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HomeMy WebLinkAboutProduct Approval i 712G2015- + Florida Building Code Online Its MINI lrg�Zyl 1,101 s r,. !?ne?�l^•`�� y BCIS Home Log In User Registration i Hot Topics I Submit Surcharge i Stats&Facts I Publications FBC Staff ! BCIS Site Map Links ? Search i Business ` � 61: Professibal product Approval USER:Public User Regulliatiu-n Product Approval Menu>Product or Application Search>Application List>Application Detail I FL# FL389-R8 I Application Type Revision Code Version 2014 Application Status Approved 'i Comments Archived 'I Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive I West Palm Beach, FL 33407 I (561) 209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com I� Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email II i Category Shutters Subcategory Accordion i Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy;Received i I Florida Engineer or Architect Name who developed Walter A..Tillit,Jr. P.E 1- the Evaluation Report it 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; I a Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION GI NONHVHZ.pdf I !i 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 I Certified By I I i Sections from the Code http://www.floridabuilding.orglpr/pr_app_O.aspx?param=wGEVXQwtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%p3d 112 712012095-- A Florida Building Code Online I �I Product Approval Method Method 1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 I' it ,11 ' 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 sto,mr1m protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 II A.S.S.A, INC. DRWG.15-086.Ddf ,. Approved for use outside HVHZ:Yes Verified By: American Test Lab;of South Florida Inc. Impact Resistant:Yes Created by IndependentlThird Party: Yes Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE1 A S S A AINC PER DRWG 15-086 Ddf positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Ilidependent:Third Party: Yes II HV3 blade w/o window blade,5'-2"for 110 psf ASD load for `HV3 blade w/o window blade and W-11"for 62 psf, 9'-6"for 155 psf HV3 blade w/window blade working in I unison.Max.span for HV3 blade w/o window blade for j installations into Metal Stud walls is 79"for max. ASD I 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 1 Only- (Non-HVHZ)- Drwg 15-085 (top and bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No F 389 R8 II 1A S S A INC. DRWG.15-085.odf 1 Approved for use outside HVHZ:Yes Verified By: American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third,Party: Yes Design Pressure:N/A Evaluation Reports j Other: Large missile level"D". Max. Span is 16'-0"for 30 FL389 118 AE A,S,S.k INC P,E.R DRWG. 15-085 HV.Ddf p.s.f negative ASD load depending on centermates and Created by Ii dependent Third Party: Yes locking rod configuration for the HV1 blade, 8'-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 I p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 1389.3 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 III A.S.S.A, INC. DRWG.15-084.1)df Approved for use outside HVHZ:Yes Verified By: American'Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party: Yes C Design Pressure: N/A Evaluation Reports i # Other: Large missile. Max. 16'-0"span at 30 p.s.f ASD load FL389 R8 AE A S S A I INC P.E.R. DRWG 15 084 Ddf for Blade 1 and 18'-0"for Blade 2. See schedules on sheet Created by independent Third'Party: Yes 12, 25 and 28 respectively 11ac1: £yk?Xt i III I � I I Contact Us:: 1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 I The State of Florida is an AA/EEO 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 emails 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: ® eClieck.® I I serurity+6Y'1'tiFCv � i i httpJ/www.floridafxalding.orglpr/pr app dtl.aspx?param=wGEVXC!wtDgvYYHH2vJvx53MwsXdCOtOXtHs6RTTCYUw%3d tit GENgRAL NOTES: HCKWADCEACCOROWN 51R111ER ORio PRODUCF IVN Be AT Md1 YEIDLYIY� PED. VVEIDFIED PDR COUP fN IILCORDANCE WIM 1}iE 2014(5M EDITION)Of THE iUDPoM _- DEW" CGU LOADS A OIRECTIO FAG�� K4-OOAM USING ASIDE 7-AS PER SWIM 1009 OF 10 FOR R7ST t16INNS�R�2014(ft EDITION)MC AW �SICCED k (A M) WILL TABLE TJA(�LE OF CONTENTS DESIGN PRE'S91RB RATINGS LNDICATIO ON s1tEIDs 12 THRI 17.2A,24 28 Ak 26A IN ORDER TO VERIFY THE ABOW CotD01 114 UUWATE DESIGN MND LOADS OETERMNID PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASA.OEM MIND LOADS AREA 1: W MMI$M 01 At 4 eY MULTIMING THEM BY 0.6 N ORDER TO COMPARE THESE:W/MAX.(ASD)OEM PRESSURE RAIWGS WWCIOm ON SHEETS 12 TNRU 17 23.24 26&2M t;ENEFJU.NDTS SHEET t _ -IN ORDER TO vDW_TINT AN==ON TNS-P.E.D..AS-IMI -WERE NOT ONS.A.33%INCREASE!N-ALLOWASM LOADS-POR TAWA MDS WAS= USED N-THEIR ANALYA4.DERRU .. -SYST04 COMPONENT'S- -1-20 - --SHEET 2 " H V.ACCOHOIM SHUTTER SYSTEM'$ADEQUACY FOR NMA AND LARGE WSSLE IMPACT LOAD HAS SEEN VERIFIED N ACCORDANCE WITH SECTION t626 OF THE AL10VE MENTDNED CODE AS PER ATL SYSTEM COM PONpas 21--9 SHEET 3 REPORTS: TYPICAL SHUTTER ASSEMBLY 38-0 SHEET 4 -W BLADE10110214.GI-03.10719.01-03./1004.01-06„/1214A1-6S.{0317.02-OD./0609.01-10 AND 11021101-11 AS PER TAS 201.TAS 202 AND TAS 203 PROTOCOLS, - - - - - - --- ------ -. -- -- -- - --.> >_-_..- - - - - ---- - - - --:AR��W R�C�AND HV_YIIrII2�C_B� - MA WDWN BADE-&-JOSOS.01�08-AS-TAS-201 202&-213 PROTOCOLS AND W23A1-01 AS PER TAS.2o2-PROTOCOL -___...__ ....----..----- -.._.-__ __ _.._- _. .