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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 UIMM nrlofi a Depmc'tttq eel5 Home j.Log In t User Registration Hot TOPICS Submit Surcharge Stats&Facts Publications r FRC Staff nCIS Site Map Links Search Busines '���, - Professi stinal ' product Approval �usea:Public user (regulation Y:i{+�YiliiiiJ> JffjMliil►a Pnnbrrr Anoroval At..nn>P—furr or Annllration'e-mh>AmWr,nnn I15>Application Detail r , FL it E89-R8 a...._ Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Emall 4268 Westroads Drive West Palm Beach,FL 33407 (561)209.8263 breeleye@eastornmetal.com Authorized Signature Bill Feeley lrodriguez@casternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category Shutters Subcategory Aaordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tilllt,Jr•P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE W; Validation Checklist-Hardcopy Received Certificate of Independence Ft,3R9 R9 COl H� ACCOnD10N CIN Nr[yNZ.nStif Referenced Standard and Year(of Standard) Standard Year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D http://w ww.floridabuilditig.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvYYIIH2v.fvx5... 7/16/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending F8C Approval 05/0712015 Date Approved 06/22/2015 ISummary of Products -.-.--_._..._._._._....._ i FLM Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and j ' (Non-HVHZ -Drw 15-086 bottom)for storm protection i Limits of Use Installation Instructions I Approved for use in HVHZ:No FL-3131) ria 11 A.91;,AINC f oyf,,j.5_ £. ,,LI j Approved for use outside HVHZ:Yes Verified By:American Test Lab or South Florida Inc, i I Impact Resistant:Yes Created by Independent Third Patty:Yes i Design Pressure:N/A Evaluation Reports j Other:Large Missile Level'D".Max span Is 12'-7'for 35 psf positive F_1-FP)FR AF A 5.5 A.INC.. P.F R,-MMf;.t,Dfir.L;d( ASD load and-13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,S'•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 i In unison.Max.span for HV3 blade w/o window blade for installations Into j Metal Stud walls Is 79"for max.ASD pressure rating of+72,•72 and 84' for+64,-64 psf.See sheet 5 for otherspans and ASD ressdres. S .2 Bertha.HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ•Orwq 15.085 bottom for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No 1`089 Rg It A.S.S.A,ING DRYJG.15-035 Edi 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 30 p.s.r negative Ftafn R8 AE A.S.S.A.INC n-E.R onwc 15-fi8`-nV.n:h ASD load depending on centermates and laking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0"for+64,-72p.s.f.load for HV blade for Keystone mountings 7'-0'for+75,-7S p.s,f,for metals stud mountings and 8'-0" for 110 p.s.f.for HV3 and HVIA working in unison.See sheets 7,11 and i 20 respectively of Installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO. Extruded aluminum Interlocking blades retained by tracks(top and Non•HVHZ)-Drag 15.084 bottom)for storm protection Limits of Use Installation Instructions j Approved for use In HVHZ.*No F(,3s9 R8 Ii r S S A INr {7RWC'zF•OR4 hM i 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 Othert Large missile.Max.16'-0'span at 30 p.s.f ASO load for Blade 1 4389 R8 Ai,: A.s.a,A.INC. RF,R. r)RWG,j S•494.ndf and 18'-0'for Blade 2,See Schedules On sheet 12,25 and 28 Created by Independent Third Patty:Yes respectively Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850487.18)4 The State of florlda Is an AA/EEO employe6 Convrinht 7PU7-701}State of Florida.::Prlvnty Statement::AcaslbllOv 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 mall to this entity.Instead,contact the office by phone or by traditional nail.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 emall address if they have one.The etnalls provided may be used for Official communication with the licensee.However entail addresses are public record.If you do nor 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 licenseeunderChapter 455,F.S.,please click hem. Orodaot Approval Accepts: WN a cticei scCtlrll C.ta ai a u'a' .ri http://www.floridabuilding.or-a/r)r/t)r appjtl.aspx?param=wGEVXQwtDqvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES- 1.BERNA H.V.ACCORODN SHUTTER SYSTEM SHOWN ON 1H6 PRGa r EV/LLWVSGN OOC,9,ENf(PED.)INS BEEN VERITIES)FOR COMPLIANCE IN ACCORDANCE YAM THE 2014(51h EDITION)OF THE FlOR10A BUILOLNC CODE.1N6 ACCARdON SHUTTER SYSTEM SHALL NOT DE INSTPLIED AT NO YflGCTY HtIRRRCARE ZONES. Des"WIND LL AD5 SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MM11OM CODE.MR A BASIC WIND SPEED RODUMED Br THE A.IRIS(NCTICN WHTRE SHUTTER WBL. TABLE OF CONTENTS BE INSTALLED WITH A DtMCD"L;TY FACTOR Kd.0.65,USING ASE 7-10 AND SHALL NOT EXCEED THE MAXOIUM(ASA.)DESIGN PRESSURE R41DtG5 INDICATED ON SHEETS II THRU 15,10&20. IN ORDER TO VERIFY THE ADM COI DITION.ULTIMATE DESIGN WIND laws DE1EIW=PER ASCE 7-10 SHALL BE FIRST REDUCED TO ASD.DESIGN WIND LOAD'' AREA.1: FIV BLADES 0 de � BY MULTTPLY'RNG THEN BY 0.6 IN CRDERTO COUPARE THESE W/MWY(ASD)COSIGN PRESSURE RATINGS IND44TED ON SHEETS 11 THRU 15, HI G:20. GENERAL NOTES SHEET 1 IN ORDER TO VFRIY THAT COMPONENTS AND ANCHORS ON THIS PED.,AS TESEED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS