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HomeMy WebLinkAboutProduct Approval Florida Building Code Online Page 1 of 2 RoNda Daparanent BCIS Home Log In 1 User Registration Hot Topics Submit Surcharge 1 Stats&Facts Publications ! FBC Staff j BCIS Site Map j Links # Search j Busines ` Professib',al sf�,� Product AProval USER:Public UserP Regulation ProAuct Aooroval Menu>Product or AnDllcation Search>Application Ust>Application Detail FL# FL389-R8 Z q21 Application Type Revision Code Version 2014 Application Status Approved Comments Archived (_] Product Manufacturer American Shutter Systems Association,Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (561)209-8263 bfeeley@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Z Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ.odf 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://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 Florida Building Code Online Page 2 of 2 Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and (Non-HVHZ)-Drwg 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R8 11 A.S.S.A.INC. DRWG.15-086.Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile Level"D".Max span is 12'-7"for 35 psf positive FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-086.Odf ASD load and 13'-0"for 35 psf negative ASD load the HV3 blade w/o Created by Independent Third Party:Yes window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf,9'-6"for 55 psf HV3 blade w/windowblade working In unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls is 79"for max.ASD pressure rating of+72,-72 and 84" for+64,-64 psf.See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion -Blade. On Extruded aluminum interlocking blades retained by tracks(top and Non-HVHZ-Drw 15-085 bottom)for storm protection Limits of Use Installation Instructions Approved for use In HVHZ:No FL389 R8 II A.S.S.A.INC. DRWG.15-085.odf 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.f negative FL389 R8 AE A.S.S.A.INC. P.E.R. DRWG.15-085 Hy.odf ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVS blade,8'-0"for+64,-72 p.s.f.load for HV blade for Keystone mountings 7'-0"for+75,-75 p.s.f.for metals stud mountings and 8'-0" for 110 p.s.f.for HVS and HV1A working in unison.See sheets 7,11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(tap and (Non-HVHZ)-Drwg 15-084 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS II A.S.S.A.INC. DRWG.15-084.odf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large missile.Max.16'-0"span at 30 p.s.f ASD load for Blade 1 FL389 R8 AE A.S.S.A.INC P.E.R. DRWG 15-084 odf and 18'-0"for Blade 2.See schedules on sheet 12,25 and 28 Created by Independent Third Party:Yes respectively rm RIM Contact Us::1940 North Monroe Street.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emalis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: W11 W] Ek SCCUYit!�u:-rn tcs' http://www.floridabuilding.org/pr/pr_app_dtl.aspx?paratn=wGEVXQwtDgvYYHH2vJvx53... 7/8/2015 GENERAL NOTES: 1,BERTHA N,Y.ACCOADIOH SHUTTER SYSTEM SHO'AN ON THIS PRODUCT EVALUATION DOCUV:TIT(P,£.D:)HAS BEEN VERIFIED FOR COUPUANCE w-ACCORDANCE WITH THE 2010 Eumow OF THE FLORIDA suiDING,rCot THIS ACCORDION SHUTTER SYSTEM SHALL.Nor BE INSTALLED Ar,KGH VELOCITY HURRICANE ZONES. CESIGN WIND LOADS SHALL'13E DETERMINED AS,PER.SEC110N.1520 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED RECUIRM 9Y tHE 6itRISDICTIONN WHERE SHUTTER,W11. TABLE OFA CONTENTS. BE INSTALLED WITH A OTRECTIO,NALITY FACTOR Kd-0.85,USdNO ASCE 7-10 FOR wSTALLAT;Cms UNDER 2070 FBC4ND SHALL NOT E%CF.ED THE WXSUUU(AS,D.). DESG.N PRESSURE 01CS INDICATED ON SHTETS.11,12, 13,14. 15.19 k.20, `- -" w ORDER TO VERT Y THE AEOVE CONDMKO,N',•OLRVATE DESIGN WIND.LOADS DETERRVINED'PAS^ ER E 7-10 SHALL BE FIRST'REDUCED TO ASM.OES',GN.WIN LEADS, GRF6 1: FIV BLADES n k BY MOLTWLYNG THEA.BY 0.8 IN ORDITTO CONPAP.E THESE W/MAK.(AS,O)DESKN PRESSURE PATKcs INDlCAT£1:DN SHEETS It.12,13. 14.15,19&20. " GENEW/S,NOTES SHEET 1 IN ORDER TO VERIFY THAT CCNPONM AND ANCIIORS'01N THIS PX-D.,AS TESTED,WT.'RiE NOT OVER STRESSED.A.33%INCREASE IN ALLOWA.6LE STRESS FOR,WIND LOADS WAS=USED.IN.MR, SYSTEM COMPONENT'S 1--20• SHEET 2 ANALYSIS,HON£VER;A WIND BURATIOWFACTOR CO.i,50 WAS.USED FOR VERIFtArICN�OF.FASTENERS w WOOD.' SYSTEM COMPONENTS 21-37 ,SHEET 3 BERTHA H.V,ACCORDION SHUTTER SYStF.N'S ADEOUACY-FOR."RD AND URGE.MISSILE IMPACT LOAD HAS BEEN EMMO'IN ACCORDANCE%ITH SECTION 1609.1.2 OF THE A90Y LiEtNIGNED CODE AS PER TYPICAL'SHUTTM ASSEMBLY 38-44 -SHEET 4 .ATL REPORTS: ... . TYPICAL WINDOW BLADE&WINDOW DETAIL -HV RLWEQ F0214,01-03,1T0715;01-01,/1004.01-05,#1214.01-05,'#0317.02-06;®OM41-10 ASD)10210,01-11 AS-PER TAS-201,TAS-2C2 AND TAS-203 PROTOCOLS AND ASTM E-1886 ARTA 2. FN 13LADEM AND IN WINDOW BLADE�'RJA ANO.E-7 6.STANaARDS-(LISSIL£LEVEL 0,WNO 2ONES 1,.2&3)AI 11726,01-10 AS PER TAS 201.203:&203 PRDTOCGt$_LARGE MISSILE (WHERE APPLICABLE). -HWr WRINDOi.BiADE 0.}0505.01-08 AS,PER ASTM E-188S;AN0 E-1996-(NS.SLE LEVEL O;WIND Z.ONES 1,2 3)BASIC PROTECTION'ONLY-AND,#07aOH-SS AS PER TASK 202 PROTCCOL, TYPICAL'SHUTTER.ELEVATION,-&NOTES Uri LOCKS SHEET 5 . . INSTALLATION DETAES A-F'.CONCRETE%bCK SHEET 8 2,W EILAM+&AND HJ WINDOW BLADE Q ARE ENGINEERED 10 WORK IN UNISON WITH EACH OTHER UNDER_RTE GENERAL.IJMRATIONS.AND CONDITIONS OF USE WMCATM ON SHEET 19 INSTALLATION DETAILS O-M,CONCREiAoCK SHEET 7' 3.BERTHA H.V.'ACCOWON FINS.(HV SCREWS),USED AT.BLADES KNUCKLE AND FOR DIRE..