- amm" _ .. _w BMADE(D#042201-05 AS PER TAB 201.TILS 202 AID TAS 203 PROROCOI.R TYPICAL SHIJEU R ELEYATION A HOLES ON LOCKS SHEET 3 2.ITV BLADE@"W B ADE&RE ENGINEERED TO 11`OIDE N MM WITH EACH OTHER N AREAS WHM THE DESIGN PI'ESIIRES TRANSITION FROM END ZOIC 3 TO NIEPoOR ZONE 4.FN'2I INMALLATION DETAILS A-E.CONCAIIE/@LOCK SHEET O WINO ZONE MUST DE CLEARLY IDENTIFIED W ADWIAWM WON CINPTER 30.OF ASCE 7-10 STAMM ALL kOUNM COt1 TTUG AND FASTENER TYPES 9CIfDULFS MUST BE APPM TO THE .INSTALLATION OISABS.F-Ls IONCAEtE:fBLOCIC_ _- --------OORRESP4HDN0-WE-O-ZONE'TFOS"5HHI:OFCfIEOE-EtCOtIJRfltF!!ES-FORkEN�SEPARATiOIE-TO-0fA5&OELNIFA710NOF-YARD=20NE3-4-N70-6-AS-WT2t-lS-WN}OIiY-OF-COItPOF1E7E5-FORtM BGDE-1----- -- - CEN'IERYATE DETAILS FN SHE'EY 8 At 2 ACCOROPI SHUTTERS SYSTEMS FOR EITHER YANG ZONE 9A4L BE PREPARED AND COMM BY A FLORIDA REGISTERED DJOINEER OR ARCWECF RASW ON OVUM CONFIGURARON TWD ASCE 7-10 SIAMM AND SFWl BE SUBMRTED TO THE OULDNO OFFICIAL AT THE T61E PEPAR IS APPLIED FDR CINEERkATE AO.TERN IM DETAIL4 RN SHEET 9 HV BLADE 46 W MFDOIY BUDS @ ARE ENOANB;RED TD WOO(N UNISON MIDI EACH OTHER UMM THE CUMAL LIWATIONS AND CONDITIONS OF USE RDIGTED ON SHEET 2L CFNiRMINTE DETAILS NO SHEET 10 N (3D CONNECTION DETAILS t-6.COL;RETE/BLOCK SHEET 11 3.SERIES Soma H.ullam STEEL SCREW'S LWOF�A STRENGTH MO LA0 Wi iu=E SI wmm PARS Sml.DE COATED WITH DFA IN W QwROSlwD T4XWArm SYSIDF AS 4MAFUFACNRED BY ANCHOMIAXIIMR 4 SPAR TABLES SHEET 12 APPROVED COMM APPUCATORS REDISEERED WIDE ALETU.'MI SHUTTER SYSIEMIS ASSOCAIMON.PNS RUST BEAR THE TTY MARMA ON TIM HEAD. ANCHOR SCHEDULE-CONCRETE&CLOCK SHEET 13 4.AUL ALUMINUM EXIRUSDNS SKULL BE ALUMMUM ASSOC YON ALLOY AND TOAPER AS INDICATED ON SHEETS 2 AND 3.WMIUM Y=STRENGTH FOR 6063-TW AIM IS 31.7 MI AND 35.7 ME ��SLE-CONCRETE&MOCK SHEET 14 FOR 6009-75 ANDY ANCHOR���-'����&�K SHEET t3 5.ALL SCREWS TO ITE STAINLESS STEEL 304 OR 316 ASI SERFS OR COMMON RESWANr COATED CARBON STEEL AS PER DN WO18 WTH 30 Iml WL YMD SMEWTH AND 00 kd MN.TENSILE ANCHOR SCHEDULE-WOOD SHEET 10 SI 04M&SNAIL COMPLY W/FLORIDA KnOMNS OWE SBCiDN 2411.3.3.4. IN SCHEDULE-WOOD SHEET 17 - INSTALLATION DETAILS M-R.WOOD SHEET 18 0.BOLTS TO Be AWM A-307 QALVANMM STEEL.OR NSI 304 OR 316 SIM STAIN STEEL WITH 33 W MINIMUM YIELD STRENGTH. INSTALLATION DETAILS S-R.WOOD SHEET 19 7.SEP TIE FUHLO 4 SH13E S FOR ANCHOR SPECIFICO)OM W BLADE 13.14.13.16.17&26A ENO CONNECTION DETAILS 7-12&r.WOOD SHEET 20 W BLADE :26. W BLADE 0 W MM N UNISON.13.14 a 16 AREA 3N HN BMF(b ONLY NL THS BERTHA jRV.ACCORDION SHUTTER SYSTEM!BEARS A U.S.PATENT 116778.562.ODWOHETOS OF THIS APPROVAL ARE COVERED.N WHOLE OR N PART 8Y UM PAIENr 115450.178$SUED to TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 21 FASIERN METAL SUPPLY.INC. INSTALLATION DETAILS AA-Q0.CONCOE SHEAT 22 8.IF SHALL BE THE RESPONSIBILITY Of THE CONIIRNCTOR TO VERIFY TIE SOUNORFSS OF THE STRUCTURE WHEW MUM IS TO BE ATTACHED TO INSURE PROM PNCIIERACE CONTRACTOR TO CENEEiMATE DETAILS FMD SHEEF 23 SWCAUUC ALL SHUTTER COMPONENT EOCFB M1 ICH RDW{.TIM FASTD"N CONTWOUS CONIACT WITH THE BULDI NG TO PREYENF W2ND/RAN INtRUSION, END OOMNECQm DETAMS 1-6&T6 WWREFEALOCK SHEET 24 10.EACH UNIT MAST BEAR PERMNiEJr LASH N A VMM PLACE WITH WARNING NOTE DURING MOODS Or HURRICANE VVIRRINCS HOME OWNER.TEIWHF.OR C RIMEt3.MLSF PROPERLY CLDSE ALL M00Q UM SPAN TABLES SHEET 29 KN MD HO CEHIO MATES AND ENGAGE OR LOCK ALL HY AND ND LOCKS. ANCHOR SCHEDULE.CONCRETE SHEET 28 111.SHUTTER MUANFAC URER'S TAI EIL SCULL BE LOCATED ON A REACKY VIS MILE LOCA110H N ACCORDION SIMFM N ACCOTIMM WITH SECTOR 171181 OF FLORIDA WRONG COOL ONE LABEL C� SHALL BE PLACED FOR ONEFY o"N0.LAMMKN TO COMPLY MITI SOCTON 1710.82 OF DE FLOAOA BUILDING CODE ARA 4., RV W NMW BLADE(W ONLY 12.SMEMN INV.ACCORDION SHUTTER SYSIEES NSF1141AlON VAL COMPLY WM SPECS"WATED N TNS ORWNG PLUS ANY BUDDING AND ZONING RECis RATWNS PROVIDED Bt TIE MRSOIC ION WHERE PETUEr S APPLIED T0. TYPICAL WON BLADE R MOM MEWL SHELF 27 13.(a)THIS P.M.PREPARED BY THIS OWEER S GEREFDC AAD DOES NOT PRONOE WORkJOON FOR A SITE SPBCITTC PROJWF u.WHERE TIM WE COME11016 OWRIE FROM THE PS0. MWAI.SHUEFER OVATION SMELT 28 (C)CONTRACTOR TO BE RESPONMM FOR THE SELWOON,PURCHASE AND NSTALIATION NCLIJOINO LIFE SAFELY OF THIS PRoouGr.BASED ON TNS PLED.,PROVIDED W4SHE DOES NOT DEVIATE AREA 5., W MOM BLADE C11 ONLY FROM THE CONOTWI S DEMO ON TIPS DOCUMENT.CONSTRUCTION SAFELY AT SIM S TIE CONIRACTOWS RMON91IR ITY. (a)THIS P.E.D.WILL BE CONSIDERED MUD E ALDRED BY ANY MEANS. INSTALLATION OEFAIIS.MEAL STUD VJLLS SHEET 28A (0)SHE SFWM PROJECTS SHWA.BE PREPARED BY A ROMA REGISTERED ENDMM OR ARCHOECT MDC{WILL BECOME THE EK.YNEER OF RECORD(LO-ft)FOR THE PROJECT AND Mia WI L @BEE RE"MM FOR THE PROPER USE OF THE RE0.ENGINEER Of RECORD ACINIC AS A DEfCATED BMW TO THE P£0.EFKONffiL SILL SUGw To NNS LATTER FE SHE SPECwn (e)MORAL PFA.SIWL BEAR TIE DATE AND GRIDWI.SEA.AND SWARM OF THE PROFESSIONAL ETCNEER OF RECORD THAT PREPARED T. FLORIDA OW ING CODE Tal High Vewty Hurricone=006 0 -♦ ,II %%11111111110,11,AA MD 2013 EASTERN MEW.SUPPLY,INC. "A THIS DRAWM SHALL ONLY BE USED TORI ��•��Qti :.X/F 7j,4, �- SMTHA HVTu OBTAIN pIRM1TS IN THE STATE OF FLOiLIDA Asm S A „ ,� Accordion Shutter System ,a a 7tz• 11 American.Shutter Systems Y.BI WE N.KoLRSUI�rIgTi HY.Wimwx W.LTt M�L MLLFT TES)TNO A ENOINEEEEINO COMPANY I•: S7 :7(•� a=NX MIX U.St..aft VVW Mt GAIMO Y,.R ORDI 337 Asaaclaltonl Inc. 1 OLD 11-11114 7Nf}5jii D4L" OS 13 i $• Imam.(306)671-1650.Flu:(305)871-1631 4268 Westraeds Drive 2 DRAWING No �.a`g `. . L 19 mm West palm 0soch. FL 33407 s Nr .,4RIDA,: 4,. •ii,,,S'S/0••••••tgs 0WALIM A TIER.Y.P.C. 4 15-084 E.E. s' 4 t_.- 70ATtE ltosw U./44167 : SHEET �. ... ... &�NL3Lti11td�1C�t TOR aW00 9AK e , aao 8 1 HV SOLID BLADE 2 HV BLADE ��' ® A }J�9d'f 180 STRTER O O (j)HV UNIVERSAL FLOATER / QLALLFIED USE W D UNDER US PATENT; 458179 COVERED UNDER US PATENT 179 QUfUJFlED FOR USE W/HV BLADE tO&Q O4 HV DIRECT tiIOUM HV BUDE & l(� 6005-75 ALLOY AND PER ND 1 6003-T6 ALLOY AND TEMPER 6063-i6 ALLOY A TEMPER --- QUALIFIED FO USE W/ z*SEE MITATIONS OF USE BLADE®ON SHEET 28 _ BLADE 1 & ETAPER - .379- — 6063-T6 Y A D TEMPER FC uv 1 7 ..- ADJ—E� ---® - - --- 4 660• 9 1/4.2001/4'-20 GST 2.20J' FLAT HFM 1MAFi1DkD 1g051q EWY0 t 4•_p .745' BNOD PWKM pal .29 ( J k' PANTED NT � o S+uaD m m S TIWN K+MB. � e7s• 1 31 suss crlaMFn BUSS cntloEn . .