I=USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HDW VER.A WIND DURATION FACTOR 00.1.60 WAS USED MR VO4MMM OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA N.V.ACCORDION SINTER SYSTEM'S ADEQUACY FOR W20 AND URGE MISSILE IMPACT LOAD HAS OEM VF3WW IN ADMROMCE WITH SECTION 1609,1.2 OF THE ABOVE MENTIONED CODE AS PER SHEET 4 ATL RE44 PORTS: TYPICAL SHUTTER ASSEMBLY 36- TYPICAL WINDOW BLADE&MNDOW DETAL -KY BODE O(0214.01-03.J0715.01-05.11004.01-05,/1214.01-05./0317.02-06./0603.01-10 AND 10210,01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA - HV I3An n AND W wINOOw BLADE1nA AND E-1996 STANDARDS(MISSILE LEVEL D WIND ZONES 1,2&3)&#1220.01-10 AS PER TAS 201.203 A 2D3 PROTOCOLS LANCE MLsseE !WHERE APPLCARLFI -HV W'JOON RUDE 9(0505.01-08 AS PER ASN E-1886 AMC E-1996(MISSILE LEVEL 0,WIND ZONES 1.2 3)BASIC PROTECTION ONLY AND/0725,01-88 AS PER TAS 207.PROTOCOL 'TYPICAL%%MER ELEVATION&NOTES ON LOCHS SHEET 5 INSTAUhTIM DETAILS A-F.CONCRETE/BLOCK SHEET D 2 HV BLADED AND IIx WINDOW MADE 0 ARE lNOINEERED TO WORK IN UNISON MTH EACH OTHER TINDER THE GENERAL UU(TATIONS AND CONDITIONS OF USE INDICATES)ON Sl/FET 19 INSTALLATION DERJIS 0-M.COtiCRETE/BLOCK SHEET 7 J.BERf1A H.V.ACCORDION f9N5(I 5[REYS).USD AT 6LADL5 KN1)CRIE AE)FOR DLRECr NOUN CONNECTION TO MA=SHALL BE/14x2.75'AND/14x7.73'RESPECINELY,410-HT MINIMUM SERIES CEHfERALATE OETA.IS RN STILLS 8 STAINLESS SIIl SCREWS WISH 135.0 Loi YIELD SfRENGfIR AW 180 b)TENSILE STREHDn4.Pas SHALL BE COATED WRH BERTHA stir DALRosHLELD COATING SYSTEM AS MARLIFAMFIED BY APPROVED CETNTE OVATE ALTERNATING DETAILS 1N SHEET 9 COATING A'P=WR9..REGISTERED WITH AMERICAN SHU M. SYSTEMS ASSOCIATION.PINS MUST BEAR THE HY MARKING ON THEIR HEAD. 4.ALL AJ)WNUM ECTRU51ONS SIAL.BE ALUMMM ASSOCIATION ALLOY AND TEMPER AS INDEXED ON SHEETS 2 AND 3.MRIMUM YIELD STRENGTH FOR 6063-76 ALLOY IS 30.0 Loi Aa 35.7 lei FOR ENO cOHNECTLON Bums i-%coNCRETc/BLOCK SHEET 10 6005-T5 ALLOY. MIVGUW SPAN TABLES SRA 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SffA 12 S.ALL SCREWS TO BE STAINLESS SIEFL 304 OR 310 ASW SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MSL YIELD STREA'GM AND 90 ked MRL TENSILE STRENGTH. ANCHOR SCHEDULE-CONCRETE do BLOCK SHEET 13 AND SAL COMPLY W/FLORIDA BUDDING CODE SECTION 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 f DOTS TO BE AMU A-307 GJLLVAKIZOP STEM.OR AM 304 OR 316 SERIES STAINLESS SLEET WHH 35 Id MINIMUM YIELD SIRENCOL ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECFlCAT70NS NY BLADE(D: 12.13.14.15 AND 20 INSTALLATION DETAILS M-R.WDM SHEET 16 HN BLADE 1)&® WXNMM IN UNISON:12, 13&15 INSTALLATION DUALS S-X WOOD SHEER 17 &MES BERTHA H.Y.ADICROON SHUTTER SYSTEM GEARS A US.FATED/6779,082 COMPONENTS OF THIS APPROVAL ARE COVERED,IN*MLE OR IN PART BY U.S.PATEN/5456,179 ISSUED TO EASYERR 040 CONNECTION ORALS 7-12 k X.WOOD SHEET 18 METAL SUPPLY,INC. 9.H 9VNL BE THE RESi'ONMSRBLTIY of THE COhTRAC10R TO VERIFY THE SOUNDNESS OF DRE STRUCTURE WTERE SHUTTER Is To BE ATTACHED TO I6URE PROPER ANCHORAGE c9RTTRACTCR To SEa1/cAUNFI AREA • HY WINDOW BLADE 0 ONLY ALL SH'JTTFR COMPONENT EDGES WHC H REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE eALDING TO PREVENT YANG/RAN KreusIoN. TYPICAL SHUTTER FLEVAHON SHEET 19 10-EACH iTSMa ro PERMANENT NENT LIMB L INA VISIBLE PLACE WITH WARNING NOTE DI/LNG PERIODS OE ISUMMNE WARNINGS HOME CWHER,TENANT.CA OTHERS,VISI PROPERLY CLOSE AL M AND HOCENTEWOOM AREA 4: HY WINDOW RI ArT>• in ONLY 11.SHUTTER WVNUFAC UREYS IASEL SMALL BE LOCATED CN A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 17 LDAA3 OF FLORLM BUILDING CODE ONE LABEL SPALL BE INSTALLATION DAMS.MAA.STUD WALLS SHEET 20 PLACID FCR EVERY OPENING,LASEUNO To COMPLY MTM SECTION 1710.&2 OF THE FLORIDA BUILDING CODE 12 BERHN H.V.ACCOMON SHUTTER SYSTEM'S INSTAUATION SHALL CDUPLY WITH SPINAS INDICATED IN THIS DRAWING PLUS ANY BULDIti AND ZONING REGUURONS PROVIDE)BY THE J'JRNSOIGRON R1ffRE PERMIT IS API LIED T0. 1&(I)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SHE SL EOFIZ FRQLEC',L.WHERE THE SITE CONODIONS DEVIATE MOM THE P.ED. (b)CONTRACTOR TO OF RESPONSIBLE FOR THE SFSECTICN,-PUROVISE AND INSTALIAPON NC.DCING LIFE SAFETY OF THS PRODUCT.BASED ON THS P.E.D.,PROVIDED HF/SNE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETARED ON TMS DDOAIE{i.CONSIRUCOON SAFETY AT WE 6 THE CONTRADrORS SONS 1.11Y. (<)THIS P.E.D.WILL HE caNsroERm IANu:O IF ALTERED BY ANY uEJIs. OBTAIN PERMITS IN THE STATE OF FLORIDA (4)SITE SPECIFIC PROJECTS SMA3L.BE PREPARED BY A FLORIDA RMSTFRED ENG9.lTR OR ARCHITECT WHICH MLL BECOME THE ENCNEER OF RECORD(eoRa FOR THE PREXIECT AND WAD WILL BE RFSPONME FOR THE PROPER USE OF THE PED.ENGINEER OF RECORD,ACTIN,AS A DEIEMATED ENGINEER TO THE P.E.D.ENGINEER SPALL SUBMIT TO THIS LATTER THE SITE SPECIFIC ORAINGS FCR REVIEW. (e)ORIGINAL P.E.D.94ALL BEAR THE DATE AND ORIGINAL SEAL 0.ND 9SN47URE CF THE PROFESSIONAL ENONEER OF RECORD MAT PREPARED R. m FLORIDA SUELDING CODE(Han High Velocity Hurricane Zone �YYYY`P��E A. ,� ®2013 FASTEN METAL SUPPLY,INC. XV1C �' '�= BERTHA HVTM : D. TIE e® ■ Accordion Shutter System : ASS _ U.B.aoE#T w/OR w/o Itv X1ND(hV Fl1,DE American Shutter Systems ILssxrRor as cruL1 Dr NL TF TiWT TESTING k ENGINEERING COMPANY Association. Inc 1 OLD 11-192 4/13/15 DATE: 4 13/15 Uf n..K.W 350.a.s 3M.