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HomeMy WebLinkAboutProduct Approval Florida Building Code Online _ Page 1 of 2 IE COPY N, �'91 2 t -iCv y.�+'; ."�"' G... ik''.. ;•Ir,,iidn Ceo(tmewd DCIS Home I Log in User Registration HotTopics j Submit Surcharge I Stats fi Facts ' Publications ; FSCStaff ; BCIS Site Hap ! Links { Search Business Professi !I�IOAR) product Approval Os—Public user Regulation ttt � t,thl,trt Auprnv;,t Dt.n,r>Prndlrtt or r,nnikalton S,+nn It>AlgairMnnn I.i.:t a Application Detail y 4• t .79 :r" 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 tifeeley4 easternmetal.com Authorized Signature Bill Feeley lrodriguez@easternmetal.com Technical Representative Address/Phone/Emall Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer 'f Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A..Tillit,Jr.P.E. Evaluation Report Florida Ucense PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W.Knezevich,PE Validation Checklist-Hardcopy Received Certificateofindependence FL3w2 kA C01 HV A('CQ3tDl N Q NL)NHVd?-glf Referenced Standard and Year(of Standard) Standard year ASTM E-1886 2005 ASTM E-1996 2005 ASTM E-330 2002 TAS 201,202,203 3994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1.Option D http://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgvYYIIH2vJvx5... 7/16/2015 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 J)FL At Model Number or Name Description 389.1 Bertha HV Accordion Shutter-Blade 3- Extruded aluminum interlocking blades retained by tracks(top and I Non-HVHZ)-Drw 15-086 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No El 389 R8_11 A.,S,S.g_lNC'..r2Ry�'Si.i.5_ i id1 { 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 Ft's.9 N8 Air A.S.S.A.IN;".-P^E.R, eRtaG;5-DSC,.r!t ASD load and 13'-0'for 35 psf negative ASD load tine HV3 blade w/o Created by Independent Thlyd Party:Yes window blade,S'-2'for 110 psf ASD load for HV3 blade w/o window blade i and 8'-11"for 62 psf,9'•6"for 55 psf HV3 blade w/window blade working I In unison.Max.span for HV3 blade w/o window blade for Installations Into Metal Stud walls Is 79"for max.ASD pressure rating of+72,-72 antl 84" i for+64,-64 PSI.See sheet 5 for otherspans and ASD pressures. 8 . Bertha_HV Accordion Shutter-Blade 1 Only- Extruded aluminum interlocking blades retained by tracks(top and Non•HVHZa-Drwg 15.085 bottom)for storm Protection Limits of use Installation Instructions - Approved for use In HVHZ:No rL359 Ril It c.S.S.A.INC. DRWG.35-Q85.nd1 �) i Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. i Impact Resistant:Yes Created by independent Third Party:Yes it { Design Pressure:N/A Evaluation Reports Other:Large missile level"D".Max,Span is 16'•0"for 30 p.s.f negative F2381) RB AE AS S.A.INC. P.F.R. DRWG 1 s-Qf:5 Hlf,k4f ASD load depending on centermates and locking rod configuration for the Created by Independent Third Party:Yes HVi blade,8'•0"for+64,-72 p.s.f.load for WV blade for Keystone mountings 7'-0'for+7S,-75 p.s.f,for metals stud mountings and 8'-0' I for 110 p.s.f.for HVS and HV1A working In unison.See sheets 7,11 and i20 respeCtivety of Installation drawin s for otherspans and pressures. 389.3 BerUfaNV Accordion Shutter-COMBO- Extruded aluminum interlocking blades retained by tracks(top and NOn•HVWZ)-Drwg 15.084 bottom)for storm protection i Limps of Use' Installation Instructions Approved for use In HVHZ:No FL359 R8 It t,_S S A INC DRiyfi 15•DR4 rdr Approved for use outside HVHZ:Yes Verified By:American Test Lab or 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 I F089 pit AE.A.-.S.A.H4j: PF.R f)RWt'!-;'k94 orf and 18'-0'for Blade 2:See schedules on sheet 12,2S and 28 Created by Independent Third Party:Yes E respectively i trsa` Kt��' Contact US::1940 north Monroe Street,Tallahassee Fl,32399 Phone:850-487.18?4 The State of Florida Is an AA)EEO employer,Copyrl ht 2097.291?Slate of Florida.::Privacv Statement::Accessibility Statement::Refund Statement Under Flodda law,email addresses are public records,if you do not want your e-mall address released in response to a public-records request,do not send electronic molt to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 950,487,139S.'Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licences licensed under Chapter 455,F,S.must provide the Department wnh an small address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click him. Product Apprnvel Accepts: ® �txci http://www.floridabuilding.org/pr/pr_-_app_dti.aspx?param=wGEVXQ WtDgvYYHH2vJvx5... 7/16/201.5 GENERAL NOTES, 1.BERTH N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCE NENF AL ATION ODCUMCP.E.D.)HAS BEEN VERIFIED FOR COMPIWtCE DI ACCORDANCE VAIN THE 2014(Sth EDITION)OF THE FLORIDA BUILDING CODE THIS ACCORD*"SPUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. DESIGN W20 LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED COOE,FOR A BASIC WINO SPEED RELURED BY THE JURISDK."WHERE SHUTTER DILL TABLE OF CONTENTS BE DMSMAL ED MTH A DIRECRONAL(TY FACTOR Kde0.85.USING ASCE 7-10 AND SHWA.NOT EXCEED THE UAX;MUM(ALTA.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15.10&20. IN ORDER TO VERIFY THE ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERUNED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN"ID LOADS AREA•1: FIV BLADES(i)6c Ql� By UULTMYIDNG THE/BY 0.6 IN OIWTO COMPARE THESE W/MAX.