� PaLAl1 FD)(COMM (0fWW PLATED) 2f HV CENTERMATE - ,yy�� n_ _ ® HV LOCK ® HV EGRESS LOCK QUALIFIED FOR USE W/ HV GLADE 1O& ONLY IES/ HV FLOATINQ �� 75' QUALIFIED OR USE W/ HV QUALFlED R USE W/HV 6063-T6 ALLOY AND TEMPER QUAA2L1FF77ED FOR USE W/ W BLADE 1 & 1 ONLY g(/ID ONLY. B ®ONLY. _-. _ ___ 6063-T6 ALLOY AND TEMPER (2� Hy CORNER CENT — — off E 1 & 0 LADE & - — -- - -- q ALIFlEO FOR-USE W/HV GLADE 1 ONLY- _ 250'o.a - - - -- --- --- --- ------ -- _ 871• 6063-76-ALLOY AND TEMPER --- - - -- _- - -- PLASTIC .7 9 4.045* 2 TO v 2.079' 1.7m, .- --- -- - -- -- BEFORE •AFTER RIVETING RP"NG X S.S. THUM65CREW I "O-20 RIVNUT* +J *SUM 0444 91MM(2024-T3 ALLOY)URGE FIANCE THIN SHMr NUISW.PAW i 0920.A4 MV IFACIURED BY AVDEL 1 2760• I ® Hy ALE n " 4.568 CHOW MaDW PAWTENY.NEW JOISEY 07034 OR EQUAL PUN FRONT ELEVATION LOCK CENIgRMATE LOCKER FOR "T" LOCK CENTERMATE QUAMED FOR USE W/ W BLADE 1 ONLY ® HV FEMALE "T" LOCK CENTERMATE ® QUAL"T" LOCK ® HQ LIFTED to USE I W O 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ FIV BLADE(PONLY QUALIFIED FOR USE QUALIFIED -1 ONLY. QUALIFIED FOR USE W/ HV BLADE T ONLY 6063-T6 ALLOY AND TEMPE W/HV BLADE(DONLY. 6063-76 ALLOY AND TEMPER 1.9 ' 5.181 - o �Q /111`' CRNl8NRN �• os3 Y .\�`{IWI{I{'-ice' KEY ClR OR .274•' '��� 214' - .545 n 00 0.075'16n. 1 .125'MO O3 ° o QUALIFIED F W/ HV BLADE 1 & ®QUALIFIED FOR USE W/ HV BLADEQ), &(2) 3 . CQUAMED LLOY AND TEMPER 6083-T6 ALLOY AND TEMPER m VARIES t2•MIN. QUALIFIED FOR BLADE 1 ®& 2Q r L /4•NO ss oR 3/9•r+9 1 60 ALLOY ND �RN CUUL iIUYeSCRnTS. d1/2' C UNDER SF DLTAJLS go OR KEY 115' _ 1.3 CYLINDER * 1.78 Mai LOCKING RODS 1p. ® HD LOCK FOR USE W/ HV BLADE 1 &©63-T6 ALLOY AND TEMPERO I'N' 3�[$`0-16 ACETAL t�L�'4" 0-20 AISI 304 6Y REGEQU HARDWARE MORTISE LOCKS SR05 2333 HOOK&LT LOCK. ATION WILL REQUIRE A 7/1 - OLE THUMBSCREWS QUALIFIED FOR USE W/ HV BLADE 1 , &T TRACKS FOR PROPER EDMENT QUAUFI FOR U BLADE O&© QUALIFIED FOR USE W/ HV BLADE & FLORIDA BUILDING CODE Non High VelocityHurricane Zone ��`55``��,�R...�•��t/lA�'i'' 0 2015 I STM MEri.SUPPLY.INC. BERTHA HVTM • IL E C O �Lqc. A.S.S.A■ Accordion Shutter System Y7 j7�: H.V.RUNE 1 W DR W10 ILV.WHO BUK do V.BLADE American Shutter Systems CESCR,Pnox DATE I OR&M ar: M.L. fl STATE TILUT TESTING & ENGINEERING COMPANY OF os JQ m "''3NR s+ Sb.30.V69D0L GNm°`'E1Dm1 3310 AssocluflOn, Inc. 1 DED 1t-lot a/1T/Es EwTc 04/13/15 4268 Westroads Drive 2 Phmo:(305)871-1530.I-:(305)871-1531 DRAWING No %,�FSS� ••• 'NG��o`��� ®tee 17 s West Palm Beach. FL 33407 4 15-084 AipAArFQINAL pLtp�� FLFwOREN Vc f 4ilei 6 SHEET P.E. SRE/DATE 9 3 OF 28 C 3/ee 41 4 SHUTTER ASSEMBLY SCHEDULE FOR. 3 HV 1 HV AND HV BLADES. O HV BLADE 1 39 0 ^ _ - HV _BLADE 1A HV BLADE 2 I 1 or 47 4 HV-LONG-RECESSED=NYLON=BUSHING=- -_ - - - - - --- -- -- n ® HV SHORT RECESSED NYLON BUSHING 31sm -®-__HV-NYLON-HAT=WASHER - _EXTERIOR —478• HV WHEEL CARRIAGE AISI 302-303 SERIES I 41 47�• 1 0.870"x3/16" THICK NYLON WHEEL. 0.188"0 AISI 302 SERIES S.S. RIVETS 3 1 or 4 or ®3 ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD * REQUIREMENTS) Q®ar(D f HV 2 3/4" ACCORDION PIN W/ #8 HEAD �` EXTERIOR ® POLYCARBONATE IMPACT RESISTANT HV WINDOWF I (1a® ® I I I or (SEE SHEET 27) $�z 3 s TYPICAL SHUTTER ASSEMBLY (1)W PIN®SHALL ALWAYS BE USED AT ALL DaMOR SCALE: 3/8' = 1• EX PIN R OR AT EXTERIOR B077OM KNUCKLES OF HV ACCORDION SYSTEM W/w 1D OR e0.324' BLADE'S KNUCKLE. HV®BLADE 3 (SEE NOTE; FOR (2)HV PIN®MAY BE USED IN LIEU OF®AND ONLY AT 'n,P• O REQUIREMENTS) EXTERIOR BOTTOM KNUCKLES OF W ACCORDION SYSTEM W/W O I ` BLADE WHEN CORRESPONDING TO INSTALLATIONS•CC•AND SHE Er 22 e> I I I (3)W PIN®OR®W/1/2'O.D. 1/16'THICK S.S.WASHER SHM1 BE USED FOR•DIRECT MOUNT IWALLATION PER DEVIL X. WHEEL QARRIAGE DETAIL SHEETS I1 &24 ASSEMBLY LAYOUT N.T.S. N.T.S. a�atuuLlungp FLORIDA OUILDING CODE Non High Velocity Hurricane Zone off ... i� 0 2015 EISTERN METAL SUPPLY,INC. '�cEA1 :"�= BERTHA HVTM "IL E C O iNc. A.S■S,A. Accordion Shutter System tF= American Shutter stoma U WX t w OR V/0 KV.VM BM 3 RV.BUDS TILLJT TESTING h ENOIHEERING COMPANY °tea DATE DRAWN By'. M.L. .c '� Association. Inc. i orn 11_114 w/la/le arc o4 t3/1s % ( axis KW.xm.St.$to.sm,Vf=&%r.AnDIM RoMM an / 0",_��`� R'°"°'(305)871-1530,„yMFml;(sos)afit-tsst 4268 Westroads Drive s DRAWING No s/ONA`E%% # wrLt+n®A�mur71Jr P.E West Palm Beach, FL 33407 4 15-084 P.E. SEAL/SIGNATURE/DATE �oRD"u`1x+187 a SHEET a a ®• a 1100 TO . LOCKS AND CENTERMATES1.LWTOATDRY COlE![[TON_ate ONE tri LOCK a or!�SMALL BE USED AT 1j2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORB 2 OF SHUTTER SPAR FOR SPANS UP TO 185'.AND i8R itIST TF7N5 T ANY ELEVATION. HV LOCK ga'4 MAY BE USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHED T8V OR 4 CENTERV ATES&(W4 tI4•d-2O x 1/2'LONG FLAT HEAD is.MS.toc iON OF LOCK SMALL DE AS INDICATED ON TYPICAL. AnON. ,pp�,�, R BETTER SWUROY To 2OCKflES�9.���Y IBE U�SERDEi AN INSIDE OR OUISITOE LOGE.CONNECTION OF PLOCKS 70 URPOSES,UC171lFJtLlA7ES OR %(W BE AS INDICATED.BE ON NOTE tt)ABOVE, . L.OG OF LOCKS SHALL.BE AS INpICA ON TYPICAL SHUTTER EIEVAfIpN. _- - - - - -' - --- - - - - - -- --- - - - - -_ - - - - - -CONDITION - �� LOCKING Rt)DS ARE NOT REQUIRED AT URRtCANE PERTAIN BUT MAY a °A E USED IF D 'IRKED% ENMN E SHUTTER P MANCE LACKING RODS 4-0-9-96(y OR AN ALTERNATtuE-DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). ONE NV LOCK® BE USED AT CORNER CFT(TERMAIFS FOR ANY SPAN - - - --AND-iNSTitLiATK}NS AT- EIfVATKSH.HV-LBCK -or SH4t1 -AN-OUTSIDE-OR INSiOE-LACK:- i—-- --- -- - - -- — - - -- — -- -- -- -- -- - ATTACHED TO®CORNER CENTERMATE WJ(2) 1/44^20 x 1/2"LONG FAT HEAD SS.MS,TWO LOCKING RODS® . AT TOP&BOTTON SHALL BE USER.LOCATION LSF LOCK SttNl BE AS WDICATED ON TYPM SHUTTER ELEVATION. Npo-Nvc_ MAXIMUM SHUTTER SPAN SWW.BE DErERmiNm AS PER SCHEDULM SHOWN ON SHEET 12. SIE a ai �F 5 EM ALTERNATE 10.MANMTOW.ONE