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HomeMy WebLinkAboutProduct Approval 5/21/13 Florida Building Code Online I onda Npartmentci` SCIS Home Log In User Registration Hot Topics j Submit Surcharge Stats&Facts ! Publications FBC Staff SCIS Site Map Links Search Busines[� - Professi I cu C��product AERpproval US :Public User Regulation Product API]MVal Menu>Product or Aonlicatlon Search>Aoolicatlon List>Application Detail FL# FL389 RS Application Type Code Version 2010 Application Status Approved Comments Archived fs 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 r 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 12/31/2013 Validated By John Henry Kampmann Jr. R' Validation Checklist- Hardcopy Received Certificate of Independence FL389 R5 COI ASSA certification of independence drwo 11-192 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 Florida Licensed Professional Engineer or Architect FL389 R5 Eauiv EQUIVALENT LETTER ORIGINAL odf Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/21/2011 www.floridabuilding.org/pr/pr_app 00.aspx?param=wGEVXQwtDgvYYHH2vJvA53MwsXdCOtOX3bENFONIQQc%3d 1/2 5/21/13 Florida Building Code Online UdLe Vd11Ud LCU 1Zj L11ZU11 Date Pending FBC Approval 01/31/2012 Date Approved 04/03/2012 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 11-190 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II drwa 11-190 ASSA.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 13'-0"for 40 p.s.f. FL389 R5 AE product evaluation drwa 11-190.pdf ASD negative load the HV3 blade w/o window blade,5'-6"for 110 Created by Independent Third Party: Yes p.s.f ASD load for HV3 blade w/o window blade and 9'-6"for 62 p.s.f for HV3 blade w/window blade working in unison and 84"for 72 p.s.f.ASD load for HV3 blade w/o window blade installed into metal studs.See sheet number 5 of installation drawings for other spans and pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking blades retained by tracks(top and Only- (Non-HVHZ)- Drwg 11-192 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 R5 II ASSA drwa 11-192.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 16'-0"for 30 p.s.f FL389 R5 AE ASSA Prod uctevaluationreportdrwal1192 odf negative ASD load depending on centermates and locking rod Created by Independent Third Party:Yes configuration for the HVl blade,W-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 W-0"for 110 p.s.f.for HVl 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(top and (Non-HVHZ)- Drwg 11-194 bottom)for storm protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL389 RS II ASSA DRWG 11-194 pdf 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 FL389 R5 AE ASSA Product evaluation report drwo 11-194 Ddf Blade 1 and 18'-0"for Blade 2.See schedules on sheet 12,25 and Created by Independent Third Party:Yes 28 respectively Back Nexi Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovrioht 2007-2010 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 mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine If you are a licensee under Chapter 455,F.S.,please dick here. Product Approval Accepts: r]Fazi-Eq c=hEc1 ,.yea a4CUr11V At{:?liif.:a wm.floridabuilding.org/pr/pr app o.aspC?paranr—wGEVXQwtDgvYYHH2Wvx53MwsXdCOtOX3bENFON1QQc%3d 212 GENERAL NOM: 1,BERTHA N.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUCT EVALUATION'DOCUMENT(P,E.0:7 HAS BEEN VERIFIES FOR COMPLIANCE IN ACCORDANCE WITH THE 2010 EDg64:OF THE FLORIDA (BUILDING.CODE THIS ACCORDION SHUTTER SYSTEM SHALL NOT BE INSTALLED AT KOH VELOCITY-HURRICANE ZONES. IN C 1.� T,'T� �- DESIGN WIND LOADS SHALL BE CSTERM34ED AS PF.I SECHON.3620 OF THE ASOK MENTIONED.CODE.FOR A.BASIC WIND-SPEED RECUIR ED'BY THE JURISDICTION WHERE SHUTTER.YFALL TABLE'. OF CONTENTS BE LNSALLED WITH A DIRECTIONAUTY FACTOR Kd-0,85,USINO ASCE 7-10 FOR 6NSTAL1AitCHS UNDER 2010_.F'$C AND.SHALL NOT EXCEED THE GAYNUM"Al.) DESIGN PRESSURE RATINGS INDICATED 04 SKMS:11, 12,13.14. 15,19&20, ' IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS CETEP.,VINED PER ASCE 7-10 SHALL.9£FIRST-RMUZED TO A.S.D.DESIGN WIND LOADS AREA 1: FN BLADES�& GA> BY MULTIPLY,NC THIN BY O.6 IN ORDERO COMPARE THESE W/MAY..(AS.0)DES'Kai PRESSURE BATMS PN=ATED'ON SH?TS 11.12.13. R4, 15.19&20. GENERAL.NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHOR'S'ON THIS RED.,AS TESTED,WERE NOT OVER STRESSED,A 33:INCREASE IN ALLOWABLE STRESS FOR'AIND LOADSWAS HU USED IN THEIR SYSTEM COMPONENTS 1-20 SHEE:i 2 ANALYSIS,HOVEVcR.A W,NO DURATION FACTOR-Ctw.FA WAS USED FOR VERlICAK7Y OF FAS:FNERS IN WOOD. SYSTELl COMPONENTS 21-37 SHEET 3 BERTHA ICY,ACCORDION SHUITER SYST'EM'S ADMUALY FOR WIND AND LARGE MISSILE IMPACT LOAD MAS BERN VERIFIED IN ACCORDANCE VAIN SECITON 1609.1.2 OF THE A80VE MENTIONED.CODE AS PER ATL REPORTS; TYPICAL SHUTTER ASSEMBLY 3E-44 .SHEET 4 TYPICAL WINDOW BLADE S waNDOW DETAIL -HV BLADE 0(0214,01-03,110715,01-03.