(ASD)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 7 IN ORDER TO VERIFY THAT OOMPDtffMS AND ANCHORS ON THIS PED.,AS TEM.WERE NOT OVER STRESSED.A 33 X INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Ij USED IN THEIR SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER.A WIND DURATION FACTOR CO-1.60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SWITER SYSLVS ADEQUACY FOR'WIND AND LARGE MISSILE IMPACT LOAN HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 Or 1E4E.ADOVE MENTIONED OWE AS PER SHEET 4 ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 36-44 TYPICAL WINDOW BLADE&WINDOW DETAIL -1Tr DUDE(D }0214.07-03,10715.Qt-0.T./1004.01-03.01214.01-05•#0317.02-06.¢0603.01-10 AND 10210.01-71 AS PER TAS-201•TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1866 AR A 2# HV 13ANF(7 AND W WINDOW SLADE AND E-1956 STANDARDS(MISSILE LL'VE.D.WIND ZONES 1.2&3)&01220.01-10 AS PER TAS 201,201&203 PROTOCOLS LARGE LOSSDE (WHERE APPLICABLE) -IN WTNOOM BLADE 9#0505.01-08 AS PER ASCU E-1886 AND E-1996(MISSILE LEVE.0,Wits ZONES 1.2,3)BASIC PROTECTION ONLY AND/0725.01-88 AS PER TAS 202 PROTOCOL TYPICAL SHUTTER ELEVATION&NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F.CONCRETE/BLOCK SHEET 6 2 NV MADE AND HV VIINDOW BLADE® ARE ENGINEERED TD WORK IN U NISOII WITH EACH OTHER UNDER THE GENERAL UVTATIONS AND CONXTIONS OF USE INDICATED ON SHEET 19 LNSTALLATION DETAILS G-M.CWNCRE7E/BL0C;K SHEET 7 3.BERTHA N.V.ACCORDION PINS(HV SCRM)•USED AT BLADES KNUCKLE AMU FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BEI14A275'ACD 1T4:1.7e RESPECTIVELY,410-M MINIMUM SERIES' CETERMATE DEYALS IN SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 kit YIELD 1D STRENGTHAND 180 W TEt9LE STRENGT L PINS SCALL.BE COATED WITH BOMA Hr aACROSFIIIEID COATING SYSTEM AS MANUFACTURED BY APPROVED. CENTERMATE ALTERRATING DETAOS HN SHEET 9 COATING APPLICATORS.REGISTERED WIN AMERICAN STARTER SISTEMS.ASSOCIAHON.PINS MUST BEAR TME IH MARKING ON-,NOR HEAD. 4.ALL AUMNUM OCTRUSIONS SHV.BE ALUMINUM ASSOCIATION ALOY AND TEMPER AS UKAXkED ON SHEETS-2 AND 3.M29MUM YIELD STRENGTH FOR 6063-T6 ALLOY IS MO W AND 35.7 Ria'FOR I7ND CONNECTK:N DETAILS 1-6.CONCREIEALOCK SHEET 10 6005-15 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE-CONCRETE&BLOCK SHAT 12 S.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 X51 SUMS OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MOL YIELD STRENGTH AND 90 Tai IAN.TENSILE STRENGM ANCHOR SCHEDULE-CONCRETE&BLOCK swxr 13 AND SHALL COMPLY W/FLORIDA BUIDDC CODE SECTION 2411.1.3.4. ANCHOR SCHEDULE-CONCRETE&BLOCK SHEET 14 6.DOLTS TO BE ASHY A-307 GALVANIZED STELE OR AIS 304 OR 316 SERIES SEALNLESS STEEL WITH 35 Vol MIMAUM YIELD STRENGTH. ANCHOR SCHEDULE-WOOD SHEET 15 7.SEE THE FOL-LOWING SHEETS FOR ANCHOR SPECFICAMI&'HV BLADE()' 12.13.14.15 AND 20 INSTAUAMON DETAILS Y-R.WOOD SHEET 16 11V BLADE( &Q WORMNG IN UNISON: 12. 13& t5 INSTALLATION DETAILS S-).WOOD SHEET 17 B.THIS BERTHA N.Y.ACCORDION SHUrrM SYSTEM BEARS A U.S.PATENT 16-779-SEM COMPONENTS OF THIS APPROJAL ARE COVERED.IN WHOLE.OR IN PART BY U.S.PATENT 15.486,173 ISSUED 70 EASTERN END CONNECTION DGAILS 7-12&X;WOOD SHEET 18 METAL SUPPLY.INC. S.B SMI BE THC RESPONSIBILITY OF THE CONTACTOR TC VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE CONTRACTOR TO SEAL/CAULK AREA 3: W WINDOW BLApE (j- ONLY ALL SWUM COMPONEFr EDGES WHICH REMAIN.THRU FASTENING IN C0.`NUNUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN UNTRUS*4, TYPICAL SHUTTER ELEVATION SHEET I9 10,E% 13AlT MUST BEARENGAEINT LABO.IO=ALL WN YSIREL .ACE WIN WARNING ROTE DURING PFR7005 Or HURRICANE WARNINGS NOW OWNER,TENANT.DR OTHERS,MUST PROPERLY CLOSE ALL EN AND ND AREA 4- HV WINDOW BLADE 1 DN Y 11.SHUTTER LIANUFACTURER•S LABEL SHALL BZ LOCATED CN A RFAD:LY VISIBLE LOCATION AT ACCORDION STUTTER IN ACCORCANCE WITH SECTION 1710.8.3 OF FLORW BUILDING CODE.ONE L49M SWILL.2E INSTALLATION OETAIS.MET:.STUD YNAyS SHEET 20 (LACED FOR EVERY OPENING.LABF,UNG TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BUT"N.Y.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY Wmi SPECS INDICATED P1 rVS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION'AWERE PERMIT IS A'PLr6D 70. 13.Co)THIS P.E.D.PREPARED BY TH5 ENGINEER IS GENERIC MO DOES NOT PROVIDE INFORMATION FOR A STT SFMnC PRQIECr;I—WHETE THE SITE CONDnONS DEMIE FRAU THE P.EO. (D)CONTRACTOR TO EE RESPONSIBLE FOR THE SELECTION.PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THZS PRODUCT.BASED ON THIS P.E.U..PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDRIONS DETAILED ON DOCUMENT.DOCU .CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSo1Urc. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IT ALTERED m s. ANY Ucv (d)SHE SPM-XC PRWEC7S SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH DILL BECOME THE ENGINEER OF RECORD(I-O.R.)FOR THE PROJECT AND WHO WLL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TD THE P.£.D,ENGINUF SHALL SUBLOT TD TOS LATTER THE WE SPECIFIC DRAWOlGS FOR RESEW. CV:)ORDINAL PLED.SHW.L.BEAR THE DATE AND ORICTNAL SEUL A47$7T ATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IL uu i FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone �a`"�(ER A•7/jAArAi, 0 2015 EASTERN METAL SUPPLY.INC. .......... ViCE/� BERTHA HVnM e� IL E C 4 ln�. ■ ■ ■ Accordion Shutter System '?( = /"'� FLY.RADE#1 w/OR W/0 KV.MATRON BADE American Shutter Systems .N DEsmmD DATE ORAks D,< N_ 3JA ;`YF� TILLNT 7ES71NC &ENGINEERING COMPANY TE OF Association, Inc. 1 OLD 11-192 4/13/15 DU4 4/13/lb rp AEON c� a ars R.N,x $1-$t.153 v.carA (305) rwa asI PJm+e:(305}877-1530.Fm:{385)87.0-1531 4268 WOstroads Drive 2 DRAWING No •......•• r^m�� °O7°ALCOR West Palm Beach, FL 33407 1 SNA L ENSWALTER A TOUT T..P.8 4 15-085 AAA'AAa t Ilq` FTOROA U.1 44167 5 SHEET P.E. SEAL/S1t RE/DATE 6 I of 20 -T.r9R weir 9" YARNS 1.978' 11491•. h •r X25 p \ - $ a Me.. N .hz00' 0 -� jj p � N 0 •� 4371 4. 4asr ,�__ 4.999• °, SHY SOLID BLA�DJ --- ". 