=am GA4IDS.nM>rmA 331 / ¢+ (3osya71-1530.Fos.(Jo5)871_Ts31 4268 Westroods Drive z Owl. ' 'SP 'uhTD~•' 'v G'c.*. West PDim Beach, FL 33407 s DRAWING No WALTER AO.- TIR..PE 4 15=085 P.E. SEAT M D ?URE/DATEF1 oRa L c 44167 s SHEET OF 20 r•rat poor D"® VAMES X18• 1 ash. O .OS rI �P9T 4 J7t 5" T aaSY a.999' 1 e , DHy SOUD�� 5 HV 90'f 180' 5TARTER 3OHV UNIVERSAL FLOATER COVERED UNDER US PATENT f 5458179 OUALIFIED FOR USE W/ HV BLADE(i3) ® HV BLADE t 1�BY WINDOW BLADE! 6005-75 ALLOY AND TEMPER OUAUFIED FOR USE W HV 6063-76 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ON SHEET 19 DIFDEQ ® 1 6063-TB ALLOY ArCII�D TEMPER 6063-i6 ALLOY AND TEMPER •��_ 24t- 44 t -� (TYP•1 7 2b70' •� .944" 67c z 6• � 7z � 8a2 Jg . r sts Gen- •• 0.07 BV ADJ. .920 �HV WALK—OVER TRACK DJ. BLADE TQ OUAUFIED FOR U E W/W @ HV TRENCH TRACK 1 ss �- 6063-T6 ALLOY AND TEMPER BLADECI) QUALIFIED FOR USE W/FN HV 6061-76 ALLOY AY0 TEMPER BLADE 01 1G( HV RAINGUARD BLADE(I] 6063-T6 ALLOY AND TEMPER QUALIFIED FORUSE W/FN 6063-76 ALLOY 0 TEMPER VARM 1.436' A(TI` T" 7.915' E it YX6E5 1936• - LOY D.7EMIC 1517' Tell r7-0153' — 04]' �' C63' , .OBJ• .p .___._.._.Thr _ .,ba• r _� � �„' .,2•.. 670 676 1.b6C 1 HY HEADER SILL 11 ��(LING HEADER 1�3 HD C�,ING HEADER/SILL O 1 ONLY, QUALIFIED FOR USE W/ HV BTADE t ONLY $EE SECTIONS FOR!IACD 6051-T6 ALLOY AMD YEYPf QUALIFIED FOR USE W/NV BLADE TU HD WALL HEADER/SILL SEF. SECTIONS FOR VAUDIFY. QUALIFIED FOR USE W/ IN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER 13LADE(DONLY. 6063-T6 ALLOY ANO TEMPER COMPONENT A 0 it T2 X Y t X /Ol 4 ,@ 2• ® 2' 5'M0.10.142• 0.192" 0 1® SIDE ANGLES 120 CORNER P OUAUFlED FOR USE W/HV ALUMINUM ANGLES 2.s• r M0.1.�0.146• 0.1Ha• OSTS BCADE�i QUALIFIED FC USE Wf HV I OUALFIEDB�GU©W/HV 6063-T6 ALLOY AND TEMPER BUlOE QNLY. 2" 5•M+.X.'Was' 0.131' 6063-T6 ALLOY AND TEMPER 6963-16 ALLOY AND 1EMPER ® , E FLORIDA BUILDING CODE{Non High Velocity Hurricane Zone ,1%"%% 0 2015 EASM?N META.SUMY.INC. s'Q`• ENSF':9 a A BERTHA ter Tm S /TME C O t[�1:. , , Accordion Shutter System N.v a�wE gl w/at w/o KV.varovry RADE American Shutter Systems CMMIDK DATE WA%W DY: M;. TIWT TESTING&ENGINEERING COMPANY OF r 2= ,M KR.30t u.9tv.30%WWA r„mom n�331 Assoc(ation, Inc. 1 an 11-192 Il13/15 aaE 4713/15 SjATE ru 2 PTc ro,(W)QIt-ISb.Fa:(Jo5)8l,-IS 7 4268 Westroods Drve 2 .� p�;,•f(Qal�;G���,` •-.,+oH�wt•�owws>„ West Palm Beach, FL 33407 3 DRAINING No ETt*>o671H � VXTI"�,�' E 15-085 SlONLrta`�r1G7 aP.E. S"u/616kVJRE/GATE SHEET OF 20 4.576' n. 3' -- - y 1' �234' 1/4•- PA IN:m 1,hVft'L-MN4S .745' Sal" u TP)r 4ID "XISM SWILD � `V '1.. i• i ` . �. N81 21 HV CENTERMATE a. 1 saa C 1 HV EGRESS LOCK QUALIFIED to 0 s' i- QUALIFIED OR USE W/FN ®gl'ALlFlED FOR USE C FN 6063-T6 ALLOY AND R ONLY FOR USE W/ FN BLAUc t & f ONLY . 6063-T6 ALLOY AND TEMPER 73 HV CORNER CENTER BLADE�7 &®ONLY- BLADE QI &®ONLY. FLED FOR USE Wj t+v BLADE T�ONLY 'on. q.. 7' 6063-T6 ALLOT AND TEMPER PLA,. IIE. '9 MOLDED• AFTER Rtl'rnNO : 1 i°„ 'e• 1/eg-20 x v3/4" DEITjtiE wvE7u+c S.S. THUMBSCREW 1/4"0-20 RIVNUTx *soLF Cor K w I4A TIF ctOt4-T3 OILGYT LAM Om AS OCIC y" Tlm PIAT rTiIXn EEE"ATIOT HV MALE 'T" LOCK C T a.scs• ac4R'Y TEM°'"'P+a°P°R raft aper`°ms`°R c`wu. LOCKER FOR "T" LOCK CENTERMATE OUALIFIEO FOR USE w/W BV.DE L ONLY � HY FEMALE °T' LOCK CENTERMATE ® HV 'T' LOCK HV ALLE RNATIVE ICK 60fi3-Ts ALLOY ANO TEMPER QUALIFIED FOR USE QUALIFIED FOR USE WI HV QUALIFIED FOR USE W/HV BLADEEOONLY QUALIFIED FOR USE W/ HV BLADE(1]ONLY y//NV BIADE�ONLY. BLADE( ONLY. 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPE o 5.761 I •nittuenlRN • .21a'•.e .0°.3 .062'. _ � KEYCANCERA .214' In 75 a1n U o 4 -1 ZS'Ma. 3� H TER 0 0 g HD CENTERMATE_/W/ LOCiC1NG ROD ' O a o QUALIFIED FOR USE W/HV BLADE 1 dt A QUALIFIED FOR USE W FiV BLADE 1 &p„y �Cy'�y' 6063-76 ALLOY AND TEMPER ff063-T6 ALLOY AND TEMPER HD T S C *2OR�KCY ,2•Na QUALIFIED FOR USE.W/ HV BLADE 1 &1�P H»$� SJ '•130' 6063-T6 ALLOY nNO TEMPERACLTA{.TAAa(6Otf]tS �� 47/2• * CAWDER 1.78'Mai LOCKING ROD ,/,s 1 ®yD LOCK -.375'0 {� QUALIFIED FOR USE W/HV BLADEOI ',J/J HV 1 4 Sa-20 AISI 04 BY REcorENAROvra Ma3ILSE LOcxs sEPoES 2333 NODx DOLT LOM 6063-TG ALLOY AND TEMPER HV 3 f t3"0-16 ACETAL r/ " D SS INSIALLATIDN will REQUIRE A 7/16" HOLE U S SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE TO& DRILLEn A7 TRACKS FOR PRO?ER EFdB�M£NT gUALIFIEO ( q BLADEd QUALIFIED FOR USE Wj TLY BLADE{1Q FLORIDA B(j������Q�(Non High Velocity HUrricone Zone ,:..: �. 02015 EAS7ER.Y METAL SUPPLY,INC. ... d9 ENSe - BERTHA HVTT4 IL E C O �N-. A.S.S.A. Accordion Shutter System KY.a"#1 w/CR w/O KV WWW MAA Amerlcon Shutter Systems cV �;-, CATE ORMW er, M.L E�LTY •4++ iTLLT 7ESTLNC & ENGLNEERI,40 COMPANY $ k�� Association. Inc. t OLD TI-192 4/13/15 uuG 4/13/15 y.Q', >?