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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 GREATER THAN 2712" OR>= 10 DEGREES PROJECT NAME: eqi/J NOA or FL# � ADDRESS g5J X1067 &j"94C Iwg`/ NOA or FL# CITY/STATE `G,r'tc NOA or FL# CLADDING TYPE: G �� NOA or FL# COMPONENTS AND CLADDING OF WALLS ULTIMATE DESIGN WIND SPEED Vult) 160 Al l{ ti3EfS+ 1Dx�3Pi t% scl � ``> 4 _ ROLL DOWNS, WINDOWS, MULLIONS, EXPOSURE B HEADERS,STORM BARS etc. MEAN ROOF HEIGHT 30 TOP OF WINDOW OR SHUTTER HEIGHT 20 WIND DIRECTIONALITY FACTOR 0.85 EFFECTIVE WIND AREAS ENCLOSED.BUILDING GCpi=±0,1$ <=1OSF l0SF><,20SF 20SF><=SOSF POSiTiVE PRESSURE (ZONE 4+5) 41.0 , 39.2 36.7 ,2 NEGATIVE PRESSURE INTERIOR ZONE 4 -50.0 } - -47.9wlPA 4,110A, w" -45.2 � T ( } �a • � ?" ,.: NEGATIVE PRESSURE (END ZONE 5) -fi1.7 -52.0 PARTIALLY ENCLOSED:BUILDING'GCp1=+0.66' <-1.0 SF '10SF><=20SF 20SF><=5OSF POSITIVE PRESSURE ( ZONE 4+5) 53.9 52.0 49.6N �. NEGATIVE PRESSURE INTERIOR ZONE 4 -64.4tg„ a -59.6 i -62 3 � NEGATIVE PRESSURE (END ZONE 5). -76.1 -72.0 ��;.��` LIGHT GREY AREAS ARE ALLOWABLE STRESS DESIGN PRESSURES 8/10/2015 .I#UTTER SCMEQUL 4E UNIT SHUTTER PRESSURES OPENING SIZE SHUTTE SHUTTER HSHUTTER- STORM BARS ANCHOR PANELS TYPE WXH Wi H HEIGHT 0 REQ SPACING BOLTEDD 2 /07 /®7 H one� .-3 . S 8/ 6 33y b 7.2 ! r� G 37 Y 3.3 i 30 `-S'' 5-3 6 s3 X ?3 8/ r a X-7 3 S� 3 !� s3 x 73 S 7/20/2015 Florida Building Code Online v, , `or"IC i,, aPOjrcntd SCIS Home Log In User Registration Hot Topics Submit Surcharge s` Stats&Facts ! Publications FBC Staff SCIS Site Map 1 Links i Search Busines ;) , Professi�il ProductPublic User Regulation Product Approval Menu>Product or Application Search>Application List>Application Detail >* FL# FL389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmeta1.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email 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 Walter A.. Tillit,Jr. P.E. the 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 a Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.Ddf 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 httpl/www.floridab diding.orgtpr/pr_app_dti.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 112 7/2012015 Florida Building Code Online Product Approval Method Method I Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks 3- (Non-HVHZ) - Drwg 15-086 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ,No FL389 R8 II A,S.S,A. INC. DRWG.15-086,od Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes Design Pressure:N/A Evaluation Reports Other.Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P,E,R. QRWG.15-Q86j)df positive ASD load and 13'w-0"for 35 psf negative ASO load the Created by Independent Third Party: Yes HV3 blade w/o window blacle,5'2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls Is 79"for max. ASD pressure rating of+72,-72 and 84"for+64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade Extruded aluminum interlocking blades retained by tracks I I I 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 11 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 Independent Third Party: Yes Design Pressure. N/A Evaluation Reports Other:large missile level"D", Max. Span is 16-0"for 30FL-319 R11 AE A,S.S,A, INC, P,E,R, DRWG. 11-1181 HV,Ddl p.s.f negative ASD load depending on centermates and Created by Independent Third Party: Yes locking rod configuration for the HV1 blade, W-0"for +64, 1-72 p.s.f. load for HV blade for Keystone mountings 7'-0"for +75,-75 p.s.f. for metals stud mountings and W-0"for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans j_and pressures. 389.3 Bertha HV Accordion Shutter- Extruded aluminum interlocking 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 11 A.S.S.A, INC. DRWG.15-_084.pd 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'�-0"span at 30 p.s.f ASD load FL389 R8 AE A.S.S.A* INC. P.E.R. DRWG-15-084pd for Blade I 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 Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an WEED 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 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 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 emaifs 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 here. Product Approval Accepts: go Fix RE M YcLurltymrrwor http:/Avww.loridabUlcring.orgtpr/papp OU.aspx?param=wGE\IXQwtDqvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d 212 } GENERAL NOTES; 1.8U µOY�fOE / MtEa WY6E AYl9CIt VE1CCrtYP.EO. VFl31fD FOR COYPIWiCE M AGtX>RQMICE iNDI THE 2014(5t0 EDITION)OF TIE iLOilfdl DESIGN MWD LOWS SII U BE OVERLIED AS PER SECTION 100 OF THE ABOVE MENTO"COM FOR A t3=MIN?SPEED WUARW 9Y OSE'Jl17 KTM Wou WPM"%%L TABLE OF CONTENTS BE NSWED WTM A ONEMOHNRY FACTOR K+.OAST,USM ASCE 7-t0 FOR 1NSTAIMIONS UWCR 2O14(VA tD0f61i}FaC AND SHALL NOT EXCEED THE MAXMUM 6WAX) DESIGN 1htESSM RATNGS NDICATED ON SI6ETS 12 TEEN 17.20.24 28♦2aA IN ORDER TO VERIFY THE ADM CONDRICEt U111M OEM MMD LOM CETUMCED PER ASCE 7 t0 SHALL BE FIRST REDUCED TO A.S.tA DESMON WNO LOADS AREA Is W MAMM.12 db Bf;RRMP VW MOLE By 0.6 N ORDER To CoLPARE THESE W/MAX.