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HomeMy WebLinkAboutProduct Approval ALL WIND LOADS DESIGNED IN ACCORDANCE WITH ASCE 7-10 PER SECTION 1609 OF THE 2014 FLORIDA BUILDING CODE ROOF PITCH IS LESS THAN 2712" OR <= 10 DEGREES PROJECT NAME: JACOBSEN NOA or FL# FL389-R8 ADDRESS 7440 SOUTH OCEAN DR. UNIT A223 NOA or FL# CITY/STATE JENSEN BEACH, FL NOA or FL# ----- -- -- --------- DDDING-TYPE.- _ CBS-- --- — ------ - --_-- -�--- _ NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED (Vult) 160 NOMtNALSDEStGN ldlillVQ;SPEED (Vastly ,77,77- 124 ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE D HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 80 TOP OF WINDOW OR SHUTTER HEIGHT 25 EFFECTIVE WIND AREAS WIND DIRECTIONALITY FACTOR 0.85 ENCLOSED BUILDING GCpi= +0.18 <=10SF 10SF><=20SF 20SF><=50SF POSITIVE PRESSURE (ZONE 4+5) 67.7 44:6 64.7 38 8 60.8 36`5 NEGATIVE PRESSURE (INTERIOR ZONE 4) -82.9 X49:& e1 -82.9 =49 8 , ., -78 5 47;1 NEGATIVE PRESSURE (END ZONE 5) -152.0 -91.2 -152.0 91.2, -134.5 PARTIALLY ENCLOSED BUILDING GCpi=±0.55 <=10SF 10SF><_20SF 20SF><=50SF POSITIVE PRESSURE ( ZONE 4+5) 90.9 87.9 `52 8 84.0 NEGATIVE PRESSURE (INTERIOR ZONE 4) -11 1 3 = 66 8 -111.3 =66 8 ;:� -107.0 wUrCy///i�� NEGATIVE PRESSURE (END ZONE 5) -180.4 3-f083 ,. -180.4 I1083„; -162.9 ENsF`' o��% LIGHT GREYAREAS ARE ALLOWABLE STRESS DESIGN PRESSURES _� 0 0878 � ST EOF %4l` O N Al- I I i %6/2016 • V /7 U��G � .S+[.r/`71`r �t/L� � �Q C d�G� • SHUTTER PRESSURES OPENING SIZE SHUT SHUTTER SHUTTER STORM BARS ANCHOR PANELS UNIT # TYPE W X H WIDTM HEIGHT SPAN # REQ SPACIM BOLTED 37 3 � Y 7 3 = l WO 774 911. 12/ V7 3 " r e } + t e e /20/2815 Florida Building Code Online -04 � �f « sem 1-1 lq BCIS Home i Log In i User Registration Hot Topics Submit Surcharge i Stats&Facts ? Publications (FBC Staff BCIS Site Map i Links i Search [ B u s i n e s Product Approval ProfessidnaI USER:Public User J Hlegulation Product Approval Mend>Product or Application Search>Application List>Application Detail FL# Fi389-R8 I Application Type Revision , Code Version 2014 Application Status Approved i i Comments J Archived 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 Irodriguez@easternmetal.com I Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email j Category Shutters Subcategory Accordion f I Compliance Method Evaluation Report from a Florida"Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A..Tilsit,Jr. P.E. `J the Evaluation Report Florida License PE-44167 I 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 • 1 Certificate of Independence F 389 R8 COI HV ACCORDION CI NONHVHZ odf Referenced Standard and Year(of Standard) Standard I Year ASTM E-1886 " 2005 ASTM E-1996 2005 ASTM E-330 41 2002 TAS 201, 202, 203 1994 Equivalence of Product Standards J Certified By Sections from the Code i ,I httpY/w Av.floridabLdldng.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUwp/o3d + 1/2 7/20/2015 Florida Building Code Online Product Approval Method Method I Option D 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 FIL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade Extruded aluminum interlocking blades retained by tracks tt 3- (Non-HVHZ) - Drwg 15-086 (top and boom)for storm pr I otection ri];;_its of Use Installation Instruc6o'ns Approved for use in HVHZ: No FL389 R8 ft A.S.S.AJINC. DRWG.15-086.j)d Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created byllndependent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.AI INC. P.E.R. odf positive ASO load and 13'm-0"for 35 psf negative ASO load the Created by'Indepenclerit Third Party: Yes HV3 blade w/o window blade,5'-2"for 110 psf ASO load for HV3 blade w/o window blade and W-11"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 Metal Stud walls Is 79"for max.ASO I pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. i'389.2 2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 1 Only-(Non-HVHZ)-Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 Il A.S.S.A INC. DRWG.15-085 pd Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by,Inclepenid4nit Third Party:Yes Design Pressure:N/A Evaluation Reports I Other:Large missile level"D". Max. Span is 16'-0"for 30 FL389 R8 AE A.S.S.A, INC. P.E.R. DRWG.-15-085 HV.pd p.s.f negative ASD load depending on centermates and Created by,Independent Third Party:Yes i locking rod configuration for the HVI blade, W-0"for +64, is-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for 1+75, -75 p.s.f. for metals stud mountings and 8'-0"for 110 I p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 1 and 20 respectively of installation drawings for other spans and pressures, 38to 9.3 Bertha HV Accordion Shutter- Extruded aluminum irlterlocking blades retained by tracks COMBO- (Non-HVHZ)-Drwg 15-084 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II..A,S.SA! INC. DRWG,15-084._0dff Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. is Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure: N/A Evaluatioii Reports A Other: Large missile. Max. 16'-0"span at 30 p.s.f ASO load EL389 RB AE &.S.S,A. INC. P,E.R. DRWG.15-084.pd for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by Independent Third Party:Yes 12, 25 and 28 respectively Contact Us:: 1940 North Monroe 5_treet,Tallahassee FL 32399 Phone;'850-487-,1824 The State of Florida is an ANEW employer,Copyright 2007-2013 State of Florida.::Privacy Statement :Accessibility statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in respoAse 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 questions,please contact 850.487.1395.*Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalfs 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 dAermine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: 90 NO 99 httpYAvww.floridabLdlcfing.orgipr/pr__app_ffi.aspx?param=wGE\rXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUW%3d 212 GENE L NOTES: 1.B17THiH1 N11.ACCORpON 51WflFR SYSTEM SHOWN ON THIS PRODUCT EVNANTWN OOCV4IEM PLED. HAS BEEN VON"FOR COMPLIANCE IN N:CURdVNCE WITH THE 2014(Slh EDfI10N)OF THE FUPoGI O BUIL06IO CCDM. THIS ACWROION SNUnER SYS(DI MAY DE MSESUm AT Hmm VII.00RY ZONES. -" DESIGN IMND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE;FOR A BASIC WIND SPEED MEQUORED BY THE JURb01CRON WHERE SHUTTER WILL 1MLE QE CONTENTS sc NSTALED WHH A afte IDHNTY FACTOR N4-0.6.S USING ASCE 7-10 FOR NSTNL ICIMS UNDER 2014(5QI MOR"FDC AND OWL NOT EXCEED THE MN mm(ASLO.) DEEM PRESWRE RATINGS NOLCATED ON SHEETS 12 TNRU 17.23.26.28 A 26A IN ORDER TO VERIFY THE ABOVE OOtDLRON,LATWTE BMW WHO LOADS DETERAOHED PER ASCE 7-t0 SHALL BE RBST REDUCED 10 AS.O�MMR WIND LOWS ARM tj W BUBOES M Oil A BY MTXMIPLYAG THEA BY 0.6 N ORDER TO COIE'ARE THESE W/MAX.(ASD)DESION PRESSURE RATINGS WONTED ON SHEETS 12 THRU 17 24%28.26&26A GENERAL NOTES SHEET T -- - -IN ORDER TO VERIFY THAT ANCHORS ON NNIS P.E00.-AS 70TIM-WIRE NOT 4M ED.A 334,RAO EASEAWAILOWIBLE LOADS-FOR-WIND LOADS WAS-HDI_USW_N THEIR AHN.YSL BERRA _ SYSTE14 lCOMPONENTS 1-20 __ SHEET 2 ItY.A000ROWN SHUTTER SYSTLUS AOEWALY FOR WIND AND URGE MISSILE IMPACT LOAD WAS BEEN VERIFIED N ACOOHONXX WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER ATL SYSTEW COMFONRRIS 21-V %IMF 3 -W BLADE�(0214.01-03#0715.01-DS/1gW.01-04!1214,01-05,(0317.02-M(0609.01-10 AND fMIOlOt-II As PER US 201.TAS MAND TAS 203 PROTOCOLS. TYPICAL.SHUTTER ASSEMBLY J8-43 SHEET 4 _Hy WNOOW O DEO/05004.01_98 A4 IRS 201.-262"k 207"PROTOCOLS Am 072s.01-M AS PER TAS 202 PROTOCOL:._-- --„_T. - .�.-"...- -- -=---- ..�.._. i��-. -� ( ($[AnF'- - --- .� � -HV BLADE©#0422OT-O5 ASS PER TAS 201.TAS 202 AND TAS 207 PROTOCOLS. TYPICAIL SHUTTER E36VAAON&AIM ON LACKS SHEET 5 2.NY BIADEtywr HN BLADEt�ac ENGNEERED TO WORK N UN90N WRH FJICHt QTFER N AREAS WFIEHE 7FE OESMrN PARES 71LAF611ION FTtOM TTY)ZOfE 510 NIFAIOR NONE 4.f/171 INSTALLATION DETAILS A-F.COHklWOLOCK SHEET 6 WMIO ZONE ST<E CLEARLY 10IIIEEtID IH A/:COR WRH CHAPTER 30.OF TSO£7»i0 STMON+A AU.MOUNTED OOEIpf110H5 ANO FASTENER TYPES 9CNEDUIES MUST 8E APPEJED ib AE INSTALLATION OETARS F-L.I:GIME,ftOCK SHEET 7 OO ONOEI3 IYED ZONE 7}OS STRATI"t!X#UOE-RE4tOALMtENTS`fTlt Tq7:SEEP,RATION-TO-OtASS-OELAUPAAON-OF-HAND-NOTES 4=ADHD S-AS-WT1A.AS YAUDITY OF_OOMPONF7Nf$=fOR 1NN BLADE 1 CENDETAILS W -- --- shm-a &2 ACCORDION STONERS SYSTEMS POR nRIER WxD ZONE 9WL BF PREPARED AND CTRTUIED[f/A Fl.DHM REGISTkREO FNOENEQi OR ARCHRCT BASeH ON B4ROTH0 COWFIGLRATION ANO - ASCE INV II57MIDFR0.AND SHALL BE SVBMTTETO TD THE BIWDEdO OFTICIN.AT EHE TONE PERFeT IS MPLED FOR CQ$EAW17E ALTERlAN8 DETAILS HSHEET B CENTERMATE DETAILS NO SHEET 10 ESD CONN UCTON OETARS 1-8.LWNC&WOLOCK SHEET it 3.DFRMYA XV.ACCORDION PMS 01V USED AT BHAOCS 101UOU AND FOR OWL=MOUNT WfNEC7ION 10 TRACKS SHALL BE t 14X2.73 AHD 14X1.73 RESPECTIVELY.410-M MINIMUM MAXOMM SPAN TABLES SHEET 12 5EIRE5 STNN,ESS STEEL SLYRDNS fY11NM 1350 kd YIELD SIRENCIH AND 150 tart TENSILE STRENGTH.PVS SHALL BE COATED WITH BERTHA W COATNO SYS S1EM AS M/V7UFACRlRED BY ANCHOR SCHEDULE-GORCIRETE&ROCK SHEET 13 APPROVED COATN8 APPLICATORS REGISTERED WITH AMERICAN SHUTTER SYSTW ASSOCIATION,POS MUST BEAR THE TRV MAIDRIIM ON THEIR ROIL 4MN .ALL AUAMM DGRUS10MS SWILL BE MARO AE ASSOCIATION ALLOY AND 7DOM AS INDICATED ON SHEETS 2 AND 3.MINIMUM YOD STRENGTH FOR 6063-TM ALLOY IS 31.7 W AND 35.7 kal ANCHOR ANCHOR SHEDUIE-CONCRETE&MOCK SHEET 15 ULE-CONCRETE&BLOCK SHEET 14 FOR OW-TS A M ANCHOR SCOED W S.ALL SCRTO K 5(NFSS MSTEED.304 OR 316 NSI STILES OR CORROSION RESWAM COATED CARBON STEEL AS PER M50018 WITH 50 IDI LIN.YaD STROM AAD 90 WI UK TENSILE SCHEDULE-WOOD SHEET 18 EWS SMOHORT&SAIL COMPLY W/FW M BIRDNG OWE SWIM 2411.3.3.4. ANCHOR SCHIEDtMIE-WOOD SHEET 17 NSTAUAWN DETAILS M-R.WOOD SHEET 18 8.DONS TO BE AS1H A-307 GALVMB.ED SfIEE1.OR NSI 364 ED 316 SERFS STAINIM STEEL WITH 35 ksJ MINIMUM YIELD STRENGTH. INSTALLAADN DETAILS S-X,WOOD SHEET to 7.SEE THE FDI.LOWNG SHEETS FOR ANCHOR SPEOFICONONg W BLADE s 1334.15,16.17&ZETA END COHIOMON i1ETATS 7-12&T,WOOD SHEET 20 HN SIADH •26. W WZE 0 WORIO NG N UMOH:13.14&10 AREA 3 W BLADE Q1 ONLY 8.THIS eoum LV.ACCORDION SHMOR SYSTEM BEGS A US-PATDNT#6'779,562.COMPONQRS OF THIS APPROVAL ARE COVERED N WHOLE OR N PART Or U.S.PATENT'OV468.179 ISSUM TO iYPUS LCAL SHUTTER ELEVATION&NOON LOCKS SHEET 21 EASTERN METH.SUPPLY.IAO. RRSTALLA710N DETAILS AA-GO.CONDPLTE SHEET 22 9.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUHgNESS OF THE STRUCTURE WHERE WITTER IS TO RE ATTACHED TO INSURE PROPER ANOHblWIE CONTRACTOR TO CENIXI MATE DETAILS HO SHEET 23 SPJV./CAAK ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THOU FASTENING N CONTINUOUS CONTACT WIN THE BOLDNO 70 PRLVFRT WiND/RAN IN RAMON. END CONNECOON DETAILS 1-6&X.OONCRETE/bLOCK SHEET 24 10.EACH UNIT HIST BEAR PERMANENT LABEL.N A VISIBLE PLACE WITH WHRONG NM DURIAG PERIODS OF HURRICANE WARtBHGS HOME OMNI TENLWT.OR GT ISM MIST PROPERLY CLOSE ALL MAX"SPAN TABLES SHEET 25 HV AND RD CFNNIIERMATES AND ENGAGE OR LOCK AL HV AND NO LOCKS. ANCHOR SCIEDUIE;CONCRETE SHEET 28 13.SHUTTER WMACTUiEn LABEL.SHALL BE LOCATED ON A RFAlY LLSIG E LOCATION AT ACCtW M SFUTTIIi N ACODRBANCE WITH SwmH 1710.83 OFRoom wwRo CODE ORE LABEL SHALL Be PLACED FOR EVERY OPENING.LABELING TO COMPLY MHN SECTION 1710.8.2 OF THE ROFIGA BUILDING 004E AREA 4: IN,1kJNDUk BLADE S ONLY 12 BERTHA TLV.ACCOROION SHUTTER SYSTEM'S MSTALLABON SHALL COMELY WITH SPECS TNIPMED N THIS ORM ND PLUS ANY BUILDING AND zwm REOUAms PROVIDED BY In JUR=wnm WHERE POW IS APPLIED TO. TYPICAL MOON OWE&WINDOW DETAIL SHEET 27 13.