5 HV 90•,/180' STARTER COVERED UNDER US PATENT p 5458179 ®HV UNIVERSAL FLOATER - .r -'?' QUALIFIED FOR USE W/ NV BLADE C1/ � HV BLADE 1 1gA HY WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR U 'IT." 6063-76 ALLAY AND TEMPER BLADE 1 'SEE LPAITATIONS OF USE OF BLADE®ON SHEET 19 - 6063-76 ALLOY A TEMPER .37 ,i2a' 6063-T6 ALLOY AND TEMPER --.+.2¢_._.._._ 2.670' 3.55G• r. .!- .._.� .990 7. � 2.'v:_, ets• 2.092• 1375- 0.072- I 0.07j: �KC.LL ' nr -920 n 3 6 HV WALK-OVER TRACK BY ADJ. BIDE 1p QUAUFRED FOR U-E W/ HV HV TRENCH TRACK ss 6063-16 ALLOY AND TEMPERgt�Js E 1 QUALIFIED FOR USE W/IN - 6063-16 kLlOY 0 TEMPER BLADE(T'ONLY, i HV RAINGU,j�_D GLADE lO G063-T6 ALLOY AND TEMPER FO I 6063-76 AU.OY AND TEMPER - YA s3 1x36' BLIE T- ,• 7.915' VARIES 7936' 6063-T6 ALLOY D TEMPER o 0 063• 083 � S' DES- � TDL.093' I- _ �7• �� .115• 870 t'`• 570 -1.660 $� {?`A, 670 `_ ' T S .220____.._. 35 67Q 11 HV CEILING HEADER 1Q HY HEADER/SILL (1 HD CEIUNG HEADER/SILL 1 ONLY, QUALIFIED FOR USE W HV BLADE 1 ONLY SEE SECTIONS FOR VALID 6063-T6 ALLOY AND TEMPS QUAUFTED FOR USE W/If,/BLADEQ 14 HD WALL HEADER/SILL SEF- SECTIONS FOR VAUD(1Y. QUALIFIED FOR USE W/ tN 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE 0 ONLY. 6063-T6 ALLOY AND IEMPER COMPONENT A B T7 T2 % Y t x v Mt1 r r car : z z' 0.:15' 2- 5'U0.10.192" D.192• 1�6 SIDE ANGLES --- CORNER POSTS Iry ALUMINUM ANGLES 1s 2.5• 7'MAX.! 0.16D 'LJ' BLADE I 6063-T6.ALLOY AN TEMPER BLADE 1 ONLY- ,�E'ilil ALLOeLAY 1 6963-T6 ALLOY AIRD 76MPER �l ' 2' S'M+ULj�D.i39' 0.731• 6063-ib ALLOY ANOp TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricone Zone NP N.T!C+Y/I,�� ' 0 2015 EASTERN METAL SUPPLY,INC. Q�PT . r✓ENSF'J� BERTHA HV-w IL�RC® INS. ,�■ ■ e ■ Accordion Shutter System SSeKY..MADE#1 W/OR W/0 KV-WNDON RADE American Shutter Systems Ly.NJ emowRDN DATE I 0MWN BA: Nt Dy; �/lJ�✓/'V = TILLIT TESTING h ENGINEERING COMPANY S ATE of 'Iur 'M KR.3eA ,,6A s•no9� Association, Inc. / I an 11-192 i/7/1s oA a 4/t3/15 .:(3os}6)h1s3o,r�:tJ65871-+s3 4268 Westrood6 Drive z Iles` clORt ` � •�6 7t 0a West Polm Seech33,0 , FL 7 s DPo1'NING No es•. -•••• •F,\.�` WALTER A T¢LR Jr.NE . 15-085 J S('KFfW,G AL \.�`` rLDROA L;� j 44167 s SHEET P.E. Sr ,ORE/DATE 1 6 1 2 OF 20 4.576.745' C'S,45' 20-`F0 334' S5AM PNt Da s 4•- 7�fi[YTKO ae 0 m 6W4m vx . r mr �- g 3,6 1 _ La=EY q K .. cicrae7t Ka:t0*MaY4v[ (oanM[P.A1m) 21 HV CENTERMATE ` - R QUALIFIED 1 & ONLY HV FLOATING.CENTERMATE 325 ® HV EG@ESS LOCK 6063-T6 ALLOY AND 7EMPCR © U IEO FOR USE W/ IN BLADE 1 & I oNLYQUALIFIED W/HV QUALIFlEO FOR USE W/ HV 6063-T6 ALLOY AND fENPER ('�JHY CORNER C BLADE C�&MkM ONLY. BLADE& ONLY. WAURED FOR USE W/HV BLADE T ONLY •�- q-,60'AFTM ]s6063-T6 ALLOT ANO 7CMPCRPL7SBG HEADd ���SDi fP17 079' 1 RNEIING BEFORE PSNEW 1/479-20 x~3/4 S.S. THUMBSCREW J/4"0--20�RIVNUT � x ' I fl Ss 944.AWN"a«u_T3 AU."ursc FLAW,IIVI n. sass hucm0.FART!0M.AS MA VI-TURED BY AVDM �+ "YON a'L1AT10N HY MALE "T" LOCK CENTERMATE I as6s' 00"TL MI,PAMPMre.MW aaexY D7054 OR COU4L. �7 LOCKER FOR "T" LOCK CENT_RMATE OUAUFIFD FOR USE W/HV BLADE 1 ONLY HV FEMALE "T" LOCK CENTERMATE HV "T' LOCK HV ALTERNATIVE LOCK F U `C.i OUTy1FI� FOR USE QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/HV BLADE IOONLY 6063-T6 ALLOY AND TEMPER QUAUFIED FOR USE W/HV BLADE ONLY W1HV BLADE v ONLY. (6.ADE C ONLY. 6063-T6 ALLOY AND TEMPER 6063-76 ALLOY AND TEMPER- 3.161 aF _( �. 1 4 ,-T1iULL6E1#W ps,1• cNCER OR .214' ��' :�2 .a . KEY CYUKDER 214' •' _.r6.� .545. • o`' In Q rT 0.875' -125•Loa. HD CENTERMATE W1 o0 69CKING ROD HD CENTERMl} o OUAUFiED FCR USE W/HV BLADE(q&& QUALIFIED FOP, USE W/ FN Bt—E(1 &QA) s s . 6063 76 ALLOY AND TEMPER. 6063-T6 ALLCY AND TEMPER vatEs.12'Mw. _ OUWJFIED FOR USE W HV BLADE 1 & 71 I _i/�N x s /t'�-se •-{ s 530' 6063-Ib ALLOY�ND 7£MPER ; v (sE BCtnss1 I{�1{ ! I]o OR KEYS L._ 1.57 Ll'. C1URDr72 .o • � ....._. 1.76-No4. R LOCKING ROD1l4 e 4 HD LOCK L,375. QUALt 606-T6 USEALLOY w/rtv EP'ER /� C ACETAL Ln� 1 4 m-ZO AISI 304 OY REGEH HARDWARE MORTISE LP KS SERIES 2333 HOOK DOLT LOCK 6063-T6 ALLOY ANO TEMPER HV 3L-�'�0-1 Z`Y p Q S tNSFALLATYJN'HILL REQUIRE A 7/1 G'HOLE i�. r $ FRIES S S THUMBSCREWS QUALIFIED FOR USE W/HV BLADE T)&OALLCD AT TRACKS FOR PROPER EMBEDAt'cNT QUALIFIED i d) BLADE CI QUALIFIED FOR USE W/ FN BLADE 1Q FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 1" •.•�•. d�i� ©2015 Cksrum METAL SUPPLY,INC. G ENSF _ BERTHA HVTM Accordion Shutter System / i-L�FgqO1. . KV.BAM#i W/OR w/0 KV.WiNDW B.AIIE American Shutter Systems K,(' 60scfp-.*sDATE D;MW OY: UL `! �tTY •44 TILUT TESTING & ENGINEERING COMPANY S 4t7� Association, Inc. 1 OLD 11-192 411,!15 DUE: 4/13/15 3 0', Q 6x5 KW. U.ss..360.vria:st C,6lDM ssdtw 351 • �>•--EL-DR 4263 Westroads Drive 2 O; YANG No '6 •'••....••• t,T.,woo,-a.— West Palm Beach, FL 33407 3 W-OW6719 15-085 ISS11 CNAlq�p�`� xuIM A TruT J.P.E. 4 StiEEF P.E. SEAL/SIGNATURE/DATE rLORnA L E 44.67 6 3 OF 20 SHUTTER ASSEMBLYULE FOR WIL v V HV TO 0ICE 41 12' -*& (3 � HV BLADE I — "OW MADE W BLADE to BLADCS M25 '1675. Y KNUCKLE W LONG RECESSED NYLON BUSHINGo. W SHORT RECESSED NYLON BUSHING FLAT PORTION, Rj � (DOR HV NYLON HAT WASHER OR ) W WHEEL CARRIAGE AISI 302-303 SERIES 4 X *.870*x3/16'THICK NYLON WHEEL.. 