(ASD)DESTON,PRESSURE FUTV=tM M711)ON SHEETS 12 7HRU 17 2a 24 28 at 26A GENERAL.NOTES SHEET 1 N ORDER 10 VOW THAT ANCHORS ON THIS P.M AS TESTP6 KK NOT WERSROSSM A 33 X TN WkSE N AIWAA6IE LWW FOR WIND LOOMS WAS M USED I4 THEIR APA"M BER" SYSM OOYPOMENTS 1-2 SHEET 2 R.V ACCORDION SARTOI SS OWS ADE4VICf FOR MMD AND 1AROE MME IWACr LARD TW BEEN VENTED N AC OORMV CE WISH SECTION 1820 OF THE ADM 1194TI0FE0 CODE AS PER An SYSTEM COMPONENTS 21--V SHEET 3 1YPX'&SHUTTER ASSEMBLY 3" SHEET 4 -HV&ADE 10f0214.01-MLT,10716At-o3.JIOXOE-a0.I1214At-66.i0317.02-04 OOOMOI-10 AFD/OOtUt-it AS PER TAa 201.TAS 202 ND TAS 203 PROT00013 p��1tC -W WIIOOW RHATE @ 1060.1.01-^0a AS TAS 201.202 Ft 203 PROTCCOLS AHD 0726.01-0a AS PER TAS 202 PROTOCOL. AA t HV Btu(1D AND Wj MW=BI�EtCA ONEW ft " -HV B1AOE®/042201-05 AS PER TAS 201.TAS 202 AND TAS 203 PROWCOL.R. TYPICAL SNVIiER EH.EYl01DN R MOTs ON LOCKS SHEET a 2.W BLADE i@4V W BIADE&RE ENOMM TO W=N Lti M WITH EACH OTHER RI AREAS WERE THE DESICIF PRESSURES T1tA ISTION FROM 00 20FE 6 TO NTERIOR ZONE 4.EAM IBrAMTION DETAILS A-E CON911TE/BIOCK SHEET 0 MVD ZONE WSr BE CLEARLY MOF] IR D IN ACCOPQNIC£HATH CRAPFER 30.OF ASCE 7-10 STANDAM ALL SAOL49O COMT06 AND FASTENER TIFFS SCHEDULES MUSE BE APPUED TO TW INSTALLATION CETMS F-L.CONOR T/BLOCK SHEET 7 CORFI5"CHC WW ZONE TMS SMALL IiCUODE REQUIREMENTS FOR JIM.SEPARAtW TO GLASS,OG Mrr TW OF WIND ZONES 4 AND U AS WUL AS WMTY Or COYPOMM RR EM BLADE T CENTFAYATE DETAILS FN SHEET a A 2 AODDROEN SI#JMERS SVSIEMS FOR EITHER WND ZOIC SRRL BE PREPARED AND CERFIIED Of A FLOW REGISTERED CHOIEER OR ARdOECF BASED ON BUIUXW CON9GURAMON AND ASCE 7-10 9A4%AR%AM$HALL BE SMB!M 10 THE O MDEIO OFFICIAL AT THE TWE MR 6 AM"FOR, CEPHERWIE ALTERNATING DEIMM W SHEET 9 HAA BLADE{D1 VD FN 1i WN WM @ ARE NRGN E RE R TO WORK N WaSON Wat FACT OTHER 01DER WE aENLHAL LA4A11O14 AND ODHgOM OF USE VOCATED ON SHEET 20. CENIO0 ME DETAILS NO SHEET 10 p{Ny On 8E END CONNECTION DETAILS 1-6.COCRIETE/DtDCK SHEET it SCRIES ST Vgoomm N SFUL SCBM MM�O kd Y4�WtRRWRI ASD 1800 kd SI�7H TO WF BOOM W78 OACROSHELD t4x1COATNG A�SUMMA By MNMMULF SPAN TABLCS SHEET 12 APPROWD COOING APPLICATORS.RECLSTERM Not ALERICAH SHUTTER SVSN:W ASSOCLOIDtF•PWS WiST BEAR TiE:W ON TIM}HEAD. ANCHiOR CONCRETE&0=&BIM SHEET 13 4.ALL ALUMNW SHALL BE ALUM*"MTACt111NON Autry AHO TEMPER AS NOIC TW ON SHEETS 2 AID 3.W M U YIF1D SBREIKI H TOR 0003-TO AUNT IS 31.7 kd ND 36.7 Hal ��' -CONCRETE&it= SHEET 14 FOR 0006-16 AM. ANCHOR S'CHEDUIE-CONCRETE&tEGCtC SHEET 16 6 1 S.ALL SCREWS TO OE STAMILASS STEM 304 OR 31a An stium OR CORROSION RmwANI COATED CARBON sme.As PER BIN DOOIa WITH 6o W LEN.MD STRENOTH AFD 90 kd MEL TENME ANCHOR CULE-WOOD SHEET 17 SCHEDULE-WOOD SHEET to sRREHHOIH 8 S1N3L COMPLY W/M&W SMONL CGDE SECTION 2411.3.3.4. ANCHOR SCHEDULE- Ii5TAL1ATTCI!DETAILS u-R,W44O SHEET t8 0.DOLTS TO at ASTM A-SIFT QAWNKLED SHELL.OR AM 304 OR 316 SCRIES STAINLESS STEEI.UM 35 kd YNYUM VELD STFIENOTIL INSTALLATION DETAILS S-X,WOOD SHEET 19 7.SEE THE IT WW4 SHEETS!TOR MXMR SPOWICAXIONS:W BLAME 13.14.16.10.17 R 28A END CONNECTION CERMIS 7-12&1,WOOD SHEET 20 IN BLADE .28. NV WMEW&0 T1000140 N UWM-13.14 a:16 AM 3*HV MIFgh ONLY a.1144 EaRMAp N.ACCORDION SHUTMFt SMW SEARS A U3 PATENT/6779„662.COWOROM OF TM APPROVAL ARE COVERED N MWUE OR N PART 8Y U.S.PATENT 15468.179 ISSM TO WPM MM EIEVAHON 8 ROES ON 1DCKS SHEET 21 EASTERN!METAL SIMPLY,N0. INSTALLATION DETAIL AA-W.CONRF£TE SHEET 22 9.IT SH AL BE THE R SPOtt5DNA1t OF THE CORORACM TO VIEW THE SOUNDNESS OF THE STRUCTURE WHERE 91111112%IS TO OE ATTACHED TO 91SUR8 PROPER ANCHORAGE CONHRACMR TO CEN E RVATE DETAILS He SHEET 23 SEN./CAUL!(All.SFNRTER COWMENT E'OGES MOM RE309 MMI FMUNM N CONRN W COWACr WM THE WL"TO PREVENT WND/RAN WRUSDFL END CORAECIOW WOOLS 1-d Mr X MNCRETE/BIDCK SHEET 24 10.EACH UWr TART AFAR PEFWaPNT LABEL N A VISBLE PUMZ WIN WMU4N0 NOTE D(FRIHD PRRMDS OF HURTCClMtE YW WNCS NODE OWM T£NANL OR OTHERS,HAST PROPEIkY CLOSE ALL MMMUU SPA)TABLES SHEET 25 _ HN AND NO MORlW1P3 AND E J46 OR t=ALL HGV AHD HO 1)CM ANCHiOR SCHEDULE.CONCRETE SHELF 26 11.SHUTTER W W J=jREK3 L AOM SHALL ESE U)MIEO ON A REALLY VMM LOCArim AT AccoROIOH 5MMER RR ACCORi WM WITH SECTION 17t0.8,3 OF FLORIN SMOM CODE.ONE LABS. SHALL BE PLACED FOR EVERY OPETDNO.LABELING TO COAPLY MIH SECTION 1710E2 OF THE FLORET BLALOW ONE AA 4, W MW BLME Q ONLY It.aERMA Ift ACCORDION SHUTTER SYSTEMS NSIMIA N SNARL OOMMY WIN SPES N WANT N THS WXWG PLUS ANY BULOW AID MAW REatHAt1 M PWAOW BY THE JJFMMTION 10M POW IS APPLIED TO. TYPICAL WIDOW BLARE A NOW CETAR. SHEET 27 13.(a)RTS P.le,PREPARED By no ENOOREFR IS GENERIC ARD OOHS NOT PRM"WORAUMN FOR A SITE SPEC IC PROXVIR to.WHERE THE SDE CONDOM DEIME FROM THE P.EO. TYPICAL SHUTTER ELEVATION SHEET 28 (b)CONRRACM TO BE RE'SPWWLE FOR T!E SEECDON,P'URUNSE AFD NSUMATTON NCUIDNO LEE SAFELY OF THIS PRODUCT,SAM ON TMS P.EO.PROYCED HE/SHE Does NOT OENATE AWA M RV WTNDQI BEADF(D MJLY PROM TIE WNC RWK4 DETAILED ON IM DOORIENf COt7STRIICRCN SAFETY AT SITE is THE CONTRACTOR'S RF.SPON91911JMG (a)THIS RE0.WNL BE OON.4DERED V WD IF ALTERED BY ANY LEANS. [NSTALLAITON OETAI1S.METAL SIUDWLIS SHEET 2aA (d)SITE SPtE81C.PAP.IECIS SWL BE PREPARED BY A RCL01T,REGISTERED DKINEER OR NRCWWr WUCH ANLL BECOME THE ENGNSA OF�_(EOJR)FOR THE PROJECT AND MD TML• + BE OLE MM{EpROPFR USE OF THE P.ED.E?OOR M OF RECORD,AGTNO A4 A ODECATED E'FRr'OIFFR TO AHE PX&8MV R SSIIl7B9LMHlr TO THIS LATTER THE SITE SPECIFIC ORhMM FOR(e)ORIONM PEA.SAL MR THE WE AND ORMMM SEH.AND SXWATIHRE OF THE PROFE55FCHlM.OWNE.ER OP RECORD THAT PREPARED B. RMIDA RUILiNlt8 CODE 11 h Veba $Rxr Cara ZOIC D '• � "%J11111111111", • .. - 0 2015 Wow METAL SUPPLY.NC. r! THIS DRAM SHALL ONLY BE USE()TO jj�fAti���i -�-r- BERTHA HYD OETraN PERMITS IN THE STATE OF fIARILTA E, CIO Its A.. A * SAAccordion Shutter System 1i�EC a Its a. ■ w ■ e M,. 1t;• = American,Shutter Systems V.BMD! T) OR NY.t4lIDOAi I LL1L eMrg2 A$ PWT TESTING& ENWNEERINO COMPANY . DeSCRIVIRM Association. Inc. / OD ti- ne DA11aAsa 11Aif: 04/13%, 6166 R.a 3WL SA.Sa.3m vmm 4MAR m MoAM 331 _ ,c� �4<, Ftbm:(305WI-t$W,rm T(�M7t-tact 4288 Weatraada Drive : DRAWINIi N6 %�,c2`� dR14A ; m o006�"°iso1 West Poim Baach, F1 33407 i y....�...''4\ .