#1,1204.01-05.#1214.01-05,§0317:02-•0T,#O6CS,01-10 AND 10210,01-11 AS•PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E-1885 AREA 2: HV BR_e!TE(1AND HV VANDOW BLADE AND E-1996 STANDARDS(M'.SSILE LEV-.0,WIND ZONES 1,2&3)&11220,01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE VISSILE. (WHERE APPUCABLEI -HV WINDOW':BLADE 0.#C-CS,01-06 AS PER ASTM E-1886;ANO E-1998"`(MI551.E LEVEL D,VIAND ZONES I,2,3)BASIC FIROTEEMON ONLY AND If 0725.01-eB AS PER TAS 202 PROTOCOL TYPICAL SHUTTER:ELEVATION.&NOr5 ON LOCKS SHEET 5 INSTALLATION OF-TAILS A-F.CONCREEE/BLOCK SHEET 6 2L,HV BLADE Q).AND HAV'AINDOW BLADE Q ARE:EN"MRED TO V40RK IN UNISON WITH EACH OTHER UNDER-THE GENERAL LIUR7 ONS AND CONDITIONS OF USE IND.`ATED ON SHEET 19 INSTALLATION DETAILS G-M,CONCRETE/BLOCK' SHEET 7 3,SZRTHA H.V.ACCORDION PINS(INSCREWS),USED AT.BLADES KNUCKLE AND FOR.ORE T MOUNT CONNECTION TO TRACKS SKILL BE#1412.75'AND#101.75'RESPECnVMY,410-HT MINIMUM SERE9 CITETE TIBIALS HV SHEET B STAINLESS STEEL SCREWS WITH 135.0 111L YIELD STRENGTH AND 180 knl TENSILE STRENGTH.PINS SHALL BE-COATED WITH BERTHA hV DACRMaD COATING SYSTEM AS MANUFACTURED BY APPROVED, CENTERMATE ALTERNATING DETAILS 1W SHEET-9 CCATUNG APPLICATORS.REGISTERED WITH AUEWCAN SHUTTER SYSTEMS ASSOCIATION.FINS'MUST-BEAR THE HV.MARKLNG ON THEIR HEAD. C ALL ALIJMrAUM EXTRUSIONS.SHALL BE A:.UNINUM ASSGCWTION;..ALLOY-ANO TEMPER AS Iv MATED ON'SHEET$2 AND 3,MIN-ILIUM YIELD STRENGTH FOR:6063-T6 ALLOY IS W.0 W AND 3517 Iml FOR END CONNECTION D£TP.'L5 1-6,CONCRETE/BLOCK SHEET 10 6075-75 A'LOY, MAXIMUM SPAN TABLES SHEET 11 5.ALL SCREWS TO BE STAINLESS.S1".£L 364 OR 316 fiS SERIES OR CORROSION RESISTANT COATED CARBON SIAL AS PER CA 50018 WITH SO kst hf=N.Y,--D STRENGTH AND BO knI kP.N.TECiSWE STRENGTH. ANCHOR SCHEDULE-CONCRETE&BLOCr- SHEET 12ANCHOR SCHEDULE-CONCRETE_&MOCK SHEET 13 AND SUA L COMPLY W/FLORIDA BUILDING COOP SECi'IION 2411.3.14. ANCHOR SCHEDULE-CONCRETE L&BLOCK SHEET 14 6.9OLTS-TO BE ASTM A-307 GALVANIZES STMOR,NSI 304 OR 316--RIES STXNLESS STE,- HATH 39 kn4 MINIMUM Y20 STRENGTH: ANCHOR$CHrr)ULE-WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPEgnCARONS1 HV S00E 0- : 12,1,3.14,15 AND'20 INSTALLATION DETAILS M-R,VMS SHEET 16 HV OLACE D&@.,WORKING W UNISON:-1?. 13& IS.. INSTALLATION DTNLS S-X,WOOD SHEET 17 END CONNECTION-TIBIALS 7-12&X.WOOD SHEET 18 B.THIS BERTHA H,V.ACCORDION SHUTTER SYSTEM EWS A U.S.PATENT 16779,582,COMPONENTS o TICS APPROfA,ARE GRED,IN RH¢S OR IN PART BY U.S.-PATENT#:'45$:170 1SSUEO TO EASTERN METAL SUPPLY,INC. A$EA 3HV 111fNDdY1-BLADE Q ONLY- ' S.TI SHAJl BE-THE RESPONSIBILITY Of THE CONTRACTOR TO Y£dfY THE:SOUNDNESS OF THE STRUCTURE'ATiEhE SHUTTER 15 TO BE-ATilEHEO TO INSURE PROPER ANCHORAGE.CONiRPo^TDR TD SE0L/CNWLFT ASL..SHUTTER COMPONENT ESGE.S VA41CH REMAIN,THRU FASTENING IN CONONLOUS CONTACT WITH THE RUMOIJO TO PREVENT WL<D/RAIN INTRUSION. TYPICAL.SHULTER ELEVATION. SHEET 19 IG.EACH UNIT MUST BEAR PERMANENT LABEL IN A VNSIBLE PLACE WITH WARNING NOTE:DLTRM1.^PERIODS OF HURRICANE WARNINGS HOME OWNER, TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL NV AND NO CENTEPMA ES AND-ENGAGE OR LAK ALL H/AND NO LOCKS, AREA 4: HV WINDOW BLADE in ONLY 11.SHUTTER MAVJFACTIRER'S LAM WALL BE LOCATED ON A nrM.LY VISIBLE LOCATION AT ACLOFJION SHIRTER IN ACCORDANCE W111-1 SECTION 1715.8.3 OF FLORIDA BUILDING CODE.ONE LABEL SHALL BE INSTALLATION DETAILS. METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPEtNItO,LABEUNG TO COUPLY WITH SECTION 17154.2 OF THE FLORIDA BUILDING COGS, 12.BERTHA H.V.A.000RDiON SHUTTER SYSTEM'S INSTALLARos SHALL COWRY LITH SPECS INDICATED IN:HIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PRamw BY THE JURISD=OS WHERE PERMIT IS APPLIED TO, 13.(a)TMS R_0.PREPARED BY THIS ENGINEER IS GENERIC AND DOR NOT Pi WZE IHFORMAiION FOR A SITE SPECIFIC PROJECT.La.'WHERE THE SITE CONOTIONS CEVATE FROM THE P.C.D. (D)CONTRACTOR TO BE RESPONSIBLE FOR THE-SEIECNON,PURCHASE AND INSTALLATION INCLUDING 4 SAFETY'OF THIS PROCUCT.BASED ON THIS P,ED..PROVIDED HE/SHE ODES 140T OEV,ATE FROM THE CONLNTICNS CETTNLEO ON THIS COCUVENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. {e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (IJSITE SFcgTNC PROJECTS-SH"L' BE PREPARED BY A FLORIDA REGISTERED ENGINMR OR A.RCHJTECT WHICH WILL BECOME THE ENGINEER Of RECORD E.O,R.)FOR THE PROJECT AND WHO WILL BE R S:JNSIBL€FOR THE PROPER USE OF THE PZDA ENGINEER OF RECORD,ACRHG AS A DELEGATED E#CL14CER TO THE PMO..FTtGJNEER SHALL SUBMIT TO THIS LAIIIM h+E SITE SPECIFIC DRAWINCS FOR REVIEW, (a)THIS PS.C.SHALL STAR THE DATE ANO ORIGINAL BEAL AND SONATURE Of ME PROFtS5ICNAL ENNNSERi OF RECORD THAT PREPARED IT. FLORIDA BUILDING CGDE(Non High Velocity Hurricane zone W1 'AIF A•r/ b 2011 EASTERN METAL SUPPLY,INC, Vk 5W,5 py�ti........