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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 T � fd�IkLla( }3rd(Tltlt SCIS Home .Lag In t User RegistrationClot Topics ; Submit Surcharge Stats&Facts Publications i FOC Staff j SCIS Site Map Links Search Busiinesw"(?) Professibnal I Product Approval (j g USER:PuWc User Regulation q ra.iden AAOrnvel Hww>Mndurr nr Aan111hli—4.-nrch>9rnflrnnnn List>Application Detail a „• - r`i v FL C FL389-RO Application Type Revision Code Version 2014 Application Status Approved Comments Archlved Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Itodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/PhoneJEmail Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional Engineer '{ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,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 Jt Validation Checklist-Hardcopy Received Certificate of independence F1,}89 P9 C0' dY A:CQRDIO\Q NON1iVH.. ,l Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method f Option D http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYF11-12vJvx5... 7/16/201 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OS/07/2015 Date Approved 06/22/2015 Summary of Products FL t! Model Number or Name Description i 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ -Drw 15-086 bottom)for storm protection I Limits of Use Installation Instructions I I Approved for use in HVHZ:No Fl 3&-) R9 11 A.S.S.A.Iil4. r)RVJC:.?S-DS6.pn1 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 i Other:Large Missile Level"D".Max span Is 12'-7"for 35 psf positive F 3H'i RR Ac A.S.S.A,1N:', P.F R. rJRI'X;?S•D5(. ASD load and 13'-0"for 35 psf negative ASD load Vie HV3 blade w/o Created by Independent Third Party:Yes 1 window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade j and 8-11"for 62 psf,9'-6"for 55 psf HV3 blade w/window blade worMng span In unlson.Maxfor HV3 blade w/o window blade for Instal a'icins Into i Metal Stud wallsIs 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 esLISee sheet 5 for others ans and ASO pressures. 89.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ)-Drw 15-OSS bottom for�dion Limits of Use Installation Instructions Approved for use In HVHZ:No Ft389 R8 It A.S,S.A INC. DptVG.}.5-085.pdf j 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:targe.missile level'D.Max.Span Is 16'-0"for 30 p.s.f negative FL381) R8 AE A.S.S.A.INt'. P F-R. oRwG.15•rX"S kiV t-<U. ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.G for metals stud mountings and 8'-0" I for 110 p.s.f,for HVI and HV1A working In unison.See sheets 7,11 and 20 respectively of Installation drawl!12s for other spans and pressures. {389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum Inteitocking blades retained by tracks(top and i (NOA-HVHZ)-Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No Ft.399 R8 Ii r,.S.S.A.INC. QPWG 15.084.nnf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes i Design Pressure:N/A Evaluation Reports f Other;Large missile.Max.16'-0"span at 30 p.s.f ASO load for Blade 1 FI 381) R9 A' ASS A INrA r•R DPWq i F,054 coli and 36'-0"far Blade 2.See schedules on sheet 12,25 and 28 Created by IndependentThirdParty:Yes respectively Contact Os::1940 North Monroe Street,Tallahassee Fl.32399 Phone:8S0.467.1e24 The State of Florida is an AA/EEO employer.Cobyrl4ht 2007.7.013 State of Florida.::Privacy Stmem" r accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your a-mall address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questlons,please contact 650.487,1395,•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 er is 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 click bem. product Approval Acerpts: gal chsi :K:Cltrit�'.i3t 111tlCY llttp://www.floridabuilding.org/pr/pr__app-_dtl.aspx?param=wGFVXQwtDq vYYHH2vJvx5... 