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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 p{Sk'� � I• S i� � 14�� t � l . _. rg wap a r dz r. f f.g, .. tlofida Dej3amc`lie DCIS Home '; Log In ( User Registration j }int Topics Submit Surcharge Stats&Facts Publications q'. FOC Staff i OC[5 site Man rinks Search Busines ) Professi nal t='g product Approval � gl USFR:Public User Regulation P,.whut Annfnval K•no>Pfmiurt nr.nnllcation Searth>AnnRrnnnn Lilt>Application Detail C( �, FC a L389-R Application Type Revision Code Version <014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209=8263 breeley@easternm etal,com Authorized Signature Bill Feeley frodriguez@castemrrietal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall Category hutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer '?: Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tiilit,Jr.P.E. Evaluation Report Florida License PE-441.67 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received! Certificate of Independence Ft.389 PB C01 HV ACCORDION Cl NONtfVH y ,� Referenced Standard and Year(of Standard) ";', Standard Year ASTM E-1886 2005 ASTM E-1996 �r2005 ASTM E-330nj 'u *` TAS 201,202,203 91 Equivalence Of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D htip://www.floridabuilding.org/pr/pr app_dtl.aspx?parani=wGEVXQwt.DgvYYIII-12vJvx5... 7/16/201 Florida Building Code Online Page 2-of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval OSIO712015 Date Approved 06122/2015 JSummary of Products --� FL# IMadel,Number or Name Description 389.1 8erlha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and l Non-HVH215.086 bottom)for storm protection `Limits of Use Installation Instructions Approved for use in HVHZ:No F1 380 go If A.S.S,A,INC rRVA.',-1S-IJE6.r tf j Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact ResistantrYes Created by independent Third party:Yes Design Pressure:N/A Evaluation Reportst l Other:Large Missile Level"D".Max span is 12'-7'for 35 psf positive R}3RQ n8 tF A SS,A INC. p, -fc v,+c;_t 5 Trlf.nr'.f i ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party Yes window biade,S'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6'for 55 pst HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max..ASD pressure rating of+72,-72 and 84' ` -64 psf.Seesheet5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top-and Non-HVHZ-Drw�SS-088 bottom)for storm protection rAppircived its of Use Installation Instructions for use In HVHZ:No f0A9 2((_lt A.S.$_,A,INC C?RL.rC }v 8 r tf provd for use outside HVHZ:Yes Verified By American Test Lab of South Florida Inc Impact Resistant:Yes Created by independent Third Party.Yes Design Pressure:N/A Evaluation Reports I Other:Large.missile level"D".Max.Span is 16'-0"for 30 p.s.f negative Fl3R+a ria r E 4 S.A INt` r+E?,u. D{iFdC.15 ,L 1jV,iriii ! ASD load depending on centermates and locking rod configuration for the Created by IndependenfThird Party:Yes HVI blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.r.for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HV1A working In unison.See sheets 7,11 and il( 20 respectively of Installation drawings for other spans and pressures. 389.3 BerUIa HV Accordion Shutter-COMBO- Extruded aluminum Interlocking blades retained by tracks(top and Non-HVHZ•Drw 15.084 bottom)for storm protection Limits of Use Installation Instructions Approved Tor use in HVHZ:No tg.R8 ti t..S.S.A.M r DP%C.'-5.004.I f 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 Other:Large missile.Max.1610'span at 30 p.s.f ASO load for Blade 1 FI{4_ ria A7 1 s.5 A INC P>r,..ft rniWC..f5-ti94 n8f and 18'-0'for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party,Yes fres ectively Contact Us:;1940 north Monroe Street Tallahassee Fi.32399 Phone:8S0.487-1614 The state of Florida is an okNEEO employer,copyffahl 200y-2013 Stare of FlOrida,;:privacy Statement::A"07,1bllity Statement:: rhmd Stptement Under Florida law,email addresses arepul?llc records.It you do not want your a-mall address released in response to a public records request;do not send electronic mail to this entity.Instead,contact lite office by phone or by traditional mail.If you have any questions,please contact 050.487.1395,•porsuam 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 emaits providers may be used for official communication with the licensee.However entail 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 ifyou are a licensee under Chapter 455,F.S.,please click hers_ Product Approval Accepts: Gt'CUTil lyiri:'9 3i Yr:.k' •.nic'i I' 1 httpJ/www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx5... 7/16/2015 GENERAL NOTES' 1.SLIM N.V.ACCORDION SHUTTER Sl'U SHOWN ON THIS PROtDICT EVALUATION DOMMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE ON ACCORDANCE WITH THE 2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORDION SWAIM SYSTEM SPALL.NOT HE INSTALLED AT HCH VELOCITY HURRICANE ZONES. DESIGN WIND WADS SHALL BE CERDIMIED AS PER SECTION 1620 OF THE ABOVE MENTIONED COIF.FOR A BASIC WINO SPEED RECOMED BY THE JURISMIBON WHM 9RRiER w=LL TABLE OF CONTENTS BE INSTALLED WITH A DIRECTIONALFIr FACTOR Kd-0.85,USING ASS 7-10 AND SHAUL NOT EXCEED THE UACDLUM(ASLO.)DESrCN PRESSURE RATNCS INDICATED ON SHEETS 11 TYRU 15,19&20. IN ORDER TO VERIFY THE ABOVE CONCOION,ULTIMATE DESIGN WIND LOADS OETRUI EO PER ASCE 7-10 SHALL BE FIST REDUCED TO AsO.Destsu WIND LOADS AREA•1: HV BLADES(1)& 7A BY L1U.TIPLYTNG TEM SP 0.6 IN ORDERTO CCUPAX THESE W/MARL(AS.D)DESIGN PRESSURE RATINGS INDICATED ON SHITS 11 TON 15,19&20. GENERAL NOTES SHEET 1 IN ORDER TO VEUFY TENT COMPONENTS AND ANCHORS ON THIS PFA..AS TESTED,WERE WA OVER STIRM D.A 33 R INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ltITI USED IN T14M SYSTEM COMPONENTS 1-20 SH W 2 ANALYSTS.HOWEVER,A WIND DURATION FACTOR C0-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD, SYSTEM COMPONENTS 21,-37 SHEET 3 EIMIHA H.V.ACCORDION SWAIM SYRTEMrS ADEO FOR WIND AND LARGE FISSILE IMPACT LOAD HAS BEEN VMTFIO)IN ACCORDANCE'MTI SECTION 1049.1.2 OF THE AI3OJE MENTIONED tX]DE AS PER SHEET,..a ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 TYPICAL VMBNDOW BLADE&WINDOW DETAIL -HV SHADE 1D /0214.01-03,J0715.01-03.'1004.07-05,/1214.01-05.(0317.02-06.