• �� ES35 K.M.3417.C5)871 703"ftCC:Ai G50D6.1MOROk-153 STI - � L......2 7 ;(53)871-1530.Fc7::(3os)y77_ISy1 t Pal Beach, Drive 3 DRAWING No 7 y�� -.z; a7s mm Nest Palm Beach, FL 33407 3 15-085 Y I�irr4TSi�lgA N,++``` W7 At�,4'.P.O. 5 SHEET P.E. SEAL/SIGNATURE/DATE 61 3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/s• HV (11 HV A � 4t 12"N1N kF WCE �. O HV BLADE 1 ro euoE T1 lan'ri +,oa�i••• �1 ' HV BLADE 1A \I? ry mnaaw tninE oe25 =I rias .oaz5 HV LONG RECESSED NYLON BUSHING x x 1 � Ky E s ovEtm+ } t873• Y ® HV SHORT RECESSED NYLON BUSHING D ® IBV NYLON HAT WASHER (D OR '•� I I nw1 I�rsraii N, // sis0' ® 14V WHEEL.CARRIAGE AISI 302-303 SERIES I I `-' a'�J" -4 A. 750- X n µ / 0.870•x3/16•THICK NYLON WHEEL- 2 H+1YavOw n N 7J8'Nei CLEAR 0.188.9 AISI 302 SERIES 5.5. RIVETS 315'a SEPICN 03 'n BEM EN .0525' m. 3ss0o• 4® HV 1 3J4"ACCORDION PIN W/f8 HEAD '� EXTERIORL�A 7 j o p�iPls gpouwa =I LU �1 o �1 5 31ERS 4 ® HV 2 3/4•ACCORDION PIN W/i8 HEAD * -I 411 S " o IM1 •� / `1Js EAR 'CJ POLYCARBONATE IMPACT RESISTANT Hv WINDOWi p�; ! TYPICAL HV WINDOW BLADE i�A AND 1 POLYCARBONATE HV WINDOW DETAIL ! OOR(� Ior ® n iNOTE rt°R (DORR8OR® I *POLYCAoNA1E IMPACT RFSISTANT HV VANDOW BAYER MAKROLON 3103 POLYCARBONATE lip I 12•YP1, RESINS, UV-STABILIZED GRADE OR SASIC Uy PIN EQUIREMENTS AT EXTERIOR BLADE KNUCKLE FOR 4 TO BLADE INNOVATIVE PLASTIC LEXAN 103 RESIN I 1 I I O OR® I ' (SEE NOTE 'F' ON SHEEP 19). o ' I ' og (1) HV PIN®SHALL ALWAYS BE USED AT ALL EXTERIOR ® 110 1 �d ( BOTTOM KNUCKLES OF HV ACCORDION SYSTEM Wj HV(DOR ; j �9 1 POLYCARBONATE SOURCES FOR HV®BLADEEXTERIOR ,�raat Pyr . TYPICAL SHUTTER ASSEMBLYNV { 1t.s (2) HV PIN MAY BE USED IN UEU OF®AND ONLY AT PIN©aERicT GR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D cos24 BLADE'S KN CRU. m� (SET NDIE MR �CAK 01PWJT Ain 0192 ow w ode m/N BLADE WHEN CORRESPONDING TO INSTALLATION "11', SHEET 7. a4 . Q REOURIEYENn) + TU,=MD 3 mmm ALN 2v36 Pat 12AW P.t OMa Pat 0AW a" (3) HV PIN®OR aw o1>0 W/ t j2. O.D. 1/76" THICK S.S. WASHER n,n✓Px 5111vg61 a1 mo 12,':30 W'0 i `�� �woux aru mao wpm wt 2ll.000 pat SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. SHEET I I ,o1a®D30 AcW 07x 15 FT-51. n n-m! a�rR9 atwr�0vs ��yyµµ�EL CARRIAGE DETAIL * &a,o2w �a 2; M3:ua2 TITT. ASSEMBLY LAYOUT FAZE or Duaw2 AM V-10 C-1 Lass o-1 0-IMN.Y.S.— Sar PAaf1011 &111 C." 1010 T 000 T 3 A=M" TMLr 01M11GN A m 3F„M —616 9302 Pot 3310 P.1. 1) HV BLADE SOLID HV WINDOW BLADE DETAILS wrua° AR �° E16t p" 6690;.11 FLORIDA BUILDING ME(Non High Velocity HL. -one Zone 0%, RET1% _ ■ ®2015 Esty VCTAL SWPLY,I NC. LICBERTHA H ; ` /TILIE C® wAS.S■A■ Accordion Shutter Sy stem ry aADE#1 W/OR W/O H.V.VAIMN BADE ¢ lJ' American Shutter Systems ,,, mscw90e+1 PATE PRAWN BY. 1L BY.TESTING k ENGINEERING CDIIPANY Association, Inc. 1 QLD 11-t92 4/13/15 ax 4 13/15 3n3 N6 3t o r_61..WS.VAa r+WOM Naim,sn / Ph—;(305)571-1530.r.2(305)871-,ss, 4268 Westroads Drive n QRIDP , �;� e-mgt W a09P c«n West Palm Beach, FL 33407 3 DRAWING N0 I'ALEyCO-00067 9 i' ,P. s i5-085 P.E. tW6I;i%%RE/DATE 6 S"4 OF 20 � "NOTES ON HV LOCKS AND CENTERMATES: a e e o f9''�a r n o r u • ' !''� ®.®n�•�o1+� 1. ONE W IOC @ orSlIALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR LOC!( or�2MAYF SHUTTER SPAN BE USED AS AN INSIDE OR UOUTSIDE LOCK,ATTACHEDTO1I TO 1W.AND FOR RO��ANY CYPICALLMHU ER 1/4'1-20 x i/2'LONG TUT HEAD 5.5.LIS.LOCATION OF LUC!(SHALL BE AS IN6KYlTED ON OQ� � TYPICAL SHIRTER ESEYATION. 2. ft F DESIRED.FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV OR BEOR INDICATED ON NOTE AN INA9IDEOR OUTSIDE LOCIC CLNINEC71ON OF LOCKS TO CENTERMATES LOCATION OF LOOKS SMALL BE AS INDICATED ON TYPICAL SHUTFM'EfEVATiON. 3.OPTIONAL ONLYVMEN it i2 S 11SFT1 tiv_LmLsk LOCKING RODS ARE NOT REOURtED AT URRiFANE POSMON.BUT MAY 4 g�.�g a0 BE USED IFDESIRED SSIRE AT EPSH DN(NPERPOON HURRICANE POSITION). OR AN ALTERNATIVE DEVICE i 4.MANDATORY[•AlOITIOII fz ONE W LOCK ®SIMM BE IISFD AT CORDER CENTERMA7E5 FOR ANY SPAN A - AND 04STA LATIONS AT ANY ELEVATION.HV L0 or SFULL BE USED AS AN OUTSIDE OR INSIDE LOCK. ATFACFIED TO CORNER CFJII rlE W/(2) i/4 6-20 x 1/2•LONG FLAT HEAD S.S.M.S.TWD LOCKING RODS AT TOP&BD M SHALL BE USED.LOCATION OF LOCK SMALL BE AS iNIDCJAED ON TYPICAL SHIRYFR ELEVATION. MAXIMUM SHUTTER SPAN SHALL.BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. SNE 9a r H •ONE ALTEFaJAIE HV LOCfK MAY BE U!UEU OF W LOCK or FOR ANY SPAN AND U ; INST 770tK5 AT ANY ELEVAHON. ERN UE LDCIK 0 W Y BE USED AS AT DE OR OUTSIDE LOCK.ATFACNIlINf OF 1/4'6-2013/4•S.S.THUMBSCREW TO 0 OR 0 CENIERANTES SMALL BE MADE W/1/4'6-20x3/4'ALUM. t bx 8 b�i RNNUT AS SHOWN ON SECTIO-IM SHEET 8,(INCLOCK SHALL 8E USED AT 1/2OF S14mER SPAN OR TWD LOCKS AT 1/3 OF SHUTTER SPAN. 'R4.--.:--... CONOrt1oM it FOR KEYSTONE I,K^=unNC NSTAINNIGI&I ONE FN LOCK 0 or @ or®SHAD•BE USED AT 1/2 aF 511UT1ER SPAN FOR N!Y SPAN OR 12'ABOVE OR BELOW 1/2 Of SHUTTER SPAN FOR SPANS UP Itill TO BG AND FOR INSTALLATIONS AT ANY ELEVATION. W LOCK 0 ar 0 or 0 MAY BE USED AS AN RSIOE OR O'51DE LOCK.ATTACHED TO 0 or 0 SYMMETRICAL CENMRMATES W/(2)1/4-20 x 1/2'LONG FIAT HEAD S.S. SE END- MS.LOCATION OF LOCK SIAL BE AS INDICATED ON TYPICAL SHuM ELEVATION. M OF LOOuNG RODS 0 W/(1� OcTh SOON a',Qui TOP AND BOTTOM IS COMPLETELY MANDATORY. SOIEE'fS 10& 18 TYP.Evu " *NOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER SECOND CENTERMATE 1• ONE ALTERNATE HY'f'LOCK(SIj NAY BEI ALLED tN MTF HV LOCKS OR QA FOR ANY SPAN AND 1p as�m`6 7�a4® LO•l @ 1�I A!1ATLON AT ANY ELEVALIOTN.ALTERNATE LOOK IMV SE USED AS AW INSIDE OR.fH1_IDE LOCK ATTACHMENT OF LOCK®INCLUDES USING REINFORCING �9.AS SHOWN ON SECTION MG,SHEET 9,WHICH MUST BE (�•�$Q• • t1�7. a1 .—_.