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HomeMy WebLinkAboutProduct Approval (2) 1 r Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBG Approval 05/07/2015 Date Approved 06/22/2015 (!Summary of Products t FL# Model Number or Name Description 1 389.1 BerUta HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(tap and Non-HVHZ -Urw 35-086 bo lam)for storm protection Limits of Use Installation Instructions I Approved for use In HVHZ:No Ft38+t (,I_r.S S A t(•_1C l`n,yj 3541,(,A Approved for use outside HVHZ:Yes VerinedBy:American Test Lab of South Florida Inc. ' Impact Resistant:Yes Created by Independent Third Party:Yes { DeslOn Pressur¢:NIA Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive fi,'s(?9 RF t.E A.5.4.A INC. P.F.R DPWC,t 5- "G(�rIf i ASD bad and 13'-0'for 35 psf negative.ASO load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 p5fASO load for HV3 blade w/o window blade i and 3%111 for 62 psf,9'-6'for 55 psf HV3 blade w/window blade working In unison.Max.span for HV3 blade w/o window blade for installations Into l Metal Stud walls Is 79"for max.ASO pressure rating of+72,-72 and 84' ' for+64,-64 psf.See sheet S for other spans and ASD pressures. Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and I Non-HVHZ,-Drwg 15-085 bottom for storm protection { Limps of Use Installation Instructions ¢, I Approved for use In HVHZ:No FL:i89 R6 11 A.S.S.A.INC. DP.WG,15-095.ocd } i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. {t Impact Resistant:Yes Created by independent Third Party:Yes i{ Design Pressure:N/A Evaluation Reports Other:Large missile level"D'.Max.Span is 16'-0'for 30 p.s.f negative Ft3R9 t�8 aE A.S.S.A..INC, P,4.R. OR yr{�;15-0 tiff,.{7f i ASD load depending on centermates and locking rad configuration for the Created by Independent Third Party:Yes I HVS blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone ! 'mountings 7'-0'for+75,-75 psf,for metals stud mountings and 8'-0' for 110 p.s.f.for HV3 and HV1A working in unison.See sheets 7,11 and ; 20 respettive!y of installation drawings for other spans and pressures. i j 389.3 8ertfia HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Dnwg 15.084 bottomLfor storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Ft,3E9 Rg Ii t-SSA INC Oh W( j 5-084 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 Other:Large missile.Max.16'-G-span at 30 p.s.f ASO load for Blade 1 Ft.389 R(3 AF A.S.S.A.IN . Py,R. pny1c..I Fi-tZSa,ndf and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Createdbyindependent Third Party:Yes respectively Contact US:z 1940 North Monroe Street.Tallahassee FL 32399 Phann:1150.487.1824 The State Of Florida Is an AA/EEO employer.Copyright niiN,g13 State,of Florida,::privacy Slatertlepl::Amssibihty Statement;;HS1 ty�d!:0 nt Under Florida law,email addresses are public records,If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any qurstlons,please contact 850,487.1395.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 45S,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 emall address which can be made available to the public.To determine if you are a licensee under Chapter 455,F,S„please click here.. (Product Approval Aempts: Nvctiri I ym i'Ii m,: n 4� � http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES: 1.SUM N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PROOLHGT EVALUATION DOCUMENT(P.EO.)HAS BEEN VERIFIED FOR COMPLIANCE DI ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLOROA BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SHALL.HOT BE INST"M AT HIGH Vft=Y HURRICANE ZONES. DEM WNL/LOADS SHALL BE BETERUSED AS PER SECTION 1620 OF THE ASUVE MENiDNED CODE.FOR A BASIC WIND SPEED RmAED BY THE JUPJsE H:ncN WHERE SETTER%%%L TABLE OF CONTENTS BE visrALLED WITH A DI7i ECRONAUIY FACTOR Kd-0.85,USING ACE 7-10 AND SHALL NOT EXCEED THE MAXOJUM(A.S0.)OMW PRESSURE RUNGS tNOMIM ON SHEETS 11 THRU 15,19&20. N ORDER TO VERIFY THE ABOVE CONMX ULTIMATE DESIGN WIND LOADS OCILIMI NEJ PER ASCE 7-10 SHALL BE FIST REDUCED TO ASD.CESIGN WIND LOADS AREA•1: FAV 8 AD C(ID BY MULRR,MRG THEN BY 0.8 IN ORDERTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED 0.N SHEETS 11 THOM 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ARMORS ON THIS P.E,D„AS TEM.WERE NOT OVER S RE9SED,A 33 9 INCREASE N ALLOWABLE STRESS FOR WIND LOADS WAS 114E USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSTS.HOWEVER.A W!ID DURATION FACTOR C0-1.60 WAS USED FOR VERIMP NN OF FASTENERS N WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA HV.ACCORDION SHUTTER SYSTEWS ADEQUACY FOR WOW AN0 LARGE MISSILE IMPACT LOAD HAS BEEN VERSED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE UUMONED COOE AS PER TYPICAL SHUTTER ASSEABLY 38-44 AIL REPORM- SHEET 4 TYPICAL WIDOW BLADE&WIDOW DETAIL -NV MADE VO 10214.01-03.]07T5.0f-03,11004.0t-05./1214.01-05.1W17.02-06./0609.01-10 AND 10210.01-11 AS PER 7AS-201,TAS-202 AND TAS-203 PROTOCOLS MID ASM E-1886 AREA ' HV MADE n AND FTS/VANDOW BUDIF a AND E-1996 STANDARDS(RISSOLE IJVE,D,WIND ZONES 1,2&3)&0122A01-10 AS PER TAS 201.203&203 PRM=LS LARGE MISSILE ^(WHERE APPLC.A3W -HT WIWOW BLADE 9/0505.01-OB AS PER ASTM E-1866 AND E-1996(MISSILE LEVE.O,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND j 0725,01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCRS SHEET 5 NSTA LATiON DETAILS A-F.CONCRETE/BLOCK SHEET 6 DS O' 2.IN BUARID IN WINDOW BLADE ® ARE ENGINEERED 10 WORK IN UNSCN MTH FACE OTHER UNDER