¢0609.01-10 MD{0210.01-11 AS PER TAS-201,TAS-202 AND TAS-20.3 PROTOCOLS AND ASIA E-5886 AREA - HV B AFI (17/�D HtItI�1N1ND. y( 61 AE7F'(ISA AND E-1996 STA.TMRDS(MISSILE LEVEL D.WIND ZONES 1,2&31&/1220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE ADS M OWERE ApPUCASW -HV MWIDOW BLADE 9/0503.01-08 AS FAR ASM E-1866 AND E-1996(MISSILE LEVET.0,WIND ZONES 1,2-1 BASIC PROTECTION ONLY AND j 0725.01-88 AS PER TAS 202 PROIOCDL. TYPICAL SLIMIER EIEYATAN &NOTES ON LOCKS SHEET 5 INSTALLATION OETAIS A-F.CONCRETE/BLOCK SHEET 6 2 IN BADE QQ AND H7'IWNDOW MADE a ARE ENGINEERED TO WORK IN UWSON WRIT EACH OTHER UNDER THE GENERAL UURATIONS AND CONDITIONS OF USE INDICATED ON SHEET t9 INSTALLATION DETAILS G-M,CONCRETE/BLOCK SHEET 7 3.MUM N.Y.ACCORDION PINS(NW 5CHI M5),USED AT BLADES KNUCKLE A40 FOR DIRECT MOULT COMECTION TO TRACKS STALL BE/14x275'AND 114xL7S RESPECTIVELY,410-HT MINIMUM'SMES CE)ITERMAIE DETP23 IN SHEEr 8 5TFINLESS SITE.SCREWS WTH 135.0 ka,YHE1D STRMGO+AND 180 k TENSTE STIMITIL PJNS SHALL BE COATED WTN BMT HA HW OACROSHHELD COATING SYSTEM AS WVNFAMMED BY APPROVED CIENTMMATE&IMRATNG DETAILS HV $"M 9 OLAT9NG APW.UCATORS,MREERS ' WRH►UE6CMN SLITTER SfSTEMS ASS013ATDCN.PINS MUST SEAR THE W,UARKLNG ON THEIR HEAD. 4.ALL ALUMINUM EXMMONS.SFIALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM Y[RD STRENGTH FOR 0003-T6 ALLOY S 30:6 kri AND 35.7 TCT TNN{ END CONNECTION DETAILS 1-6.CDNCRETE/BLOM SHEET TD 6005-TS ALLOY. MQGMUM SPAN TABLES SHEER 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHAT 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AM SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50015 WITH SO kat MIN.YIELD STRENOM AAD 90 k9l WN.TENSILE SMENDTIL ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLAPoOA B1JIdOG CODE BECTON 2411.3.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASTM A-307 GALVANIZED STEEL OR MSN 304 OR 316 SERIES STAINLESS STEEL WITH 35 IW MTK.MUM YIELD STtENOT. ANCHOR SCHEDULE-WOOD SHEET IS 7.SEE THE FOUAMNG SHEETS FOR ANCHOR SPEOFICAM&FN BLADE(D 12.13.14.15 AND 20 INSTALLATION DETAILS U-R.WDGO SHEET 16 NN BLADE O&@ WORKING M UNISON: 12 13&15 INSTALLATION O:TALS S-X,WOOD SHEET 17 B.THIS BERTHA H.V.ACCORDION SHUTTER SYST'M BEARS A U.S.PALET/8'779,SHZ COUPONENIS NETTS APPRCfVAL ARE COVERED.IN WHOLE OR 9i PARE BY U.S.PATENT X5'458,170 ISSUED TO EASTERN END CONNECTION OETARS 7-12 kX;WOW SHEET 18 UErL SUPPLY,W- 9-IT SHALL.UE ME R£SPO3NSISNIY Of THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE W7HERE SHITFER S TO BE ATTACHED TO INSURE.PROPER ANCHDRAGE CONTRACTOR TO SZVCAIJLX AREA 3: HY WINDOW BLADE 0 ONLY ALL SMJTTER COMPONENT EDGES WHICH RIB MV.THRU PASTENING IN CONOY'UOUS CONTACT WHIN THE BVTIDING TO PREVENT WIND/RLN INTRUSION: TYPICAL SHUTTER ELEVATION SHEET 19 !D.EACH UNIT ULM BEAR PERMANENT 1A01.IN A VISIBLE PLACE WIN!WARNING NOTE DINING PERIODS OF 14URMCWE WARNINGS NOW OWNER,TENANT,OR OTHERS,MUST PROPERLY CTASE ALL HV AND HD COTEMAIES AND ENGAGE OR LOCK.ALL FN NO NO LOCM AREA 4: HV WINDOW BLADE nnNix 11.SHUTTER MANUFACTURER'S.LABEL SMALL 8E LOCATED ON A READILY VISIBLE LOCAT.ON AT ACCORDION SHUTTER IN ACCORONNCE WITH SEcrm 17t0.8.3 Or FLORIDA BU wRo CODE ONE wEL S7VUL.EIE INSTALLATION DETAILS,METAL STUD WALLS SHEET 20 PLACED FCR EVERY OPENING,LASELN3 TO COMPLY WITH SECM1 1710.82 OF THE FLORIDA BUILDING CODE 12 E+LRRA N.V.ACCORDION SWATET SYSFEWS INSTALATION.SHALL COMPLY TM SPECS INOGTED IN TMS DRAWING PLUS ANY.BUILDING AID ZONI WS REGULAIMS PNovEED SY TIE JURISDICTION MIME .. PERWT IS APPLE!D TO 13.(a)THIS P.E.D.PREPARED BY INS ENGINEER I5 C04RUC AN,.)DOES NOT PROVIDE INFORMATION FOR A SUE SR cGTO PMECT,I.a.MIME THE SITE CONDIT)=OEYNTE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR INE SELECRON,PURCHASE X40 INSTALLATION INCLLUDWG ICE SAFETY OF IHSS PRODUCT,WED ON THS PXXD PWICED HEISKE-ODES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS ODCUMEM,CONSTNcimn SAFETY AT SITE S THE CONTRACTOR'S RESPONSIBILITY, OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.ED.WRL BE CONSIDERED mmo IF ALTERED BY ANY MEA.:,. (d)SITE S?M'r,PRW=- S SHALL BE PREPARED BY A RLORIQA REGISTERED MCMEM DIT ARCHITECT WHICH WILL BECOME THE ENGINEER OF.RECORD(EO.R.)FOR THE PROTECT AND WHO WHLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.ED.E1A"I,OEM OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.ED.ENGXaR SHALL SU815R TO TOS LATTER THE SITE SPECIFIC UP40IN S FOR REVIEW. (<)O RONAL P.E.D.SHALL BEAR THE DATE AND CRC`.NA.SEAL AND 5Y$HAlURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED R. 111 FLORIDA BUILDING CODE(lion Nigh Velocity Hurricane Zone .A.r/r`rViAU ®2015 GRNSTE .METAL SUPPLY,INC. V BERTHA HVTA � ` �1CFiCr� lv'y !"'ll IMicom-.\ /�R.V .E ■ Accordion Shutter System KV,MADE#1 W1 OR W/O KV.W NDOW aXE 13. v! f = American Shul4er Systems ."I DEscH M04 DATE DRAm Or. MJ_ 4 TILLIT TESTNC& ENGINEERING COMPANY V SOF ASSOCTatian. Inc. 1 OLD 11-f 92 a l 13 IS CINE 4 13 5 5335 K.W.Orn.ISL. -,1 3M.Y.MRA OVv7D5.1LCA1a 33+ ! 1 / / (30 PN,..: sa71-1530.I". (305)67+-1531 4268 Westroads Drive 2 %,SSf1 � West Palm Beach, FL 33407 3 DRAWING No OVAL ENG aE` WALTER A iP11T.b.PCE, N 1 5--085 P.E. SE"It 0V6RE/DATE R°"AIA U.t 4AT67 5 SHEET 6 1 OF 20 a•.ran wiocr D7M vans Ly g,. e},Rj'•, � ""' o um. kr� .1.,200• .OS 4.371• 4AS 1 HV SOLID SLA DE ' 5 HV 90'/180' SiARTE 3�HY UNIVERSAL FLOATER '� COVER 8179 Q OR'0 / QUALIFIED FOR USE W/ HV BLADEt(� �4 HV WINDOW t3LeDE' SODS-115 D RV BLADE 15 ALLOY AND TEMPER Q UALI FIED FDR USE W HV 6063-76 ALLOY AND TEMPER 'SEE LIMITATIONS OF USE OF BLADE®ON SHEET 19 BLN}EL1) r . - 12 "- 6063-I6 ALLOY AND TEMPER T3• 6063-T6 ALLOY AND TEMPER .095• . 3.. (m.) I � z.G7D- =(10R 1 012" ADAPTER L PNV WALK—OVER TRACK BtFOEQ� QUAUSED FOR USE W/ HV @9 HY TRENCH TRACK 6063-T6 ALLOY AND TEMPER BLADE 1— OUALIRED FOR USE W/FN OUAUPIED FOR USE Wf FTV CCES-76 ALLOY Alio TEMPER SLADE 0 ONLY. HV RAINGUARD BLADE(9� „. 6063-16 ALLAY AND TEMPER. QUALIFIED FOR UJE W/HV 6063-T6 ACLOY A3i0 IEMPCR vets BLADEAJ A(l7} L' 1s1s rba ( VARES 193E, 6063-TS ALLAY D'TEMPER 1.917' 0 3' .... 083' .083' , m A43• 093• • _ 67 •N .093' 1 .093, iii • — _ �'. 4' 67a 1.580 m EF` 61701 1 HV HEADER/SILL `-1 11 HV CEILING HEADER Q (j� � Hp CEILING h AD SILL � ._._s.574• I OL HV FOR USE W/ HV BLADEn.D , OU 6063-T6 ALLO AND TEMPEtY"'ONLY QUALIFIED FOR USE W/ W BLADE - 14 HD WALL HEADER/SILL SEE SECTIONS FOR VAUDI SEE SECTIONS FOR VAUDI Y. QUALIFIED FOrR USE W/ 1' 6063-T6 ALLOY AND TEMPER 6063-16 ALLOY AND TEMPER OlAOE V ONLY. . e.X.. 6063-T6 ALLOY A14U TEMPER COMPONEW A D `Ti i2 % Y L X N`Y aaL t I• 2' 1 2• A.128' 2' S•AAWi.t 1/8' 1/8' 3' 3• j0.040' .,............_.�..-_.__ .._I__._.............._......... x i@ 2- S'MAX 0.192' 0.192' f SSIDE ANGLES ' OUAUFIED FOR USE W/I4V ALUMINUM ANGLES l9 2z• 7-MAx.1.0.190• as 9o- 0 CORNER POSTS BSE Q - QUALIFIED FOR USE W/HV i QUALIFIED REUSE W/HV 6063-T6 ALLOY AND TEMPER BLADE 1 ONLY. 2. V ami 0,139- 0,131' 6063-76 ALLADE .TEMPER 6063-T6 Atl ETTEMPER F10R;DA BUILDING CODE Non Nigh Velocity Hurricane Zone T1(j�'Tia,� 0 zafs FAsrFTLN W-Trs strPPLY,mc. -0 , �.