OR@OR0-0-0 VIEW Y (6OR (W PLAN DETAIL LMJREO CONCRETE OR b OR CONMM BLOCK WAIL © TION REWIRED HV BLADE OR 0 HV WINDOW BLADE INTO -CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL O 5 END 'CONNECTION DETAI FLORIDA BUILD NG CODE(Non Nigh Velocity Hurricane Zone ®2016 EASTERN MU&SUPPLY.INC. P� BERTHA VTM S�= \CEN.19 A�V�V��� �=+ Mic�6 , �. Accordion Shatter System Hv.aADE#1 W1 OR W/O RV WNDW IMAX ¢ /!�-*'a American Shutter SystemsP,�„ urc oRA.N w YL c TILUT TESTING & ENGINEERING COMPANY STATE OF aw n�.3x0 r_x s.3M veer/c.x0[xs nam.S7I ASEOCiOttOn. Inc. t OLD 11 4/13/15 DAM, 4/13/16 Ft-:(305)3+1-1530.fro.:(305)3++-t"I 4268 Wesiroads Drive x c-.�.A:+:w«sooxc«n West Palm Beach, FL 33407 3 DRh'NNG No lONAL�N�oN WALTER TILLIT*.PS. t 15-085 P.E.J96� 1}19id1,�A%RE/DATE rtoRsw Lk./ut6T a SHE10 OF 20 SCHEDULE 41 SCHEDULE @2 SCHEDULE 1�3 MAXIMUM SHUTTER SPAN 't+'OR 'L MAXIMUM SHUTTER SPAN* 'L+' IMUM SHUTTER SPAN 'L+" ""'•'" (ft.). FOR INSTALLATIONS W/ OR -L (IQ FOR R •L (1t.) INSTALLATIONS INSM A_MN��,q .MOSES. ® &.0 or or INSTALLATIONS W/ CONCRETE& WOOD (1)L+:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V.LOCK or®or or & W/ONE HV LOCKS MWiSORY POSttiVEASD.DESIGN PRESSURE RAT NG. HD LOCK a W/ NO LOCKING RODS or ONE HV LOCK or 6 or DR W/NO LOCKING WALL A B. C. 0..E M. N.O, P. O, L,SWX, WAS SP "TING.FORA GIVEN NE0.ttNE CENTERMATES®&@ W/ONE HV W/ NO��LOCKI C RODS ODS MOUNTING F, K&L R.S, &V. LOCK® wpwo LOCKING RODS®TOP& (SEE NOTES t,tt) (VALID FOR MOUNONO (2)PROCEDURE TO DETFRNoriE NA70NUM SPAN FOR BOTTOM SEE NOTES tt) /, SHEET 7) FLOOR/CEILING C. H. I. 11,J T. U.W &X WALL MOUNTINGS(TOP/BDTTOA)'OR FLOOR/CEIUNG: 1t� CONCRETE&WOOD MSViUROtA 0 CONCRETE&WOOD u«uIw CONCRETE MOUNTING & M 65,0,00W71 Asn cuss Asa 6QY>r M7A11ATIONS GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RAITNC, FRUMUM WALL MOUNTING FLOC/cCLRJG ^ ��am DETERMINE MAXWUwA SPAN'U•'FROM SCREMULL fn+7i MOUNTING � & lP E FJOORI�'�NM GIVEN A NEGATIVE AS-D.DESIGN PRESSURE RATL4C. (.Di_i Ti .oA-) � / (+0R-1 Roo ,W.MaattGtc DETERMtW FNXWUM SPAN 9.