<<ir BERTHA HVT a p=xc� C� A Accordion Shutter System. M M E E ■ . . a H.V. IXA M#1 W/OR VV/0 HAY,WWW BLADE 1'67 American Shutter Systems REV,N DES' IPNON .DATE ORA:41J ELY: ay, TtlLff FELTING & ENGINEERING COMPANY o i ' Association, Inc. 1 OLD ::-063 1/29 11 ar: 11t29/4T FAL:N:11'.3LtR.SL:3HL,]a:.NACfeA TJZiD�'S.flafiCl MI" ST LIF PhSnn:(305)$71-H 3D.Fn4 I(311)871-IMI 4268 Westroads Drive 2 DRAWING No pA Uta cnd.- West Palm Beach, FL 33407 3 192 Firs./0•.....'..��\e�1dW 11 MIER a run Jr.Rc tip.E,'SFl�� I��Tagg/DATE �a L< /44167 5 SHEET OF 2n S.rat, ao�x� VARIES 18, t.9+- c �4.71• Ox��" a HV SOLID BLADE `375u'£ t�HY 90•j180• STARTER COVERED UNDER US PATENT j 545817-0 UA:3FI-r.D FOR USE SV HV BLFP 7.1 C" OUAUFlED FOR USE Wf ��7p� / (1 4)HY D_IREECT MOUNT HV BLACEQ `L HY WINDOW BLADE* 6005-T5 ALLOY AND TEVPER L"'QUALIFIED"FOR U E V!f HV 6063-i6 ALLOY AND TEMPER EE UM.RATIOMZ - DE ON SH a 19 DLADE.1 ® 6C63-TB ALLOY A TEMPER 2Z- 6063 -T6 ALLOY AN T .. LSCO' 065' -F r+°� 7i}' (IYP f (3F'oy10� 7.S5G `n f .J `� 670• ._._.I�i ( .. ! - Pre R�r a • . . i a.69 I .� P_a22 n a 7a 07 HVD1ti J`ADAPTER W/LIP 4.ue° 125 920 QUALIFIED FOP. USE W/.HV CHV WALK-0-VER,TRACK If�17 6 HV Ab . FL00p TRACK Ewe p OUA-IFIED FOR USE W/ HV `9 HV TRENCH TRACK 1455• 7. --11 6063-1 ALLOY A14D TEMPE iiLAOE�1' OUA1-iFIED FOP USE W/ HV QUALIFIED MEUSS�E W/HV '+ 6063-16 ALLOY SRO.TEMPER EL DE�}1 ONLY.. �;HV RAINGUARDS-J _ 6083-T6 ALLOY AND TEMPER VARIES '! 606.3-76.AUOY AND TEuPE3_ -OUAUFIED FOR Uy4E W/HV V.1. 1 Sts' VARIES -1.936' 6065-T6 ALLOY Al TEMPER 19t7• '' i{{i e o�'93.3; I .097' 1n n•'; • - i! ,� 'fll�. t 670 i 7686• ` $ a.,;° �fi�I 3:579'• I . 11 HV-CEILING HEADER Q HV HEADE/R/SILL j� ("131 HD CEILING HEADER/SILL 0 UFIED FOR USE W/HV BLADE(1 ONLY, Q����3g;6 nt OY Ab BTCMPEA`•'CNLY —QUAUFiED FOR U=-E W/HV B ADE(j) 4 bD WALL HEADERjSILL SEE SECTIONS FOR VAUDITY'" SEE SECTIONS FOR VALIDITY. OUAUF'ED FO USE W HV 8063-T6 ALLOY AND TEM?ER 6C63-T6 ALLOY AND TEMPER BLADE tI ONLY. 6055-T6 ALLOY AND TEMPER slxf- w1 2' Y �0.t25` COMPONENT A D T+ 72 LI x Ysm ,Y - 2• 5'MAXA%. 1/8" Ile' � N . 0.192' 0.192• L r SIDE ANGLE61 CORNER POSTS QUALIFIED FOR USE W/HV ALUMINUM ANGLES r z25• 7•MO. 0.190 (7.190• �� FOR USE Wf HV BLADE: QUAL.IFEED-FOR:�USE Wf HW --- --- BLADE 1� 606TH ib ALLOY AND TEMPER BLADE I3/ONLY. MAX. 0.139• .,]i' 6.63-T6 ALLOY AND TEMPER 6063-i6.ALLOY AND-!-MFER j FLORIDA BU:LN COOE(Hon H;oh Velocity Hurrcane Zone /r�!//!Ni���� 02011 EASTERN METAL RIPPLY,INC. ,1j1''iGR A.T/t99 THA-HVIM .......... L E Co�f� A Q Accordion Shutter System . I N C. ■ ■ ■ KV.BADE'#1 W/OR W/0 H.V.VANDMV BLADE �lO::A4}67 American Shutter Systems TILUT TESTING k ENGINEERING COMPANY t acs a Lori ane I DRAWN en AG ss S,S..na,vSsttca c:eccres.F.n x.+ea. ASSQCIaflort, Inc. , OLD t T-R63 1t129fIi Lt?i€: 1 t/29 j1.1 •4_,,, c n-fL nr Pt—:(3051871-1530.Far;(305)871-15s; 4288 Westrocds Drive 7 C_RAWING No 0--a:a ao'scia"'� West Palm 8eocfl, FL 33407 s 11-192 ,�DAAL1iita7 5 F/DATE 9 SHEET OF 20 4 4.579' -45' • 0" 22 2 "AS a• LL AO ( raE CAT THRDIN.0 kmsNz EN9AL' eWID PANE9 RESS U_ S ay1' � „ a IYFa o I r'rnsc�oEo ,�s.��7 Daus ...I�' � � ae MKEDFAvnEO Cf2l c ( wss. - ?" a &Ke cn m% ash's r MAT i ! .1 6 Rets(.SIFd6 fCItt2CNE i§AtE9) 21 HV CENTERMATE r �� ,,T`` FU�a) UALIRED OR USE W/HV eLADE l &Ig ON HV FLOATING CENTERMATE ° 25 `� P" }IV LOCK ® HV EGRESS LOCK 6063-Tfi ALLOY AND TEMPER QU F ED FOR USE W/ HV BLADF(l)&'t! ONLY °�.?�' 1 s' ?.�f QUALIFIED FOR USE W/HV OUAUFIEQ OR USE 1V/ HV 6063-T6 ALLOY AND TEMPEP. BLADE( k. ONLY. 1 Lc ONLY. (-3^ V C HSR CENTERMATE p�ALIFlED€OR USE W/HV BLADE( ..ONLY 500.0. 2.614- 60°`3-T6 ALLOY AND TEM-CRP.Is11C. S16` 4.046' Q.rIp6y Tp .� o J 1x360-AFTER RP LN 1/4"P--205x 3/4" WORE RVETiNc �S. f(�UMBSCREW i av+) 9444 ALJW;LMl(202a-TJ�t LODE FIN:C+ N=1 1 t sNVT.NU7S;'�'Ri.PPAT'I 0620.AS NMNUFAt'.'J;MD V ACE Pi/N t7201iT LSEVAT N k MALE—"T" w O r, .4566___._., i.Br 22,'-J CMARY-iEXta?N.PAAS;PPENPNfli ''iSEY C7GSs¢tt E A.. 2 COCKER FOR "T" LOOK CENTERMeTl- QUALIFIED FOR USE W/ HV BLADE 1 ONLY }IV FEMALE "T" LOCK CENTE HATE � HV "T" LO � JiV ALTERNATIVE LOCK 6063-T6 ALLDY AND TEAiPFR QUALIFIED FOR USE QUAIJFIED FOR USE W/ NV QUALIFIED FOR USE W/ HV ELADE 1QONLY OVAUFlED FOR USE W/ HV BLADE(ONLY W/HV•6LADE(1 ONLY, eLADE(I ONLY. 6063-T6 ALLOY AND TEMPER '6063--T6 ALLOY AND JEMPEfr I P17 7' S� 'D JJ Et r------ .G63' � •i { i� �. Imo{ i i !l. ( TtAt09TU :214• ...0 3 I:dE?'! ! K0.-'rYWYR,R SW _._ 1 0.675'W., o �' L-! N n a 1 .125'Max, 2 CE 0 4os � °o OVAIJS - USE W/ HV BLA a & (A) OUf ' FOR USE W/HV B .1 &OA l HD CERTEEMME o1-T6 ALLOY AND TEMPER fi063-T6 ALLOY AND TEMPER !' { m• VA.s 12 WIN. QUALIFIED FOR USE W/HV ELADE j& I I/,'x20 ss OR 3/a'a-1s �l I;30" 6063-TS ALLOY'nND TEUPEE A-=A', (STFE1up• y1 a I I pt .