ALTERNATE HV LOCK MAY BE IN UEU OF ttv LACK or FOR ANY SPAN AND O SH92 ;: pft UtS7 nON:AT ANY ELEVATION.AL TE LOCK MAY BE USED AS AN OE tNt OUTSIDE COCK.ATTA.CNM£NT ' 1 OF 1/4'0-26x3/4'S.S.THUMBSCREW TD®OR®CENTERMATI•S SHALL BE MADE W/ 1/4'4-20x3/4'ALUM. RTVNUT AS SHOWN ON SECTION NYE.SHEET&ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO 1 Cogs �•, LOCKS AT 1/3 OF SHUTTER SPAN. *NO ES ON HV "T" t=KS AND CENTERMATES: �ONE wmHATE FN'T'LOOK MAY 8E 1 IN UEU OF W LOCKS OR FOR ANY SPAN At¢D CCOFW4CTION IFTSTALIA AT ANY ELEVATION.ALT HATE LOCK Y BE USED AS AN INSIDE OR IDE LOCK ATTACHMENT DETARS ON o F L: x L J x O P a ■ v >! x OF t.00K DICLUDES USING REINFORCING E9CKER r AS SHOWN ON SECIION Min,SHEET 9,WHCH MUST Be SHET:T 11 16. CONNECTED TO CENTERMAIIS @ AND®W/ 1/4"0-10 x 1 1/2'LONG S.S. THREADED BOLT WJ 7/8'0 x 3/32' FULL HEIGHT. WINGNUT OR W/ 1/4`d-20x1'S.S.M.S.INTO A tJ4'0x 5}8'RHMUT.LOCK LWY BE INSTAlt£D A7 LCDSPAN OR 12' OF CORNER MMIMUM ABOVE AND BE711W MIDSPAN.USE OF TWO LOCKING ROOS @ TOP AND B=M IS MANDATORY. CENTERMATE *NOTES ON D-LocKss• 1. { g �IVIONE ALTERNATE LID LOCK®MAYBE USED IN UEU OF HY M ORO 4 FOR ANY SPAN AND iNSTALLATlON5 AT ANY ELEYAnON.ALTERNATE!e LOCK 0 MAY 8E USED AS ANRONFOHCEMEM INSERT.NSIDE OR (g AS SHOWN ON SECTIONS HDB-LOCK.ATTACHMENT OF NO �ANDTO�LM..318 x SHEET 1318' BLOCK MAY BE ItWMM AT WDSPAH OR 127 MAOMUM B£LOM OR AWK MIOSPAH.USE OF LACKING RODS®IS COMPLETELY OPTIONAL TYPICAL 1 HV BLADE SHUTTER-EL ION N.T.S. 111uIItt+F FLORIDA BUILDING CODE Ilan High Ve!ad Hurricane Zane `g / ij� 0 2015 EASTERN METAL.SUPPLY.INC. � BERTHA HV- Accordion A■r .a�■A, Shutter System N.Y.BLADE 1 W GR N G H.Y.TT✓AM BLADE&H.Y.BLADE American Shutter Systems w DET MPM Aix 1xrAYRI Orr: M.L. :SFiCxA iO�[ TILLIT TESTING & ENGINEERING COMPANY Association, Inc. F-2 oca 11-434 04/13/15 ATE 04f13 15 JJ °'a'"'w Sou`S''sl'305.VMru ONWO`ROMA 5" 4266 Westraods Drive Pt—:(305)071-taw.F-:(305)071-1531 DRAWING No ONAt EN ' 01°°� West Palm Beach, FL 33407 '5-0$¢ rptp H TM �, ITER A. .IT Jr.P.E. SHEET E. SEAIII��lATUREjDATE } u1a7 5 8F 211 "'� POURED CON ETE OR CONCRETE�BLOC1r / POURCO)OMED POURED xR CONCRETEAtNCHORS RZ:QUIREP CONCRETE ANCHORS 4•WE SCRETVuS.S �REQUUIR D REQUIRED SEE SCHEDULE ON CONCRETE ANCHORS S7TEET 13) (SEES 13)OULE 4N NIjIIS/®•1�O.C. (SEE SCHMAX ON SHEET 13) MIMI LEn• 1/4"s-2ow7/4'S.S. un. OR 18 "E E - �R 1. D.C.V-2a Nuns 4.s /2• .250' _ _ 3 OR 5 D .250"lAcx. O' � � ym. E OPTIONAL _ 7-' --- - - - - — -- -- - - - - w -tU2 - ssEniE er smGLASS "s1lm wn° OR ®� EXISTING .SEPARATION__.._---(SEEEE SCHEDULE SSHEMWET 1 ETnsm7G RA�smaQr� I AIN.SEPARATION TO GLASS i GLASS r`(SEE SCHEDULE ON SHEET 12) BOSTING _, GUISS-��i___ _ HV WALL HEADER INSTALLATION B� H/ WALL HEADER INSTALLATION £)(i511NG , i MIN.SEPARATION TO GLASS ®� i (SEE SCHEDULE ON SHEET 12) i i Dt9E , 1 OR 187.SEPARATit}H 76 GLASS ' ' 1 �-� , E I (SEE sCl¢6ULE oN SHEEP 12) i aN sE T sn RIR 2 KR CLAW 0 aAOLsma� � ooSRNG � V,—oPnoNu. *_-- I t� 1/4'Mox. E OPIIIAL r R 13 DR O$ E 0. I 0 s \ /2- __ O 1/ 13 on 1" ---- 4 -^- 1/4'0-2Dx3/4'S.S. ' EG_ P}g(;!}ps TRUSS HEAD 1/4'0-20x3/4's3.PHILLIPS SCREWS USING CONCRETE TRUSS HEAD MACHINE SCREWS CRETE ANCHO 1 18 r 1/4--20 Nuns RD 12'O.C. (SEE SCHEDULE am W/1/4--20 NUTS o 12"D.C. (SEE SHEET 13) WM. POURED CONTCAEfE SHEET 13) POURED OQCONCRETE UBU=B OR CI= RETE ANCHORS WALL D (�SCHEDULE ON HV TALL SILL INSTALLATION, POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WAW.REQUIRED BY WALL SILL. INSTALLATION NQE FOR COM13TKMM OF SECTIONS: -- INSTALLATION DETAILS Wf 1-SEE SHEET 4 FOR TYPTCIR.SHUTTERASSEMBLs E D.,�EDGE DSTAtiCE ♦SEE LT ATIONS OF U5E FOR BLADE A/'� .. 2 Y NG SECTIONS CAN BE COMBINED (SEE SPEaRrATIOn ON SHEET 14) BLADE ON SHEET 28 H Y`, BLADE {N ANY WAY TO SUR MY INSTALLATION. FLORIDA BUILDING CODE on High Velocity Hurecone Zone 7!(7N'''a ®2015 EASTERN METAL SUPPLY.INC. BERTHA HVT \GEN S '.% --- ASS A . , , . Accordion Shutter System Y.WE 11 W1 OR 110 H.V.MNDOW BIDE k KK WE TI TESTING a ENGINEERING CGMPANY AmeEtcan Shutter Systems n[SfAmm DATE DRAWN BP M.L. STATE DE Stas jcw 3aa.a sR, +u + / Association, Inc. 1 ao it-1u at/3 1 a+Ta O4)13/15 PM..;(So5)an-1530.Fa;(3D3)B71-1AT1 4268 Westroads Drive s 4-M.9;t1t..000.00m West Palm Beach. FL 33407 3 DRAWING No LEv��Ob``�` WNiTREA TWTTiJr.P.E. 4 155-084 P.E. k` Ltj�t(1Y+h1Y�RE/DATE �omO.u. 111"1676 SHED 28 POURED TO OAR OHS 1 OR j 1 »amKnAr- HE40 c7ONCRETE ANCHORS O.NtF1R nm COHCKM (sEE scHEDH><E oN sHEEt 1e) M104muz Of,8�ai . WL SWAN" D[Li'SIAS IF NrN : 7APPUCABUE CQSF iOSFMANCHORIR.00Al10N „ar, f2'aC EOFIF7 -- = ---5T t4)— - - - CAs,E IF ALE EM rt -OED.I£OH�... .. - �.--.. — �RROM.. ._._ 9tH SNFET 26) , QAW HEW” WAD ANCHORS t OR ®• a D (SE SCH!tU OWN S1 D1 f 1 I$ENCB INST � T,�lON aa.:® N4JD CRYY FOR UP TO+70.-74 PW �!_NY WALK—OYER INSTALLATIQN=. -- ___ — ssv�cRarncs_a_fuR_ss:nns-eFg= - ---____ (�-j�V-FLOOR—iNS7ALIATIO "t- —--- snH>rxn.E,fs, sHEET iz 0 Hy CEI ,LNG INSTALL&M CONCRETE ANCHORS : ,ssaHju4R>:ON i— — --- IT I 1i !I I"8a aa�t m am GIASS ; , 1 To CLAM I D i/4' 13 1 R 3an I 1 14'M WASHER TEX - - 1 e. scRexs o -- //403(4' HEX HM 12"O.C. } ' 7l1t SCREWS o V D.C. CONCRETE ANCHORS _ = g *� itic3/i'S.D.S. OR IW/,4'x20 SS.RS. ? ( SCH}DU}E Cy e t o D^o.G t7 18 1A,t O A'QG J SHEET 13) @ Illwl/4^F.H.SQS EDGE OF CONCurTE ON$NOTENFEi 13(0) 1 7 8' 1 7 eSLAB F CONCRETE ANCHORS SEE NOTE 13(0) on cONCArm MAICK 1 O RETE W= (SHEEP 1yEDUE APPUCABLEON ON SHEET 1 REQUIRED OONC . ,. R£OCONC Q HV WALL WALKAVIR IMMLLAMH POURED ® Hyl WAS FL00R INSiALLAMN ® ARD INSTALLATION t INSTALLATION DETAILS W/ t TMs � HV BLADE �"-�MR CO _NAMOJ c •&A-EDGE DISTANCE aE31ovlBtE ♦SEE THONS OF OSE FOR 1-SEE SHEET 4 FOR tYPHCAL SHt1I1ER (SEE SPOCOHGMa ON SHMr 14) 00 ENTRANCE AN Of;ERABi.E EXIT 61ADE ON S W 2e ASSEMBLY Na"IM SECTIONS CAN DE CONFINED FLORIDA BUILDING GODS 4G Ill h Yeloci 80lflCOna=Ona N ANY WAY TO SUIT An 0WAIATHON. N1411n!! 2013 E6RORN IrEu1 SUPPLY,INC, t1A A. A S A BERTHA HVA ' ECO r1. Accordion Shutter System tF; - �� E w d INC. ■ w ■ ■ Y.BADE 1 W IM 1/0 KV WNW SIM a U.M" EER COMPANY American Shutter Systems DESWRl"I DRAWN R1: 11.L TILUT UMING&ENGINEERING Aesactatlon, Inc. I OLD 11-,R o4/+3�1s aAm 04/13 IS G1�.s,� OF r mss xt 3s0.st,310 Sea%W M GNMIX PAVA331IR Phew:(30.3)811-1330.I=:(3OD)871-1531 4268 Westmads O&e 2 DRAWING No [R. #, k-utecaoaol.cam West Palm Beach, FL 33407 3 ,� —Qg4 4 ;ryjYllL�� �`\��� WALIM A TLUT Jr.P.ESHEET E. SfAL1��NE.IURE/DANE FwHmu X. I«1e7 4 7 OF 73 SEE"am ON LCCKNO RODS®.Nv IDCICSQ o'® 0 `r INSTALLATIONS .W/ 1 HV AND ALTERNATE W LOOK®oN sllEEr e OUT IN ,I E�cLSTII+c cuss o **BLAoe�c DUAL HVT 3 VAIJD EOR ALL BLADE V HV CENTERMATES ---,aN I„tN eLwc) w 6 + �+8 10• a OR SEE END WALL CONNECTION ,0•®a©' '�®'®mEXISTING GLASS MAILS @Oa (�z x I O.