^.MOUNT CO.NNE'CTION TO TRACKS`SVM BE#1412.75'AND.51.75'RESPECTIVELY,'410=Hr.MINIMUM SERIES CENTERMADERMIS HV SHEET B 'STAN'IESS.STEEL SCRE1&"1AS I 135.0"YIELD STRENGTH AND 180 k31 TENSLE STR ;ML PINS SHALL BE COATED WITH BERTHA MY CACROSHtELD COATING SYSTEM AS NANUfACTURED:8Y APPROVED. CEME'RNAT E ALTERNATING QiTAI1S W SHEET-9 CCATwG APPLICATORS.REGISTERED'YBTN AMERICA!SHUTTER SYSTEMS ASSOCIATION.PUTS MUS, BEAR THE FN MARKwe ON,THMH:A7. END 4.ALL AWNORUJ'1)(TRUSIONS.SHALL BE AUJIMU'UWASSOCIATION,.ALLOY AND TIL°ER AS,INMCATEO ON SHEETS 2 AND 3.,MINIMUM YIELD SIRENGTH,.FOR.,6063-TB'AL.LOY LS,30.0 kat AND 35.7'LMI FOR pTAXiMUFA SPRM TABLES L5 8, - K SHEET.TQi i� CONCRETE%BLOC SHEET 60!.75=TB rALWY;... .. _ .. 'ANCHCR'SCHEOULE-CONCRETE&BLOCK: -SHEET 12 5.ALL'.SCflLL MBE W/FLC.RZ BUILDING SDG'0R 316 CSSI 2411CR CO(fR05?Oti RESISTANT txAT£D-CARBON STEEL AS,PER.bN SDO18 M1TH SO kst ICN.YIELD STRENGTH,ATRO 90'ka7 A?Y:TENSILE StRENtSTFI. ANCHOR SCHEDULE-CONCRETE&BLOCK. SHEET 13 ANO SMALL COMPLY W/FIORaq BUI;.aFiC COOS SECTION 2411,1:14: ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 8.BOLTS:TO BE ASTM A-307 GALVAPF2E'D S.EEL.CR ASI 3t74,,OR 316 SMES STAINLEBS•STE.L VATH 35 k4l UMMUR YIELD StRENGTW ANCHCR SCNEWLE.-WOOD SHEET 15 7._SEE THE FOUDONO SHEETS IFOR,ANCHOR SPECIFICATIONSI M DI:AOE Q: t2.T9;14,15 AND`20 INSTAL ATION;.DETAILS M-R.WOOD, SHEET 16. +,'V4-0`&®'.%iORKING W UNSON:G2. 13&i5. 9GSTA.LATLON DEI'ALS S4,WOOD SEET 17 END'CONNECTION DETAILS'7-12.:.1)t,.WOOD SHEET 18 8:Ra BF.RTHA'HV.A"_CCR04N SHUTTER.SYStEM BEARS'A U.S:PATEN LW5779,582.COMPO,NENIS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PMT BY US.-PATENT#V458;179 ISSUED 10 EASTERN UETAt.SUPPLY,U. AREA 3' FIV WINDOW- LASE O ONLY_ 9:D,.SPALL SE-THE.PMF10.BERRY OF W,CONTRACTOR TO VERSFY THE..SCUNONESS Of THE STRUCTURE YINERE SHUTTER IS TO_BE•ATTACHM. TO.$NSURE PROPER ANCHORADE.CCNTRACTTtR TD.SEAL/CAULK� ALL,SHUTLER COUPONE•'NT roods wwcii REWVN;R{RU FASTENING IN CONTINUOUS CONTACT WITH THE BUILOINO,TO PAL've W.-m/RAIN•1NTRUSION. � TYPRCa1li SHUTTER ELEVATION SHEET 19 ' 10.EACH UNIT MUST BEAR PERMANENT LASER IN A VISIBLE PLACE WITH WARNING NOTE'OLRING PERIODS OF HURRICANE WArm=NOME.OWNER,rmw,OR OM:Rs,MUST PROPERLY.CLOSE ALL KV AND NO CENTEWATES AND-ENOAGE:OR"LOCK ALL HV AND HD LOCKS, - .. AREA 4: HV"WINDOW BLADE n ONLY ii.SH'JTTER.UANUFACTURER'S LABEL SHALL BE LOCATED ON�A.READILY VISSLE LOCATION AT ACGOR010N SHUTTER IN,ACCORtDANCE.YITH SECTION 17I5,a3'OF:fLORIDA'BUILDINr CODE.ONE LABEL SHALL,BE BNSTAI.ATION.DEALS,MET&STUD WALLS SHEET 2D PLACED FOR EVERY CPDMG.LASEUNG TO COMPLY WITH SECTION 1715.8.2'01`THE FLORDA SUILOiNG CODE, ' 12.BMW HM,ACCORD€SIN SHUTTER SYSTEU'sWSTALLAi70,Y SHALL COMPLY YUM SPECS,RIDICATEO IN THIS ORAMNO PLUS ANY WILDING.AND;.20NL1NO REGIILAMNS PROOOSO BY THE.JJRiSOCRON-Mill ERE .PERMIT IS APPLIED TIL . 13..(z)THIS P.tiD_FREPARED BY THIS ENGINEER IS GENERIC AND GOES NOT PROVIDE INFORMATION FOR A S77E SPECIFIC PRQIECTI.La.WHERE THE 571E CONDITIONS OEV'ATE FROM THE F%F_ (a)CONTRACTCR TO BE RREESPO.NSTBLE FOR THE-59-ECTICN,PURCHASE AND INSTALLATION RNCLUOLNG LIFE SAFEW OF THIS PRODUCT,BASED ON THIS P;EO:,PROVIDED Y.E/SN.E DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS COCUNENT.CONSTRUCTOR'SAFETY AT SITE IS THE CONTRACTOR'S RESPONS4MUTY. (c)MLS REO,WILL SE CONSIDERED INVALID IF ALTERED BY.ANY APHIS. '(0 SITE SPMFIC PROJECTS SMALL BE PREPARED BY A FLORIDA'REGSTERED ENGINEER OR ARCHITECT WHIeH WRLL•SECOME THE ENGINEER OF RECORD(EW.)FOR THE PROJECT AND WHO YALL'BE SIDLE FOR-Iii_PROPER USE Of THE P,ED,ENGINEER OF RECORD,ACING AS A DELEGATED ENGINEER TO THE P.ED,.ENGINEER sLN1 suawr TO THIS LATTi R THE STE SPECIFIC DRAWINGS FOR REVIEW. (e)THIS P.E.O.SHA.1L.Bf1R THE,TATE A'30.CRtG:N3L SEAL.AND SCMTURE OF THE PROFESSIONAL ENOWEEER OF RECORD THAT PREPARED T.: FLORIDA BUIL=DING CODE(Nan High Velocity Hurricone Zone, 0 2013'EASTERN METAL SUPPLY,INC. \ ' ' E_N ''�= A.S.S.A.A Accordion Shutter System - 11. ECQim 1H.v.> .01 vr/OR w/o KY.W=Ar SLADE 76� American Shutter Systems/f !r 'sV.'H OES9tIPtION 0.Ltt DRAWN' AG. TIlUT TESTING 8.6NGlNEERING COMPANY. AssrRaiaflan; Inc. 1 DLO 11-063 11/29 11 OATf.' 1:1/2./IT 1 6'.3i,K0:34Js Ss-Ate.385 HR1iSA4`GNCfT.5,MRG4_1183 w 1 ST i Phcr:e" (305,871-1536.F.K-1(305)871-1511 4288 Westroads Drive x <o '�t4 ` a-nm Ism West Polm Beech, FL 33401 3 LI til 192 -;S p� G\fit` nAL1TR A row Ja a.E P.E`3FJ� Td it n°aa`LK 1 44167 e SSiEEi OF 28 31 FG6*aMs'a It 6 p VNtSES t.491' �,' �� O O MOv, 1 RCA• (JHV SOUR 13LADE13LADE N s" P*>, HY 9D• 180' STARTER UNIVERCO-dERED UNDER US PATENT 5458174 n OUPIIFlED OR USE tWf /'�� UAUFIED FOR USE W/ HV BLA �1 O HV OIRECT MOUNT HV BLADE 1. (R HV WINDOW BLADE* 6005-75 ALLOY AND TEMPER QUALIFIED FOR U(SIE VI/ hV 6063-TS ALLOY AND TEMPER EE UVITATIONc DE®ON SH 19' 6063-T6 ABlOYD .6063-T6 ALLOY'AND TE.. 1.`00' •.085' All TEMPER 24' 70 0' .67 Ik HV ADJ. ADAPTER W/!IP' `'"'"� - �12' - 'S" �'- 26' 0,°72' QUALIFIED FOR USE Y7/ 11 ®HV WALK—()VER TRACK - '920 �^ BLADE.1) QUAUFIEO.FOR USE W/ HV 8 HV TRENCH TRACK 1.255" .,.. ©tiV bd. FlOOQ TRACK 6063-T0 ALLOY AND TEMPS c(1 OUAL1r1ED FOR USE,W/HV QUALIFIED FOR USE W/HV' 063-TU ALLOY -TEMPER I BLADE(D Oh LY; 10. 14V RAIMGUARD e koE Q t �, 6063-76 A€.%OY AND TEuPEr QUALIFIED FORM-Y!/ tiV 6063--16 A+LLOY AND TEMPER Mj VARIES BLADE 5 �8 VARMS 1.936' 6°63-T6 ALLOY A 3 TEMPER 1,017' ou ' y0g3• mI II-'•993.,' 3 I _093 .100 f 9 fl- a C43' - .t..9' n a 670 1 AGO' —) a. 1 t .C90' _,4�• 1 _t :li ✓�,p 670. ,�.1.68�6'�I'� 6•` 670 L_L X�7,1//HV-CEILtIG HEADER ) HV.HEADER/SILL 13 HD CEILING HEADER/SfLL QJALIFiED FOR USEW/ HY BLADE 7 ONLY, QUAUFIED'FCR USE-W/HV-BLADE(1 ONLY �(� 6063-75 ALLOY AND TEMPER"' QUALIFIED FOR USE W/HV BLADE HD WALL HEADER%SILL SEE SECTIONS FOR VAUDtiY: SEE SECRONS FOR VALIDITY. OUAUFIEO FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPE BLADE(!)ONLY. 6065-76 ALLOY AND TEMPER f{[p[ WMPa7NC%r A B T7 T2 % V 1, I 3G$X dN.'Y MN.i 1' I' OABZ' 0,125' E (J 2" s"u"x'I I/e^ I tt6' 0.090° ® 2• 5"MAX..0.192' 0.192" 1 B SIDE ANGLES ' ��Z' COR�{ER PASTS QUA!t,FIED FOR USE W%H' 19) v ALUMINUM ANGLES 2.5' 7'MAX, 0.190" o.t90" QUALEFIED FOR USE W/ HV BLADE(D QUALIFIED FO USE W/ HV — BLADE D 1 6063-.6 ALLOY AND TEMPER BLADE©ONLY, 2` I5'PAX.!