7/16/201.5 GENERAL NOTES: 1.BVW N.V.ACCORDION SHUTTER SYSTEM SHOWN ON TNS PRODUCT EVALWTION OOQOIINTT(P.ED.)HAAS BEEN VERIFIED FOR CtiMPLAFKE 01 ACCORDANCE WWlM THE 2074(sth EDITION)OF THE RIFTED BUILDING CODE THIS ACCORDION SHUTTER SYSTEM SWILL NOT BE INSTALLED AT H%21 VEIDGTY NINRRICAN-e ZONES. DESIGN VAUD LOADS SKALL BE OETEFOFAFD AS PER SECTION 1920 OF THE ABOVE MET.716N®WOE.FOR A BASIC Tmm SPEED WXRED BT SNE JMDISDICTICN WHERE SUM WU TABLE OF CONTENTS BE INSTALLED WITH A DIRECEIOtWin'FACTOR KdmU95,USING ASCE 7-f0 AND SHLLL NOT EXCEED THE 1AXAIUM(A.SA)DEMON PRESSURE RATINGS INDICATED ON SHEETS 11 TMRV 15.19&20. IN OFM 70 VEIFY THE ALCOVE CONDITION.ULI MATE DESIGN WINO LOADS OETIRMOIm PER ASCE 7-10 SMALL BE FOSE REDUCED TO ASO.CESGN WIND LOADS AREA,1' W BLADES(D& R BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON STEM 11 THRU 15, 19&20. GEJIERAL NOTES SKEET 1 IN OR"TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.SD.,AS TESTED,WERE NOT OVER STRESSED,A 33 F INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR S1STBA COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACM C0-1.60 WAS USED FOR VEFIRCJLTION OF FASTENERS P1 WOOD. SYSTEM COMPONENTS 21-37 SHOET 3 BERTHA HEI.ACCORDION SORTER SYSFWS ADEOL%CY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERSW W ACCORDANCE WITH SECTION 1609.1.2 OF DHE ABOVE MENTIONED CLOS AS PER TYPICAL ASSENIBLY 38-44 SUET 4 An TYPICAL VMDOW(WADE&WINDOW DEYAL -+N!BLADE(D fD214.01-03.00715.01.03./1004.01-05./1214.01-05.#0317.02-06.(0609.01-10 AND(0210.01-11 AS PER TAS-201,TAS-202 AND TIS-203 PROTOCOLS AND ASIM E-1866 AREA 2m ({V 13LADE 17 AND HV VYINDOW BAD (� AND E-1996 STANDARDS(MISSILE(EVID.D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE WSSILE. (WHERE APPLICABLE) -HV WINDOW BLADE 9 00505.01-08 AS PER ASTM E-1066 AND E-1996(MISSILE LEVEL 0,WIND ZONES 1,2.3)BASIC PROTECTION ONLY AND 0 0725.01-88 AS PER TAS 202 PROTOCOL. TYPICAL SHUTTER Ef"ATON&NOTES ON LOCKS SHEET 5 INSTALLATION 0£1NLS A-F.CONCRETE/BLACK SHE7:T 6 2.NV MADE AND FN WINDOW MADE.® ARE IENGI NEERFD TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LLMRATD:S AND CONDITIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(NJ SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TACKS SHALL BE 014,2.75-ANO fts>r1.75'MffSPECTNE7.Y,410-HT MINORUM SERFS C�RMATE OETAXS FN SHEET 8 SGAMESS SrCEL SCREWS WTTH 135.0 Awa YIELD STRFSIGTFM AND 180 W TENSILE StTRENGTN.Pn5 STALL B£NXAITD 1AtNH DERtFA FTV DACRO^HIE1D COATING SYSlEH AS MANUFACTURED BY APPROVED CENTERIATE ALTERNA7TING O-�TA7S HIV SHEET'9 COATING APPUCATODS,ROMSTERED WITH H AMEICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV WARNING ON TKEIR HEAD. 4.ALL A L444W EXTRUSIONS,SAIL BE ALUUMN ASSOCIATION AIOY AND TEMPER AS WICATED ON SHEETS 2 ARD 3.MINMIUM YIELD MT04CM FOR 6063-76 ALLOY IS 30.0 leu AND 35.7 Oe3 FOR END CONNECTION DETAILS 1-6.CDNCRETc/BLocK SH M t0 6005-75 ALLOY. MAXBNM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONIRET&BLOCK SHEET 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ASI SUMS OR CORROSION RESISTANT COOED CARBON STEEL AS PER ON 50018 WTrH 50 ksi WIN.YIELD STRENGTH AND 90 ksl MIN.TENSILE STRENGM ANCHOR SCHEDULE-CONCRETE&BLOCK SFET 13 AND SHALL COMPLY W/FLM.IA MAD24 CODE SECTION 2411:3.3.4. ANCHOR SCHEDULE-CONCRETE&13LGCK SHEET 14 6.DOLTS TO BE ASOI A-307 GALVANIZED SI61 OR ASI 304 OR 316 SERIES STAINLESS SIM WITH 35 Tai LONLIUM VELD STRENOOL ANCHOR SCHEDULE-WDOD SHEET 15 7.SEE THE FOLLOWING SHEERS FOR ANCHOR SPEgFlCAIOLS HV BLADE O: 12.13.14,15 AND 20 INSTALLATION DETAILS M-R.WOOD SHEET 16 INSTALLATION DETAILS S-X,WOOD FN B1MEO&@ WORK=DN ONJ15O1N;12,13&15 SHEET 17 B THIS BERTIA H.1L ACCOR(NON SHUTTER SYSTEM BEARS A U.S.PATIENT 06'7T9,582.COVPONE TS Or THIS APPROVAL ARE COVERED.IN WHOLE OR IN PART Be U.S.PATENT 15'458,179 ISSUED TO EAS;rM ENO CONNECTION DETALS 7-12&X;WOOD SMELT 16 METAL SUPPLY.INC. 9.R BALL BTHE¢RESPONSL8IJIY OF THE CONTRACTOR TO VERIFY THE SOUNOiVESS of THE STRUCTURE WHERE SHUTTER IS iD BE ATTACHED 1D OtSlli?E PROPER ANCHORAGE CONTRACTOR TO cAUIjK AREA 3• HV WINDOW SLADE 64 ON Y ALL SHUTTER COMPONENT EDGES WHICH ROM.7HRU FASTENING IN CONllhVOUS CONTACT WITH THE BU LDING TO PREVENT)WIND/RAN INTRUSION. TfPMJd SHUTTER ELEVATION SHEET 19 10.MH UNrr M� ARPERMANENT�L �LII AA VAW ISI.EI LACE WRH WAIMNC NOTE LURING PERIODS,OF HURRICANE WARNINGS NOTE OWNER•TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL 1N AND HDCENTIDWATES ODIS AREA 4: (.