7�&Nft w W%IM 315 C SEPAWON !0 O.Jea'o ALSI 302 SERIES S.S. RI)rETS BETWEEN .0625*j.10625 BLWE 5 3/4' W 1 3/4-ACCORDION PIN W1 f8 HEAD EXTERIOR I i I OP0411GS ONEFS 2 1/4 vpm-mumm HV 2 314�*ACCORDION PIN W/f8 HEAD 4 -0 CLEAR TYPICAL HV WINDOW BLADE a AND POLYCAREONATIE IMPACT RESISTANT HV WINDOW YC QNATE HV WINDOW DETAIL P- (DOR 0 0 or VEIU. I E to i (DOR 0 VeMM903 FOLYCARBONAlt RESINS, U`V-STAEIIUZED GRADE OR SABIC 12'UX CLV 10 teAUE 8( cE INNOVATIVE PLASTIC LEAN 103 RESIN u (SEE 140TE -F- ON SHEET 19). (D OR 0 rig w E (1) HV PIN(D SHALL ALWAYS BE USED AT ALL EXTE-J'JOR ILE, poLyCARBONATE SOURCES FOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W1 HV(D OR EXTERIOR HV(9 BLADE. TYPICAL SHUTTER ASSEMBLY OR,@ AT (2) 14V PIN C.)MAY BE USED IN LIEU OF(D AND ONLY AT aR LAKs KNUCKLE. EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV(D OJ24'1 3 (SEE NOTE*FOR BLADE WHEN CORRESPONDING TO INSTALLATION '11', SHEET 7. TV12LZ Me 91wom Avw I)SW 9AW T, Rfl6at¢s R""I A 7wa 4v— 1240 P.a t5Aa1 aw .7v um (3) HV PIN @ OR @ W/ 1 2' O.D. 1/16-THICK S.S. WASHER RvwM aw� f�010 Cw 1Sw I'm a 17— meet SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETIJL X. .7 SHEET -MIT M"ISI" AVU MM DIM 10,41 goo T ,#Fl CARRIAGE DETAIL A It gr w." 4w om C-I C-I WMI sar r�m" Zone,GTu a,53 Accordion Shutter IL ECOLIN, ■ w w w KV.BLADE#1 W/OR System American Shutior Systems wt 0owng" DAY( TILUT TESTING & ENGINEERING COMPANY S Association, Inc. 0-0 11-192 4113/15 VP9M(AIMONS.iii of 3x1 47.65 westroods Delve DRAWING 140 F¢..:(205)871-1531 West Palm Beach, FL 3:5407 3 15-085 A WA.=104V.PZ SHEET P01VAL EO' LTI)t FLOVA til f ------ "96Vl .E t6i�glll I RE/DATE 4 OF 20 ''_NOTES ON HV LACKS AND CENTERMATES: A 0 0 0 F`J•�o Y N $ T U M,y P '`V' ®,�yt •.r 1.16WEATURf CONDITION JIL ONE HV LOCK(a orSPAN SWUL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BFB or 92:OF BE USED AS AH INSIDE OR UQITISDE LOTO CI(,ATTpGi1m 1AND FOR T IONS AT ANY ELEVATION.JN LOCK�1 OR a Ct7JTERMATES W/(2 1 4'0-20 x 1/2•LONG FLAT HEAD S.S.M.S.LOCATKIN OF LOCK SHALL BE AS INDICATED ON OgO4 TYPICAL SHlS'V/ AT10N. } 2. IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES.UP TO TWO HV BE OR�2 SHALL BEOAS INDICATEDUSED AS AN INNSS�OR OUTSIDE LDCK CONNECTION Or LOCKS To ceNIERNA7ES v I..'(ON OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER aMT10N. Q p--- 3. _�G� �-.� 1IS I75E71 W/iwb H,V,Lomlf LOCKMG RODS ARE NOT REWIRED AT_tfURRiCANE POSITION,BUT MAY 4 5 ""-:l"'(D4 �'_5'�� BBELY'.S BE CUBED AT STACKING ENHANCE TER PERNONFORMANCE. LOCKING RODS 0 OR AN ALTERNATIVE DEVICE Ic MANDATORY CONDITION •ON-:M'LOCK Q @ S/W1 BE USED AT CORNER CENTERMATES FOR ANY SPAN LA AND INSTALLATIONS AT ANY ETEVATIO N.HV LOCK 4 or @ S A 1 BE USED AS AN OUTSLCE OR INSIDE LACK, ATTACHED 70®COWaR CENTERMATE W/(2) 1/4 0-20 x 1/2'LONG MT HEAD S.S.M.S.TWO LOCIONG RODS(t� AT TOP 1L:BD M SHALL HE USED.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION, MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12. y5 i4'b S '� S. O��� SSS ( •ONE ALTERNATE HV LOCK MAY BE �N LIEU OF HV LOCK . or FOR ANY SPAN% 1 Fx. I Yr INSTAIANOHS AT ANYELEVATION.AL.£RNNT2 LOIN,f 2 MY BE USe'D AS AN DE OR Our=LOCK.ATTACHMENT - D�o OF L/4'b-2(1x3/4'S.S.THUMBSCREW TO 0 OR @ CEHTV"TES SHALL BE MADE W/1/44-20x3/4'ALUM. / 1 Nil - �s° DRNIW AS SHOWN ON SECTION WE S14M B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWD v C LOCKS AT 1/3 OF SHUTIM SPAN. B.MANDATORY OCINDIDDH i3 FOR I(EYSTON HINTING INSTALLAM6•, ONE HV LOCK(�or `or SWILL BE }� (j USED AT 1/2 OF SHUTTER SPMJ fOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTEER SPAY FOR SPANS UP 1 ( TO W.AND FOR INSFALLAROLS AT ANY ELEVATION.HV LOCK Qr or®u t�MAY BE USED AS AN IINSIDE OR SEE EM JOUTSIDE LOCK.ATTACHED TO ea-a 0'SYMMETRICAL CENLERMATES W/(2) 1 f4'-2D x 112'LONG FLAT HEAD SS. SET:'EM - MS,LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVAAON. USE OF LOCKING RODS 0 W/ CONN£CiION ! �'3 OR @ TOP AND BOTTOM IS COMPLETELY MANDATORY. DETNLS ON 0 F Y 1 J x L Y P 0 A Y w x 18 rYP 10& YYY HEIGHT. nnL n "NOTES ON HV 'T' LOCKS AND CENTERMATES: OF CORNER 1 _ LAn- CEINTERMATE ONE ALTERNATE HV'T-LOCK Od MAY BE IMSjAILEO IN LIEU OF H4 LACKS OR Q9 FOR ANt'SPAN AND STALIATION AT ANY ELEYAION.AL7�RNATE LOCK LTO Y BE USED AS IW ONSIDE OR Cil(53DE LOCK ATTACHMENT L"5' � •��„,� OF LOCK tg INCLUDES USING fiENND j;G LOCKET(- O.AS SHOWN ON SECTION MIG.SHEET 0,WHICH MUST Be 10' 3 L� oa —_----• CONNECTED TO CENlE;%a ESQ AND W/ Ifo C-20 1 1/2'LONG S.S.THREADED BOLT W/7/84 z 3/32' WINGNUr OR Wf 1/40-20x1'SS.M.S.INTO A 1j4'Ox 5/8•RhNUT.LOCK MAY WSTt4LED AT MOSPAN OR 12' 'V' on 8�•O7 'I}}�TY MAXIMUM; AND BELOW M765PA1N.USE OF TWO LOCpNG 8005 70P AND BOTOM IS NAARJATORY. 15'InB as + m®.�Va s •���•t�31aV•�sa(3•Q *NOTES N HD L & C. T�S: 1.HD lDJ9d �Ll HD(b1iFRMATES/� OR W1 ONE ALTERNATE NO LOCK© MAYBE USED IN UEU OF PICAL (f) HV BLADE SHUTTER ELEVATION t1V LOCKS M OR Q4 rOR ANY SPAN AND WSTALLATIaHS AT Ig C"AT".ALTERNATE FID LOCK 0 MAY BE USED N.T.S. AS AN INSIDE OR OURS LOCK.ATTACHMENT OF HD LOCK t'7 TO IS W/3 18 x 3/8'F.H.SS.M S..AND INCLUDES REINFORCEMENT INSERT AS AS SHOWN ON SECTIONS HDB-M3 064D SHEET 1Q LOCK MAY BE INSf.1N.I.ED AT LCDSPAN OR 12'KAXIMUM BELAY OR ABOVE JDDSPAN.115E OF LOCKING RODS @ IS COYPLRELY OPRONAL_ FLORMA MING C00L'(ffo—n-F',—qh-Teiocay Hurricane ne 0 2015 JSTURN YErAL SUPPLY.INC.r,E /r BERTHA HVTM Accordion Shutter System 7TIZ7FEC O e b c. ■ ■ Itv�gl w/CR W/O KV.Twruw+RADEShutter Sys}ems American DPA"er: Y L TILLIT TESTING& ENGINEERING COMPANY STATE OF :Q �xi K,,MN L � ,• atl Association, Inc. CND 1 L-192 4/t3/t5 DMI e/(3/15 %�' :(}a1yeTTasTD.Fca:(3os)DT+-Tssl 4288 Westroods Drive 2 %�F• fli '�� ._mom:a oo„Econ West Palm Beach, FL 3340: 1�— DRABING No '0NALE�Go ` .,:.ID A.1un'�:Pe 15-085 L% E�DATE � '`Uc.g 44167 SHESET OF 20 COh'CME ANCHORS CONCRETE RETE (SEE SO4MIAE ON SHEET 13) m a=(� 1 OR ®� E>omuc 1 I M RECUtR£OMr EDGE Ci i 1 CA . GlASS•EXISRLC ¢§IF ANCHOR �Ei'�1A7 'i r tf=rlOtL i t r' {1043/4HIX W,l5F1ER NEN' ' 11 1 ORU5 S i J/a WDa TD(STREWS o 12.O.C. EOCE OF ' O ^ ' J/a CONCREM FHC1tOF6 8 n. ) (SEL SCHEDULE ON SHEET 13) / AT'PIJfAOlE EDGE OF DUSTING I EDGE ate, ' 1, SLAT IF GUSS'^"' SLAB IF 1 1/2 I EDGE IF i taN'liYFRi01 APPLICABLE - .0. . _O. SIAO D' A'PUCAMI POl1RED� PO FIAT FW 00 RETE A"IORS - , m� ®, PO RED RRE 1 (SEE SCHEDULE ON SHEET 14) F1AT HUD CONCRETE.ANY1i0R5 %tow Trcmn— t ORm oma__ a• (SEE SCHEDULE ON�TEEr ta) I1 .j�E(1CH 1NSTALIATION A1tD OHLY FOR UP 70}70,-75 PSF ASD. ® HV FLOOR INSTALLATION (D HV WALK-OVER INSTALLATION. OES!GN PRESSURE RATING L•FOR SPANS PER ��HV CEIL�G INSTALLATION SCIi£OULL 83, SHEET 11 , (SEE CONCRETE ANpiDRS i'--'-�(>zZa t . ' T Tutt (D (SEE SCIIEIMRE ON� 114.0 IW UgDa T4•CM W/ t+rr fifbli,t) I 1 SHEET 15) kaw:GD nlanOtal OT- . _ I M r0 t ' F}t15Et•K. c'um LY CR A {DWS I 1 4 FJOGLASS lFSS ^La'mx''wt:m ni'r ____•1O $�' uri[L�IVIr o e� rte" I(ui sOea at w i S 0.0 no P m CQ 90l AM ac.POR-V*5 tmw TWA L! STNT d TE r rtTD OAITL* I _) OTP.7(a NmE tt w sxEo t1 �.. 