°.t39" 0.131' 6063-T6 ALLOY AND TEMPER 606.,-. .„ 1r:MPER. � i� I FLORIDA BUILDING COOL(Hon High Velocity Hurricane Zone tljlAttlneiy.��� 02011 EASrER.N METAL SUPPLY,INC. /n p , A.S■S.A. Accordion Shutter System SLE b® i N C. - � H.V.BLAS#1 W/07 W/0 H.V.YdNDO�V BLADE F )NO!44167 - American Shutter S stems `J Y :Na Or30RiF'RON ,DATE RMW Sr, AO: f :* TILUT TESTING $ ENGINEERING COMPANY —'s Inc. 4 OLD 11-063 1Tt29/Ilp°fir 11/29/11 -1268 Westrodds Drive 2 '4'S--vrrsTa-L-r---:^•Q''� P,i (3a)871-1539 Fak:.(305)671-1534 Dt2YW 1Q0 h0 'acs ooc`fig om West Palm Becch, FL 33407 —192 Srs �1114 1SLTE FL=CA U. 44167 5 SHEET P.E'.: 14�jW AI a"DATE a 2 O F 2 Ate. 7• s!o-2.nrs; tl.•-:D �ua .2 RAT HEAD THREW:745' ! 0,334, S6.M.9. DAM P EMIt?.t. w ew DAM 4MIED' PAWTED `.C62 •25• � � � � .318 LaoAss N<OQ.toQARae. 6(C?HASO2s;iCEriRATED) i0 ) PLATED) UALIFIED FOR USE'IV/ HV BLADE t & t ON 375 HV LACK @.HV' EORESS LOCK .6003-T6 ALLOY AND TEMPER FOR USE W/W B �ONLY �c 3,023' 75• QUAUFlED R`.USE W/-KV .OtIAUFtED FOR USE WJ Fry 6053-T6 ALLOY AND tEMPER "- `J3`)_ - BLADE ij k,G-ONLY. t Ai-G ONLY. UE QUALIFIED FOR USE W/-HV,BLADE 1,ONLY Ste' 2 R74' 6063-T6,ALLOY AND TE44°ER nC .� .� {, 18" 1.759'. 8'2' .4 Os5• 70 . SDRE+9 7.078• I:S3'-. I o - • „ el s90'AF7ER R C ..06 "" 1/4"�-20 x 3/4" KFORE R ETING SIS, THUMBSCREW t. ;P m .�,, *r .ml, *69im 9144-AWb MIPA'(102a-TS k1."LAW FU46.. .N f .q i 3Ti� ' k .822' 1d 11OWM.PAM r4 0920,AS*VACRLRETI'8Y AVQC PLAY FRONT DATION HV MALE "T" WC15�C L 4-566' I CHERRY TD=U.PARS'PMN.NEW E O7°Yi Far E 2 0-OKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE WJ HV SLADE•7 ONLY qg HV FEMALE."T" LOCK CENTERMATE HV "T" LOCK 1jV gI,�RNATIV6 LOCK 6061-T6 ALLOY AND.TEMPER.. OUAUFIED FOR USE, QUALIFIED FO USE V1/ KV QUALJFIED FOR USE 191'HV BLADE,t ONLY QUAUFIED FOP. USE W/ HV BLADE(I)ONLY BLADE'I ONLY. O 6063-T,6 ALLOY AND.TEMPEERR'' W1HV•BLADE�7}�ONLY; 8663-Tfi.ALLOY AND TEMPER n s r :2S 0 3s61 Thtaiarum An GY.1veFR.[ka 2}4' -cu i ae2' fJ esu :Ket.cnR o R. _:2t4.� . I�h. S45'. 0.675.4m. 7600aLTS .40-'5 .1^.S'.Ltss, C,K�I GROD G DUSE'N/ M/'BlA s ' a OUAi FOR US Wf HV BPALLCY AND TEM?ER' ALLOY AN➢7E!/PJ:R -QUAUFIEOFOR USE Yr HV"HiA3E tp•r22 SIL OR 3/aa-16. 6063-T6 ALLOY AND TEMPERTTR TWPmuR:hS.' 12. DER . -/ ORKEY cYUNnERI RyLOCKING R00'r� 7•�s ��375-0, dip LOCK FCN USEW/ NV J3L'ADE�Jt 3=T6 ALLOY AND TEMPER HV /��6ACETAL �4 -20'AIS) 304 6Y RECENT FS4RDWARE tioRmE LOCKS SERIES"2333 HOOK DOLT LOM ATION W1LL REQUIRE.A 7/16"H THUMBSCREWS MES' S-S, THUMBSCREWS OUAt.JF1ED FDR US WJ HV BLADE(Dd:TRAWtCS FOR PROPER.EMBED _NT QUALIFIED FOR;USE 19/ HV'SLAQEO OUAIJFIED FOR USE W/ HV BLADE Q FLORIDA BUILDING CODE(Nan fl;gh-"Vancity Hurricane Zone 1 [go, rj(!1_ 92011 FASWW METAL SUPPLY.04, BERTHA HVrM qq Accordion Shutter System ] I L C V I N C. Al ��■ KV.BLASE#1 1V/OR 1V/O PLV.VNTS)W BI.ME / rrr American Shutter Systema Y t' 71LLfT TE57IhO& ENDIN€EKING COMPAWY .N DEsca•PnoN GATE MON 01% A.D. •• STAT (IF -�� E.ae M.0 x:a s..,s<..Sae,tali rrRDLvs,tw w.a3l ea ,2 A'S_ =Cation,'Ina. f 'OLD, 11-063 ti t tudE= ,t 1/29/71 9., =<L p PAcnc ('05)371-7530,Fa.:(SOSJe7t-7531 268 Westrecds Drive 2 DRAWING No 4--j! q'�'" W*st Pclm Meath. FL 33407 3 ♦ I VOLTER A.Tr.U;Jr. —192 N FLORIDA Lr�.a 44107 SHEET 3 AF 20 r'.E�'S/ 7JdfZJDAiE SHUTTER ASSEMBLY SCHEDULE FOR HV (D, HV I t4 My CE szs � so EOE P Q HV BLADE 1 - I Hv; /' vtlKnCo'i PLACE .O8S5' •`'`TA -3'x A8251 0625' HV BLADE to '�— MACM a CPU M., ^1875` Y ®. HV LONG RECESSED NYLON BUSHING !cdcYj, t t 'O- �" ) % 0.081 F N HV SHORT RECESSED NYLON BUSHING 1$$`�~ ` Y I Rra 0 HV-NYLON HAT WASHER (j)CRc1 FLIT Palin rERca t/f ]5O' HY WHEEL CAR ASI 302 303 SERIES I �- Mw {� :4 O n �� I f�02.Rfso' X 9470'x/16'THICK,-NYLON WHEEL .� { ��% i N z'?/Lafxm. "�" ,; . ! 31B'P• SE:AWON ` °'T 17500- -'6.188'0 AIM 3D2 SERIES S.S.RIVETS a r> osz5 08z5' ®. HV 1 3/4'ACCORDION PIN-W/ IS HEAD EXTERIOR ) e 1 ;� eP ON 5 3T'flS G�°C 1 cY `;7 ® HV 2 3/4'ACCORDION PIN W/JS HEAD 4. � 8m err T'PICA HV WINDOW BLADE:IFIA AND POLYCARBONATE IMPACT RESISTANT HY V.1140OWl i T� i a. ; ; r I ; POLYCARBONATE_HV WINDOW QUAIL 000(9 or 43 t(SEE'NOTE FOR I, / xp�LYCARBONATE IMPACT RESISTANTHV W:NOOW rtE0mRE/11TIt5) ! 0OR �A I BAYER'MAKROLON 3103 POLYCARBONATE RESINS, UV-STABILIZED,GRADE,OR SASIC * I y TTO�Nc:s9 .0 INNOVATIVE fXA KNUCKLE -PLASTIC .103 RESIN j (SEE'NOTE"F'ON SHEET'19). qq I OOR-�; I E 3°p {1) HV PIN�.SNtii ALWAYS BE USED AT ALL EXTERIOR, ' wig r32 i o_YCARSONATE-SOURCES FOR 44 BOTTOM KNUCKLES OF HV ACCORDION.SYSTEM 19/ HVO OR EXTERiQR HY t1�A.BLADE, _ j 'ICAL SHUTTER d58EM9LY � a�NxT j, rnitu I'Adt'e73?Es SiA'F`Jfa1 .> da.ro;,-e N••� r HY PIN©OR r.y AT (2)'HV_PIN,@ MAY BE USED,IN LIEU OF ©AND ONLY X, EKT IDR 9LADVS KNUCKLE. 1 1• °Azrol.dmt dnsi W+' dwa ' EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM w/ HV(D w3z4 (SEE.NOTE•FOR snmm`aw" BLADE N'HEN CORRESPONDING TO INSTALLATION "ll", SHEET 7. !Z3� = REOUIRZMENTS) ?LP.sK Y6la strt0+7i. tm cue u,�m wt asd pa:. . nm'm 8 wR m'T"Ez f5r±!63W 12a'Jd F l I 100 n-L (3) HV PIN.@ Oft Yl/ 1/2" O,1 1/16" TNiCK S.S. WASY,ER j IIt . :JS,Y d7Rd SIdAOa n.vJ,SHALL BE'USED FOR DIRECT MOUNT INSTALLATION PER DE1A1L X. I m aa0 zm Air .sn,ossa la rT t v a-pr SHEET'® o m w s,sxE nvssrr nsnl mw. .na s e.a x rwx y.