� WALTER A Taw 3,.RE �5•^0$4 �v,_ISi�rl� tuRLN LTa/46107 a SHEET Jb FOR%now eIAD • s IAmt ` IO OO ice► BADE OPV UNIVERSAL FLOATER sHV WZ18W COVERED UNDER US PA 5458179 COVERED UNDER US PATENT//3458179 O VUED USE 6003-Ts ALLOY AND TT:IIPER QUALhIED FOR USE W/HV BLADE; 10& Z O HV BADE & 6005-T6 ALLOY AND TEMPER 0�� (( W/w 6065-TB A TEMPER SEE UMRA110NS-T USE ON SHEET 28 T6 ALLO 1ANDYEWPER 800}-T OY AND TE 3.?Ie' • •f2 .0w 2 ADAPTER WIAUJ OQUALFl ®NV WUj .00 BLADE QUA us W w © = TEMPER RUDE V1 & 2 O HV TRENCH TRACK QUAUFlED FO W/ HV 6063 T6 AILOIYr AN MPER QUAUl ORusE W/HV U Y 1@ NZ RAINGUARD 8 & 81ADE 1 & 2 ONL. { - ryr/R�R VARIES law 6063-76 ALLOY AND TEMPER ONUFIE0 FOR USE W/HV \ 1• VA1.936' Wt3-TQALLOY AND RIES TEMPER 1.917' lam g.y 003' ;t •�• 0w 093• 0607 e" AW _ 393_ •S I.sw 670 0- 3bw- 11 HV CEILING H l'9 5 HO CEILING HEADER/SILL e1• $• QUIWIRED FOR USE HV BLADE 1 QUALIFIED FOR U W 1 ONLY 6063•• AND QU/WFlED FOR USE W/W BLADE t� 14 1® SHD CEILING HFAQgRZ33ILL S FOR VALI SEE SECTIONS FO .VALIDUY. QUAURED FO USE HV -76 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER BLADE Q) W ONLY. QUALIFIED FOR USE ALLOY//ARD iEMPEMADEO &p 6063-T8 ALLOY AND TEMPER 60046 COMPONENT A 8 TI T2 % Y t NK% Y M R E ,I r 2• 126 1' f• 062 © 2• s'IIAY. 1/8' 1/8' ANDA 3' 3' 0.090 ® 2' 6'MAIL. 0.192' 0.192• 1tVo2 . 16 _SIDE ANGLES ALUMINUM ANGLES Q 2.s• T•MK 0.190• o.160• w(D 1 6C�RpIER POSTS ED F USE W/HV QUALIFIED FOR USE W/W � FIED F 51 � HV 6063-T6 ALLOY AND TEMPER • 6063-T 1 N©EMPER 6083-T6�A Y ANDT1E1�1 •AAA11AMtttlMlp , FLORIDA BUILDING CODE Ln RIO Veioc& Run(ewe Ione `�����P.•••••••.,//���i�� ®2013 wMW METAL SUPPLY,W. •'uc�NSF.;''�'= BERTHA HV- Accordion _----- : I L E C O N A.S.S.A. Shutter System Y.MADE 11 W1 OW/0 HV WIDOW BEIIDE&H.V.BUDE �' �1kz' American Shutter Systems TILUT TESTING &ENGINEERING COMPANY Assaclallon. Intro. t ow n•e4f QATt a s/1s Mm 04/13/15 ��`'• em M. w0. I( 3)se..aoa vnwA oMavn -lu 331 .. `� Pnnu:(swleTf-law.Ofata S(aoe)aTt-10.71 t Pat W Beoc . 33Ive : DRANING No ,��/pNA�1�N4�o�.�� � � West Patm 8e0ch. FL 33407 ; - 15-084 P.E. SEAL/SIGNATURE/DATE FLM°°1 W.r"167 7 SHEET s tTAa T1WfAOED Op 1 4•_p 743• e wOWI .obs• � 7. �+ sT WASS CdXIDER WASS C9ttl0at • .Q4A A W3(oma COMM PtAND) 2@ BY SENTERMATE HV EGRESS LOCK OUALIFIED FOR USE W/HV BLADE &@ONLY I� • 7' QtMLIFlEO OR USE W/HV OUAU 0 8 USE W/ 6063-T6 ALLOY AND ER QUALIFIED fOR USE W/)(V BLADE 1 &FLOATING ONLY glADE4 }i &@ ONLY. BLADE(1)&@ 0 6063-76 ALLOY AND TEMPER iy C RNER CENTS _ QUALIFIED FOR USS W/HV BLADE 1 ONLY a3o e'a Ta• t. 21MA 6053-T6 ALLOY AND TEMPER P9AS71c HFJ10 9 MOLDEDt SC S" St:REYff 2 'AFIER RfMNo SEFOr RFVNG 1/4"E-20 X 3/4" +E ' > S.S. THUMBSCREW SCREW I,XO-20 RNNUT*- _4 #$01im 0955 9t4iAll(2024-73 Mary TtRGE FtAwaE T9iN �T 2� SHDT tanW f,PAW/0420.A9 WJNFACTURED Of AVOM PEAR tT70NT ET1YATiON ® HV MALE "T" L01, CE RUAIE 047017 TE7n4V PAROplaw JERSOC070%OR tTJtW. LOCKER FOR "T" =K CEd7ERMATE QUALIFIED FOR USE W/ HY BLADE t ONLY " G- ® ALTERNATIVE' HV � QUALIFIED FOR USE W/ HV BLADE 1QONLY 6063716 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV BLADE(I)ONLY W/w BLADEo ONLY QUA BZIADEF&O LYW 6063-Ta ALLOY AND TEMPEIF 6663-T6 ALLOY AND TEMPER .9 • 3.909 _ SA321 calm OR .274'' •.2 KEY Cnace .294• •-.gg Q,a� .646• o T R + � � 0.676.Son. O t.125- ROD 6 iloz o QUALI OR USE W/ 1{Y BLADEQ). & 2 QUALIFIED FOR USE W/IJV BLADE(D., t & 2 063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER HD CENTER 12•MIN. FIED'F@R-H HY BLADE I,@&2Q t//44'0-20 514% 6063-Te ALLOY fz' R (� no OR KLY t1S + 47- 8 TTa: LOCKING RODA �IHV HD LOCK QUALJFIED FOR USE W/ HV BLADE 10&©6063-TB ALLOY AND.TEMPER ` JAY•140-20Sj 304 Bt REGEM W120'NME NORRSE LOCKS SERES 2333 F�bOK BOLT LOCK. RINSTAIJA710N WILL REQUIRE A 7HOLE THUQUALIFIED fOR USE W/HV EIAO£ t�},@&O LLED A7 TRACKS FOR PROPER BEDMENi QUAUflED FOR U BLADE QOUALIFlED FOR USE W/ BLADE FLORIDA BUILDING CODE 16 High Velocb Rerricene Zone \\\ •���(F//���i 0 2015 VWHN METAL SUPPLY,INC. r ,�'°a�?••�uceiv�.. - �'--- *� ; BERTHA HVT� Accordion Shutter Sy stemQlt_ /TLMI'mc 1t. A S � A American Shutter Systema Y.SA>)E ! D fm WoarsuM1 CRYM. .GLADE STATE OF = TILUT TESTINGE & ENGINEERING COMPANY AaeoGtQtton, Inc. t o9u 9s-IK 6#10115 OM osjts t5 n%_...c � �t�t,`.,,$, 3355 a1r 3",9L.s1.30&. v""N+zDaLx nam4 331 61%c',.•`VtfIUT�'�c Pho c(305)879-1630.I"s(=)071-1539 4268 Weetroade Drive 2 DRAWING No 4� �r1♦♦.♦ 4 fMai wl..oadoom West Palm Beach. FL 33407 s r Ftp w,,;,A'S�OIVAI� ♦`' WALTM TAW 9jr.RE t �rJ-084 hi et a\\ Pt=IDA u,.f 44147 a SHE P.L SEA/aI�'fL�t1REJDATE; 4 3 (L 8 41 4 3 SHUTTER ASSEMBLY SCHEDULE FOR 3 HV HV M ANLAK_Q BLADES. HV BLADE 1 HV BLADE 1A N 3 HV BLADE 2 Me or ® HV LONG RECESSED NYLON BUSHING N .315' 3 HV SHORT RECESSED NYLON BUSHING IF ® HV NYLON HAT WASHER EXTERIOR ® HV WHEEL CARRIAGE AISI 302-303 SERIES41 47�• 4.870"x3/16" THICK NYLON WHEEL. 3 0.188"4 AISI 302 SERIES S.S. RIVETS 1 or !jj,15ErQUI® orNOTE FOR HV 1 3/4" ACCORDION PIN W/ #8 HEAD �K REMENTS) Q®Or® ®3 HV 2 3/4" ACCORDION PIN W/ #8 HEAD �` I EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOW ! i ( Or® (SEE SHEET 27) ` MADE KMUCKUF FORTYPICAL SHUTTER ASSEMBLY HV PIN@ (i)FIV PIN®SHALL ALWAYS BE USED AT ALL EXTEFIOR SCALE: 3/8' 1' EXTERIOR OR®AT rlllA KNUCKLES OF W ACCORDION SYSTEM W/W I) OR W.324' BLADE'S KNUCKLE. ®BLADE- 3 (SEE NOTE* FOR (2) W PIN®MAY BE USED IN LIEU OF®AND ONLY AT •TMPD REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/W(g) Q IXADE WHEN CORRESPONDING TO INSTALLATIONS-CO-AND-DO-. SHEET 22. 'e1 (3) W PIN®OR®W/1/2•D.D. 1116•THICK S.S.WASHER SHAU.BE USED FOIL•DIRECT MOUNT INSTNUTION PER DETAIL X, WHEEL (3ARRIAGE DETAIL • SHEETS 11 �24. ASSEMBLY LAYOUT N.T.S. I N.T.S. \\\11LUB1iinq/n FLORIDA BUILDING CGDE Moa High Velocity Hurricane Ione 0 2013 WTERN METAL SUPPLY,W. BERTHA HVTM r 11L IE C O A,S,S,A, Accordion Shutter System �,�,,/__��// v eunE 1 W OR V/0 U.UNDOW BUDS A KY.BWE SATE GF'�r TILLIT TESTING & ENGINEERING COMPANY American Shutter Systema oESURM wn ORON e,; .L �,c•'•.