THE GENERAL UWTA71045 AND CONDITIONS OF USE INDCQED ON SHEET 19 INSTALLATION DETAILS O-u,CONCRETE/BLOCK SHEET 7 3.BERTHA N.V.ACCORDION HNS(HV SCREW,USED AT MADES KNUCKLE AND FOR DIRECT MOUNT CONHEICAON TO TRACKS SHALL DE 114.27S'AND/14.1.75'RESPECTIVELY.410-HF MWNUM SERIES CENTERIMTE DETAILS IN SHEET 8 SIANNESS STEEL SCREWS WITH MO 1.N YIELD STRENM AND 180 kA;TENSILE STRENGTH.PNS SHALL BE COATED WITH BERTHA HN OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTERMATE ALTERNATING DETAILS HN SHEET 9 COATING APPLICATORS.REG781ERED WITH AIERCAN SHUTTER SYSTEMS ASSOCNTNIN.PINS MUST HEIR THE W MARKNG OH IIW HEAD, 4.ALL AURONUM EXTRUSIONS 90-11-BE AMIUINUu ASSOCIATION ALLOY AND TEMPER AS WDICATED ON SHEETS 2 AND 3.W34MUM YIELD STRENGTH FOR 6065-76 ALLOY tS MO kat AND 35^7 lei FOR END CONNECTION DETAILS 1-6.CONCREM/BLOCK SHEET 10 6005-75 ALLOY. MAGMUM SPAR TABLES SHEET 11 ANCHOR SCHEAULE-CONCRETE&BLOCK SHEET 12 S.ALL SHALL TO BE W/FtD55 MO 3o4TNG OR 3t6 ASN SIRES OR CORIROSION Rf_9STAHT COLIED CARBON STEEL AS PER ON 60018 N7TIR 50 ksT YIN.YIELD SiRFKCiH AND 90 ksi 1[N.TENSILE STRDNGIH. ANCHOR SCHEDULE-4.OS NCRETE&BLDCK SHEET 13 AND SCULL COMPLY W/FLOFIOA BIJADIIG CODE SECTION 2411.3.3.4, ANCHOR SCHEDULE-CONCRETE&.LOCK SHEET 14 6.BOTS TO BE ASTM A-307 GALVANIZED S1E11.OR ASL 304 OR 316 SERIES SrAVILfSS STEEL WITH 35 W 10NMUM YIELD STRENGOL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FMLO"G SHEETS FOR ANCHOR SPEDYnCAt10NS:IN MADE d: 12413,14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEEP 16 HN EEADE 0&0 WORKING IN UNISON:12,13&15 INSTALLATION DETAILS S-X,WOOD SHEET 17 B THIS BER NA N.Y.ACCOROON SHUTTER SYSTEM BEARS A U.S.PATENT/6779.51M COMPONENTS OF THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART BY U.S.PATENT(5.458,179 ISSUED TO EASTERN END CONNECTION DEMILS 7-12&X;WOOD SHEET 18 METAL SUPPLY.W- 9.IT SPALL BE THE R£SPONSB:UN OF THE CONTRACTOR TO VERITY THE SOUNDNESS OF THE STRUCTURE W1HR£-SHUTTER IS TO DE ATTACHED 70 IGURE PROPER ANCHORAGE L'CNTRUCTCR To SEAL/CWLK AREA I HV WINDOW B an1:'- DN Y ALL SHUTTER OOMPONENT EDGES WHICH TREIMAN,7HRU FASTENING IN CONTINUOUS L17NT=r WITH THE BUILDING TO PREVENT MND/RAN INTRUSION, TYPICAL SHUTTER ELEVATION SHEET 19 10,EACH MUST AND t:RAE PERMANENT OCK AB LII A I�OY PLACE WON WARNING NOTE:DURING POHOOG Or HURRICANE WA WHOS NOME OWNER,TOWT.OR OTHERS,MUST PROPERLY CLOSE ALL hV AND HO AREA 4' F(V WINDOW BLnn1-n ONLY 11.SHUTTER MANUFACTURER'S LAEEL SHALL BE LOCATED CH A READILY VISIBLE LOCAUCN AT ACCORDION SPUTTER N ACCO,1CA CE WITH SECTION 17 tO.&3 OF FLORIN BUILDING CODE ONE IAS7.SHOAL BE INSTALLATION DETAILS,METAL STUD WALLAS SHEET 20 RACED FCR EVERY OPENING.LASFUHG TO COMPLY WON SECTION 1710.8.2 OF THE FLCROA MOLDING CODE 12.BERTHA N.V.ACCORGIO4 SHUTER SYSTEMS INSTALLATION SHALL COMPLY WTI N SPECS INDICATED IN THIS DRAARNG PLUS ANY SURDING AND ZONING REGULATIONS PROVIDED BY THE JURNSOICBON 14HERE PERMIT IS APPLIED IO. 13.(I)THIS P.E.D.PREPARED BY IHS ENGINEER IS GENERIC AND DOES NOT PROODE INFORMATION FOR A SITE S WWFIC PRWECT;I.,INI-CRE THE SAE CONOMOs DEVIATE FROM THE P.EO. (b)CONTRACTOR TO SE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION NC•LDIHINC UTE SAFETY OF THu^PRODUCT.BASED ON THS P.E.O.,PRONOTD HE/SHE DOES ND-,DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSM DDN SAEErr AT SITE S THE CONTRACTOR'S RESPOrs9NUNY. OBTAIN PERMITS IN THE STATE OF FLORIDA (C)THIS MED.WILL BE CON SO)ERED MAUD IF ALTERED BY ANY MEANS. _ (d)SITE SPECIFIC PROJECTS SHUN BE PREPARED BY A FLORIDA REGISTERED FEMUR OR ARCHITECT WHICH MLL BECOME THE ENGINEER OF RECORD(E.O,R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF RIE P.ED.ENZINEER OF RECORD,ACIDM AS A DELEGATED ENGINEER 78 THE P.E.D.ENGINEER SWal SUBMIT TO nas 1A ER ME SITE SPECIFIC ORAWWW FOR RENEW. (c)ORGUM P.E.D.SHALL BEAR THE DATE AND CRIGWAL SEAL AND Sk-.MTUR£OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. m FLORIDA BUILDING CQDE(Non High Velocity Hurricone Zone VAVAAA>v. . .T/�AAAAiA CA 2075 EASTERN METAL SUPPLY.INC. �p41Cf�6I�`w�' BERTHA HVT,A ZIMILFc® ENC. ��S,�E�� Accordion Shutter System R ; = FLY.RADE#1 W/OR W/O FIV.WINDOW MADE 13 F : = American Strutter Systems DEM9CTT DN DArz CRON 17r, 1I '*+ TIF11T TESTHG&ENGINEERING COMPANY �' TgQp Association, Inc. i 'O D. G753 N.N.SA.R fit Ras VYGN4 GYL9JS raaA 331 OLD 11-t 92 4/13/1s ME. 4/13/1!. -�Ac'=C� (3os)871-15x.Fa.:(3D5)67,-I5R1 4268 Westroads Drive 2 '�s ''• INN °-R10'L'L Q��F�+ West Palm Beach, f7 33407 3 DRAWING No iO�AI E`v\ A`` WALTER AOfi71�.PX. 4 1 5'085 P.E. SE.... L W��URE/DATE S F 144167 s SHEET 6 1 OF 20 yJ Y.raR,YM'A woo® . VXUES 1 461' h% 1.5!6• �Y { � Ma,. L•2�� 11'yy' X54' Wit_ —__ C. a, J7t� .385' -I 2,057' 111111 1.999' !94 r .37' ZI COVERED UNDER US PATENT g 5458179 QHV UNIVERSAL FLOATER o• 5 9 ' OUALFlED FOR USE W/ NV BLADE Q7 �4 HILOIREGT MOUNT W BLADE I HV WINDOW BLADE' 6005-T5 ALLAY AND TEMPCR QUALIFIED FOR U E W FiV 6083-76 ALLAY AND TEMPER -SEE LIMITATIONS OF USE OF BLADE @ ON SHEET 19 BLADE1 1 6063-i6 ALLOY A TEMPER �_ 60GS-T6 ALLOY AND TEMPER •'�.. 9.996• 1., .992•' 1 r8w M.920 .915' M2• _T. .. -0 __ y072- 11 p.D7. V W I.I &4 6m 1273' Q �B�H�( WALK—OVER TRACK BtaoEpl QUALIFIED FOR USE W HV 9 4V ,TRENCH TRACK t 55' 6 HV ADJ. FLOOR T 6063-T6 ALLOY AND TEMPERBLADE / O LADE 75EW � 1 QUALIFIED FOR USE. IN I 6063-T6 ALLOY o TEMPER BLADE(�QNIs. HV RAINGUARD� BLADE G063-T6 ALLOY AND TEMPER 0 r'Q, W/ HV 5063-T6 ALLOY AND TEMPER VATS 1,915' t.9*s' BLADE 117', vAf0E9 f.93s' 6063-Tb ALLAY D TEMPER o ___ - .100• . r 3• • ...