• ER HA TM 7T71LT7EG O INt. A■S■S■A. Accordion Shutter System FLY.916E#1 W/OR W10 FLY.WNDOW HAM American Shutter S�tams TILUT TESTING&ENGINEERING COMPANY-- arscu,P'Nax DATE ORA*W Rr: ML' STATE OF sm Kw.3M s<St.. vS atA .acMA 33, A%soctottan, Inc. i 1 OLD 11-T92 L/13/Is aAT 4fT3/Ts '. +u; au. 4r-^ r>frwn:(xs)e71-1530.PeA: 4268 Weskraads Drive 2 —DRAWING No F �++ • 9 �Ix West Palm Seach, FL 33407 3 SSIONA1T•`v% 8'FLOR A TCLO sr. 4 S EET_OU5 • P.E. S� ij61GdM5�}RE/OA7F PLORaA Lk.a 44W?? s 6 2 OF 20 4 9' 4.576' _..,_ 743' 1 f-Ct!t•-20 Ga5'i �/ .745' 3 14.354' SSUS,A riJSID9 7tcir�MO� C'ST RP.) N_tt5a4G F.NM4it ID 1 r ' n } 4 1.31' If .31a... _ Linnl C(Of* _6FASS crP T MARn(aftU�E (omC4E PT, ) 21 OUALFIED FOR E 1,&(9 ONLY �21 HV FLOATING CENT MATE a. o .375 --'I— HV LOCM HV EGRESS LOCK QU IED FOR USE W ITV DLADQl &h! ONLY t.___�073' QUAUFlEO FOR US[ll/HV QUAiJFlED FOR USE W/ FN 6063-T6 ALLOY AND TEMPER / a' '� � 6063-T6 ALLOY AND TEMPER 8140E F:d& ONLY_ BLADE(D&(9 ONLY. F1E0 FOR USE W/HV B[ADE 7 ONLY `�' ,tE• 74' 6063-76 ALLOY AKO 7CMPCR PAsTl xrA6 ra' MOLDED TO �I 7.755' 9' 4.045' SCREW `7 7._,079' 1.]55' o-. off. -:SbO•AFTS7E RIVERNG 1'y 6p 1/4-9-20 x 3/4" BEFORE RIVETING ' "r }��(� S,S. THUMBSCREW 1/4"0--M RIVNUT* ^-` "� $as($9444 AUM.UM 41624-Y3 A M LA=PL R E 7Jan TJ {o--- =I =F 1—•AYE ! sIu kUr".FAAr f orcb.As urxurxn rm BY Awn PLAN + rR«a aI.VAT+6R {�/,SALE -11-LOCK CEN A ! a.sba' OVW=MIN,PA1r:PPc+v.NEW uRstY 0=4 OR EcwL 2�7 LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/FIV GLADE t)ONLY HV FEMALE "T" LOCK CENTERMATE "T" LOCK ALTERNATIVE LOCK o FOR USE QUALIFIED FOR USE W/HV BIRD= T)ONLY 6063-T6 ALLOY ANb TEMPER OUAUFIED FOR USE W/HV HLADEMONLY (y/ B E�`�1 ONLY. QUALIFIED FORQ)ON . HV 6663-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- BLADE : ONLY. 1.9n r.9i7• _._. "51t ,_,I 4-TIIDUESURtI ,41 .00 _.osr' I- - PTY�CYLINDER.214 In .725•Uz �3{I HD CEWRMATE0 0 �j2` HD CENNgm - .405 w m �0 a QUALIFIED FOR USE W/HV BLADE T &QJ QUALIFIED FOR USE W/HV BLADE i &{int ( 1 r 6063-76 ALLOY AND TEMPER ED63-T6 ALLOY AND TEMPER N S m VARIES.12`MIN_ QUA,Rio FOR USE W/ HV BLADE E�-1,&� � S w, � i/4'a-7o ss,4tl1 SJa'�-le 1.1'..8• 6063-16 ALLOY AND TEMPER ' I `' 3NtLA4D1Ur2N + e -•-F�TIs,p�.R (�a,Au, D� { GR :ls — '� . 1�.........._. 1.5 u;n C)1.INDiR � 676'Maa. LgCKiNG ROD 1/4•0 HD LOCK OUAURtrot Y7se-W7-pS euDEV Ti a t3�i 1/4" 20 AI51 304 ar REGEN weRDwae£uaRrsE LOCKS sExEs 2333 nanx DELT LacN 6063-T6 ALLOY AND TEMPER 6 HY 3/S d-16 ACETAL Hy O5,K4 ADW FOR USE L Etv BLADE(D&© �5 iNSFALLATiON WILL REQUIRE A 7/1.6' HOLE THUMBSCREWS '5ERIES S.S, THUMFISCREWS / 6RILD A7'fWYCKS FOR PROPER EMBEDMENT Q QUALIFIED FOR USE W/ tN BLADE Q FLORIDA BUILDING CODE(Kon Efigh Velocity Hurricane Zone .......... �2015 EASTERN METAL SUPPLY,1N0. a 4`;••��CENSF ' A � � � BERTHA HVTra IT, . E C® .►,4. Accordion Shutter System Hv t �w/OR w/o Kv wsN�ow MAX ;cc American Strutter Systems cv.Nd 0cscap_0 aATc I DAOM ar:S M.(. TILLIT TESTING& ENGINE€RING COMPANY k, Association. Inc. LLD 11—,92 4113115 Dai; o/13/15 . b3 ALAv4 :�ttr llt %� L✓R '� Pnoma:f3 33671-55 I0,F..(So5)a7,-153a 42a68 Y'a6troads Drive z DRAWING No e-m t:bY,cwoaa.com Nest Palm Beach, FL 33407 3 �- SSION,M- �.0 EB-ODM 9 15-085 "17jNNNNU+1:4q+ WALTER A RUTT an P.E. P.F.. SEAL/SIGNATURE/DATE FtOROA Lk.)44167 a StfE3 OF 20 SHUTTER ASSEMBLY SCHEDULE FOR 3/B^ HV(D HV a 4i 12^MIN. CE^ E �s2s T HV BLADE i = TO BiAOE �- _>:.l .t8r^S' ® HV BLADE to UY N I(i w WINr.^^VOW BLADE .aczr y ocxsl .oc25^ ti9 HV LONO RECESSED NYLON BUSHING 1 I—(z lI I KN�UCK E ® HV SHORT RECESSED NYLON BUSHING ��� � �!' (M') � O.cc HV NYLON'HAT WASHER ©OR W Q i nni FoartoN m.fr t ;is t 5730' ® HV WHEEL CARRIAGE NSI 302-303 SERIES ".�a - 4 ' ' n 44 frit i30' X 4.870 x3/10 THICK NYLON WHEEL. I 1 -�'.'l ht 2 7/R-ux NP mroorr 0.188'9,AISI 302 SERIES S.S. RIVETS T 1 315.4 ws. I e(:IWFFN .0523• 3.J:A0• MADE A5x3 4� HV 1 3/4"ACCORDION PIN W/ J8 HEAD * EXTERIOR ',II t s 3/4^ 1 4U 0 OPTN.LVw ON ten ff'=&y_s .7300• ® HV 2 3/4"ACCORDION PIN W/¢'8 HEAD * •I 41 4>�"A. POLYCARBONATE IMPACT RESISTANT HV WINDOW .i i � 'BTM TYPICAL HV WINDOW BLAS AND ODR Q� a or I I 9 POLYCARBONATE HV WINDOW DETAIL [SEE NOTE-FOR REQUIREMENTS) i i (DOR j I Ae P01_YCAR80NATE IMPACT RFSISIANT HV I!"DOW 1. i I _ BAYER N,AKROLON 3103 POLYCAR80NATE 72•�,y, RESINS, UV-STABILIZED GRADE OR SASIC 1��IREMENTS AT EXTERIOR 13LADE KNUCKLE FORTO LAME INNOVATIVE PLASTIC LEX1eN 103 RESIN" (SEE NOTE -F-ON SHEET 18), PH ' Ii �0 (1) HV PIN�SHALL ALWAYS BE USED AT ALL EXTEREOR R cvao � BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV 1) OR y 'i l.9'' —��I� I POLYCARBONATE SOURCES FOR HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY i �B.S EXTERIOR 911AMc :AT O,flGtL Psm aw N''$' •HY PIN OR(�AT . (2) HV PIN @ MAY BE USED 1N LIEU OF 0 AND ONLY AT E7REUOR RAi�a EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM. W/ HV� �Sxs SLADE*s KNUCKLE. j BLADE WHEN CORRESPONDING TO INSTALLATION "17", SHEET ?. 3 (sem Nom i FOR sPcrnc ar+r asw P e 000 o)st 0.00 mlk REaUIREHENTS) A' 'T_ P v I t iEIQ.E YE°.5I3tGM ASSSI bw .GAM wS 0_%O PBL (3) HV PIN @ OR @ W/ 1/2" O.D. 1/15"THICK S.S. MASHERO i eim 0n,s­Aj T °L6 Z= S j TU .Tru 0,00 sapn wh. :+am0 P.1.. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X. s>pr��`� ;j3 sea= MML uaut.n SHEET i (�(. "Malm a=nuP ts++CM ,e,r-m/ n rt-/, � CARRIAGE DETAIL 1 u M� 02W .12% -5.wr - ASSEMBLY LAYOUT FAr or a--4 ASV oras a1 piss a-,aw1s n Y Sar MOM um MM 10 v M r �¢Mw Tt'E4L'a9iffiJftil IdF02. M"iu L'9J]PP+ 4xw M HV BLADE SOLID_& HV WINDOW BLADE DETAILS aff°p't FLORIDA BUILDING CODE Nan High Velocity Hurricane Zone .```,±�A\'��R A,•r��!/r'�,' 0 205 EASTERN METAL'SUPPLY,INC. V �10EN ' c BERTHA HVTM stemTAccordion Shutter Sy L �NmS.S.A� xv BJC£ 1 w/OR w/o HY.NINDOW BADE N" = American Shatter Systems ,ma" �� ,,B ,,, 365 RK TESRNG&ENGINEERING COMPANY Association, Inc. CLD 11-192 4113/15 DATE 4/13/15 Dfa RK.sw r a. .rrc w cw Werra ssic nme:(303)87,-1530.F0.;(.'05}97-tS3i 4?.08 WR.:.troads Dt'IYQ 2 QRIDP ` a:,xt aeOcoPmO West Palm Beach, FL 33407 i DRAWING Wo •......... ��'oG�C1ss m-000SJs ON EN ���� WALTER a rues.Pt 4 15-085 P.E..,9@�J61!lf %RE/DATE � " f4416 5 SHEET 5 4OF20 J ` ' « *NOTES ON HV LOCKS AND CENTERMATES: 1. ONE HV LOCK(a or @ SNARL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'r&OR OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105.AND NR MSF BONS ANY ELEVATION.HV LOCK Or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATI ED TO OR SH CFMEtiMWl(2) 1/4'4-20 x i/2'LONG FLAT NERD S.S.LIS.tACA1LON OF LOCK SHALL 8E AS IN06CATm ON ®O« � TYPICAL SHUFIEti ELEVATION. 