(o)ws P.EOa FwAREO BY THS EAaws R IS cmm ARD DOS HOT MADE IRFDF, GOM FOR A SITE SPECIFIC PROJECT L&WHERE THE SITE CONETTOM DOMIE FROM THE P.ED. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONTRAC=TO BE RFSPONSTBLE FOR 711E SELECTION,PURCHASE AND RLSTALRION NCUMNO UFE SAFETY OF THIS PRODUCT.BASED ON THIS P PROVIDED HE/SHE DOES NOT DEVIATE AM 5: HV W1NDM WME d. ONLY FROM THE CONDITIONS OETNAEO OR TIS OOCUHENf.COHSIRUCTON SA M AT SITE IS THE CONTRACTOR`S RFSP089mm (o)THIS P.E.D.WILL BE CONSIDERED BRAID IF A I RED BY ANY HEA S, RMAUATION DETAILS,METAL STUD YWLtS SHEET 28A (d)SITE SPECIFIC PROJECTS SNAIL BE PREPARED BY A FLOPoOA REGISIMED EMNEER OR ARCHITECT WHICH WILL BECOME THE EtNQM OF RECORD E0JL)FOR THE PROJECT AHD WHO WILL. � , BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.OUNM OF REODR06 ACTINO AS A DELEGATED ENGINEER TO THE PLED.EHIONLER SHALL L StsM>T TO TWS HATTER THE SUE SPEC= ORA16aNIS FOR KYETY. (e)ORIGINAL PEO.OWL BEAR THE DALE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL FNONEFR OF RECORD THAT PREPARED T. RMID)A BUILDING '(ADE H h Vewcay Hurricane Zone EM `♦ `1A qll IIHp//A 9 2015 EAVERN META.SUPPLY.INC. DRAYHNiti SttAiT ONLY BE USED TT)� ````t��APti ,A TjE Amr ,,/i, BERTHA H�7M OBTAIN PERMITS IN THE STATE OF FLORIDA `< ` .....I■ 1L ECO A.S■S.A. Accordion ShutterSystTrn a a ( a Y.WX 1 H OR T U.AEON BLADE&W. ., TAUT TESTING&ENGINE MING COMPANY American.ShMffer Systema mv. Un Opm BY ML. Aeaoclatton. Inc. i NX011-1N a/iSJIS of 041075 e36s R.TL aa6A 11..R.wt orttMNlt u+moa.t1aRUA 331 sp�a�kr Am- :005)V$-1530.aa.�:(3(366k71-1571 4255 Wastroads Drive x DRAWING No WAITERA.3 mlUT ar.v.E West Palm Beach, Ft 33407 4 15-084 FLORIDA LIo !u16ASHEET faelwoe.aAo[ VAM e°3 4.637 . 1O HV SOL1D BLADE Q2 HV BLADE � � � O5 HV 9d'f 180' STARTER COVERED UNDER US PATENF/ 5458179 COVERED UNDER US PATENT``5458179 3OHV UNIVERSAL FLOATER GUAtA[D�Q RUSE W/ 6005-T5 ALLOY AND TEMPER QUAUFlED FOR USE W/HV BLA" t)&(E OHV DIRECT 1110UNT HV BUDE(y&t�] _ ___1 HV WINDOW BLADE; 6005-TS ALLOY AND TEMPER OIJaVFlE� FO USE W/ 6063-T6 ALLOY A1Tb TEMPER SEE UMRA710NS OF USE OF BULGE®ON SRW 26 -- - - - - - 6063-T6 L uo1T"ANDQETIPER 8063-T8 ALLOY AND TEMPER • .f24' .06!' x NA HV - - - . - -- - ------ ------' .994 H - --- -- --- _ OADAPTERWIMP ®E W1 W _WALK-OVER K- Y20 1` O6 HV ADJ. FLOOR TRACK OUAUFl�ADE� © QUAD IED FD�u$SE Hv - ,�• ® 8063-TB ALLOY AND TEMPER 8063 T6 ALLAY AND-TEMPER OOUALI ED�HvV_ RAINOUARD QUALFlEO FO USE W/ NV BIADE 1 Qc BIADE 1 & 2 ONL. 6083-T8 ALLO AND TEMPER 6063-T6 ALLOY AND TEYPER QBURED FOR USE W/HV _ BLADE 1 $2. g 1.9tY VARMS 1.978 60$3-T6 ALLOY AND TEMPER Pi _003• - -OB]• 09Y OM870 1 • - •E • 070 1.668' • . 11 HV CEILINGHEADER HV HEADERAILL Q HD criul 3 529' �• 6 FlED FOR USE W/ HV"E(1 ONLY, QUALIFIED R USE W HV GUIDE 1 ONLY O O 1 SHD CEILNG HEeDER/SIL SEE SECTIONS FOR VAUDBYI T6 AW AND IEMPE� OL AUFIED FOR USE W/HV BLADE 1 14 SEE SECTIONS FOR VAUDBY. OUAUFlED FOR USE W HV 6083-TB ALLAY AND TEMPER 6063-TO ALLOY AND TEMPER BIADE 1�ONLY. QUAURE 9053-T6 FORALLOY/AND TE4 EEO�O 6083-T8 ALLOY Zo'TEMPER COMPONENT A D 71 T2 8010EwAum X Y L x LO1I Y 2' 125 um. -1/w 1/8• INC 3* 0.080 ® r 5-MAX 0.192. 0.19Y HV(2 (1 G} SIDE ANGLES2� CORNER POSTS aG�w ALUMINUM ANGLES � 2.r r wx. 0.190- 0.1�• RVQ aUN.IFlED f0 usE w HV RED FO tl$E W/HV OUAURED FOR USE W/lff BlADE81 �E BlAOE 1 do 8083-T8 ALLOY AND TEMPER 6063-T6 ALLOY ANAEMPER 6063-T6�AS WY ANtD�TE1lPER `N1LLN11t11NryETAA FLORIDA BUILDING CODE Ilon High Velocity Hurricane Zone i `���`�Q`,••�•C•I�N••.�It/''i�� ®2016 O6tORN fETK SUPPLY,INC. sF ••?= BERTHA HVTM —r—�,-�-- : 1L E C O N . A.S.S.A. Accordion Shutter System fl: ,- ,r •,�, v eIADEA w aRW/o xv wtnow eunE&xe T!/UE t`�:� AmellAon ShuHer Syeleme OcseRnaf a txLaH a Ll l 7TLLiT TESTING d:ENGINEERING COMPANY ��O.o�'• Assoclollon. Inc. t OW n-ef a/n/m Q%M 04 13 tS p01nt�,�itz- amt Na aen.s1.s.saa ww1N1 aumo.noraal ut 'o76 Pha ,(sos�f-1639.rox.(363)671-1631 4268 Westroads Drive 2 NA......Nda�°� ., fnl.o.00.L000, West Palm Beach. FL 33407 3 DRAVANG No ''A'EftlANll111u11`" 9ALTmW�',°r..P.e 15-084 P.E. SEAL/SIGNATURE/DATE R0t°"111e'P{4187 a ZHEEF 1/4'-2Qa11/4'-20 CM .745' 9T • uM. THRUM DWELAM I 1 y-ZO o •S S-eALS. WED PAUM "'Umow"m HIMPAMm a TURN O vex1 B7 31 .� _ URAAW �'� ' QUALIFIED FOR USE W/ FN BLADE 1t�&®ONLY ®-HV_LOCK -. ®_HV EGRESS LOCK 6063-T6 ALLOY AND TEMPER QUIDED FOR USEW/ HV BLADE 1 & I ONLY aozr J 61 QUALIFIED FOR USE W/HV QUALIFIED OR USNV E W/ ---- - - 6063-T6 ALLOY AND TEMPER BLADED& ®ONLY. BLADE&®ONLY. ALIFIED7FOR=LSE-W/-W-BLADE 1 ONLY-- -- _-__ _- zso0.0. 