� os� n m � � .• •. � �• 670 092.. 0 063' 083 �1111J�3*k .. C670 1 ! HV HEADER/SILL t3 HD CEILING HEADER/SILL �—- O ftFORMDI�. ONLY, QUALIFIED FOR USE W/HV BLADE t ONLY � 6003-T6 ALLOY AND TEMPS QLA IFIED FOR USE W/ HV BLADE 1O • L'..,y HD WALL HEADER SILL SEE SECTIONSEE SECTIONS FOR VAUDRY. QUALIFIED FOR USE W/ IN 6053-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE D ONLY. 6063-T6 ALLOY AND TEMPER COMPONENT A 0 TI T2 Y ! kMNY MN! 2" i 2' WAXF0.!25" 1�} 2' S' . 1/49' 1/8' J• 1 3 ..... 1 •.�O.MO' 2• 5•MAXI 0.192' 0.152• I-,.-_�.—r SIDE ANGLES 19 2.5' 7'MAk.1 0.190 0.150' �0 CORNER POSTS OUALIFlEO FOR USE W/ffV C' 1 QUALIFIED FOR USE 1V/HV BLADE( OU .. HV BIRD-c 1 6063-T6 ALLOY AND TEMPER BVI,E 1 ONLY. 6063-16 ALLDY AND TEMPER 2' S'MAk.1 0.129' 0.137' 6063-T6 ALLOY AND TEMPER KDRIDA BUILDING CODE(Kon High Velocity Hurricane Zone a 2015 EAStYRN KETAL SUPPLY,INC. •.........,,,,9,; BER A H P: EN '_ Accordion Shutter System /� TM �TILME C O cllti A,S.S,Aa KV.RAM g1 w/OR W/0 KV WIWN BADE American Shutter Systems TILUT TESTING& ENGINEERING COMPANY OrSasDal CATE nRxr,,r m: R_. STATE OF Z� 6353 Air.301 6L,61<.=VSA GNIZ s,Ft a MW Association, Inc. I ( OLD 11-192 i/13/15�nu& -4/73/15 pt_:{305)971-1530.Frs:L30!WI-1531 4268 Westroads Drive 2 DRAWING No F105�D •��� .Rte:L'•t cw..1_ West Palm Beach, FL 3 3 407 O,t: 4.660• 9 fl' 43' _ .740' i0LT3�. 4.qy 2E.�IJI pM� 2. 3' .. SAM J i ".VsPG rn"M P� • _ # 3 _ 6'NFD nA' T' Aa n o .062- � .... _ y"+� 4 .A75• 1 •376' �- o _.___. •4 �, .�� LOR1.t5 C(OSV .(0455 rnroex • �o'^ d Ki.;(ONP+C (011mYC P.ATn}) j QUAVFLED FOR usE w HV BLADE T & ONLY O Er., ED FOR USE V! w QLAOE 7 & I ONLY 1623• /HV QUALIFIED FOR USE W/ HV6063-T6 ALLOY AND TEMPER /6063-T6 ALLAY AND TEMPER ] HV CORNER CENTERMATE BLADE 1 & LY. alf.DE Ut &�ONLY. Q AU ILLP FOR USE W/tN BLADE ONLY 1,61-.0'AFTER 6063-T6 ALLOT AND TEMPER PIAREIC RW'1.75fi' 4 401DE0 70SCREW707A' 1.703' RNER G x+3 4" SCFORE RP&IM j y S.S. THUMBSCREW, 17-0 RIVNUTx Sae:04U.k"40u(M+-n AUCM U=FINME rill fa WW h=M.PART I ana IS wwnrvam eY Amn PLAN '�' FRONT ULYATION 'Fq V " " C 4366_ CHERRY TO"tH.PAMPPOV.NEW JORSU 0=4 OR COWL LOCKER FOR "T" LOCK CENT_RMATE OUAUFIED FOR USE w/HV BLADE 1 ONLY %� HV FEMALE T. LOCK CENTERMATE HV "T' LOCK HV ALTERNATIVE LOCK F 6063-T6 ALLOY AHO TEMPER G {{�� OVAUFlED FOR USE QUALIFIED FOR USE USE W/ HV QUALIFIED FOR USE W/HV BLADEQONLY QUAUFIEO 6FOR USE ALLOY AND HV LADPER"ONLY W/HV BLADE r0 ONLY. BLADE :/ONLY. 6063—T6 ALLOY AND TEMPER 1.617 .filY o j`� 3.161 O]•' •"' !r'�z O '-7f?i3M67URN —y.063• 0 f — LI• GY7aNCER OR .214•- .063 .o6Y....� _ ;06 KEY cruNOER .21{' In In n' 0.673 wn. la 0o o405 HR 0O0 ,.1zs u„ 2 C R C j o a QUALIFIED FOR USE W/HV BLADE 1 & A QUA.UFIED FOR USE W/ HV BLADE 1 &�1 AS 4 m 6055-76 ALLOY AND TEMPER 6063-TS ALLOY AND TEMPER N yARlrS.12•N1i. QUALIFIED FOR USE W/ HV BLADE T Ar ! I/4'•-w az aR 3/a'4-TA ,.130' 6063-T6 At10Y ANO TEMPER t � a¢W,liAlM*>.,CZ•vS �� *1/2' i _._f'CNNDER t5T=PCO ST 0� OR KEY �tt5- • 1��!I``�■�"'t { CYLINDER LOCKING ROD * 1/4'0 ® O 1.76 Mo.. HD QUAUF7En roR usE W/Hv BLADE J - m " HV 1 4" 0-20 AISI 304 BY REGENT HARDWARE MORTTISLOCK LOCKS SERES 2333 NOOK OOLT LOCK. � 6063-16 ALLOY AND TEMPER fiV 3/8 0-1�ACETAL a Q,J(NSTALtATIDN WILL REQUIRE A 7/16' HOLE U FRIES S.S. THUMBSCREWS QUAL11lE0 FOR USE w/Hv 9tADE T(J&t� D ILLED AT TRACKS FOR PRO?ER EMBEDMENT QUALIFIED F T /1 rr BLADE(7j QUAUFtED FOR USE w/tN OLADE TQ FLORIAA BUILDING CDDE(bon High velocity hurricane Zone A% I �i� 0 2015 EASTERN METAL SUPPLY.INC. ,. 1 .......... ✓q', .-Il Q`;��r✓ENSF 'o BERTHA HVTM ECOLai. KV,ME OOy�mAcco !L # W/ RKV. k 1ij j �S American Shutter Systems n. OC uaa:>n6 GATE DRMN Dn RL PL �'.; TILT TESTING&ENGINEERING COMPANY kr�$ Association• Inc. i DLD 11-1sz 4/13/15 DATC4/I3/Ls I=N.11,;ay.a:b..3oa vam;vn c,aRaiS,FLORA all _ %q��•j- EOR S-2 vh9n,:l3csJa71;530.F�:(3os7s7l-1s31 5268 Westroods Drive 2 DRAWING No ,h .. ...... West Palm Beach, FL 33407-COM3 '7%p„S�Ofi A„T1ASA` WAUER A 1ClfTl�.P.E. 4 t 15-085 P.E. SEA/SIGNATURE/DATE ` 144t6/ a Std 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV (11 HV Q 41 "7 12'MSN. CE O W BLADE 1 4 ro BLADE TOP E25 (� NN ie60Ow RAM .0025 :�� acn .o0r ® HV BLADE 1A �� + m oPE1sT ' � HV(ANG RECESSED NYLON BUSHING ; z II• n BMN.Us cls• Y ® HV SHORT RECESSED NYLON BUSHING ( ) I { ® WNYLON HAT WASHER OOR® y I j If ® HV WHEEL CARRIAGE A1SI 302-303 SERIES I ! ':'.459- ? ,� //m2 750, X 44 0.870'x3/16'THICK NYLON 'NHEEL. I I -� = H++WINDOW n `� z 7/8'M44, 0.188'0 AISI 302 SERIES S.S. RI1cTS 7 315 a SEPTA 0" _ 03. BETIOVEN © HV 1 3/4'ACCORDION PIN W/ �8 HEAD * EXTERIOR I 10 e pMADE E; j+5 3/4' m�7 • ERS HV 2 3/4'ACCORDION PIN W/08 HEAD * •I I -`�� Im"•- �2 1/{ 9 � PGLYCARBONATE IMPACT RESISTANT HV VANOOW i j eEt2lEET1 i I 41 �a 'p g }TCEAa TYPICAL HV WINDOW BLAnE it�A AND -A LA W WINDOW DETAIL (DOR® 4 or ®3 i N.T.s. {SEE NATE FOR EOURiEMEN19) I (DOR® I I J *POLYCAR80NAg IMPACT RESISTANT HV\'{JLDOW i I - BAYER MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED GRADE OR SABIC * I I fro MIN. n INNOVATIVE PLASTIC LEXAN 103 RESIN i I f i t O OR(a (SEE NOTE 'F-ON SHEET 19). (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OR POLYCARBONATE SOURCES FOR 44 HV©BLADE. �'pICAL SHUTTER ASSEMBLY EXTERIOR .rarxr 6L�. TISCX_PRDVQt16 s�ko4r0 N.T.S. R a�2 OAT ev�cD (2) IiV PIN 43 MAY BE USED IN LIEU PIN OF 0 AND ONLY AT Ex�loR �... a (SEE NOTE FOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1O *0J24• BLADE'S KNUCKLE. FfL^6a sPmID tram Asn Dm- aoA1 M+• DDU ro/I+ BLADE WHEN CORRESPONDING TO INST'U.AT10N 11", SHEET 7. 