•SXUv3FURN 1 EF t):7A3$ 0 a t.SJ Mtn OR KryR. @ LOCKING RML t+_�' a L^t/a•a QUALIFIED FOR USE W/ HV BLADE.(,1 _ 375-a DLO CK 6063-T6 ALLOY AND TEMPER 3� HV 3/60-18 ACETAL j7 HV 1./4" 0-20 AISI 304 Ut RL'D£NT tiAROY)ARE MoRTiSC LocKS SERIE6 2333-"COX SaLT Lock. AL"1STALLAIIGN WILL REQUIRE A 7/16-HTHUMBSCREWS SERIES S.S. THUMBSCREWS QUALIFIED FOR USE W/HV BLADE 4 ILLED AT TRACHS FOR PROPER.EMDEO)-Ni OUALFlED FOR USE W/'HV RIADE01 QUALIFIED FOR USE W/HV SLADEe0 FLORIDA BUILDING CODE(Ran Hfgh Velocity. Hurricane Zone lilllltl l'n A.T/�'� 02011 EASTERN METAL SUPPLY,INC. �/l _ RR`H Tal = y� ,S Accordion Shutter System ` ME C o 1 N C. ■ ■ t ■ Ku BLADE#1 Vd/CR W/0 KV.VNNDQJV BLADE l NO(44167 tems s 71LL1T TESTING& ENGINEERING COMPANY American Shuttor S Y M.N., DER r.2rpOK aasE aRAnH Or: A0. 't3•T STATE I1F *�i t:a!ti.o..3'1A SL,sta..10.+YJCNi{4440Ev;F1J�t,.{" 33156 Associaticn. Inc. 1 OLD 1 i.-063 it/29/1 GATE= J 1/?.9/71 r �"-'. Pncu ('..816'77-1,.30..Fay;(305)871-1531 4268 Westreatl9 Drive 2 DP.X 4it:G Na �'F�QRIDA.:ty4w,Itlt 4 r®eao�0caa :c m 'Wast PcIm 2eaeh, FL 33407 4 11-192 9,L ss�•••....•,.• `I,1 ''ALTER A.0067 9 P.E P.E�" P �jyjld &ATE FLORIDA�0 44167 c SH"3 OF 26 . , HN SHORT RECESSED NYLON BUSHING (rfp) )402 p3,Q® -6O noraa � t � e c c �''�'�( L " 5 r v �1� • CID bONE NV.tOCK A or R5 SHALL HE USED AT 1/2 OF�SHUTTER SPAIN FO N �S OR 12'ABOVE OR BELOW 2 OF SHUTTER SPA1J FOR.SPANS UP TO 105 AND FOR INSi' 710NS ANY ELEVATION.HV LOCK or t MAY BE.USED AS AN HNSIOF OR OUTSIDE LOCK,ATTACHED i0 0R { 1 I { n CENFERN,ATS W/(2) 1/4"0-20 x 1/2'LONG FLAT HEAD S.S.U.S.LOCATION OF LOCK SHALL BE AS INDICATED,ON .CAL SHUTTER ELEVATION, �a�;J« 3 2, ae r R PFRFGRMAN A' - c UP TO TWO MJ �P LOCKS QS OR MAY BE USED AS AN INS] _ OU I LOCK.CONNECTION OF LOCKS TO CENTERVATES - 1 O SHALL HE AS INDICATED ON NOTE I A0 VE L 0..AlY0N OF ON'il'r'{CAL�+iU •' t�.. DD"Vt �7 " I d2_IS USED %M H.Y.LOCKS)_LOCKING RODS ARE NOT REOUI�O AT URRICANE POSITVON,HUT tWY 22 S. as �t303�1 i4� '°'R EIE USED IF DESIRED TO EaNYA:7CE SHUTTER pERFO,M,WOE. LOCKING RODS U OR AN ALTERNATIVE DEVICE VAY.ALSO$E USED A7 STACKING POSRION (NON HURRICANE POSITION). q. � r K J SHALL HE USED � R ANY 5PfN � � AND INSTFN.LATIONS AT P. ELEVATION, FN LOC Or. USED AS AN OUT510E OR 1NSIOE LOCK; � -�-1 �� � ARACHFD TO,�r CORh:r�CEtxTERP.9ATE 1Y/(2) T/4 0-20.# t/2�IONC FLAT HEAD 5.5.M,S.iR'O L�KtNG RODS(F„'�" AT-TOP&BO M SHALL.BE U5E0.LOCA110N OF LOCK SHALL Bc AS W0ICATEO 04'TYPLCAI.SHIJTTFR ELIVARON, ��✓� "� I � NAKIMUN Sh'UTTEi't SPAN SHALL BE DETEf1FdtNEO AS PER SCHCDUIES Hk0'NN ON SHEEP 12. �H3D4 gh� .(D ti B ffi_ bB i 5 ONE ALTERNATE HV LOCK... MAY BE US=0�I.N LIEU OF FIV LOCK Or FOR-ANY SPAN AND t t 1NST ' TIONS AT ANY ELEVATION.Av NATE L6C3C MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,.ATTACHMENT = '� OF 1./4'0-20x3/4"S-S.THUMBSCREYi TO @ OR CENTERMATiS 54ALL BE MADE W/ 1/4'0-20x3/4"ALUM. t t ZIP- LOCKSRNNUT AS SHOWN ON SECTION Hoc.SHEET B. ONE SHALL BE USED AT 1/2 OF SHUTTER SPAN I6R TWO LOCKS AT 1/3 OF SHUTTER SPAN. a� _ TO 1TBNn ANo FOR I+OiUTTER INSTALLATIONS ATµV PAF GOR,I ABOVE Ej a OW 1 h-OF@101 0'UAY SH US�OCKOI PAN F R SINSME HALL HE 6SFlAjT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR-12'ABA OR.'.BELOYt EhVL SHUTTER SPAN FOR SPANS UE OUTSME LOCK,ATTACHED TO�o-�2 SYMMETRICAL CENTS W/(2) 1/4'-20.. 1/2'LONG FLAT HEAD S.S. SEE t M.S,LOtAT;ON Or LOCK SHALL BE AS INDICATED ON,TYPICAL SHUTTER ELEVATION, USE OF LOCKING'RODS fy W/ ',Dt COYN-C'1fAN N. EE --OR TOP AND BOTTOM IS COMPLETELY MANDATORY. � SO10 IElaTrr",FULLYYY YYY " M)p— YYY Y VV YY YY *NOTES ON HV `T" LOCKS AND CENTERMATES: E OF CORNER 1.SCTnND ALTERNATE TD MANDATORY c0NORIDN#1 VA110 ONLY FOR HV Y I OCK jj .AND COMMATFS Q AN13 CENTERMATE aj ONE ALTERNATE FPJ'T'LOCK QQ MAY BE WSTALED IN UEU OF HV LOCKS�OR V FOR ANY SPAN AND INSTAUATICN AT AYY ELEVATION.AL NATE LOGK�VAY c'£USED AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT �S tiJ LJ v OF LOCK n INCLUDES USING R=EINFORCING LOCK ].AS SHOYlN ON SECTION HVC,SHEET 9•WHICH MUST BE DO al +h j,O S ox CONNECit^TO CENTERMATES @ AND 0S W/ 1/4'e-20.x 1 1/2' LONG 5.5. THREADED 8fi T W/7/8'0 x 3/32' WINGNUT OR W/ 1/4'0-2041'S.S.M.S.INTO A " T j9 0x-5/B'PIVNUT.LOCK MAY BE INSTALLED AT NIOSPAIJ OR 12' t�+0'� ;r,fl. + w UAMUUM ABOVE AND BELOW,Mtos-AN.USE OF TsttCLOCKING RODS g TOP AND Gomm IS MANDATORY, 8�•c �v9.53 1�•05-0�-@0 *NOTES QN HD LOCKS do CENTERATES: 1.(jQ.LQ`(,�(^3.4 W/FID CEhTERYATES"31?OR 62 Wi•3S; ONE ALTERNATE.HD LOCK I&MAYBE USED IN UEU OF TYPICAL � HV BLADE SHUTTER ELEVATION. HV mats DR FOR ANY SPAN AND INSTALLATIONS AT AN'f ELEVATION,ALTERNATE HD LOCK a MAY BE Dsm AS AN INSIDE•OR CUTSI­�LOCK,ATTACHMCK ENT CF HO LOTO(g f5 W/3$8.x 3/6"F.H.S•S,M,S,.AND INCLUDES N.T.S, RONFORCEMENT INSERT 3L•AS SHOWN ON SECTIONS HOB-II AND HDC-HMC.SHEET 10,,LOCK MAY SE INSTALLED AT MIDSPAN OR 12-MN@MUM BELC.V OR ABOVE MIDSPAN,USE OF LCC4NG 8055 S@°a IS COUPLETELY OPTIONAL. FLORIDA U on iqh Weloci#y urricane one Id''ER A.7!