-'FROM SCHEDULE. L!Ct1 L- t L (I L-(Ai L f(N L-(N L f (N L-pl1 d MAX%MUM SHUTTER SPAN"L+-OR'L-'FOR 30 OR f6'-0' 115-0' 16'-0• 16'-0" 30 16�.0� 16'-0• 30 16'-0' 16'-0' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL EMMUM N.LOWAFLE SPAN IS EOUAL TO THE 35 14'-10• 14'-10• 15-2' 16'-0' 35 I'V-t0• l4'-l0' 35 15-2• 16'-10' IDS psf.ASM.OESICt7 PRE55URE RATING. AL1 DEFFIOA+Nm SPM BETWEEN 1+'AND 7 •40-- -13'-10'T IS'-10' 14'-2• 15•-2' 40 13'-1o• t3•-10' 40 14'-2- 15'-2' (3)PROCEDURE TO DETETIM2tE MAXIMUM SPAN FOR 45 IS'-1' 13'-t' 13•-4• 14'-3' 45 13•-i' 73'-I' 45 t3'-4- t4'-3' •t IN CORNER CENTFAMATE}3 LAY BE USED AT A(1, COMSiNATID,VS IN BETWEEN WALL MOtkIT1NC5 50 12'-5' 12•-S" 12'-8• 13'-7' S0 12'-5• 12'-5' S0 12'-3• 73'-1' MOUNTING INSFAUATIONS.LOCKING SPECIFICATIONS W/FLOOR/COLING MOUNTINGS: 55 •-1' 12'-11' 55 tt-10• 11-10' 55 "fT-1' 71'-tt' SHALL BE AS INDICATED ON MMNATCRY CONDITION f2 FOR A EVEN POSITIVE AS.D.DESIGN PRESSURE 11'-7- 17- 60 11'-4• W-4- - 60 10'-2' 10'-11' NOTE 15.SHEET 5, RATING: 65 to'-10' /0•-10- 11'-C 11•-11• 65 10'-10' 70•-10' 65 9,-5• 10'-1' DE(QEMInT:: 70 SO'-6" IO'-6' iG'-9' It*-5• 70 10'••6' 70'-6" 70 6'-9- 9-4' Ll•F++YA(.SPAN FOR HAUL MOUNTING INSTALVUIONS. _ _ L3+,MAX.SPAM FOR FLOOR/CEILING MOUIMG 75 10-1' I6_1' 10'-41 11'-1' 75 10'-1• 10'-1• 73 - 8'-4 tt00CEPT THAT 600iMUM SHUTTER SPAN_L+-OR INSTALLATIONS, 80 9-I0' 9'-1o' 10'-0' to'-9• 80 W-10' V-10• 'L-'MA Uh=UM ASD.DESNG PnESSTtE RATIM:FOR FOR A GYEN NEGATIVE A.S.D.DESIGN PRESSURE 85 W-6• 9•-G- 9•-9- 10'-5' 85 9,-6• 97-6- MSTA1LM10ftS INTO OMCR TE OR OCNCRETE BLOCK RATING: SHALL BE LIMITED AS FOLLOWS: 90 9'-3' 9'-3' 9'-S' 10'-f' 90 9'-J' 9'-3' DETERMINE: 95 9•-0' 81-9' 91-2- W-10• 95 9'-0' W-9, 1- CONNECTIONS TO KEYSTONE MOUNTING LI-.M.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9• e'-4' 9'-0' 9'-7' 100 B'-9• B•-4- LIMITED TO 64•-72 p.o.f.AND 8'-0-SPAN, SEE LL IA --MAX.SPAN FOR F03/COUND NOUNID,'G MOUNTING&ON SHEET 7. INSTALLATIONS. 105 8'-T 7-11' 8'-9' 9'-<- 765 B'-T-� �T-11' Ito B.'. 7'-7• 0'-7• 9'-2' 110 8'-4' T-7• FINAL MAOMUU A7LOWAI';E SPAN 6 EouAL To THE 8'-4' W-il• 715 e•-2=—�T-3• SEPARATION TO GLASS SCHEDULE WNIUUM BETWEEN 'L.+.12f".1.=Via ix-' 120 __ B'-D' e'-11• 8'-2' a--9- 120 W-0' 6'-11' 7'-10• 125 T-10' 0'-8" 8'-0• tF-5• 125 6'-e' (4)GO TO ANCHOR D NEGATIVE WITH FlN MAXIMUM AILOWAAL SPAN AND D.ttt!£A.S.O.DESIGN 13o T a s-s r-so B-1 73o r B 6 5 MINIMUM PRESSURE RAINC TO DETERUINE MAXIMUM ANCHOR 135 Y-7• 6'-2' 7'-9'- ._i'=s:- 135 T-7- s•-x WIND ZONE $PALING. 