--.... CONNECTED To CaaERMATES 0 AND @ W/ 1/4.6-20 1 1/2'LONG S.S.THREADED BOLT W/7/8'6 x 3/32' wINCNUT OR W/1/4.6-20x1'SS.M.S.INTO A 1/4'Ox 5/B•RNNIR'.LOCK MAY BE INSTALLED AT UMSPAN OR 12' 6Q•7•@-©•O.0- MAXIMUM ABO AlND BEtOV MIOSPAN.USE OF wo LOCKING RODS®TOP AND BOTOM IS LM•DATORY. 9•i�3 7L'9)•®"{�•� •NOTES QN HD I OGS$ dr CENTERM{A�TES-. 1.IID lOdK[s�W/HD N�MTFRYA7SSS.' 02 6ik W/ ONE ALTERNATE HO LOCK 0 MA,YvB')E, USED IN UEU OF PICAL n HV BLADE SHUTTER ELEVATION Hv Lori CN FCR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK 0 WY BE USED N.T.S. AS AN ASIDE OR oU1s7D, LOCIL ATFAC WENT OF HD LOCK 070 IS W/3 16 x 3/6'F.H SS.1A$.AND INCLUDES REINFORCEMENT INSERT Q.31 AS SHOWN ON S:C Ia S HDH-1V'AND SHEET 10.LOCK MAY BE INSTATED AT WOSPAN OR 12'UWMUM BELOW OR ABOVE 14DSPAN.USE OF LD(0=ROCS @ IS COYP(ETELY OMMV- L on ffl7ghVelOCity Hurricane ne ���•�1�tii3 A.T!(���•, 0 2015 EASTERN METAL SUPPLY.INC. `�CENs�':�9': BERTHA HViM � C A S S Accordion Shutter System . E C 0 NC. ■ ■ ■ ■ ttV.RADE#T W/aR WA FLK WIND W RODE nLLfi TESTING Nr ENGINEERING C04PANT American Shutter Systems wv.If, DNscasnon I DLYE I DRAx1 er r1 '4 L S TATE OFMr.,y;Iy=1. ,yD1,y :A cumvrx FUOxa S}1 Association, Inc. 1 am 11-192 4/13/15 DAZE 4/13/15 � Plwnu:(7o7)B7t-1570.Fac:(305)871-1531 4268 Westroods Drive 2 •-e m•ccouaL West Palm Beach, FL 33407 3 oRAWLNG No �ONAIE�U�` NALIEN A i�KWfT10 [Jr.PE 15-085 'NAY N 1d ` ROROA UL 0 44167 s SHEET OF 20 P.E. SFAl,68NiIi�RE/DATE r --- - } ---TOR POURED CONC(ff'1E ANCHORS Hol ww"04 �� 1 m aA. f LroHcane (SEE SCHEDULE ON SHEET 13) TD CLASS[9<E "„�"`rr101 t rn sm OOSTNc ;•(S¢amus or REOIRRED _N.._ EDCE 6 n T'6i 9/R mAHO "i � sav n) i SLAB wH a PRT IG Wt Ts oA:z 3: 0. APPLICABLE �f W=(De� r ra�4 f1,f11 / g AVC11� f r LOCATWN it ,r rH /10AT/S'I(IX WASHER HEAD 11 HII i3 On 15 ; 3/ Tac SCREWS o 1Y O.C. DOE�F r 3/e L:�CONCRETE ANCHORS 8 I . 7�-I--- (SEE SCHEDULE ON SHEET 13) I APPLICABLE OQaDNG `:, �. ; 'II SLAB IF CLASS—•, 5lAB ff H �/f2EDGE OF --t EDGE OF APPUGBIE i aa. NAOISm°e' nPRYAEIL :.0. _ AFSrUUeCAStFM POURED / D CONCRETE (SF SCHEDULE ON EET 14)-4 11 Ern DAN E REQUIRED FAT FACONCRETE AN0WTS aaEfaM t OR t@cHL aE RIZARED ra D. (SEE SCHEDULE ON Sitar 14) 11 .TRENCH INSTALLATION UI HV WALK—OVER INSTALLATION P��RATING&FOR SPANS PER .HV CEILING INSTALLATION HV FLOOR INSTALLATION t SCHEDI)LE'03,SHEET 11 E'°s'-G CONCRM ANCHORS az—; —V-' — ADVACED i r (SEE SOMME ON t/4-0- wH a m rlr( _ iE%6TNG' IWIM T.Y W,/a•¢ O/ , 4�.®,A,rar,n�, GTAS�, —-l- F TAPPOu ANLwfS W/ „,� GV55—� "'Ip¢bomue w 96T,t) ---(� gT,pppr q 1 J/�•uea(tA1mYDfT o b• '-;tai SonOac w f Hl 0.0 t0T UP TO O'4 SPNH ANT FAL•. :; { , l ' �'0.0 FOR Sw6 tA4fT.H TxVI r7 i 1 111/44UkX. r H 1 6'at iP TO!r-a•YOC A(RT ' SrAVNR A EHfO't/SIOHHR } fT1P.)(2E NCfE 1♦n'H SHFLT 11 ® 3 4 i/�• 8 3 r n a� i a t=4!M1VE1. 0 mH turuna f wx roT SCREWS :r (14,3/4• 1 I'vA 1s•D.C. VA SS Lrs 1EKSC EWS10-2 QS.O.C. CONCRETE ANCHORS 6 . J14r3/4•SA.S. _ i` i 11/4• - '1�d•.'F'�','• 1/4Y-23+NES OR 14•a-20 SS.M.S. 1 SHEET t4 O 9•a C N/ NOT a 9.O.C. ( S,UiEDUIE E I 3. �O %14-/1.. ••X 2.00 RAIW.'.` OT6L HTC ''TRUCNE L itF----- ! i CHH Ta I/ ,• (� is (N SrRCM EDGE AB OF F.H.SDS. `7 8• 17/8 "LAB E CONCRETEANCHORS �Norda(b)POlR1E0 CONCRETE (S�SRIEOUNE ON OH SHEET 1 NOTE 1J(b) •.-:.:- ,Z O -._ __ _ OR CONCRETE BLOCK SHEET 14) na, B CONCRETE ON SHEET d .. -. i TffQ1FRED OR CONCRETE BLOCK REQUIRED MO KEYSTONE MOUNTING INSTALLATION °PG`s”' --1/ (g) NV WALL FLOOR INSTALLATION © HV WALL WALK-OVER INSTALLAT -6W�" &O KW" W- .Vm, ,-0 ' REcu RED UARD INSTA aaL4> > nOsa FDR caraw,mN of c�cN CHIS: t THIS MOVA��EE W HEEN vALLAVION m ED '( D,a EDGE DISTAPONS O ADJACENT TO AN OPERATE Car 1 SEE IAT ATIONS OF USE FOR I—SEE SHEET 4 FOR„�L SHUTTER (SEE SPE03TAMTNS CHH MEET,3) OR E MAX 10 ON SHEET 19 INSTALLATION DETAILS WZ (PHV BLADE RNC,SECDON9 CAN BE COLMMED IN AVT WAY TO SW ANY INSTALJADON. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone P•��A A.:fi(��lr,,�� ®2915 EASTERN UETAL SUPPLY,INC. ERTHA HVTM ENSF.`�9, '- -- A S S A Accordion Shutter System --> 11 L ECO 1 M C. ■ ■ ■ ■ RV MAX gi w/OR W/0 Kv 11 WN RADE American Shutter Systems MSCRWT DATE oa 1A. „� T(WT TESTING h ENGINEERING COMPANY o:, ATE OF :: ws N.B.3bC s.,�.3m. TAW-OM namA 33t Association, inc. , OLD 11-Isz 4 /13 115 TATE 4/13/15 (Jos)en-/53C.c:(36S)e7i-1531 4288 Westroods Drive 2 DRAYANC No e Emmo�Com West Palm Beach, FL 33407 3 S/QNA1 ENG``` TTRE� ,J PF 4 15-085 P.E. N7SIGN 6E/DATE P.E. c SHEET OF 20 SEE END WALL CO 1LS ON SHEETS 10 do 18 `f INSTALLATIONS WJ 1 HV ANX 9 5. am OUT OD' I N �—E70511N0 CUSS K#9- At7F OC IN lM MAX r 0C roll S. BLADE W HV CENTERMATES � IS �O OR SEE END WALL COHNEcnON 10`®�®•�©•®� EUVING WSS DETAILS ON SHEETS 10 © O'©`"©•O, .®per ------ __ _-- ---------------- --------------- O ® © ® GO s l/a' y xSz•.1/8;0'-x 8 m 9• m t 5 s 1/2' r ,�Wa / 1 .= I/2_ OPPOSING CENTE MATES SYMMETRYCAI (,m/�1,0,/)� I' ®+® CENTERMATES {a)�,D.,/z'sus To 106E /,oas/a•s.Ns.o i2' V OCK o ro GMSS N o.c,fliu L41GHr W/ HV LOCK � or AT U41 AN61.E MP) I — (SEF SCHEDULE 5 * 5 I N �* 3 ON%W 11) ----- — - - ----- --- - ----- --- -- --- -- ----- 5 r— 1 * 1 1 112- v ® - ©�®�©.oa®a,0.®« o a � F0-U--T1HVC ,o•Os��•�°©'�°� HVA HVB ®� OO © O O ®m®-.©•0-06.10y@ ExSnN^GLASS PRED OONCRUE OR 6 •7 - 6 •7 t 0.