4• 8063-T6 ALLOY AND TEMPER - _ - _- -- - PI/SIIC HFM 1.756- .922-1 MOLDED TO 2.079' __ _ _ __•`�- 4.045 - „ _ •AFTER RIVETING , y -1/4'g-20 x 3/4" BEFORE RIVERNG c4. S.S. THUMBSCREW t f4 O-20 RIVNUT+ �� 1- 276D• *SERIFS 9444 Al BOW(2x24-13 A11D0 URGE nAHOE THIN SBFF7 NO15FFr.FM 10820.A9 WXtRTCnMEO Of"M PLA" EieONr EMATION ®HV MALE "T" LOCK CE CROW TWOM PARVPM.NEW JOW 070M OR DXM © LOCKER FOR "T' LOCK CENTERMATE QUALIFIED FOR USE W/ HV BLADE (I)ONLY ® HV FEMALE -T- LOCK CENTE mm ® HY "T" LOCK ® HV AIJERNATIVE9SK 6063-T6 ALLOY AND TEMPER o QUALIFIED FOR USE QUALIFIED FOg USE W FN QUALIFIED FOR USE W/ HV BLADE 1OONLY QUALIFIED FOR U ALLOY HV AND�pER ONLY yV/Hy B(ApE�I ONLY. BLD 6063-76 ALLOY AND TEMPER 1.917 1.9 'r� •,� 3.161 �• � 2f c' � 0 RNMBNRN 214', 2' .214' KEV�� ���QQQ111��� b .5w 0.875•Mm. HD CENTERMATE WZ NO LOC OD �© HD CENTERMATE WZ LOCKING so OD � • 1.12s'We QUALIFIED FOR USE W/ HV BLADE(9., & 2 ®QUALIFIED FOR USE W/ HV BLADE(!), & 2 ° O 6063-T6 ALLOY AND TEMPER 6083-T6 ALLOY AND TEMPER VARES,12'MIN. QUALIFIED FOR USE FIV W/ BLADE 1 ,®dE 20 1/�'►-m ss oR 7/e'f-te 6063-76 ALLOY AnNO TEMPER e TNULIMRN (�OETwLS *1/2• �D OR KEY t1S 1.57 v CYUNM * ® LOCKING RODS 1.78 Mt 5.f t/4•f QUALIFIED FOR USE W/ HV BLADE &Q HD LOCK 6063-T6 ALLOY AND TEMPER ©17y .3�8"�-�6 ACETALi ML ZO AISI 304 6t REGENT HMDNARE MORDSE LACKS SMES 2338 NOOK BOLT LOQ(. O QINSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S.S. THUMBMR QUALIFIED FOR USE W/ HV BLADED,®&Q DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED FOR U BLADE©&© QUALIFIED FOR USE W/HV BLADE C0&� FLORIDA BUILDING CODE Non High Velocity Hurricane Zone �R..:.T�[Z,*Ni���� m 2015 EASTERN METAL SUPPLY,INC. •�,�cEIV ��': BERTHA HV7m IL E C O �Nc. A.S■S.A. Accordion Shutter System V.BLADE 1 W OR W/O H.Y.WHO MAN&ILV.BLADE TILUT TESTING & ENGINEERING COMPANY American Shutter Systems BESCRIFION GATE ORO"BY: M.L ;• STATE OF .��`` WW Rte•36e,St.Sts 30%VMM aAROERS ROR81 731 Association. Inc. 1 OLD 11-114 04/17/15 — 04/13/15 Phon.:(30.5}871-1630.Fax:(305)B71-1531 4268 Westroada Drive a '��i�Fs'••'•••..:••''G\������ ® lis• West Palm Beach, FL 33407 s DRAWING No CoA u�r{41ei 8 15-084 P.F- SEq�J }GNA4URE�DATE a 3SHEET 28 3/8'0 41 4 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV 1 HV A ANP_BY-0 BLADES. O HV BLADE 1 39 3 ---® -HV BLADE- 1A- - - - - .go - - 2� HV BLADE 2 CIO or(Z N - HV LONG RECESSED NYLON BUSHING '-� —-- - 3-- — -f- @3=-- __-- ___-- ® HV SHORT RECESSED NYLON BUSHING .315.0 ® - HV NYLON- HAT-WASHER - - -- ____ _ EXTERIOR 47�' .- ® HV WHEEL CARRIAGE AISI 302-303 SERIES 41 a>�• g 0.870"x3/16" THICK NYLON WHEEL. i 0.188"0 AISI 302 SERIES S.S. RNErs 3 W or 4 or (@ EE® FOR HV 1 3/4" ACCORDION PIN W/ #8 HEAD * �EOUIRE NTE I i I Q® or® ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD * EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOWF I I Q® (SEE SHEET 27) or AT EXTERIOR BLADIE KNUCIRV FDR TYPICAL SHUTTER ASSEMBLY (1)W PIN®SHALL ALWAYS BE USED AT ALL DaMOR SCALE. 3/8' 1- HV PIN®OR®AT 'O KNUCKLES OF ITV ACCORDION SYSTEM W/HV 1Q OR BLADE'SRKNUCKLE. (0.324' BLADE 3 (SEE NOTE* FOR (2)Hv PINMAY BE USED IN LIEU OF AND ONLY AT • REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION DIION SYSTEM W/W(g)ttP. IILADE WHEN CORRESPONDING TO INSTALLATIONS'CC'AND'OD', Q SHEET 22. •e� 1 (3)W PPI®OR®W/ 1/2'O.D. 1/16'THICK S.S.WASHER SHALL BE USED FOPi DIRECT MOUNT INSTALLATION PER DETAIL X. WHEELCARRIAGE DETAIL SHEETS 11 &24. ASSEMBLY LAYOUT N.T.S. N.T.S. "`pL1MHDLNp�� FLORIDA BUILDING CODE Nm High Veiocity Hurricane Ione ���``Q�'••"""••. /j•''�i� CO 2015 60ERN METAL SUPPLY,INC. BERTHA HVTM IL E C O oNe. A■S■S■A■ Accordion Shutter System V.6unE 1 W1 OR 1/0 RV.WROW UTADE a RV M American Shutter Systems10L „o DoE Drum+er: M.L. TILLJT TESTING & ENGINEERING COMPANY 'c ':`•Q em KN.Sqh A,Sb.303.VOGM faRDOI(—.1 A�1001G1IOn. Inc. 1 an 11-w fape OM 04/13/15 <oam=\R - per,:(3w)871-1530.I-�(305)Si1-1531 4268 Westroads Drive 2 DRAWING No VALTEED71eA.VUrr� P£ West Palm Beach. FL 33407 4 15-084 WALP.E. SEAL/SIGNATURE/DATE iOROp U.I 44167a 4H OEF 28 *BQj S ON tilt LQQKS_ ANE? GENTERMATES: A 0 C 6 M N U 3 T l`! ,®a t.ILNYlAIMLY Lidl�(fMTN Ii:ONE J({T LOCK @ or @ SlkLt BE USED AT!12 OF SNLDTFR SPAN EOR ANY SPAN OR Ir ABM OR ELEVATION. HVHV LOCKAW �or MAY BE USED AS AN IOF SHlUrMR SPM NSIDE OR SPANS UOUFSIDE LOP M 105 OK ATfNkSED 10 OR l cENTERMATEs w/(z)) t fJc'r2o x 1/2-LGNc CTAT HF�a S.S.Ms uoraTwN of Laac SHALL BE As INwrwTEa ON �a�+• � IYPECJU.SHURk7t EL£/AIIDN. s 2. ! IF pFSIRED,FOR at.,, PERFORMANCE 0[t-FOR SECURITY PURPOSES,UP TO TWO FN INDICATED NOTE(A(N I�0 AOR OUISDE LOCK.CONNECAON OF LOCKS TO-CEMFRMATES LOG OF LOCKS SHALL BE AS INDWAA ON TYPICAL SHUTTER ELEVAMON. - — — - - -- -- _— � _ - -- - — - - - - - - - - —_ ES 1 W/SWO N.V.ierxsts LOCKING RODS ARE N4T REQUIRED AT RTCANE POSITION.BUT MAY USED IF DESIRED TO ENHANCE SHUTTER PFR LOCKING RODS OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). R 4.Jbp {, T(kkLsFli ONE HV LOCK Q BE USED AT ODRNER CENIERMATES FOR ANY SPAN - - AND WS7ALIATtDNS-AT_ ELEVATiON._ILV L,tiC+L or. SWTLL-BE.USEO AS,AN OUTSIDE OR.tNStDE LOCK. - ATTACHED TT3®CORNER CQJIETT11AlE W/(2) 1/4-20;,4,2"LONG FLAT HEAD SS. M.S.TWO LOCKING RODS Q AT TOP 1R BD SWLLl.B£USED.LOCATION OF LOCK L BE AS INDICATED?ON TYPICAL SHUTTER EtEVAUON. MAXMUM SHUTTER SPAN SK4 L RE DETERMINED AS PER SCHEDULES SHOWN ON SHEET IZ �§ hF S. Sill ONE ALTERNATE HY LOCK MAY BE W LIEU OF NY LACK or FOR ANY SPAN AND ' (�) E % TANS AT ANY E"ATOOtt.AL YE I MAY BE USED AS AN DE OR OUOSIDE LOCK.ATTACHMENT I OF I/4'I-20x3/4•S.S.THUMBSCREW TO 0 OR @ CENTERMATES SHALL BE MADE W/ I/4'0-20x3/4'ALUM. b WVNUT AS SHOWN ON SECTION NYE.SHEET&ONE LOW WU BE USED AT 1/2 OF SHUIIER SPAN OR TWO y r1 Ci€�ys LOCKS AT 1/3 OF SHUTTER SPAN. All III I *NOTES ON HV "T" was AND CENTERMATES: LOCKSIII �1. CONNEFOR SEE CTION LN AT ANY ETEVATION I LOCK Y 8E USEDED AS AN ItSWE OR LOCK ATT�AONMENT DETN4S ON D i E N 1 ! x l o ! a R Y M X � ONWHCNsHEST 11 TVP. m TDIIEi® w1/+a / /ax 3/3FULL HDGHT. OR W/}j4•h20x1'S.S. .IN[OAif4YBENSTAT WDSPAH2'OF CORNER ABOVE AND BELOW MIDSPAN.USE OF 1W0 lOCIONC RODS P AND MOM 6 MANDATORY CENTERMATE "'NOTES N .