®al®.®aa�.6alOs 3 1/4- 7- s 1/2• �• - ANGLE W/(2)1/4Y TMCON 1/2• PO NG SYMMETRYCAL ANCHDRS To cot7LTLETE P - (ror/DOTMU)rt - I- - - -- - -_-CENTERMATES ___ — - -_GENTE ',1TES - ---- -_ -- --(4)/10x1/2•S.IA.S To IUUE I /10x3 4"S. ., 12•- _---- - - _.. �-y:- - _ . �.)_v+�+ _ --- --MIN. GLA ATION AT Tom,ANGLE.(,,,�) ac.FULL��, w/Lu LOCK or QS) - W/ HV LOCK or ro class 5 ® a * 35* FIN * 3 ONESHEET 12 ®�«®�©.O� °°e0a 10•��°° 0 --- OUT ®a ,o-®«�®+®°©•®�. HVA H B HVC POURED COW-REFE©•O+©�©+O-@-a I ) 10 ®°R©+�a .®aa �EJOSTING CLASS E&.07 WALL c - ( SYMMETRICAL 6--. 7 - EM ®+®0°09*® �'�a Glass" CENTERMATES* * IN 1JIN TO GLASS P noN 5 1 v` �Y/ HV LOCK LI�6 OPnoruL + (SEE HEEr 12) MIN. IN ®a * '� (INTERIOR) ®+®°R 19+®pi�+�piO ON SSCHE 12) ULE SEPARATION TO class aPnawv. (SEE SCHEDULE ONTERIOR) -— ----- ON SHEET 12) OU ------- ---------- CONCRETE - - - ' '� ANCHORS 0 VAR E5 3 � * OUT B 1/2•MAIC SLACK HVD oUT (°`EfaR) H HVF** N1111111U/y FLORIDA BUILDING CODE on High Velocity Hurricane Zone ``po!(Q••,.�••••••..✓�'4i�i ®2015 EASTERN METAL SUPPLY.INC. J�ENSF 131ORTHA HVTm Accordion Shutter System A■S■S■A■ V.NApE 1 W1 OR W/O H.V.MN"&ADE&KV.BIME American Shutter Systems r,• T�crartal wrL oRAwN eO M.L T1LUT TESTING & ENGINEERING COMPANY ,O P:•2g e355 N.e.Wth-SI.,51..sm,VMM Gismos,FLAROk 331V Assoclation. Inc. 1 aln 11-114 a/la/Is ate 04/13/15 r� -FLS Ph—:(sw)an-1530.ray:(sos)en-1531 4268 Westroads Drive 2 O •...,, DRAWING No 7*41 3100\- W��®—A.�J- West Palm Beach, FL 33407 . 1 $_084 '''AI 11111111111111 , ALMILORILTX/µ107 5 P.E. SEAL/SIGNATURE/DATE 6 8 H POURED ErE POURED CONCRETE OR POURED CONCRETE OR CONCRREEEEtR OOCONCRREETERETE CONCRETE BLOCK WALL BLOCK CONCRETE BLOCK WALL REQUIRED BLOCK WALL REQUIRED BLOCK WATT REQUIRED REQUIRED �IX1571NG CLASS ExtSiRNG GU.SS =7 2'NI ESS+L"RNG GLASS CONT MICR /—IXISRNG GLASS Z 2'MIN. T Ta GLASS W. LASS(RQ7 — '+ ON (SEE Lel SfPORADON ON SR#ET -yiU� i 1 TO ro aAss(SEE CLASS12 etAEE@. _ EQ 9a�EDLIE CN 9EkT 1/16'x7"MAK. ON SHEET Q 122 FDA - 12 FLYt RADE @ANO (6O6S-TB}CONT. _ - —Sti.LT 28 - i/Y •1 TON2 SHSHXr 28 Ara ALUM,- (LOCATE AT t a7 S1EET 28 FOR ALUM:{CLLpOGSER - / t3fIDES@e Q3) F----I aunt's@&dd SIDEaADs@s0 a7AEiTHER51� 'MN 1 OF 5) of _ ( JF USE 7 OR 2"MAX. 1/2•TIN. _ .. _ ... _ _ ---- - -- -- - ._ -- _APP LE)x2•xl/&'w-z• flatv2•-SN.S:--- - 1,- _._ ._. _.-. __. — -_ --'-- (A dIN1M UP ANGLE .. . 74x1/2'SN ..+_.,.__ 9 16"O.C. __..._--- ` (6063-T6 AT MSDNEIGFTT (1)/70x1 2•S.M.S.Tap& 4 , (2)1/rO ANCHORS TO SLE OETAR S(F WALL AT O.C. (LOCATE AT 5 --- SIDE CONNECTKIN -- t-'OR' - ----ETTHER-S -OF(Q') - - ---- -- - - OR ({A'- - SEE Dt7All x FDR t OR TO TRACKS SIDE CONNECISDN a{�a b0•TOa 6 •�°A SEIESIIDE C ETAILOWRf DON - -C}s.•da0p1�•®a ■ s 6 7 0 +�a TO TRACKS a 6 7 ,CBS •1'�•• ®°11 b®�' •®� TO 7PACIfS 1 '®ao-0-0•®a a0:0.8. 0- 8 eQ•�@+07• a 6.07 •0,x@.0+0c. ®•®a®•d��•®n0 tO•Q�®•( -0•®aU D C 0 1� END CONNECTION DETAIL Q END CONNECTION gETQ .1•REQ POR SPANS GREATER THAN 7Y-a' POURED CONCRETE OIR IXISTIIRG et ^^� CONCRETE BLOCK WALL ————— EXISTING GRASS rl REQUlREO _...__ GLASS ------------ wm I �� O 16` .C. Y ___ ___ _ Mra STAYNTION ------- g g @C7R iS2�ES ON SI' CONT i f2'NTN. To CRu5(STT - -`_-__- ----Y-- -- /:'], ON SHEET 28 FUR ANCHOR 0 1�2 F�BIME(D � ----- ---' ©� 1 CR@ coNCfl£IERADM @8 t2•D.C. 5 �@&� --- - ANCHOR Q O.C. t 2 NLN. --- 4 .C. - -- ___ _ ----- _ '1AR__ __ OR@OR@OR ---'-- Ea �y /� VIEW y 2'MIN. 2'NLN. BADE A'N SSHNS W FOR {7 GRI ORi7 gtOR� SILI.L_L 5 1 OR Q�' • JAN DETAIL X�J I OR ®' t� ®a©COQ©°'�•�°' POURED CONCRETE OR ^•��V'7U'8 t .®°1 $ L TON CONCRETE BLOCK WALL ( .p��p .N�Q•�d REQUIRED &0-0-0-0-0- 1 HV 13LADE OR HV WINDOWBLADE INTO @'�'�'@•�'®'� ®'�°"®' _,G�'�°'� CONCRETE OR CONCRETE BLOCK WALL. END C-ONNECTION DETAIL(9) END CONNECTION DETAIL �3 FLORIDA BUILDING CODE It«R Nth Velocity Hurricane Zane ®2015 EASIM METAL SUPPLY,INC. • �'r ,; BERTHA HV- T E C O ANC. ■ ■A S■A■ Accordion Shutter System Y,&ApE11111 W OR X4 HY.WNDUt!RADE&N.Y.BLADE nitrT TESTING x ENGINEERING COMPANY American Shutter SystemstEv.w OESCRWTm DATE I D"WN m: M.L STATE Of Z Baas NX.San,Se.51,.Wa.VMM WMXSs TTnua 331 Associattao, Toa. t OLD»-w al:s/1s GATE aitT3fts Ph—:(305)671-1330.Fa.:(306)871-1531 4288 Westroads Drive 2 DRAWING No nw s 6nemdool.mm West Paim 6eoch, <Z 33407 3 r1p.E. 15--084 ONAL� ` WFFLOAOA U.f 1767 5 SHEET EATE 6 11 OF 28 SCHEDULE 11 SCHEDULE N2 SCHEDULE N93 MAXIMUM SHUTTER SPAN' "L+"OR 'L-" MAXIMUM SHUTTER SPAN* 'L+" MUM SHUTTER SPAN* -L+- (ft.). FOR O / ­­Al OR 'L-' ( .) FOR R "L-" (ft.)*INSTALLATIONS INSTALLATION LEGEND NOTESi®ar or � INSTALLATI�W/ ETRIC.A7 c CONCRETE doW/ ONE H.V. LOCK or or or & W/ ONE HV LOCKS MA N8ORY W000 (1) L+:MAXIMUM ALLONABLE SPAN POR A GIVEN HD LOCK ®W/ NO LOCKING RODS or ONE HV LO ® OR W/ NO LOCKING WALL A B, C, D, E M, N, O• P, QAS•D.POSITIVE DESIGN PRESSURE RATING. CENTERMATES®dc®W/ ONE HV "T' W/ NO ODS MOUNTING F. K & L R. S &V. L-' MAK ALI ALLOWABLE SPAN FOR A GIVEN NEGATIVE LOCK®W/TWO LOCKING RODS®TOP & '(SEE NOTE 0 A.S.D. DESIGN PRESSURE RATING. BOTTOM SEE NOTE rx� GONCR FLOOR/CEILING G. H. I, 11 &J T. U. W & X (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR -- - VAX Aan QONCREIE Nt WOOD WSpOATIONS V Wax.Asn WAX ASD CONCRETE - MOUNTING -- WALL MOUNTINGS(TOP/BOTFOM)OR FLOOR/CEWNG: 8,53E aFs1al aFsa INSTALLATIONS P WALL MOUNTING F1AOR/CF70NG WAIT MOUNRomTING P ESSM RATM tea GIVEN A POSITIVE A.S.O.DESIGN PRESSURE RATING. ROM(wtd MOUIfONG mmwnw (..