04�y � Q 3 REGUIREMEtM) � +�y� - 6 f I I I iFYJtE MELD SSIdtaM AR1i 6q0 9AD0 DAL 9.F+0o PaJ. asawf4..SlRQ4 H Al TE1D ASN om IZ=P.1 1;4U—L (3) HV PIN fl OR W/ 1/V O.D. I/t 6"THICK S.S. WASHER 0 y ;f FIJDMQ L NmDe:a ASN D 40 T4a4m P.L 3AtPCD PAL SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER OET/JL X. 8�p� � ! I WhoSHEET �: � Ara Dae 1e rt-6/ n n-or EEL CARRIAGE DETAIL sMo ° " atr OMI 4'2 s -S x WkMAT s• $EMBLY LAYOUT P= Dr Dt-4 AaM Dan c-1 C= D-I sus N... Sur V-11Dn1 Asn DIM 10W•r 46.14 I6ea ASM mss nw6 r 5VM.Z 1 vTVI ARM 616 4]42 PAL w P.I. 1_HV__BLADE SOLID �4 HV WINDOW BLADE DETAILS �1WCA°� Am'°'" wl-t 8W—L N. . . FLORIDA BUILDING COBE Mon Nigh Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. _ '` EN BER HA _ 11LM ECO 1,N AL.S.S.A. Accordion Shutter S System KV RACE#1 W/OR W/O FLY WINDOM RADE ' TILUT TESTING &ENGINEERING COMPANY American ShuHer Systems DTNAIPDCR I wt[ DRAWN BY: 1w Ajp OF * s,KR., r U. Association. Inc. 1 01.0 11-192 4/13/15 DATF: 4/13/Ts P v<:(3as)s21-113D.F4.:(30521_1s31 47.08 Westroods Drive 2 baec000 — West Palm Beach, FL 33407 3 DRAWING No Fs' ti � 'VAL Z'kl � Wn M DrJ i ,6Z 5 15-085 P.E.�L1KL/610k%RE/DATE a Sh-4 OF 20 �•�� �(jam,, *NOTES ON HV LOCKS AND CENTERMATES: D 0:1 D Y H s a U ®,��•�� 1. DMMM fl-ONE W LOCK(a or&—BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORLLL n I nELEVATION. LOCK or 62►U Y BSE m ASµAN INSIDDEEOROR UP M OUTSIDE LOCK,ATTAND�m=4 ANY 1 CF7tfElYAV1TES W/(2) 1/4'0-TA x 1/2'LONG FLAT HEAD S.S.U.S.LOCATION OF(OCT(SHALL BE AS INDICATED ON 'TYPICAL SHUTTEfi ELEVATION. ®°' LOCKS OR MM LTEDES4 USED ASFAN t9�9DE OUTS®E LICK.CDLINEPERFORMANCE OR FOR ECIIOU N OF PURPOSES, TO UPTO TWO KV CENIERAJATES �! OR SW1L BE INDICATED ON NOTE 11)ABOVE LOG ON OF LOCKS SCULL BE AS W[XG ON TYPICAL SHUnQt ELEVATION. 3. --OW;Q ON'N'WHEN 14ANONTORY CONDITION it OR LIMITED COMBITION II i2 IS USED VVM HIM 1-0=11t LOCKING RODS ARE NOT RfOtNRED AT�tURRICAN POSRJON.BUT MAY 4 5 90 sRro. ED.`l�4� - +' BE USIF DESIRED TO ENHANCE SHUTTER PERFO E LOCKING RODS Q'.3'OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSMON). 4.MANDATOW CONDITION 12-ONE W a Ff 11 AT CORNER CENTIERUATES FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.KV LOCK t�oorr U SHALL BESHALL BE MUSED AS AN OUTSIDE 0'R INSIDE LOCK. � __ �) ATTACHED TO®CORNER CETJTERMATE w/(2) 1/4 0-20 x 1/2-LONG FLAT HEAD S.S.U.S.TWO LOCKING RODS AT TOP&BOTTOM SHALL fJE USED.LOX:A710N OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. y.-. MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SIWWN ON SHEET 12, I c/ g'. S IL ( s. a At 0 � � Aa 33 •ONE ALTERNATE HV LOCK MAY BE USED UEU OF FMY COCK or FOR ANY SPAN 0.ND q Y� ItFSt CIONS AT ANY ELEVATION.AL ERNATE LOCK MAY BE'LJSEO AS AN 510E OR OUTSIDE LOCK.ATTACHNFNT 3 �9 trvo �� OF 1/4'0-20.3/4-S.S.THUMBSCREW TO(&OR CENTEwATES MAIL BE MAD£W/1/4.0-20.3/4'ALUM. / T D f�gw b�i RNNUT AS SHO'AN ON SECTION HVE.SHEET 8.ON-LOCK 91ALL BE USED AT 1/2'OF SHWrWR SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. © D,MANDATORY CONDDgIJ i7 FOR KEYSTONE MOLtunNG NSTALdTTON_4_ ONE HN LOCK o! or®SNAIL,B£ n{� USED AT 1/2 OF SHUTTER SPAN FDR ANE'SPAN OR 12 ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS IJP TO 967.I i1 LOD FOR INSTALLATIONS AT ANY EUNATION.OUTSIDE LOCK.ATTACHED TO e3 or @ SYMMETRICAL�CENIERMATELOCK @ 9 Y! //(2)I/-20 x 1/2'MAY BE LONG FIAS AN T INSIDE HEAD S . SEE END... j U.S.LCY.ATTON OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS 0 W/ CO3`OIECBON OR.@ TOP AND BOTTOM IS COMPLETELY MANDATORY. D-=ThTS ON D f C N 1 J x L Y P 0 • Y x 5+6.ETS to& I 1 :nu " *NOTES ON HV "T" LOCKS AND CENTERMATES: HEICHTI- OF CORNER 1 . M 56 AM 9UaUUA0M_dLAWL LL imsnm rm„ CENTERMATE pNE ALTERNATE HV'f'LOCK(Sd MAY BE INSjA�LLED IN LIEU OF IN LOCKS $OR o$FOR ANY SPAN AND 4r,�p1�°^©• oo®oi10 "' INSTALLATION AT ANY ELEVAIION.ALTERNATE 1 .K DO AVIV BE USED AS AN INSIDE OR CUYSIDE LOCK ATTACHMENT J + •� OF LOCK t�INCL.UDES USING REINFORCING LOCISER"09,AS SHOWN ON SECTION TAC,SHEET 8,WHICH NIJSf BE CONNECTID TO CENiERMAIES ANO 'WJ 1/4't+-20 1 1/2'LONG S.S.THREADED BOLT Wf 7/8'0 x 3/32' 'MNGNUT OR WJ 7/d'o-20x1'SS.M.S.INTO A 1/4'ex 5/$'RNNUIT LOCK MAY BE WSVdLED AT MIDSPAN O.4 12' • • I@jm®•O+ a MAXIMUM ABOVE AND=.MOSPAN.USE OF TWO LOCIONG RODS�TOP AND EOTOM IS MANDATORY. 1.RO LDCI(210a 3 DRS W/ ONE ALTERNATE NO LOCK®MAYBE USED W UEU OF CAL 1 HV BLADE SHUTTER ELEVATI[o IN LOOKS OR Q4 FOR ANY SPAN AND INSTALLATIONS AT ANY O.EVADON.ALTERNATE HD LOCK 6MAY BE USED AS AN DLSIOf 02 OUl LOCK.ATTACHMENT MJF HD LOCK A TO IS W/3 to x 3/8'FXSSJd-',,AND INCLUDES REINFORCOAENf IN= AS SHOWN ON SECTIONS HDB-TAB AND IDC-H1C,SHEET 10.LACK MAY BE INSTALLED AT WDSPAN OR 12'MATOMUM BELOW OR ABOVE-MIDSPAH.USE OF LOCKING RODS 0 IS COMPLETELY OPnONAL FLORIDA B001 CODE on High Velocity Hurricane De 0 2015 EASTIRN METAL SU-PLY.INC. .�CENs.'l`�9':� BERTHA HVIM �IL E�®�►,�. A.S.S. . Accordion Shutter System / ICY.IXADE#1 W/LR W/O KV.WINWH MADE 71LLIT TESTING& ENGINEERING COMPANY American Shutter SystemstEv.NJ — DATE DATE n,lw•t 8,,. M,L $TATE OF ;'Q �xs"m.Jwt v sm.J A,xasrA cva F1crmA u1 Association, Ino, f OLD 1 i-192 d/13J1s oA c a/13JT5 -p­ :(x)aTT-tsio,ca.i(3os)aaT-1ss1 4268 Westroads Drive 2 ........... R) ` •- �w'I< a West Polm Beach• FL 33407 a DRAWING No Fs••........