��®' ®°4 ( OUICON TE Hicce WALL ID ct�S 5YMMETR_. ICS �N 6 .7 s nnoN 8 m 9• 6. g '\_Ews1u CENTERM SOPTIONAL ( GSEE SE �'® cuss 01 �. �� SHEET1I)r_ ® ® # W HVOC (w1ERo) ' ° °NDi.SEPI fJL1T1as:(Si SC ED ii.E ® rF-- 0"C ON SNFEr 11) (urtE7tfoa) _—_-- ----_0U T E O 16'O.C. 1 * 3 VARIES OUT s 1Y2-,ux.soot PUT - {°` ) HVE HVF** HVD FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone ```,t11Tp1llllllilN//// ®2015 E;S7ENN PETAL SUPPLY•INC. ``P��EP>L:7fC�jT✓ BERTHA HVTM �\GEN A S S A Accordion Shutter System L E C O IN c. H.V.aAM#1 W/OR W/0 FIV.WNbW RADE TILIJT TESTING!c ENGINEERING COMPANY American Shutter Systems DM.Wniv OATC ~4 •o: STATE OF 'Q:ti 8365 N.W.361..St.6x.:0.NRSA.S GMm7r It NIM Association. Inc. ' I alp 11-192 {/fa/,5.omu 4/13/15 �- :cy-i Pfxme:(SCS)IIi1-1370. F.:(3s)871-1531 4268 Westroods Drive - OR,tYANG No ' O FLORIDA`:�k'�� .--I:61h<60-t— Wee, Palm Beach, FL 33407 s ..........�,�,,.,, w,&JM A Ulf&f P.E. a 1 15-085 P.E.r9YAL�,{ti�iR;VATE rLMa Le N167 6 SHEET 8 OF 20 POU POURED CONCRETE OR POURED CONCRETE OR RED CONCRETE OR RIMCONCONCRETE REQUIRED BLOCK WALL BL CONCRETE BLOCK WALL REQUIRED _.- BLOCK WALL REOUIFRI) BLOCK WALL REQUIRED EXISTING GLASS (EXISTING GLASS CON F 1ANCNOCR•...1 EXIS NG CLASS T__. J 1 2•NW DMN3 CLASS z.MRH. -�---7 MR.sa%"T(CN. -/ }'-'S - 1•.. -. TD RISS tSfE LCL SOVACM ED ED TSO am(!El 1�EBME mAtL 10SCHUCASS S�EEf � 1�O 4U55(� SOACDAE 04%W 1/181.3'MAX. ON 5437 19 FOR 11 FOR BADE BAN) SOEn.r 11 FOR BA�DE0 (6063-%)CaNr. BPDFS�&Q� a4 SHEET 10 FOR 1/2• 11 TOR 19 '� tiN ON SW 10 FOR ALUD.�C�LOSER E0.fnocwTE Air 1 Br O&a N E�iOI&9DE 1� \ j ��&� EAOEsoa Q) oFU) °F0) -- ---- II 4 USE 1'OR 2•W 11 1/2•LLM. /10.1/2'SJL9. I t I ALUMINUM CUP I -- ©16"01C. ----- 0 16'D.C. _---- 4 \ (6063-TG ALLoi)AT LeoNEKxr 4 (2)1�40x1i�1S ANCHORS TO O SEE DETAIL X FO OR WASE.AT 1.O:(DoaTE AT ) OR SIDE CONNECTION EfINSR SIDE OF 7 OR ®- SEE DETAIL X TOR I OR®' TO TTacKS /�/� SEE DETAIL X reR 4 v 6 7•8.1�p•�- .IDE TO TRACKSC ��7 e a o.®a 0•®-V-V-a •®' SUE CONNECTION ®•Q�a©.Oj u e 10 u,(�• S-®'®•®'©•®" TO TRACKS ®•®-®•moo•®- ®•�®•c�-o•®- o•®-®•�-®•®-®•® ®-02 3 4 O END CONNECTION DETAIL 4 END CONNECTION DETAIL tU END CONNECTION DETAIL O 4 RUJUIRLD ONLY F'OR SPANS CRFATTR TW IV-Cr- POURED CONCRETE AOR L -----�EX15TM4G CLASS A-RECURM CONCRETE 6SatlC WALL �4c 4 4 a511 S.rAR1nU1 §) 1/2-SAL (Ir jt:: TO cASS(`3Y O 16• .C. MrL SFPNURCI: by - 1c4FOR Bax CO, 1/2MN,imtu ON Sm TD QAss /) SSE A SEEP ON OR B 19 FUR AliGNCR O C fDR BABE®A•d1 - OR 1 OR I CONCRETANCHORE eu Fs 0&QA 12 O.C. - ---- 5 aAnn✓®a FOR 4 ----- oR© J a W4.---J � I 211 - 1 _MIN' —_—._ ED - - --_ 8 .00R 2•MIN. --- 2•IAN. ♦SEE UMSfAT10N5 Cr 115E FLY2 I BiAC ©DN SNFET 19 (t@OR�oR i�OR i�ORVIEW ! 5 1 OR PLAN DETAICONIUETL ORcoNTE BLD«W u ON REOUIRED ©-©O ®- ©•O ©-©•O•®- 1 V BLADE OR HV WINDOW BLADE INTO �©O �.®-p.®.p•®_ ®' CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL d ®�$-®�-0®-�fl END CONNECTION DETAIL 6 "� RODIDA BUILONG CODE Non High Velocity Hurricane Tone ®2015 EASTERN METAL SUPPLY,INC. �CENs•;�/ BERTHA HVT>w lViLE C O �„�. Q■SSS■�i, Accordion Shutter System tLV HARE#I W/CR W/O RV.VANWM DAM TILUT 7ESfING &.ENGINEERING'COMPANY Association, Shutter Systems DCXRJ M ea e+ Ml STATE OF N55 NF.3&M1 L'A4�5 wLW 419118 aaml STI AS30CIatiOn• Inc. t OLD 11-192 4/17/15 a 4/13/1. F—(305)871-1531 5268 Westroads Drive x .—d;ta:.-Q0.W— West Palm Beach, FL 33407 5 DRAWING No WALTER A nun r.PE 4 i 5-085 P.E. #4 IT}E9AS! l�l1RE/DATE fLO u`' "": SH 10 OF 20 SCHEDULE Al SCHEDULE Q2 SCHEDULE 143 MAXIMUM SHUTTER SPAN Z+'OR "L-` MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*"L+' (ft). FOR INSTALLATIONS / T, OR 'L-" (ft.)FOR R 'L (ft.) INSTALLATIONS "� la BTW LSD CENTERMAHS & or(y or(V INSTALLATIONS W/ r�i'x CONCR-lE k WOOD (I)L+:UMIMUM ALLOWABLE SPAN FOR A CM34 W/ONE H.V.LO(c ®or®or or & W/ONE HV LOCKS M ANwRY POSRNE AS.D.DESIGN PRESSURE RATING. HD LOCK ®W/NO LOCKING RODS or ONE HV LOCK or Or OR W NO LOCKING WALL L-:MAIL ALLOWABLE SPAN FOR A GAIEH NEGATNE CENTERMATES®&®W/ONE HV W/NO LOCKI G R005® ODS / MOUNTING A.FSK&L MRNS�&PV.O� A.S.D.OIGN PRESSURE RATING. LOCK® W/TWO LOCKING RODS(5 TOP& (SEE NOTES t,rt) (1'AUD FOR MOUNTING (2)FNIOCED'JItE 70 DETERMINE 1,000MUM SPfN FOR BOTTOM SEE NOTES SHEET 7) FLOOR/CEILING G,H. I, 11,J T, U.W&X WALL MOUNTINGS(TOP/BOTTOM)OR FLOOR/CEIUNO: CONCRETE h WOOD MOUNTING MM" CONCRETE k WOOD WSTP.IATION5 � Iy CONCRETE M GIVEN A POSTTNE AS.D.DESIGN PRESSURE RATING, Rc11a WGM04 WML InFROM SCHEDULE.WAIT FOUN1G rERCF /GOWO ; GIVEN N£CJiNE ADO3lCN PRESSURERATDC.3 (tr X31 T a.)1 1tOOR/c>:v mMaMRtrc f+ct°`ta�) n ML w offmc DETERMINE MAXIMUU SPAN -L--FROM SCHEDULE. L4 ('0 L-� �,-(t] t-(G L# (41 L-W r142- IS-_ L-{e7 O MA1¢uUM SINTER SPAN Z+-OR Z•FOR 30 OR 16'-0' 1G-0' 16•-0• 16'-0' 30 16'-0- 16'-0' 30 16•-0• INSTALLATIONS INTO WOOD S1ULL BE UMOED TO FINAL L=MUM ALLOWABLE SPAN IS EQUAL TO THE _35 14'-70' 14'-10' 15-2• 16'-0` 35 - ~1<''-1D" 14'-10- 35 l6•-10' 105 pal.AS.D.DESIGN PRESSURE RATING. A3JJM!Lk1 p£TERMMED SPAN BETWEEN Z+'AMD 1 40 T 131-101 IS-f0'' 1r-7, 15'-2' 40 13'-10' IS-10- 40 15'-2' 3)PROCEDURE TO OEMWIN-c MAXIMUM SPAN FOR 45 13'-1• 13•-1- 13•-4' 14'-3" 45 13'-1- "1Y-1' 45 14'-3' t HV CORNER CENTFAMATE 13 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8' IS•-7' s0 12'-5' 12'-5• 50 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFK/AIONS W/FLOOR/CEIUNC MOUNRNC5: µ.