•1•) FLoXKt/ceuw LIOI11tnta �•) OR DETERMINE MAXIMUM SPAN-L+"FROM SCHEDULE. «oA-) _ _ _ ._ ._ (+OR-) FLOOR IIoLRNIDM. - _ _ -- __--_ _-.. .. _ _ _. _GIVEN,A NEGATIVE AS.D.DESIGN..PRESSURE RATING.___ _- ..._._. _...___ La• L- LF(1) L-(u - __ - Lf L- -_.. L4 (D) .. t-(1Q - _ _ .__ _. __ __ .._. __ _ DETERMINE-MNOMUM SPAN'L-'-FROM=SCHEDULE._- - 30 OR 16-0' 18'-0' 16'-0• 16'-0' 30 16'-0" Iw-0• 30 16'-0' 16'-0' 74 FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 4'-10' 14'-10' 15'-2" 16'-0' 35 14'-10' 14'-10' 35 15'-2' 16'-Icr V MAXIMUM SHUTTER SPAN 'L+-OR'L-'FOR MINIMUM DETERMINED SPAN BETWEEN -L+-AND-L--. 40 13'-iD 15'-2' 40 13•-10' 13'-10• 40 14'-2" 15'-2' INSTALLATIONS INTO WOOD SHALL BE LIMITED TO 15- _ 45 13'-1' 3'-1' 45 13'-4' 14'-3• 105 Psf.AS.D DESIGN PRESSURE RATING. (3)PROCEDURE TO DETERMINE UkVMUN SPAN FOR -- 50 tr-5' 12'-5' 12'-8' 13'-7' 50 12'-5' 12'-5" 50 12'-3' 13'-1- ---------- - _ -- - -COMBINATIONS-IN BETWEEN-WALL MOUNTINGS - ----- - 55 t1'-to' tt'-to' i2'-t' 12•-11' 55 tt'-1o' Il'-to' 55 11'-1' 11'-11" W/FLOOR/COLING MOUNTINGS: 60 11'-4' 11'-4' 11'-7' 12•-4" 60 11.'-4" 11'-4' 60 10'-2- 10'-t1• FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE 65 10'-10' 10'-10' it'-1- 11'-11' 65 10'-10- 10'-10• 65 W-5' 1D'-1- RATING 70 10-8- 10'-6" 10'-9' 11'-5' 70 10'-6' 10'-6' 70 8'-9' 9-4' DETERMINE: 'I' tN CORNER CENTERMATE d3 MAY BE USED AT ALL b+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 tO'-1" 10'-1' f0'-4' 11'-1' 75 10'-1' 10'-1' 75 - 0'-9' MOUNTING INSTALLATIONS LOCKING SPECIFICATIONS L2+- MAX.SPAN FOR FLOOR/CEILING MOUNTING 80 9'-10• 91-10' 10'-0- 10•-9' 80 W-10' 9'-10' SKILL BE AS INDICATED ON MANDATORY CONDITION/2 INSTALLATIONS 85 W-6' W-6' 9'-9" 10'-5' 85 91-6' 9'-8' NOTE/5,SHEET 5. FOR A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9'-3• 9•-3- 9'-5" 10'-1' 90 W-3' W-3- RATING: 95 9'-0' W-9" W-2- 9'-101 95 9'-0' e'-9' DETERMINE- 100 ETERMINE100 W-9' W-4- 9•-0' 9'-7' 100 8'•-9' W-4' Lt-- MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. L2-- MAX.SPAN FOR FLOOR/CEILING MOUNTING T-7e•a • • s•- 105 e•-7' ' W-9• 9•-4- 105 6•-7• r-n• SEPARATION TO GLASS SCHEDULE '"suulanoNs 110 6•-4• 7•-7r tta e'-a• 7'-r 115 8'-2" 7•-3' 6'-4- 8'-11- 115 8'-2• 7'-3' FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 120 8'-0" W-I1' 8'-2' 8'-9" 120 9'-0' 6'-11" MINIMUM BETWEEN 'L1+".'L2+', 'L1=AND 92-' 125 7•-10• 6'-8' 8'-0' W-5• 125 7'-10' 6•-e• WIND ZONE MINIMUM (4) GO TO ANCHOR SOIEDULE WFM FINAL MAXIMUM 130 7•-8' W-5• 7•-70' 8'-1' 130 7'-8' 6'-5' ASTM E-1996 SEPARATION ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 135 7•-7' 6'-2• 7'-9' 7'-9' 135 Y-7' 6'-2- TO GLASS PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 140 7•-5• W-11" 7'-7' 7•-6' 140 7'-5' W-11' SPACING' 145 7'-3' 5'-9• 1 7•-5' 1 7'-3• 145 1 7'-3" V-9• 1 THRU 3 150 7'-2' 5•-7- 7'-4' 7•-0' 150 7'-2' W-7' )n 155 7•-0' 5'-5' 7'-2' 6•-9' 155 7'-0" 5'-5" 160 6'-11' W-2' 7'-1' W-7" 160 W-11' W-2' 165 W-10' S'-1' 7'-0' 6'-4" 165 W-10' 5'-1' 170 W-9' V-11' W-11' 6'-2" 170 6'-9• 4'-11' 175 W-7' 4'-9' 8'-9' 6'-O' 175 W-7' 4'-9• 180 8'-6' 4'-8' 8'-8' 5'-10• 180 61-V 4'-B' 185 8'-5' V-6' 6'-7' 5'-8' 185 6'-51 4'-6' 190 6'-4- 4•-s- 6'_6' S•_6- 195 6'-4 4'-5- 195 6'-3• 4-3' 195 8'-3' 4'-3 H V BLADE 200 W-2' 4'-2' 6'-4" 5'-3' 200 6•-2• 4'-2' 205 8'-1' 4'-t' s-3- s'-t- zos 6-1- 4'-t' FLORIDA BUILDING CODE Nan High Velocity Hurricone Zone O 2015 EASTERN META.SUPPLY.INC. VyrENs •�� A■S■S■A■ Accordion BERTHA NVTY ordion Shutter System *: 4l/tel/.f :*? American Shuster Systema RV'euwE 1 W ORW 0 HV.KiNOOW W?DE h HA.BLADE € TILLIT TESTING R ENGINEERING COMPANY oESOpvro9 DATE DRAWN Y.L -o'•, STAT OF i�` ta0 K*,3w,•s S,3,��s� 31 Aasoclatlon. Inc. L OLD n-:w w/u/Is ale 04/13/15 en.:(305)871-1530.I-:(305)871-1371 4268 Westroads Drive 2 DRAWING No A, OR1 �� e-�:tift-o"— West Palm Beach. FL 33407 3 's WALTER A TWrXJr.P.E. 4 15-084 P.E. SgktY SItlf�♦1`11RE/DATE FLORIDA tXo. 44167a 1SH OF 28 91, o ©c® oilGCCOCaGecO®McciCCeBa® aaB©aa00aacaaoeaoaaaaaDaa00ao MEec®Cocaecccacecccecccecec©cacCo©cececcecoaacvocae©o DCOcccCacCOc1ca00c011AccMaece00e�ccA90ecAc©ecc©caceN i a :oc000cooccococoacccaccooCcoccccocccccoccceccocceceCoeeced o ccccccccCcc0000cccoocccccocccccccccocccccococcocecCcooco IM: amalong aaaaoaaIII aaaaaaaaaaaaaaaoaaaooaaoaaaGaaaaaaa - 8ococoQccacaaaaaaaaall aaaaaaaaaoaaaaaaaaaaaaaaaaaaaaaaall -eCCocoa000Coaocaeaoaoa©aaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa occc000loeooCOoaCflooo©oa©a©aaa©aaaaaaaaaaaloin aaaaaaaaaaa MMMMMMMoeCo®©CC0a00aaaaaaaaaaaaaaoaaaaaaaAC0eee00Ce00®dBIII.aaOaaaaaaaaaaaa0 ce0®ACaaaaaaaa .� � 0800000000008080000000000B008e000e0e0909eC099C09e00C0d0C9 = < l0000000aaaa000aaaaaooaaaaoaaaaaaaa000000aooaooa0000000000 r oilomooaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaaoaaaaaaaaaaaaaaaa = . °-DBo�DACCA9CACCA0C0oCA0oC®cC000CoA0Co00aa00oc0©c®0aCa®0aa®0oa80oaCA0aa9BAaC90aa®a�9union a99a800e0BeOB0e009C90B9e9eaaad0aB0aaa09ae9BCaa®0aeaBaCeadCC0a9a90®Ba0aoda00a0daa000CI 1@011 in along alung aaa DCCCCCCC®CC® aa0aaaa SIMM Mom 0aaa aaa09 �©coo®000c®o©ccC©00000000aoa00000000000000000000000000000o t. . - �acaoaCOCCCCCCcooCCCacaaaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaaaaa . �`� � � : - . aCCCooCCCcocCCoaCCCocCCOoaaaaaaaaaaa0000000aaaaaaaaaaaaaa - � - _ - DOCCCCCCCCCCCCC9CCCCCCCCCCCBCCCCCaaaaaaaaaaaaaaaaaaaaaaa0 ;g� r � - - ©CaaCCooCCCCCooaCCQCCodocoCCOCCCCaaaaaaaaaaaaaaaaaaaaaaao . �D9990000099989A90999BB0BBBBB8B99A0B000000aaaaaaaaaaaaaaaa - =DAA8ABA0A0AAABA®AABAAAAAAAAO®AABAA®AAAAABAAAAAAABaaaaaaaa D 00000000000000000000000008000000080080008000000090000008 .:� �oaCCaooaC©©oeoa0000a0000000a0000a00000aaaooa0000aa00000ao i.i -eCcccCCCCCC©Canaao©acooaaoaaaaoaaaaaaaaaaaaaaaaaaaaaaaaaa =_. 