(y ygNDOW BLerst:' in ONLY 11.SFWITIER MANUFACTURER'S LABEL BALL BE LOCATED CH A READILY V03LE LOCATAON AT ACCORDION SHUTTER IN ACCORDANCE' WITH SECTION 17109.3 OF FLOR04 BUILDING CODE ONE IA EL SPALL BE LVSTALRION CETAIIS,METAL SND WALLS SHEET 20 PLACED FCR EVERY OPTING.LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA H.V.ACCORDION SHUTTER SYSTEM'S INSTALLATION SCOL COUPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SIT THE JURISDICTION WHERE PERt6T IS APPLIED TO. '13.(o)ITIS P.EO.PREPARED BY TIM EYMEER S GENERIC AND DOES NOT PROVIDE INFGRMAiON FOR A SITE SPEan2 PROJECT;T.a.WHERE THE SUE CONDITIONS DEVIATE FROM THE P.ED. (E)CONTRACTOR TO 0E F.MSPONMLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLDDWG UFE SAFETY OF THIS PRODUCT.BPSED ON TNS P.E.D.,PROfOED HE/SHE D06 NOT MMTE FROM THiS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON INNS DDCLUDITT,CONSTRUCTION SAFETY AT SITE S THE C0114nACTOWS RESPONSOLYTY. OBTAIN PERMITS IN THE STATE OF FLORIDA (4)THIS A.E.D.WILL BE CONSIDERED INVALID IF ALIENED BY ANY LINTS. _ (d)SUE SPMFIC PROJECTS SOUL BE PREPARED BY A FLORIDA REGISTERED ENGONCER OR ARCHITECT WNI H WILL BECOME THE ENGINEER OF RECORD(FOA)FOR THE PRDJECT Atm WHO WILL BY RESPONSIBLE FOR THE PROPER USE OF THE PS-0.ENGINEEROF RECORD,ACTING AS A DELEGATED ENM ER TIO THE P.ED.DQNM SMALL SUM[THIS O TLATIMR TIC SITE SPECIFIC OPAWINKS FOR RENEW. (e)ORGINA.P.GO.BALL BEAR 7HE DATE AND C07,NAL SELL AND SCNATURE OF THE PROFESSIONAL E6NGINEER OF RECORD THAT PREPARED T. m FLORIDA BUILDING CME(Non High Velocity Hurricane Zone A.T/ � ®2015 CASTED♦NEUL SUPPLY.114C. G1CFlt�' /v% BERTHA HVTM orAccordion Shutter System stem EC � A $ ■�IL , KV.MADE#1 W/OR W/O KV.WNDDN 61.0E American Shutter Systems ONA L ,1E: TfLLTE TESTING&ENGINEERING COMPANY oON G Tr OWN m. Nd. yOR. TF QF, arm mm.no,9-Ra 3I5.Y=m GAFam roFzk 33jet AssodaitOn, Inc. 1 OLD 11-192 N/13 IS fLUL 4/13/15 .Fa:(305}BTM-tilt 4288 Westrood5 Drive 2 '`•' -"'���E't`=oOo01" West PDIm Beoch, FL 33407 3 DRAWING No ''AIA:ANAL Elk X44```` WALTER A.fi.LTT P.E 4 1 5--085 P.E. SEAIN/Ntu11��WIRE/DATE FLORA 1`#"fG7 ' SHEET 6 1 OF 20 -]'r f>p ntOY a/00® ��� SCA `•� 1.87_' •{ .918• g 0 45 .02 4.371• t s• i aBSY 4.999• 0 <XEZ SOLID �4� 3 1 5 HY 90'/180'aSiARTER 3�HV UNIVERSAL FLOATER e COVERED UNDER US PATENT$ 5458179 OUAUtTED FOR USE W/ HV BLADE(D 1�HV DIRECT MOUNT W e(AOE 7 lUA HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER QUAUFlED FOR U(S)E W tN 6063-76 ALLDY AND TEMPER 'SEE L14ETA710N5 OF USE OF BLADE®ON SHEET 19 DE 6063-T6 ALLOY pt7D TEMPER 6063-16 ALLOY AND TEMPER ..... 1....t .095' 1 7 1.670• -' 3.556' (T�a 1_ __ .94{• 6. 67V 7276• `V 72 � 8t2 �(• - c A15' .092• HV ADJ. ADAPTER W/UP `''10 9 3 E' 3. 6' QUALIFIED FOR USE W/HV �HV WALK—OVER TRACK ©}IV ADJ. FLOOR TRACKBLADE Di QUALIFIED FOR USE W/ HV ®NV TRENCH TRACK 6063-T6 ALLOY AND TEMPER BSE 7 OVALIFIED FOR USE W/kN QUAUFY<D FOR USE W/HV6063-T6 ALLOY O TEMPER R BIaDEt;�ONLY. 1I HV RAINGUARD BLADE - G063-T6 ALLOY AND TEMPER QUAUFlED FOR U W/tN 6063-T6 ALLOY D IEdPCR VARF3 1.936' BLADE i' 1.915 VARTES 1936" 6063-T6 ALLOY D TEMPER OBS' 093• � C83' m A93• .093'' , L Ir q, '�_ 67 '.093• .093,_• !1. ..670 �6• .�"1+ a2tA• � 3522.__._...... 35 670 Al HV CEILING HEADER HV~HEADER/ IL > 1 HD CEILING H eD R/SIT! FlED FOR USE W/ HV BLADE T ONLY, OUAUFlE�De�3 Te ALLo AND 7 PPf 1 ONLY quAUF1ED FOR usE w/ Nv BIa.DE0 14 y� WALL HEADER/SILL SEE SECTIONS FOR VALID SEE SECTIONS FOR VAUDrFr. QUALIFIED FOR USE W/IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE ONLY. 6063-TG ALLOY AND TEMPER ,u COMPONENT A 6 T, '2 _ % Y t ,IX t t' t• AG2Y i Z• ;0.725' Y 5•MJL1/6• 1/6' 3' � 3' ;0.040• 2• 5'LL5%.�0.192' 0.192- 1 SIDE ANGLES CORNER POSTS OUAUFEED FOR USE W/W ALUMINUM ANGLES 14 2.5• T ua.i 0.,90" 0. 19D' BLADE(I OUALIFlED FO$USE Wf HV i QUALIFIED OR USE W/tN 6063-T6 ALLOY AND TEMPER BADE ONLY. e 2' S'MA%.;0,114' 0,111' 6063-T6 ALLAY AND TEMPER GO63-I6 ALLOY AND TEMPER 1 i FIRM BUILDING CODE(Non High Velocity Hurricane Zone d tµ rI b 0 2015 EASTERN wYAL SUPPLY,(tic. 1 ,i Titt/T� /IM BERTHA HVTM ``rJENSF A■s■S■A Accordion Shutter System 1L E C O 7Nc. ■ FLV MADE#1 IN/OR w/0 KV WNDwr aus *= American Shutter Systems Daewr„a N AWT TESTING&ENGINEERING COMPANY as MAN m: STAB OF [¢� 6=KV 3aa 6,.21.376,rSwu GJ mm.FL 0 33t Association, Inc. , I 00 11-192 If13/15 WE, -4/ts/IS -4r� Ft...(30bwl-1530.F.;(,> 1e7,-t53, 4268 Weslroeds Drive 2 ft 1Qr•:G� -.�,oi;6w o„1.