*EL CARRIAGE DETAIL $EM9LY LAYOUT am OF w vd !.sw WS =-)cws t-,Cv= k s. 40F r4Rw Aru Okm sao r M T I.S.— , AssN oim TeGaE SmASE@ NEA, ASW ala 07N1 aa:.. a6MnrA LADE SOLD -& I� WNDC) BLADE DE AILS msacsras4.otreac r�araa«q ""`"°� a.51 Pial alC PaA:' N.T:S: FLORIDA BUILDNG CODE �s?n NI I, {letoeEty NTrrricnr a Zone 1,ti/Tte ��� �1OT1 E7STERN METAL SUPPLY.INw ,1 s`.�a�iils� ��= A ,� S � Accordion Shutter System No.44167H.v�gT1 w/ass w/o H.v.ttitNxav eL� ' Armcan Shutter Systems cY,N =RLPRON Wt LAWN Gr Ac. TICIIT 7EGTING do ENGINEERING.COMPANY A33CC(at(Ofl1 Inc. T .DLG 11-083 11889 WE- 1.1/29/11 IRE 1 63RD N^A'a.R S:a.E63.YFfillfA G+ROC+S�1'ttl,�A�=10STAT�nF 4268 westrocas.Dr)ve z%Phcee {305}971-?530 Foti t:S3a5jRJ1-tS3? DRA1YtNG NO `` '� a SEB-OW6714Lccm Nes: Pairs 8euch', FL 33407 11-192 M-TM A.TELT Jr.P.E. SHEET �"SYISy' skiff/DATE 1 tCFMA uc P 4:87 4 OF 20 a �•�a 7t-ro NOTES ON HV LQCKSAkn EN1;-R)0AXF,=-g " __ . ONE HV LOCK�.af �SHIa BE USED At E/2 OF SHUTTER 5PAN, 0 OR 12 ABOVE OR BF,IZOrit2 DF SHUTTER-SPAN FOR SPANS UP 10 105",PND FOR U15TAli T!D'iS T ANY t� (( o 1 ELEVATION,HV LOCK et MAY SH U5E0 AS AN INSIDE CR OUTSIQE LOCK.ATTACHED TD,�i)OR2j I of ! CENTEf.MATES W/(2) if4'e-2O x 1/2'LONG FLAT HEAD S,S M.S.LOCATION OF LOCK SHALL BE AS IPSO(CATE6 ON 0 C,4 6 CAL SHUTTER ELEVATION, �} $.. .. we C PERFO111VA ac UP TO TWO}PY Vn LOCKS qi OR MAY BE USUJ AS AN IF:SIDE FOA LOCK.CONNECTION OF LOCKS TO CENTERMATES LOR OA SKILL 8E AS INDICATED ON NOTE- I ADOVE, u` LOCA ON OF L N TYPICAL,.ktU I..- N x �� �..a •LOCKING RODS j ARE NOT REQUIREO AT URR€CANE PQ5ITION;BUT MAY 24j 5a 2�an30 s 34� I S E USED EF DESIRED TO"ENHANCE-SHUTTER P RFO 1dMCf LOOKING RODS�OR AN P.LTERNATNE DEVICE IMAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 3 4. K SWILL BE USED a R ANY SPAN AND INSTALL•gnONS AT ANY ELLVATICN. HV LK or. USED h5 AN,QUtSIDE OR INSIDE LOCK, �{ ATTACHED TO 0 CORNER CENTERMATE W/(2)OCT/i 0-20.,1 1/2'LONG FLAT HEAD S.S,M.S.T'AO LOCKING RODS AT TOP k BOTi'OM SHALL.BE USED.LOCATION*OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. ?mob 1 _ I $r5 I MAXIMUM StsWIaH SPAN SHALL F. DETERMINED AS PER SCHEDULES SHOW`i ON-SHEET 12, �R I ONE ALTERNATE HV LOCK'?4F MAY BE USED IN LJ£U'OF HY LOCK Iof, FOR ANY SPAN AND �j .� 3Sffi-.r e I "+`z INS J WTiOn AT ANY ELEVATION.AL,.RNATE LOCK MAY MAY BE.USED AS-AN SIDE 08 OUTSIDE.LOCK.ATTACHMENT ' S alp � �� OF 1/4'0-20x3/4'S.S:THUMBSCREW TO�OR E�CENTERMATES SHALL BE MADE Vi/ 1/4'0-20x3/4'ALUM, 1 RNNUT AS SHOWN ON SECTION HVE,SHEET B. ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO LOCKS AT 1/3 OF SHUTTER SPAN. - nS 1 6_MAI•tn_ATORY CON�Li f3�FOR"ham_ MO IMO ME I IsTIONS: ONE h1,LOCK�y�or'�`or(fig'SHALL BE _ USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN DR,12'ASM 03�SELAW 1/2-OF SHUT'T'ER SPAN FOR SPANS UP t tif IJ. TO 88'.AND FOR IRSTALLATIONS.AT ANY ELEVATION.HV LOCK¢j or =sr. MAY BE USED AS AN INSIDE OR ' 1 l { ::, ,OLlPSOE LOU, ATTACHED TO'Q'f,or 0 SYMMETRICAL CENTSRMATFS W/(2) 1/4-20 x 1/2'LONG FLAT HEAL? S.S. SEE END� r ( M .LOCAMN OF LOCK SHALL BE AS,INOICATEO ON,TYPICAL SHU".,ELEVATION. USE OF LOCKING ROOS(cj W/� COM1NEC+IR'V � OR TOP AND BOTTOM i5 COMPLETELY NANDiiTORY. SHEETS ON D tfj P G ■ Y 'Y ■ 91EEi5 10 11 h�� FULL " 'MOTES ON HV 'T" LOCKS AND CENTERMATES: OF CORNER uuYtLo Twa1N CENTERMATE Q:ONE.ALTERNATE.HV'T'LOCK"a MAYBE IN ED IN UEU OF YY LOCKS 0 OR FOR ANY:SPAN AND Oma; 010,@Fa €RSThL1ATION AT ANI'EUVATION ALT NATE LOCK AY BE USED AS AN INSIDE OR OU SIDE LOCK..ATTACHMENT v�y OF LACK 0 INCLUDES USING RE NFORLING LOCXEi d.AS SHOWN ON SECTION HVG,SHEE—9.WHICH MUST BE CONNECTED TO CENTERVATES,.'ND Ig W/ t/4'0-20 x 1 1/2'LONG S,S.THREADED 801-T 1V 7/8'0 x 3/32' * '��,O( e`✓* WINONUT OR Sof 1/40-20x1 S.S�M-S,INTO A i/4'6x 5/8'PtVNUT.LOU.MAY'RE INSTAL LED AT IAOSPAX OR 12' T 6 B 7 MAAMUM ABOVE AND BELOW MIDS.AN,USE Or TWO LOOKING RODS 1` TC?AND BOFOM IS MANDATORY. �. ry, ` r®.«. M J,�1�iDtH V -6 g *NATES 0 LOCKS i4c CEa�s� �rpu V V t.bMEHO GEHTERMATES O;f OR C32 W/_ ^_NE ALTERNATE.HD LOCK(9 MAYBE USED IN LIEU OF TYPICAL 01) HV BLADE SHUTTER-ELEVATION HV LOOKS 0 OR W FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HO LOCK(a MAY BE USED N.T.S. AS AN INSIDE OR MTSID_j LOCK.ATTACHLIENT OF HDA LOCI 'O @ IS W/3#B K-3f8',F.H.-S.S.M.S..AND INCLUDES' PDNFORCEMENT€NSMt O,a AS SHD'NN ON SECTIONS-HOB-HVa AND HOC-HNC,.SHEET 10.LOCK MAY SE INSTALLED AT MIDSPAN OR i2'&"MUNI BEICLV OR_ASOYE MIOSPAN.USE-OF LOCKING RODS I&IS COMPLETELY OPTIONAL. t A on High Velocity Hurricane one VR A.TTS' 02011 EASTERN METAL SUPPLY.INC. S Accordion Shutter System BERTHAHV 41` 7_= 1(.v.BLCE P1 W/OR w/o KV VANDi7N MADE American Shutter Systems TILUT'TESTING cc ENGINEERINO.COMPANY =+•x DFscclPrul+ DAZE CPAIxK 6Yi AD. 'O STATEOF a<c.xw,:1s:r_111.Ste,YS:VJL'PtA ri.RMNZ.FLORIDA 3alas Association, ,Inc. I OLD it-063 11/:4/1:7 DALE/ tt/29/11 Ph— {D3)S7t-151D,Fax:(305)871-1591 426E bVeetraad5 Drive a DRAWING No A'� 'TQR10P•:'�k ++4 a-may:Ul:xc6¢N.mm Wesk P.olm Beach, FL 33407 3 AW G o ~''ss701VAL tiNfiie 1'111 92 "F�io p+�i1ai s SHEET P.E, rfi/FI�Ptl;1`JRE/DATE a 5 OF go CNCF7[TE ANCHORS POURED-CONCRETE POURED OR MCREiE U6 '(SEE 5C11EDt i ON REQUIRED 1 +'0-204le S.S. GO!, SHEET 13) CONCRETE ANCHORSroNE SC El'S c EnR-'QIKREO ` (SEE'SONC)LILE ON W/1/4'-20 RESIUIR. T CONCRETE ANCHORS :1�TS 6rrA rM(SM uWUKpiI 94.SKTEI T) ��SHEET 13) NUTS 0 12'D.C. (SEE SCHEDULE ON SHEET 13 1• -2;-C4) P- !Mill 1j4"0-20x]/4'Its. j iti ��1 �:/ V EO ED V.FpiiNusm t/SCREt'NUTS O T2'O.C,:E.D..r na. '_ -- , . ©. 