( 02011 EASTERN METAL SUPPLY.INC. ,d �� _ Accordion Shutter System 1! Alo 44_:67 L i E c 61i n c. ■ ■ ■ ■ KY.8LCE#1 w/OR w/o x.V,MCIOw eADEE i�•`° f American Shutter Systems 4EV.K: oescelrllaa DATE O�W4 eY: ID: 'a•' STATEF * ?{LUT TESTING Er.ENGINEERING COMPANY Association, Inc. 1 OLD 11-053 11/ l11 AAE, n/2a/:I y ., c sa".x,asr_s+ �:.ate:vK sa c,Nv�rs,rcxD+utas �. "P.n :(]09)871-1530,Fax:(]na)97t-15]1 4268 Westfacds Iva a DRAWING No NheccScal.cem West ?olm Beach, FL 33407 ] •.p.....,:.` 111 m-eaae7la i 1 1-192 +YAL�"�I1�1 WALTER A TOUT Jr.P.& P.E, /S1QNA�'UrRE/DATEKDn Lc q a1s� a SN5 T OF go CRUE ANCHORS POURM CONCRETE (SEE 5CltE7SULE ON OR CONCRETE BLOCK I a'0-2D.3/<55. POURED C�GiUtC�RE'E 5{{r�(13) �0�� CONCRETE ANCHORS IIAGIVNE SCFEWS CCNCRErE'� REOUIR'c0 REOu. -ca S-im 1HEOVLE ON NU 1/ 120 (SEECO ULHON �J .©18 + itsics•:(s2 Y�uantq@av SMFET 54EEf 1S) NUTS O 77 Ow. (sem sy++E<rutE ozx SHEET 13) ( I, „R 1� {N;n. 1/4'e-2D.at4•S.S. �"-� Y..7" Z EG ED ,�-MACHNE SC:ENS 0 NO 1/4.-2D NUTS /2 _ l .1 I 255•Mo c. 1 -,0.4S 1J ' J1 a °" .250'Mao � i i / � it / OPTIONAL I ��1 -O�IONAL ' I I 1 ;IY9i sshFMi ( m CA55(�' 2.ai.0 or 9fU ,* i wN.SEPARATION TC CLASS 11 tat rLaga 1 OR A a . Ews N'O_;-...___ ..� ` 1 GLASS (SEE SCHSDL'L ON SN-U 11) E%1ST7NC mch SIEET E e) I 1 MIN.,SEPARATION TO GLASS CLASS- '--(SEE SCHEDULE ON SHEET 11) cuss-= .�_____ �}C HV \4ALL HEADER INSTALLATION C j HV WALL HEADER INSTALLATION HV WALL HEADER INSTALLATION + KEMME E10STi,NGMM SEPARtTyON TO GLASS — (SEE MIEDULE ON SHEET 11) CLASS—i WkOw�E L OR ��` MIN,SEPAPATION TO CUSS I I - i!.r GLASS E SOL'i MAIM 'I 1 `(SEE SCHEDULE ON SHEET IQ—j G�� Lt FTR OJOEQ7/ta- 4 31 OPTIONAL )I. OV SSa'19 f'�� i I 1 wm mA EXISTING r I �I/4'uo.. E•i.• j J i,! 1( i ` i i i I /1/�! 19 .,.-L�IRIJSS -EO I 09 --_ 4 ' •--�- 47/Bo-2Ox7/4'S.S.IAACHIP5 ARLES XUSI CONCRETE friCN.ORS HOEAD WCWINE SCREWS !ARCHIVE SCREWS USING yy (SEE'SCHEDULE ON LY/t/a'-20 NUTS m 12'O.C. L CONCRETE ANCHORS I / 1 1'_ •/6•'2O NUTS O .2'O.C. (SEE SCHEDULE O71 SHEET 13) ~gym OR CON RLT.-BLOETECK St T 731 POUREO CONCRETE OR CONCRETE DtOCK R CONCRETE 3Lrs.^.K �,[j'N.^f1EtE ANCHORS RECX3.R_D REQUIRED Q HV WALL SILL INSTAL TIONJ (SEE S°IEDUILZ ON ! CONCRETE A4CHOT6 d •"1� I�CRErE (SEESCHEDULE ON SHEET 13) D rt . EXISTING. { M RECUREO EDGE�.P!PLCA9tE _ STLNGi— a //J✓ I AiTEANA 1. ,'I .� I 1:? EXISTING / MHOR - �.I E '1 C.ISS_ � 1 �J tl �N I i '�-QIDYJ/4"MEx YtASvEP,HEAD 1 1 I 1 i OR 3�+t5 J!g WIN. ,! TER SCREA'S O 12 O.C, 8 MOC,OF 3/s ut *�' CONCRETE ANCHORS i I 6 e 7 (SEE SCHEDULE ON SHEET 13) EO:{_ of r ' APPVCPSLE EDGE or to SLAB I;, Y ��} E LUSS----i ,! t I C 4. /1/2. i°t• Elll�tllll�_ EDCE OF APPLICABLE pNp,' APPL'CrEI£ EA -.C. IF t'PUGBcE o URED I FIAT HEAD CD'SCRTE ANCHVISI aaR�� .• CONCPETE (SEE SCHIMU;GN SHEET 14) "`I , tiAt'iiw ri'OR �`��CRERt'E.-.l I � RED /FLAT HEAD COtiCRETE.V7CStaRS �R`GU,Ra) t sN�mOQJ R REQUIRED E,D. " D.• (-EE SCHEDULE oN SHEET 1+) 11 TRENCH INSTALLATION VAUD ONLY FOR UP TO +70, -75 PSF A.S.O, �V WALK—OVER INSTALLATION DES:GN PRESSURE RATING•&FOR SPANS PER Q�? HV FLO-ORINaTAMI t SCHEDULE Q3,SHMT It -.--_n_.HV-CEILING-INSTAAION Eics��w CONCRETE ANCHORS 152E atettat'•Cz E ro aemms a• i�Q7 (SEE SONS ULE4N t J4.0aw��eN ETcSiiNG SHt.TT 15 E1s5TINO Oa M('xel E%ISG Ri�'C.�ur.esMwmv:o ivs5 t I ,, I Sfw^iP+, CR 1/4b PCO2t5 I l a GLASS---1 TISTRERS TMf'FA+A�'LNs&J I- I srtwrm.m i ee T J!P MK ElGc149."d O E GLASS ' li°E.,pR a SIQT 111 , Ts¢t ae W mi°l tlt 8 OC.FOR IP TO K-0'VAN AND ,{ -i f S { e CC:FOR SPARS LMCA ThM QS W Al WTo 01 raffia n roa7 u' ! { I •k��.Ax, {Tsa.Y(s=-s HssxftON sats tT { i - 6 3 0• =/""K.151 MAST. '4 ° Rit �• II. ' ma' 'uvT NEX'rEAO...-% i3g8 /+-<_s e,S T•v-'t SCASISS C D'D.C. V4'o-40 ntlS OR t/4'e-20 S,5.N.S. CDNCRE,=z A�ChORS E t �•O -� C 9'0.C NCR. (f D t2'0.C. W/NUT O 4'O.C. (SEE 14) ULE ON j �5 P T �/ i S112S i<) / }} E%5M�PCN STRUCM+AL --.T•-','FDO•�I?N .," wuL rRv(xTxzArr>tufa c VV dF , / Bt+Y3/+•F,H.S.D.S .MIN'. pip'..ICABLE 1 CONCLATE ANCHORS SEE;ioTE 13(b) C 9"O.C. IzEou 0 C.^.NCLEtE POURED c0.\'CRETE^-1* (SEE SCHEOUiE OR ON SHEET t SEE.C;EET TI(n)- r � � OR C0J RZTf BLE ON s1asET f FOR c"OU'REOR£TE D1.0012- 4i'.EET t4) OR C0.t,CR£TE BLOCK r mu.. ®tom&TONE 011HIING INSTALLATION OPTrCNAL-- FGURED HV WALL FLOOR INSTALlA710N HNv Asn,LAN PY Ss k v a.,_a CONCRETE HV WALL WALK-OVER INSTALLATION uAVVW Sq,Tr,R Spm a-V REOWR;ED U HV RAINGUARD INSTALLATION t tm .n•c '13NnTtO.N OF CEC71O45- . •—_ t TkS IRBLE M-.1ON Srik GL'iU4E0 E D -EDGE DSTANCE AIWCENf TO AN OPEPADLE EXIT • 5E�_Uu1rAT1LiPLG USE FOR INSTALLATION DETAILS W j 1) HV BLADE 1-SET SNP'T+FOR TYPN:AL SHUN E? (SEE SrEG:CA7?ONS ON SMUT'1J) 0.4 ENTRANCE BLADE K�1�ON.S'L's'r..T 19 ASSMSV I i 2-MGUNTtNO S£CTIGNS CAN r CCY,17NED FLORIDAOt��n 1. a IN AtiY WAY TO STJT ANY INSTALLATION, rrsfri»i,. �FLBUILDING CODE Non High Velocity Nur(IcOfle Zone, 02011 £ASTERN RaETAL SUPPLY,INC, BERTRA HV;_ Accordion Shutter System KV.Eg A #t w/OR w/o ttv.