�,.,, DRAWING No Or 04i ��`. West Palm Secch, FL 33407 3 �` 15-085 SI'N Pil .t51FLOQ ATGLR W57 4 P.E. Sr('ftEfe1G(1A11'Ur�c/OA7F rLOROA,r t{t67 s SHEET B 2 OF 20 �•It'A7 1 4'-7D YAJSSyW aiVf0. 4 6' 749' 1.331' S.SY.6. DWO)PAROW .745' rsdD�Li� 01 CAST • g 1 � � . �Qtll:I�FIEI 21 HV C ERMATE ����� t.3 ® HV EGRESS LOCK HV FLOATING C QUAUHED 1 & ONLY 1�5' W/HV QUALIFIED FOR USE W/ HV6063-T6 ALLOY AND TEMPER ED FOR USE LO HJ BLADE 1 & I! ONLYDE(�j &®ONLY. BLADE( &®ONLY. 6063-i6 ALLOY AND TEMPER 0 RED FOR USE W/HV BLADE 1 ONLY •w`• ib- 4' 6063-T6 ALLOY AND TEMPER PLASTID D� n te' i.s' .763' MOLDED 6 4.49' SCREW r= 7.07Y 1 �� n - G}_.. 61. 1726' + W AFTER RIVETING ° o $ SSG,° n 1/4"A-20 x 3/4" BEFORE RNE12,c S.S. THUMBSCREW_ 1/4-0-20 RIVNUT! __ *$13=9444 AwYxuY(=� U AUGM IARW nARX tlol f rson Rp ' SIM w .FAcr 7 CM AS Mvvr7ctn^.u9er UM SIM 7EXI'M PAIMPMIY.Toro.ioso'07M4 OR EOWL. PIAN mi FROM F11V~ V ALE -T" LOCK C I 4.sp — HV "T" LOCK HV ALTERNATIVE LOCK LOCKER FOR 'rT" LOCK CENTERMATE QUALIFIED FOR USE W/HV BLADE 1 ONLY HV FEMALE 'T LOCK CENTERMATE gUA1JF E0 FOR USE W HV QUALIFIED FOR USE W/HV BLADE 7OONLY 6063-76 Au.or AND TEMPER (� W/HHVVIFIED FOR USE SLAADE(DONLY. O / QUAUFlEO FOR USE W/ HV BLADE 1 ONLY BLADE 1 ONLY. 6D63-76 ALLOY AND TEMPE 6063-T6 ALLOY AND TEMPER L-1 3.7610�- • ' �+ .063 .62•..� 1r,6 RE'S CYLINDER .214• o id� ,2t4• w .54Y I i In nj 0.676'Yin. • o n .� .. n 1.126'Ya>_ G HD CEWERMATE W1 NO OrCKING RO HD C R EFN BLADE 1 OUALIRED FOR USE W/HV BLADEQ)3: A QUALIFIED FOR USE W/ & r 1 6063-46 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER HD T S INS.EUt VAkM t2•NX _ QUALIFIED FOR USE W HV BLADE 1 &(t A) 6063-I6 ALLOY AND TEMPER zfNMenTaN 1 -dcRAi.ittv76s.Ero3. 11/2•07— CYONOc'R ' (5¢ORA73I U:O° 1.57 Yin ' 1.76'Moo, LOCK�jdG ROD Z\ � @ 7/4•. 3751. HD LOCK QuAUFLED FOR USE W/HV BIADE{7T f3� 1 4" (5-20 AIS 304 BY REGENT HARDWARE MORTISE Lois SORES 2333 Iroox wLY t.Qc7L � 6063-TG ALLOY AND TEMPER �6 I-IV 3/8'0-16 ACETAL QUALIFIED FOR USE W/HV B=E(D&& R INSTALlATIDH WILL REQUIRE A 7/16• HOLE U ERIES S.S. THUMBSCREWS D ILLED AT TRACKS FOR PROPER L:AIBEDMcM QUALIFIED a q BLADE(1) OUAUFlED FOR USE W/W BLADE FLORA BUILDING C{IDE(xon High Velocity Hurricane Zone \�A>`�� '• J�i� 0 2015 EASTERN METAL SUPPLY,INC. ........... BERTHA HVTM IL E C O m.- A■S■S■Q. Accordion Shutter System tLv aa,De#t w/OR w/o H.v VANDOw MADE American Shutter Systems EY.t; t7C3m-mv I DATE DPAAN BY. Y.L R� krS TILUTTESTING&ENGINEERING COMPANY ST bL` Association. Inc. 1 OLD 11-162 1/13/15 MT. 4113/15 $U'3°x`acwA"%DM,7Tw+w 377 4268 Westro°ds Drive 2- '7J — Ph-:(3csy97t-753o.Ee.:Cw3)$r7-7sa7 DRAWING No �•rewo�a.wm West Palm Beach, FL 33407 3 �(Nq,I..N" ,` ED-DOW,9 15-085 munlmnnuao` MgTH A 1 11TP-F f°�`L`1 14167 ' P.F.. SEAL/SIGNATURE/DATE 6 _ SHEET OF 20 SHUTTER ASSEMBLY SCHEDULE FORM 3/6' HV(M HV A I 41 12'uw. E TO i HV BLADE 1 { ! s1AUE P 1 763" - 625• HV BLADE to40OR I I I i•'T' fw' ''-ls"'t W1KhDON MADE .0025' A6r5 .CG25' ® ITV LONG RECESSED NYLON BUSHING tx I eiI! •®cQEuv } ���.isrs' Y KNUME X8 (TYP) \ O• ® HV SHORT RECESSED NYLON BUSHING HV NYLON HAT WASHER w Y �Jj7✓� srs0' 4@ )N WHEEL CARRIAGE NSI 302-303 SERIES ( ( w o O1 a l I� "•1� T A/r2 7:01 X 44 0,870'x3/16"THICK NYLON WHEEL. 3 I ( n "°� 2 7/6'rasa H+w%Tw 0.188.0 NSI 302 SERIES S.S. RWETS T 3158 SEPLAAR ( 3.7500' .0625'• 6 A625' © NV t 3/4'ACCORDION PIN W/ 6$HEAD '� EXTERIOR ' aJj c BLADE OETWFFII 5aiERS 4IN ._. •7 . ® IN 2 3/4'ACCORDION PIN W/§8 HEAD POLYCARBONATE IMPACT RESISTANT HV WINDOW � j I '(�; i�� TYPICAL HV WINDOW BLADE hA�AND POLYCARBONATE HV WINDOW DETAIL ® OOR® 4 or ® N.r.s. (SEE NATE rOR II EOUIREMEHTS) S (DOR(D j I *POLYCARBQNATE IMPACT RESISTANT 14V WINDOW i I BAYER MAKROLON 3103 POLYCAR80NATE 12'LLAM CLO 1A 4CE RESINS, W-STABIUZED GRADE OR SABIC UIREMENTS AT EXTERIOR BLADE KH CKLE FOR To BLADE Krim INNOVATIVE PLASTIC L.E)WN 103 RESIN OOR l� ( (SEE NOTE "F' ON SHEET 19). (1) HV PIN g SHALL ALWAYS BE USED AT ALL EXTERIOR ® W BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HViO OR u j ! 