2. •IF DE51RfiN, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES,UP 10 TWO HV LocKs R�OR NAY BE USED AS AN INSIDE OR OUTSIDE LOCK.CONNECTION OF LOCKS TO CENIERAIATES OR SHALL BE AS INDICATED ON NOTE(1)AACNE LOCA NOF LOCKS SHALL BE AS INDICATED ON TYPICAL.SHUTTER EI.MrON. p— 3.OFTIONAIL (I g2 IS USED WR�}yo H.V.LOtlLS):L�IONO R0� hRE NOT IiE01JtRE0 AT URFY,CAANE POSiFiON,BtdF LIgY -- 4j6 m1,S0�vna " « BE USED IF DESIRED TO ENHANCE SHUTTER PERFO LOOTING RODS J OR AN ALTERNATNE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.NAQATORf COIdn1O11{2.ONE HL'LACK ! B£U>FD AT CO—CENTEfRLLATES FOR ANY SPAN F7'I AND I NSTALLATIORS AT ANY ETI:VATIO N.HV LOCK or SINN.L HE IISEn AS AN OUTSIDE OR INSIDE LOCK, ZZ#tt II ATFACHM TO.®CORNER CFMERIMTE W(2) 114 0-20 x 1/2'LONG FIAT HEAD 5.5.M,S.7W0 LOCKING RODS AT TOP&80 M SWLLL DE USED.LOCATION OF LOCK SRNNV.L BE AS IND=TED ON TYPICAL SHUTTER V"A710H. MAXILWM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SNEEr 12. _ • ; I I 'S� i `ate 5. Mgm 8�.fbu 53 ONE AI.TERRNnTE NV LOCK MAY BE M LIEU OF HV LOCK or FOR API(SPAN AND Y INST TIONS AT ANY-LEVATKIN. eRNATE LOLL,c_*MAY BE USED AS AN DE OR OUTSIDE LOCK.ATTACHUENT ��pp�Mrp _ OF 1/4'o-20x3/4'SS,THUMBSCREW TO 0 OR @ CENTEfW4TES SHALL BE MADE W'/1/41,1-20x3/4'ALUM. —may j bg� RIVNUY AS SHOWN ON SECTION WF-SHEET&ONE LACK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO cy5 v C_ LOCKS AT 1/3 OF SF1UiIER SPAN. 1� ® S.MNOA7'M 008DRION i3 FOR fO^ISTON or `or SHALL BE j �Mb !Nt!NG HSTAI T A1LO18 ONE IN TOCK f1 USED AT 1J2 OF SHUTTER SPAT FOR ANY SPAN OR 12'ASWE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP i -TO W.AND FOR INSFNLLLATLONS AT ANY ELEVATION. FTV LOCK18or a MAY BE USED AS AN INSIDE OR OUTSIDE.LACK.ATIACHEO TO 03'or 0 SYINMETRICIN.-CENTHRMATES W/(2)1/4'--20 x 1/2'LONG FIAT HEAD SS, SEE END- MS.LOCATION Of LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATZON.USE OF LOCKING RODS�W/ CONNECTION1 OR 0 TOP AND BOTTOM IS COMPLETELY*MA,NOATORY. DETNIS ON O r 1 a x L M P o a v Y x SNLTTS 10& IAB,HT. i If *NOTES ON HV "T" LOCKS AND CENTERMATES: OF CORNER 1. SEM ALTElftME'M CENTERMATE ONE ALTERNATE'FNV'T'LOCK 02)MAY BE I AlED IN LIEU OF HY LOCKS OR b$FOR ANY SPAN AND 1 STALUITNON AT ANI'ELEVATKofN..AL721LiTE LOCK- Y BE USED A5 AN R.51D£OR SIDE LOCK ATFACHMEM OF LOCK�INCLUDES DING RE)NPoRCNG L ,AS SHOWN ON SECTION HNG,SHEET 9,W1iICH MUST BE 10' w � 131m •C�w --- CONNECTED TO C£NER)AATES�ALO�W/ 1/i'0-20 x 1 1/2'LON'.S.S.THREADED BOLT W/7/13'6 x 3/32' (, �� YANCNur OR W/i/4 o-20x1'SS.M.S.INTO A iJ4 ex 5/8'RM1RNUT.LOCft MAY BE PISGSU.ED AT LNIDSPAN OR 12' + .'V°s©` 7 + w NA3(A1ULN ABOVE AND BELOW MmspAN.USE Gf TWO LCCWHG RODS TOp AND MOM IS MANDATORY. t�5+�w�+.'�Sw�6•�w • w 9- w wL(3-� *NOTES QED LOCKS CENT MMES: 1.ND LOCO nr/.ND C1TNT6NNATL`.S(3j OR W((a:ONE ALTERNATE HO.LOCK I@ MAYBE USED BN UEU OF PICAL 1 HV BLADE SHUTTER ELEVATED NV Loafs OR FOR ANY SPAN AND[USTALLATNOHS AT ANY El"ATWN:ALTERNATE HD LOCK 8 MAY BE USED AS AN DLilDE O.^.OLDS LOCK.ATFACHMENT OF HO LOCK.0 TO 0 IS W/3 IS x 3/3'F.H,S.S.MS.,AND INCLUDES REINFOIZCf7AQNT INSERT AS SHOWN ON SECW,)NS HDB-HVD AND NDC-HVC,SIM.� 1O-I=MAY BE INS AILED AT WDSPAN OR 12'MAXIMUM BELOW OR ABOVE UIDSPAN.USE OF LACKING ROOS 0 IS COMPLETELY OF.VOL FLORIDA BUMUG on High Velocity Hurricane -Zone 0 2015 EASTENNN MErAL SUPPLY.INC. �P 4�CE % BERTHA HV. IL EC®�Nc. A.S,.�.A, Accordion Shutter System FLY BLADE g1 W/CR W/O FLY.WINXM'BIAUE 1A• / /�J``T�_ CIT TESTING&ENGINEERING COMPANY Shutter Systems TIC , MF M� 5TATEOF ;o` xr.,, s.3w vim.c ,„� Association, Inc. 1 OLD 11-192 4/13/15 Lull-. 4/13/15 (10,)871-1530.F..;(305)371-1531 4268 Westroads Drive z 'rtc'• flt •�c1 _ma:LL'1¢e000cl.— West Faim Seoch• FL 3340: 3 DRAUING No �''N, ZONAL��G`````� VIALTER.m.LL r'a:PX- 4-167 E 4 15-085 SHEET P.E. sEA�f�f!!td}�t11)1RE/DATE rlcasl L c§4+lDT c 5 OF 20 SCHEDULE 41 SCHEDULE 42 SCHEDULE A3 MAXIMUM SHUTTER SPAN 'L+'OR 'L MAXIMUM SHUTTER SPAN* 'L+- Ammum SHLRTER SPAN*L+' -- (it).FOR INSTALLATIONS W/ OR -L (R.)FOR R -L-'(ft) INSTALLATIONSCENTERMAIFYSi I'�LEGEND' Ute` IFS 0 &.0 or INSTALLATIONS W/ CONCRETE& WOOD (1)L+:MAXIMUM ALL0"E SPAN FOR A CNEA` W/.ONE H.V.LOCK or®or or m4 & W/ONE HV LOCKS POSITIVE A.S.D.DESIGN PRESSURE ftARNG. HD LOCK ®W/ NO LOCKING RODS or ONE HY LOCK or or OR W/ NO LOCKING WALL j+, B, C•0, E. M, N,O, P, 0, L­; X ALLOWABLE SPAN PE FOR A GIVEN NECAT1vE CENTERMATES®&@ W/ONE HV 'ffff'''' W/ NO LACKING RODS ODS MOUNTING F, K&L R, S. &V. LOCK @ 1V/TWO LOCKING RODS®TOP & (SEE NOTES t tt) (VAUD.FOR MOUNTING Qj (2)PROCEDURE TO DETFRMNE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,1t SHEET 7) FLOOR/CEILING C,H. I, 1%J T, U, W&X WALL MOUNTINGS(TOP/DOTTOM)OR FLOOR/CEIUNvG.. iunAAt CD'E:RETE&WOW INSTALLATIONS b leu CONCRETE&WOOD 11AA76At CONCRETE MOUNTING & M 4 WALL MOUNTING F100R/CEILING CNE-A T mAxtE AS.D.N 'L+lSTGN PRESSURE SCHRATIEDULE.COMMONSGCwx INSTALLATIONS 4:11R0 D[:"fERY1NE MAXLL(UY SPAN 'L+•FROM SCNEDUIE X914 YDUNRNG p'M 3 RA1nc / 0R GIVEN A NEGATIVE AS.D.DESIGN PRESSURE RATING, JAMINTING (r 3 R w.LOAM MAXIMUM SPAN 'L-'FROM SCHEDULE. 1, (.'(} L�,. I. CQ L-(N L, (W L-CN 9 r W L-(N INSTALLATIONS MAXYNUM SHUTTER SPAN-L+-OR'L- FOR 30 OR 4 16'-0• 16'-0' 16'-0" 30 _l6':D' 76'-0' 30 18'-0' 16(to T!LONS INTO WOOD SHALL DE UMREO TO FINAL MAXIMUM IJUDWAStE SPAN IS EQUAL TO THE 35 1C-10' 14'-10' 15'-2• 16•-0' 35 14'-10' 14'-1o' 35 15-2' 16'-10' ITIS W.AS.D.DESIGN PRESSURE RATING. 1M pLTEWWAIN®SPAN BETWEEN 1+'AND 1 40 13'-IO' 13•-10' 14•-7.' U'-2' 40 73•-10• 13•-70' 40 14'-2' 15'-2' (3)PROCEDURE TO OE17MME WAXIMUM SPAN FOR 45 W-1- 15-1• 13'-4' 14•-J' 45 13'-1' 73'-1' <$ 13'-1' 14'-3' t HV CORNER CENTFRMATE f3 MAY BE USED AT ALL COM9INADONS IN BETWEEN WNL.MOU7NnNGS 12-5 1 - 13'-7' 50 12'-5' 12'-5' 30_ _13•-3' 13'-1' MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/Flo( /CEILING MOUNIIrM.S: 11'-10• 11'-10' 12'-1' 12'- 55 tt'-10' 1T'-1D• 55 IY-1'- -79'-tt' SHALL BE AS INDICATED ON MANDATORY SLEET 5 , . CONDITION j2 FOR A CJ09 POSITIVE AS.D.DESIGN PRESSURE NOTE 15 60 it'-,' tl'-<- 91'-T 1Y-4' 60 11•-4' 97'-4' _ 60 10'=2" f0'-II' RATING to •-10' 1C-10' 1#'-1' --- 65 t0'-10- :0'-t0• 65 9'-3' 10'-T DETERMINE: 70 90-to1-6" NF-6' 10'-9" 1T-5' 70 _70'^6' t0'-6' 70 8'-9' o,- "�"- t3++• MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 75 t0'-1' 10'-1' lo•-4' II'-1• 75 10'-1' 10'-1' 73 - 8'-9• I S A�•SPAN FOR P-OORJCt7LUiC MOUNTING 'tl'IXCEPi-THAT 1btXAlUM SFIUFRFR SPAN t+'OR INSTALLATIONS. 