1/2' 1�3 u!+ 15 pLIZ-:AD wvc t I i TER SCREWS 4 CDlir.SPUN(—''•�j�_ ..,..._......_� {1at3/a• HEx i:un___/; -�T.ss. tEK SCREYS O 9.O.C. ' 3 _ __ '' •.� eYj`,�;�. /4Y-i0al/a'S5 YS OONCILUE ANCHORS 6 7 3/ sn.s. /// _ __ I�I 1/s' ,.1..• OR 7/a•D••20 SS.MS. t O O 9.O.C _ _ Yat. ;' ••'7. O f7'O.G WI Nut O 9.O.C. (SEE SCHEOULE ON .tet 1 i-. 1 SHEET 14) • \ Ol6196 NOH SIRUMtI*L -----= j 17 a 18 1/q• _.1' ]7 18 �t�ri 2.00'MIN. WALL Rry(ORDT+tT •-E.D. sLLl EDGE OF 7dCd. SLAB IF 7/8' 1 7/9' / APPUCaELEI • ...,-:' ".T[ CONCRETE A1pfORS t NOT 13(b) 1 l ! �0 PIXIRED CONCRETE'-' (SEE SCHEDL9E ON ON SHEET 1 SEE NDIE 13(b) Pauls CONCRE ON SHEET 7 I•. C O_ _. ...,......__ OR CONCRETE BLOCK SHEET 14) OR CONCRETE K= ._ SSSS_/SSSS_/_fREQUIRED REW=} D y�j KEYSTOYNE MOUId NIG INSTALLATION OPTICKM1L P1ED KO HY WALL FLOOR INSTALLATION W 1 un�P=M-#ati-n x CQ1:RE1E L FIV WALL WALK-OVER INSTALLATION Wav�a+l SKTnTR SPM 8•-0• I?EC11StED GUARD INS �: NOTE FOR Cal.NJnoN OF SECNOIIS: t THIS SLµw�PEI' FONNHALL�ED E O• EDGE >�TA+cE ADJACENT To AN OPERAM-E EXIT 1 SFS WRAOONS OF USE FOIL I-SEE s;EEr a FOR TYPICAL AKNTER (SEE SPECIFICATION'S ON SI I£ET t3) OR ENTRANCE EILACE p ON SHEET 19 INSTALLATION DETAILS W� .ice HV BLADE ASSEMBLY ui w UN"roS�N`Sir A""CIE CCOUE*0 � FLOPoDA BUILDING CODE(Non High VelocityHurricane Zone A.71(��T/, ®2015 EASTERN HETA.SUPPLY,INC. Q� ENS BERTHA HVTM A S S A Accordion Shutter System 1 LE C - ? O I w C. ■ ■ ■ ■ H.Y. MAX g1 W/OR W/O KV.WHIN RISE American Shutter Syslems w IWSORP tD OarT oRfwN a Nl :�,' T1LUT TESTING& ENGINEERING COMPANY Association, Inc. 1 OLD it-742 aj13 L cite a 1y 15 a'•, aTATE OF aJ s u s,s..sos vrra+ caea s nau>1 �'•• P as:(3C5)Bit-150.Fat:(Os)e77-1531 4268 Westroods Drive 2 DRAWING No <-mD:E 6AcaO:at.am West POim Beach, FL 33407 3 ,,��••........ �� a1-t�6719 15-085 i;&'79106C/DATE F.�tttp` WALTER ATIU.II Jr•PSE j P.E. Sf'%SIGU6C/DATE U`. ` {St157 c SH7E OF 20 SEE END WALL CONNE SHEETS 10 & 18 SM W@S oN iaKac fans 0 INSTALLATIONS W/ 1 HV ® �5, �® OUT 9O IN f—DUSTING GLSS **ELA SLAWCKE MAX100:®G7 9FEFS 5. IYJ 91A-SLACK AIM i5 YNlD FON/:L BLADE W1 HV CENTERMATES CAI+0WA+S APRrAT9pI V"OL Eo OR USEE END W LI CONNE�nt)N O•O• 2 ©aO+O,pn ® p ®amp ',z•.1/a•.o'-2 8 w 9• i 5 s 1/4• y G+/2• 7- 7 (r,DW-W A1fM ALa OPPOSING SYMMETRYCAL ANGLE W/(2)1/4-0T.PCON 1/2- ®•® u,o,alS To C04CRM �- CENTERMATES � CENT RMATES uplaonoY)& tOaJ/s•S31S.o t2• c NLN.SEPARATION NJi1 n,/z'sus 10 nrds ,vu W/ HV LOCK " o_r¢�l W/ HV LOCK ms`s AT E!#1 A1A'tE(MI) (SEE SCHEDULE 5 �_ y o * 5* IN 3 ON sNEET „) z: . + w®�© � . �.®a,D.p�N t 1� v OUT HVC (D-0 •p�©•�®•©°� HVA HVB pw�m©•O7 w 9p .to,�3 a DnS1INc GtI.SS -POURED CONGRaEW�RETMOCKE Ot sr xc @ ® ®'® l�'©®` SYMMETRICA 6 •7 a S 7 a f I— G{Ass To) TEI N 0•© � 'p uNs GLASS8ass CENTERMATES i Q•�'°� �"®.®m tsEEscN�use 5 a— — W/ HV LOCK fd6 OrMCR (� on SH7<rr,+) ©•® — q -----cam tOfiD�CR) ®-Y wO`©.0 @ NOL SEP/MTIGN * TO GLASS yyam�,, (SEE scNEnuie =1N ® �- ®• _ ON SHEET 1I (ROMOR) ! - ----- ----- ------'- ------- OUT J 1 CH S0 1 * 3 YARirS o.. ' A..7J —C7* `-{7'C w 1•�•�} OUT 6 1/2"WX SUCK oUT G l..'.j�r, tDQERlRZ) HVE `CJ C7 HVF** HVD CGJJ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `\\\\\\p+llell4gtq, 0 2015 VS71RN Il:-TAL SOPPIY.INC. A:Ttcc,T✓'%; BERTHA HVT�, ,,CEN SSA Accordion Shutter System L 7co ,...-\ H.V.BLADE#1 W/CR W/0 H.V.1NNXAN d.ADE American Shutter Systems DLSCyDDY DATE OgW.4 e,: Ul TIL rr TESTING& ENGINEERING COMPANY -a'• STATE OF '�a wsa N.Y/.36:),R.R..:m.onaw,c+.WlX:,rasa,Dn Association, Inc. 1 OdD t+-T?2 +4/13/15 aue: 4/13/15 °:(3s)In1-+530.r:{3os}aT1-101 4268 Westroods Drive z 1 DRUYING No %. F�ORlOA °'" p7tacoOao�° lVes: Palm Beach, FL 33407 3 1 �F•• G���` ®oaoeTs a I 15-085 '��t/SS�tjy....�:`\\\� krLOrM L;c ii 44167 S 1 P.E. CALJ/yyt;NAildh�E/GATE D SHEET 8 OF 20 POURED CONCRETE OR POURED CONCRETE POURED CONCRETE CONCRETE CONCRETE BLOCK WALL OR GONCRLTC IXi CONCRETE _ OR CONCRETE CO� BLOCK WALL REQUIRED BLOCK WALL REOVIRED MOCK WALL RECUIRF3) `=E)nIL4G CLASSEXISTING J�'"EXISTING GLASS qlrtlnl- �EXNSTWG GLASS / I----. _S J ..._—J) z'uw E MHC;GLASS . 11 2'6UFL ICL SOYRARON I - I..r TO CATS(SEEISL SEP6RAAON ` ON Stu IN GtSEPAVTION(STI 1 Lem SWAAOM O EQ TO aAa'S(StE 11 FCR 11AIX(D/h9I SafDLLE EN u 1/1 G'X3•mm, ON 9 EEf 19 IM ' 3a GLASS(SFE 1EEil�E®SMD ON II FOR OAX Wrw (6063 Ts)CONE. HAOES�&QgW 94T.T 1D rrnTnaNODmON BEET 10 FOR ALUH.CLOSERATE HADESD&Qgl PLATE(LOCATE +/2• RACES(DAT lJTHEO7_'-"_'- I OFD) I 14 USE 1.OR 2'MAX.•SA1S. 1 L _ _ (AS APPUCAR4.2•xiJ6•,0'-2- -_-- 9 16.O.C. - ALULANUY CLI'ANGLE I ----- O (60 -T6 ALLOY)AT WOHEKNT 4 03(1) 110.1/2'S.LLS,rope 4 , (2)1/4-0 TAPCONS ANCHORS TO 'WALL AT I'O.C.(LOCATE AT 5 SSE Oh'Y Fall OR �' ER NER SIDE OF 0) t OR 1 OR SEE DErON.E rOR 1 OR ®' TO TRACKS SEE 0 SDE CONNECTION! -t'�-©'�°•6 '®" SIDE cohTNECLiTON 4 °�>©•Q"e , .®� sz ]. "l'�•�- TO TRACKS -6 )-6 0.®- �'�`°©•�©'Q- TO TRACKS �•®-©.®o©.