15� :239'.250';Nox, -r / OPTIONAL ^PTIONA,A. �e SCHEDULE GNON?ssELT GLASS'1j— I t MIN.SEPARATION TO CLASS CLASS ' {`(SEE SCHEDULE ON SHEET It) 1 1 LA,, ©W WALL, HEADER INSTALLATION WAU. buva INSTALLA11014 HV WALL HEADER INS'1'ALLoTION + KEYS7O 1d1N.,S-EPARATICN TO CUSS r l EXISTINGWL SYAUMN Y 1 ,OR.rn1 ee''� 1 1 ---^7 ENImNL �(SEE•SGKe�UIE Dec SHEET 1ij �. ID dlt:.(Y. 1 x.7. MIN,SEPARATION TD CLASS} I CVSS I �.n�c�m� I (SEE SCHEDULE ON SHEET 11 ; OMSsFwa grte.. I `j�j !; ! ,oucaQl+, ` I. E%iSRNO ; Imo+-OPTIONAL I cuss.-1 � : ! N ;r IJa• OPTIONAL LALLJI CA •t� : �' �` E: .� _ :L � Tec:.. J D I EO EA Ogg 1/4C-20x3/4 S.S. _ MN EO EO �FHIUJFS TRUSS N r,O �Ca1CtiTE ANCHORS 1/i A-20:3/4'S.S.Ptc11tF5 MAd311NE SCREISS USI+:;,` 11��..__.. TRUSS HEAD aKCKNE SCREWS CONCRETE.ANCHORS. �(. 16 T' 1/4'-20 NUTS O tY O.C. (SE•E-SGFiEOULE'ON y/1/4'-20 NU1S®11'O.C. (SE£,SCHEOULE CN.S.HEPT'15) EfP. - POURED•GOdVCRELO SHEET. 13) POURED CONCRETE 4R 00NCRElE BLOCK OR RED C�BL OCK - ,(iS:NCRETE ANCHORS REGUiREO WALL'EEGUIRED O },L WAIL SILL INSTALLATION (SSE scHMUL ON a�uV WALL SJ,�,L INSTALLATION. POURED CONCRETE SHEET 14) OR CONCRETE BLOCK 15•ALL REQUIRED - O HV WALL.,�,1LL; INSTALLATION NOT".FOR 001-011.102 CE,51160b; INSTALLATION DETAILS W/ 1 Sc SHEET 4 FOR TYPIM SHUTTER F E.D.m.EOG OISTH:OE • SEE UM ASTONS Of USE FOR AS`s Y- fi HV BLADE 2 MOUNTING SECTIONS CAN BE COMBINED (SEE 5PrY1FlCATK1Ns Oti StiEEf 13) BLADE l'A ON s^1 T 19. IN ANY MAY 10SUT MY INSTAL ATION. FLORIDA BU€LD1NG CODE Non Nigh Velocity HUrriCOite Zones 1 ''�rR A:TI(• x82011 EASTERN METAL SUPPLY.INC. 11 ,d �ti 11TH' BERTHA HVTM cE+us� '� = w Accordion Shutter System -�— iL C'� Frac. !�■������ kv i #1 W/OR w/o KV.qtr BADE Na- 7 7American Shutter Systems rv,.R otscra?naN oar[ I Cwwti 7tSY1"TESTING:& ENGINEERING COhPANY srr a.c I OLD. 11/2@/ 11ASsoCLapn� na. aE Can M,k.._ava s sse:xs,sKtr-t.C.NtkTis nc2ra::iee QTEf1F R 4268 Westroads Drive 2 a� t3D31e11-ts3D.Fix:(m)vs'-Is3, ORAWii G No gyp'F � e-ma:utc:.cwmc West Palm Beach, Ft. 33407 1 11-192 .� ..LORID,: 1 13-0=10 `csS �aG\r111 WALTER A.U. N16iE 3 SHEET titfR /DATE e 6 OF 20 P�1RFo CONCRETE ANCHORS wL SIPAW04OR `�'• E%75TING REaUtL�D EDGE OF ' FOiQ GLASS-.? .'0:• �uP EXISTING it - i I A Gll+SS� „r .L+Tt�,NA c r f E - 'AN(OtDR GLASS HE7I'dWSHEIt trEnD � i f11 3 cR16 s/8 i4r tEx CReti p� E OF SLAT CONCRETE ANCHORS �./ ,ry 8 7 (SEE SCHEDLLE-WV'SHEET 13) E' APPLICABLE •T iaty EDGE OF CLASTINGSS ) I i EDGE CF--� '1 f r Doss:.. ; sLAa F. ;/2 u 1 i V. IF PPLIC-ml .1 APFL'CkBL; A. A. APPUCFBLE POURED ,�� POURL� FIAT L1}D CONCRETE ANCHORS :; NBA..(sE.. "✓! CC•.fCRETE 0. COt.'CRETE. .(SEE SCHEDULE CN SHEET 14). C7 9a'ct. a PaUR�=✓ .. /// REQUIRED RcQUiREi7 n.AT HERD�CaNCME?NCHORS� W 1t4T.,S tvt- r $ � 7 OR 'l7' CONCReE.. l wcYs,De� REQUIRED E D.''. ,:D;•---� (SEE SCHEDULE on sriee...147 I'I :TRENCH INSTALLATION. VALID MY FOR UP Rk+70, -75,PSF A.S.O. I ION nl HV WALK—OVER INSTALLATIOK CESICN P4ESSURE PADNG'&FOR SPANS PER HV FLOOR INSTALLs - t 'SCHEDULE#3;SHEET,13 CCNCR_E ANCHORS ro mA1s-- - wi: 'mlw� , sHrrr(SE_F S%7EOULE IN/ � � tDCLSTtNc tsv4•a rr��Tn�� ""i � i EXiSRNC� CLASS-•,�- iTE)m T'o,/4•D Pax1AS I t/4• FABTDE83 r>o'9fiTl,A4O�T5 T+/ MAIL: CI355-" ' .`, t.a:a®fac a.vcxt ftt 1 svurra m 1 3/.4 tdt WG2f4Tif O e' r l r 'f -Irffi toftnu�a fu¢r r�)' + i O.wful"NIS 1 1/+° ..'aa L:J MLVX..AT MW Fa•'m7 �/] ' EdhX, j k ("JIM tc�E 1t ON 5l�r,ll„ � I/x• 3 Q, Jto. +•Ho FVL @ I _.—j. tja aREINS is ac, dt4)t3/4- EX-HEAD is .t X73f f 3 i f I f7 a i�� :�I14'Y�1�a314•is a9 •w,AN• TER SM19S O 9 O.C. ._OOKCREiE PKCHORS t .. ��y 14x3/4';S,O:S. - NUts r 1/+• L LPMRD 7/40...Y6 OR 1/4% 20 S.S.N.S. r C 9.0.C. Yt�NU(®9 O.C. (SEE SCHEDULE ON t • y4 f i MEET t4) 11 ` i Ex15nND'HCN.SiROCitcul r4�- 17 aR 18 1/yt. 1 17 18 I 2.00 p n a�t Tru to�wmL i I ! E iCF I' d14R3/4'Fkl,S.D.S. C tRn L. tnsms^f tatEtE . t� APPLICABLE- - i��,CONCtzTE iNCHORS SEE TtaTE 13(6) temnr . E 14 1 7 a' 7 7 --^} ° �: -ON SNS i3{6) •ROU ED CC,NCF^Tf (SEE'Sd4ED.tlk...On' ON.511EET 1 POL8tS0 CONCRETE 0... RCR RU�RETc t;LOGt: SHEET I4}.. - CR,CONCRETE BLOCK - REasRt KEYSTONE-MOUNTING INSTALLATION' oPrIDNIL-I 57 PauR_THV WALL"FLOOR INGTAW10N © HV WALL WALK-OVER INSTALLAT101N; V"ltea SA S. "' "F'' co' El'-' . Y7cUtAt WTtf i PN 8'-0• GHIM TF 4 aN 400N OF SFCTnNS; , RREEEutDVASL AwE ly SiML F RFFOCRUED tl.- 0' E.D. EDGE DISTANCE SEE uurrihoss OF USE FOR I-SEEsSH ET.Fog iYPKU 9H ITTER (SEE SPECFCATtaNs ON SLEET 13) OR ENTRANCENr AN aPEa E n INSTALLATION DETAILS W- 2- BY BLADE OR ENTRANce sAOE raN 9tEET to -NT U:NTING.SECTIONS CAN 9.E COUB:NED C7 Oi`n M,n� 41 ANY IMAY TO SUIT ANY LNSTWAitON. Firliri i I L OMA OUO! CODE Nbn High Nefacity Hurricane Ione, 082011 EASTERN METAL SUPPLY,CNC. A S Accordion Shutte System 'M E�e�.d 1 N C. ■. ■ ■ ■ e s t - KV DoE j1 W/at W/O KV.WINnY SAE .American Shutter Systems. R Dssc9 mox atE OPAM 9n Ac. �f1°tTE©� 71LL6T TESTING k ENGINEERING COMPANY Assoclatlan" ina. 7 ;OtD f 1:-083 tt 29/iT wr& t t/29/t t C 4s5 N.W x Sy'£n..SRs vasa ancEm,n u=sa 4258 Westroads Drina (]05)871-1530,Fe.:(305)871-1511 DRAWING No ,s G ens Lill-s9 iom Wes!Palm 2eacK, FL 33407 11-192 f1AtE� d''1 re.LTER A TILT e, P.L RE, S'!(C!/57GILSATURE/DATE � +Lta d 4+57 Q SHEET pi 20 1 t10 & 18 s_torts.art UXKM f= .TN cocks k?cr g INSTALLATIONS W/ HV AND ALTERNATE N„LOCK®arc S'MT 6• OUT -� -IN-1 EXISIINO MASS —•'�— *BLAZE SLACK WNL hNF 6 VRA FlRi ALL BLADE W1 HV CEN ER ES AP N W"ego IC ®�fl•a��� �,. 22 OR EXSrNO @�® C� O O fl ------- ------ ------ -------- --- . est era * � — 9 2 IJB A 7, I Or�$cp®r�bl� � 3 1/4• 7' 61f2' 7- - (ae63-T6ALlor)auN. OPPOSING SYMMETRYCAL A.4CLE W(2)1/4W TAPGd I 1/2•' ®'®. Are xs To CONMEM CE RTES CENTER r°`'/- ) itGE3/4'SN.s.®12' NM, ARATION (4)3ta:1fZ'SAf s:TO TUBE. -- O:C..11ltt(E,S^,,i. V AT.-Fss2i ANOCE..