80 t7'-10' 9'-10• 10'-0• 10'-9' eD 9'-10' 9'-7O' L-'AND MAXIMI-ASO.OMNG PRESSURE RATING FOR FOR A OVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9" 70'-5' 85 9'-6' 9'-6' It5TAl1A11IX5 DiRO fCtiCRE7E OR CONCRETE BUOCIf RATING: 90 9'-3' W-3' 9'-5' i0-1• 90 9'-J' 4'-3'- S•�-BE UADfID AS FOLLOWS: DEFERWI/E: 95 9'-0• 8'-9' 4'-2' 9'-f0' 95 9'-0' B•-9' I- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ LIMITED TO 64,72 P.a.l.AND B'-0•SPAN, SEE (2-a MAX.SPAN FOR FL007/HUNG MOUNTING 100 8•-9' 8'-4' 9•-ti 9•-7' 100 8'-9' _ 8'-4MOUNTING OON SHEET 7. INSTAUAIDNS. 105 8'-7' 7--it- 6'-s' 9'-4- 105 8'-T^ T-n' 110 8'-4' 7'-7'- 8-7• 9•-2• 110 8'-4' 7•-7' FINAL MAXIMUM ALLOWABLE SPAY IS EQUAL TO THE 775 6-2• 7'-3• B-4' W-11• 115 8'-z,_m''-'' SEPARATION TO GLASS SCHEDULE MNMUM BEMLTIt L,+','121­'.'L,-AND z _120 8'-0' W-I 1' 8'-2- 1?3'-5" 120 8'-0" 6'-11- 125---- T-10' G•-6' 8'-0" 125 T-.f0' 6'-8' _ (4)CO TO ANCHOR SCHEDULE R1T11 FINAL L4LXIMUM NLOWABIE SPAN AND NECATuE AS.O,DESIGN 130 7'-6' 6'-5' 7'-ID' 130 T-e' 6-� WIND ZONE MINIMUM RATING DETEKUINE MAXIMUM ANCRIOR 135 T-7• c-r 7-9135 7•-7- 6-zSEPARATION 140 T-5' S'-t7" Y-7• 140 T-3• 5'-11' ASTM E-1996145 7'-3' S-97'-5145 7'-3' 5-9, TO GLASS 150 T-2' S-7' 7'-4' 150 7•-2'15s T-0' S'-5' 7'-2' 155 7'-o' s'=s= 1 THRU 3 1" 160 6•-I1' V-2- 7'-1'_ 6-7' 160 V-I1• S=L..._.... 165 V• 10• 5'-7' 7'-0' W-4' 165 6'-10' 5'-1• 170 6'-9' s•-11' U-11' 6"-2' 170 6'-9• 4'-t t' 175 5'-1' 4'-9' 6'-9' 6'-0' 775 6'-7' 180 6'-fi" 1'-6' 6•-8' S'-t0' 180 6'-6• 4-8' HV BLADE 185 6'-5' 4'-6- V-7• V_8" 185 W-5' 4'-6' 190 6'-a' 4'-5' _6'-6' 5'-6' 190 ...6'-4'_--.4'-5- 195 _6'-3' _-4'-3' 6'-$• i;-5' 195 6'-3• 200 V-2' 4'-2' -6•-4' S'-3' 200 6'-2" ,•-2• 205 6'-r 4-r FLORIDA Bl1iLOlNG CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY,INC. 1„1MN,t11N,r(RR, B TIA TM Accordion Shutter System -== �CO c. A S■ ■S■A■ H.V.aADE#1 W/OR W/o TLV.WNDON aaDE /tmeFlGOn Shutter Systems DESCRPIIDN tuR oanrll e'tI3Ry. G. TILLIT TESTING & ENGINEERING COMPANY /Association, Inc. , OLD 11-192 4/13115 DAIC 4/13/15 * *__ em..W.3w,s1.5><mL YAcKA Guava nw0A 331 4268 Westroads Drive s P7,..:(305)8:1-7530.FS.:(305)8'71-1531 S17i(E D �` a ma:a^tAmOva con West Polm Beoch, FL 33407 3 DRAWING No EU-W%719 o� ..Flea+a?.��? MALSLR A T 1D k.P.0 15-085 F FIORDA U.!4167 5 SHEET E/DATE 6 11 OF 20 MAXIMUM A.S.D. DESIGN PRESSURE RATING (R.21) AND CORRESPONDING MexiR!w ANCHOR SEA= (€na SCHEDULE FOR A GM MAX, SHUMER SPAN. N !GN PRESSURE RAIING AND A CORRESPONDING 6t,01(NnI4G TYPE. (SEE ii9laMM ON SHEETS 16&17). L_l B '==-- -I R A-T-F=- SOUTHERN =SOUTHERN PINE No.2 W/MIN.6-0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH O• SPRUCE PINE SPRUCE INE 7 J2' MIN.COX 2 W utN.Gs0.55, FIR NORTH FIR SOUTH DOUGLAS FIR W/MIN.G-0.50 W/ MIN. G-0.43 W/MIN. 6-0.36 PLYWOOD 0N. W/ W W MIN. G�0.36 umnn WN, F. / NTN.G�0.43 WALL MOUNRNGS CEILING MOUNT T WALL MOUNTINGS COUNG MOUNT'T WALL MOUNTINGS CEIUNG MOUNT 7 M N.0&R FLOOR M MOUNTINGS M. N. 0&R �RyU&X MOUNTINGS M, N,O&R W&X Wim'MOUNRNGS B.O.WALL MOUNIINCS MO.WNL.MOUNTINGS MO.WALL MOUNTINGS P&0 S&v 5&v S&v • �1d9at1sacacT¢, tovaetmcl�tttwc�{ mm77�T�a1sHi i7�lEUII4M.8fft$G(pQ O9nmmxta>;�as�q< 0�1117X7Ei�a�rml 0`�141LXi'�L08C$fj 7xsm�wal9�IR17;(a6 tTsuaO6c�lzuyn � ��f� 30 40160175.90 fly 30 40 6017S 90 1105 130 40 60 75 90 OS 30 40 60 TS 90 105130 80160171%- OS 30 4 60 5 90 OS 30 40160175 SO OS 30 40 60 7S 90 OS 30 40 W YS 90 0.5 30 40 60 TS 90 OS '-6'OR 2 10 90. 9 8 B 6 6 6 6 B 6 12110 10 9 8 8 6 6 6 fi 6 '6 /2' 10 70 9 6 8 6 8 e 6 6 6 6 5 4 4 'T 3 12 12 12 I2 12 t2 12 12 12 t2 t2 12 12 t2 12 12 12 12 4'-0' 72 /0 70 9 6 6 6 6 6 6 8 6 12 10 10 9 6 6 6 6 6 6 6 6 12 70 10 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 t2'12 12 12 72 12 12 12 12 12 12 12 12 12 12 12 12 5' 12 70 10 9 8 6 6 6 6 6 6 ,5 12 10 10 0 8 6 6 6 6 6 6 5 12 10 10 9 8 7 6 6 6 6 6 5 6 5 4 4 4 3 12 12 112.112 12 12 12 12 12-127--12-1-12 12 12 12 12 12 0. 12 10 /0 9 8 5 6 6 6 6 5.5 S 12 10 10 9 8 5 6 6 6 ,5 5 45 12 10 t0 9 6 ,5 G 6 6 5 4,5- 6 5 4 4 3.5 - 12 i2 72 12 12 12 12 12 72 t2 12 12 12 12 12 12 To 8.5 T-0' 12 10 10 9 GS < 6 G 6 .5 43 4 i2 f0 f0 9 5' 3 6 G C 5 4 SS 12 /0 t0 7 5 - 8 6 4 3S 6 5 4 4 - - 72 12 12 12 12 12 12 12 12 12 12 10. 12 12 12 OS 8S 7S 12 10 10 7.5 4S J G 6 8 5 d S 12 10 10 6 35 - 6 6 5 .5 .5 3 12 10 10 4 - 6 6 5 I3.5 3 5 5 4 - - - 12 12 12 12 12 72 12 12 12 112 11 9.5/2 @ iS 9 7S 6S 9'-0' 12 f0 10 3 7.5 - G 6 5.5 .5 J3 3 72 t0 0 4 - - 8 6 4S'4 3 3 12 10 4 3 - - G 6 4.5 4 3 6 5 3.5- - 12 12 12 12 12 10 12 12 72 1 9.S 85 t3,12 10_ 8 SS 10'-0' 72 10 7.6 4 - - 6 6 5 4 3 - 12 TO G 3 - - 6 6 4 S 3 - 12 10 3 - - 6 6 4 5 3 - 6 - - - - 12 t2 12 72 7 9S/2 12. i2 t0 8.5 7S 72 /2 9..7 6 5 71'-O- 12 10 5S - - - 6 6 4.5- i- - 12 t0 45- - 6 S 3.5- - - 12 10 - - - - 6 ,5 4 - - - 0 5 - - - - 12 72 72 13 10 85 12 12 12 9.5 8 T /2 12 8 5.5 S 4.5 tY-O_1.12 10 4.5- - 6 6 4- - - 12 10 3.5- - - G 5 35- - - 12 10 - - - 6 5 35- - - G 5 - - - 12 12 iT L 9S 8 i2 12�ri AS 7 6 12 1.S J5 6 5 4 13'-D' 72 10 - - - - 6 6 - - - - 72 10 - - - - 6 4,5 - - - - 12 7.5 - - - G S - - - - e .5 - - - 92 12 12 0. SS 7.5 t2 12 f0 8 ".5(S,5 12 OS 7 55 4S 12 10 5.5 - - - - /2 7 - - - .5 4.5 - - - - 12 7 - - - - 5 .5 - -MIS - I- 12 12 12 9.5 8 b 12 12 9S 7.5 G 4S 12 9.5 .5 5 4 3 tS;-0�12 - _ _ _ _ G _ _ _ _ _ _ ..._- _ __ 6 - 12 12 11 9 75 5 12 12 85 7 6 t 12 8 5 4 tG'-0' S2 - - - - - 6 - - - - - 12 - y _ _ _ _ A (i} HV BLADE OR n HV BLADE WZ HV WINDOW BLADE WORKING IN UNISON .�V�ATR7H5 4E Itt ITMt +NOTES ON ANCFDRS RECUIREMERTTS: WOO() SUBSTRATES I.Ax>05 TO WAu.7LOM OR SpA WOW SOFM sxul.BE AS FOLLOWS 3.SUBSTRATE WWI CONsvr OF THE roU:aWtrfq� -=Mfav;mr tis 2 W/0-(M pips) -Ile#TAPCON ANCJIOR%AS UWJrACR980 M I.T.X.Ot1A.OQX W/M7N,Al 04MV09 AS INOrATETI AT -MX AS FIR W/6.0.60(NDS.) LIM SECTION ON SHMEIS 15&17. -SPRUCE Uwe F31 Naim W/C-0,43(Nns.) EXrlmok1 SEE WM 2 MJDW. -SPra10E PNE en so ml W/G-CZ6(N0.9) L ANCHORS TO HOLLOW COLING SNAU.BE AS PER Wbt06Y40 TYPE U.SHEET 17 AN)S1vu OCR=OF -MIL 1/2•COX pvw=0(1966 APA) W SCREWS AS 743 NOS 2012 SPECT)ATtars. - 4.Av57oRs s/1aa.6E 9s1ALLEa FOUR"ALL.OF 71'E�MID SPEO CAtta'rs OF INE A7KFtOR'S MANtYACR0iEOR FLORIDA RUM€MG CODE(Non High Velocity BUrr€cone Zone 0 2015 EAS �TER RNN WuTAAL SUUP?E,Y,IHC. BE ��A HH V .111�111�11'l/l/l / A L 1 ID SNC. ■ ■ s ■ accordion Shutter System -�'.,� tiv.E.l'1JE#1 w/DR w/o Kx N1T>Dw0 I3lAC£ t$r' American Shutier Systems Ste, �_ tELUT TESTING& ENGINEERING COMPANY Y Ea N pt3a6a1,av ITE OxAw pr: aA d41Fj7 gs.�.r`y_W,x+,+.�„c,:,y1s,w�mx vma,.rEOPiv.yJ1 Association, Inc. 1 O70 11-TS2 4jin U TM 4/13/15 .