•`\N`o�,� I'.3-Clow 9 15-085 J,s/OVAL +t,�A�``` "ice.;LW-1 Lrr Sa167 6 SHEET OF zo P.E. SEAL',6U;il RE/DATE POURED CONIUME ANCHORS r--_ .._}F_ ®� 1 TO A A49 Mn.saW'x1x , UN.stFuwtov CO.L ETE (SEE SCHEDULE ON SHEET 13) i TO C SS Oa 1 OR EwmNG 1 SCHe"a WD I7sc 91�E ' REOUIR_ro 7- a=Ci a Holo�w = 4V`�''...-� •n„ Sao,t) IX151TC aAa1J07r� •. i--Oar�UK • e 9 GLASS w 9eAT 1q ALTEANAIE 'I 1 0=)H;- 'I OSRNC ANCRO" i1 ' LOCATION r I1 ' '1 /1QA3/4'R](WASHER HEAD 11 OR 13 OR is J/e MM TD(SCREWS O IV O.C. --0 DCE of i J/6 CONCRETE ANCIHORS $ 6 SCHEDULE ON SHEET 13) APPUCA$E EDGE Or OF '11 SAB IF e 1/I 1 F�o APPLICABLE . !➢Pil^1BiE O• O� IF APF'JCAME POURED --E.D,--JCOPOUR NCRETE PAT wa CONCRETE ANdWRS ' BEE vaT � 'CONCRETE / �.� (SEE SCHEDULE ON SHEET 14) 11 FOR NHE di" REau 11Eo ........ FTAT HEAD ULE CONCRETE SHEET 143 (N N4iT 1b 1O1 t OR CONCRETE �.._ ` 11 .TRENCH INSTALLATION I aa6ma 1� tEWRtED D.�--- D.�- (SEE scTiEDu(E ON s(IEEr s4) ( HV WALK—OVER INSTALLATION OEM RD. LY�RE RATING h FOR SPANFS PEER HV CEILING INSTALLATION ® HV FLOOR INSTALLATION t SCHEDULE 03.SHEET 11 (G7 TJsstsc w.atzeusm 1 CONCRETE ANCHORS 1 NMT 4^= O -_T_�- (SEE SCHEDULE ON IJ4'e.TV 1 (SEES 15 tN vm to O E]OSTING BUSTING.G1ASS >mAVMta,o Ma GIA55--, TEua IED W 1ft'C(wD/ F IIfli)8 Tdi4at�NWiS 6, CLASS I ? -fit s mm�u: sccr to �(� ,J/P un neR"o e• tL+1L 1G II !I 1 mzawAca. n !i ntocolo 9.11S�%iN I'I ! TFI� C.d'w to N-0'WX MnY 6 StUff a LN TAS Ota 1rA0 L I (TIP-)(SCE NCIE tt ON 5maj 11 I/y raw 3/a• MAX. WASHER WAD /14>,7/4" NIX V:FIiD _.I • U fy-OC. $TF3E SCRtEWS O 9'O.C. . - -- NzS A•.SA.S, I 55 YS OR 1/410.20 SS.NS. CONCRETE ANCHORS — 6 .7 �, � / i� 1/4' •..�: `-�,S • orsW/NUr U 4'O.C. O 9'O.'C. Mas. o t2.44(SEE SCHEDULE ONT t`� 1 --7' SHEET 1H /' DaS1 "HkbcT%P) 17 a $ i ' • 2.00 /10H.k C.e NON i. 1] 18 K+cL 1Ry(oEcauNc D D;• /; 5lAD 1 �.;3O.-F.H.S.O.S. r,llQl. 7 7/B' 1?/P" _ 'A➢PIiCAf?' 1-CONCRETE ANCHORS U 9'O.C. - � NOTE 1 po NOTE 13(b) (• D POURED CONCRETE (SE SCHEDULE ON ON SHEET 4�,�COFtCRETE- OH SN Er 1 . p_ .._._........... OR CONCRETE BLOCK SHUT 14) OR CONCRETE BLOCK / REOUIRED �KEYSTONE MOUNTING INSTALLATION _T UK HV WALL FLOOR INSTALLATION HV WALL WALK—OVER INSTALLATION ,w_,2 Fd YAbhL SHRUB SPAN C-W V RAINGUARD INS TIOt THIS fi4TE SHALL BE NME FOR COkUNAWN OF SECDONS' ♦ R010HASIf WHIN y PERFORMED E.D.v EDGE 04STN1DI AWACE7�TO AN OPERADIE Da SFE LTMRATi(INS OF USE FOR I—SFE SHS 4 FOR TY� (SEE SPECIFICATIONS"'SITT"' OR ENTRANCE arm aN SHEET 14 INSTALLATION DETAILS W/ HV BLADE 2-UOUNEIASSEUSLY NG,SECTIONS CAN BE CC+(P'RED "-... IN MY WAY To SUIT ANY INSTALLATION FLORDA BUILDING CODE(Non High Velocity Hurricane Zone �• FR A.i7�1�TAA,, ®2015 EASTERN UETAL SUPPLY,INC. BERTHA HNTN A�S�S1.A. Accordion Shutter System IMi �omrtv MAX Igi W/a(w/o RV.Y1iW+v IXADE American Shutter Systems DUSCR17M. DATE OAA,of, MA. q 'SLATE.Df '.�� PWT TESTING d( ENGINEERING ROA 33 Association, Inc. I OLD 11-142 4/17/15 DAT_ 4/13 15 axs Na.Jr4i s.sr.3m.vr!aw cAraOS.nmxA.ALT• ! (7Ds)s71-1531 4266Rest1 Oods Drive 2 DRAWING No •- L1k�o a.xm ,y`AiF�S•.. • Co EB-vaLaT,P West Palm Beach, FL 33407 J IONALti 1�1: WA'IR Arn x.P.E. 4 15-085—085 FDA u°.p u1a7 s SHP.E. 5'n 6E/DATE 7 OF 20 SEE END WALL CON S 10 18 SLE Wits ON LOCpNC RODS q.1N Lom(a v q OUT 1N r f E>o„N�GLASS INSTALLATIONS W/ 1 HV **ANDAL'U^TE[V�®°N S. BLADE W HV CENTERMATES ,ELADE�DETAX-01 m+�o °�°"V"O7 °� 10•�`• OR 24 SEE END WALL CONNECTION 10•®"®' ©•®°' EXISTING CLASS DETAILS ON SH 1 ICI®•CJ ® 31/4- T G 1/2' --_7___.__—_ 2'.2•.1/a•.o•-. 8 • a w i • 5 (cow-Ta AtM Allo OPPOSING ANGLE w/(2)+IeQ TAPOON 1/Y -@-@ S)MMETRYCAL ANCoRS TD CONCFM e - - CENTERMATES CEN RMATES naa) /lots/a•s.els.0 12' T�IH.sEVARATo1+ (a)/10.1/2'sus.m rusE oo TUL1 Levert Z HV LOCK fL .or W/ HV LOCK or to� AT Ffr?1 A3XXG(TrT') 1 - (SEE SWEDULE 5 I * 5* IN NY 'fyr �* 3 ON SHEET 11) 7 F ------------ � 1 - ©�®�©•�a®ato•®« L.- O (2� HVB OUT ®a HVC 10•(Is��•��•�a HVA �w®m©• 7pmp 10+�Ja EAMING CLAM -PDUREDCONCRETEOR ®•CJ-©�®•O•� — (o.@°'�©.�h�.�� F WE LGaCKWALL 2-------------.___ _ _L.,J____ ____ (STING S\'.'l'�°°�•�°'�`®p°i 5YMMETRICA 6 7 °'S ' SEPMAT,DN _....._._ _ cuss 8 9• «1 5 J SGH 'CLASS GE LAS1 CENTERMATES F ©. Tr�us wf Hy LOCK Q6i asEeo_5<1HEDLU 5E� MIN.SEPARATICI\ (INTERIOR) @ (SLEDULE ON SHEET T1) D (iNTEFOOR) -.---- - --- ------- --"----'---- jf OUT — 1 1 -GDNCREtE ANCY!(ntS o is'O.C, a J 3 � YM1ES I 3 * a � �9 Q OUT] �.._ 6 v2 UM SLACK oUT I @ji, HVE HVF** HVD FLORIDA BUILDING WDE(Non High Velocity Hurricane Zone 1/1rll...it ®2015 EU7MN METAL SU-MY.INC. /j✓,�� BERTHA HVA, \cEly Accordion Shutter System I Vic ■S■S w ■ KV WDE#1 W/CR W/o H.V.WWW a.ADE T,LUT TESTING& ENGINEERING COMPANY Am9rfCah Shunter Systems ascanna. wTE aa.nv Rr w1_ A3soctallon. Inc. 1 DLO T 1-tea 4/1a/is.DAN.: 4113/13 • io x Pk—:(305)971-1530.Fa:(=)a71-1531 4268 wostroads Drive : DRAYnNG No UR-0.0— West Palm Beach, FL 33407 z ',�`F'•• •'\��Q M-OM714 , I 15-085 / M)LA 1+ P.E. OR6 • .E. f1; 1�M Li-(44H1fi7 It- DATE Ps SHEET 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE %VLTE OR CONCRETE OR CONCRETE OR CONNCREIE CONCRETE BLOCK WALL BLOCK WALL REOUITWD BLOCK WALL REOU9•ED BLOCK ri7uL REQU67ED REWIRED -/---L-LNG CLASS DOSTING CLASS CONCRETE 115'O �EXISRNG CLASS /1PL 5 ON _J.-.