�( k�` WW NM.36ft n,67..30%vmm c omm norm\J61 Association. Inc. 1 010 11-114la/u ale 04/13 15 4��+�ln Phone:(303)871-1530.Few:(306)071-1631 4268 Westroa& Drive 2 �'ANAL EN, �` -®_ Lae•e West Palm Beach, FL 33407 a DRAWING No 1 �' 15-084 llllrlllllll111111t\\�` WGLIM A.T Wr.Or.P.E iLOAd11Je /"IRP.E. SEAL/SIG.NATURE/DATE a 4HE F 28 y(����I• " . • NOTES ON HY LQCKS AND CENTERMATES: A 8 tc . t.1tA11aKiDIN oa1e111DN itz ONE tN LOCK®or®SiWLL 8E USED_TG AT 1/2 w SHUTTER SPAN FOR ANY SPAN 1111 E7fYAT1D LACK 9,4 4MAY BESU D AS AN INSIDE OR OUTSIDE I=.AVIKKO OAM FOR wR t � CWQNi£RWATES W(?J t 44-e x 112 LONG FIAT mo%s.us.LACATI9N OF tmx SHALL RE As TED ON O �Q . EiEV 1F Ok^StRED.FVR SERER PERFORLNNCE OR FOR SFJCUPoIY PIRipOSES,UP TO TWO!iY �v LOCKS 7j I�OR iAY i)E USED AS Ai INSIDE OR OUTSIDE LOOK.CONNECRGW OF LOCKS TO CEMFALN7ES OR®SHIN(BE AS tHALL EO S NOES ED AB77YP LOGT�N Of LACUS SHALLBE AS INDICATED ON TYPICAL.SHUTTER ELEVATpN. 3. i� 4 0 �� 9E USEDIIF-�1 'tt EI SHUTTERLOCKING AR£NLOCKING RODSTME POSWK BUT 0 AL TIVE DEVICE 11 MAY AM DE USED AT STACKING POSITION (NON HURRICANE POMON). R 4,1 'B „� ONE tLV LOCK } BE USED AS CORNER CETFRRMAIES FOR ANY SPAN AND NSTALLATIONS AT ANY ELEYARON.TN I,AtDC I�ar�StI, DE'A AS AN W7.DE OR DWE*AGC, ATTACHED TO¢¢��CORNER CQOE]LURTE W(2) 1//4 f-20 x T/2 LO ETJtT HEAD S.S.MS.iW0 LOCK#7G RODS AT TOP&DO715M SNWI BE USED.L,T10N OF LOCK SHALL 8E AS INDICATED ON TYPICAL SKLRiER ELEVATION. L1AX WM SHUTTER SPAN SHWU.RE DETOOM D AS PER SCHEDULE'S SHOWN ON SHEET 12. ® S cragp A 9 ONE ALTERNATE MT LOCK MAY DE IN LIEU OF Hv LOCK o7 ET3R ANY SPAN AND T a- 54 ONST TIONS AT ANY ELEVATION.AL TE LOCK MAY BE USED AS AN D OR OUTSiOE LOCK.ATTACHMENT .� OF 1/470-200/4'S.S.THUMBSCREW TO®OR g CENTERMATES SHAL TIE MADE W/ 1/40-20x3/4-ALUM. RIWNUT AS SHOWN ON SECTION HVE,•SHEET&O LOCK SHAL DE USED AT 1/2 W SHUnM SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. 1 *NOTES ON BY "T" LOCKS AND CENTERMATES: t. CONNECTION SEE m—jONE ALTERNATE*fit'T'LOCK MAY DE X IN LIEU OF NJ LOCKS OR FOR AJY SPAN Atm AlLATX i AT ANY ETEYATKIN.AL LOCK �tAY UE USED AS AN DESIRE TACK ATTACHMENT DETAILS ON o F t N 1 x L o t 0 ■ V M % OF LOCK Q9 INCLUDtS USNG REINFORCING LOC '2�f7 AS SHOWN ON SECTION M.SHEET 9.W14CH MUST BE SHEET 11 TYP. VCONNECTED TO,CL9MMATES®AND q3 W/ 1/4-0-20 x 1 1/2'LONG&S.THREOED DOLT W/7/8-0 x 3/32- FULL HEIGHT. WNGNUT OR W/1/4'0-20,11'S.S.ALS.wrO A 1//4'Ox 5/a'RMNUr.LOCK MAY BENSTALD AT LGOSPAN OR 12' OF CORNER LTA%ONUM ABOVE AND BELOW"PAN.USE OF TWO LACKING RODS @ TOP AND BOIOM IS WHDATORY. CENTERMATE Lj 1, L wr(� ONE ALTERNATE EiD LA0(3 MA USED IN LIEU OF OO OHO ri 1 tN LOCKS OR FOR ANY SPAN AND INSrALAYM AT ANY ELEVATION.ALTERNATE 10 LOCK Q9 MAY BE USED 6 •] a w& 7 •�Lc�w AS AN MDE OR OUTSN LOCK.ATTACHMEM OF HD LOCK®W S W/3#a x 3/r F.H.SSMS..AND INCLUDES �•®w 1O'+ PMNFURC17AD RiSRR AS SHOWN ON SEcWN3S HD&-KVS AND SHEET 10,LOCK MAY 9E INSTALLED AT MiOSPNN OR 13'UMMUM BAOW OR ABOVE MIDSPAHL USE OF LOCIONG RODS @ G CWIZITLY OfgwL TYPICAL 1 HV BLADE SHUTTER ELEVATION N.T.S. unnpuL FLORIDA BUILDINo CODE~ Mgt High Velocity RUrriccne Zone tj A. O 2015 E7SRRN METAL SUPPLY.INC. A S S A BERTHA wr S w Accordion Shutter System Y.BLADE 1 W OR W/O NY.M1M)OS9 BLADE&KY.BLADE American Shutter Systema oExRPTxe wTt awn*Dr M.L nwAl r TESTINd ENGINEERING COMPANY AaaoctONOn. inc. 1 ow n-1w a/11P3 CATe 04/75 to O' R au5 8r'3aq�"su wwu umm naaa 331 4268 Weatraads flnYe 2 Pnon.:(3A1KO1-1530.Fm::(305)(171-1531 DRAWING No ........ . ....:t `.``��` .-® p71.aooaoom Wast Patm Beach. FL 33407 a O I!! NAL tri AAS WALTER A.TWT h P.E / 5^��4 'I'J" L ffflff` nOROA U..►44187 5 SHEET P.E. SEAL709ATURE/DATE 8 5 cONCwE POURED CONCRVIE POURED QVRE IRED OONCRE7E ANCHORS BLARED K CONCRETE A11CWR3 t{'NE ECRL'S.S. SEE SC$DULE tNN (SEE SCHELNY ON W1 1/4--20 (SEE SCONCRCHHEDULE ON SHEET 13)TE ANCHORS13} SHEET 13) NWS O 12'O.C. _ 1�« i' i.(2108(jd «tQD. t/4"4•-20:J__/4".S.S. Yb. __ ""-flaeUSING t8 -ca--Ee- WCf i/EV-E200 Kw=M - o tz-O.C. / N rE E a* 7/z .250" - 3 ae _ Q oR + , 0 i .250'Mo. a4 .256' ►Wx OPDONAL II F ,I i f 90�u£tNseq' I i MK SIPARAIM TO GLASS F1o571F� �g + ' f OR ®* I Mw SEPARATIM 70 I 1 �-(SEE SCHHMULE ON SHEET 12} 1 I`(SEE SCHEDULE ON SHEE�2T) OM ' : + ` � ' @ HY WALL HEADER INSTAL CATION � ����Iox . It HY WALL HEADER,I�STALLATIQN : WN.SEPARATION 70 GLASS OR ( I , , � �-(SEE SCHEDULE ON SHEET 12y- OR + 361d5.it pL sfE} j i W.SEPARATION TO atA55 CRASS , P-(SEE SCHEOULE ON%IEEr 12) I Of sur 2e ' BttOI30/2 C9 E]OSn _!= j"-OlTON11L i ' I t-- I OPfpNAL i , t/4'Yot. E ! Ltax• t i3 on�$ tZ 13 OR t" 4 - - 1/4 f-20x3 4-SS. _ • -- P 411 2 tifAti - 1/4'M-20ta/4'SS PH1llIPS TR115S HFAD MNCHII/E SCREWS u+aLORs 1/4-2 MITS USING Z scmME ON w/i/4--2a Nurs o it O.C. CREW BLOCK POURED COCK. ( i1;4EDutE M. EET 13) wn. OR SHEET u) . OR C BLOCK RETE ANCHORS REQUIRED REOLWED Q Pavam � �o" FO HV WALL SILL INSTALLATION OR CCWAU RENc�DtntxtDiAt2` Q HV i{{Aj,l Slt.t IHSTAUATIQN INSTALLATION DETAILS W/ t-SEE SHEET 4�iY1C1t-SHUTTER t E DASSUMY .o MCE DISTANCE 4 MOUNTING SECPQNS CAN 8£COMWNEI) ( SKCFW XM ON SHEET 14) •g 2,$ugn"of �R Cj) HV BLADE ' LAZJ iN ANY WAY TO SUR ANY RMALLATION. It FLMDA SUiLDINO CODE m Hi h Velocity Hurricane Zone `,tiO�A�, �A•�•�G �j�A��� O 2015 E441 N METAL SUPPLY,INC. BIEWHAL HVim -- --�-�' A.&S.A1. �iI I.iE C O Accordion Shutter System N.V.WIDE III N OR TO HX WWW Bt X a H.Y.tiifWE *" S*= TILLIT TESTING & ENGINEERING COMPANY AmeT1COf1 Shutter Systema MY. oaealPm QUIT DRON en M.L o= STATE OF c�fi 8565 N.N.aan.St,St..305.wmm Cwnm,nOROA 351 MaoelollOET Inc. t OLD ft-1N a/taNs sue 64 13/1S Ph"..(3011 t-1530.To::(aos)art-tsar 4268 WestroadD Drive : DRAWING No �` -.