{sys) off-' °r E�2-S I is n *OF ON SH ------ - :_ --- - - - -- -- - -- --- --- -- --- 1 ' 1 i _. -- - )UT C * •f p r a 3 on (,J�� en a 6 a�8 w 1 p a T ..POUREO.CONCRETE.OR (/./��f• HVA�A p�. Q`{O•, O O'� —EXiSfiNG-GLASS FCONCRErE BLOCK VAL T AM �.—_—_.— — __ 6 6i 6 't, ♦ ea 1 /-K--N fit Esa5T1N0 ® �� Q _ • SYMMETR►CAL I.N �7.,`;Q �} 7 .. (� g .® �9•.®0(1 • 5 EXISTIN uN,s�Awrmr: To.cuss Cuss y� , � yc j� (s"eE'SCNa'GULE t �f©'® * .6N SHEET 11). TAN.SEPARATION ro.cuss I ON SKEET 11) INTERIOR Ancti,014C1.4 �) OUT s 1f2•Mwl.S;A.A:7t FOU--T1 3 H E HVF** HVD FLORIDA BUILDING COD: Non High Velocity Wrricane Zone, 02011 EAssERi gsEnu SUPPLY,INC = r A �` Accordion Shutter System — /7;� ECO N C, ■ ■ ■ ■ KV.MADE#1 W/CR W/0 KV.V`WON T1LLI?TESTIkG:& ENGINEERING COAIPANf American Shutter Systems cEsoFs ncl 0" o"I"a Ac.. . c>: e3xi ria.zsM.s_,sa 3R3,v,� crri�+�s.nc23+s sylbs Association, Inc. 1 eL�J-s s--063" t7/29 I�ostE s t/29 1 s q'i r,TATE OE c1 ,� Pnax.(3oi)67s=sato.Tm.:(3os)e71-ss3t 4268 Westrdods Drive 2• DRAtV NG No. �D'' FLDRI�P •��`�, °"n 0x otOC°0�0 Ort wftst Palm Sec* FL 33407 3 •.......... � I ®�o6zs 4 11-192 WALT17t A.TUT31.dr:P.E. `ssi� II a0r0A s c g 44167 3 SHEET y�y�7Uk/DATE c 8 of.go ^^"POURED CONCRETE. POURED CONCRETE UReO CCNCRETE CONCRETE CONCRETE OR OR CONCRETE OR CONCRETE OR CONCRETE -----� \Vr--- CONCRETE 9LOCK WALL ELOCK WALL RECUIRED ELOGK WALL REQUIRED 8LOCK N'AL.R:AUIREO REOUWED f !�"o EXISTING GLASSC EMSTING GLASS CONCRETE -1 �r--E%ISi1NC C1155 _.—.j'.—._7 - 2'iryN: 'EXISTINO'CtASS it ' 2'Ms'N. 'r[� :MN. ` ''7(('�' -'?. 7-11 C._�..�.....5 TO ASS(SEE f - 5P�^IAE CF4 s�EET iitL A i t�N.' #IiT:Oti EO EC TO MASS( ON SIFT f To a.A`<s(sEe' t I.E QN'91wr I/16 x3'MAX. �4 Ji X19 IL is FOR (S= SaYdkB.E ON 6 it TCO B.PDE{QAhD (6063 T6)CORY. GtA06p& 1t FOR WOE 0AIM (LOGAIE AT ON SHEET 19 CR, ALUM.CLOSER a Cfi 9+EET FOR. 1/2' / ON SHEET 19 FOR EITN SIDE t a:AVES i ® PLATE,((tACATE` 1/2' _.._ �� 6UaSQh - 7---1 HADES 0A OF ) AT OTTt_R SIDE IAN ` ?/2•MW. OF I _ 3 USE 'OR 2'MAX.. I lox//2`S.TJ:S atOx L/2"s.MS. I_ --- '{ASAAPu- LE?xz'><7%6'x0'r,R' _-- f8'O.C. ALUNNUM UP ANGLE- �- ry _T6. 1�AT Mt,^.NEtGH.T/' � '` 0)float/ S,us,to,Qu J (2)W T S AIXHORS TO`l SEE'OETNL X FOI �' 77ALL.AT 1 C (LOCATE At. T OR&6 (-ZD) SEE:OETAIL X.FOR , �R ,i"1�1, SIOE'CONNECTION 1 DR ERHER slDe p®.) 'OR�( SO TRn:KS' O '�"SIOc.CONNECOON6•7«8 1 OfiNL X.iO 4:1 .®« TO.rRPCKs g -7«8 ISO' SIDE C70 TR (S48,081,14)*0•®`xDto .. t��.. « m(Je,moi ®�.. . y; m ®. «� @w :END- CO NECT N 1Q) END CONNECTION DETAI'L' 20 END CONNECTION DETAIL END CONNECTION DETAIL REQUIRED:OILY--FOR SPAMS GREATER TKAN 17-0' OUIRED CDNCRETC STING-GLASS CONCRETE BLOCK WAlL — DIST)SS - ,'. A4Y. IfLVICN t.j2 SAs. .� -_ -WPILY _ . . . SCJ?:CUIE 9 S• it7.G.tSS a s— =- --' 6-OR®OR(DPR- - -" i f FLNi p no C ETE - ' 1/V AIN. SIE ON EEET 0/ 1 O 11 FC+T BLADE AND CONCRETE // 0 r2o.c - t �T 19 F 4 AN ---"- - . CHOR 0 -_ I 0 I O SI' k. _ ___ OR(D 16'`D.C. _ 1 2 MIN. ill �� �•I / OR I OR 2'MIN.; 2 MILS, O' i'ScE Uhl.A. NS OF USE FOA ���1A� � E¢ADE"t(p SHEET is 1@OR@OR. OR66R , �T.1.EN 5. R (W PLAN POUREWCONCRETE,OR 4R �. «.©,06, 'fir .« ®"©• ."�"�•�« Dp 1 L- ELATION CONCRETE.BLOCK WALL l �'�®�'.® �• °' SOURED .�d «0•@'©'®°' ©•O' «®•(O•®« 9 HV BLADE OR 16 HV 'WINDOW BLADE INTO �•�«�, fl®« COWGRETE OR CONCRETE BLACK_WALL. O «� da aflANECi FLORIDA BUILDING CODE Hon High Velocity Hurricane Zone- BERTHA �Nrxrxrr��i ®2011 EASTERN METAL SUPPLY.INC. ` �� •`'�= TMME�—co,�w A.S.S.A. Accordioin Shutter System Ilp i67 = Hv.�AOE SIT W/az w/o H v.W$= TILL)T TESTING d:ENGIN£ERiNG COMPANY American Shutter Systems, d.N OT MPRDN- DATE 10met sr; AM '2,m SIL Ste.m6.Vsm--k CJ=4-FUNWA M186 AE$oclatiOn, Inca 1 CLD 11-G63' 11/29/11 OATS t i 1 29jl t {305)871-1530.Foi i(305)27t-1531 4268 westroods (hive II CWING No c�OR10p \�� ®11,1—s°L= M Wast Palm Beach, FL'334-07 3 11-192 I�192 f 3+ • \\t1Hl 1W.1E,4 A T411T dr.P.E a . P'.E' fN �°%OAIE FLrLtiaA u4/4.167 5 SHEET a 10 QF 20 SCHEDULE 01HFTIULE N2 SCHEDULE N3 MAXIMUM SHUTTER SPAN 'L+' OR 'L- MAXIMUM SHUTTER SPAN* -L+' MAXIIJUM SHUTTER SPAN*"L+" OTE�'S: (ft.). FOR INSTA11 RMATES,®ONS�Y1/� OR 'L-" ft. FORINSIiaS AL:LAnoN £riD ( 7R "L-" (ft.) TALLhTI0N5 7!/,ONE H.V, LOCK @ or^0 or r ar INSTAUATIONS W��rj= W CONCRETE& WOOD (1)..+ MAXIMUM SIGN P1?LE SPAN FOR . GIVEN HO LOCK ®'W/NO LOCKING RODS cT ONE HV' LO^K ar Or i & W/ ONE HV LOCKS MANSORY POStT'VE A.S D DESIGN PRESSURE W.Tit.G. 0R. Yf NO LOOKING µ.pi L MAX.ALLOWABLE SPAN FOR ACA"VEN NECAT0.: CENTER!NIATES fc W/ ONE HV i tY/ NO LOCKING RODS i� / L A B. C. 0, E, M,N, 0, P, 0, AS G.DE:Gh PRESSLR£EAT NG. LOCK i W `0 LOCKING 8005 TOP& OOS MOUN"TNG F, K & L R. S, &V; Q fTV (SEE NOTES t;tt) (VALID FOR UOU.NnNGQ 2 as c r. BOTTOM SEE NOTES WA O UNFING T( p_T_RMINE 1AXI.4.UM SPAN FOR P� SHEET 7) FLOOR/C_IUNG 0, H. 1. N,J iYAU.MOUNTINGS TOP BOTTOM OR FL�a C&u4c: CON_CRE(E kµbOD INSTPLUTiONS tJ m CONGi1E k WOOD CCNCR4-TE -MOUNTING &M T. U, W S X ( / AS�t� asn Lio¢o�, 1NmNjAnntu 0 nsp�,DMN INS1XIATIONS GIVEN P POSITIVE A.S.O. DE5104 PRESSURE RATING. Pla=ss;;P;. WALL MOUNTING FLOOR/CEIUNG mzm= !ANLL MOUNTING P�SURs DETERMINE NOXIa1UM SPAN 1_+'FROM SCHEDUM ROM, MOUNRNG RA,aG h RATIk4 il.COa CFP1nG MOUNt�G GIVEN A.NEGATIVE A.S.O.DESIGN PRESSURE RATING, r=P CcLMG vOUN,ING 0�.r.1 OR _ (* -7 (+s4-) f (...CR-) FLOOR AL_MOl4NtING DETERMINE 6RUNUM SPAN'L-'FROM SCHEOU-1 r, I+ GRI L-(r.} L t {^.) L-(It. t t II L-(13 L 1 I-) L {�1. 8 MAXIMUM SHUTTER SPAN t+ OR'L-•FOR 30 OR LE 16'-0' W-0' IW-O- 16'-0' 30 16'-0' i6'-O' -3O t8'-0' ,6.-.'. INSTALLATIONS INTO WOOD SHALL E£UMfT£O T0� 9N;U.MAX;StUM AL.OWA5t.E SPAY 15 EO A„TO THE ... 