�.Qf8111F8YAI�S t. TL. 1T:.5 aNE ALTT7Lt1ATE HD Loq(Tp MAYBE USED IN uBu OF HY LocKs aR Fat Aw sPAh AND inswiABow AT ANY eLwAWACHM OF HD LOCK 0 TO @maN.ALTERNATE La Loch 0 MAY BE USED RETAS AN INSIDE NFORCE4ENT 0ENT = ASS KSHOWN ON SEC IONS HDB- AND HDC-RrBMW IR LOCK MAY BE DW"W ATS TN DSPAN OR 12`MKOMUM BELOW OR ABOVE MIDSPAIL USE OF MDNG RODS @ 6 COYNETFLY OPDOHAL.. TYPICAL (1) HV BLADE SHUIEEER ELEYNTION N.T.S. L4H++)++u FLORIDA 8UEE DINO CODE An Ni h Velocity Hurricane Zone (,.....: /(4Aii','� ®2015 FA4IE m NLTAL SUPPLY.INC. ��c�,u • �- -- BERTHA HVA+ /TMEFo ,Nc AL■S■S■A,■ Accordion Shutter System - AmerEaan Shuster �.,,�4�ma Y.WX 1 W OR V 0 TLV.YgtADX BtAI}E dL N.V.EpATTE 7�y Sema OMZPT= oA wAlm BY; M.L y!; � f1�[ TILUT TTeSTINO Er ENGINEERING COMPANY Assoelallon. Inc. 3 OLD 11-1w O4/15/13 OATEN 04/13/15 O )-- Q, M5 Kw.Sea.S..S».No.v4 mu rAMM nORM 334 Pna,.;6301 -L53o.F,or:(305)871-1331 4268 Westraads Drive 2 DRAWING No 0'-.''`ssl� A+It�,`��.` 1%I1oo ytoan West Palm Beech. [1 33407 44167 a 15-084 P.E. SEA31��iGt�'AtURE/DATE 3 S N OF r POLMtm CONCRETE POURED POURED OR_ REQUIRED BLOCKETE X4b-20x3/4'S.S. CONCREQUH REOIHRED CONCRETE ERN� CONCRETE ANCHORS M/tlIWE SCIRE'MS CONCRETE ANS SHEET 13} (SEES SEE SCHEDULE ON NU(S/4--20D.C. (SEE SCHEDULE ON SHEET 13) I. t 2 - 1 ti tAn. 114CI~R.^,C VA. OR -- . USE4G 1/4'-20 Nuns t/ g /2. 0 12'O.C. E D.• •250.1tmt. •� i 3 j,-,2SO* 1 S E - -- — - - - o = f — — � D -- n - •- - i ` ! I y OVAL ii --OOR @0 { i M27.SEPARATWN TO ctAss OPTIONAL t E%ISITHG ; aAltsQte<Q1} i NOL SEPARATION TO GLASS ! E>aGSTI —•'—'—(sEE SCHEDULE ON SHEET 12) (�---'' lhs;E SCHEDULE ON SHEET 12Y- EXISTING 2)ii-- _ CLASZ� HV WALL HEADER INSTA TION DER INSTALLATION 0 BY WALL HEADER.INSTALLATION i RAN.SEPARATION TO CLASS CUar-t y4 gy pN !'� 4 ' E"sm `(SEE SCHEDULE ON SHEET 12) t R awl(stiE { "-Y.J OR ® L ON.SEPARATION TO '2)f ' ' '-'•� ,s` 'Ea m�M+a rrrFFFrF:�� I (SEE SCHEDULE ON SHEET 12) �S C"sx>:r m ' i fuCTs(D4 + \ E • Max. ii ii' Tom_ � i t/a'Nm. 13 oR E D.* 1 J2. OR O 1' --- ® -- _ 1/4 0-20x3/4'S.S., M'"• PNIl.1-IPS TtS.fSS NERD 1JJ4'M-20x3 i SS.PHIWPS t 16 MACHINE SCREWS USWG CONCRETE ANCHOR'S 1tt1S5 HFAf�MAgfINE SCREWS --AAV...CRETIE ANCHORS 1' 1/4'-20 NUTS O 12'O.C. (SEE SCHEDULE ON W/1/4=20 NUTS O 12'ac. POURED CONCRETE (STP sCHEOW£ON SHEET 13) u'"• POURED CONCRETE DLOCRf sHEE7 13) OR WALL R�EQ WEDOCK LANCHORS REQUIRED MY WALL SILL INSTALLATION OR��TEY EMM ULE OF HV WALL SILL INSTALLATION LOCK WAIL REOIRRED EC� MY WEAL. SILL INST ALIXION NOTE FOR COMBIMMON OE SECTIONS- -- INSTALLATION DETAILS W1 1-SEE SHEET 4 FOR TYPIM SHUTTER s E O.-EDGE DISTANCE /'.� �j`' BLADE ASSEMBLY 40UNIITJG SECTIONS CAN DE CON&NFA (SEE SPEgflfAllONS ON SHEET 14) DRAOf�A0t1 SHEET 2e�R T H Y BLADE � IN ANY WAY TO SUIT ANY 18STAtUTiON. . i FLORIDA BUILDING CODE an N(h Vetocity Hurricane =one T(�TT'�AxIA 0 2015 EASTERN METAL SUPPLY.INC, .........�/T?,,,, B9"HA H y m— GEN S ,' /� --\ A.S.S.A. Accordion Shutter System JTT c o �N�. *? 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Inc. 1 OLD 11-1u 61/13/13 sac: 04/13/15 nus NM.sae.%.~a.305.VOW"Wa>M Rami 3310 4258 WeStraads Drive Z PbR :(3057871-1335.roe:(3057671-1331 DRAWING No "i OF•....,..•� rma oom West Palm Beach, FL 33407 3 03-00mig 15-0$4 MALIM A.IXUT Jr.P.E 4 P.E. SEALJSlGNA11lRE/DATE 4"g' 6 8- OF 28 r POURED CONCRETE AORPOURED L OR CONCRETE CONCRETE OR CONCRETE OR CONCRETE RED CONCRETE CONCRETE CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED EYWALL REQUIRED BLOC!(WALL REQUIRED CONC ANCH GLASS EXISTING CLASS �EXLSRNC CLAW x. EXISTING CLASS e 16'O.C. 'I- z—_ - 10 CLASS(SEE MN.kft 1RL SEPARNION I1 EQ TO CASs(SEE 1122 FOR MADE O 917 0 Q ON BE r 70 QACS(StE 1 So1FDCE ON sHM I/16-x3-VM ON SHEET 2$Fqi 1x FTft ar 11w 12 F1xt BAt£@AlU (eaa3-z6)coxr. alrust9��t i2 FCR Eeln mrw _ aN srFFr 2$FOR 1/z•_ CN.SHFEr A rOR— - ALUM.CLOSER -._ _— _ _ _— _ _ _ —_ _ _. - _ON SHEET 2a FOR ' Evasme[9 AT MTE IR 1u�+ 1 -+ T7IDFS(OstiQ9 BLADSM& . 115E 1 noxi/z'.sMs.- -APP oL +%eo>z• _ �IOu172'S.M. a Ii.o.a - — - 0 i$'O.C. _ - - _ ` (6063-76 lA1CUP)AT ALLAY)AT T OHD4TIT +4 (2)tj4f1TAPCONS AHCNORS�TO 5 SEF DUA1L X F WALL AT 1'O.C.(LOCATE - sB1E caNNEcn t OR-Qlg'- - - OTHER SIDE OF(31)- - OR®' — SEE DETAIL x FOR - - 1 OR TO TRAM � O'O«y� •� $ 7 a e SIDE CONNECTION ,a ORI- -( 7 $ a SEE OETAL X .®n 10 TRACKSi a 6 7 $ •®« '®«®,®« •�« SIDETO ���•`�•� �« «®a`(-�',•��,/v/�� B`y,'•J�•�a a^"a©•v $-0-0-y0 p`�0V-0- 8�O7 • e 6�'•Gj •®« Q�,t�«(p,d�•{$)•®a �,�.�.{tjl,�ja,�a $ D �•Q>IF«�`�°'O ®•(�«®•�«�•t�«O ©•Q�«®•C�«®•� O•Q�«�®«t�•Q�«O O•d�-Q�•+'m«®•®«O D ,CT)N DET/�IL Q END C NNECTION QUAIL Q END CONNECTION DETAIL 03 END CONNECTION-WA POURED CONCRETE OR A REQtRW MY FOR SPANS GREATER 7FLW 12'-0' • �EXISIINO GLASS CONCRETEBLOCKWALL J� EN.4 AR01niON /3 tj2•S.M. ��y\ t ` WK SLPAANTION �_�('�1 Erie NNo coNc i/2•u+. To GIM(SEE V ---------- --- - --- 6 G (DOR` OR T%&.CN SIM "------ ON%w 2$ ANCHOR 0 i2 FOR BLADE 4). --'---'-- _ - MADM(I)&O I2.O.C. +j ON EE SHE --- CONCR OR 5 28 FOR ANCHOR Q -- ' LIS• 1 M01. JTM --- E5 - - 6 OR(g)DR(DOR x•URI. 2'u'" ♦ a E o1'" s z& FnR �aR�oR�oa� VIEW Y OR RAN DETAIL POURED CONCRETE Oft �«60.0«©�•�- �.®a®.Q-©.�a S L ON CON«�BLOCK WALL 0.0-0.0-«d•®a O.0.0-0.0.0- �1 Y BLADE OR HV WINDOW BLADE INTO �.�al{ . .�a Q,�«�,®,�•�«a CONCRETE OR CONCRETE BLOCK WALL SND CONNECTION DETAIL Q END CONNECT(, N DETAIL 0 FLORIDA BUILDING CODE Non High Velocity Hurricane Zone 0 zags EASTERN METAL SUPPLY,W. -�- BERTHA HYD+ A*SiS.A, TIL EC O suc. Accordion Shutter System American Shutter Systema V.RUDE t Na KY.WW .BUDS * - TILLIT TESTING & ENGINEERING COMPANY -a= F1D SSan SL.St..sat:VMW o+rmws. a11-1t461 Sat As TATE OF axis xW. 30elation. Inc. I OU) -ts4 06/13/15 W 04/13/15 :(305)871-1&30.Fax:(aw)an_1333 4268 Westroad$ Drive 2 � Q( .