1 POLYCARBONATE SOURCES FOR HV®BLADE. ! EXTERIOR N61raE lr�r L SHUTTER ASSEMBLY svo N" HY PRi QOB7nER`^y�AT ApLmrl •w/m (2) HV PIN MAY BE USED IN LIEU OF(9 AND ONLY AT WoR � EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D Dp,324' BLADE'S KNUCIUK, EV3W (SEE NOTE•FDR st�zrc r£an Asn Dra7 ow eJu' Lou'blrr BLADE WHEN CORRESPONDING TO INSTALLATION '11 SHEET 7. REDVIREVENTS) IIDNYCdIO l 5 Tz MD wc. AR4 MS OAM P� 931 w=. t ' Ofltl&Al.51Ra1Ciit Al 1210 AStY OTG9 (3) HV PIN OR W/ 1J2" O.D. L/16 THICK S.S. WASHER tt "4 1347D "t 0 y ! j TTL%36 tAUMS Aru TGO 39 ,, M= SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DET14L X. 8� �� _ SE60 SHEET ® I mta®�roD ArN a2s6 to rt_A/ n rt•e! EL CARRIAGE DETAIL ASSEMBLY LAYOUT RALE or M." A:y 96n 0-1 aAss GI taws sar Yxavm NT1 019N ID10 T OO,I T )fdD6ffi' ASiY Ct33 1TY86L SMOWN 0= MI 6 6 O]Q3 Pu mW OsL C '1 HV BLADE SOLiD moi HV WINDOW BLADE DETAILS x 111 WW, "` `x °'°'�` am—L FLORIDA BUILDCME(Non High Velocity Hurricane Zone 0 2075 EASTERN LIErAL SUPPLY,INC. �10E/y '' r 6.. BERTHA HVTM _ /177MU7C O,N,. A.S,S,A„ Accordion Shutter System KV.BAOE#1 W/OR W/O kV.R1hCON BLADE TILUT TESTING &ENGINEERING COMPANY American ShuHer.Systems Dman"ON DATE DRAW+6Y; UL. J/ AeSOCTOtion, Inc. 1 OLD 11-162 f 13/15 DATE: 4/13 15 IF pp "*� was H R:co,.r A.scs,w+9.w worNt ru+ata 5si l / Ihcne:(s6s)6n-Taro.F6.:1305,)87/-15s1 4268 Westroods Drive 2 pRIDP ..�q� t ITsccooacm West Palm Beach, FL 334073 DRAWING 140 GNAL ENG;.```` WALTER A Tun's.P.E. 15-085 P.E. tkViSi0t9CRE/DATE FLOAZ4 M(`4167 5 SHEET OF 20 « •NOTES ON HV LACKS AND CENTERMATES: A 9 C tl Y N 5 T V ID io:r.AND FOR i 1 ,fi L L •ONE HJ LOCK @ M SMALL 8E USED AT 1/2 OF SHUFIM SPAN FOR ANY SPAN 'la R7 OR 1210A LOCK or 2WY BE USED AS AN INSIDEE OR UOUI9DE LOCK,ATTACHED TOA't" � CEM 30MTES W/(2 1 4'0-20 x 1/2'LONG FIAT HEAD S.&U.S.LOCATION OF LACK SHALL BE AS INDICATED ON y�«Q« 7YPM.AL SHUTTER ATOM. 2. IAClRS MPGY MF USED%5 AN INSIDE OR OUTSIDE LOCIL CONNECTION OF LOCKS ETTER PERFORUANCE OR FOR SECURITY TO CCEMERMATFUP TO TWO S OR�l SHALL BE AS INDICATED ON NOTE(1)ABOVE LOCA N OF LOCKS SHALL BE AS IND:CATFD ON TYPICAL SHUFIM ELEVATION. N _ 3. I) 6 J2 CONDITION IS USED H.V.Lo=k LOCIONG RODS ARE NOT REQUIRED AT HURRICANQ ONLY WHEN M84D&M CIDND(no"01 OR LIMED E POSITION,BUT MAY 4 9ox(300 0• y« BE USED IF DESIRED TO ENHANCE SHUTTER PERF•O LOCKING PODS 0 OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4,MAIM com)Irom%.ONE HV LOCK 0 0 STWL BE USED AT CORNER CENTERUATES FOR ANY SPAN Rt�1 �/II 55 AND INSFALLATIORS AT ANY El!•VATWN.HV LOCK�or @ SHALL BE USED AS AN OUME OR INSIDE LOCK, ATTACHED TO CORNER ZIFERMATE W/(2) 1/4 4-20 x 1/2'LONG FLAT HEAD S.S.M.S.TWO LOCKING RODS AT TOP&80 S1tlLLL F USED.LOCATION OF LOCK SHALL BE AS iNOK:ATEO ON TYPICAL SHUTTER ELEVATION. " AWOMUM SNUFFER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. PP { 334 • ONE ALTERNATE NV LOd( MAY 8E IY ULU OF EN LOCK or FOR Ni(SPAN ANO 0. jXLs� ffgtlY� INST TK1N5 Al'ANY'LEVATION.MWDAFM ERNATE LOCK 2�NAY DE-USED AS AN SIDE OR OUTSIDE LOCK.ATPACHNFNr I#3 32 I n�^ OF 1/4'6-20,13/4'S.S.THUMBSCREW TO 0 OR @ CENTERMATES SIWL BE E W/1/4'0-20.3/4'ALUM, J t 0x5 p� j"�o b � RNNUr AS SHOWN ON SECTION W E.SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO ( J Z�aNS6x, v i_r LOCKS AT 1/3 OF SHUTTER SPAN. IJAMnAmsY CONDITION is FOR 1NTYSTONE YOLMINO IHSTA114wwk ONE HV LOCK j3a @ or®SHALL B£ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAR OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAY FOR SPANS UP { I TO 136',AND FOR INSTALLATIONS AT ANY ELEVATION.HV LOOK or®a §MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO SYMMETRICAL CENTERMATES W/(2)1/4'-20 x 1/2'LONG FIAT HvLG SS. SEE END - I MS.LOCATION OF LOCK S1WCA L BE AS INDICATED ON TYPICAL SNUFFER ELEVATION. USE O LOCKNG RODS 0 W/0 CONNECTION 1 OR(D TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNIS ON D F F x I J x L Y P D a y 4t x ` SHEET"10& jy`} ' M:FLU " � *NOTES ON HV 'T* LOCKS AND CENTERMATES: "EIGr.FORNER AND CEIMMA81 CENTERMATE 1• ONE ALTERNATE HV T LOCK 00 MAY BE IMSjALLED IN UEU OF HW LOCKS t OR Q9 FOR ANY SPAN AND �m�on\6•L./O°80+10•�3 m 11010,, 1A1%AT AM'tlEVAiIWI.ALIEFNNATE LOCK(SO�tMI BE USED AS AN MfDE OR OUTSIDE LOCK ATFACHMr?(F v Of LOCK�Q INCLUDES USINC RONFORACryOiG LOCKER" 7 AS GROWN ON SECTION HVG,SHEET D,WHICH MUST BE CONNECTED TO CEMERMATES @ AND'P3 W/ 1/4.4-20 1 1/2'LONG S.S.THREADED BOLT W/7/13'0 x 3/32' - - -® WMNUT OR WJ 1/410-20x1•SS-M.S.INTO A 1/4'ex 5/8'MHUT.LOCK MAY BE WSTA LED AT MIDSPAN OR 12' 6 7@-(D-(D a MAXNATM ABODE AND BELOW MIDSPAN.USE OF TWO LOCKING RODS j TOP AND SO70N IS MANDATORY. �')-®ane.