* Pl--t(305)671-1530.Fm:(305)671-1531 4263 Westroods Drive 2 :�= e-"'64 Wl-0-1 mT+ West Polm Beech, FL 33407 5 DRAWING No E 1ALOF A 7R PPF- 4 15-085 E EEartaA U�.0 a 44,67 5 SHEET 15 OF 20 _INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV♦ BLADES (AS APPLICABLE) MAX SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV Bi7`;DE n ONLY SHALL BE LIMITED TO 105.0 Rsf. DESIGN PRSH RESSURE RAT NG S SHEET 0 MAX wkL" SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON ----�- 1/4'A TAPCON OR -E'O -EQ- --Y t". YAPCON VrfIH ADVANCED 4.,Z" .) �' ( iHTLG•ADFORY TECHNOLOGY WOAD tiE/�(EOlDREO. - _ EDGE(IF APPUCf XE) 11 w/7 t/z'w,,.PFxErtunoN 7/s"r-2o.3/a•S.S. OF E)=NNG WOOD(BEAU y^ CCo THREADED WOD mm TRUSS W. 1N�0lBNE TRUSSSH� TOOM CERTIFIED ENGINEER OR � E%St1770 WDOD (SEE Sp#DIAE ON`3iCLT 15) I W/1/4•-20 NOES ARCNDECT PRION TO TRUSSES OR 19 O 12`D.C. SHUTTER INSTALLATION, p 1/2' - r T•1/z' PAFTER�v 1 EER I 1/4-0.iAP'G`#i OR - EIDSTMG SDFF7r TA)'CON WITH ADVANCED j .257* THRFAQFORTWM TECHNOLOGY f. S/4'Yu.T f Lm'. W/1 1/2'Lfit PE1TEtTUTKW S.YS./S- EO t'x4 it/8'CONI./1W.TUHE H OF THREADED AREA E E1o510NWOWWHEADER.HEADER. (6063-T6 ALLOT)W/ 1—;-ma y,.^.:7r:�;•, 1 (SEE SDMX:LE ON SHEET is) o e o.0.I ® © rACH AF LAC SCRIMS to t or 1©or 1© I 1 or or 1 EACH aAACT:OR tSvAT LOCATE IAD SCREHS.AT H UDQEP- OF DOSTN:O WOOD ( L..DasnNG WN z'.a• T i I Ex STING HEADER NEO'D , OPEN HOLE AT FAflE-� M•(2. to NOMINAL WroTH)w/z F T GlAsS ( EE WEDUL KW;O CLASS EM-90 i N STUD To ACCEPt PENETRATIGN OF THREADED (SFE SCNEOIRL ON 9EET 1I) S 1 GT/55— t CENT IAO TUM .' ARIA. ATM FOR f AT CENTER OF Ni3r. WX A-S%D.DESIGN WRIT LOA I e0c 7NPIMiVN I YA7T.ASA.SAN. LOAD AND SQ HY WALL HEADER INSTALLATION I w � DosTTNa I "`�`"A tr INSTN MAX.OSPAN.THIS GI/SS To any(� N6TAWn0.tl IS ONLY VAUO -I I SOOAIL O/9� FOR W000 W/EON.SPEaFIC I m m°'�ia� 7QpR®� .�n Errs OACE¢faa NAMme cN 0m 1D rv1 GfiAVRY OF 030 AS OOUGIAS II--SU SHEET a MR Tmfx SHOOTER A>SEUSLY - __.__ �-niasmnQg I 1 OR f� OR OR Pu¢No.2. 2-�2T+=�1,�u"BE c� T HV CEILING INSTALLATION V ML9,11 NAY m sun ANY!51A LIMM. --� COUNG ST CATION L_ . i 1�O aAW CSM 1 1 1 OR Iv ( ) 3 LL71.SEPARATION 70 GLASS "-E iii f wOc�aO `` EPARATION I i (SEE s�1_DUEE ON S1LcEi t I) EJ(�57EN3 I w em:si Fai _j ro CU.4'S --- �� _7(OEE SETYJI' I I ALIQLNAIE \ ILOCAroN I ^l DO5TN0 j 8 I I jFIwRtSH i 1/a 6 7 ! ;� m b10.3/�'I caA s t i I Yo:. O" WISHER NERD TF)f i ) D�REQUIS--DD !<"N!�';;':I —I�OR 2'a6'NYl WOOD SCREWS O 72'o.c . (NO rV16H OZCK RFWSEO(NNp --�- A7-LC7YED) �- Ff>OSN AlLaA'ED) - -•-.-.'.'- 11 i 19 I EDGE OF DECK.. _^_ 2• - of �. - -�--�' EDGE OF DECK 2L 1-f IF APPLICABLE `£ -- CECK 7F � W APPJCDLRLE 1" 1/a`e-20.3/4"S.S. ---?_- APPLICABLE r: ^ 1/4"6 TAPCOH AD PHILLIPS TRUSS HEAD 2'.a•COHT. I TAPCON N7T11 FINANCED "• WCHWE SCREWS ^" --- 1/4"4 TAPCO4 OR TAPCON WITH ADVANO D - THR.FADFORU TECHNOLOGY "URN.- fiLL PLATE I W/1/4'-20 NUTS N/4.0 TMOON OR TAPCON WITH ADVANCED THREAOFORIA _� THRfADFOR4 TECHNOLOGY W/1 1/2'LfA, i W/1 1/2'Lr-PENETRATIO O 12'O,C. 2'NRi. PQIETRATTON OF nN.READED REOb. I ? OF THREADED AREA TO TECHNOLOGY W/1 1/2'V- �:INSATI)QN AREA TO F3IiSRNC `) DOSTLNO W"^DO 1"E"iL AREA TO DOSRVG WODO H SGNEDULE Q t6) (SEE SCHEDULE ON SHEET ts) �.SEE Anus a ItSE TOR HY WALK-OVER INSTALLATION �V HV WALL $ILL INSTALLATION NN "e SNIT;9 ®11V FLORORIDA BUILDING CODE(Non High Yelacit cane Zone A. I7( °�,, T NET&SUPPLY.INC. BERTHA HVTTA `- 7T7iL77E C O �a-. A.S■S■A■ Accordion Shutter System *; = ttv.BADE gt w/OR w/o Hv vawox elAnE TFLLIT TESTING &ENGINEERING COMPANY American Shutter Systems pM=�m Mtt -VERS,!EoROA 3Jt Association, Inc. I OLD 11-192 4/13/;5 DATE 4/13/15 P'—:0671-15M.Fa.:(3as}s71_Is31 4268 Westroads Drive 2 e-moa;twi-000l— WeSL Palm [leach. FL 33407 s DPAtti1NG No sS�••••••••• ��� EtT-OOd6719 'I'd aNAI ENIp.�� *47M A TLLIT J,RE 15-085 P.E. SEAL� r1A�URE�DATE FLORw Li-b sa67 5 SHEET 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS _:r lal now �'s7ims fem n.•m vow :r..'Y% STRd F=b. woo ST.OS_ ,HY INY)l / 21l 7W. jY b4. DIIioG GAtT�• J f ,uv�oo f w u nn w,xmwo V,a•.T a sta n,w m um t•to (cmt-te)mrrt. rv�, ,JY u.wt -,�..•"sT• „rw o.•a a7no ,n' st 2tt neo[mw x+us map Kw.'= ,/ Ft7Yoo0. lutsmvtq seat uaams an m+�� 1 YM. �Qnl�n� � I - bfs 6a _ hv,l� Sr•S ___ �Si...w.mwa+7�,(aw•r o,a 0.a ho.,n•sYa 7�ss--*e n�ia7 a Yuma f4~ t,7 Ilwl/r iY1 m(i1 (. 5 4 Wim`+(h 9IYDai�oMCO cdiQIN OR LTOY 1 OA�' 7 ORO* ro n,.a,s � �J!7 -Q- �j{- aXi:CtilY -�•V+�LT,Y•ly' MTP. IV ��•Q- e C3-t�Q�0).®' @)(Z) i•eU j Q�- U O-O U La• ®•[9-(9•t;✓-i�•t:� CG•6-�•S�-£f•© U[�i-Q1•�•C� END CONNECTION DETAIL FEND C NNECTION DETAIL O END CONNECTION DETAIL® ENO CONNECTION DETAIL® 4 acnc •leap o.lr roa fl+,,.a ou.•ns w.,r-.• r� zsa r¢ab ,pY arm.wascs ,p•,+u+a+ os ,a, sys. —..- �-t�"'"_� rgitRuaY o,r ae, ro • �I I7.,rtAtt0 n�of ust FVR t-..---�- -- ,n'Yr, :aaotas,t, C 4 Ql.A:lE QON S7fGT 79 YK mrmco+ ,+16i aaca».,+ a sm s ra, ,fY I •• D -—_ .-�'-� 6ce� 'Vael'.0 7 (DOR 4 ..../_ •Y) i t \ 4 S" 6 R7 3 k e m,�.,r••,o,,�3r VIEW Y , non rM ao-o•o-®•t� END CONNECTION DETAIL® END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone AJ� 0 2075 EASTERN ICiPl.SUPPLY,INC. .....Tlllij'%, BERTHA HVT7a GEN iNic O 1 NC. A.S.S.A, /1-- KVAccordion Shutter System .RADE#1 W/OR W/0 KV.WNDDN 9-AM TILLFTTESTING k ENGINEERING COMPANY American Shutter Systems ,�o,w„ luTr *? Association, Inc. ss M + olo n-19z /7aiTs oATc 4/73175 TATE nF c wo._6a s;w xa was+ cumra.noxa+s7, r,w.,:taesls�J,-,4w.F°,:(a�s)e77-ISAi 268 Viestroctis 7Dk.tve 2 ' Q•. ,s •c�, DRAWING No ��Lc�• �DRIOP .\art °-"a IM-0-1.mn Test Palm Beach. FL 33407 i 15—s78S as I••' •NG \� wV,.TOt A Twr:r.P.E. 7� YUtRE/DATE 110M,l c 1 44f6 a SHEET a 18 OF 20 (JNSTALLATIONS W1 0) HV BLADE & FIV CENTERMATES 1 ASTM UMWR'0 Z-: kr� 10 -W CRY. STEEL METAL STUDS AT 14V M.C. INTO METAL STUD WALLS ;;T 40 4; .475- - jXg NOMINAL ALUMINUM SLEEVE 6063-T5 A 431) 6 FjDR BERTHAMIN BLADE ACCORDION SHUTTER ALLOY (1 3/47.5 T/ MIENI INSTALLAnON TO METAL STUD WS ASTU A-&"0 COW. WE 10 V..G--60 SEPARATION TO GLASS SCHEDULE GuyKopm fAHN6 To shms pellr 7"901DWS 1. MAX.A.S.D. DESIGN PRESSURE RATING: +75. - 75 (psf) uulrrrawa a caum 2. MAX SHUrT-ER SPAN: 84' WIND ZONE MINIMUM i ASTM E-1996 LON.SEPARAT*N SEPARATION LENGTH+ I' E)QST=MASS—' TO GLASSS 3. ALLOWED MOUNTING:@ ON THIS SHEET. TO CLASS SEE SCHEDULE) "o-zas" BOLT 4.=Y 04TERMATE 211 W/(D4 HV LOCK ARE ALLOWED 1 THRU 3 °w')°w') 1- iA .) 21 ARRANGED A SYMMETRICAL LAYOUT. MUST PENETRATE I- I USE V(2)A(6- LONG. MINIMUM) MUST ALWAYS BE 4 4- 1 3/4'.6 1/4.OM"Tk" J VaSTING VINISH INCLUDED AT-DO'ERIOR OR INTERIOR ACCESS SIDE OF • W1 V) 3 T.CAW.STEEL HootRX AS APPOCARLE CENTERVATE. Am A-W MAZE 40 kVm C-90 a J161/2 rot S=WS ON 4 amp TO snw 430 -.7. 