�ORtf)P,•'Ntr: n,oe tit.coa.a.00m West Poim Beach, FL 33407 3 P.E. SYTlQN� if1'�Rfi DATE a SHEET !,OOAk'AE7E ANCFIOIt3 07w1aJ0► �_ E -` (SEY SCHEIKAE ON SEtEET 14� alAt1 OA EacE f OR �� t auttar �awliD MOF `�s+�f"0, 1° � p � °�* s � sIAB� *41oc1a>• ' v at » = Al ANCHOR #togs a' EX1s1e,a t * + WAD 7Ex SCREWS 0 t i oR 1r► # C. C(SC C tE M B '3 8 i V+ 7 $tlrEr 14) OR OF MRNJBIE SUB IF S{a m or~ i� - I i EOOt 0fAPFUCAKE E AP UC ME fW. 0 POURED O. E RAT Hw CONCREVE A1X31M i til R1 R et at n0 REW,MtFD p (U SCHERXE CH SHEET 26) F ilmf�j RROQUM -E yL.. v.=- (SEE^SCHM EON�1B) ti TREND INSTALLATION Q HV WALKrOVER INSTALL TA IQN WW OW AT O T�R S —m w ® t PUAETNrk TANS PER SOCC=i3. CONCREM ANCHORS „, ' Q E7IIS71170 �tssa�n1RE 07 a � ff EKISTM1 �_ 1 I'�ul.s<nw�alnaxis E)OSFMIK 6a'lI4CLM w axia GUAM w!%iiJ 1 } t i � t 1/4' NIX 1 a• 8 i 70x314• WS 0 #1413/4• M-w 1 e' 12'O.C. SCREWS O i 7IX SCREWS o 9.O.C. - #i4r3/4'80.3. OR N/NUT20 -11" CONCRETE ANCOMS♦'O.G �EDUEE C,iCN rA' y _ _ �+V � o 0'0.C. 7 SHE>T 1r) OR @ t j2. 1. i F.K SAS.SAS.or r ac ao. am OF WrE t 7 t 7 8 A P4 BlCAB1E C0"CRM ANCHORS SEE HOOE 13(t.) CONCRETE Bib" OH 1�) POURED CONCRETE (SEE SCHBOIAE ON ON SHW 1 REQUIRED Q REQUIREDC E ReDcrc s1a�r 1s) ('L. HV WALL WAIj(-OVlR,iNHAUTION ErwRED QC KY WAIL FLOOR.INSTALLATION �REQWW W HAIHQQHQ INS L0014 t INSTALLATION DETAILS WI K SE .E 0._EDGE oSTANCE # RN1A7t0"M O (D HV BLADE - 1—SEE SHEET 4 FOR rtPM SUM OR SPEOIrICA7pHS ON SISfEI'14) 7 EAN OP.EINffiE EXIT •B�WiE�lA4tt�5>���� ASSOMY VAKH D►c SEGTCHS Cm at CwMEO w ow w"70 Sur Ivrr E15 MATW unaun FLORIDA IIIIILDIIIO CODE 06 It h VeWV Hnrrkone Zone \\,�.K A. /� �iO 2013 XWRN MAL SUPPLY,WC. �'�'uccs =Tl BERTHA HVC O �Ka. A►■Jt.�■A■ Accordion Shutter System American Shutter Systems N.V.810E 1 V/Ott/0 RN N1lDOtl Er�N9.BPOE o: "'NrEOF ;7F` nt LI YES30ft St. 6 E VOCUR lUNO COMPANY Association. Inc. I as tr111.___ W1u1: OA1n -04/13/13 mas RL xrc.sE,04 304 SIGN° n of xi 4268 Westroads Drive : �,c'�s-s�_ Pnaw:tawyett-tato. For 1 DRAVA No gsfd�j• •••,,•`` \��\\`�♦~ tR i10 » West Palm Beach. FL 33407 i ��J—Q�� �rrrr►►AL EV wMUR A Tun.Y.Pt P.E. SEAL J�r;�1ATURE/DATE 11°`ta\ SHEET ON BE U 20 SEE 101F9 ON LOCKHO RODS IN LOCKS INSTAL TIONS W/ G) HV AND ALTMWE W LOM 0 ON SHW& Fo-u-T] **BLADE Wa MAL Wff Is V"MR PU BLADE Xf My CENTERMATS COMMM AF"..-;M WRI SLAM0 OR EXISTIM VASS sk WALL CONNEC20 -- ----------------------[------------- 31/4- 7- 4 112' 7' AW,IESOPPOSING SYMMEMCA .."=(2 1 111110M 1/2• CEN TERM ME! NK SEPARATION (rcp/owoko 4 01OX3 4'S US 0 12" IJV MLOCK TO GVSS (4)11 1 W1 ELY LOIS W1 (SEE=L)E sus. TM OXI/Q S 0. AT M AUGLE.C") k -@� F W] 5 I L 5 -0 3 2- 1/2 34 oel HVB FOUT HVIC HVA MUM CONCRETE OR —EXISTING CM CONCRETE 81.=WALL e-------- - --- --- + SYMMETRICAL 6 7 US.SEPAMTION TO WSS (SEE SCHEDULE rlzy 5 oFnw& • ON SHEEF 12) F!-N—] (MMIDR) Vtl.y' vv SEPOAMN TO CLASS LF Wnokm (SEE ----— CIONCCRETE SHN W1 2) 01.1 - Ak I — 16•O.C. 0 n3VARIES 3 . 0 0 Fo—u-TMV 6 11r M SA ACX ] HV F** HVQ FouT FLORIDA BUIL IN$ CODE (Vw Ifigh VelocitV Hufficene Zone) 0 2015 EAMM MESAL SUPPLY.INC. 11LIECO one. A, mS.A BERTHA HVm Accordion Shutter System V.RUDE#I W/OR V/0 WM MM&KV.MADE id S American Shutter SyOems 1EV.lk 0=Rv1w DAU I WAY41 fff- M.L wx rEsnNo & ENGINEERING COMPANY Astsockdlon. Inc. t OLD It-lu "A is DAM 04/13/15 630 KW.36M$ t"9.300L VROM ONWO.IMMA 33164 4268 Westroads Drive —2 Ph� (3187.1.- f—( Wt-'1531 DRAWING No Fs-aoL ss`an West Palm Beach. FL 33407 ��.......... 15-084 fit MA A.TAM Jr.KC 3 1 njWDA U.f 44167 SHEET E. SEAL/1's"I'GlIME/OffE Pam OONMM POURED CONCRETE OR OR CO CONCRETE OR CMC OR P CO RETE CONCRETE BLOCK WALL. OR M WALL. BLOCK VALL REQUIRED BLOCK WALL RECARM OR I REOUiRUD BLOCK WALL.TIEOWFEO , l-EXISTING GLASS CVSS _ L L. 2'Y1N GLASS OQtJC AN —EXISFIING UIN.SEA4 . r t z`1,R1. 7 m GLASS(SEE SOMM W L,t#�E i(9EE i t W p.�(SM £O g 10 GLASS //181eJ•IG%.SEE 12 FCR BU+DE 12 FOk 8M£m i ON StW g�T � 12f�R E9AtEQ 12 FOR BUOE I,D" (60aS-TE)OONF. (D& (LocATE AST t ON SHM;M FaR ALUM.CLOSER / 1 ON SHEET Q) t T--� maAnFs(D ($ �fi� BIAOESmB()i APIATL(LOCKVE 1/2T EMIR SIDE ---- `"�V) OF 4& ( 4 USE 1 OR 2•MAX. URL /tOAt/z•sUA.s. t ---- _ Us w /WO:1/2•S.Y. O IV 0.F AT-UYINU CUP ANGLE a 18'O.F (6063-7 MGT)At YIDNYAT 4 i (t)It I2•au.s.To (2)T/,' TAPGONS ANCHO 5 SEE DEML X f OR wut SDE OFQ(}DATE ' OSIDE CONNECTIONVJ'QR SEE DETAIL K EOR OR TO TRACKSSME CONNECTION °"�- °' SSIIDE CONNECTION {�"®'(t�a®°�•�w � -6 T •®- To TPACNs - .6 T 6 .® ( •®-®-t�°®'�- TID TRACKS 0`©•( ©•®- �-�•� �- •�-�• �a 6•�' ®*�*�- 3. a•' SLY'®P1�•V'�lJ v.y9V'�- V'80-�C7•v9 '®"lJ 0-0-0.".6-0•00•" o•c�-a�•c��•+�-o ®•c�-�►•®-®•coo EyD CONNECTLQf! D�jAIL 2� Q END CONNECTION_DETAIL Q -END—LM M i REO 'aR SPANS GREATER T1TAN 72'-0' POURED CONCRETE OR EXISTING 4 -- - GLASS GLASS ts aEONCLcTDE BLOCK SAT, cu4 #1 1/2 ==== _ °--= — 'S.Y. - TO ( a ts• utL _______ — 6 oRQoR�OR FOR CONK 1/2SCHEDULE am •rnN. To CLASS( ------- -- 12 sv167ue cN ON SHEET�� ANCHOR ON MR 0 a ae 4 --- --- coNCR£T£ BLADES(Dat Q ----- ANCFIIJR `"``lOR(DOR 2'un2• 8i11DE SA MNS OF ON St M 28 0OR®OR6QR0 VIEW Y 5 POURED GONOCELE OR OR a*(T-8 •®- a ea. lSt3l�L ,kin LSiatvLTr.F1, ION CONCRETE BLOCK Sul ® Q ' �'® REDUIRED 6'O•©n0.O•®- HV BLADE OR HV WINDOW BLADE INTO '�'®'�'�'�" ®•�°'®' `®' CONCRETE OR CONCRETE BLOCK WALL ECTIQ� DETAIL ©•®-Q•�•®-O END CONNEC O ®•�-�•��•®' u DETAIL(g)� FLORIDA BUItDiNti CODE Ilan Ht h Vefocity Ru One Zone N.TI_C[fT , tFJ 2015 EASfFRFI METAL SUPPLY.INC. �%- il :,,_ BERTHA HV- . amu ' _ TIL. E C O�><,C. A, , ■, ■ Accordion Shutter System Y.84MIf 1 W OR MD I(Y.k1NDUX RACE dK HY.6U1UE American Shutter Systems tm Ilk orscri"M UAT1 I WMW er. YA TICCIT TESTING& ENGINEERING COYPAHY AssaolatiOn, 1n0. 