%xraav BLADE Amerlcon ShuHer Systems _N.N OCSCP.tPTTON CAtC f}PAK`X Etn AC. iILLlT TESTING & ENGINEERING COkPANYASSoolatfcn"Inc. t OLD 11-08 it/29/t?DATEi 11/29/11 A•�^©r �� ?.:x N%xm.s+.su,aT�,'YRRVA.wcL^t5.€,;RAA Gaga I lt` e- :TlexCeNeom we s Drive 2(ae5)a7t-1531 West Palm Beach, F-L 33407 a DRAWING No 11-192 Fr$` �\ 11 E8-DO EI i9 �S1Q81/11 E� rlrl tft,0 U` 4+1x7 c I'--A T l Jr.P.E. P.E.E. 5�/[�9lt7fSE/DATESHEETAr1UROF 20 SEE END WALL CON IL A-Z M. A4TE6.ON LOCKM RPS®.W LOCKS.®tt ouT IN -r EXIsitNC sass INSTALLATIONS W j 1 HV * *10&TER1r W L=0 6N%,,w 6. 6U=SUCK BETA HlT M VK®FOR ALL BLADE W HV CENTERMATES CFtT UNATES AYFKJCAMN W,H SLOE() e� OR t D'���•�+®•��, E;ST11N6.CLASS . -2 + ®, Qy b'e1,®� rO 3 1/4� T 8 1/2' 7-. (6° -r6.LLa�ALuu• / Y5«® ',3 OPPOSING A`;G.E tr�tx)+Ise rwPcau i 1 2• on SYMM TE RYCAI ANc o�To CONCRETE CE ATES C (T✓�'./00TO h , .:010.314-SN.S.0 12• IJ M,N.. ARAnOH tA)�1eAT Z a3�(�) o.c.FULL L-vWVT. '� H�Qf or w V OC T r ro ' (ss E s HEa LE ON SH 11) � 5� � ® * 55*7 1=N (33 -------- - --- - -- --- --- --�- --- - - --- I i I 5 2- ' 1/2' ol a 3 " - — CROPp- HVA "' OUT * C H �ai 4 m©•- as&A cw E%t5TiN0:0U54 .. ..FQURED CONCRET Ci ALL ®-o�@-�-o �! }�•���. a �©w_ SAE ED a� w Ns� $cx •'+ga8 asl 1 L-----. —.---- B « � 6 �+ w '� v� O � SYMUETRICAL 1N -' J C� O`.9 u.N,W'Q! N- ^ If • 3,�t� \P715 EN' CENTERMATES Q.6-0.@-®.�j e, ro cuss 5 r ,r c1 ss 1 (sEe. CHMULE — — —— — b t>RlaaaL ....I QGK ON ny 11) * RiOR 8O•�8c:®.®° 19. 5 LAIN.sEPARAncN °' @� ----- f --- ---�..— ©•� ----- L/ (SEESCHKOULE I� C. � ON SHEET 2 i) (1NTERtOR) ,! OUT — CONCRETE' i iR Z" ( r 1 1� avcI$I a 1 1 Ai t6 o.c. NI WRES 03 `�7 ...1"l'ti c+ ouT 6 1/2-MAX.SiAGK OU I U (FX EROCR}7 HVE C1 uVF** HVD V G FLORIDA BUILDING.C-0.'.D.0 Hon 111119h Veloci.y Hurricane Zane llll 020tt EAVERN METAL SUPPLY.INC. ���?. BEI TM /1-MEAccordion Shutter System ? 0 �r: American ShtAtt�r Systems H V. /}1 w/ w/o H V. nle�av GLAD ' : TILLIT TESTING @ ENGINEERING COMPANY 'K °cstrPnav care -oaAvat er: A.c, STATE�� .:,57• * 8563 nwt:35� 54,sce,s33.u. '.TrA'Li7t5,nam sass Association, Inc. 1 OLb 11-063 11/20/11 OAT$ 11/29 11 s>i ` Phcec 1704)971-1330.F...(3a5)67t-TUU 4268 Wastroeds Drive r , DR wUtC No Hca 19 F Wes' Polm Bench, f 33467 7 11-192 ,c�'•.......... eco ,, n n WALTER A.nit1T dr.P.E. `s,71V 111 f161R1b1 I;s.8 44167 S SHEET P,E.' 7UOCEJDATE s 8 OF 0 ALTERNATE INSTALWION WjHV 'T' LOC 0 V "I" LOM o SEE ENO CONNECTION i1MILS ON S'1SE1'S 10 h-78 INSTALLATION FIV QLAQE OUT IN S �,_®SWX IETAe tiiT.4c=,o 0 SKU 4. Wf HD CENTERMATES . i�+,� AS WM AS O..MTRM R"O M"a DUAt k3D--. IA71G7EO 011 MtS SMSS,VAY eEN.f USO A"n"S � t�.®"K®��,,'�'f©�®p iNSTe11AiMJN .nc n�.v s ias s++ev. 13ETdPLS.R�.AS3IEEIS NO hO e f�'47-58 u1Gx7 A[ul SRs tmncvle I � _ �-__-___.__.-_._-_.---_ � (oFnoeu,U __.__ __- __- f•Nteap'AM.S.£OTIY , -/1rn3N'uaOtY _.__.___.�..---..-.__...........-_�..-_.__4_.._- -, I� A!cut uletic t or,FULL u711-4. _ 3 - (4)KX 5 I Q ®LOCK T6NSIDE) IN i s R s�CM.) 1 v+. Pws+w.) q i t ------------- 5 1 2 2 1' Ityr, (J J 3� Ol1T 37 oa® 33 31 cn� 31 oa®J St ae S�2 Holea MR W.LOCN®, 2 1/4" 0-20 x 1 1/2" S.S,M.S. 3 # I�mcxa) W/ 7/8"0 x 3/32 coP4cRud HWINGNUT. DB-HVB OUT mpr,-HVC r Loci ;14V'"T" LOCK (OUTSIDE) SYMM MAI HD'CEA RE MATES SYMMETRICAL HD CENSERMATES W1 T-LOCK (EXT )IOR) w/gRt LOCK (INTERI0R1 f Sums s...uxwNw Hv(;* 1207#-T3 X"W)tASCS FIANCE THIN 5ASAJ75PARI I✓0EL W.kJFMw iURED BY AJ.L' CrIaiM 1 �$ af f6><1P.IRSIPPaiY. t'L"IKYY V=4w4 CR EL71M- � �` 3-------- ^ •.•--._.•v..-•f—._`.•__— `..•_ ® '�•SC tCiE1 Ci tnOQ+C HOS Q,�6=�=OV 4�ER S ^--/� *4Ia1T4211 ftLC:'IC FJ.'>:�tY2AG IaO�NW t3 wW KA•cl..Gt%f[FWRS IPP,XAtge7 9^•N B'.�Q HDD-HVID FLOATING STACK FLORIDA BUILDING CODE(Hon High Veracity Hurricane Zone' tt1''�,'� •T. '� 02011 EAsrRN METAL SUPPLY,INC,BERTHA HVT.' ■�■�■�■ TEFAccordion Shutter System C��we. Hv RADE#1w oRW/O KV.Wraav `*' American Shutter Systems •til ,STft3P : TILLIT TESTING Ec.ENGINEERlNa COMPANY x bLSC14;Pnox 9A7L caam+ar. Ac. ASsoclatlon, Inc. t OLO 57-C83 717 7f.i; - 1 S s 11 ��••.F� T'.:�Lr 6755 N.W.33a.Sty Sia.x?.VJNSNY.C4AOEh5.YL�I�S:3:C$ Pea (3'35)325-7530.Fee 1(305 a)7-Isst 4268 westroads Drive s DRAWING No r t++ a-ma eae�aeom west Polm Beach, FL 33407 3 '-`�S ONM-E�; 11-192 '�' �n+r'p WXM5 R n hurt Jr.PE. SHEET RE. SEAL/SiGhIATURE/DATE rLuataA u� a,.te5 s 9 0 0 POURED CONCRETE POURED CONCRETE CURED C014CRETE CONCRETE CONCRETE CR CONCRETE OR CONCRETE' OR CONCRETE CTE BLOCK WALL L REQUIRED BLOCK WALL REOUiRED BLOCK WALL.REWIRED BLOCK WALL REOVIR.D �EXISTING C.eISS f EXISTING GLASS CONCRETE Is*a 4EC _/—, I G GLASS .. MPA .'