140 7'-S' 5'-t1 7'-7_ T-s 146 7'-5- s-1, ASTM E-1996 SEPAt2AT10N _ 145 7'-3- 5'-9' 7'-5' 7-3' 145 7•-3' S'-9• TO GLASS 150 7•-2' 5•-7' 7-4' --F:• 150 7'-2' 5'-7' 155 7'-0 5' T-2 6•-9• 755 T-0 s'-s' 1 THRU 3 IGO 6'-11' 5•-2' 7'-1' 6'-7- 160 67-11' S=2' 165 W-10' S'-1' 7-0' G'-4' 1155 V-10- 5'-7- 170 61-9' 4'-11' 6'-11' V-2' 170 6'-0' 4'-11' 175 W-7• 4'-B• 6'-9' 8'-0' 175 6•-7• 4•-9'._ 180 6'-G' 4'-B• 6'-6' S'-10' 180 6'-6' 1 4'-6 - -8' 185 i4•-B• T H V BLADE 190 5'-6• 190 -6'-4' - 4'-5• 195S'-3' 4'-3' 6'-S 5'-5' 795 6'-3' _ 4•-3• 200, G'-2' 4'-2' 6'-4' 5'-3' 200 G•-2. 205 1 6'-1' I 4'-I•..I 5'-i' - 205 s•-i• 4'-T FLORIDA BUIDING CODE(Mon High Velocity Hurricane.Zone 9 2015 EASTERN METAL SUPPLY.INC. P1\Illtl il Tf(C jl''., CWT A A A Accordion Shutter System iL ECO .C. . . .1 . RV.11ME#1 W/OR W/0 H.V.WNDON BADE American Shutter Systems OLsarrTOR MlC ow,N 9r far»Y. c. iIWT TESIRiG & ENGINEERING COMPANY ASSDCiation. Inc, i OLD 11-192 4/13115 aAre 4113/15 (305.sora At 4268 Westroods Drive 2 L -LCA. I. :iT.u»:(.f��71-1530. 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N 12 10 9 a B a O N 12 10 9 e 6 0 14 12 10 0 8 a 8 55 14 12 /0 9 a 0 0 4 14 12 10 9 8 6 43 14 12. 10 9 0 0 ♦ 35 A.2)LCXUUU EMBEDMENT OF 1/4'0 x 3/4'ALL POORS SMID-SET ANCWRS SMALL BE 7/f"OnD THE POURED CUNCREM NO 17TBEDMIENT I4 li TD 9 a 0 0 1.5 1a 12 10 9 0 6 55 14 12 1D B 9 0 0 4.5 INTO STUCCO MU L BE PEf0e1nW 1/I"0-211 SES MALTFnE SLY1W 115ED V. 8E 1 1/2•LONG MIKMW SHOULD STUCCO E7DSf.AND 11 12 f0 9 75 S_3 33 - 14 tx 10 9 a 6 5 14 12 10 9 0 7 5S 4 •6¢IaOT{'X+16 OF O1L PoP I'MUM"FOR WALLS WON NO STUCCO. $'-0" N E 10 B 0 6 8 B 11 i2 IO 0 0 e 53 la 12 10 9 6 6 6 a5 >N1DE ON SNQT tt 14 12 10 0 0 7 4 - 14 12 10 9 8 5 35 14 12 10 0 eb 5 33 3 A.3)9N CASE TH4 PRECAST STONE,.PRECAST CONCRETE PANELS PAVERS OR ANY VENEER BE FOUND ON THE C-=NC WALL OR f100R 14 12 10 9 5 75 4.5 - 14 12 10 9 a 8 45 14 12 10 9 B 6 4S 73 ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE EEHUD SW BALL FIRSEs•NNCHORIDE%HALL BE AS IN AXW ON 14 12 93 75 63 45 - - 14 12 10 9 6 53 4 114 112 10 1 9 0 0 43 33 NOTES At)&AL2)ABOVE FOR INSIALLATXMS ON-VINTL^+WAG OR DFS WUH OR WITHOUT METAL STUBS CONSULT THIS ENG2(EEFL FOR IA 12 1a 0 5 8 B - 14 12 /0 9 e e 6 S 14 12 10 9 a 6.5'5 33 INSTAlATTC4N IIStO ELFS WON METAL STUDS$fF$ftCET 20. W-O' 14 12 16 9 75 T J ..... 14 12 10 a5 7-53 4 3 14 IZ 8 85 55 1 4 1 J 14 12 10 9 a 6 - - 1a 1x to o a 45 s 75 fa 112 10 115 e 5 4 - (B) TO OUSTING CONCRETE BLOCK:(ASLM1 C-90) 14 12 8 6S 53 3 - 14 12 10 D 8 05 45 33 14 12 10 B 7 6 3.5 3 - I/4'0 TAPCON OR TAPCON WITH ADVANCED nTRFAaFORM TE DINCUOGY ANCHORS.AS MANUFACTURED BY I.T.W.DU2DOT. 7'-0. 