1 a0 11-1u al/a/1s 017E 04/13/15 -4= STATE OF ;"� a6ss N.b.aBIM1 54 su aG0.wtaa,A Gxmna.FU7RM aa1 4268 Westroada Drive a 17 vhw :(306)071-1530.I=:(30)871-1331 ORAWtNG No �O,K:•,•CDRtO ��\` �- �I •�-" West Palm Beach. FL 33407 3 y�,FSS�. WALTER A T,UIT.�.PJL , 15-084 P.E.AS � (A(tM!'� E/DATE FtaRtu ua ,+t6T 0 SHEET OF 28 SCHEDULE J1 SCHEDULE /2 SCHEDULE X13 MAXIMUM SHUTTER SPAN 't+-OR 'L-- MAXIMUM SHUTTER SPAN* 1+' rR MUM SHUTTER SPAN*-L+' ••�"�� "�" �"�" (ft.).FOR INSTALLATIONS W/ OR -L (ft.) FORINS 11' ANTS,® &ig or or ( 't-' (ft) INSTAE� MMA INSTALIAl10NS W/ CONCRETE Jc W/ONE HX LOCK or or or q� Se Wj ONE HV LOGICS WOOD (1)L+:MAXIMUM ALL08ABIE SPAN TOR A GIVEN Sor ONE FLV LOCK or Q ll or p p0S Daffy PR RATDN(LCT NTERMATES &f�W/ ONE HV Y W/NO LOCK R S OR W/ NO LOCKING WALL A B>C, D, E M, N,, P, O> L:)MAIL.ALLOWABLE SPAN FOR A CUM NEGATIVE LOCKING RODS TOP & NOTE t) S MOUNTING F. K&L R. S &V. ASD.t')ESIGN PRESSURE RATING. BOTTOM SEE NOTE FLOOR/CEILING UM SPAN FOR WA{.Asn QONCRETE 41 WOOD INS(A1LA110NS lux.Aso CONCRETE d1 WOW Mat.Baa CONCRETE, MOUNDNG C, H, i, It &J T. U,,W & X WNL MOUNTINGS(TOP/901TNOM)ORPROCEDURE TO DOMINE �FLAOR/CMING. olim aEstt;11 DEEM INSTALLATIONS RgR✓85M LULL MOUNTING Ft%gR CF]UIIi WNL MOJMRNG ANA TtDOfVCOLM9 M01l1TIIIY�i GMM A POSIRVE AS.O DESIGN PRESSURE RATING. AH'L4'FROM SCHEDULE. (+��) OODU t anJ) -.1"MOUNTING (•a 3) TIMOR/" 160001x0 GIVEN A NEGIITNE ADETERMINE VAXMUMS.DESIGN PRESSURE RATING. La- L- L+ L- L4 L- L+ 04 L-N DETERMINE W)OMUMSPAN'L--'FROM SCHEDULE 30 OR 18'-0' 16•-0' 16'-0' 18'-O- 30 18'-0' 16'-0' 30 76'-01 16'-0' FINAL MAXIMUM ALLOWABLE SPAN 1S EQUAL TO THE • l6'-0' 35 1'4-10' 14'-10' 35 15'-r 1e'-10' (} MNHMUM W 4JTTER SPAN-L+•OR I`FOR MINUM DEiOU MED SPAN BETWEEN'L+'AND 40 13'-10' 13'-10' 14'-2' 15'-Y 40 13'-10' 13'-10' 40 14'-2' 15•-2• INSTALLATIONS INTO WOOD SHALL BE Ulw E0 TO - 1 k5y ^ 45 13'-1' 3'-1' 45 13'-4' 14'-3' 105 Psi.AS.D DESIGN PRESSURE RATING. (3 PROCEDURE TO DU MINE tUXWUM SPAN FOR 50 12'-5' 12'-5' 12'-8' 13'-r 50 12'-5- jr-S" 50 12'-3' IN-1` TiONS IN SETM WALL MOUNtINGS 55 ti' 1T•-10' Ce-i' Ir-111" 0'1' 55 ii`-1ii'-f0' 55 11'-1' 11'-ti' W/ftOIXtfCOtING HOUNIiNGSs -10' 60 it'-;' 11'-4' 11'-7' 12•-4' BO 11'-{' 11•-4' 60 10'-r 10'-ti' FOR A GEN POSITIVE AS.O DESIGN PRESSURE 65 10'-10' 10'-t0' it•-i' 11'-/1' Lis 10'-10' Iw-10' 65 W-5' f0'-I" RATING: 70 10-8' 10'-8' 10'^9' i1'»5' 701 10-6' 10-6' 70 8'-9' 9-4' DETERMINE: 'I' 1N CORNER CENTERMATE#3 NAY BE USED AT ALL Li+-MNL SPAM FOR ML MOUNTING INSTALLATIONS 75 10'^1' ie'-1' IW-47 11'-1' M75 /0•-1' 10'-1• 75 8'-9' MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS L2+-IMI(.SPAN FOR TLOOR/CEILING MOUNTING 60 9'-10' 9'-10' 10'-0' 10'-Ir W-f0' 9'-f0' SHALL.BE AS INDICATED ON MANDATORY CONDITION#2 INSTA7lnm& 85 9-8• 9'-8' 9'-9' 10'^5' 9•-6' 9'-8" NOTE#5.SKET 5FOR- 90 9-3' 9'-•3' 9'-5' f0'-1' 9'-3• 9'-3' ¶ IGEN NEG4ThEASD. OFSICN PRESSURE 95 9'-0' W-9' 9•-2' 9'-10- 9'-0' W-9' DETERMINE100 8'-9' 8'»{' 9'»0' 9'-r 8-8' 8'-4' L1 MNL SPAN FOR AALL MOUNTING WSTASATONS105 8'-7' r-11' 8'-9' 9-4' 6'-7• r-11, L2 MAx.SPAN FOR MOOR/CEILING MOUNTING uo 9'-4• r-r e•-7• s•-2• s'-4- r-7. SEPARAIDN TO GLASS SC�.-i,EDULE LNSTALLAnoHs 115 W-2' 7'-3' 8'-4' 8'-1t' 115 W-2' 7-�S' FINAL MINIMUM ALLOWME SPAN S EQUAL TO THE 120 W-O• W-11' W-2• W-9' 120 6'-O' 6'-11• 16MMUM BETWEEN'U-i' Ys+`•'LI AND'T.2 125 7'-10• 6'-a' 8•-G' e•-5• 125 7--lo. 6'-a' WIND ZONE MINIMUM (4)GO TO ANCHOR SOEOULE WDH FINAL NAMMUM 130 r-81 6•-5- 7--1D- 11•-1- 130 r-a' 6'-5• ASTM E-1996 SEPARA'nON ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7'-7' 6'-2' 7'-9- r-9' 135 r-7' W-2' TO GLASS PRESSURE RATING TO WEITMNE MAXIMUM ANCHOR 140 7=•5' V-/1' 7'-7- 7'-6' 140 7'-5' S••-Il' SPACING. 145 7'-3' W-9' 7'-5' 7'-3' 145 7'-3• W-9' T THR11 3 •(" 150 ?'-2' W-7' T-4' r-0' 150 r-21 W-7' 155 7'-0' S'-5' 7'-2' 6'»9' 155 7'-0' S•-5' 160 6'-11- 5-2' 71-1' 6'-7' 160 W-111 5-2' 165 6'-10' 5'-1' 7'-0- 8'-4' 165 W-10' 170 6'-9' V-11' W-12' 6•-2' 170 W-9' 4-11' 175 6'-7' ;'-•9' 0'^9' 6'--0' 175 W-7' 4•-9' 180 W-6' 4'-8' W-8' 5'-10' 180 W-e' 4'-8' 185 W-5' 1 4'-8' 1 W-7' 1 W-81 185 W-5' 4'-6' 190 6'-;' 8'- S' 190 6'^4' 4'-51 5:.r T983 '-3195 4-36'-Y ` V B LA D E 20 3 1 a-2• 1 6'-4' 1 5'-3- 200 6'-2' 4'-2' 205 W-1• 4'-1' W-3' S'-1- 205 FLORIDA BUILDING CODE Non Itigh Velocity Hurricane Zone ,.8,"`,� BERTHA/ - ®2515 F1siTRN META.SUPPLY.LNG. • � � !L E C a >i��> A.SwS.An Accordion Shutter System H.V.BLADE 1 W OR W/O TLV.1t1NDOW BLADE A IMV.BLADE * /� American Shutter Systema I DATC 9r. M.L. TilllT TESTING R ENGINEERING COMPANY OF '�' OW X11.5M.5L.St X5.lsaval GARWM nORM 311 268Anseistion. Inc. + oto 11-nN aNu/1s Me-104/13/15 Ph— (305)071-1530.Fm:(30WI-1331 60288 W09trOOd9 Drive 2 ,c; ORt� :' a-,,,&tmwoftal— West Palm Beach, FL 33407 3 DRAWING Na "'ass1ONAL'e 1"' WALM A TRW J,.P.0 4 15-084 FIDIMA P.E. SYiifN? U1RE/DATE P.E. {"$' a 9N 0 28 ILE FOR A CPAN MAX SHUTTEA SM- DESM NEG&DIE M%Fpsoln"W101- OR CONCIRM BLOCK INSTAUATIONS (SM w Pie%= AM= SPACING ILEGENQ POtJRED 9914140VE - PAM c TAPCDM OR 1 KL WAD MOI)"NG D WMM J)WALL W.AM (g)WALL JfMW Q))WRL SILL TAPCON WM4 ADVANCED W1% &WLL ED V ISM M0UNnW W/ THRENDFORM TECHNOLOGY (to ASA OEMALL POINlS SOLID-SET 30140100175190 129116020 30140 00 73 20 120 180 20a 30 40 00 75 W 120 190 M 30 40 40 75 go 120 IaO 208 30 40 60 73 90 120 160 205 30 40 50 73 90 120 160 I , a a 18 0 14112 10 9 - ---110 9 14 18 6 10 41121101`9 It 10 6 - $4111 to It a i5A a I a I a Suit TAP 31-0r 1 a 0 14112 10 9 V 8 6 6 14112110 XLM 14 11 10 9 8 4 1 6 14.112 10 9 IN 6 8 �S 14112110 2 5 'S 0 0 14112110 2 4 1 8 6 3 14112 10 9 6 A 1 18' 's 1 a I a a 14f - - - 8 12 to 9 a- 6 0 14 112 1* 9 -8 a a a 14112 t4 12 to 9 s 0 n to a a 8 6 4 4 12 10 14 A 0 0 - a 0. a A a 4!-0* 1411. 10 9 a _L 4 14 12 LO_A__L 45 4 12 10 9 a a a 0 14 12 10 8 6 Al 14 12 10 9 6 3 _4 0 a a a a a a a a 14 1 a to 9 a a 4.