8occaCooCccQaocC000aC®®aaaaaaaaaaaaaaaaaaaaaaaaaaaaaoaaaa =�-oa000000caaocooccc000c000®®®oeoo©aaaaaaaaaooaaaaaaaaaaaaa __ ©ccoCCCCCcoCocCCCocoacccCCCCooCCoaaaaaaaaaaaaaaaaaaoaaaao �a 00000000000008000800000000000Sol 0000C0aaaaaaaaaaaaaaa1 no09on 11111010999999®999999998899999BB8999988999998999898 DCC CCcan aaaaaaaaaa0aaaacan aaan as as all aaaaaaaaaaaaaaaaaaa - NOUNoaaaaaaaaaaaaaaaaaaaaaaaaaaaaaaa000©®CaaooMOM dalumoaaaaaCCCCCCCCCCCCCCCCCC®® DaCaOaaaaaaaaaaaaaaaaa00aa0 ©CC000CC000CCcoCOQOCCOC000acall oa000000a000aa000000000aan DB99B9B990800BB908999BA698B9899©Cdaa0000©000000odaalog AI � 08998899®888898®9989999aa999899998999899988B990AB99999888 SPECIFICATIONS ON ANCHOR REQUIREMENTS-POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MOUNTINGS E 0.a H ON SHIM 8 NL'7) 1.ANCHORS TO SUBSTRATE SMALL.DE AS FOLLOWS: FOAM omeguriOMEME max POURED CO"C ERE (A) TO DUSTING POURED CONCRETE(LGL rc c 3 kA) (g)WALL SILL MOUNTING ©CDUNG MOUNTING OH FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED TiREADFORM YM04MM ANCHORS,AS MANUFACTURED BY LT.W.BUILDE)L(MkL f•c=3 Iml) SPAN - 1/4'0 x 3/4'ALL POINTS SOEID-SEF ANCHORS.AS oSTRBUIED BY ALL POINTS SCREW,BOLT&SPECKTY COMPANY.(I&.rc 3 Lai) (N ASD.DESIGN NFGAIW LOAD ASA DOM NEGATIVE LOAD ASD DESIGNNFUGATNE LOW - 1/4'f BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC(...re a 2 Mm) 30140160175190 120 IOD1200 30 40 60 75 00 120 16012M 30 40 60175 80 120 160 206 TAPCOM OR -1/4'0 TAPPER +ANCHO(S AS MANUFACTURED BY POWERS FASTENNETS.INC..AND DISTRIBUTED BY ALL POINTS SCRENI.BOLT&SPECIALTY 14 12 f0 9 a a 6 5b 14 2 1 9 8 8 6 14 10 B a e e 6 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AYERIC.N SHUTTER SYSTEMS ASSOCNTIOK INC. 3'-0' 14 12 10 9 8 0 8 8 t4 12 10 9 0 a 5 8 14 12 10 B B B B 6. THRFADFORM 7ECHNOEACf ( •r9 e 3 fW) OR 14 12 10 0 8 0 0 6. 14 12 1 9 a s 'e 6 14 12 10 9 8 8 6 5 ALL Y SOLb-SET 14-112--10-1-0 6 -0- 0 7 14. 12 10 9 8 0 0 6_ 14 12 -10 9 a.. 0 a_ 5_ _ MIK TA'W CAP NOTES:_ 14 12 10- 9 8 7 3b 35 14 12 10 9 a 8 8 a 14 12 10 9 0 8 6 5 TAPPER+ A1)ANCHORS FIS 1 31 4%AND POURED CONCRETE OF ANCHORS OR TAPCON WITH ADVANCED 1HRFADfDTy TECHNOLOGY ANGORS OLID TAPPER+ 1{ 12 l0 9 a D 0 6 14 12 10 9 0 8 8 6 14 12 10 9 e 8 8 SS ANG40RS 5 1 3/4',AND FOR BLUE TM W/CAP ANGORS S 1 1/2'. 4'-0' T4 12 10 D 6 B B 4 t< 12 10 9 8 8 a 4b 14 12 10 8 0 0 4 35 A.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS 9iALL BE 7/8'INTO THE POURED CONCRETE Iq EIABFDMEMr 14 12 10 8 0 e a 45 14 12 10 9 8 8 5 5A 14 12 10 9 6 6 e 45 INTO STUCCO SOUL BE PER491TED.1/4'0-2D SS MMCFNNE SCREW 17•..ED SHAM BEI 1/2'LONG Y07W1Y SFOUD STUCCO EXIST,AND - - - _ f4 12 10 9 7.5 6.5 JS - 14 t2 10 B- a B- B--S" 14 12 10--9 8 7_Sb -'4 _ _ •�1�QADl60F LIS£RR --• - 5'-0' 14 12 10 9 0 8 8 6 14 12 10 9 8 0 8 55 14 12 10 9 8 8 8 4S BLADE 19 CH 31l 2a_ - .. - .1 MIMMUMI FOR WAIS-WITH NO,STUCCO. 14 12 10 9 0 7. 4 - 14 12.110 9 a 65 S 3b 14 12 10 8 a.6 5 3b 3 A3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND N THE DOSING WILL OR FLOOR 14 12 10 9 e 75 4S - 14 12110 B a B '8 45 14 12 10 9 e 0 45 7S ANCHORS SHALL BE LONG ENOUGFI 70 REACH 711E MAIN SIRUCNRE BERING SAO IWLLL FTNSFES AH6:FHORlIGE 514ALL C AS INDICATED ON 14 12 95 73 65 4S - - 14 12 10 9 a 75 SS 4 14 12 f0 9 6 6 4S 35 NOTES A7)&A2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR TIPS WITH OR WffFHOUT METAL SNDS CONSULT THIS ENdlFDt.FOR 8'-04 14 12 l0 9 B, [I 6 - 14 12 10 9 8 8 0 5 14 12 10 9 8 8.5 5 3S INSTALLATION INTO EIES WITH META.STUDS SEE SHEET 2EA 14 12 10 9 75 55 3 - 14 12 10 85 7 &5 4 3 14 12 65 OS 4 J f4 12 10 9 0 8 - - 14 12 10 9 B 85 S 73 14 12 f0 _ _ _ _ (B)--7D IDOSTING-WNdiETE 14 12 8 a.5 E: 3 - - 14 12 10 9 0 fly L513-5 14 12 10 0 7 5 35 3 - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THRFADEOR4 TECHNOLOGY ANCHORS..AS MANUFACTURED BY I.T.W.BULDDC 14 12 10 9 8 8 - - t4 12 10 9 9 7 5 4 14 12 10 9 7S 55 4 3 -1/4'0 x 3/4'ALL PONDS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. 14 12 10 8 65 4 - - 14 12 9 7S 5 4b 35 - 14 OS 7 55 4b 35 - - - 1/4'0 BINE TAP CONCRETE ANC)RORS W/CAP AS MAFUFACTURED BY FLORIDA FASTENERS DIRECT.INC. 14 1 10 fly 7 4- - - 14 12 f0 9 75 5.5 4 - 14 12 0 7 75 45 - - - 1/4'6 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS•INC,AND DISIRBUIED BY ALL POINTS SCREW BOLT&SPECIALTY 14 11 7 55 45 - - T4 12 10 9 75 SS 4- - 14 9 7 6 45 3 _ COIMPALNY OR ANY O1HER APPROVED LICENSED OR Aun4oR�D VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAMM INC. 8•-0' 14 12 10 0 0 65 - - 14 12 10 9 e a 4 - 14 12 10 8 6S 5 3.5 - � 14' 12 &S 7 5.5 3 - - 14 12 a 65 65 4 3 - BS 8 5 4 3 - - B.1)YONBALN EMBEDMENT INFO CONCRETE BLOCK OF TAPCON,BLUE TAP W/GAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 19.517.5 6 - - - 14 12 95 8 65 5 - - 14 12 8 8 65 4 - - WITH ADVANCED 7HREADFORM TE.C9OLOGY ANCHORS IS 1. 13 95 &5 5 35 - - 14 12 f0 8 &S 3 - 14 8 &S 5 4 1111211019 8 - - - 14 12 10 9 75 4.5 - - 14 12 85 7 55 4 - - &2)19NDM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EUBEDOED INTO THE CONCRETE BLOCK.NO 14P1.517.516 - - - 14 71 7 55 3 3S - - 11 8 55 45 35 - - - EMBEDMENT INTO STUCCO SMALL BE PERMITTED.1/4'0-20 SS.MACHINE SCREW USED SMALL BE 1 1/2'LONG MINIMUM SIIOIAD STUCCO 14 12 8 &5 4S - - 14 12 95 7 5S 4 - - 14 05 7 55 6 'L51- - IDDST,AND 1'MINIMUM FOR WALLS WITH NO SR1000. 