•"._� J I . MIN. Exi571hW3 CLASS /J2'MTO MASS-1EE N% ! I a S� / ATO CA4;� / SGEDJtE IXi S"IEEt ` . 1l SM( It FDR M)M(DA'.0 ( I % TO IX>.�(SEE S]'.7LT.a ON'Soim 1/t6•c3•MAY- ON SH=16 FOR 11 FOR BLAZIE A`D (60a3-Te)COeT,'�'�� stD�sOx InFOR v F°N0 ���DE(OD ON S'ffET't9 FCR ALUM.CLOSER l 1/2. �!SlEET 79 fT%E FSnTHO Sf E� 9Ar'�0 PLATE.(LOCATE. 1/2•� '--) ! \ 81/OES Qh 3JAS QG OF 6) AT E)'RFER 90` VIN \ I - t/2' N. OF®) ; I 4llx OR 2'W.M. I g1o41/2 s.Fi.s. - ol2lrgoc. I I `-- { UP AL u�rTsM ?"refa•'o-2 ' -- - O iP"O.C. ---- ---- \ / ;(EO.3-TB CY)AT SA)DHEI6HT oloxi/ SIALS.to(D (2)1/6'0 r CONS ANCHORSWALLTO SEE DETAIL!FO 1 OR & EITHER SLOE •F®)(LO��Al I OR AT I ®a OR I& SEE DETAIL X-FOR i OR ®' SIDE CONNECTION SIDE CONNECRON TO TRACKS OETTAL w • �'®090 �'®•®l'7w�' � Co.,.,, 4 aOw SIDE ECON ®s©•�nD.0w8. 10.0w TO TRACKS To TRACKS w6 ®ate. -0 md® END CONNECTION DETAIL 1�) END CONNECTION DETAIL 2[2 END CONNECTION DETAIL END CONNECTION DETAIL .R. POURED CONCRETE OR REOLtI-1 ONLY FOR SPANS GREATER THAN 12'-0' ' �E1aSn:f..GFA55 CONCRETE BLOCK WALL /"-' EN�Ss .", l REQUIRED _ 2 S2PAdL1TiD0. gt 1/ A 0 CLL•,SS{ 18• .Mi'2 503bYiAi:Ot1 Y- • _ OR SgOR DOR 1111 F MADE C)A CONCRETE L/z'ATN. ON SHI-T � --- - ----------1 '-- 04 9 7 19 FOR ANCHOR a1— 11 Fall MAX 0 A 4OR©OR�.OR CONCRETE rau�cOr� 12 D.C. , 5 ON S-MU sAo-sO�FGR MCKORED F __I -- OR(D 16•G.C. _ , r MIN. ' ��T' 4 / 2"wP.. as E ..l-Z ham'- S OR 8 tlR 1 OR N, --_—_ 2' 11ti,/f $SsE UIV AT€CIS CF U5E FOR �- O W �'� ���� y 5 J SL40£ 1A ON SNEET 19 @OR@oR(qOR@oR@ L -L L / (1)ORx ^ PLAN DETAIL POURED CONCRETE OR 1 OR �' w n B 7 n 8 1 wn�0'©•VCO® tO.Om `� CONCRETE BLOCK WALL \ ® � �•®�©.gyp.®a END INSTALLATION REQU;R`uJ �®"�'®°'©'®w. �©•O• �®•�•®w (L HV BLADE OR A HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL END CONNECTION DETAIL� ©'•�w�•r�n�-Q}s���END CONNECTION DETAIL® FLORIDA BUILDING CODE Non Nigh Velocity Hurr;ccne Zone j4411(,N„r„�y 017011 EASTERN METAL.SUPPLY,INC. BERTHA�� TM f`�° A Accordion Shutter System I�. E c o I N c. ■ ■ ■ ■ Q � FIV.�.f+L1E f�T Vlf C1(2 W/0 H.V, Vdt�N MADE .'K 6FSC;w!p1i0N SATE EFiFRiJ 3T: AG. American Shutter Systems TILL47 TESTING '� ENGINEERING Uv COMPANY Assooiafton,' (no. , OLD L1-063 Iiiza/1+ COTE 11/x9/11 i sass n.w,-_r.:•..^,L.si0.5�.urs,.^^rr c+,�a�rs.aa2aa:aisc -�a�Tfk Paau c(305)1371-:630.F..1(MB)VI-1531 4268 Westroods Drive z p'• F e--I G�d��=9—* West Palm BeachC06719 . Ft 33407 3 DRAWING 11 I o •o92 F . CORIDP:\��dta W/ITER aTZAJT 4'.P.E. 4 S c1CS 11 FL"ak uc 1 44167 3 SHEET P. :'-�iQf N�kTV26Z)ATE 6 10 OF 20 SCHEDULE #1 S91cntU1F ll2 SCHEDULE k3 A4fJ vii, SHUTTERSPAN "L+".OR 'L-' MAXIMUM SHUTTER SPAN* 'L+' t(AXIMU64 SHUTTER SPAN*"L+" �"'��'�• (ft.). FOR INSTALLATIONS W/ LN�Y IunDN! Nn NOTES:OR `L-' (ft. FOR OR "L-" (t!J INSTALLATIONSQFNMMA ® Ix.� or or INSTALLATIONS W1 I IDS _ .CONCRETE,.& WOOD (1)L+;MAXIMUM ALLOWABLE SPAN FORA CNEN W/ ONE H.V. LOCK or or ex & Wf ONE HV LOCKS btAN5ORY POSITIVE A.S.O. DESIGN PRESSURE RARNG, HD LOCK &Wf NO LOCKING RODS Or ONE HV LOCK x 6 6r L MAX.A., OWAO'�SPAN FOR A^w^FSJ t4EGAiLA'E CENTERMATES & P! ONE HV "T'" W/ NO LOCKING RODS� OP, W/ NO LOCKING WALL A, 8, C•D, E, M, N. 0, P, 4, / F.S.O.DESIGN PRESSURE RATING. LOCK Q tY/Tti1'0 LOCKING'RODS a TOP & (SEE NOTES-i.tt) MOUN TING F, K &.L R. S, &V. (VALID FAR ET 7) C® (2) PROCEDURE TO OE^7cR1dLNE MAXIMUM SPAN FOR BOTTOM (SEE NOTES .tt j / G,H. I. Il, J WALL MOUNTING5 TOP 80TTOM)OR FLOOR CEILING; ..HEFT 1 FLOOR CEILING T, U, W & % ( / / coruR�E�WOOD CONCRETE h tia00 INSTALLATIONS CONCRETE �1AOUNTING 8, R( 4s,aoiscN A,s'. `ots I•*':.sA Nc ws'IO,DOM INSTALL1n04S GIVEN A POSITWE A.S,O.DESIGN PRESSURE RATING, et a:. WALL MOUNTING ilAGR/CE10NG Frtisaac2 WALL MOUNRNG; P,P--VJ r, DETERMINE MAXIMUM SPAN "Lr°FROM SCHEDULE. tp. MOUNTING S A, PAVO FLaOR GEIJNG 4GUNLatG GIVEN A NEGATE A.St.D:DESIGN PRESSURE RATING, 1 ELM,AIti"JWKO MONi7n'G (W. OR (r 09-1 tv aA-1 (a OR�) FtaCR A VOLL'AIhO x DETERMINE MAXIMUM SPAN"L-•FROM SCHEDULE. L 4 0- L-¢3 L 4 (1:) L-II•„ L t (ftl l-I?I) Lf !D V NPxL}dOtd SFLL1TTEft SaA.N 1+ OR'L-'FOR 30 OR LE16'-0' 16'-0' 18�G" t6'-0- 30 16'-0" 16'-q• 30 16'-0• 16'-0' INSTALLATIONS INTO WOOL SH&L BE LIMITED TO FINAL MAXIMUM ALLOWAS..E SPAN 6 EOUAL TO THE 35 14'-10" 14'-10'"-15'-2" 16-0• 35 14'-10' t<'-•0" 35 15'-2' 16'-10' 105 pat.AS.D.DE-SON PRESSURE 41NG, N LMUM DETLRVINE6 SPAN BE 11EEN 'L+"AND "L 40 13'-10' 13=1D' 14'-2` 15'-2' 40 1}-10' 13-iG' ;0 14'-2• 19'-2' PROCEDURE TO DETERMINr MAXIMUM SPAN FOR 45 1J'-1' 13'-4" 4-3 45 13•-1' 13'-T' 45 13'-4' 14'-3" t HV CORNER CENTERMATE§3 MAY BE USED Ai ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12 _ '-5' 121-8" 13'-7" 50 12'-5' 12'-S' 50 12'-3' 13'-t" MOUNTING INSTALLATIONS.LOCKING SPECIFICATIONS W/FLDOR/CEILING MCONTINGS: 55 12-t" 12'-tt" 55 55 11'-1' tt'-1t' 5HALL BE AS INDICATED ON MANDATORY CONDITION¢2 FOR A GIVEN POSITIVE A.S.D.DESIGN PRESSURE .6D 11'-e 11'-4' V-7' 12'-4' 60 t l'-4' i t'-4' 60 10'-2' t0'-i 1" ROTE J5,SHEET 5, RATING: 65 10- -. 