®a ®�-® €�- 60 Q�-®®-0 4 -p® ON 3 END CONNECTION DETAIL 4 END CONNECTION DETAIL G END CONNECTION DETAIL 20 O $REQUIRED CK_Y FOR SPANS GREATER TWN 12'-0' POURED CONCRETE QA �EXISTING CLASS RE-RED BLOCK WALL =NG Q 10LC2AS.(S72 / O 16• C.f`�\\ LIN.SEPASATM y I 0 5----- 1111 F HEDVLE A 0 CONN'E7E \i/2•w4. TO QAS'{3E ------'-- - ---- - O� 0- ON 9EII 19 FOR ANCHCR O n FOt HAAX SHEET - - ®CR®CR(9OR@ CONCRETE tLV;FS Qk 12'O.C. ., 9, 19 FOR ______ __ ANCHOR --.•.-._....-$ -~ 13A'>L"i mk(� -----_ OR} 0 16• 1�2`(YN. 4 1 -�UiNi 2'NTN. IAN. EO -- — SEE ULFTATNONS CE USE FOR $ RQOR / BIACE©DN SHEET T9 1@OR®OR(90RI)DR 1 VIEW (1� �5 OR ®' PLAN (�OR Q�+- AIL c�-ao-o-�®- POURED CONCRETE OR CONCAVE , 1 °'®°'©'TO-®-®•®- �.�®-�•®'©,®- REQUIRED sLDcc WALL TION �.O-O,p-©•©- ®•O•©-©•O-®- 1 HV BLADE OR ab HV WINDOW BLADE INTO 0 0-®�O•®- ®'®'©'®"�'�" CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAI Q 60 Q$-®4 -0 0-"END CONNECTION DETAIL© �®0-® FIMDA BAN, CODE Hon High Velocity Hurricane Zone ,,.�` �(L F•71j��'�.,, 2015 EISIERN WETAL SUPPLY.INC. icEN :�-�- Z17LM r� BERTHA �/T>A o , A, ® Accordion Shutter System American Shutter systems ��v atrDE 1 w/CR w/o ttv.1�w0AI eaoE T TILUT TESTING& ENGINEERING COMPANY 19 o.UL oaAxa LTr. ML STATE OF ass HDA.W,.S�s _V5,txmaA 0.xrte FAL 3, Association, Inc. + CLU T,-tsz 4/13/15 DATE 4/13/16 PoPne:(305)671-1530.FP (•.A5),9T1-1531 4268 Westroads Driva 2 ORhwiNG No e ":t3=.Q x_ West Palm Beach, FL 33407 S `rs/OVAL E��`� wuT�A m°��uT+m.PS r 15-085 P.E. r�AS�F�{t'J (6i)lA+URE/GATE f1OWA u`'f�`f67 5SHEET 4 10 OF 20 SCHEDULE N1 SCHEDULE 142 SCHmULE G3 MAXIMUM SHUTTER SPAN 'L+'OR "L-" MAXIMUM SHUTTER SPAN* "L+' WXIMUM SHUTTER SPAN*'L+' 1NST�I A1a0 NOTES: (ft.). FOR INSTALLATIONS W/ IL OR 'L (ft) FOR OR 'L-' (ft.) INSTALLATIONS CENTERMATES.0 &®or or INSTALLATIONS W/ CONCRETE& W/ONE H.V.LOCK or©or�or ® WD00 (I)L+: M SIGN FREE SPAN FOR A CNEN & W/ ONE FIV LICKS MANSOFZY POSITIVE A.S.D.ASLO.DESIGN PRESSURE RATING;. HD LOCK ®W/ NO LOCKING RODS or ONE FN LOCK or or L—:MAX.At1AWA8lE:SPAN FOR A Gn�a NEGATIVE CINTEWATES®&®W/ONE FTU 'T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A, B, C. D. I. M. H.0. P, 0, A.S.D.DESIGN PRESSURE RATING. LOCK®W/iIYD LOCKING RODS®TOP & (SEE NOTES t,tt)® ODS��FOR UotwDNO MOUNTING F,K&L R. S.&V. (2)PROCEDURE 70 OEITRN6tNE MAXIMUM SPt-N FOR BOTTOM SEE NOTES ti' SMELT 7) FLOOR/CEILING C, H, I, 11.J T, U. W & X WALL MOUNTINGS(TOP/DO170M)'OR FLODR/CEILING: rA�A CONCRETE&WOOD MOUNTING CONCRETE&WOOD IN57rLLUKXNS V uavu� INSTAILAT �y CONCRETE & MMASS" GIVEN A POSITIVE A.S.D.DESIGN PRESSURE RATING, &SAA DmS �L•Sl�¢ WALL,1GIO-S- icy- WSTALIAII%'S arm WALL MOUNT= FLOOR/CDUNG ppq+�yq� DETERMINE WJIIIIUAI SPAN 1a•FROU SCHEDULE (wiJ MOUNTING �J a G,,,,t,1 oa GIVEN A NEGATNE A.S.D.DESIGN PRESSURE RATING. 1+ FLOOR/LEAP.'10U4T%K noc O uo,AN,I,c DETERMINE MAXV"SPAN•-'FROM SCHEDULE 74 (N L-(IU C1IV(-IV l4 {2) t-pD le W I l-(0.1 0 MAXUUM SHUTTER SPAN IA-OR'L-'FOR 30 DR 16'-0• 16-0• 16•-0' Vr-O' 30 16'-0• 16•-00 30 16•-O' 16'-0• INSTALLATIONS INTO WOOD SMALL DE LadRED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35_14'-t_p• 14'-t0• i5'-2' 16'-0• rr 3.,- --ti'_i- td'-tO'_ 35 15'-2' 16'-t0' 105 PSU TT.AS.D.DESIGN PRESRE PAUNG. 1 DEWMINED SPAN BETWEEN'L+*A`M 1- 40 13'-10• 13'-f0' 14'-2• IV-2• 40 13'-t0• I3,-f0' 40 14•-2' 15'-2• (])PROCEDURE TO DETERMINE VA%1MUM SPAN FOR 45 l3'-1` 13•-1• 1J'-d• i4'-3' 45 13'-11 13'-1' 45 13'-4` 14'-3' t HV CORNER CENTUWATE/3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINDS 5012'-5' 12'-S' 12'-W 13•-7' S0 12'-5' 12'-5• 50 12'-3• 13'-1• MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLOOR/CERING MOUNRNCS: 55 11'-10• 11'-10• 122-I 12'-11• 55 11'-10" I7•-f0' 55 11'-1' -71'-71' SLUICE DE ti INDICATED ON MA}DATORY CONDITION f2 FOR A GZAN POSITIVE AS.O.DESIGN PRESSURE 2'-4 60 11'-4• 11'-4• 60 10"_2• 10._11• NONE j5,SHEET 5. RATING, 9'-6' 10'-1' DE(EEWIN=L, 65 70'-10' 10'-10` 65 Ls+-MAX.SPAN FON WALL.MOUNTING DNST&LATXNNS. 70 10'-6' tD-6• 10•-9' 11'-5' 70 10•-6' IO•-6` 70 8'-9' 92. L2+-MAY..SPAN FOR POOR/CSUNG MOUNRY.G 75 t0'-1' 70'-f• 10'-O IV-1' 75 10'-7• s4'-1• 75 - 8'-9' 't't DZEPT THAT MAXDNM SHUTTER SPAN li•OR INSTAUAiWN5. 80 9•-to' W-10• 10'-0• ID-9• 80 V-10• 9'-10' 'L-'AU MkWM ASD.OMNG PMESS.'..M RATING FCR FOR A GVEN NEGATIVE A.S.D.DESIGN PRESSURE 85 9'-6' 7-6' 9'-9• 10'-5• 85 N7'-t0' 9--6- INSILAL AT1CN S DRO CONCRETE OR CONCRETE CLOCK RATING: 90 9'13• 9'-3• 9'-5' IO'-1' 90 V-3•-- SHWL BE LIMITED AS FOLLOWS DETERLRKE: 95 0'-0' 8'-9' 9'-2• 0'-10' 95 8'-0• 1- CONNECTIONS TO KEYSTONE MOUNTING L, MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. 95 e'-9' W-4` S-L 9'-T 7 5 W-4' UMVIED TO +64,-72 P•%•I.AND 8'-0•SPAN. SEE L2--FLA%.SPAN FOR FLOOR/CEILING NOUNING MOUNTING OON SHEET 7. INSTALLATIONS. 105 8'-7• Y-11' 8'-S` 9'-4` 105 7'-lI- ito e'-4'- 7•-7• 8'-7' 9'-2• Tto 7'-7' FINAL W33WUU ALLOWABLE SPAN IS EGUA.TO THE .15 8_--2• -3- 6'-4• SEPARATION TO GLASS SCHEDULEMMMUW BE711EF.N t,+:'l2t;1+-•AND?2-• 120 W-0• G'-i1' e'-2• W-9' 120 V-11' (1)CO TO ANCHOR SCFn.J-�ULE W7TH FlPtAt 1lAXIMUM 6'-B' 0b" 8'-5" 125 6'-e• ... ALLOWAUTr SPAN AND NEGATIVE A.S.D.DESIGN 730 7'-6' 6'-5' 710' 8'-1' 130 7'-e' G•-:r' MINIMUM PRESSURE RATING TO OCERUINE UAXDAUMANCHOR _AAAA.-_--- WIND ZONE SPA TNG 135 r-7 6-r r-9 ra 13s 7a' 6'-z SEPARATION 140 FI Vzii T-6• 140 r-5 5-11 ASTM E-1996 145 7'-3• 5•-9' 7'-5' 7'-3• 145 7'-3• 5'-9' To GLASS 150 V-2' 5'-7• 7'-4' 7'-0' 150 155 V-G• s-� 7=2• 6'-9" 155 7'-0 i THRU 3 1" 1160 6'-11' 5'-2' 7'-1•T V-7' 160 V-11• 165 6'-to'_ 5'-t" T-O' 6'-d" t65 6•-t0' S•-t' 170 6'-9• V-11' V-11' V-2• 170 67-9` 175 V-7' 4'-9• 6'-6' -6•-0• 175 — W--7—ISO 61-6' 4'-Sfi-6' V-10" 180 61-0' 4'-1' H B LA D E 105 6'-5' V-6' V-7• 5•-8• 185 W-51 V-6' 190 V-5' G'-6' S'-6' 190 — IS". _AAAA-.....