- _C T 2•Nul E�STIN;.GLASS 2.41IL r- TO CLAM(SEE LW.r ION / -1 ISL STPAFWICN ON%ELT ED ED TO QAW om T I ITR esrs O/ta 1 e+SM BLADES ?' W a�iPss SCHWLAE ON 97PET 1/16•x3"MAX. ON SHEET 19 fUi 11 UI FOR E ON O� SOEIXyE Qi SFEET 11 1731 RADEOn`O (ODB3-TO)CONL HADFS ISG QA aN BEET 19 FOR I/2• h7T91 X10 FOR ON SHEET 10 TOR AWN.CLOSER (EOFLFDo(c�S�aR)E AT 1 RADFsO&Qq1 u nD�3t 9OE �u� T arDFsmm QA -) (F�) ( I f USE 1'OR 2'MAK 1/z'14N. _ (A+APPUCAV'E)x2•.I/9•.T-2• 110 1/2"S•AAS --- - A1.VeUNUN CUP AN0.E ----- �toal/z•S.N.S,- -----._—. ®16•o.C. — 0 16'O.C. ------ ------ a \ (6063-76 ALLOY)AT NlaxgGHt 4 (2)/44'0 TAPOONs ANCHORS TO WALL AT I. O.C.(LOCATE AT 5 SEE DETAILONE FION OR Or Lim SM CFO) t OR 1 OR (� SEE OETAL X TOR SIDE CTO TRA 104 SEE OETAL x 4 SIDE cau¢cROH 1 OR T°TTUGKs Q+-©'O'a •®' S1U£C'ONNECFION dIr-©•Q-6 1a.�- .6 7-8•.�i .�- TO TRACKS �.T v S O.Q�ap•®a®• To TRAaSs 1 ®-� O ON 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 Z- 09 •}RWNRET7 ONLY FOR SPALLS CREATOR TWA 12'-O• POURED CONCRETE AL -�EXTSN7G CLASS REQUCONCIRED MOCK WAIL SS a a REwmLD 7 TO CLASS(`UX O 36•N. - 1QL 51PARaR@7 STARATION D c�------ ------ yf'U�'AZ ON HEFT(DAM CA4 1/z•1AN. TD GLASS(SEE / --------- ON SEcET 19 fTR ANCHOR 0 I BLA OiEDXE ON O --- --_ 1�CR®oR 1�OR 1� CONCRETE eA7F50k Q2J 12.O.C. / ---� ON 91�T 19 FOR ANCHOR _ �O _. '-5 (IK)L & •_ OR@ OO.C. _ 1�2')IG4.---1 __ j� a - ---�__ NDN. - - - 2•WH. 2•AdN. EO — ♦SEE LIN ATK)NS OE tt=E FT)R s '��nL"''��• v Fw - I 5 BLADE VON SHEET 19 Oft®OR i�OR�ORC 1 OR �' LA L DETAIL X POURED CONCRETE OR OR 'c��° L ON CONCRETE BLOCK WALL \\ 6�,A'\y'©•La_©•,tri- 1a:`+.+'®•@-©•®- REOUIRc"D ©•Q•�9"©•O.®- 0�'®s®7- 0 0•®=©•(O-®- HV BLADE db HV WINDOW BLADE INTO ®•�-Q�O ®- ®'®'� ®"®'®" CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL CONNECTION DETAIL© �a®-0 FLORIDA BUILDING CODE(tton High Velocity Hurricane Zone 2015 EASPERN METAL SUPPLY.INC. �... .... ZCENtr9% A S S A BERTHAWV; I�LE O tac. Accordion Shutter System RV.BADE#1 w/CR W/O RV YAWN MAA American Shutter Systems1XxRrz On 0Arz fn Nl • TILUT TESTING& ENGINEERING COMPANY STATE OF axis n.n.3m,n,s.316,'7 A ama nazw M." Association, Inc. OLD 11-192 4/13/75 OAT• 4/13/15 PAcae:(3os)en-1530.Aox:(2505).871-7631 4266 WaStroads Driva 2 ORh�4iNG No �F•• 0 ^ w«aOor�m West Palm Beach, Fl. 33407 3 •,,, sS.......••�v`o' m-0O-Wi7' t 95— N95 'AIA, /ONAt .+`` WALTER A muT Jr-PF SHEET P.E-�CP}19i1S',�AT RE/GATE P` u167s s 10 OF 20 SCHEDULE 41 SCHEDUL A2 SCHEDULE A3 MAXIMUM SHUTTER SPAN* 'L+'OR "L MAXIMUM SHUTTER SPAN* 'L+' ,XIMUM SHUTTER SPAN''L+' """'--""-I (ft.). FOR INSTALLATIONS W OR -L-' (ft.) FOR R 'L- (ft.) INSTALLATIONS INSTALLATION LFY:RID s NOTES. CENTEMATES & or�a or INSTALLATIONS W/ 1tSL CONCRETE& W/ ONE H.V.LOCK ®or Q or or S WOOD (I)L+: A.S.D.M ALLOWABLE SPAN FOR . CNEN & Wf CINE NV LOCKS MATJSORY P0570vE AS.ODESIGN pAES51,)fi£RATING. HD LOCK W/ NO LOCKING RODS or, ONE HV LOCK or or L-:MAX.ALLGWABLE SPAN FOR A GneN NEGATIVE ® OR W/NO LOCKING WALL A, B, C,D,E, M, N. 0,P. 0. AS.D.DESIGN PRESSURE RATING. CENTERMATES®&®W/ONE FN W/NO LOCK? G RODS® ODS MOUNTING F. K&L R. S, &V. LOCK®W/IWO LOCKING RODS®TOP & (SEE NOTES t.tt) (VALID FOR MOUNTING© (2)PROCEDURE TO DEITRM NE MAXIMUM SPAN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING C.H. I, 11,J T, U. W&X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/CEOUNG: A/�� CONCRETE&WOCa MOUNTING CONCRETE&WOOD DiS7T31A710N5 V CONCRETE & M ta.DM �p1W "D.APRCZWX DaTµyA7pN5 DEIE AiWMAXWSIRVI!ASD.DESIGN PRESSURE DOLERknI. A W;AI.I If0UN1NG n0�/CaUNC 1� °T oE3ERUINE FMXIMUM SPAN 1,+'FROM SCHEDULE. tP�+7 %. CD!G : 3 at ) GIVEN A NEGATNE A.S.D.DESIGN PRESSURE RATING. tr ae) Pap-) FLWXIDLI r'WMTWc ( °°+-) AL1 uaamnc DETERMINE MAXIMUM SPAN•L-'FROM SCHEDULE L+ 071 L- L 4 {0 L-{y L f w J L-(17 L+(0 L-{ft) b MNCYUM SHUTTER SPAN 1+'OR 1 FOR 30 OR LESE 16'-0' 1G-0' 16•-0' 16'-0' 30 16'_O' 16•-0' 30 i6'-a' 16'-0' INSTALLATIONS INTO WOOD SHALL BE UNITED TO FINAL MWMUM sLLLOWARIE SPAN S EQUAL TO THE 35 14'-t0' 14'-10' 15'-2' t6'-0' 35 t4'-/0' 35 15-2" 16'-10' 105 p3f.AS.D.DESIGN PRESSURE RATING. krNIMUM DETERMINED SPAN BETWEEN-L+•AND'L-". 40—-13'-10' 13"-10' 14•-2r' IV-2• 40 15-10' 13•-7D" 40 14•-2' 15'-2• (3)PROCEDURE TO D-LrUM0:E MAXIMUM SPAN rOR 45 13'-1' 13'-1' 13•-4' 14'-3' 45 13'-1' 13'-1' 45 13'-4" 14'-3' t HY CORNER CENTERMATE/3 MAY BE USED AT ALL W/FL CR/CETIONS IN BETWEENMOUNTINGS:WALL MOUNTINGS 50 12•-5• 12'-5' 12'-6' 13•-7" 50 12•-5' 12'-5• 50 12'-3' _13'-Y MOUNn40 INSTALLATIONS.LOCKING SPECIFICATIONS W/FLpOR/CnLINC MOUNTINGS: - 55 11'-10" 11'-10 12•-1' 12'-11' 55 11'-I0• 11'-10' 55 1t'-1' 71'-11' ISRAEL BE AS INDICATED ON AS1FID.ATORY CONDITION J2 TOR A GNIN POSITIVE AS.M DESIGN PRESSURE 60 11-__4' 1 1'-4' I1'-T' 12'-4' 60 11'-4' 11'-4' 60 10'-2' 10'-11' NOTE 15.SHEET 5, RATTER, 65 10•-10• 10•-10' 11•-I"_. IV-11- 65 /0'-10• 10r-10' 65 9'-3' f0'-1' DETERMINE• 70 10'-6" 10'-6' 10'-9' 11'-5' 70 10•-6' t0•-6• 70 8•-9' 9-4• Lt+,MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. IpNS. _ _ LaFe MAX.SPAM FOR RDOtt/CF}LING MOUNiIN:G 75 SO'-1' 10'-1' 1ff-4' 17'-1' 75 10'-1' t0'-1' 75 - 8•-9 t t OKCEPT THAT VMNUM SHUTTER SPAN'L+"OR OSTALl1+t10N5. 80 9•-1D' 0'-1 or 10'-0• 10'-9' 80 9'-f0' 9•-10' 'L AND MAMU M A.S.D.DESING PRESSURE PALING FOR FOR A GIVEN NEGAINE A.S.D.DESIGN PRESSURE - tO'-5" 135 9'-e' 9'-6 INSTAL1AMONS IMO CONCRETE OR CONCRETE BLOCK RATING: • 9'-5' - 90 9'-3" 4'-3•_- SFNLL BE UM M AS FOLLOWS CETERI4NE: 95 9'-0' _ B'-9' 9'-2' 9'-ID• 95 9'-0" 8'-0' 1- CONNECTIONS TO KEYSTONE MOUNTING Lt M.SPAN FOR WALL MOUNTING INSTALLATIONS. 100 8'-9' 6'-4' 9'-0' 9-10 95 8'-9' 'B'-4' LIMITED TO +64,72 p.a.1.AND 8'-0'SPAN. SEE LZ--MAIL SPAN FOR FLOOR/COLING MOUNMG _ MOUNTING @ ON SHEET 7, OLSTALLATLONS. 