1 9 C or- 0 6*O.C. /44-101-20 THREADS BLADE SLACK DETAIL HW IS ALSO VALID FOR (go 1Z4 112* 12 8 CENTERMATE(DAPPLfCATION WITH BLADE(j) PRODUCIS FAR—LOK HD :a%6x 1 112'.o.O,S*TwV 1c YARfI?5 0 6 O.C. ASTM A-W3 CRADE 40 COMPONENTS W. -5wo MV.STEEL I' Snw AT 16'O.C. 'r. MSLL HEADER/SILL INSTALLATION EX INC FlN*H AS&PPUCASLE SCALE,:$/a*- V (TYP.Top de BOTTOM) ASitT A-. 40 0-60 LLXMING GLASS 7, SYM E RYCAL 3 4,5 a 4.3b JC INTEMOR EXFEFWR FACE W/ . To GcAss 2- 4%l :':CENTERMATES CENTERMATES E SCHEOU .,.INTERIOR I°= ,EXTERIOR —ESS SIDE.:, -ACCESS SIDE 4 --------- 6' .(IYP. 12 < Y 21 21 21 r 21 L LOCAl.AT 1112 IV it, ENDS 4 (6'M`^') VIEW 12 3 1/4'(Typ.) 6 1/2'(TYP) J 7• _L_.r12'WX St= SIDE CONNECTION TO TRACK ffA HYR BLADE SLACK DETAIL HVE EV9 FLOMMA BUILDIhYi CODE Mon High Velocity Hurricone Zona: 2015 EASIERN METAL SUPPLY.INC. BERTHA MY, -7r 76--occordion Shutter System ZML E 7, A.S.A.S.&A I M RV.BADE#1 W/OR WIO N.V.WNDC?ff BLADE : = American Shutter Systems TILLIT TESTING &ENGINEERING COMPANY MV. DMCWrM DATE VPA"W; TATP a aa33"It"°°`'r- A3soclatlon, Inc. I OLD 11-192 4/13/15 GAM- 4/13/15 Ph— (305)57t-1531 � 7 3 2" W'stroods Drive 2 DRAWNG No Polm Beach, FL 33407 15-085 '4TOl A,TILUT k.PC A no=/.Lk1 44167 5 P.E. D QQ � la.9ra'�W.=-,N)) 943 (rout wam) N --Et A• o � jUC'u- PAA' f—�—rEGW'(27rEL7AE 119fH1 -' r—emo(rrrcrmx•ozw)-1 � /,aw' a.. ,.Sm' r.SW' a.sm' I.Sm' .r alE3 'f Y u.r.f.ccaT(pnJ• 1 ! ,a u Avcasuta MJ .R rzs' P�0• �o$ �. Q R rn f"'_- -_C..-� ATS' 'et• g •� h 4 4T h ni ! `I 2 -i-- � � � ae• _� S� .ora Ur • AR Ern- ASTr• E.ln• {-xr7s'-� ! .ors'..'�w� Eno• x FULL ALLM W PANE/ Wl MWWD ED/£S I Essr naso• ree a. O U'HEADER 4,•r. rs;ns•(rout Aam+J arra-(=4L asrneJ 3, h'HEADER 0 3'Mar. 'U'BUILD OUT (emrme m"9'--"'� 1—s°°°•(Vr rn:e l:Sm' . r.sm' Sm• J.:QD• r.Sw• a3w• 'l.aW' 2/a A u.v,Tw�lryl.) r 1 I f I -u a Nrwt�fy 9.. �� 1 ¢ -'� d,j� + y`r{''$"�, .aT•I � Eh I� 'ZSe $'o`.:f 4 Rr� F�LIm•-{— I 1 FITS--� -I`- 1-- •- • �� R * `�l r.mo• LL�� 0�• oso• (8� REYfRSEO "i'ANGLE 1 EUL ALUMINUM PANEL W4Q HEMMED EDGES @hALF ALUMINUM PANEL W10 HEMMED EDGES ` ,Taa• 'TMS• y r -_r• A9C0'La 17A' STORM PANEL {�9 3/8.8. 0. 7�A 3;14-a 0. 3'ANCLE BUILD OUT F' TRACK F' TRACK .las• r,mr BRACKET srrr+xr-,• x.+c=am'-a• swc,.ya•.r• Aas� -...rt ve.e a ane ar°'4 rrex o•N h r-Ta ��e roc .L _T §� � ¢ � � -��-.rm' �t� :ma• - y T- 1 arm• saw• rte. ANGLE rCiu r .aST• I i ^.Js• � _j, SGVT r arr.,' •d -ld O1 2'z 5'(Max.) X.125'ANGLE ,ws.,ra°snasys 1D r7 2'xS%MAX.)xi/B' DETAIL 1: sTw w/aa rRsr Ear. mcc aeJ ANGLE W/)H STUD xxx¢p.>w+tn xr.0 m, -'�'O scve:.ya•-r snax a+/sTrrmrtc as.�•Na•-,• 0217DH r •Q.P770H KEY HOLE AT FANEL I ! ! osE'Ymam'riv .res• Er aaw" i .tnr a .� Taa rJm rPlYraa r •� 5; � L .�r sulr� (aAT MAtfl= C I 7— ,_ .Eer! � Qy. h .e13' Aar• 10 STt/DDED ANGLE i a(azs• a_.,..�• .�-n.e,,..uar T Ta' r r Q KEY HOLD WASHER ►2A ROUND HOLE AT PANES (EJ s/ra•aaeTs ,I "�yrg arm-.xrsr.w...co OPTTDN TO 12 a7•rorT9r twf `.' ..at+.Va•-, ) Im 1,1Z sr�ups I ®BUDDED PLATErCAE .......... FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) s/rs'--��,., r• I I _ I !^ _ �''� '���:'••� .I eaors ante alc 0.050"EER7tL4 ALUMINUM STORM PANEL r.Rr- -II 1v0.Qd (2.25" DEEP) uww er rr EASTERN METAL SUPPLY, INC /imCr;t N e. area K$7 A04M CATW CAM 16 3f1S XT'x1�'LONA FALL PLATE „`f,,• �' ••�„` TRalr Tesnrva r cx°orrcawo r°vPANT Twp .H2aW{ as`8T 15-O44 sa:r u:a•_r ^ '`�R;�{l ((�`�v. ar.an rw..c, n,v+u (ssrl:�r-Ira �H•l.3;'•'' •'\V t¢�rAra'u i r1�r.drtl..tlb.tm!f311Mr1-rrJl at��w rot a.2lRJV°Mf r�rr ,�r.• .+titit \ �. 9RCrFM A la,.k.RL aP f r.m y ma SMP U aT 1. 2arst rc. �.,er TOP TRACK (SW COMPONENTS SNEET TA Or 9) CONCRETE ANCHORS(SEE SCHEDULE) O O O O O 1 i i 1--r-r._�..-.---r-�-1-1---I'-T-�_y_--�_�_�_.I---r_�_�_•1--_r._r.-�_�_--�_��_�---�_�_�_�--•t'-e•_r•-�--Y-r-TI 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 llt 1 1 0 1 z zi T19 It A 1 L. 11111 11 ,11 HIIt 1 �- Y t CONCRETE AlrCHORS(SEE SCHEDULE)--- 3•_1 1 Alin. Nax.1 t AAn. &ATOM MCK STORM PANEL TYPICAL ELEVATION (SEE C0MPONCMS, -wra T.1) �1/4-laox. GAP O� 1/4^Max. TYP. l r p� .'•• ., i � FLOR/DA BU/LOlN6 CODE(Non Nigh Ve/ociy Narricone Zone) emu 71=or_ O 050'BERTHA ALUMINUM STORM PANEL rat. iD G (2.25 DEEP) WAW Sr: SECTION A-A ~"`. P r EASTERN METAL SUPPLY, INC IFn fL GC�TNe. -M ww AWMcmr - 'rL rtc rrNe a[xcrHl�aw aQ Aa/1u 2.wo7 raraec Kruas-umcr.ru:Iscealr-mc 15-044 '�V t\ IAS':[,II"J67.110. (TOpPt-1111 .tK aYIA .•,'\` ®GMiff /0 040901bR.cror MrciffTTr r.rc m n-a ''.. h7�1;;, �ti.•.}�` aa�nl t� ure>• sxm z w14 'Ilrurn«u+++1• Rm NW ppom ZAMC ARft Lwena wx WAN Am run oMNRAI,P LWOm CNR-N Q l Lmt oNYLR1V,O AV-QT.GR-I/On Q Ot1:16rZL O'IIP-04T,GYR-N d Ano uW lVWZ PWA'=•'-� = Xl I'Ov(T S.tFIIT. ACD 11SI!/lOLi1L PA1@YAi[ X01 at01K'!J/OWL Mr9X.VF \ A1000f:M Si1b.W \ K^• lc WR-N fS¢58LORL RiT SP•t'J�0) .-. '�'UCont(,� mR sFwCNG7 [ --•• Cw14 - AW SrcL/?7JWL/WolJ10C . 8 AVOi0RS l0.<SORrn.2'tOt SAAGC 1 poum Dafle�9 ( 7(• COAQXFJE con Y7E 3 I rr'ocaaci a 117 I 1•YJMN I r JF+nwbr sPA81w r0 I 1•�. I Sfi•�!0 r SEPAP TO � I I i r � I � 6f/f,Li�S Ml 7/6 v 7/�I 2:Q•i/a W.A:NV7 I / O I I !Y a G locant cs poum cs 1 I 4 / COO=as Iw I ' u f 4 1 oq— --z�lkf;ez OR cocr. waaJ( dLq'�May ` ' i� i{•I-104.1 pjw] %'tuwe uwt qe e 'p I w/xbI o rY o.c � otN9Yr R%14*Xx a x'+�45,fXK•N 0.4 .7i QY»100[r Ot ASy Y.t[/7AWL N/fWGYeL RW YI(f/l1yKC AtYLM2 f/fr-,u H+1a1Sr+1E P"Mr.cSW� •NM 0 c"'t AM7R.C.' 11 Ord /nooRS.(4L soaaat f04 SZMctJ (M S.Av"lCR ssOx c) ---_ (9r soRaYat iaa JXmsT —"_ ixm"/ruwL txivmvc Mf sOR Poe sPA i SECAON 0 ANCHas WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECT/ON 2 sr�rr:„e•_ SECTION 3 sc zc:J/e•.r SECTION 4 SrAw:J/9•_r• I r{~.W }i Tf7t•;J/.d2•MING M!T ( aAV iv o'1: 0.G I y I sows 6a]) ewr Stu=) 190..!5 w�7/e'a, N01E POR COUBWAAON Cr su=-S w I I �'o,C. MJT D CO M aCW A W?rG Y Ol'JNrf.4'G SfCTOCF GVIO F 6 m ,51u1urnralu4 Salim 0 SND a caac EM Mwr�v.J,wir" "V` cant ,+`��4`��j CEf S/� a»u srtm ae FLORIDA 0.050"BERTY.A ALUMINU.0 STORM PAIJfLG COVE(Mon High Velb-ity icone Zone) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION ' = (2.25^.DSP) EASTERN METAL SUPPLY, INC SECTION 1 Sour,J/d r SECTION 2A sc ie:J!e' r �. E�+0 N e• u&z nx titins wnc G'. `.-; PL1T TGTINO a CNGnKl'x:NG COYPRNY AMT P"FSSOI JL JJ{7T +w.aaeons a mm Prwt.•(ur)xs•120.itir(tcr�.vi-rT1a 15-044 h7 :VAX Of SECAON O S7VJ W W.fL40 fa4 / �C•'�, n `!l-"' ,�y r �•4.:f -raw. rl /•hur ata. .. DUN=Na '� wJl!I+JUh7DAr Rh7A.JAr10N-S[C9CW 1(7M) ..�`'JffCln`jrlL�t`C' •```\ aces[ 4,167 rnm >• JNAT J or I{ t tAU� P"19 Cazwc D C POLICED ca4mv aROR racer WAIL \ .