$5 - RV-4- 12'-t1• SS 11'-50' 71'-i0` 55 StUL.I BE AS INDJCAIIDON MANDATORYCONDITION iZ FOR A GIAN POSY[WE kS.D.DESIGN PRESSURE NOTE/5.SHEET 5.11'-7 17- 60 11'-4' 71•-4• 60 10'-11' DETERMINE: 65 10'-70• 11'-1• it•-11• 65 10'-10' 10'-10- 65 9'-5' 10'-1- LI+-MAX 70 tW-.6• f0•-9• 11'-5' 70 10'-•6' 10'-6• 70 W-9- 9-4• Lt+-MAX.SPAN FOR NAZI./CEILIMOUNTNG iKLJMGT70!iS. L7+�LUL.SPAN FOR fL00R/CQUNG MOuiO1NG75 10'-1' f0'-4' 1I'-1` 75 10'-1' l0•-1' 75 - 8'-9' ttOfCEPT THAT IMXIN M SHUTTER SPAN'L+•OR INSTALLATIONS. 80 9'-10' 10•-0' 10•-9' 80 9•-10' V-10• 1 AND MA70MLMASD.DE%NG PRE55.57E RATING FCR FOR A GNEN NEGATIVE AS.D.DESIGN PRESSURE 85 9'-8- W-9• 70•-5• 85 9-6• W-6- INSTALLATIONS MIO CONCRETE OR CONCRETE BLOCK RATING:90 9'-3' 9'-5' 10•-1' 90 9'-3' 9'-3• SMALL IE LIMITED AS FOLLOWSDETERIONE:9S 9'-0' 9-2' 9'-10- 95 9'-0" 8'-fl' 1- CONNECTIONS TO KEYSTONE MOUNTING Li MNf.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 8'-9' -4• 9'-O• 9•-7' 7 5 8'-9_ _ 8•-4- LIMITED TO +64,72 p.a.f.AND B'-O•SPAN, SEC L2--Mo.SPAN FOR rl"/couNG uWNTWG _ MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7•_ 7-11' W-9• 9'-e'' 105 8'-7•- 110 B.'. 7'-7' 8'-71 W-2- 110 W-4' r-7• FINAL MAXINUM ALLOWABLE SPAN IS EQUAL.TO THE 115 W-2- r-3• 8•-4• W-n• 115 W-2- r-3 SEPARATIONTO GLASS SCHEDULE MmwUM BETWEEN 11+•,•21,-.%+ 'AND i2-• 120 8'-0- 5-11- 8'-2- W-9- 120 8'-0' 6'-ti- 125 7•-10' W-8' 0'-0• 8'-5" 125 r-10' 6'-8' AUL 7D ANCHORAND SPAN N'EGATNE A5.0.DESIGN 130 74-8' 6'-5' 7•-70' 6'-1• 13o 7-8' G'ti" MINIMUM PRESSURE RATING TO DEIERUINE MAXIMUM ANCHOR ____.._._.... WIND ZONE SPACING. 135 r-7• V-2' 71-9' 7'-9- 135 7'-7' 6•-2- SEPARAnON 140 7•-6• 5'-11' 7'-7 7'-6• 140 7•-5_ V-n' ASTM E-1996 _ 145 7'-3- 5'-9' 7'-5' V-3' 145 7'-3• 5'-4- TO GLASS T50 7•-2' V-7' 7'-4• 7'-0• 150 7'-Z' 5'-7' 155 7'-0' V-5' V-2' 6•-9- 155 1'-0' S•-5' 1 THRU 3 160 6'-11' V-2' I I 6'-7- 160 6•-I r 5'-2' V-4" 5'-1- 170 61-91 V-11- W-11' 6•-2• 170 V-9- a'-11' 175 W-7• 4'-9' W-9'--5-0- 175 6'-7- �- 180 6'-6- 4'-8• W-8' V-10' 180 W-4V 4'-6' � H V B LA D E 185 6'-5- 41-6- V-7• 5'-a- 165 W-5' 4'-6- 190 6'-a' 4'-5' 6'-6`_ 5'-61 190 6'-P4'-5' 195 -8'-3'� _-4'-3'' 6'-5• 5•-5' 195 6'-3' 4'-3' 200 V-2' C-2' 6•-4- 5'-3 200 6•-2' 4'-2• 205 6•-1' 4'-1- 6•-3- 5=Y E. 205 6'-1- 47Y FLORIDA BULDING CODE(Non High Velocity Hurricane Zone A1NL1111NIIlrry,� ®2015 EASTERN METALSUPPLY.._INC. BERTHA H L E C A ,«�. A■S■S■Q■ Accordion Shutter System ���.�•�$ FIV,13ADE#1 W/OR W/0 H.V.WNDOW HARE American Shutter Systems DESCRPn,R DATE ORWR sr wcY. G. TILLTT TESTING &ENGINEERING COMPANY Association" Inc- I OLD 11-192 < 13/15 DAIL• 4/13-/15 N.W.sem.u.5�e,M%YA;ro ow-wa.nomA 311 / �r'.Z, Paw„:(s73I6rI-1530.Fc,:(305)871-1531 4265 Westroods Drive z "'� a EmaralE„L1E�cEon West Palm Beach, Fl. 33407 3 DRAWING No o;��;Ftoalo¢.•G``.�' WRITER A. k.PX 15-085 5'......... ROM Uc 11 44167 5 SHEET � , 839�1blG.. E/DATE F 6 11 of 20 SPECIFlCATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES (SEE MORM45 S a.@ H ON sHom 6 k 7) 1.ANNCHNRS TO SUBSTRATE SKAU.RE AS FOLLOWS: POURED 001WT/0011L1=am POURED 011Th (A) TO 051M POURED CONCRETE(M:n.fe-3 1 WAMIMEO WALL SILL MOUNTING ©CEILING MOUNTING QFLOOR MOUNTING -1/4'6 TAKON OR TAPCON WITH ADVANCED THREADFORM 1ECHNaucr ANCHOFA AS MANUFACTURED BY LT.W.BUILOM(Ma•r0 m 3 TCx) SPAN ANCHOLTS SPACING I EGENn -1/416 x 3/4'All.PO:NTs SOi AhYH13NS,AS GCSiPoBURD BY ALL POWYS SCREW.BOLT&SPECIALTY COMPANY.(Mm.fD ®3 ksi) (R) %SA.CM NMVK FMM Kru w PFD=NUIJS tP92i NuBVL 112338 RUIN -1/4.6 BLUE TAP CONCRETE ANC11M W/CAP AS MSNUFACTIRID BY FLCQDA FASTENERS DRI Lam.(MTD fc=2 1351) 30 40 6a 75 90 120 160 205 30 4OW 75 160 112DIISD 2D5 30 40 60 7s 90 120160 205 TWMN OR _1/4"6 TAPPER+mcttom AS ue&wAcnm EIY POWE1a5 rASiIII(RS.INC.AND DISTRIBUTED BY ALL PORINS sCi BOIL&sPECNLTY _ 14 12 0 p 6 e a t4 1 t2 10 6 0 14 t l0 9 s 0 e 6 7APCON WITH AWMCED COMPANY OR ANY OTHER APPROVED LICENSED OR AIIIHOWED VENDOR REGISTERED 96TH TIC Alli SWITEN SYSTEMS ASSOCIATION,INC 3•-0 14 12 ID 0 Be a a 6 14 12 f0 9 D 5 6 0 14 12 10 9 0 'B 6 0 7HAFA6fON1 TECNCNOlOC1' (WI1.fc-3 kv1 DR Li 14 12 10 9 5 B 6 6 14 12 10 9 8 B 6 0 if 12 10 9 e B a s ALL +'�SOUD�r BLUE IAP W/CAP NOTE; 4 11 la 9 e a 6 7 14 12 l0 9 0 5 6 0 l4 12 t0 0 a e e ° AI)W ALUM EMBEDMENT NID POURED CONCRETE OF TAPCON OR TAPCON WITH ADVVM 11BE'ADFORM TEGFLHOLOCY ANOOIS Also TAPPER. 14 12 10 9 D ] 63 3.3 N 12 /0. 0 6 D 6 6 l4 I3 10 0 8 8 6 3 Tom+ ANCHORS IS 13/4'..ANO FOR BLUE TAP W/CAP ANCHORS R 1 1/2'. 4'-0' 14 12 Ia 9 a e a 0 11'12 to 9 e e 6 a 14 12 to 9 a a a 53 14 12 10 9 6 8 6 1 4 H 12 10 9 D e D 43 /4 12 la 9 D B -:L 33 A2)MHMLIM EUBEDMFNT OF 1/6'6 x 3/4-ALL POINTS SOUR-SET ANCHORS SHALL BE 7/8'WO THE POURED CONCRETE.NO OIBFDMENT 1• 12 10 9 8 a 6 4.5 14 12 10 9 0 8 6 53 N 12 10 9 6 ° 8 43 INTO 510x0 SSikll.M PERMITTED.1/4'0-20 SVS MACHINE SCREW USED SHALL BE 1 1/2'LONG MIKMUM SHOULD STUCCO DOST.AND 14 12 10 p 73 3.5 3S - 14 12 10 9 D 8 B 5 N 12 10 9 6 7 53 a • /4 016 Pot+ 1'16IralUM FOR WALLS Y7IH NO SRIxO. 5._O. 12 10 D B 8 6 6 14 12 10 9 0 0 6 53 14 12 10 9 8 B 6 4.S 21� N 12 10 9 e 7 4 - 14 22 t0 D 9 95 S 35 14 I2 10 D 63 5 33 3 A3)IN `(ASN:THAT PREECST SONE PRET CONCRETE PANELS.PAYERS OR ANY VEKIDER BE FOUND O/THE DUSTING WALL OR FUOOR t4 12 to 1 9 1 a 17.5 14.51- 14 12 t0 1 9 8 a 5 43 14 12 l0 9 B 8 43 ]5 ANCHORS SMALL.BE LONG 04DM TO RDFCH Ti MAN STFM CT Bt7pND SAA WALL FINISHES.ANN(IfORM.E SFW3.DE u Ih'771G,TID ON 14 12 93 7.5 43 43 - - I{ f2 10 D e 7.5 53 ♦ 14 12 10 9 0 0 f3 35 NOTES At)h A2)ABOlE.TOR INSIA1ADOfti ON'NHI'L SD9G OR bF5 WRH OA WFfpUT YEFN.STU05 CON51}LT MS ENGOffFR.FOR N 12 10 D 0 e a t4 t2 /0 0 B 0 6 .5 f4 I2 10 9 0 63's 13 IhSTALA ,CAPD EIIS W(TIi YE7A SRIOS SEE SHEET 20. B-0' 4 _ .