®« •� *rteHD-LOCKS ( c T res: 1. Y / :ONE ALTERNATE HO I=©MAYBE USED IN LIEU OF I'IfEICAL (M) HV BLADE SHUTTER ELEVATION W Larxs OR a FOR ANY SPAN AND INSTALLATIONS AT ,Y ELEVATION.ALTERNATE HD LOCK S3 MAY BE USED N.T.S. AS AN MOE 03 ON LOCK ATFAt9NENT OF HD LOCK TD @ IS W/3/3 x 3/8'F.H.SS.M.S•AND INCLUDES REINFORCEMENT INSFRF AS SHOWN ON SECTIONS HDB-HYd AND HDC-IAC,SHEET 10.LOCK MAY BE INSTALLED AT WOSPAN OR 12'MAXIMUM BRDW OR ABOVE MDSPM.USE OF LOCKING RODS @ LS COYPLETA.Y OP Vw_ on Hiah Velocity urricane .e {N:r/ ' 0 2015 EASTEFDN METAL SUPPLY.INC. \�CEB RTHA HVTM I c o �Nc. A■S■S■A■ Accordion Shutter System / FIV BLADE#1 W/CR W/0 KV.WINDOW BLADE TILLLT TESTING&ENGINEERING COMPANY American $hUifOF $YStOMS tlEstppnarl -Tr . STVL Association, Inc.Ina OA ATE OF sm K..MiH, JIM IA wm fvoa4 y - 3/1 5 RI P cnc:{3D5}071-1.3p.F¢.:(345)031-1531 4268 Westroads Drive z DRAWING No s W:L'lee000N.eam West Palm Beach, FL 33407 3 ,SS/O......A?``` WLTER A TRN1J:PE . 15-085 JAJ 1 \N` FUNMk Uc 9 44157 5 SHEET P.E. SF/L( S1(SFiN11)RE/DAZE s 5 OF 20 CRETE ANCHORS POURED CONCRETE POURED Fn.'7-(, _SCHGAU ON RRE tEiG<tETE BIOGK -7/4'O-20A314"5.5. CONNREOUIET REQU(I�RED POU CONCRETE ET 13) CONCRETE ANCHORS WCHINE SdiENS CONCRETE ANCHORS ✓ 8 raa-ISM Y047ALLGp ON 2w 7) _.. .. (STiEESIE T 13#)DUtE 0•`7 nl/JfB lo•1z O.C. (SEE SCHEDULE ON EIIm 13) / Y .,"'`•:d US!NC%54CR2EK0 WFS 2• 0 T2'a.c t! F.D.` .250 NOx. __ ... 13 OR 5 / --- ,_..,.,t3 oR©5 O -»». n N O.f • 250' E E. r, 1 OPRDWL ,I ;{ J : �1 L 7 a MI, OR I * Ts"XTSRNO UIN.SrPARAVON'TO CLASS t IN 9421 ro raR I , ; I ISTING EE SCHRMA.Z ON SACS(17)-".•»..- ET05nNG ; RlOC47De Q�1 , MN.SEPAPAMON TO OlASS. t _ .... , (SEE SCHEDULE ON SHEET i I)— @ HV WALL HEADER INSTALLATION l HV WAII HEADER INSMLATION 4 KEYSTONE E1RiRNC ,_.-------.. HM:SEPARMON TO GLASS jKK 1OOR Ir , O (•••--(SEE SC"EAUIF ON SHEET 11) 1 7:7 ala% I I W U1N.SEPARATION TO CLASS —V nmuHY 9m �, 1 (SEE SCHEDULE ON SHEET 71) O It FM SAM!)AO"' IF a stlu re 72R ., unncda 0 � ? rnasrRlc Imo-a r:cNAE E.01 It !2. ..lE.o.• ' `.'' 19 E EQ 13 aT t,7 •. rOR 1 4 l ,.... - - 7/4'0-20.3/4'S.S. uw -- E PHA.LIPS TRUSS HEAD 1/4'0-2°x!/4'S.S.PWUJPS ._ MACG.VE SCREWS USING --- „........ CONCRETE ANCHORS TRUSS HEAD 144CHINE SCREWS .�,..__,... �Y..RETE ANCHORS �l t 18 1' 7/4'- NUTS O 12"O.C. (SEE SCHEDULE ON W/1/4'-20 NUTS 0 12.O.C. fotAL�O CONCRERECURRED OR CON i'e (SEE StS,7Z`UIE Oltl SHEET 73) { N«�. OORROCCONC7�E BOCK REM s.+°ET 73) 11 ORS WALL ° D I 0 (SEE SCHEDULE ED LEcH O HV WALL SILL INSTALLATION P`i7RED CONCRETE SHEET 14) OR CONCRETE OLON 1N4 1 REQUIRED � HV WALL SILL INSTALLATION "or" tYMA,YA Ern°�' INSTALLATION DETAILS W/ ,-SET SKIER 4 FOR TYPlGL SMNnTTR i G O.d mGE DISTANCE �j A SEMBLY •SEE S17RTAO N5 EE.IST;FWt � I�l V BLADE 2 AWNTING SECTIONS GN'6E COMBRNEC (SEE SPEC}'1GFIONS ON SHEET i3) BLA7E is ON SHEET t9 IN ANY WAY TO SUIT ANY REAL AMNN. Yauu7, UPIDA BUILDING CODE{Non Nigh Velocity Hurricane Zone ��•�1ER ((/•�,� 0 2015 EASTERN METAL SUPPLY,INC. J,1t3ENSF':1�9' BERTHA My /ViE �r,c. A.S■S■A■ Accordion Shutter System H.V.BADE#1 W/CR W/0 H.V,WWW Rate * kg American Shutter Systems 4!/ /Ir TIUIT TESTING k ENGINEERING COMPANY c. �1m� OUE WWN 0Y: Y.L.. �:• SAT TE DF :�a� 268 Westro d inc. , OLD 11-192 T11shs 7wE 411a11s .353 KB.35d�.Sy StL 3".3. .FtORU.t 377 or. (305)871-1531 4263 Westrocds nrne 2 ORtiltiING No ......... West��j��.�`� •"��:1Rc00vaum West Palm Beach, FE 33407 3 15-085 ''ari`ArIaNALEti�o�` WALTER�L 1ULH-M67'Jr.P.E. + Arun ) uaT1 rLOTTLA U:.A 44167 s SHEET P.E. SEA!J�I'-ATURE/DATE 4 6 OF 20 SEE END WALL CO ON SHEETS 10 & 18 SEE rrotEs ON 7.00Cmc Rcos Q.Nr oats p v Q `r INSTALLATIONS W fET�ATES AND OLTFFNATE'"L=0 aN%W 5.OUT , 1N OSiING GLASS OUAX^_ yo�'O' BLADE W HV CENTERM ** R3 7M��Q i @Mome•0OR SEE END W_/yLL CONNECRON 10•®�"®'Qp�`�w .—ournNG doss @-0,@-©-(D -7 �_ ——--- ——————————D—E!"!-DN—s-14 2a2•„/L'i7'-2 I ®.®°009+®wQ.Q 3 1/4- 7- G 1/2' Y (600-Ts ALLM) OPPOSING �W/(2) /IV*TrPCA4 SYMMETRYCAL ""N's To CMVT".