% - 14 sa to a & 8 8 4 14 71 W 9 8 5 6 0 14 12 10 9 a a Z- - T4--it-W-C-C-r a - -C-F-S -8 -9 8 " 4 if 112 10 9 IF a V"T--14-32-10 9 0 8 6 6 1 TZ--fo- 8 a 4 14 12 10 9 Al 8 14 Tz-W=9 T-r-r -5 -0 -0 -a -6 -0 -7 U 14 12 10 0 8 a U U TO 0 8 8 6 I&S 14 12 to a a a 's r T4 il W r zz - 14 12 10 9 j 3A - a a a a 7.5 so-r L4.12 to 9 a a 4.5 - 14 12110 9 9 8 8 3.5 14 12.-ro- w--V-r-F-c TV 1 15--r-r 7 1 2 2 a C 8 a -6 -8 -a -6 a 6 a SEE ANCHOR 14 12 LO_ p a as - - 14 12110 9 0 0 4,3 - 14 12 10 9 8 4 8 3 T�4-I -fo--V-g- 3 14 12 10 9 8 .7 - a a a a a 1 5 SPECIFUTIONS 14 2 L .L 0_L-8 -4 -4 1 12110 2 8 9 to IS 14.12 1* a 8 5 8 1$ 14 12 10 9 8 - 14 12 10 9- a.U a 1 12 10 9 8 a 144 14 T2-W-V"a a L_L 14 1 9.5 113 4 - - - 14- 12 IU 7.3 SA 3A s a a 73 &5 44 3.5 14 12 10 9 a &3 1 12 X 9 a 6 11 14 12 LD 6 _L _L 1 12 1010 8 4 14112110 .9 8 8 4 -10 8 a -5 -9 -8 -8 7-5 if 12 to 0 3 14 12 LO 9 8 -1. - 14 -L2 10 9 & 6 55 3" 14 12 1010 4A - - - 1411211 9 4 - -1 8 a 0 8 -4 -3 14 .10 0 5 14 12 10 9. 8 8 4 14 12 10 9 a- 8 Ii V-JO'1 0 It - 14 112 1 t.2 'Q 8 IA 5 8 8 a a 6 43 - t4 14 12 15 V-F U Y' 14 12 10 !Z 5 4.5 141121 a 10 9 6 4 a -a -a as-6-3-r 3 114 12 10 9., 8 + 14 12 10 9 a Al L 14 12 10 9 0- 6 1 IL 0019 6 14 12 10 9 8 7 8 & 8 0 -73 8 1 121 0 0 -rn- L 4,5 0 12 11 9 8 4 0,_L2 8 66 - 9 8 7 4 12 no &5 - 14 11110 a T6 a 7A I T2 to 9 a _4 .12 _jo _!__j,_t_ 4 .12, 10 6 14 12 fol" T 8 8 6 5 7 3 -4 DO I to to 9 &5 3 14 IF fO i 14 *1 7 a 7 M 4.5 AS - r4 -L2 10 0 4s 14 112 110 9 6 1 8 14 -U-To--T- 4 - - - 14 12 W-F- a j a 8 a 8 8 7A 7 4 *SEE UMAA71ONS OF USE FOR 14 12 IQ Al_j_-=: - - - 14 12110 9 a I US 1 12 93 3 - TV T2 WF-r 4 a a 8 7 "1 4 1 3 1- SIADE ON-SHEEr 28 14 12 10 9 3 - - - N W 10 W I a 4 14 12 10 0 & a I _L2 14 j_ - - 14 12�M Z.5 4,6 8. 8 3 1.5 8 14.31-I- -L2_ 10 &3 4A 14 f2 10 0 75 - - - 14 12 10 0 8 - - - 13 11.3 4 13 9.5 A3 5 - - -1 5 8 " 3 4 13 1 -I- 14 12 10 U-4- 14 12 10 9 7.3 74- 12-W-F--F 1 -12- 1 14 12 10 0 a �a 5 a I&S a 3 WO ZA 14 Vt IQ 9 7.3 14 1154.5 14 11 7.5 0 6 14 2 S 4 - - - 12 !9 LA 6 Tf-TZ 110 16 4 - - - 14 12 10 4 1 - - - 14 12 10 9 8 14 12 3 14 12 8 03 - - -1 6 4" 6 03 4 tf 12 " 6 &5 14 12 10 0 5,11 - - - 14 32 20 9 a IIA Ila - 111.1t as 10,0._!I 12 91 a &S 14 12 10- U, - -- 14 12 10 0 8 - - - 14 12 7 14 12 10 7.5 6 a a a .5 14 12 SS 3 - 14 12 10 6 3 - - - 14. 12 JS 9 0 Z - - 14 WAS 3 14 = 7 3,5 - - - - 8 7 &5 4A 35 14-42--P 3 14 12 10 0 5 1-J- - 14 �12 10 9 18 - - - 14 11 - 14 11 ?A - -8 -a -7"5 3 14 12 7 - I 12 14-W-7 14 12 10 -- - - 14 12 1 10 - - - 14 11 5 14 12 to - a a a a a 7 14--Lz_ 4 14 -2-10- z- 14 12 10 - - - 126 9A - - - - - 12A 9A 6 -8 -0 -0 3 R 12 &3 - - - 14 12 10 14 12 IQ.- I&S 10 - 14 10 7 8 7 &B 4.5 - - - 14_!Z 63 14 12.10 - - - - - 14 IZ 10 1"1 7 =. 9A 7 3.5 a 7 4.5 15 3 - 14 12 331- 14 12 TO­ 1* 12 10 114 111 4 -Z 14 12 to a a a- a a 5, T4--f,--3 T4-12--8 14 1 10 13 85 - --.;7 to 7U 4 a 5 5.5 4A 4 - - - 1411214 1 3 1 14 12 10 - - - - -- 14 12 10 L5 - - - 13.5 0.5 �L5 I- a a 4 14 12 - -14-72- - - - - - - 14 12 - - - - =-=- - - - 9 66 - - - - - - 6 63 45 Is-T 1 HV BLADE OR 1 BY BLADE 14 - - - - - --14 12 14 12- 14 12 - - - - - - 0 a - _12 - - - 14 W HV WIN00W 13L 14 10 - .14 1121 - - - - - 14 1 - - - - =-= 0,6 &5 103 8 - - - - - - 8 8 5 4 3A W/ (1 14 12 1-1141121- - - - -1- 14 12 13 a - - - - - - - - - - a 8 --ADE 4 12 8 a - - - - - - 3 0 a 4 '4 a If 14 e I 4 '4 e 1 4 1. I. 1. 2 [14 4 ,4 2 3 o 4 4 4 of 4 IQ 4 [7 4 3 12 4 Q 4 It- 12 14 121 WMING IN UNISON 14._W 14 12 14 121 14 12 a a a a 7.5 4 14 1 - - - - 14 2 14 14 - - - - 10 4 .10 7A - - - - - - 8 7A 3 4 3 - - - 14 7 12 - - - - - 14 12.- I I TF T2- - - - 14 MIS 4 I&A 8 a 5 4 - T4- Z_ 14 - 14 73 - - - - - 7A - - - - - - - 7A GA 3.5 3 - 4 14 - T4- 14 14 - - - - - - I a a 7 7 33 14 14 - - - - - - - 14 a 8 7 " 33 3 - - - 10 10 - - - - - - -0 7.6 6 4 - - 14 14 - - --- - - - 14 - - - 14 5-A I - 14 14 4 - - - 14 14 14 B' a 8 7A 8 3 !4 .14 14 t a FLORIDA BUILDING CODE (16 High Velocity Hunicono Zone) 0 2015 VVEM METAL SUPPLY,INC. BERTHA HVYu System 11LIEC ILV.WX A W1 ORVIO KV.WINDOW WDE&Id.WX L 0 tole. AaSwSwAn BERTHA shutter s 'buffer Systems TILLIT TESTING& ENGINEERING COMPANY -kn VRAZW Oft M.L tis STATE Of �F 5156 wt 3*ft st,m.=.vmw Gwwm noram 3sw Assoclaflon. Inc. I OLD 11-114 04113/15 QKM 04/13/13 Ph� (300)871-031 4268 Westroads Drive 2 :0 West Polm Beach, Ft. 33407 3 DRAVVING Na ... .... ED-00007 WATM A.T%Mlg 15-084 ONA%. FLMVA U.f"167 SHEET P.E. W NdRE/DASE 1A OF 28 SPECIFICATIONS ON ANCHOR REQUIREMENTS POURED CONCRETE OR CONCREMBLOCK SUBSTRATES (SfEN0URf1JQ9 G 4 i If ON SFkETS 0&'7) 1.ANCFIORS TO S7A53TRATE SfW1 BE AS MUM- ram am rOUNDOMN Cd10IF7[ EOWALL SILL MOUNTING CG CEILING MOUNTING (pl FLOOR MOUNTING (A) T4�' PaUiFD COt7CRt7E(L6►fa.3 tmry -1/4'6 TAPCON OR 7APCOFI WTO(AOJANCED TIRFlAFOlMI TECONOLAF'J AfKAHOHt,4 AS 1A4AIFACIURED 8f tLW.BtALDE>t-{His,fa a 3 SPAN -t/4'6 x 3/4'ALL POUTS SOtli}-SEF AHCxtORS,A9 OtSiRBUT6D 6Y AtL POINf'S SCRfl►,BOLT @ SMA' TY CgMMlt.(Kn f¢ 3 Poi) (6) A.S0.Dow"N allow LEFO LOAD - i BLARE TM OQPNCRETE ANGWRS W/CAP AS WWl1FACIlARED BY FLORM FASiENDt4 OLSECT.[tL• (Ian.fa 2 kd) 30 40 W 76 90 120 700 30 40 SO 75 90 720 100 205 30 40 00 76 90 f�i00 2:06 TlPGOt4 PCO AD$4YRCD - 6 TAPPER•F1 9 a 7 9 0 e 1 9 8 6ORS-0• 14 2 10 9 0 6 0 0 14 12 f0 9 0 a 0 8 74 12 t 0 0 d e e S •fo i.3 7ml) OR VM 74 /2 10 9 6 8 6 5. t4 12 t 9 e e 6 14 12 70 9 a a a 5 i+ 12 10 9 0 d 0 7 14 12 10 9 6 8 0 6 4 12 10 a D a a a ' W CAP NOTA H f2 to 9 a 7 a$38 Ti f2 70 9 a 6 e is t2 1 a e a 4 a 7APPf3tt At)www EU8mmw NFO POURED CONCRETE OF TAPCON OR TAPCON W1N AttVAHYEO THREADFDl xcHNaw ARCIORS AND Twat+ 14 12 7a 9 a a 6 e i4 12 10 9 e e e a 4112 1 9 e 8 e s5 MOMS IS 1 3/4'•AND FOR BLUE TAP W/CAP MNCNORS IS 1 1/2'. 