__.V ...._..__.,..__.._ .,....._. _.___. +4 12 10 9 3 es 3 14 12 10 As 7 93 4 3 14 12 8 Ss SS 4 3 - 0 t0 E7ldTIFTO CONCRETE QIOCR: U 12 10 0 6 B - - 14 12 to 9 a a3 s 3,75114 12 10 83 e 5 4 - O (ASTM C-90) 14 72 6 05 55 3 - - 14 12 10 9 D OS 49 33 14 12 10 B 1 6 33 3 -1/4"0 TAPCON OR TMCON WDM AD'V'ANCED TIMIOMRM 7ECFNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.SUIDLTT. 14 t2 10 9 0 6 - - 14 12 10 0 8 7 5 4 14 12 10 D 73 S5 • 3 -1/4'41 x.3/4•ALL POINTS SOLID-SET ANCHORS.AS DISTFWUIED BY ALL POINTS SCREW BOLT 6 SFECALTY COMPANY. 7._O. -0 l4 12 f0 D 03 4 - N 12 0 73 5 43 33 - is 111.5 7 SS 43 33 - - t/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORADA FASTIMRS Dmi WC. N 12 10 9 73 53 4 - 14 12 9 7 73 43 - -1/4"6 TAPPFRr A4CHOR5 AS MANUPAOROiED BY POWER'S FASTENERS,INC„AND DISTRIBUTED BY ALL PONS SCREW.BOLI k SPMQ.TY 14 it J11,514.5 - - 14 12 9 73 33 4. - 1<, t2 9 T 8 43 3 _ COMPANY CR ANY OTFRER APPROVED LKENSW OR AIITHORRED VENDOR F&=E=WITH TILE AMERICAN SHUTTQN SYSTEMS ASSOtlATiOH,INC. 14 t2 t0 D B 6.5 - ti•S2•_._. 9_ a .6 4 - 14 12 10 8 6S 6 35 - NOTES: I4 12 a3 7 1-Nl-3'- - i{ i2 B lu S-5 4 J - 23(l3 6 5 4 3 - - &1)►9NMUM EiBDDME?Tf INTO CONCRETE�Ei OF TAPCOK BELE TAP W/CAP NNONORS AND TAPPER+AICFiORs IS 1 1/4'AAO TAPCOH fa 12 95 73 0 - - - 14 12 93 a 63 5 - - t4 12 0 6 83 4 - WTTH A7AANCED IIWEAOTDDOI TECIR7TOLDGY ANCHORS S 1 13 83 63 a Z5 - - 14 12 10 D 6D 0 - 14 12 a 63 5 4 9•-0. 14 tt IO 9 e - - - t{ 12 10 0 73 43 - - l4 12 .7. 0.7E URMUM EMBEDMENT OF 1/476 x 3/4'ALL POINTS SOUO-SET ANCHORS SHALL BE ENTIRELY EMBEDDED IMO THE CONCRETE Bi No t4 /3 73 0 4 - - 14-11--7- SS !33 - 45 S5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED.1/4'6-20 SS MACHINE SCREW USED VTOL BE 1 1/2'LORD WhNUM SHOULD STUCO3 14 1- B a3 45 - - - 1 12 3 7 5A i -= f1 "7 53 8 4,5 - - DOST.AND 1'160CUUM FOR WADS WITH NO MICCO. 13 63 55 1 - 1412 9 T 6 43 - - 14 11 7 35 43 35 10•-0. 14 12 10 p 7.5 - - 14 12 10 a'65 S - - 14 12 a a 5 4 - - BJ)N CASE THAT PRECA..1T STONE.PRECAST CCNCRETE PANELS.PAVERS OR Aft VENEER BE F'OIND ON THE DOST'"WALL OR FLOOR. 14 1 7 S 35 - - - 13 93 83 5 4 3 - - 10 73 5 4 5 - - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE PALM STRLCTLIRE Di SAO WALL 11,13 E5.ANCHORAGE SHALL BE AS MICA=ON 14 11 7-5 55 - - - - 14 113 9 6 0 4 - - 15 95 6 5 4 4 - - NOTES B.1)h B.2)AEIOM'• FOR INSTA:1NgES CH VINYL SIDING OR ETES WITH OR WT1WU1I METAL STUDS CGw-T TI{6 ENC INiED? 03 e S - 14 12 a a3 53 4 - I3 10 63 5 4 3 IDR 9NST/l'1AlgN CYTO Ei WITH METAL STUDS SEE SHEET 2D. 11'-0" 14 1] 10 - - - - _ 14 12 9 7 6 43 - - 14 103 7 55 43 33 - 23 9.5 5 - - t2 9 6 43 s 13 - - 9 7 45 35 3 (C) MOMS SHALL BE NSTALLED raLDWING ALL OF THE RECOMMENDATIONS AND SPEOFlwiL1VS OF NTE A C ioR5 MAHUFA^D1RfR. 14 10 7 - - - - _ 14 1" 7 33 45 _I_ _ 11.51 8s 53 43 L75 _ _ _ (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIDILSHW rCR ANCHORS. 93 7 45 - 3- 14 1 73 6 3 12 8 5 0 4 4 14 f2 10 - - - - - 14 12 0 0.6 63 - - - 13 10 195 5 4 - - EDGE DISE N tC CPA CPM 13 85 43 - - - - - n a 33 4 u - - - B 5 4 3 - - - - GIUD SCHEDULE FOR 9 INDICATED MORc• MA1LtULT APING-ACWO S ARE VALID HFORXD LOGE DDTANCES iFABE10W.FOR E 0.16S TION IHC cIDSATFD,CLINGY:AN'?gR SPACING 13.5101 6 - - - - - 13 95 r7 5 a - - - 03 8 a 4 - - - - BY UCLTIPLYPTG SPAC'WG EDUSI ON SCNIDULE BY THE E FOU.00i T FACTORS. 9 83 - - 14 DS 7 5S 45 - - 11 9 53 43 33 - TEDIIx.D SPAS OBTAINED 1151LR0 FA-MR SHALL NOT BE LESS THAN YPAMUN SPACIX9 oIDKJlTEO FOR FltN ANClAYt TYS'E. is 12 - - - - - - if 113 7S 6 3 - - - 12 9 e u 4 - _ - FACTOR 10 JS 5 4 3 - - - 73 33. 4 3 - - - - ACTUAL 23 a5 - - - - - - .t2 9 a 43 4 - - - 95 7 5 4 - - - - EDGE TAPCON 7HRE��TECTAPCON Wi HNOLOGY ALC.PONT SOLID SET BILF-TAP W/CLP TAPPER+ Is c _ _ _ _ _ _ 13 93 a5 5 - - - - 05 73 5 4 _ _ _ _ �� O INCTANCE MLN.SIKOE: 14'-0' 14 12 - - _ _ _ _ 14 10.5 I 3.5 - - _ - It as SS 4.5= - - - E0. TNM.SPACfRG..S' MDL SPACING-3' WN.SPAGNG.3 I/Y MR SPACING.3' 3 3/4' 4" To 9 7 45 35 - - - - 7 5 33 3 - - - - 1 HV BLADE W/ CONS FOLrm m�TE mra'9E etas �ATE R POUTED coNCRHE t PtLM RALYIIE LaCW RIO( - _ 11 a 55 4.5 - - - 0 83 45 - _ _ WINDOW C01M T�BLOCK IN FD..31/Y ML EG.21 CONC'REIE3BLOM CONCRETE BI= �Fb.31/t k�.21f1 14 - - - - - _ = 72 1a 6z - - - - - HIS Ds a s - - - - - BLADE WORKING s• 1.0 0.30 t.D o.�e T.o 0.84 1.0 15•-O"9 _ _ _ 63 65 4 - - - -- - 5 7 - - - - - 2 1/2' GSL 1 D ..__. - ....._..... _ 0.67 1.0 tD - - - -7- - - 05 a s - - e3 e 4 - IN UNISON♦ 2- 0.71 - - - - - - - - - - ] - - - - - - - 1s E3 55 - - - - - 9 B3 43 - - _ - i 3/{� - CDt - - - 0.43 16•-0' - 0 l3 3 1'7 03.5 0,35 93 - - - - - - 9.5 ' ' - - - - - ° a ` - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone TI(U AAAii 0 2015 EASTERN META SUPPLY,INC. N ES r�9 ' BERTHA HYTM F A�S�S�A� Accordion Shutter System L �-6 , KV.BADE g1 W/OR W/O KY.WNDDV BADE AmeNcan Shutter Systems n. : •C C: Ti TESTING &ENGINEERING COMPANY 1 cwno. 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