- CENTERMATES 7 CEN RMAFES (rCC/9�itWQ h ufN.SEpAPATlON (<)/tmI/2 stas.:a rtsE i iIW/a's.as.a 12• W/ HV LOCK o_r¢SI ro cups AT ta.at of �,J o.c.nru.rENGNE — }V/ HV LOCK or ( SCNWvLE C 5 * 3�5* 1 N �* 3 a+s+EE„i) 2- 112- (7)8 •®� `� I 1� n OUT ®' * to•Q�®,®°'©•®°' HVQ HVA HVB (®�®�©•OQO>to AW _POURO CO'"ETE OR J_@_©�®°i0'_0- l coixfsie moo WALE, �€x(STING o ®��•®®®•®�� -------------- T p� 7� -- ------ [O7F $YMMETR_ ICS v'V•�4�J'O� '®° va+.sEPxumxv G ' 0 CENTERMA ES 1. 'TO IN ©•®°�'®”®'®°° TOofc 5 * w HV o s OPTIONAL ®•®�Q-©�^t®.Q °1`N�"i IRI.SEPRRITIGN �,.�•�y.._ON SHM;i ---- ----- ----- -- ------- OUT ANCHO0 r- u+a+oxs o I 3 ' VIES -- �' e \-Oa® OUT - G 1/2w tTAY suet HVD oUT -� `°` J HVE HVF** FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone O 2015 EASTERN U,7&SUPRY.INC. BERTHA HVTM $ A Accordion Shutter System 1 L E ` C 0-,m c. , . . . HV.11ADE 01 W/OR W/o KV.WINDOW TICCIT TESTING tc ENGINEERING COMPANY Amerfcon Shutter Systems ascLwnan -Ts .,a STATE OF a eau K”u, �•� ^ •' `s3, Association. Inc. oto 1,-1G2 4/13/75 antA: 4/13/75 b :(MA)s7,-1530.rte,:(3cs)s7,-,s3t 1268 Wastroads Drive Pt— s p FjpSIpP �� o maT 0-9-4— Pier, Palm Beach, FL 33.407 3 1 DRAWING No w-0000719 15-085 � �aG`�I WALTER A;r-f1 Jr.P.E. 6 fT05M Lit./44167 SHEET il'1iZE lL1TE 8 OF 20 POOREO CONCRETE PGJJRCD CONCRETE TOED CONCRETE POURED CONCRETE OR CONCRETE BLOCK WALLF//7 OR CONCRETE [LOCK REQU.RED ."`J BLOCKK WALL REOUM REIX11Rs"D MOCK WALL REQUIRED /—_E O �E7QS71NC GLASS 2,UN EoSTING GWS CONCRETE NJLNOR /"—JCaS11NC GLASS 16.O.C. Mit SWAMRON �'`2'L TO CIA S EWL S%.04SCHMULE ON W �SERARABON EQi sg-MCN EO Ea TD CSS(SFE 11 FOR aAx mMO . E SHEET iD O/LSS(SEE Sai9LtE ON BEET 1/16-.3•MAX ON%W 19 FOR it FUR 810"QMD •� Y1mlEE.SHEET 11 FtaT BALE 7DA•e (Qos3=w6)ColJT. BADES(De.0) ON SHEET 19 FOR 1/Z• CH sw 1919 FmOAND R ON SIM IQ FOR ALUM.CLOSER E s"tITE t sa�Fs®�® T�IATE 0.�� 1/2 / \ awEsme Q3 y---� a©) Ar E7n7ER 0 1 ! 1 a DFsmt Qq 1/7•FEVJ. --• t—' I is QA7/2'SAaS. ( _-- (AS AA UQ6 USE AB4%2* /e•.Q•-2- II7�0 i 'O.S,- ALULUNUM CUP AN= ®is'Q.C. —_ - nOR 4 (Ji063 Tb JYla1')AT MIQNEKRIT 1� /•� .T0041 d ` (2)1/411) 00ITAPOONSSA)CMORS TO 1 SEE CETA4.X FOR,J WALL.AT 1'O.C.(LOCATE AT v S:OE CANNECTION OR Q�' on+EtT sroE avp) I 1 OR @• 1 OR Q�' SEE OET�x roR TO TRACKS ME coa.•NEcswn ®_6U p E tl®� SEE a Tnt x EQrtJ 4 v fi ea•-Q.�v TO TRACKS �' �.d0'�•�'Q'6 suE co70�s ®'®•Q��•�¢ 1. o•®'®•®'4•�a ©.p.®„®.p.®o ._©.0..�„p.�.®^• �•�-®•moo•®a ®-®�©•®�o•®a o-®-®•®a®•€�a�•® EUD CONNEF�10H PETAI 3 END CONNECTION DEWL 4 END CONNECTION DETAIL 10 END CONNECTION DETAIL 02 +RWIARED DN.Y FOR SPANS GREATER 1NAN 12'-a' POURM CLWCRETE CA —rxlsTu+c GossGLASS �EONCRCD BLOCK WALL F.X1571I7O 4 4 ­I' taFL SE'AAfbV7CN f t 1 J2"S.k4 t -'---------"-�., - - -To/LASS(SM O 7fi- C. RQt OK I > b------ 1111 FOR VAX(D CON � IT 6aN, ca ON Ekw mec�pJ�g�7 � ----- _.._ -- _ ON SED 19 FOR ANCHOR O Ii FUJ FAA•7EmAUU ____-_4- CONCRETE &AX5Oe0 12•o.C. r _..__..._.5_� a�IDap � - - OR o EO — $ R�OR 2"6JIN.. I MR 2'TAN. +SEE UAW7 SH�EUts t LOITti t�oR@aR(t� VIEW Y $ , OR & /L PLAN DETAIL X L POURED CONCRETE OR 1 OR ©•Q7 8 1 ��V"oma®�®� CON.CRE EBLOCK �•®°i �•Qa©.®a�,®a ON REQUIRED WALL ©(D 0-®•0•0- HV BLADE OR 14, HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. �•���•®�•®� ®•®ate•Q�a®•4� END CONNECTION DETAIEND CONNECTION DETAIL60 a� FLORIDA BUILDiNG'CODE Nan high Velocity NurrScene Zone 2015 EASTERN METAL SUPPLY,INC. �� BERTHA H 91 T. MEE O tN�. Q,S.S.A, Accordion Shutter System ^ U.RAM#1 W/CR W/O RV.WINDOW HALE ¢ J� /J , American Shutter Systems ecsemP nN aAT1 aRr m 1Tr ML a TILUIT TESTING k ENGINEERING COMPANY 9;• STATE OF :a; axa Na. t s1.s1«�,imcau aafiJFA:>n.ta+aaav Associatlen, Inc. s OLD 71-792 4/13/75 0.ATe 4/;3f t5 Ph e:(xs�Tt-131.F.:(3X)a71-1531 4268 Westroads Drive L ORK61NG No ,e'•., ORIa a:ta—a .