35 la'-10' 14'-IO`" 15'-2' 78'-0' 35 i4'-10' t4'-10' 35 t5'-2` i6''tnr 105 9f.A.S.O.DES?GN PRESSURE RAT'NG. MINIMUM OGIERMINED SPAN BL`YEEN•L."ANO"L-'. ' 40 13'-10' Tr-10' 14'-2' .15'-2' 40 t3'=10' 13'-1V, "a fa'-2• 15'-2" (3)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 1J'-i' 1J'-I' 13'_4• 14'-3` 45 13'-I` 13'-1' 45 :3'-4' 14'-3' .t HV CORNER CENTERMATE 13 MAY BE USED ATALL COMBINATIONS IN BETWEEN WALL MOt1NTU:GS '50 12'-5' 12'-5' 12'-8' 15-7" 50 t2'-5' 12'-S 50 12'-3' t3'-1' ' _ MOUNTING INSTALLATIONS.LOCKING SPEQIFlCAiIKkls VI/FLOOR/CEIUNC MOUNTINGS: 55 11'-10' 11'-10" 12'-t" 12'-11" 55 11•-10" 11'-10' 55 11'-1' 11'-Ir SHN1_aE AS INDICATED ON MANDATORY CONDITION§2 FOR A GIVEN POSITWE A.S.D.DESIGN PRESSURE .60 1 t'-4' 1 V-4' 1('-7' 12'-4' S0 11'-4' 11'-4' 60 10•-2 W-111 NOTE s5.SHEET 5: RATING: 65 f0'-fO' 10'-10` U'-l' 11'-11" 5 10'_10' 10'-tG' 65 9'-5' tO'-f' DETERMINE: ....._ -- ._._._. ���o Lt+-MAX.SPPN FOR,NAI.MOUNTING INSTALLATIONS. .70 iG'-8' 10'-b" IO'=D- 11•-5• 70 10'-6' 10'-6' 70 - 8-9* 9-4' L2+-V.&X.SPAN FOR:FLOOR/CMNG MOU.YSING 75 10'-1' IO'=1' 10'-4' 11'-1" 75 10'-1' 101-t' 75 6-9' fttEX6EPT THAT MAJIMN SHUTTER SPAY'L+'OR iNSTAu.ATIONS. 80 9'-10' 9'-10' 10•-0• to'-9" 60 W-10' 9'-f0• 'L-'AND W.iAMUM A.S.V.OEtNG PRESSURE RATIN--FOR FOR A GWEN NEGATIVE-A.S.D.DESIGN-PRESSURE O' 85 9'-6" 9'-6* 9'-9" , -S' 85 9'-G' '91-6' INSTALLATIONS INTO CONCRETE OR CONCKETE BtL1CK RATING: 90 9'-3' 9•-3' 9'-5' 10'-Y _ 90 9'_3' 9'-3• ._ SHALL'9E UMTED AS FOLLO'N5; DETERMINE: 95 9'-0' e'-9• 9'-2" 5'-1G' 95 9•-0" 6'-9" t- CONNECTIONS TO KEYSTONE MOUNTING Ll MAX.SPAR; FOR WALL-MOUNTING I1451'At3AT10NS IOP E'-9' '8'-4" 9'-D' 9'-7" 100 '8'-9" ..8'-4' LIMITED TO +64,-72 P.6.1.AND 8'-C'SPAN,SEE L2-a MAIL SPAR; FORFLOOR/CEILMIQ"=MOUNTING _MOUNTING@ON SHEET 7, INSTALLATIONS. 105 $'-7" 7'-11' W-9' 9'-4" 105 - 8'-T 7'-1,' 110 8'-4' 7'-7' W-7' '9'-2" 1 t0 6'-4• 7'-7' ME NWf1MUM ALLONA9.E SPAN 1S EOUAL TO THE 115 =&'-2' 7'.-3" `_ _ 115 ^. ._. MItaRMUM E;.1)YEEN.11}•,12+.'LI- AVSD. 120 .."6'-0' 6'-t I 8,-2" 6'-9' 120 6-'O" B'-t f" SEPARATION. TO GLASS SCHEDULE 125 7'-10' 6'-6' 125 (4)06'TO ANCHOR SCHEDULEµ"0'r1 FLSAL MAXIMUf! ALLOWABLE-SPAN AND NEGATIVE A.S.D.DESiaN- PRESSURE RATING To DETERMINE MAXIMUM ANCHOR 130 7'-e• 6'_5*... r-G' e'-r 135 7-8" 6•-s• WIND ZONE MINIMUM SPACING. 135 1-r 6-r r-9" r-9" 135 7-7 6'-2' SEPARATION taD T-5• s'-I1" 7'-7' 7'-6" 140 T-5" s'-n" ASTM E-1996 145 7'-3' 5'-9' 1 7'-5' V-3• 145 7'-3' 1'-9` TO GLASS 150 =7` 7'-4` '7'-0" 150 V-2' 5'-71' 155_ 7'-a' W-5' 7'-2• 6'-9" 155 7'_0" 5'-' 1 RIRU 3 1" 180 6'-1t' 5'-2' T-r 6'-7" 160 6'-11" 5'-2' 165 6'-10• 5'-," 7'-0' 6'-4' 165 6'-10" 170 8'-9' 4'-11.' B'-11' W-2" 170 - ISO 6.7•- f•-G' --S" -'-G" 175 a-9' C1 H V BLADE ISO 6-6 - 4-e' a-6 s'-,o t6o 185 6'-S' 4'-6' 6'-7' 5'=8° 185 W-5" 4'-B' LBO 6'-4' 4'-W 6'-6' 5-6' 190 W-4" 145 6'-3" 4'-3'" 6'-5" 5'-5" 1S5— '-3' 4'-3' 200 8'-2' 4'-2' 6'-4• 5'-3" 200 6'-2" a'-2' 205 6'-1- 4-1 6'-3' t 5'-,' 255 -, 4'_," FLORIDA 8ULDI' CODE Nan Nigh Velocity Hurricane Zone', ,111tj1��V�,. T144-----'+- 0'20tl EASTERN METAL S.PPLY,INC. :�9 BERTHA H TM�im,, Accordion Shatter Sys temI . � . HY. ME#1 W/OR Y/0 H V.µY7N MADE. American Shutter Systems s,o TILLIT TESTING &ENGINEERING COMPANY Inc. Eu.N OTsaRTaaN 114,6. oeNn,Or:MAY' o. 1\`I�DF �1 ues n:s.asm s1 s .'.xs Lacw csxcr-•+s.Fic.1:.,.'t+se A930Ctat)OISt C 1 OLD 11-0513 ItJ29f11 WE. 11/25/1: , HI—per t Pn_r (30b)871-Is30 F., (3GsIs7,-1sT, 4268 ` 6StrCadS Drive 2 DRAWING No -- f ••••' G�111 a REO�OCO67f9�� West Palri Beach, FL 33407 3 - A ;P1 WALT�AnLUTar.P.E. 11"19`2 P.E. fi WgRE/DATE rte"Uc.1 44187 6 SHEET OF 20 * SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES 4.S.D,DOGN nnffi�PR�SIIRC-$AT)N4"0.u0 A LCRR[5PONp I�Lh K^ TOR CO mOEIp.OR CONC(jt1C VVI(Ih;1iA11 'S (SEE MOUNTINGS E.G,h H ON SHEETS e&7) 1.ANCIMS TO SUBSTRATE SHAJ.L BE AS rGUL0/67 PGM:1to CONOWIDICONOWE OUICK POLM OOkCR E 0) TO EOSnNG POURED CONCRETE:(Mi..Cc-S. N4>awat .@WALT SILL MOUNTING ©CElUNG 1AOUNT)NC HQ FLOOR 7AOUFlTING -1/4'0 TAPCGN oR'TA CON WITH ADVANCED THfiFADFp£tu tECHNOtDGY hwCFiOPS.1S`NfFt3 ACFUREo.HY LT.4t.BUIOEY.(Min.Fc.3 ks. SPAN ANCITORS EPACING kr.FUn 1/4b x 3/4"AL1.POINTS SW1D-SET ANCNORS,'AS GSTRIBtfSED By N.L'FOUNTS SrRE'at,BOLT h SFEftisLTi CCNPAr1r.{ld,n...T'e a 36 (tO a5v nEOL ctE 9AnN tr Ls i DF 6N E lNE F E s kE 719 tY YA SGLiaE VJ$SA E rA a& 1/A e'BLUE To CO!CRETE ANCHORS W/.CAR AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC.(N0.T'c.'2 kA!) JO 140160175 •901120 160 2M 30 40 6O 7S I 90 7'<O 1fi0 205 30 40 ro '74 BO t70 EEO 2O5 TRPCOt4 CR 1'/+'q W?ER+ANCHORS AS MANUFACTURED BY TONERS.assaims.INC.,Am Dismetp{'�,`BY ALL PaN'r$SCREY(,SOLT&SFEwixy 1a 12 10 9 8; d 5� to 1? 7 8 B 3 8 e 14. ix 11 a a 8 8 6 TAPCDN'AIM ADVA.YED: CDUPANY OR Attr OTHER APPROVED LICENSED OR AUTNCRiZED'VENDOR Rt4fSiEReD Y,7TH THE AMERICAN$NATTIER SYSTEUS ASSOCIAT„),Y,INC. THREADfORM T FtNC:DGY N n C9+3 kni) LES 74 12 10 9' 8 8 6 0 14 72 i0 19 B .8 6 8 14 12 10 9 8 8 8 B ALL pqM$SOLID-SET (� v'R I£55 14 12 10 9 8' 8 0 14 12 10 9 d 6 6 N 12 10 9 & 9 6 5 14 12 10 9 B 8 1 0 7 14 ta. 10 0 .8 8 6 14' 12 10 .9 8 8 6 8 BLUE TAP W/'CAP NOTES: .. 14 12 10 9 d- 7 5;5 3a 1a l0 9 a e •6 14 f2 to 9 'a 8 e 5 TAPPERt '191),MINRIUL(ET2BEDNJENT INTO POLLARD CONCRETE OF TAPCOIw OR TAPCON�YA1H.ACJANCEO iHREA0FOft1A TECHNOLOGY ANCHORS'AHO TAPPERr ANCHORS 1S 1 3/4",AND FOR BLUE"TAP�W/,CCP ANCADRS IS 1 1/2. ' 4._O. 14 12 18 9 B 0. .H 6 74 12 to 9 B 8 B H 44 12 10 9 8 8. d 9.9 - U 1Y 10 9 8 8 6 4 74 li. IC e 9 e 6 ass H. t2 t0 8 B a 4 35 A.2J UINtMU71.EDSDIME7A-Cf 1/a"/x 3/4-ALL PDOM SCUD-SET'M7CHORS'SHALL BE 7/8'INTO TILE POURED CONCRETE NO,ENBSOIJENT, 14 f2 fa 9 H a d 45 14 Ix t0 A d 6 e _:s U S? 10 -9 H e '6 a.5 Wil#Si1,1000 5[t1AL.B£PERUIRED.t/a•R-2D S.S.UAOHtt E SCRL'V)USED SHAUL BE 1 1/2'kDNC 68MNUU,SHOULD STUCCO E)aST,AND 14 1 10 '8 75 5.5 3.5 - 14 .12 10, 9 9, 8 6 5 14 12 10 9 S. 7 55 4 45EE Lnl ilt0i 9F.11SE F09 5'-0' 14 12 70 9 8 8 8 e 14 fY 70 9 9 8 d 5.9 IS 12 10 0 8 B 0.195 192E 1�1g a�+.5t 1aI'}t.NINUu"FOR WAILS WFDt NG STUCCO. 