-' radar OIL D 7 OR 2',J'a.097'3105 11-14 OR A Jtwam 0 CaarRrr E sow-T6 utDY 0k t AbM,was /- WALL RCC%AYm IMTI.11l.7A0e5 0 12.0.C / �MIL RWcapool a 2500-Yn 1 A, - `ose A A1/4•Gkp O 12'a C Wk"J- rEY1[aeT.D' A73Ar5 � N( __s �i c---OOR®AQO G 2•+4•:.115• / 1a ?. \\ Yr 2•:_.au• a7iMwir llc LWAWv JralS-N74 DR C°C3-175 Atlor 1 \d Q® C t A,-�F oR , Cont-Akan.Ailar / SUMT AL 4L Ak rx s17Ear Jean.An„: 1/2 P a 4'-411.072-OR6 f$7ar RAZE °74 4 C JJDS-H74 OR 6063-7b KLOY � W/.SJR fent.MMS.A=C 1 CASE A (Plan) CASE 8 (P/an2 CASE C CASED (P/an) SCALE 7/4•a 1- SCACE:• 7/4'm 1" SGLE 1/4'a 1' END CLOSURES DETAILS sa4W 1/4'- r' MAXIMUM A.S.D. DESIGN PRESSURE RATING J�2.s.fj AND CORRESPONDING MAXIMUM PANEL LF-NGTH r'L ''01d�Dcw GcL m ° JF,. SCHEDULE FOR A GIVEN PANEL SYSTEM "'r`. (�``OWIM+) PCr737 c 7t '�Aj AP COntfK7S&OCX .._....�.-�..�. 7APCaV Aw7W3'OR WAIL RfMOM Al Pair sarlo r / !Alda At..F�fUCA1 7 Z=Y c le) ( '.saelx,st ruR sPA/vae)Asa �,.,.) I 1 Duvlxw.,an+o1ru11sasv r kl u4 c.W/Q�, 1r,Aiarna0 W/ wAll.fro. W/ carr ' 7,•nckovl lJJ •n•Prnxx� izvnafOa QJ 1 °n +.70.0, -Jo.o 12"-JT' 12--fl- rz=1r' -350 T2'-7J" 121-I1' :2-11" .I)•y,yyy. � JIM�,Am�+35.0, -40.0 12-0' 12'-0' 12'-0' MCLAM+40.0. -45.0 f r-z' 7 J'-2' J J'-2" ra1M+450, -50.0 1D-7• 10-4• TD•-7• CASE E (Plan) wvSCALE•1/1'• 1• rSO.C. -55.0 fo-0• 9'-4' 70=0' J {0 \ r. OR"HaRem V i _ SECTION ® STUD 1 cw(DPW 4) +55.0. -W.0 - 9'-:" WALL REOUR D 1 TYP. TOP/BOTTOM 460,0.-iS50 9'-7' 7=9' 9'-2• AU +65.0.-70.0 g•_g' 7'-Z' -gam (SW SUeO•W fDR SPKStC) �%l«a+W W9i7OY..... rr WALL MOUNTING INSTAL" Tfil iT r70.0. -75.0 g'-6' 6'-B' e'-s" : ••' ••.;/� 4 FLORIDA BUILDING CODE (Non Nrgh Velocity Hurricane Zone) SECTION 9sA�: �E�SIC /g.m J :• �\ °2015 r4nac eae 0.050"BERTHA ALUMINUM STORAf PANEL rzJ +750. gad g-r a-a' a-z' sr�ce: AA1�7 (2.25"DEEP) ,A.aDr L4TE:MINIMUM FANEL LENBTN f5 J'-o- _ EASTERN METAL SUPPLY, INC �J6 ski,•- �Y� I �O INc. +xa s Rnw[xtti' null rnT:N3 G rrurxrrsrwc cOUPAMI' M6r P•�6FAa(2.Ury nv.+L lsa0m-a=FAX-(MI.Illr-n16 15-044 ''���t•\G` wa.:a�dm-5� r�.r rmen-rn, o�ckWxa 1a .a1rr, s cr ra n.uu, fW AGmN A+^alWb PA.0 a ` :AAX/MUM A.S.D. D�FSICZQ PRESSURE RATING (p.s.JVD CORRIsSPOND/Ng IfAX]MUM ANCHOR MWMR fiY A.S.O.OCML FWSL OC V91 PER SchaXffr arae s�arzry r I '`S $ C GSC 0 Y COMORM BLOCK y „pq7 r6faYKW AWdAD?S SFACNC fUR E a-3 112•" +wliX.fffiL'3II kt6RF u,�.,p, rR(AAV.V 4S SPACWO MR C A o 3 1/2''• �"�b, •� nI cesm PA.SSIySF r' �AM~ ULN-LV =D-SC/ PfAEU14,-S fF W'-4%S `'g P' r 7 E,= ���r CY.K-9/ SOCL"T-STI FAhaWSifS (r UG�.•i•>LA PRESSURE n m to I to to m to 1 to to I m To m aF mwt' OWNS tot to toro ro ro toro m m .1tisvwar ar"m ca.rRnr uccert' .ccnxr�w uc .+r mcmerr ucaawr msrttr uas w rw�ertluaa�r eaaoctre'+runvcr 001mm�W`OW/ crxxrrf91*1 mm tomcat•�tsaari y•'1y. JS' - /2'+ - 12' - - ._ t2' - 1z' - 1 a0p) S• - 7.++ _ 9• ._ .. - #' - 6- ''!f/Ipd •1'y~ V�. 72,hh 12' 12' 5' 1' 73" 12 12• t2• 7' r.9h(BOJ7ou) r2' S• t(i+ to- re f• 12• f2• 12' I9 112' 9• 71 - 12•++ _ rY - f2• sz' 12• - u- - 2.9tfta') ta' - 9'++ - 12• j - 12• 72' /2' - 9' - a 9+fit3Pi 12'++ tz" 12• S' ^ - 117. { r2' rz' 7' 2(Wren) 12- 5" 11-f+ to- /2• f 4• - - 12- 9 r12• 9• 12• a- ._.12•+'�12• 1Z• S. - - 12' 12• fY Y 2A(5071AV) 12- 5• 11'h+ 10' 12' 4' - - 12• So' 9' 5• zA(8armv) ,mg-442c 72' - 12 ' - 1T' - - /2' h 4(r(w) 1r-o• 510,,-W 52' _ 11•+t _ i?• _ - _ r2• - 9' - J d f{TDP) to t7' 4• 72++ f2• 12• S. 12^ f1" r2' 7• J(BOr7ON) OR ro 5" 11 + 70• 12" 4' - - rz' 9 r/2" 9• 3' 3(BOTTOM) O4 .35R'40a 12' I G. :2'* !z' 1z• s- - •- tz• 1z• rz• r 4 lQOnou) 1L +fi 10' r1• <• - - 32' 9 1/.'(' 9' 8' 4(907mv) t2•++ r2' ( • - -' t2' - 12• - 5(Top)' 41 '- ft'" - 12- - - .' 12 y' - 9' -• 5 Ira°) 72- 4' r2'�+ r2- 12" ? S' - r2' YY 12' 7' 5(801170w) 12' 5' 11' 1o^ 12- 1 4• - hr 9 i12- 9• s• 5(P NA N) 7a- '. _ - 1Z• 8• _ _ _ a _ _ _ rZ• _ - I _ 6(bor1DN).. - '... _ J _ 8• _ _ _ 9• _ _ _ 6(Bartow to r/a' - - - u) .Qf 5' - - - s' - - -_... .112- - snIwanoN 7(sorlo J - - - :2' - 12' r?• 12•......t1^ - - (ftp/aormj - - - - r2• - - 12• 12' 12' r - - (10P/80rr0u f+• - 5-+t - 4• - 9 ff?' - d" - 7(rOt'} _ t,+* _ 5• - .' 6 r(tu it, J' 17' 12" 717' 8" 7 d' f.9+(HJTrOX) 7a' J• 8'++ 7' l0' 3' r2- 13 f2" I r 6I/z' - r.9+fa0noN) (1• I - 8'++ - 7t- - 1?- /2- re - 7 112" - Z S-J70-) 1o' - Th'' - 12• - 12' 12• 12' j - 61/2• .• 2,9't7OP) IJ• i . 9-+. a- 17_y-J' - - 12' d• 7 1/2• 4• 2(BOTTOM) 10' 1. -a•+t 7' _ to, 3' - - tL' T 8 112' J rte' 1(BOrrON) 11' 4" it' I 3' - - 12' 8' 7 t/2• s' 2A(80170N) ro' I' B'+' Y �20' 3' - _ la' r_G 7/2".J t/2' z1 fBalrol� 7S4-400 ri' - 8'++ - fi' - •. }2• 7 fj2• - S ek 4(rap) iSSa-LDA to. - '8•++ rC' _ _ _. 1.2• - 6 f/2• 10 !1' 4' S'+h€ e- Jl' J' - - n' 8' 7 r/2' 4' 3(b'OlraN) �8-D' 7a .,t6' _ J. 6"++ F' ro- J' .. _ .`__"/2• 7'W 4!1?" J J12• 3(H7TraN) X3-9' +SSA•-500 sr' I 4' 9'+; 9' ir' E J' 72• B' 7 112- 4- 4(60mm) .75a-sac 10' J• 8`+4� 7' to- 3' j - (2• r 6 f/Z' 3 1/2• 4 Oorma) 7D r1' - s"+4; - n• � - - r2• � - 7 t1z' � s(roP) _ 1a• ... _......_...a•.._....._ 1O" - - - 12' -�6 112'1 - 5 RaP) 11• s' 9•f4 a' rr' ( J• ._..-.__ 12' .g...., ; -..._...,-..,...--s f8anou) 9. J. a.++ 7• 9• 3• 12' 4 1/2' 6 1/2' J 7/2• s a.TwN) 170p) - Y 1/2- - s _ r � - r � - - - 4(rM;1vu) s' - - - s _ _ - - ...B r/z•( - - - 6(mttau) 4' •• - .( I 6 r/2" - - i - $y7 aJROJ/ 4' - - I - 4• - - S 1/?•j _ - _ 5178O1/OY 4 1/2 ( - 7 lscrmu) a _ 4 - 6 - - 7(BOTTOM) 6' - f2• Y2. r2" 6' fttwlsotmN _ _ _ _ 8• 1.. _... 12' --- FACTOR + 1X r TAA'CW AAOWAS OR ACL PO6'a'SOLO-SFT ALLOA£D FDR NOtAWM S£Cn J 9. C�• ACT144L E e. ++ AY00W SPACO ' 70 ZIIW IAVN AVCHOW FLORIDA BUILDING CODE (Non HI9h Velocity Hurricane Zona) zAwc IWN • sem-WiEFT 7 a e fOB ANUAMS ttPE er SPAaNC Fa.R 01STAUXU=rfr0*001)fRAM£ o?9rJ atrr r. 0.050"BERTHA ALU,rdINUM STGRM. PANEL fRl 7A1Ca'I /00aaRW tVr-x atm-W rr WI-OW Eu1ARz5. xxx9A L6 uuXRix ANGOR S V40k'S AA'E 1%W FA4 J f12"ecce DZWXE (2.25'DEEP) 1KAm Br J" - .86 .75 .78 1.00 • FOR E A LESS 774W S 11Z'ROWE A4C1rO4 SPACvoa BY ' W4 lrcnRym wow's 5rfoaw oN sDMW BY nrr•Fawal c EASTERN METAL SUPPLY, INC °Sr/,i�:s 2 112- - .77 :50 - .80 fACTCS. TZ14 CALX-LY AYCHARS&£LCO ^ �8. (61C. P 2.xba+ ....... .._..........._...._......... PANFIA1Are s 2 1/2.AM J 112'FOR SWD-SE7'.YtffA45), F'a4 Ws OAWIM Irl�'7f4)_'"REMICIED S?.44TNL`S Rd50EMC FROM APPLT11w ABOVE' ULM resnw a rmawrC"o vow"r xY T 2' .50 - - -' FACTORS SLALL wr r35LKr OV sR^rws LESS nwr J•Fal Au oxmAes f�t/'7 �,Kw.,�`.S1=r•.aa ams,u•.00e a rtes °* (=r'1)%OA-aYc63,fAK 1:saria/r.rrre NA Odd r 1 z• .J5 - _ - _ +t.5'fAR RFD Ha.017:190.1 ANv'tRVr"). fA-Na•719 N' 1 RAtna A 7rJfi.i:P.E noe:al!' Nr9T