— West Palm Beach, FL 33407 3 10NAL��6 '``` WALL TTIUKrta•.Pt a rJ—USr) P.E.b�Ll';;iAA%RE/GATE F74RF 1 L.!u1aT 6 SHEET OF 20 SCHEDULE 01 SCHEDULE A2 SCHEDULE $3 MAXIMUM SHUTTER SPAN* -L+'OR 'L-" MAXIMUM SHUTTER SPAN* 1+- IMAM SHUTTER SPAN*'L+' (ft.). FOR INSTALLATIONS W/ OR L (R.)FOR R 'L- (it.) INSTALLATIONS AIUNIAII �Fr_sN0 � .... CENTERKIATES & or Qy or INSTALLATIONS W/ CONCRETE& W000 (1)L4:MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ONE N.V. LOCK ®or®or or do W/ONE HV LOCKS MANSORY POSITIVE A.E.D.DESIGN PRESSURE RATING. NECATIVE HD LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or or 0 OR W/ NO LOCKING WALL A, B. C. 0, E. M, N.O. P. 0. '1 pcyREAR,L pjGA�`� CeffU RATES®do®W/ONE HV I/ft LOCKI G RODS I ODS MOUNTING F, K&L R.S, &V. LOCK®WJTWO LOCKING RODS®TOP& (SEE NOTES t,tt) (VMA FOR MOON ISG Q (2)PROCEDURE TO DETU MOLE MAXIMUM SPAN FOR BOTTOM SEE NOTESt.tt Af�� SNErr 7) FLOOR/CEILING C,H. I, It,J T. U,W&X WALL MOJNfIN05(TOP/DOT=)OR FLOOR/CEIUNC: CONZRSE&WOW DWA3IATIONS 0 wdL CONCRETE&WOOD CONCRETE MOUNTING & M t WALL MOUNIDIG rL00R/CEILING tL GIVEN I POSITIVE ASA.DESIGN PRESSURE RATING. ns.a MSw .M YYA11 INSTAL AMON5 DETERMINE MAXt11UM SPAN 1.t'FROM SCHEDULE. (w Moul IlL rxm a px' /COI RvEN A NEGATIVE&S-D.OEM PRESSURE RANJG, (+oR�) a?) FLOORICM=M00N19+O (�°��) FLo9 ALL Maaawt DEfERMINY MAXIMUM SPAN •1.-'FROM SCHEDULE. L4 W L-(PJ is-pq l-{4 L+ W L-(N (F(9 L-IN NAX'4lUM SINTER SPAN'L+a+1-'F:OR 30 OR X6'-0• iG-0' i6-0' 16'-0' 30 16'-0' 16•-0' 30 16'-0' t6'-0' U&TA(1AnON5 INTO WOOD SALL BE UNITED TO FINAL MAMLWU ALLOWABLE SPAN IS EQUAL TO THE 35 14'-10' 14'-10' 15'-2' 16'-D' 35 70-f0' 14'-10'_ 35 15-2' 16'-10' 105 W.AE.D.DESIGN PRESSURE RATING. )X .3141 DETERMINED SPM BETWEEN 14'AND 2 40 A 1J-10' 13'-10' 14'-2' 1W-2' 40 13'-10' 13'-10' 1 40 14'-2' 15'-2' (3)PrIoceD'JRE TO 0.T'TERAIINE 1A.XIMUM SPAN FOR 45 t3'-1• 15-1' 13'-4' 14'-3' 45 13'-1 13'-1' 45 13'-4• 14'-3' 't HV CORNER CENTERMJQE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 1T-5• 12'-5' 12'-5' 13'-7' S0 12'-5' 72'-S' S0_ 12'-3u_ _ 13'-1' MOUNTING INSTALLATIONS.LOCKING SPEGFlUTICKS W/FLOOR/CEILING MOUNTINGS: --59 - - •-1' 12'-11' 55 11'-t0' ft'-tD" 55 11=1' it'-It' S ALL BE AS INCKATE0 ON MMOATORY CONDITION J2 FOR Al-•1Ui P09I,YE A.S.D.DESIGN PRESSURE 11'-4' 1 11'-7' 1 fi0 11•-4' 71'-4' - 60 1D'-2' 10'-11' NOTE 15,SHEET 5, RATING. 65 10'-10' 10'-10' Ir-1' 1T-11' 65 10'-10' 10'-10' 65 9'-5' 10'-1' BETERM 4X- 70 10'-6' 10'-6' 1G'-9' 1t'-5' 70 10'-6' 10'-6• >0 8'-9- 9-4' L7+-MAX.SPAN FOR FLOGWALL/CETUMOUNING OUNTITIG 5. L7+�MAX.SPAN FOR ROORJCE7,lNG MOUNi1,+:G 75 10'-1' 10'-1• 10'-4• 11'-1' 75 10'-1' 10'-1-- 75 - V-9' t'tpXEpT THAT MWCJM VUTTER SPAN-L+-OR OLStALANONS. 80 9-10' O'-10' 10'-0' 10'-9' 80 9'-10' 9'-10' 'L-'AND LWW M A.S D.OE9Fr PRESSURE PAMFOR FOR A G'EN NEGATIVE&S.D.DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9' t0'-Y 85 V-6' 9'.6' OLSTALL00tS INTO OONCR.r1E OR CONCRETE BLOCKRVR1C: 90 9'-3' 9'-3' 9'-5' 10'-1' 90 V-3' 9'-3• S}V41 BE ltMIIED AS FOURTL CETERMINE: 95 0'-0' B'-9' 9'-2' 9'-10' 95 9'-0' 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING L-�MAX.SPAN FOR WALL MOUNRNQ INSTALLATIONS. 95 W-9' W-4' 9'-2 --10 95 V-9' _ W-4' LIMITED TO +64,-72 P•s.t.AND 8'-0'SPAN, SEE L2-e.MAX,SPAN FCR F1.00R/COUNO MOUMG _ _ MOUNTING(R)OW SHEET 7, INSTALLATIONS. 105 e'-7• 7-11' 8'-9' 9'-4' 705 '8'-T T-il' 710 B--4�-._.7-Y....8'-7' 9•-2' 110 8'-4• 7•-7' FINAL MAXIMUM ALLOWABLE SPAN IS.EQUAL 10 THE Ns W-2' 7'-3' 8'-4' W-il' 115 W-z=`-r-s- SEPARATION TO GLASS SCHEDULE MiNWU11 BF7bT:F11 L+•,-ta E',1, NTD's-• 120_ 8'-D' W-11' 8'-2' W-9' 120 8'-0' 6'-11- 125 7'-10' V-8' 8'-0• W-5' 125 7'-10' 6'-8' (4) W TO ANCHOR D N EGATNOLRZ WITH FINAL LWOMUM AULgwABtt SPAN AND h'EGARF 0.5.0.DESIGN 130 7'-8' 6'-5'- 7'-IW ,8'J1' 130 7'-e• V-5' MINIMUM PRESSURE RATMG TO DETERMINE MAXIMUM ANCHOR 135 7_7' V-2' 7'-9' T-9' 135 7'-7- W-2' WIND ZONE SPAGNG. "-140 7'-5' -5'-11' 7'-7' 7'-6• 140 7'-5• s-11' ASTM E-1996 SEPARATION 145 7'-3' 5'-9' 7'-5' 7'-4.' 145 7-3' s=e= TO GLASS 150 7'-2' V-7' 7'-4' 7'-0' 150 T-2' 5-Y 155 7'-0' S'-5' 7'-2' 6"-9' 155 Y-0' S'-5' 1 THRU 3 160 W-11' V-2' 4'-1- 6'-T 160 6'-ti' 165 V-10' 5'-1' 7--0' 6'-4• 165 6'-10' 5'-1- 170 V-9' 4'-lY 6'-11' V-2' 170 V-9' V-TI' 175 6'-7- 4'-9• V-9•- W-0' 175 V-7- 4'-9 BD 8' S'-10' 180 -66' 6 ' ' ' " 41-6''.._ J) H V B LA D E 185 V-7 5-6 6 190 _6'-4' 6'-6" 5-6- 190 6'-4' 4'-5' 195 6'-3'-• E-5' -5•-5• 795 V-3' 4'-3' 200. V-2' 1 4'-2' 6'-4' T-3' 200 T-2' 4'-2' 205 6'-1' 4'-1' 6'-3' S'-1' - 2(15 6'-r 4'-1• FLORIDA BUILOIR6 CM-(Non High VeIDCRY Hurricane Zone B 2015 EASTERN METAL SUPPLY.INC. ,%lollp THtcIXt1//l ' BERTHA—HVTM Accordion Shutter System O— A s S Q■ HV ti11DE#1 W/OR W/0 H.V.1hSNDOVi'RADE i TICCIT TESTING g ENGINEERING COMPANY American Shutter Systems o, g, M�.y, a. 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