__.... ..__.._..-__-'�..._.. 195 6'-J' �•-J' 6'-5' 5'-5' 795 6' 200 6-2' a'_2' -6'-4' S'-3' 200 6'-2' 4'-2' J 205 6'-1 4'-+ FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone ®2015 EASTERN METAL SUPPLY,INC. tAAg1AUUILMNpNrN/, BEIRTHA A,S.S.A. Accordion Shutter System RV RADE#T W/OR W/O KV.WNDOW RADE TIWT TESTING & ENGINEERING COMPANY American ShuHar Systems Dc5c"1,5K DATE Cutin,s,;wy. c. it = d33s,v.W.33a,St.s e.3n3,VROW OG DEC rtArtlu 331 AIIE 017Association, Inc.. I OLD 11-192 4/I3/i5 oaf 4/13/15 Ftm,o:(sas)s't1-1534.Psi:(tis?art—:531 4268 Westroods Drive 2 DRAWING No e-mol-as wm Nest Palm Secch, FL 33407 3 D� •,fCORIOP. �C��q` WALTER�A.TILIKti,.Pt 4 15-085 i`g 44 \E/DATE rto;oa U.1 ,67 6 SHEET OF 20 MAXIMUM ANCHOR10 SPACING (in) SCHEDULE FOR A .NEN MAX. SHUTTER SPAN SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES AS-D, QMM)LEAH MMM RANG AND A OORiffSMMWG MMM TYPE FOR OOFkRM OR MHME Q=luctui�muc (SEE NOLAMM C C.A H OR SHEETS 6 6 7) - - - 1.NxNOTS 70 SUBSTRATE SHALL BE AS FOLLOWS: FRIED BLOCK POAM ODIC= (A) TO EXITING POURED CONCRETE(Uin.C.-3 k3l) wXNAW @WALL SILL MOUNTING @CEIUNG MOUNTINGHO FLOOR MOUNTING -1/4.0 TAWDN OR TAPCON WIN AWML=THREAMW TECHNOLOGY ANCHK)M AS MANUFACTURED BY I.T.W.suanoc(w1.re -3 kw) SPANL SPACING I.EGPND -1/4'9 A,3/4'All PCYAM SOLID-SET ANCHORS.AS DSTPoBUTD BY ALL POINTS SCREW.BOLT a SPEC)L7Y CDNPANY_(NAI.fe e 3 ltzi) ((b IISTk PfEOADAi PSESiTi FRIG n3S9Rl RWc cm 1QIDAL Pf:SS1ES PA79fi - 1/4'0 BUT£TAP CONCRETE ANCHORS W/CAP AS LIANUFACTURED BY FLORMA FASIL40M DRECT.RTC.(UT.fc m 2 k.1 30 4060 73 Sn 720 103 203 30 b 75 80 120 760 2D3 f0 FA 73 90 120 160 21H TAPCON OR -1/4.0 TAPPER+ANCHORS AS UAMAFACTURM BY POWERS FASTENERS.INC..AND DISTRIBUTED Err ALL P4124T5 SCREW,BELT&SFWQ.TY AWARCED f1 12 10 6 8 6 14 t2 1 0 0 B 6 14 7 JIDD TAWON RIA CHNCUDGCOMPANY OR ANY OTHER APPRUKO UC04SM OR AURORRED VENDOR REGISTERED WADI WE AMERICAN SHUTTER SYSTEUS ASSOCIATION,INC. TIRFADsORN TECHNGLOGY .3•-0- 14 /2 100a 6 6 14 12 t0 9 8 a 6 5 1{ 11 B a 6 8 !LL�FCIf1i5$OL7D-�OR LESE14 12 10 9 0 0 6 6 U 12 10 9 8 0 6 0 1{ 12 B 5 6 S BTAP W/CAP HO1E5: 71 7T 10 9 0 6 6 7 H t2 ID 9 B B 6 6 14 1; B B 8 6 A1)IENUUM OMML EIT OTD POURED CONCRETE OF TAPOM OR TAPCON WRN AUANCD MHRFADFTRUI TECH,NOLM ANCHORS MAT TAPPER+ 14 12 10 0 0 7 55 31 N 12 10 9 8 0 6 6 14 12 8 8 5 3 TAPPER+ ANCHORS Is 1 3/4•,ANO FOR BLUE TAP W/CAP ANCHORS IS 1 1/2-. 4.�. 1{ 11 10 9 b B 6 0 74 12 10 9 a 6 6 0 14 12 a 8 6 6S U 73 10 D 11 0 0 4 f1 t2 10 9 8 8 6 45 1♦ +2 8 0 ♦ 33 A;)ICL'YUL pJBEDI1ERr OF 1/<'0 z 3I4�Nl F'OOrI"SDLIP-SET MC,iDRs 9I5LL HE 7fB'W'iD RIE POURED CONCRETE NO QDNFM14 12 ,D 9 8 0 0 43 14 12 10 9 8 0 6 SS 14 ,2 B a e 43 INTO STU.CCD SHAl1 BE PERNMED.1/4.0-20 S.S.VALITNE SCREW ROTO SHALL BE 7 1/2'LONG MMULLI SHOULD STUCCO DUST,AND 14 12 10 9 73 5,5 3.5 - 14 12 10 9 1 0 8 6 S N 12 10 9 5 7 5A i 4 •s¢1841A11P6 Or UPC FDII 2'UEN6RRU FOR 79ALL$k71H NO STUCCO. 5•-0- /4 12 +0 D 6 6 8 6 14 12 70 0 0 8 6 53 14 1; 10 9 6 B 6 45 EVJE On St1lZT t9 14 12 10 9 0 7 4 - 14 12 10 9 6 65 5 33 t4 12 f0 8 3Z 5 35 3 A3)IN CASE THAT PRECAST STORE•PRECAST CONCRETE PANIELS.PAVERS OR ANY VENEER BE FOUND ON THE E=40 W.a OR FLOOR 14 12 10 9 B 73 43 - 14 12 10 9 D 6 6 IS 14 12 10 9 8 6 4S 73 ANCHORS SHALL BE LONG ENOLSON ID REACH THE UAR4 STRUCTURE MOD SMD WALL FINSHEEM ANCH7d1AGE St 1 DE AS IN=TD OR fa 12 93 7.2 63 43 - - 14 12 ID 9 a 73 53 4 14 12 10 9 If B u SS Hi OTE$At)a A2)AW-7-MR INSTALLATIONS ON'NKiL SAWIG OR EWS WITH OR N HOM LAVAL MOS CONSULT THIS ENGMEFR.FOR 14 12 10 0 0 8 B - 14 12 /0 0 0 e 6 S f1 f2 10 9 0 65'3 3.5 Ih5GUA1DN TNM En WITH METAL STUDS SEE SHEET 20. 14 12 10 9 7S 33 3 - 14 12 f0 a3 7 65 4 3 14 12 6 65 SS 4 3 - 0 TO EIaSTItx'CONCRETE OIOCIE:(RILL C-DD I4 12 10 8 6 6 - - 14 12 10 0 8 03 3 75 14 12 10 63 0 6 4 - () ) ' 14 P2 8 as 5S 3 - 14 12 10 9 6 03 43 33 14 12 to D 7 5 3s ] - I/4'9 TAPCOH OR TAPCDN IATEH ADVANCED THREA*:DR4 TECHNOLOGY ANCHORS,AS MANUFACTURED BY LT•W.BUT DM 14 12 t0 9 8 6 - - 14 12 to D 6 7 5 4 14 12 10 0 7.5 55 4 3 -1/4'0 x.3/4'ALL PONTs SOUR-SETT ANCHORS.AS DISTRIBUTED BY ALL WITS SCREW DOLT&SPEC.C.TY COMPANY. 7_0. 74 12 10 5 03 4 - 14 12 0 7A 6 43 15 - 14 OS 7 33 43 35 - -1/4'6 BLUE TAP CDHCRM ANCHORS W/CAP AS YAHUFACNRED BY FLORDk FASTEKRS aRECr,W. 11 12 10 65 7 4 -I- N 12 110 9 73 53 4 14 12 9 7 73 43 -1/4'4 ;,ERR ANcHORs As WM1rACRIRBD DY POA-ERs FASTENERS,RMC..AND DwSLIIED(W ALL POSER SCREYR,DOLT a sPECV.L7Y 14 11 1 SS 13 - - t4 12 D 173 33 4 I- 14 12 9 7 8 4.5 ,3 COIOIAVY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VFNOOR REGISTERED WITH THE AUD A'AN SIWTTR SYVIENS ASSOMTON,PNC, 14 12 f0 D 8 6.5 - 14 IT _ 9 8 6 4 - ,4. 12 10 8 63 6 35 - �1M ._...._. '�j' t2 .D 63 SS 4 3 - 2S}i:S 6 3 a 3 14 12 63 7 115 3 - - - &1)MRRMUM E118DDMENT INTO CONCRETE BIDCR OF TAPCOM BLUE TAP W/CAP ANCHORS AND TAPPER+ANC3iDRS IS 1 1/4'AIA TAPOON 14 1'2 &5 5 B - - - 14 12 - 5 6.5 3 - - 14 12 5 0 65 4 - WITH ADVANCED THRFA,DI'M TECHNOLOGY ANCHORS 4S 1.. 13 eA QS 0 SS - _- 14 t2 10 B 65 6 -I- 14 12 B 63 5 4 H.-0. 14 12 10 9 5 - - 14 12 f0 0 73 u _ 14 12 83 7 SS 4 - - M*UIHMUM EMBEDMENT OF 1/4'9[3/4'ALL.POINTS SOLO-SET ANCHORS SFKL PE DMRIELY ENBFDDED OTD THE CON:RETE BLOCL N7 t4 f3 73 0 1 Ti- e'S3 43 13 - - - EMMUENT INTO STUCCO SWI BE PERIMED.1/4'9-20 SS LLACHIC SCREW'USED SHALL BE 1 1/2-LONG WNMUM W-0"SUCC1 14- 12 9 OS 4S - - 1i 12 AS 7 83 4 I- 11 OS 7 55 6 4s MET AND 1'wvWIW FOR WNL;WITH NO m,(CO. Ila a3 53 1 - 14 72 P 7 B 45 - - /4 /1 7 SS f3 33 14 12 10 9 73 - - - 14 12 10 e'63 1 - - 14 1218 5 S 4 - 83)IN CASE TWT PRECAST STONE•PRECAST CONCRETE PARCELS,PAVERS OR NTY VENEER BE FOUND oN THE DaM114 WALL OR FLOOR, t4 t 7 3 33 - - - 13 9s 6.5 S 4 3 - - 10 73 S 4 3 - - - ANCHORS SHSN.1.13E LONG ENOUGH TO REACH THE MANN STRUCTURE 00MID SAID 17ALL Fit. KM ANCIORAGE SHALL BE AS INvcA-.ED ON 14 it 73 55 - - 14 1154 B 6 3 1 2.5 931 C. 5 4 4 - - NCTS&t)a H.2) FOR IMSTAL Al1D!S CH VINYL SOM OR EIFS WITH OR WITHOUT Wt TAL STUDS CDNAR.T THIS ENCAEER, IS e S - 14 12 8 6,5 SS 4 - 13 t0 6A 5 A 3 FCR 9TSRALLATION I.