105 e'-7M 7-11' B'-9' 9'-4' 705 110 B'-4•w�7-7' -8'-7' 9•-2' 170 8'-4' 7'-7' FINAL MAXIMUM ALLOWABLE SPAR C.EQUAL TO 14F. t1S8-2-2' 7'-3'- D'-4' B'-17' 31s_ W 2. 7•-3' SEPARATION TO GLASS SCHEDULE M`"IM°�I BETWEEN t'+''•7�F''•L'-AN°1 120 B'-0'- 6'-i1' 8`-2' 8•-9'- _--72o 8'-0' 6'-it' (4)GO TO ANCHOR SCHEDULE WITH DNAL MAXIMUM 125 7-10• 6'-s" 8•-9' B'-5• 125 T-10'_ 6'-e' ALLOWAME SPAN AND NEGATNE A.S.O.DESIGN 130 70-W 6•-s• T 1'7-i9 a-I 130 7-6 6'--'% WIND ZONE MINIMUM pz, RATING TO DETERVWE MAXIMUM ANCHOR _ 73s T-7' V-2' 7'-9'^ 7'-9" 135 7-7' a•-2• SEPARA-LION 7" 140 7•-5' _ 5'-i7'-6• 140 T-S' S'-t1' ASTM E-1996 7'-5' 7'-3' 145 T-3• s=§' TO GLASS 150 V-2' V-7• 74-4• 7•-0" 150 7•-2' S•-7• 155 7-0• 3'-S• 7-r 6'-9' 155 7T-0" — E 7, 1 THRU 3 160 6'-t l' 5'-2' 7'-1' 6'-7' 160 6'-11• S=�v.. 165 6'-10' S'-7' T-0' V-4' 170 6'-9• --4'-11' V-11" V-2' 170 V-9- 175 V-7• 4'-9• 6'-S• V-0' 775 6'-7' 4•-9" 180 6'-G• —,;7--IF6•-8' 5'-10- 180 V-6' H V B LA D E 185 6'-r 5•- 4'-6- 6•-7• E' 185 V-51 a'-6' C-6' 15--3- ISO 6•-4' -4'-S' 195 6'-3' 4'-}• 6'-5' 795 6'-3• 200 G'-2• 4'-2• 6'-4" 200 6•-2• <''2• 205 V-t• +'-1• 6'-3• 26F— 6'-, 4•"1• FLORIDA BUMING CODE(Non High Velocity Hurricane Zone \\1171UINNryt 8 2015 IJ6TERN muAL SUPPLY,INC. BE T A HVTM TIL E C ���. A.S.S.A. Accordion Shutter System RV.BLADE$1 W/OR W/0 FAV.WNWN BADE American Shutter Systems M-.QWIWN MTC OWR.4 Br way, G. TIWT TESTING & ENGINEERING COMPANY _ � wss var.s+ar�.sn,sem.sm.r w .NuaoA>,1, Association. Inc. n a0 11-192 </13115 aTe 4/13/15 SIAltuT Q:- P w E:(xuT1-tslo.Fc.;(os}971_Is31 4268 Westroods Drive : e-a,is Wl..fta— West Palm BLOC$% FL 33407 3 DRAWING No E9-9906119 15-085 .FtQH1dP• � WAVERFUDKOlX 914167 S �'E,s�90t 46/DATE 6 SH11T OF 20 MAXIMUM ANCHORig SPACING fin.) SCHEDULE FOR A GIVIDI MAX SHLOM SPM- SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS.D.QMM IE& K PRESWRE RATNC AND A OORRFSPO+iI1NG L40UNM TYPE FDR CONCRM OR CONCFEIE Q=ISMATM (SEL YOISIIDICS 4 C.&N ON SHOTS' 1 7) 1.ANCHORS TO SUBSTRATE SHALL BE As FOLLOWS: lam POURED ODKV ef7i (A) TO EXMING POURED H ONICIR TG(Yin.fe-3 kwy WARA (g)WALL SILL MOUNTING ©CEluNG MOUNnNC CFLODR MOUNTING -1/4'0 TAPCON OR TAPCON IYTH ADVANCED THREADFORY TECN1.'CLOGY ANCHORS,AS NANUFACIURED BY I.T.W.BUILDOL(it 1.rO-3 1.) PAM SANCHORS SPACING I FGENp -1/4.0 1r 3/e ALL FIGHTS SOLID-SET NNCiORS.AS DWRp1DED Of ALL POINTS SCRE)g,BDL.T&SPE04LTY COMPANY.(V..fe -3 lei) (y ks=a Cut=IMI AtM PTE341F R CIC DIM N MCHC f1EYs RAM W A=CM awAE P7 i92S R09C -1/4.0 BLUE TAP CONCRETE ANCHORS W/GAP AS YAVUFACTURED BY FLORIDA FASTENERS ORM.INC.CIC fc-2 tat) So 40 1s0 7s >p 12oI/tU 203 30 40 60 73 BO lm 160 tD5 JO 40 6V T5 m 120 iD0 zas TAPCON OR _1/4'0 TAAPER+ANCHORS AS NANUFACR7RED BY POWERS r/SrMER%DWG•AND RSIRBUITD BY ALL POINTS SCR.W,BOLT&SPECAI.TY u 12 o B a 9 i e + 12 10 6 e 6 ti 12 10 0 e _!_.I_ c TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPRGAD LICENSED OR ALTHORIM VENDOR Rf=rERED WIN ME AUCRCN SHUTTER SYSTEUS ASSOCIATION.IANC IAL 12 t0 9 5 8 6 6 14 12 10 9 6 a 6 6 1{ ii 10 9 6 'B 6 8 UHRFAD CRL1 TEGLyOOGY (1r41.r`r 3 kv) DR LM 14 12 f0 9 a 5 e 6 14 12 10 9 8 e 8 0 14 12 to 9 0 6 a 5 ALL POINTS SWD SET to 72 Ill 9 8 8 6 IAL f2 10 9 8 B 6 O f/ 12 10 9 9 B 8 B 73 UC IAP W/YAP �T6% 14 I2 f0 9 e 7 85 3s 14 12 f0. 0 8 e 6 8 f4 12 10 0 e 8 6 6 TML'ER+ A1)NNUU1!EMBEDMENT INTO POURED CONCF=OF TAPDON OR TAPOON WITH ADVA40M TMEMOFORAI TECh•40LOCY ANCHORS AND TAPER+ D e 0 6 9 e 8 8 u ANCHORS S 1 3/4.AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/Y. 4•-0' 14 12 10 9 e a a D 14 12 10 a 11 12 10 14 12 1D 9 6 B 6 4 14 12 10 9 6 8 B 4s 11 12 10 9 B 8 4 33 A.2)IMMULI EMBEDMENT OF 1/4'0 Y 3/4'ALL POOPS SDJD-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE NO EWBEDYENT Ia 12 to 9 a a 6 4.5 14 12 t0 9 a a 6 S3 24 12 t0 9 8 a a 4s INTO=aCO SHALL BE PFRIOTTED.1/4'6-2D 5S,WCItNE SCREW USED SHALL BE 1 1/2'LONG MIHWUY SHOULD STUCCO DOST.AND 4 t2 10 9 75 s3 3} - 14 12 10 9 8 8 6 5 14 12 10 9 a 7 53 4 1'MINIUM FOR WALLS WITH NO STUCCO. 14 !2 10 9 B 6 B 6 14 12 10 9 8 8 6 63 14 12 10 9 8 8 6 43 l9A06 9�.T 19 S-0' $4 12 to 9 8 7 a - 14 12 to 9 e 63 5 33 14 12 10 8 M5 5 u 3 A3)IN CASE Tt147 PRECAST STCtNE.PRECAST CONCRETE PANELS.PAYERS OR ANY NT NEER IRE FOUND ON THE EXISTING WALL OR Rom 14 12 10 D 1 0 73 43 - 14 12 10 9 a 1 e B 4s 14 /2 10 19 1 8 6 4s 3.75 ANCHORS SHALL BE LONG-ENOUGH TO REACH THE tA1BN SIRUCWRE EEFM SAID WALL FIRSHE5.ANC147RADE SHALL BE AS INDICATED ON 1{ 12 93 7.7 63 a.5 - - 14 12 10 0 a 7.5 5S 4 14 12 10 0 6 0 a3 33 NOTES A7)&A2)A�'E FOR INSTALLATIONS ON'WfiL STING OR DFS WITH OR WITHOUT METAL STUDS CONSULT INS EN6WLLR.FOR 1{ f2 iD 0 B e B - IAL f2 /0 9 a A G. 6 fa 12 10 9 a 6.6'3 33 INSTALLATION INTO EIS WITH METAL STUDS SEE SfIM 20. 14 12 10 9 73 53 3 - l4 12 to e.5 7'525 ..i.. 3 14 f2 8 Ia3 5S 4 3 14 12 10 0 6 a - - I4 12 10 0 8 63 s 73 14 12 10 &R e 5 4 - (B) TO D45T1t1G CONCRETE BLOM.(AST.C-DO) 14 12 8 aS as 3 - - I4 12 10 0 a 03 43 3S I4 12 10 0 7 5 u 3 -1/4'0 TAPCON OR TAPCON WITH Amv=PWAOFORY TECDNOI.OGY ANCHORS,AS MANUFACTURED BY LT.W.OURDEX H 12 10 9 d e - - 14 12 10 0 e 7 5 4 14 12 10 D 7.3 SLS a 3 -1/4'9 11.3/4'ALL PORRs SOLID-SEr ANCHORS.AS OMTROUTFD.BY ALL KN45_-,MEW.BOLT&SPECV-17Y CDNPANY. 