4•-0 14 42 10 9 a d d 4 14 1 10 0 0 e a 4A 14112 10 9 8 6 4 3b A.2)MINIMUM DAMENf OF 1/4'6 9 3/4'ALL POINTS SOUD-SET ANCNOfLS SHALL BE 7/8"INTO W POLTM 7E NO f OMMENIT T4-72 70 0 8 8 a 46 4 72 1D 9 8 8 6 Es ti 12 10 9 6 a a 46 LMt�L1OL� INTO SNOOD SHALL BE PFRYIIEO.1/416-20 S.%UACHM SCREW USED SUL BE 1 1/2"LONO MINIMUM SHOUD STIXCO DGST,AND 14 12 10 9 .5 8A 3A - 4 12 10 0 a e 6 3 14 12 10 0 8 7 SA ..W L S sOF LOQtffi� /'MNIW N MR WALLS WITH NO STUCOD. $.�. 14 f2 r0 9 6 8 6 8 14 42 10 9 6 8 3 55 14 12 10 0 6 a 0 4.01 14 12 10 9 0 7, 4 - 74 12.t0 9 d a3 5 3A 14 12 10 8 6A 5 3A 3 A3)N CASE THAT PREGRT STONE;PRMAST CONCRETE PANIMA PAVFAS OR ANY WTNRR BE FOUND THE l7950NC WALL OR FLOOR. 14 12 ro 9 a 7A 4A - 14112 10 9 a 0 '0 45 14 12 70 9 6 a 4b ANCHORS SHALL BE LORD INOLKOR TO REACH 773E MAN STRUCTURE SOW SATO WILL FINISHM A77:NIXtAGE S.Ho 8E Jun 6IDICAi®6N 14 12 9A 7A 44 [4.0 6a 4 14 1 f0 9 0 0 4A sa NOIEF!A7 tr A.2)N7C+E FOR NSTAWTONS ON VROL StdlW OR F7FS WORT OR YATpUT PETAL SHUDS WP6UlT TEAS FNOINEER.FOR 6"-0' T4 1211019 8 a a - 14 12 10 9 8 6 5 14 12 10 9 8 U 6 3A a15fAUA RN1O 13FS WITH MM STUDS SEE SHEET 28A 74 /2 IO 9 7A 5A 3 - 14 12 10 6b 7 4 3 14 12 as aA 4 3 - 1 12 t0 0 0 a - 14 12 t0 9 8 Y 75 14 12 10 6a 8 0 4 - (B) 7O f70S7N0 CONCRLTE HACKS(ASIN o-a0) 14 f2 D QS 63 3 - - U 72 t0 a a 46 35 74 12 76 8 7 6 3.5 1/4*0 TAPCON OR TAPCOH MEN AOJAlNCED TNREADFORM TECHHOLM ANOICRna,AS TAANIFACn1RED 8f(TW BIIILODL r-o. 14 12 to 9 8 6 - - 14 t2 10 9 8 S 4 14 12 10 9 7A 65 4 3 -1/4*0 It 3/4'ALL POM SOLID-W ANCHORS.AS DISTROUIED By ALL POINTS 9=30,DOLT at SPEL'W.7Y COMPANY. 14 72 10 d 6A 4 - - 14 12 9 7A 6 3S - N 7 ILa 4A JA - - - 1/4'6 BLUE TAP COtNCRETE ANCIM WI CAP AS UANJFACTUtED BY ROM FASTENERS DIRBCI:INC. 74 ! ! a.5 7 4 - - 14 12 10 9 7-S 4 - t4 12 9 7 73 4A - - -7/4'0 TAPPER+A40M AS W AFACTURED BY POWLRS FA5TINERS•IANC.AND DSIRDUIED BY ALL PONES'SCfOW BOLT h SPECIALTY N fl 7 14 2 10 9 73 4' - 14 12 0 7 0 3 COMPANY OR ANY ODOR APPROVED UCfl1SW OR AU NORQED VENDOR REGI MVD Wlal THE AMDWM SHUTTERS TENS ASSOCIATION,UPC. d• + 14 12 70 9 6 6.6 - - t4 12 10 9 8 4 - 14 12 10 a 03 Y zs - NOTES: 14' 72 ab 7 63 3 - - 14 12 0 8a 0.8 J - 2A BA 6 8 + 3 - - 0.1)MINIMUM M318ED10I NT INTO CONCRETE BLOCK OF 7APCON,DUPE TAP w/CAP ANCI IRS AND TAPPFB+ANCHORS 5 1 Ile ALD TAPCON 14 12 Ob 73 d - - - t4 1 9A 0 6A - - 11 a 8 dA 4 - 3 I 6b 6 34 - - 14 2 t0 a ba - - 14 12 a as 6 ♦ - �ADVANCED THREADFORM ANCHORS rte' 4 12 10 9 a - - 14 12 10 9 7A - - 14 72 015 7 63 49' O' _ - EL2)LINMUN BANDMENT OF il4.6 x 3/4'ALL POINTS SOUO-SET ANCWRS SHALL BE ENTINLY auDew INTO THE awamTE BLOCK.tNo 1A TA 6 - - 14 11 7 aA 5 - - 77 6 85 43 3A - - - 0190MENT INTO 510000 SHALL St PERURTED.1/4'6-20 SS.MAC M SrUW USED SHALL BE 1 1/2'LOW 44NIAlY SHOULD 8171CC0 12 9 6.S 45 - - 14 1 8a 7 OA - - 14 7 SS 0 4A - - OGSf,A10 1•UMN FUR WALLS MTRI ND STIIt:f'A. 1A 85 5b 4 - 14 9 7 6 4A - - 14 7 5A 4E 3A 10"-0'14 12 10 9 7.3 - -= = 14 12 f0 a 0.a a - - 14 12 8 a 5 4 - - BA)N GCSE TILAT PRECAST SIQW PROUM CONCRETE PANELS.PAYERS OR ANY VENFERR BE FOUND W THEDOOM WILL on nom f4 OA 7 S 34 - - - 17 9b 85 5 4 3 - - 10 T3 5 4 3 - - - ANCHORS SHALL BE LONG ENOm TO RFACF THE MHN StRUCTURE BEHIND SAD WALL EVYSHm A4CI70RADE SHALL BE AS 1NOraw ON !4 7t 7A 63 - - - 14 to 9 6 8 4 - 26 eA 6 6 4 4 - - NOTES&I)k 03)ABOVE FY7R INSTAlA71ON S ON VINYL SONO OR OPS WITH OR M TNOUT UETAL SIM CONSULT TIB FNCINWt. OA 0 6 - - 4 12 5 88 85 4 - 13. 10 0.a 5 4 3 - FOR INSTALLATION INTO THIS WITH UUAL STUDS SEE*W 2El 1T-0• t4 12 10 - - - - 14.11 9 T 6 4A - - 14 OA 7 1&514A 3A - - 2a 0513 - - 1219 a 4b 4 3 - - 9 7 14.51331 3 - (D) ANCHORS SHALL BE 9NWALM FOLIOAM ALL OF TIE FSOOM MINOATIONS AND SPECIFICATIONS OF THE A7CIJOR•S MAHWACTURER. 14 70 7 - - - - - 14110.5 7 6.S 5 - - - 12 9 as 4A 73 - _ _ SE E eam EDGESUS SPACINO REHAl10NSIIP FOR 9A 7 4A - - 14 !3 73 a a - - 12 9 0 4a 4 - - (O 12'-^0' 14 12 fo - - - - - 14 12 a 65 85 - - - 13 10 ab S 4 - - - EGM DWANCE ArFRM SPACING c�ANCHORS1 fA 85 43 - - - - it 6 33 4 33 - - - 6 6 4 3 - - - - VIA"A17CHOTt SPAC4JfS ARE VALID FOR WM DWANCFS ILDICAM tIQDM.FOR E D.USS THAN THE NOICKTm REDUCE ANGIDR SPACING 3b 9A a - - - - 13 93 6A a 4 _ _ _ 0A e 5 4 - - - BY WL7YILYNC S%U STOMAL ON SOMME BY THE FOLLOWING FACTO M 0 6.0 - - /+ 10,$ 7 SD - 11 as aD 43 3S - REDUCED SP OSINNED USINO FACTOR NOT fE LESS THAN"MILE SPACING 111110a D FOR E+01 ANCHOR TYPE 13•--0' 14 12 - - - - - 14 1.6 T3 8 6 - - 12 9 8 4.5 4 - - - Ob 10 7A 5 4 3 - - ^ 7A 4 3 - - - - ACTS- tA1'CA3FM IWti}T ADVANCED FACTOR TAPPER+ 15" - - - - - 12 9 6 4A 4 - - - 93 7 A 4 -. _ _ EDGE TAPCON TMREADFORM TECHNOLOGY ADVANCED ALL EDLA BLUE TAP.W/CAP 6 0 - - - - 13 93 85 3 - - - - PA 7A 6 4 - - - LADE QR acTAtNCE AM SPACQ1C 1#•„0.f 12 - - - - - 14 146 7 AS - - - - 11 - _ _ _ ED. LIN.SPACING•.3' 7161.SPAOONO a 3' H.SPACRNO 3 tl2' MN.SPAt.3Hti.3' 3 3/4' 4' 9 7 4a 3b - - - - 7 e 3A 3 - - - - a T01EED ODIIOQTE WNrJF.1E 90rX 3 hMM OONXIE 000{ 11 8 as 4.5 -• - - - 9 6A 4b - - - - - N L1 BLOCK Hal FA•3 i 501.EQ•2 tRt5C1C CONOMM&DOLE _ _ _ _ _ 'DIME ldP• S � 10L FA,.S 7 LTi EA.Y UK EA.3 Ilt EII.27IY 15'-0•IA - - - - - 1 1U 0 - - OA D 016 - - - - "hL=KE. WORKING s• IA 0.90 t.0 0.78 1.0 0.84 1.0 9 - - - - - as eb 4 - - - as 5 3 - _ _ _ IN 11NtSON♦ 2 Ill- 1 l2 - adi 1.0 - a.67 1.0 6 - - ab e 4 - - - - 2' 0.71 OAt 7 9 - - - " ' 1 3/4` ... - - - 0.43 - i8r-D. t4 - - - - - 3 a - - - - 0 7 S - - - - _ - e - - a 4 - 6 sb 3 - 1 1 2• 0.36 0,y5 - -1' FLORIDA BUILDING CODE Yat High Velocity Hurricane Zone #! I\ TIQ VIV./ 0 7075 FJBTERN UUM.SUPPLY,INC. s` `' •" .�''---. \ �+ BE THA HYD IT LTE C O 1 AI.wr7�+■SmA nAccordion Shutter Systein v.81 IN it W1 OR d D u vA=w wDE&Kv.BU11 M stems TILUT TESTESTINGd: ENGINEERING COMPANYShuthfr Systems DATE ttuMN br. 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