•7TD ETES WITH META,STIRS SEE-14,M M. l4 t1 10 - - - - - 11 12 9 T 6 {3 - - N 1" 7 55 43 33 - T3 93 3 - t2 9 8 43 4 ]- 9 7 4.5 u 3 (C) NREFCP.S SHML BE NST&=FoLIowimG ALL of TID REMULI NOATICNS AND SPECEFICAMS OF THE ANGORS UA4ttFA-WREFL 14 10 7 - - - - - 14 103 7 SS 431- - - 13!u 53 43 >S - - - (0) SCE SCHEDULE BELOW FOR EDGE DISTANCE(f.O.)VERSUS SPACING RElAT101LSHM FOR ANCHOR& OS 7 43 - - 14 13 I3 6 S 12 9 6 43 { 12-0•N II 8 63 5.5 - - - IJ 10 63JiS4 - - - E DUST NCE RS11s SPACING SCHEDU E FDR ANCHORS• IS 6.611 5 5S 4 33 - - - 8 8 4 - - - ANAINUM AVCiOR$PACiv6. ATE vwD H7S1 EDGE VIsTANCS IMJi".UTD 8E1DW.FOR E D.1+52 T1LEx 71C NOI;ATFD,REDUCE AN01OR SP.ICN7-S 95 6 - - - - 13 95 8S S 4 - - - OS 6 6 - - ISM NULIIPLYM SPAC=SHOWN ON S09DULE Bf THE FOLLOWNG FACTOITS63 - - 14 W 7 SA 45 - - 11 43 55 - REDUCE)S'ACOYG DO MED USING FACTOR M-ML NOT BE L65 7HAV 0VO9UN 5 ACWO DOP.ATEO FCR EAOI ANCHOR TFC14tz - _ _ _ _ _ 14 n3 73 a 5 - - ^ 12 9 6 03 8 - - - - - - 10 73 5 4 3 - - - 7.S 55 1 - - ACTUAL ;366 _ _ _ _ _ - TAPCON WITH ADVANCED TAPPER+ Tz 9 6 45 4 - - - 05 7 5 - - - EDGE TAPCON 1HWE4DFDRN TEt]OJOLOGY AL POINT SOLID SET BLUE TAP W/CAP S 1 (1)HV 9LADE OR acrANaE 14•-O' i4 T2 - _ - - - - t4 ,0.5 7 S3 - - - - 11 SS 55 u.- __ Eo. WN.SPACING-3' U91 SPACING-3- MN.SPACM.3 I/2- WL SPACING o 3' 3 3/4- 4- 10 73 - - - - - --9 7 45]5. - =T= - 7 5 ]5>J - - - 1)HV B D' W �d1RED CONC07E a lgpa T Eyp� F•OUtiED WNCRE7E a POUSO WNT.RLEE a F9AED D773L13E CQQF..RE 8BX f3 a - - - - - - It a SS 45 - - - B d5 4S - - - - - ' W 1 BEll.LOCK UK M.3 1/T•W ED.2 t/t ` 3ORETE g' dim M-r L&L Cn.3 1/Y R ES.2 I/f M. 12 D 6 - - - - - 93 7 43 - - - - +4 - - - - - - u 10 65 - - - - - a - - - - - BLADE WORKING 3' 1.0 O9D I,o 0.64 1.0 13--0 0 - - - - - - 83 6.5 4 - - - - - 63 6 3 - - .W IN UNISON r 2 1/2- - O1.D O.B - - ._....._ - 7 Lo 10 - - - - - d7 a 3 - 65 6 4 2- 0.71 - _.....-- 0.61 - -' - - __ 1 3/d' .3 091 - •- - 0.43 21ttu s _ _ _ _ _ 10 73 3 _ _ _ _ 8II 6 4 - 6 45 3 - 1 7/2- 033 Cyr 95 - FLORIDA BJIMING CODE(Hon High Velocity Hurricane Zone TIC(/j"i,� 0 TOTS EASTER;METAL SUPPLY, INC, /� BERTHA HYTm A :�•��_- E-•-'' ._ Accordion Shutter System F-a = 1 L E C® � c . FEV.QdDE ff1 W/OR W/0 FEY_WTDDWl B A9E = American Shutter Systems Ev.N OESCRI'MMO OAT I GR N11 st fu Tr z` TILUT TESTING &ENGINEERING COMPANY - •. SS a OF w r Ess 6.w.SGit^.SIT.SDy.A9s,^,9f G,rtnes,n'.FCCA Ss, Association, Inc. 1 _-oLD Te-792 4/Ia w DAT: 4,AI3 7s '� - Pna,a:(Sti6 n-7530.Fox:(30&)677-1531 4258 Westroods Drive 1 ' 10RAWING No Wes' Palm Beach, FL 33407 3 SSION J0,I�AAAA`` WALTER A MUT 4,P.E. 15-085 1 P.E. 9LIT-')WR,'NATURE/DATE ARCA Uc.f NtE7 5 SHEE( 6 13 OF 20 v � 0 Lo N ' _J�C�� '� rl R C No T o t O c� pp z C3 C +fig cm =d z po o=Q rn W (may E o x1 N �U� dL6W O 4x m d S tj'.�-,try digp g � a�,�^ Q to cad U)p 4 '+• "I O ■Vi d.7w �A 0 UA 1 m K m <{ { ear N a u g,4a S!1 �nN»mrlN»!»nNrrlNnl IHH�I INI I INI I IYI i I�.11 I�I 1I�11I Inl I Ijn i�i l l I 1 � ��^� Gio 'R 8b nN;N»Nr NnN"�Nr�nn;'al.innl INnjl l»I I Ijnl I IYI i IYjI I Ilrl I lei i I�11 = �Q�Ya}'3 a HNIn»NN»NNYNa NrNNH yNr Yn H�rir l»,Njll IH�n 1 1 nn l I N I I t N i l ljnjl I I Y I I V Z�r u��.�' anN»HtNNN»»Hn»Hm»N»»»Yn oar Nj»IN YN '».1"InNrrnNnr l n l 1 IiN�I l l N 1 1 U �, z7S < y IC nnHnnlnnnHnHHm»a»a»NNN�n»nnNfHj»�nn`�.jnlH»�NYN,�ne�nHr en»��.IN�1 J 'r IT 8 C s � � �nN H1H» nN NnN nN»»Nn»3N nnna»q»»NNn»njnHn�N»H'�IH NN.NNn,"11H�m`�N.� � iA sem. ¢ $»n n�nH NNNq»qn»»»NN»NjNn Hn nNN=HIH H»N.1»»Hn»'N»nnNb ��•• _ NNn Nnn�N'NnnN NN y`o O RNNNtHnb»Nq NNNNNNnm+n»IN NjNNNnNn'n nHNm»�N nj»N'nnN nN»NNNn AHN NHNNN J�iL j/ �'�n"�nrnn'�nn�r l n l l Iln I I I +l I I nil I I I A i;l jl jl I I I 1 I 11 I 1 1'Ij I 1 I 1 1 1 Ijl t 1-• 3 4 �nnAn°a�nla r.A N ^n r'�Innl inl l iq'l l 1�111�21 l lnl i l l l l l l 1111 1 1 1 11j1 1 ��`�\+` ,...T S �nM1nnn nfnn�n nn Yn am.nm»nnrYlh�l inl l llni I IOI 11Y111 Irljl til l injl l ti``~J "• ?�n�.� F M1;Alhin M1nnnnnlnA nYM1urr,»�,�n YNnnvY1"'a1lnnl inIlinl 11011 ��• ~ ••v''J K'n njn nin n'�n n'�rr�Nrm�YM1+�m.r»'�`�r YN'�n rY nnf'�ir Inn l lnjl 1 �� �W p; $ s gn nAn nr nnnn nnjnnnnn n�n A�nhn nerYh�m Yn N�.nT n�t.�N�jnj.� y. .���KKK� o.¢� ©g $nrrrnnr;n nnhn M1A;nnnAn nnnnn nn M1nn nr nnnarnmm�n?A,H,n,nn�r�n ��Jy. \ 'r��L RnnjnM1nnrjrrnhrAr!nrnlrnAnnnM1M1nrrrnrnnrhnnM1nnrnnnAnrjnnnnnAn;nn ���i�/ ;,.•'•C��4��`'^ny x ytqU 73 Nj^YON,�ar rrltn,'�jlllnil l illll 111 tlll'I llilIII1111111 Ijl IIItl111 ' [�""```` 4J +nnontlaa� c 6�) tl4 r�q�� YnIN..'�ri tn`�11 lul l 1111 l 111111 I I I i l l l�ljl i 11 i t 1.11 n n 1 YI�I1(1 r3 , 1 1 I l l n l I l n l I I III II 1 1 1 1 1 tjl I �Q$ 1� $H"Hn"I.rvgo PommtimjN�a a^.i of N:� nrd,r11N�V�M�IN •H��lll Arl lnl�l; In,�, Ii1N 1'11 n11 i- vHvpwmjmq gi3mnn',.nYiOpm•»nO'Y»Nvi}l,Y,ie YI'n rflY�n h...l I'ael I�YII Y»Mor; ..rYnR O $"N1" ! ---15: _al« $�Cn wHo�l�m�a m.n.gj�'.�n�mN an'grmo n^ �momnm gjmm r1;1 I I I l l l l l l l l 1�1 j1 I I I I Iji X111 I I I I I I i l l l l ......mjn m m m m m m m m m mg m m q1m m m l1 1 1 1 1 1 1 1 1 3I' 666���N 7 I 1 1 1 1 1 lit i I I(1 1 1 1 1 11 1 I 1 y �qm 4O mgmgo 000.00 Oql.000000 1 [ oq{011111111111 11 [ 1111 N IypGJJ 8'm 0000 me mmm ommmmom mmm gq.mmmmnglml 111 III 111 I I i ��.w PPIP PP PP PPPw mPwPw ! - wo w PPlP liittllll j ,$P�o Pm A N 0000 POP�oOm o ' e o { r _ 'P'I ___ O D O D U-19 C, i I 1 t41 0 1 .�- ..ILL 'S Y IN tP 1� W A N %1 V b b