• R1� ��M1 M to 3 m West Palm Beach, FL 3DRAWING Na 40? s �:�... ... WALTER A XUTJ,.P.E. 1 J 84 ONA1 O°C�e� FLLMUA Uc t 4tI67 s P.E. Sb2F/s(atatVME/DALE a I OF 28 SCHEDULE k1 SCHEDULE #2 SCHEDULE �3 MAXIMUM SHUTTER SPAN 'L+"OR 'L-' MAXIMUM SHUTTER SPAN* 'L+" MUM SHUTTER SPAN*"L+" ((t.). FOR INSTALLATIONS®/SYMMETRICAL OR 'L ft. FOR INSTAL!A1QH Lc= SEl�Btt61f5.® & or((�j�)11 or_W INSTALIATIONS W% R 'L (ft.)'INSTALLATIONS • NOTES: W/ ONE N.V. LOCK ®or ®or or CONCRETE& WOOD HD LOCK®W/NO LOCKING RODS or ONE HV LOCK or or® W/ ONE HV LOCKS MANSORY (1)L+:MAXIMUM ALLOWABLE SPAN FOR p GIVEN CENTER ®& W/ ONE HV Y W/ NO LC RODS® OR W/ NO LOCKING WALL A B, C, D, E~ M. N. 0. P� 0. A.S.O.POSITIVE DESIGN PRESSURE RATING. LOCK®IN I OCK�G RODS®TOP & '(SEE NOTE 1) ODS MOUNTING F.K & L R. S, &V. L-' MAX ALLOWABLE SPAN�A GIVEN NEGATIVE AS.D. DESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEIUN`G G. H, 1, It &J CONCRE7E&WOOD INS ALATIONS O -- Ga" &- - - MOUNTING_ T. U, W & x (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 1qx.DES= 04x.Asa 1wx.Asn CONCRETE - - -WALL MOUNTINGS(TOP/DOTPDM)OR-FLOOR/CEAJNG: PRESSUREtYNt MIXRBRNG FLOOR/Cf]JNG � WALL IN)OM9lC pRESSMe IONS - Iya1,) YouNnNc RA) FLooR/muHc �) njDv�YaRam GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, --- _ (+-�_)__-FlDOR DEIERMINE MAXIMUM SPAN 1+•FROM SCHEDULE. _ _ _.__-_ - _._ __GIVEN A_NEGATIVE.ASA DESIGN PRESSURE RATING. _ Lt L- L+ (0) L-(I) - L+ L- - Li L- - -- - ----- � _ - _ - --._- - DETERMINE- SPAN 1=•-FR04 SCHEDULE- - - 30 OR LESE 16'-0• 16'-0' 16'-0• 16'-0' 30 16'-0• 16'-0' 30 16'-0' 16'-0' 35 14'-10' 14'-10' 15'-2' 16'-0' 35 14'-10' 14'-10' 35 15'-2' 16'-10' 0 MAXIMUM SHUTTER SPAN 1+•OR 1-•FOR FINN.MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 40 13-10 13'-10• 14'-2' 15•-r 40 13'-10' 13'-10' 40 14'-2' 1S'-2• INSTALLATIONS INTO WOOD SHALL BE UMED TO MINIMUM DETERMINED SPAN BETWEEN 1+•AND 1-'. 45 13'-1' _13_-1'_ 13'-4• 14•-3' 45 13•-1' }3'-1• 45 13'-4' 14'-3' 105 P3/.AS.O DESIGN PRESSURE RATING. (3)PROCEDURE TO DETERMINE)IAXIMUN SPAN FOR 50 it-5' 12'-S' 12'-8' 13•-7' 50 12'-5' 12'-5' 50 12•-3' 13'-11 COMBINATIONS IN BONEN WALL MOUNITNGS 55 11'-1o• 11•-10• i2'-1• 12'-11' 55 11•-10' n'-10• 55 11'-1• 11'-11• W/FLOOR/CEILING MOUNTINGS: 60 1I'-4• 11'-4' 11'-7' 12'-4' 60 11'-4• il'-4' 60 10•-r 10'-I1' FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 65 IV-10' 1tl-10' 11'-1' 11-11' 65 10-10' 10'-10' 65 9'-5' itl-1' RATING: 70 itl-8' 10'-8• 10'-9' I1'-5' 70 10'-6' 10'-6' 70 8'-9' 9-4' DETERMINE: 75 1tl-Y 1tl-1' 10'-4' 11'-1' 75 10'-1' 10•-1' 75 - 8._9. t Hv CORNER CENTERMATE e3 MAY BE USED AT ALL Li+=MAX SPAN FOR WALL MOUNTING INSTALLATIONS. NOUNDNG INSTALLATIONS.LACKING SPECIFICATIONS L2+-MAX.SPAN FOR RDOR/CEILING MOUNTING 80 91-8" 9'. 10'-0' 10'-9' 80 W-f0' 9'-10' S&L BE AS INDICJQED ON MANDATORY CONDITION/2 IWRIATIONS. 85 9'-8' 9'-6' W-9• 10'-5 85 9'-0' 9'-8' NOTE J5.SHEET 5. 90 9' FOR A GIVEN NEGATIVE A.S.O.DESIGN PRESSURE -3' 9'-J' 9'-5' 10'-1' 90 9'-3' 9'-3• RADNG: 95 9'-0' 8'-9• 9'-2• 9'-10' G5 9'-0• 8•-9' DErERMIiE 100 8'-9' 8'-4• 9'-O• W-7• 100 8'-9' W-4• Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS 105 8'-7• r-11' 8'-9" 1 9'-4' 105 1'-7• r-11' L2 MAX.SPIN FOR ELOOR/CELLING MOUNTING tto 6•-4• r-r B'-r s•-z• 113 e•-a• r-r SEPARATION TO GLASS SCHEDULE INSTALLATIONS. 115 8•-2' 7'-3' . 8•-4' W-11• 115 8•-2' r-3' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 W-0' V-11' B'-r &-9' 120 B'-O• 1 6'-11' MINIMUM 13EIWEEN 11+','L2+'•11=AND'12-• 125 7•-10' 6•-B• 8•-T e'-5' T2s 7'-10• 61-8• WIND ZONE MINIMUM (4)GO TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 130 7'-8 6•-5' 7•-ID• W-r 130 r-6' e•-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7' W-2' 7'-9' r-9' 135 7'-7' 6•-2• TO GLASS PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7'-5' S'-11• 7'-7' 7'-8' 140 r-5' 5'-11' SPACING. 145 7*-0' 5'-9' 7'-5' r-3' 145 7'-3' V-9' 150 7'-2• 5'-7- 7'-4' 7'-0' 150 r-2• V-r 1 THRU 3 1" 155 7'-0• W-5' 7'-2' 6'-9' 155 7'-0' S•-5' 160 W-11' 5'-2' 7'-1' 6'-7' 160 6'-11• W-2' 165 6'-Iw 5'-1• 7'-0' 6'-4' 165 W-10• 5'-1' 170 W-9' 4'-11' W-1 L' W-2' 170 W-9• 4'-11'. 175 6'-7' V-91 8'-9' 6'-0' 175 6'-7' V-9' 180 6'-6' 4'-6• 8•-8' W-10• 180 6•-0' 185 6'-5' 4'-6' 6'-7• 5'-0• 185 6'-5' 4•-6' 190 6•-4' 4'-5' 8'-8• S'-8' 190 6'-4' 4•-5' OI"�v BLADE 195 8'-3' 4'-3' 8'--V S'-5' 195 8'-3' 4'-3' 200 1 W-2' 1 4'-2' 1 6'-4' 1S'-3' F 200 6'-2' 4!-2- 205 1 6•-1• 1 4•-1' G-3' S'-1• los 6'-1• 4'-1' JFLORIDA BUILDING CODE Nm High Velocity Hurricane Zona ®7.015 EASTERN METAL SUPPLY,INC. VTm Q �CENs A1.SI.SI.A1. Ac rdion Shntte System H.V.MADE IIII W OR W/O Y� �It Y.WIBLADE K BANE it �i.f *g American Shutter Systems �sPM DATENDOW W. 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All.PCHIS SOUR-SET (Min.Po 3 Ami) T4 12 10 9 0 8 0 S. 14 12 1 9 a 8 b 6 14 12 f0' 9 B a 6 5 � 14 12 10 9 a a e 7 14 12 10 9 a B 6 0 14 12 10 9 5 8 6 8 UWE TAP W CAP 14 12 10 9 a 7 S3 13A 14 12 10 9 0 I a 6 1 8 14 12 101 9 a a 0 e -TAPPER+ At)MINIMUM EMBEDMEII-INtO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFADFORM TE31NOlOGY ANUM AND TAPPER+ 11 -2-2- 9 0 8 8 0 14 /2 10 9 0 e e e 14 12 10 9 e a 6 5.5. ANCHORS IS 1 3/4'.AND FOR BLE TAP W/CAP ANCHORS S t 1/Y. 4'-0' 14 12 10 9 O 0 6 4 14 12 f0 0 8 8 0 45 14 12 1019 a 6 4 J5 A2)M4NEMMA Di8EDIF1tT OF 11/4'4 i 3/4'ALL POINTS 901J6-S£T ANCHORS S1Wl BE 7/8•INTO THE POURED COHl2tE7E NO EMBEDMETNE 14 12 TO 9 8 8 0 45 14 12 10 0 p 0 e 55 14 12 10 9 5 a 6 45 INTO STUCCO SHALL BE PERMITTED.t/4'/-20 S.S MACHINE SCREW USED SHALL BE t 1/2•LONG VII M SHOULD STUCCO DOST.AND t'-IaNUNAP-FOR WALLS RTIH NO MUCH.