14 12 10 C e 0 - - 14 12 10 9 a 7 5 4 44 :2 10. B 7.5 55 4 3 -1/4'0 x-3/4'ALL POINTS SOUD-SET ANGORS,AS DISTRIBUTED BY ALL POINI$SCREW.BOLT&SPECY COMPANY. 14 T2 WIT-0.S 4 - - 14 12 9 73 6 43 33 - 14 O.T. 7 65 45 35 - -1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MAnUFACIUTIM BY FLORSU.FASIDOM DIRECT.M. N 12 10 a3 7 4 - 14: 12 10 8 75 53 4 - I{ 12 9µ 7 7.5 43- -1/4'0 TAPPER.ANC)-DRS AS MANUFACTURED BY POWERS FASTENERS,M.AND DISIFU ITIED By AL POM. SCREN.DOLT&SPECALTY 11 11 7 53 4,1 - - 14 12 10 9 15 56 4 - 14 12 7 a 45 3 _ CDMPAW OR ANY OTR>SX APPROVED LICENSED OR AUIHORM VEAOR RE'ciSTERFD WITH THE AMERICAN SHUTTER SYSTEM"ASSOCIATION.PC B•-0 14 12 10 9 6 63 - 14 12 10 9 a 6 4 - t4 12 I 8 65 5 35 - NOS. 14 12 i3'Y 6b 3- - 14 12 0 LL6 55 4 3 - 73 0.S a S 4 3 - - B.1)MINIMUM EM64EDMINT INTO CONCRER BLOCK OF TAPCDH.BLUE TAP W/CAP A.4C1k7RS AND TAPPER+ANOIORS 6 1 1/4'ANTI TAPCON 4-12 95 73 0 - - - 14 12 930 fGZ a - - 11 Tx 3 8 6 6 4 - WOH ADVANCED TIIRFADFORM TEM40LDGY ANGORS IS 1'. 13 93 iia SS - _ - 14 12 10 9 66 6 -134 121 B 65 5 4 14 12 10 9 5 - - f4 12 10 9 73 A3 - - 14 12 a5 7 55 4 - - B2)MIN31UM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUO-SET At'.HORS SHALL BE ERDRflY EMBEDDED INTO THD:CON=M BLOCK.83 14 15 73 0 4 - - - 14 11 7 S6 1'3'S - - /1 0 53 45 3ENT IN 5 - - - EMBEDMENT SR1CCO SHALL BE POIAM D.1/4'9-20 S.S.MM ABL SCREW USED SHALL BE 1 1/2"LONG W DMD SUNOCO YT 1R 9 83 45 - - - 1�12 a3 7 53 4 - - 14 OS 7 IS 6 IS I- - DOST.AND 1'LOMMW FOR WALLS Will NO STUCCO. 15 a5 0-444 - 14 12 9 7 6 45 - - 14 i1 7 35 43 35 10'-0' t4 12 10 9 7-5 - -_ - 14 12 t0 e'65 3 - - 14 12 6 6 5 4 - - B3)M CASE THAT PRECA.'T STONE PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND ON THE COSTING WALL OR FLOOR, 14 T 7 5 J.5 - - 13 93 55 5 4 3 - 10 73 5 4 3 ANCHORS SH1N1.BE IMM$:ENOUGH TO FEN24 THE MAIN STRUCTURE 661770 SAID WALL M';"f5.ANCFORAGE SFWL f)£/5 IND TED ON 14 It 73 55 - - 14 tI3 9 6 5 4 - - 25 931 6 5 4 4 - NOTES 8./)&13.2)A6�F1:FOR INSTALLATIONS CH yam SOM OR M WPM OR%MWOUT MEAL SILOS CONSULT THS ENT.%DR, OS 0 5 - 14 12 8 65 55 4 - 13 f0 65 S 1 3 PHM NSfA.1Al70N LVED E1F5 WHIN METAL SKIDS SFE SHEET 2A T1'-O•t. 1I 10 - - - - - 14 12 9 7 ti 43 - - 1. 0.5 7 55 43 35 - L5 93 5 - - 12 9 0 13 4 1 J 9 7 43 35 3 (C) ANCHORS SHALL HE C75TAlLb FOLLOWING ALL OF THE REYY)MMENDATICNS AND STEanUTE1N5 OF llf N7G#7R5 VAYIGA.