7-0' 14 ti f0 B 03 a - N 12 0 73 6 4s 35- 14 OS 7 63 43 35 - -1/4'9 BLUE TAP CONCRETE ANCHORS W/CAP AS UANUFACfURED BY FLIMAA FASTEIMM DIRECT,INC. 24 /2 70 83 7 4 - - 14 12 t 10 9' 7}5} 4 - 14 72 9 7 75-43 _ -1/4'11 TAPPER+ANCHORS AS NANUFACRIAED Of POWERS FASSENERS.INC.,AND DISTRIBUTED BY ALL FONTS SCREW,BOLT&SPECIALTY N 11 7 S} 14 12 10 0 53 4 - 14 12 9 7 8 ALS 3 - COMPA"OR AW 07M APPROVED LICENSED OR AUTHORIM VE.NOOR REGISTERED WIN THE AMERICAN SHUTTER SITTaG ASSOCIATION.NO, t4 f2 f0 9 ii 12 70 9 0 6 4 - It 12 f0 E 6S 6 35 NOTM - _ .__...._._W '�4 i2'8'" 13 12 6 5 < 3 ii 72 aS 7 33 3 - - - &1)MINMUN ETRF.1pWENT INTO CCNCRETE 131=11 OF TAPCON.BLUE TAP W/CAP KXBORS AND TAPPER+ANCHORS IS 11/C AHD TAPOON 14 i2 9s 7s 0 - - - 1a 12 03 8 a5 5 -i- 1a 12 8 6 aS ♦ - WITH ADVANCED TT1RFADPOW TECHNOLOGY ANCIDFS 6 1'. 13 83 a3 6 3S - - 14 12 10 a 8S 6 -1- 14 12 8 63 1-1-7- '.-C. 4 B.-0. 14 12 10 9 0 - - - 14 12 10 9 73 s3 - - 14 12 n5 7 3.5 a - - 0.2)UNUUM EYBEDIAENT OF 1/4'0 v 3/4'ALL POINTS SMJD-SEI ANCHORS SHALL 8E EMIRELY EMBEDDED INTO THE CONCRETE BLOCK ND ..~ _ EMBED41ENT WI0 STUCCO SHALL BE POWITED.1/4.0-20 S.S.MA04INE SC I W USS M14LL BE H 1/2'LONG u1NNUY stiaw SRI= t4 1573 0 t - - - tf it 7 33 D 33- - 1t D S5 45 S3 - - ..._...._-jS '...----...._ ..__._-_.._...,......,.. - MST.AND 1'16NIVU11 FOR wALLs wing No swcoo. IS 12 a 03 4s - - 14 t2"65 7 a5 4 - 14 05"7 SS 6 ALS 115 45 53 4 - 14 12 9 7 6 43 - - 14 11 7 SS 4.5 s5 - - 14 12 10 0 73 - - 14 12 10 0'63 5 - - 14 11 e 6 5 f - - B3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS CR MY VENEER BE FOUND Ot THE E>75TLVa WALL OR FLOOR, 10'-0' V4 t 7 S 35 - - - 13 93 Has 7 a 3 - - 10 73 S 4 3 - - - ANCHORS SRUX BE LONG ENOUGH TO REACH THE WON STRUCTURE DEM14)SAID WALL FUDSHE5,ANCHORAGE SHALL BE AS INGrA ED ON 14 1t 73 56 - - 14 tis!9 6 5 4 12.5 9.516 5 4 4 NOTES B.1)&11.2)A60WE FOR DWX A7W!S CH VLNYL.SOONG OR DFS WITH OR W WOE METAL STUDS CONSULT Tills ENC%ML OS e S - 14 11718 6S 53 1 - 13 10 6s 5 4 3 FOR DtSTAUATWN IMO DFS WITH METAL.STUDS SEE SHEET 20. 11•-0' 14 12 10 - - - - t4 9 9 7 6 3 - - N 10.5 7 3T. 43 35 - - C ANCHORS SHALL BE INSTALLED FOLLCAMNC ALL OF THE RFSOMMCNMATIONS AND SPECIFICATIONS OF TtE ANCHORS MA.Nt1FACtURM 14 95 5 - 12 9 8 ALS { 3 1 7 45 OS J_ () N /0 7 - - - _ - 11 103 7 63 ALS - - - 13 86 SS ALS _ _ (0) SCE SCHEDULE BELOW FOR EDGE DISTANCE(f-D)VEIMM SPACING RELATIO*&1 P FON ANCHORS. 93 7 t'-5. - - 1♦ 13 73 d 5 f2 9 6 4S t 144 12 1 - - - - - 14 12 a 6.5 aS - - - 13 10 ss 5 4 =_ - EDGE DISTANCE 59M=SPACING SCHEDULE FOR ANCHORS: I}33 a5 - - - - - 11 0 5.5 4 33 - - - 8 8 + 3 - - - - MAXM"A•+^M"SPACINGS ARE VALID FCR FRE UDYJWCES INDICATED BELOW.FOR E.0.LESS TIPH INE MZATED,MUM AMOR SPACwO SS 9S a - 13 95 65 5 4 - OS E S a BY NL'LDPLYONG SPACW0 51H0ATN ON SCHEDULE BY THE FOLLOW.NG FACTRTS. 9 63 - - - - 14 " 7 SS 1.5 11 a3 SS ALA 33 - - - REDUCED SPACIY O01/INED U"0NG 7A-i0.R SHALL HDI BE LENS THAN UMJUN SPACIG INDCAIED FCR EACH AVtl�R TYPE 13•-O' t4 12 - - - - - 14 its 7} a 5 - - - 12 9 e d.5 4 - - FACTOR Os a - - - - 10 7} 5 4 3 - -I- 75 ss 4 s - - TAPCON TWIN ADVMCED BLUE TM Wj CAP TAPPER 4' 23 93 - - - - - - 12 9 a 4} 4 - - - os 7 5 4 - - - C CIEDGE TAPCON THR£.ADFOIRA TEC3dlOLOGY ILL POINT SOLID SET W.N.SFACM 95 &5 S - - - OS 73 5 to 12 - - - - - - /4 las ] - V BL OR ED. Way.SPACRG-3' Mal SPACING-Y Na L.SPACING-3 1/2 NN.SPACING-3' 3 3/4• s' f0 73 - - - - - 8 7 4.5;3 - -t._ - 7 5 S3 3 - - - - 1 HV B D W CONCRE�.E�& FaPD COMM CONOR E EL= r d P CRM `rwaD laliar mL@rE aDx is a - - - - - 11 a 55 a5 - - - - 9 85 43 - I- - - - W In Fa.s IOL EA-3 1/2•tot E0.2 1r WL 0m. I CORCRE7E BLOCK 711. laN EM-3 i/Y WL 7JL•2 1/t 7.5 - - - - - - - 12 9 6 - - - - - 9.51 7 43 - - - - as a 5- - - == BLADE WORKING 51 0 am TS'-0 03 4 - _ _ _ _ 83 a 3 _ _ _ - 2 i/2- - 0.8f lA _.____ __....... _ 0.67 1.0 _ _ .78 1.0 10 - - 03 a 6 - - a3 a 4 - _ _ _ IN UNISON♦ 2' 0.71 - O.St - - - - - 7 a3 03 - 3 0.43 035 95 N 7 s FLORIDA WILDING CODE(Non High Velocity Hurricane Zone .A" E,•TIL 1/YAAiAA Q 20)5 EAsww KETAL SUPPLY,INC. .����,........TBERTHA HV;;cENA�V V�/"�■ 7171L E C O Accordion Shutter System *_ FEV.HARE#1 W/OR W/O FLY.WN](Mf MAX•-4' `/ - American Shutiar Systems Lv.N. oExA7Ia9 DARE Dru111+Br. uL STATE OF �' T1u x TESTING &ENGINEERING COMPANY .Yc,� Association, Inc. 1 -otn n-1sz 4 13 R5 W1E 4/13715- 4268 13 15 bus H,B.Sc1 s Sw Rai NP:9dA TAB1k N5,ns;u 331 / /-�--_-/ Ph- ....... h+ne:(SDS)871_1530.7d4;(365}871-1631 4268 Westraods Drve x r7 O. --t:.^xco6ad.cmn D.RAWiRVG No FAL''••^••'' a�'0 ED-0006719 West Palm Beach, FL 33407 3 COAT/AAsS1ONP-�tYYt WALTER A rUR Nr.RE 4 - 15-085 i H 1I rw;ZCA UC.1.4167 5 5!I-HET P.E. �'EALJSII '6E/DATE 6 13 OF 20 ppc N Z U-) 4 u = C1�� * z O ,t s :;c � & oT rn IS N t C N Q� �•� o n Z v 3 1 O c.7 n G_ �aZ d 50 oz� p W �_ • E o W�C Ii'• 2fri/l Vil V•�M W In E ap.p.N / V �pp, 0 � N Q V U ¢nl �y' F�I ''ggnq.nn;nHn..l Hnl lHnliglll»�111�111i.111 ;illlt lnl ll;nl lt;l it 0 ���(( �pII Gu �H.1 Ce gnnnn.»Haa Hq n�n.7nH�.inHIIHFn111»1 { 11H111��111�111;.1I lal ltxil � X �6^3.T z LS�` ^nq Hn H•n Hnnn»Ygan.nnn�nvrnn?•T I ny+l 11»n 1 1 Hn I i n 1 I 1 m I I IIH i I 1�1 r � Z�s�$�.'!� $annnnH »a....kkkwn.+n`�n nH.njnlH�n",�n'�Inv�nn.an .I n I 1 1jH 1 1 1 H 1 I iJ v{�n $ $ »HH»inH HHHnn Hmn mq Hnnnn mnln;mH+R,Har+(n�H»,�n"�H'�na�nnv annhv 1 n, I J C2 HJ^L $ H.q»nn Hn Hnnq...HHgnnnm"n»n»gmn»H Hjggq � �anninan »nnn»mnnnnon;an»Hnnjnjn;annnnanl»»n�nggn n»nH nH;H jnn HHn» ~� X�Q $aHn nngHHn nm nHnnn qin n•nn;n»nn»nn nmm�H(nlnln n�gnn Hgnnnn Hnq»n Hnn aq �� n n $n^nn1H.�n;n^�Fq �n aoan»nnna R.I-__11 71111 1 Ij1 1 m 1 1 1 R t I l �1. $^nnnnn^n rnnn^ :nnt„�ru�ne�nu�mrr nv�gnynnra� " ��' � '�C�J� f, & 1 . 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