-- -' ----_ ---- - _ _-- - - - - - ---- - - ---- - - - --. 14-72_ 10 9 75 a a - 14- 12 10 e- e- a e 3• 14- 12 10 9 8-1.7 Ss 4- -- '-a�A.i _ 14 12 to 9 8 8 6 0 74 12 10 9 a a 0 55 14 12 10 9 a 8 6 45 14 12 10 9 8 7. 4 - 14 t2. 10 9 8 05 S 35 14 12 10 8 86 S 35 3 A3)N CASE 7FAT PRECAST STONE PRETX4r CONCRETE PROS.PAVERS OR ANY VENEER BE FOLIN0 ON THE DaSRNG WALL OR HDOR, 14 12 11019 5 75 45 - 14112 10 9 a e '6 45 14 12 10 8 6 8 4.5 78 ANCHORS SNAIL BE LANG ENOUGH TO REACH THE►NIP SIRUCIURE BOW SAID WALL FINISHES AINCFORAGE SPALL BE AS INDICATED ON 14 12 93 75 03 45 - - 14 12 0 9 8 7.5 65 4 14 1 f0 9 8 8 421 35 NaTEs A.0&A.2)ABaVE FOR INSTALLATIONS ON VINYL SOWS OR m WITH OR WITHOUT MEAL SIDS CONSULT THIS ENGINEER.FOR a•-0: 14 12 10 9 8. 8 8 - 14 12 10 9 a a a 3 14 f2 10 9 0 p.6 a ss INLSNtlAT10N INTO ETES WITH META STUDS SM SHEET 28A 14 12 10 9 75 53 3 - 14 12 10 85 7 &5 4 3 14 12 0 a3 55 4 3 t4-12 f0 "9 8--0 - - 11 t2 10 9 0 B.a 3 ri 14 12- 10 as 8 5 .1- m (0) 7D FOOSTIRC CONCRETE BLOCK:(ASTM C-!FO) - f4 12 a 0.S a5 3 - - 14 12 10 9 8 85 4a &5 14 12 10 a 7 5 A 3 - 1/4Y TAPCON OR TAPCON WITH ADVANCED 7HREADFORM TECHNOLOGY ANGORS.AS WNUFALTURED BY IT.W.BULDEX. 14 12 10 9 8 8 - - 14 12 10 B a 7 S 4 14 12 10 9 75 55 4 3 -1/4`0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED I*ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. I4 72 10 8 65 4 - - 14 12 9 75 6 1.5 3.5 - 14 05 7 SS 45 35 - -1/410 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 1 , ds 7 4' - - 14 12 10 B 7.515.5 1 - 14 12 9 7 75 4.5 - - -1/4'•TAPPER+ANCHORS AS WAFACIIRED Of POWERS FASTENERS.INC..AND USIRRUIED BY ALL MIS SCREW.BOLT&SPECIALTY 14 11 7 &514.5 - - 14 12 f0 B 75 SS 4- - 14 12 9. 7 6 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUIfOR®VENDOR RECSIEFIED WAIN THE AMERICA SHUTTER SYSTEMS ASSOCIATION.INCA 8.-0 14 /2 f0 9 8 63 - - 14 12 10 9 0 6 4 - 14 12 10 8 85 S 3S - NOTES. 14 12 85 7 SS 3 - - 14 12 D &a aS 4 3 - 25 95 6 5 4 3 - - 0.1)MINNUN EMBE04M HBO CONCRETE BLOCK OF TAPCOK BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS 8 1 11/4'AND TAPCON 14 12 DS 7.518 - - - 14 12 95 a 83 3 - - 14 12 8 8 65 4 - - WITH ADVANCED jHREADFORM TECHND4OGY ANCHORS IS 1'. 13 93 55 5 33 - - 14.12 10 8 a5 5 14 12 0 85 5 4 14 12 10 D 8 - - - 14112 10 9 75 4.5 - - 14 12 ab 7 55 4 - - 62)MINIMUM EMBEDMENT OF 1/4'9 x 3/4'ALL POINTS SOLID-SET ANCHORS STALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 13 75 a - - - 14 11 7 5.a S 35 - - 11 8 &5 45 35 - - - EMBEDMENr PILO STUCCO SPALL BE PERMITTED, 1/4'9-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 Al 45 - - - 14 12 a5 7 Sb 4 - - 14 O5 7 55 8 43 - - EXIST.AND 1'MINIMUM FOR WALS WITH No Stucco. 15 S3 55 4 - - 14 12 9 7 6 4p - - 14 11 7 a5 45 35 ID'-0' 14 12 10 9 75 - - - 14 12 10 a e5 3 - ^ 14 12 8 B 3 4 - - B.3)N CASE THAT PRECAST STOW PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND W NNE EXISTING WALL OR FLOOR. 14 10 7 5 35 - - t3 93 a5. s 4 3 - - 10 75 S 4 3 - ANCHORS SHALL BE LARM7 ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SKID WALL FINISHES ANCHORAGE SHNL E AS INDICATED ON 14 ll17.515S - - - - 14 1f5 9 a 5 4 - - 2.5 93 0 S 4 4 - - NOTES R1)A 8.2)ABOVE.FOR RBTALLA7ONS ON VINYL SIDING OR ETFS WITH OR WITOUT METAL SND^CONSULT THS ENGREEL O5 8 6 - - 14 12 8 M 65 4 - - 13.10 0.b S 4 3 - FOR INSTALLATION INTO EFS WITH METAL STUDS SEE$REEF 28A 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 03 7 55 4.0 35 17-O 25 95 5 - - 12 9 6 45 4 3 - 9 7 4.513.513 - .(C) ANCHORS SHALL SE INSTALLED FOLLOWING AL OF THE RECOMMOHaATTONS AND SPECIFICATIONS OF THE ANCHORS MAMIFALTURER 14 10 7 - - - - - 14 105 7 a5 45 - - - 15 05 55 45 73 - - - ro 95 7 45 - - H 115 75 S b - - 12 9 6 45 4 - _ SEE SCHEDULE BELOW FOR FDO DISTANCE ED. SUS SPACNO RF1MlOUNSIHP FOR ANCHORS 14 12 t0 - - - - - 14 12 B &5 &5 - - - 13 10 &5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULF FOR ANCHORS- 1.5&5 45 - _ _ _ _ Il a SS 4 35 - - - 8 6 4 3 - - - - MWOMIY ANGOR SPACINGS ARE VAD FOR EDGE DISTANCES INDICATED BELOW.FOR E 0.IHSS THAN RE EO1GITED REDUCE ANGOR SPACING 35 D3 6 - - - - - 1319A 65 5 4 - - - O5 a 5 4 - - - - BY MULTPLYINO SPACING SFONN ON SQMDUIE BY THE FOLLOWING FACTORS, 9 65 - - 11 105 7 5a 45 - 11 &5 ITB 45 3.51- _ REDUCED SP OBTAINED IBRO FACTOR SIAL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR M ANCHOR TYPE 13.-0• a 12 - - - - - - 14 s 7s e a - - - 12 9 e a5 4 - - - FACTOR OS a - - - - - - 10 75 a 4 3 - - - 75 4 3 - - - - ��- zs as - - - - - - 12 9 s 4s 4 - - - 93 7 a 4 - - - - DIEDGE E TAPCON TMTJ RM ALL PaHr SOLD SEF BLE TAP w/CAP TAPPER+ p p - - - - - - 13 93 6.5 3 - - - 05 75 a 4 - - - - MIR.SPACING 11 t05 7 17 85 SB 4 _ _ E0. MIN.SPACING 3' MSN.SPACING a 3' MIN.SPACNO 3 1/2' MN.SPACING.3� 3 3/4' 4' 14-0' 10 75 - _ _ _ - - 9 7 4b &5 - - - 7 b 3.5 3 _ _ _ - CONCRETE OUREDCONCRETE& FOU ID 0M CFETE CON RETE 9aGK CONCRETE BLDG(CONCREHE& CONCRETE e x&Pam OROm BOOP t3 8 - - - - - - f1 8 65 45 ^ - - - 9 eb 4b - - - - - yN .r MIL ED•31/Y IML EII•21/Y Wt FAQ IX ML Ea.S MIL F5.