74' 12. to 8 8 7 4 - 74 iT2 10 A a 85.. 9 st 14 lx 10 B ITS, H'35 ] - .A.3)'IN OA$E THAT PRECAST mN-_.PRECAST CONCRETE PANELS.PAVERS OP.ANY.VENED2:SE FOUND-ON THE EXPMO-WALL OR.FLOOR; T4 t 1x LD 0 t 6- 7514a is t2 td 9 e- d a a,9 t4 t2 tc• 9 e H 4,3 75 AN04ORS'-SRALL BE LONG EkOUGH TO REACR WE MAIN STRUCTURE BUONO SAID WALT.FINISI(M.,RNCHOfc4GE SKAU SE AS�:ryD{CATED.ON 7a 85 4.51- - 14 12 '10 9 3 7.9 5.5 + 14 12 70 5 8 6 45 3.5 NOTFS'A1)&192)ABOVE.FOR INSTALLATIONS'ON VQNtt SID)NG GR EfS'VYRH OR 7;1THOUT METAL S7UDtffonSLR.T THS ENGINEER:'FOR' 6'^0" a 8 a a - 14 2 10 9 a' B 6 5 14 12 10 9 H 65 S 3.S IT`STALll1DON INTO DFS,WIN N£&STUDS.S'£F SHEET 20. W 75 85 3 14 12 to 85 7 5.6 4 3 14 12 '8 d.5 9.5 4 3 9 9' tl - - 14 12 10 9 8 8a 5 3.75 14 72 10 H.5- 9.. 9' 4 - (B) TO EMSTING CONCRETE'BLACK:(ASTU C-9C) a9 65 J - - 74 12 IO 9 B 85 4.5 14' 72 110 6 7 ] J.S J -1/4'0 TAPCON OR TAPCON$7TH ADVANCED W&IJIFOR.4t TECHNCLOM AN'NCHOR9,k5 UAIfUFACRAi2 BY I.T.W.BU(UTIX: 9 B 8 - - la 12 t6 8 0 7 5 4 14 12 10 9 75 55 4 3 -1/4'ox 3/4•.ALL POINTS SOLID-SET,ANCHORS;.AS DISTRIBUTED BY ALL POINTS.SCREYN,BOLT&SPECIALTY COMPANY. a 65 4 10 12 & 75 fi 4.5 K - la. 10,5 7 5.514.5 JS - = 1/4.O'BLUE TAR CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FA5i'EtiEn V9 T,.INC. 14112110es. 7 a - - 14 12 ft 9 7.5 S. 4 - u 12 9 7 l7.5 45'- - -1/4".0 TAPPER.ANCHORS AS-MANUVACTURED BY POWERS"FASTENERS,INC..AND OSTPoBUIED BY ALL POINTS SCREW,BOLT'&SPECSALTY 14029.5 55.45 - - 14 12' 1G a 5.5 74 12 7 i :] COMPANY.t)R.CITY OTHER APPROVED UCEN'4E11.OR AUTHORRf]T'VENDOR REO1SiT7T�V,iiN�THE.MFRlCAw gIJTTER`SYST US'ASSOCIATION,INC. 14 9 F H 85 - - 14. /2to o - 14' 12� Us HC5 5 J:5NOTES: 14 T 55 3 - �- 14 12 d' 63 9.S a 7 - 1.5 9.5 6 5 4 J - - ELI)MINONM FJd6EGMEN.T INTO CONCRETE BLOCK-DF TAPCON.BLUE TAP)Y/W..ANCH�i'AND'TAPPERSANCHORS;fS 1 1/4 AND' TAPCON to 75 8 - - - 14 12 9a H as 5 - - 14 12 9 6 65 4 1 MTI-ADVANCED-THREAOFORNTECHNOLOGY'ANCHORS I$•-i•. 1J 95 a9 5 3,5 - 14 12 10 .6 6.5 H - 14 12 .9 65 S 4 9•_p• '14 12 to 9 8 - - - 14 12 110 -9 1 7.5 4.S' - - f4 12 55 7 9a 4 - - 8.2),MLNIN.UM QABEDMEur OF 1/4b x 3/4•ALL PO2OS.scuo-SET ANCHORS SHALL.BE ENRNELY EMBEDDED INTO THE CONCRETE BLACK,NO 14 11.5 75 8 4' - - ta. 11 7 55 5 35 - - tt B 6.5 4.9 3a - - Euaeom6r INTO STUCCO.SKALL BE FIEWTTTED.1/4'0-20'S.S,VACHNS SCREV7•USEO'SHA1.BE 1 1/2'LANG MIN'Num'SHOULD�STUCce !14 t a Os 4.5 - - - 14 .12.85 7 a a - _ 14 IDS 7 55 6'to - - EAST„ANO I'NIMU11M FOR WAILS.MTH NO:ST000O. .. !1.545 5:5 'a - - 14 12 9 7 a 4.9 - - 14 11 7 6.514. 3.5 t42 fo 9 7a' - - 14 12 101 8 6a 5 - - '14 12 E 6 3. 4 - 5.3)•IN-CASE THAT-PRECAST STONE,PRECAST CONCR_PTE:P.WELS.PAVERSOR ANY VENEER.BE FOUND,ON THE aSf,4 19ALL OR FLOOR, 6.5 5 'a 3 - to 75 5. ] ANCHORS SHALL BE tONG',EN^..4KiH TO RFACH.,TIC MAIN STRUCTURE B' 1ND SND WA.�1.F12fiS'IS.ANCHOFiAG..5H.1:t8E AS Ie:O..J4TED ON .14 1117.515.51. - - 1a,[11.51-9,L 6 5 4 - - I2.5l o.5 6 5!s 4: NO;ES,j)Ak B.2)ASOVz FOR)NSTALLATIONS ON V.Ai.SIDING.OR VIS WrtH.OR.WITI16 f METAL STUDS'CONSULT TNS.ENGINEER. Lc.z H 5 .-.:14 1? S @:5 5.5- 4. - 1J t0 9 a•4 3'. FOR 7NSTALIAT 1 INTO'CIPS:4111,4 METAL STUMSEE SHEET 20: to t2' 10 - - -I- 14 121 9 7 0 4a - - R tai ? SSt4a 35 - - .: - 12.5 9a 3 - 12 11 6. 4.5 4 7 - 9 7 45 J.5 ] - (C) ANCHaRS.SHALL '8E INSTALLED FOLLOIATNG ALL OF THE RECOV-DIDATICNS AND SPECIFICATIONS CF THE-NNCHO35:.NA.NOFACTLREFt. i4 -f0 17 - - - - - 14 la's 7-5.5 4.5 - - - 1.5 8.9 5.6 45 75 - - - 9.5 7 43 '- - - ffll :6 5 - - 12 E '8 45 ♦ ^ (G) SEE SCHEDULE t>- 'FOR 13)CE 05TRNOE(EOJ YERSUS:SPACING RELATIONSHIP FOR ANCHORS. N .12 10 - - - - - 3 1D.KII 5 4 - - FO.�DISTANCE V RS Ic SPACINGS_HEDLtLFMR ANCHORS, .9 as 4.3 - - _ _ 4 3.5 - - 9 a 4 J _ _ _ _ NAYIMUU ANCHOR:SPI&iNCS 195E YAUD FOR FOCE OtSTA4tE5 LND)CATED'9ELO14',FOR E 0.LESS TILAN TME 44OiCA1E0.REDUCE ANCHOR.SFA7.NG 139S a - - - - - 5 1 4 1- - - 0.5 H 5 4 1- - - - RY MULTIPLYING SPACNG SHOWN ON SOtMULE SY.THE FOLLO'65N1 FACTORS. rV 9a. - - - - 1( 105 7 5.5 4.5 -(- 11 16.5 3.9 45 3.5 - REDUCED SPACING-ORTALSED USING FACTOR SHALL NOT P.S LESS TY 4 M'LVUN'SPAMNO IRGLCATFTI FOR EACH ANCHOR TATE12 - - - - - 74 11.5 7.5-H 5 - - - 12 t 9 B 45 4 - - FACTOR a - - - - to 7:' H 4 J - - - 75;5.¢ 4 3 - - tAPC1N1 IYftFI ABVAROED TAPPER"+ILs - t2 5 H 4a 4 - - - 8.5 7 S 4 - - EDB£' TAPCON Alt POINT SD1T0'sET em TAPE W/CAP 5 -1-i - Ht's 7,5 i.9 4 - - EOR DICTAtNCE THREAOFOidM TECHNOLOGY - WIN.SPACING 1412 - - - 14 10.5 7 55 - - - - ti 85 6.5.4.5 - - - E.0. NUN:SPMCNG-3, . UK SPACING-3" ULN.SPACLNG-3 I/2•, MN,SPACING n 3' �3 3/4" 4' 10 .9 - - - - - 9 7 a.S 5 - - - - 7 5 3a 3 - _ _ _ POURED CONdsiew k-1gFe,•p MYRE7E 4C4.T:BLOC POURED"CONCR:?E i POURED CONCRETE& 7e cac CCttOflM S. CONCRETE BLOCK CONCRETE BLOCK lla 8 - - - 1 9 .5 4 - - - - 9 6.5 4,5 - - -I:^ U>!1:;FA•S:Ip'16N.EO.2 1/2" 1 - MN Ea-311Y Hat E0.•2 I/2• i+.- - - - �ti.5 0 ss - - - - - os e s -1 - - - IdIAQE WORKING. 3- 1.0 0190 1,0 0.78 1.0 0.84 to ;5, 9 - - - - I- - es a5 . - - - TS 5 3 - -' - - - z 1/2- _O, - oe1 1.G• - o.a7 T:o e.5 6 1 4 - IN UNISON �. 2• -- - 0.71 ... _ _ .._...._ _ 031 9 !65 4. _I_. _ _ _ T 3/4... - .0.91 - - Q43 - _ _ - _ _ _ 1a.5 95 6 - - - - - Tozs .5 -)- - - - T 1/2 0.35. 0.36 FLORIDA BUILDING CO Uom High,Velocity Nurrioane Zane Lt,LL't�Ft A.T!(�lJ-,- 0 2011 &kSTERN NRAL B'JPPLY.'INC BERTHA HVTu /777i7L7E 7C07A.S.S wA. 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