^D1RfA. 14 10 7 - - - - - 74 103 7 55 4.5 - - - 13 85 53 45 73 - - 93 7 a3 - - 14 13 73 a e - - f2 9 6 4514 - (0) SLE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RFLATION510P ren ANCHORS. 1Y-0" f4 12 10 - - - _ _ 14 i2 B 65 55 - - - 13 l0 65 a 4 - - - EQGE DISTANCE VERSUS SPACING SCHEDULE FDR ANCHORS: 15 a3 4.5 - - - - - 11 5 53 4 33 - - - a 6 4 3 - - - MAXONM ANCHOR SPACINGS ARE VA1D FOR EDGE UiETANCES INDICATED BELOW.FOR E 0.LESS THAN THE MD kTED.REDUCE ANO-1011 SPA= 33 9S B - 13 95 65 5 4 - OS 8 5 4 BY MULOPLYM SPACING SFPAWH ON SCHEDULE BY THE FOU.D6'XO FACTORS 0 65 - _ _ _ 14 105 7 35 43 11 8S 63 43 3.5 - - RET/VCE1 SPACCNG OBIAMEO USM FA--M MULL NOT BE LESS 1NA4.UN."MUM SPACIIIG NDMILD FOR EACH A40M TYPE 13'-O"14 12 - - - - 1{ 113 75 e s - _ - TZ 9 FACTOR OS e - - - - 10 75 5 4 .3 - - 73 55 4 3 - - - ACTUAL 25 g., _ _ _ _ _ - 12 9 0 43 4 - - - 93 7 5 1 _ _ _ _ EDGE TAPGON TFlfVRM OGT ALL POINT SOLID SET BELIE TAP W/OAP TAPPER+ 13 93 65 5 - - - 05 73 5 { - - - - V F OICTANCE �'��' 14'-0' - 14 103 7 55 - - - - 11 ILS 53 45 - - - ED. MIN.SPACING 3" UK SPACING-J' MHN.SPACING.3 1/2" LETL SPACWC a 3• 3 3/4' 4' I. 75 - - - - - ='s i 45 u - - - - T s s.s 3 - - - - 7 HV B DE OM1 POISED caN�¢rE&Falfm 1nN1eTct- 2 PouREn mH4-mTE a VOUfE.D coNcatte A INTRAD AWE 173U3TE13 e - - - - - - n e ss Is - - - - 9 e s .s - - - - - p �,sDC1C Mn M.3 1,7 CONCRETE BLDEx C0110RETE BLOCIE EBL Eaa 1 EO.2 13 - - - - - - - 12 fio - - - - - 83 7 43 - M4.FI1.3 1 UOL FD..3" /�1. - - - - - - - - - Ds e s - - - _ - BLADE WORKING s• 1.0 am _ 0.78 __ 1.0 0." 1.0 63 _ _ _ _ '2 1/2' Off - - 0.67 1.0 6 4 - _ _ _ _ IN UNISON2• OUT OS/ C$ - - - - - TO 73 6 3/4' - OM _ _ 0,4 - 16'-0' s - - a - a 43 3 - 1 7/2 035 - 1 - - - 09s - - - - e e 4 FLORIDA BUILD!,,, CODE(Kon High Velocity Hurricane Zane A: �� Q 2015 EASTFAT NETA.SUPPLY.INC. ... ....... 1 __ BERTH/ HVTIM zr` �-- A■S■S■A■ Accordion Shutter System IL ECO �N�. ke:�` - liv anDE#T w/OR w/o FLv 1MN7CMt B:AOE T1U7T TESTING ENGINEERING COMPANY American Shutter Systems ry_fa DLs as9 BAR OMAN a,:. M, & STATE W .rw fi=N.S.36Lt S 5u.WS.-2MA GWDM nOMA 331 Asseclation. Inc. 1 OLD 11-1sz 4/13/15 DAZE 4113/15 Ph-:(305)a71-1530.I.:(305)871-1531 4268 Westroads Drive 2 Dec••.., \��``� r n9:¢ z mD9a.c«n West Polm Beach, FL 33407 3 DRAWING No slo,AL1-�r�� WALTER;.X74,P,E. 15-085 RE.FA911'' lu",�JATURE/DATE na�oA L u r a.,c7 6 SHEET OF 20