•31/j Ea•2 IJT 73 - - - - - - - 12 S 6 - - - - - 9.5 7 4b - - - - - 3' 1.0 0.90 1.0 0.78 1.0 054 1.0 14 - - - - - - - 35 to e5 - - - - - D5 a 5 - GLADE WORKING 15•-0' 9 _ _ _ _ _ _ _ 1Ls 65 4 - - - - - &S a J - - - 2 1/2' - 0,31 1.0 - aeA 1.0 to - - as a 5 - - as 8 4 - - - _ IN UNISON♦ 2' _ 0.71 _ _ 0.51 _ _ _ _ _ 0.43 - 18-0' 14 _ _ _ _ _ _ - 25 03 6 - _ _ _ _ 0 73 3 _ _ _ _ _ 0.35 a & 6 4 8 45 3 - - C.35 93 - - - - - - - 95 7 - - - - - a 6 4 - ILL- - FLORIDA BUILDING CODE Van High Velocity Hurricane Zone ``SSo���A•TJ(�jT/V/j,'' ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM A.S,S,A. Accordion Shutter System v.BUBE 1 M OR N 0 IHV.WIMOW WX&IMV.BLADE American Shutter Systems irT !�-" TllllT TESTING & ENGINEERING COMPANY 0Ls0f6 M DATE DMWR 9r M.L. •10= STATE OF k ISOs N.N.3&1�St.StaSae.va1a4LA DARDt16.F1dt7M7 331Association, Inc. 1 DID I1-114 a/13/13 DATE; 04/13/15 Pro ;(305)571-1530.Fax:(305)871-1331 4268 W@slroads Drive 2 DRAWING NO COR( �`.� " no°� 71s West Palm Beach, FL 33407 3 •,,n�SUS% LE�Go`` WALTER A 7918 J..PE 4 15-084 AiA ONA .� FWRIDA Lk.111 67 a IP.E. S�iU!r816PMY��2E/DATE SHEET 4 OF 28 w , L---R-------------T�-==--- ----- —' I .1875- --__r-------- r-- 0625' I 1Y MIN.=.A. '.0625 0'025 i TO ET04Dra 0 25' EXTERIOR 1A SECTION X-X W WINDOW BLADE SCALE: 1" = 1' Dungy \ .1875' Y - -KNUCKLE -- - 3•r OPENING. - - 44 POLYCARBONATE-IMPACT -RESISTANT HV- WINDOW (nP) 1 — .0625'..-- BAYER MAKROLON 3103 POLYCARBONATE \ - --. 0.06 z5' ?` ? _ RESINS, UV-STABWZED GRADE OR SABIC -- -- E0 EQ RAT - INNOVATNE--PLASTIC LEXAN '103-RESIN-- - =- -- - - RAT PORTION OF 01ADE ;; (SEE NOTE "F" ON SHEET 28). I' R1.7500// - - - I j 44 {� EXTERIOR --- - - - - - -- - - - - - -- - - -- -- - -- ii 1.3750' POLYCARBONATE SOURCES FOR 44 APPLICABLE RESULT 02.8750 �( IYPMu PROPERTIES STANDARD � �„�.,E wnaL/swu PLASM I I REFERENCE ,,.NDIDI..3103 lnuw*163 RM \ i PkDf51�L: ONC 3/a' I SPECIFIC GRAVITY ASTM D792 0.043 6/In' 0.043 Ib/fn NI— MECHANI \ 1 TENSILE YIELD STRENGTH ASTM DS38 9.400 p.nL 9,500 psi. 2 7/8'MIN. SEPARATION I I } /4' CLEARCLF FLEXURAL STRENGTH Ai YIELD ASTM D790 12,500 p.al. 13.100 p.G.i. BTW E I I BETWEEN .0625' 03.7500 MODULUSFLEXURAL ASTM D790 310,000 p.aL 315,000 p.e.I. OP INGS I — I 625' 03.0000 NOTCHED IZOD ASM 0256 18 FT-bAn 17 ET-ib/in 51101(E DENSITYAs1M D2ea3 473 x 81.3%MAX 11 SECTION Y—Y RATE OF BURNING ASM D835 C-1 CLASS C-1 CLASS SCALE: 1" = 1" 7500' SELF IGNITOR ASM D1929 1040•F 480•F I 1� ATAUIERM ASM 0155 TENSILE STRENGTH AFTER WEATHERING ASM 038 9302 p s.i. 8810 P.O.L. EXTERIOR ELEVATION TENSILE STRESS BEFORE WEATHERING ASM 638 8181 P.B.I. 8880 P.31 SCALE: 1" = 1" 12'MIN.CIFBApRTATpc�i: EDTo EDGE I TYPICAL HV WINDOW BLADE � AND SCALE: 3/8"=l" POLYCARBONATE HV WINDOW DETAIL FLORIDA BUILDING CODE Von High VelOCi HUrriCOne =One ````=*P�•`�R A••TI((%l , 0 2015 EASTERN MAL SUPPLY.INC. EN � '•�': � A■S■S■A■ �ERTHA HVTM 1 L E C O N Accordion Shutter System American Shutter Systems V.BUDE 1 W OR V/0 KV.WN)W BUDS RKY.BLADE Y DESCRP1a9 LLArz DRAIN Br. M.L. TIlLIr TESTING d ENGINEERING COMPANY STATE OF 3043 N.NL San M.s..Sas.%1=404 GAAMM nala 33L Associdtien. Inc. N OLD w-Nw 04/13/15 ME- 04/13/15 OR10 P^°"'`(305)871-1530.F-:(305)871-1331 4268 Westroads Drive z L •an'• C P -4t..c --'b idlefta.00n. DRAWING No ��i,FS'''•......-•'G\ �` ®-0000719 West Palm Heath, FL 33107 3 ,,`r�ONAL EN+ WALTER A 711111 s PF . 15-084 P.E. SE1tL/SBNa il6R'E/DATE FLORIDA M`�'11s> ° SHEET s270 28 . b21._f.� • ENERM I MMIMM AND CQHDMDN OF E,FOR aERnjA In wy RUN AM' ' A G t,uAx ASO oF51GN PRESSUREtRATNG+110,_tt0 Ru Z MAX sxunm spit W a ALIONM MOUNONM A.o.0 s H ON STEEIS 6.7;AS WELL AS uO NnNGS K 0.T.u s W ON SHEETS 1e a 19. � ONLY CF111n11UUE5 W OR ARE ALIDNED WTltl oa0� aDF, MUST M S AASE IT 1CLUDED 7�.�r AT DOTFJDR ACCESS SIDE OF IT Of- TYP.Fit.END i (S•d Maus ®rExE'�iACEA r SP SHOWN�ON SHEEErs -- - --- - -- -- - — -- -- - - -_ -- -- -- - - — -- -- -- - - -- - -- -- -- - - . -_---- _- - A7Kr BE tY EDGE OF IRV N7HDOW - -- 27. wAM s WINDOWS , , Of 3•s HOLE FOR SHALL . ALLOWED AT HU WINDOW DUDE© (C 11SSj MADE COHND OUT FROM STARTERS AT ENDS WAY BE W • , , , , • (D)MA WNDW BUM©MUST BE USED AUF MTE TO A SOLD IN MME(Dt THROUQ4OUT SHUTTERS WAN. 21 ( C TFS SiF1t1 ALWAYS BE ObTA[lfa ADIACENT TO A SOLID W 4 ""C 1 AT OIIfR SDE or 7HEw. ' i (F)POI.YCA4t86tLt7E#rd Wi}OJ%Y/per 53Kt1 DiSFMSED SO j TABS FACE TFE INTERIOR OF THE OPENING DONO PROTECTED.' YANDOW�N4!WST BE 5� / r4 , r a , �Y INSTALLED AND LOCKED USING A HN SETING 71704. IDED HF ASSN, DETAl1S ON Y 11 TT'KP. Ills9 a SEE ANCtlR SPACDLD SCHEDULE FOR INSINUATIONS INTO WOW MA}E ' $ R BUMDNCB ON SHEET 16.AS LIWED BY SRW AND ASD DEM LOAD(SEE x P NOTES t A z ABOVE). 6E� 7.SFE ANCHOR SPACUNL SCHEDULE FOR INVAUATORS MID POURED - +(,� CONCRETE OR CONCRETE BIOCc WALL ON SHEETS 43 R 14 AS tDAM Or SPAN AND ASD DESIGN LOAD(SFE NOTES I H1 2 ATOM. R.tBtWUM SEPARA714N1 TO KHASS SCHEDIBE PER ASTM E-1996; ('SEES GFT :MElnF?a5) w �. WIND zow YR MM SEPARATMMT TO(XASS D H EYP -UNLIMITED tH 17HRU 3 t• ELEVATION _ SFE snm IIE ON am 4 &2v*EOfIS11R0 cuss AND ON SHOT 287-12R"08-19? 5 t ELT R CENTERMATM QJa If/1WeEMMIOR ONL7A P. 7 1 4 EtllL1�1 * eOVE) _ `(SEE NOTE 4 A r— Wbi 1 \ STUw Wf00( S. 4 RKAYES PLAN \ T�(PI£AE HV BLADE WORKING 1N UNISON WITH HV WINDOW BLADE SHUTTER* `�` ---- N.T.S. FLORIDA BUILDING CODE on High Velocity Hurricane Zone `````tt`111ttttt114L1 411 0 20%EASIERN METAL SU[PPEY,INC. ��.... ...�/T''''�., BERTHA HYD+ ........ £ A■,S■s■A►■ A£cordion Shutter System V.RADE 11 w OR W/O Hx VANDDR BIADE&Iry RADE American Shutter Systems ,, DAIM DRAWN Der: M.L. *; = 731LlT TE5T7NG# ENGINEERING COMPANY Assoctatton, Inc. , OLD it-m uf,3n3 DOTH 04/73/16 $ZATF OF g Ems N.W.Sen.SL.Se.304%VMW CAMOM ncraet 33, y�4 a: P=:(305)87I-/630.F-:(305}6Ti-1531 4268 Westroads DKive z DRAWING No �08z7" West Palm Beach, FL-33407 3 WALTER A 11111T Jr Pk s 15-084 P.E. SAES /DATE nOMA U. 44187 a SHEET 28