15 85 55 4 - 14 12 B 7 0 45 - - 14 11 7 &S 45 35 - 10'-01 14 12 1019 7.5 - - - 14 12 10 8 65 B - - 14 12 8 8 5 4 - - B.3)IN CASE THAT PRECAST ST%F-PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER BE FOUND CH THE EXISTING WALL OR P1OQ5, 14 ROS 7 5 35 - - 13 95 G.S. 5 4 3 - - 10 75 5 4 3 - ANGORS SMALL BE LONG ENOUGH 70 REACH THE WIN STRUCTURE BEHIND SAID WALL FINISHES AHCf1DRAGE SHALL BE AS INDICATED ON N 11 75 55 - - - - 14 11S 9 B 5 4 - - 2.5 95 6 5 4 4 - - NOTES B.1)h B2)ABOVE.FOR RSFAlATONS ON VINYL SAND OR BFS WITH OR W(nDUf METAL STUDS CONSULT 7195 ENGINEER OS 8 5 - 14 12 8 &S &5 4 - 13.10 &5 5 4 3 FOR INSTALLATION INTO EFS WITH METAL SILOS SEE SHEET 281. 14 12 10 - - - - - 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 45 35 11'-O' 2-59S 5 - - 12 9 8 45 f 3 - - 9 7 45 35 3 - ,(C) ANCHORS SHALL BE I STM ED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFIrA ONSS OF THE ANCHOR'S MMAIFACTURER. 14 10 7 - - - - - 14 IOb 7 6S 4.51- - - Tb 85 SS 4.5 73 - - (D SEE SCHEDULE BELOW FOR EDGE DISTANCE ED. VERSUS SPACING REIAIl 40W RIR ANGORS. 95 7 45 - - 14 115 75 5 5 - 12 8 6 45 4 12'-0' 14 12 10 - - - - - 14• 12 0 &5 55 - - - 13 10 e5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 15 05 4.5 - - - - - Il a SS 4 35 - - - 8 8 4 3 - - - - MA101LIR1/ICHOR SPACO�I ARE VAD FOR EDGE DISTANCES DIDICA7ED BELOW.FOR E D.TEST TWIN THE HDICATED•REDUCE ANGOR SPACING 3S 95 5 - - _ _ _ 13 95 85 5 4 - - - 0S 8 5 4 - - _ _ �!WIIPLYNO SPACING SHHOWT4 ON SCHEDULE BY THE FOLLOWING FACTORS, 9 65 - - 14 TOS 7 SS 4S - 11 &5 55 4.5 3A - _ _ REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS TIM MINIMUM SPACING fIDK•ATED FOR EATH ANGOR TYPE 13•-0' 14 12 - - - - - - 14 11-574 6 5 - - - 12 9 6 45 4 - - - FACTOR 0.5 8 - - - - - - 10 7.5 5 4 3 - - 75 &5 4 3 - - - - ACTUAL AID`ANcED 25 a5 - - - - - - 12 9 6 45 4 - - - 95 7 5 4 - - - - gEDGE TAPCON THTC RRM ALL PCNA SOMA SET BINE TAP W/CAP TAPPER+ e e - TECHNOLOGY - - - - - 13 9.5 a5 5 - - - - 05 7s 5 4 - - - - B D- 0 MIN.SPACING 14 12 - - - - - - 14 IOb 7 35 - - - - 11 83 85 4S - ED. LIN•SPACING-3' MIN.SPACING a 3' MIN.SPACING 3 1/2' MN.SPACING.Zr 33/4 4' _ _ _ POURED CONCRETE& pCl� � COt13M HONK POURED CONCRETE A POURED COKCRDE&FQM ChRDefE IHDq( 10 75 - - - - - 9 7 4b 3.51- - - 7 5 35 3 - - - - CONCRETE BLOCK WL F5.•31/t"M1.E0:•2 1/Y CONCRETE BLOCK CONCRETE BLOCK 11 FA•3 1 1/71 15 8 - - - - - - 1} 8 6S 45 - - - - 9 85 45 - - - - - D MN Y IDL M-3 1 •a1 FA•Y 75 - - - - - - - 12 9 6 - - - - - 95 7 4.5 - - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 is-o• 14 - - - - - - - 35 10 65 - - - - - os BLADE WORKING 2 t/z' OAA 1.0 0.57 1.0 9 - - - - - - - ,E5 65 4 - - - - &5 5 J _ _ IN UNISON to - - os B s - ns e 4 - - 0.71 - - - 057 - 7 15 ed _ _ _ _ _ y 8,5 _ _ _ _ _ 1 3/4' - iaoia - - - 0.43 - 16'-0' 25 95 8 _ _ _ _ _ 10 75 5 - _ _ _ 1 7 Y OAS - - 0.35 8 8 8 4 6 4b 3 - - as 7 5 - - - - - e a 4 - - - - - FLORIDA BUILDING CODE �a1 Ni h Velocity Hurricane Ione 'p, TIQ31fl, ®2015 EASTERN METAL SLFPLY,INC. 4. BERTHA HVn A.S=S.A. Accordion Shutter System Shutter Systems a RUDE III�f dtN D HV.YAIATE BLADE&H.Y. TIUJT TESTING & ENGINEERING COMPANY 61xRWroN DATE DRAWN ar: ML •O STATE OF 6]53 N.W.3816 St,St..3D3,vmm r.A+DOs,nORW,33IN Macclationl Inc. 1 OLD 11-If4 04/13/1 f>ATC 04/13/15 Phan;(so5)571_1530.I-:(305)871-1551 4268 Westroads Drive 2 DRAWING No L�O,L�S CORt ,����;�� BReooOcol.00m West Palm BeachEB- 719 , FL 33407 3 15_084 %'I'7'S/p64"E AA.�` WALTER A TILIr Jr.PS- 4 P.E. I E/DATE `rDRIGA Mc'f 4i767 3 SHEET s 1 OF 28 MAD (p� (T�� ,�I,®„®� •f;fNFRAI I tY1rAl10NC AND CONDIIIDNS OF USE FOR 8ERMM ffTER UNIMM W A G ®•� Y Y Y ITH M/YRNDOW At1c DA 1.IWC A.&D.DESIGN PRESSURE RATNG+110,-110 p.L/. t In 2.IN11L.SHUTIER SIM 96' 3.ALLOWED MIOUNITNC..^.&D.O&N ON SLEETS 5,7:AS WELL AS a YOIMVM M,0,T.U A:W ON SHEETS 16 a 19. �&� q 5 f}�A IN sY oq W/ �iVT N raF oPPo3�we - InWCTN�jST BE INCLUDED ONLY AT WDZIOR ACCESS SIDE OF ._. _ TYP.FAL END • • . 5.(N HN IY9GDOW BLADE/ S{DLL ONLY AllOW A IWaMUM OF 5 OPENNM (3Y LOLES)FOR®PFR AT SPAflAI..SHOWN ON SHEET 27. -.. MIN`CLEARANCE- TOP-OR BOTTOM EDGE OF HV WIDOW ©_ (B)- BLADE qAX.5 1NNDOWS :_. _ _. ALLDwED AT HV � • • � C. • • OF ANY 3'0 HOLE EOR�SIWI.BE 127. - WINDOW BLADE® (C)Fwr OR Lw BLADE omm am FRu sfM1ER5 AT ENDS MAY 6E EN • • • • C. C. • WINDOW BLADE(lel 1 TO_A SOEID_FN BLADEQI p • • (E) TES SHMIL ALWAYS 6E INSTALLED AMIACENr TO A SOLID IN Q • ab • C. 1 AT EITHER SIDE OF TEEM. x SEE END ( C. C. THE PNTERIORO F T EN PENINdY®SIL1LL DiSFAL1FD 50 Affi FACE 71E:BEIF]DOR OF THE OPDDIIi BEING PRDIp.7ED.FHV WNDOW LAST BE CONNECTIONI . q s . . . ONLY I SFALLED AND LOCKED USM A HN OTING TOOL PROVIDED BY ASSA, INC.DETAILS ON MULL it TT. Asa 8 SEE ANCHOR SPACM SCHEDULE FOR NS LLATIONS INTO WOOD FRAME BUILDINGS ON FTHLL HFIGHR. SHEET 16.AS LIMITED Ur SPAT AND ASA DESIGN LOAD(SEE NOTES 1 A 2 ABOVE} 3i 7.SEE ANCHOR SPACING SCHEDULE FOR NSTALIATONS INTO POURED r C= CONCRETE OR CONCRETE BLOCK WALL ON SIM.13 S 14 AS LIMITED BY SPAN AND ASA DESIGN LOAD(SFE NOTES t h 2 ABOM. 8.MN81UM SEPARATION TO GLINTS SCFEOUL4 PER ASTM E-1896: D H @,J(TSIEE TOP&BBOT REQUIREMENTS) w ®at orH 6 7 WIND ZONE YNUUM SEPARATION To GLASS Q'� NUMBED WIDTH 1 111ItU 3 1' ELEVATION MOL S�Iam,o LASS 4 6.25• FwsnNc GLASS sEE SCHEDULE ON SHEET 12 FOR OLADEIj) 1_ Me ON SHw 26 FDR 11A[FSmd e ------------------- ----- ----- 5 P. ` 1 \ 4QB 40 Its TYp. SWY/M OR AND w/o (SFE NOTE 4 ABOVE) PLAN \ ) TYPICAL n HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE 6-A SHUTTER* N.T.S. FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone 0 2015 FASRAN METAL SUPPLY,INC. BERTHA HV7m IL ECO .N1:. A.S.S.A. Accordion Shutter System J� .V.IIUIDE 1 W OR V/0 H.V.NINDVY BLADE k N.V.BLADE TILUT TESIiNC R ENGINEERING COMPANY Amertoan Shuster Systems oESrAll�wc DATE B1f. M.E S 0355 RM.300.s1.SY..s6s,vt%tOW cArroEENs FUXW%331 Assoclatlon. Inc. 1 OLD 11-1N U/13/15 �We 04 13 1S .p t $TATE OF '� / / �O PKwne:(305)871-1!130.Fe■:(305)871-1557 4268 Westroads Drive 2 F ;'�� a-mat 18teco0aotoem DRAWING No R110%,. EB-oop6719 West Palm Beacb, Fl 33407 3 1�p WALTER A nwr 9 P.E 4 15-084 P.E. SPL HN /DATE FLORIDA U.T 44167 5 2 HEEr 8