11'-i' 11'-11' _65 S -4— -d 65 9'-5' t0'-1' OETERM3NE 10-6' 10'-9' ti'-5' 7D fo'-s' t0'-6' 7O -8'-9' 9-4'- Ls+- MAY,SPAN FOR WALL MOUNTING INSTALtAT,ONS. L2--MAX.SPAN FCR.FLOOR/CEILNG MOUNnNG 75 f0'-t' }0'-1' f0'-4' 11'-1' 75 10'-t' 40'-t' 75 - 6'-9' f f E%C£PT THAT Uuwv SHUTTER SPAY 1+'OR INSTALLATIONS. 60 9'-10° 9'-10' 10L 0' l0'-9" 60 9'-10' S'-20' 'L AND MAXIMUM AS.D.OtNG PRm.iE irmvey FOR 85 W-b" 9'-6' S'-9" io'-5' 85 9'-G" 9'-G" INSTALLATIOM1S INTO CONCRETE.OR C@vCPETE QLOC:K FOR,A GIVEN NEGATIVE A.S.D.DESIGN PRESSURE 90 9'-3" 9'-3' 9'-5' 10-1'- n - — - SHALL BE LIWiTED AS FOLLMYS! RATING; 95 9'-0' 8'-9' 9'-2• 9'-10' 05 9'-0' 8'-9' - 1- CONNECTIONS TO KEYSTONE MOUNTING MAXLt-� IlAX.SPAS FOR WALL_kDDNnnG INSTALLATIONS. ` 7'-I l" 9'-D" 9'-7" 100 5'-0' ..8'-41q5 5'-7" 7-I!' LWITEU TO +64,-72 p.a.l.AND 8'-0" SPAN, SEE L2-> ,SPAN FOR FLOOR/CELING�:MOUNTING 105 8'-7° i-1Y 100 8'-9' ' MOUNTING Id'ON SHEET 7. INSTAUATIONS.5'-6` 9'-<" 110 W-0. 7'-7' 81-7 9'-2" 1;0 W-4" 7--7* FINAL MAXIMUM ALLOIYABLE SPAN IS EQUAL-TO THE 115 8'-2' 7'-3' B'-4" 8•-11'. - 115 6'-2" 7•-3• SEPARATION, TO GLASS SCHED.SJL - MINIMUM w?.54:EN•L,;-, "L7+ 'LL AND Y2 ,... 120 ..8'-O' 6'-1 s' 8'-2® 6'-9r 12D a' q` 6'-i/" 125 7'-10' 6'-8' 8'-0' a-5 125 7'-10" 6'-8"- - 11).C110. <)(i0 TO ANCHOR 6CHEDUL£iSiTN F!NAf. MA%IMUM _ AL).C110 ESPAN AND NMAITVE A.S.D.DESIGN- 130 T-6' 6'-5'. T-40' 8'-1" 130 7'-B" 6'-S' PRESSURE RATING TO DETERMINE UAXIMUM ANCHOR 135 7'-7• W-2 x-9" r-s T35 r-7" 6'-2' WIND ZONE MINIMUM SPACING. 140 '7'-5' 0'-11" 7-7• T-6' 140 7'-5• 5'-u" ASTM E-7996 SEPARATION 145 7'-3' 1 5'-9' 1.-5' 7'-3" 145 7'-3' TO TO GLASS 150 7'-2' S'-7' '-4' 7'-0' 150 7'-2' S'-T' _Asa - S'-8" 7'-2" b'-9" 155 7'-0' 1 TTHPU 3 1" 160 6'-1T,_... 5-2• 7'-1- 6--7" 160 6'_11" 165 W-10• 5'-1' 7'-0' G-<' 165 6'-10" 5'-1' 170 B'-9" 4"-11" 8'-ti' V-2' -- 170 0'-9• 4'-11" ..___.M_-__......_�.___.._...... 175 W-7" 4--0' S'-5• r-0. ISO 6- ° 10 H V BLADE 180 6'-8' <'-8" 8'-8' S'-70' Ifi0 8'-6' 4'-8' is W-5" 4'-6' 8'-T 5'-8' 185 a'-5' 4'-8' 190 6'-4' €'-5' €-6' S'•-6" 140 6'-4"- 4'-S• 195 W-1 €'-3" E'-5' 5'-5" 195 _.._.6 200 e'-2' 4'-2' 6-4" 1 5'-3` 2011 <.'-2' 205 6'-1' 1 4-1' 6'-3" t s'-t 2Gs 6'-r I 4'r-1 FLORIDA BUILDi CODE Non Nigh Veiacity Hurricane Zone', r•7l(�/f 0 2011 EASTERN METAL SUPPLY.INC. fr...s� BERTHA HVTM '�� E 'S��� Accordion Shutter System H.V. RAM y1 w/cz W/o RV.vasnow aaoE s TILLR TESTINAmerican Shutter Stems G ENGINEERING COMPANY y .m 0^=.sPnON p<lc. p:a+x er: _W,/La. ' �F '"4 Ate tsss N.YI,3t<P s..-ra.313,r,�-a+ auleexs,e cssa 31,4s Association, Inc. t OLD 11-083 1IM/t G?S£: t 1/29/11 1` PAtne:(05)811-1530.Far;(30-IA42&5 Westroads Drive 2 DRAWING NO =�F$ RC��tP CO-00067 i9•"tr West Palm Beach. 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W09M M WAIL SILL MOUNTING V CEIUNG MOUNTING Q FLOOR MOUNP14G -1/4'o TAPCON OR TAPCCN 89TH ADVANCED TNRMFORM TECHNOLOGY ANCHORS,AS MA1tJFACTUREO,SY I.T.Yl.BWIDE%.(Nin.FO SPAY AFCAIN: TAO ^Ir tst ;LEOAl1fL P3:,1NR:? ANCHORS SP^-IMS c04.(D -1/4'c x 3/4'ALL POINTS SOLID-SET ANCHORS,-.AS DISTRIBUTED BY ALL POINTS SCREW:BOLT 4 SPECIALTY COMPANY (N;n,.1'E m 3 LIs: (1) ARY P+ .Dcsl:h KTIAME"Esuz N+S74+ -1/4.0 BLUE TAP"CGt4C 9E ANCHCRS W/CAP AS MANUFACTURED BY FU:V-nA PASTENERS DIRECT,1190.(txn,Pc-2 k6T) JO 4O 50 75 90 120 f€x205 30 aC 8O 75 50 x20 1F�105 3C 40 EO 73 80 t20 TBC 205 TAPCO;9 OR - 1/4'0 UPPER+ANCHORS AS MANUFACTURED 6Y POWERS fASTE19H77S,IhS„A`G Dl5TPoT3UtE0 BY Ali.Y'iN£S.SCREW.BOLT&SPc'Cd,LTY iAnCON titUN ADYAI.:ED COVIANY OR ANY GTHER APPR%vo LICENSED.OR AUTrICR!ZE0 vENGCR RCGIS MM 1VITH THE AMERICAN SHUTTER'SYSTEVS ASSOCaATgN,INC. 1a 12 10 5 d a!e SS 1• tT to e 6 5 la f2 FIC 12 e e s 6 THRESDFORM TECnNOLOGY (Nin.Cc.J irei) 3'-0' to }1 1p g i g E(8 I e- l4 S2 f0 i 8 5 8 6 8 14 12 t0 9 8 e 6 6 K1.Pdt'I'c r-,OyO_BEf .'rR LESS 1+ 12 70 $ S D 9 E 14 12- 10 8 e P G 0 14 t2 t0!9 8 P 6 5 BLUE TAP M'/CAF NOTES: 14 112 I t0 9 1 B 8 C 7 14 12 f0 D 8 8 E E 14 12 10 D 0 8 6 0 A1)MINIMUM EUSECMENT INTO MME:0 CONCRETE OF TAPCON OR TMCON WITH ADVANCED THREAGFORN TECHNOLOGY ANCHORS AND TAPPERr fa 12.1 f0 d 7 5.5 SS 14 12 f0 S P 8 6 '6 14 f2 10 8 8 8 8 5 TAPPER+ ANCHORS IS 1 3/4-,AND FOR BLUE TAP W1 CAP ANCHORS IS 1 1/2' ' I< 12 10 9 8 8 8 c 14 17 10 S E 8 6 8 14 12 10 8 0 8 P SD 14 12 10 8 6 8 E 4 l+ t2 10 e e_ 0 6 a,5 la f2 10 9 8 e 4 7.3 A.2)MIGMU'IA EUBEDMENT OF 1/4`¢x 3/4'ALL POINTS Sd!O-SLT ANCHCRS Stall BE 7/6'INTO THE POURED CONCRETE NO ENSE&DENT 14 12 10 $ 8 P 0 4.S 14 I7 44 9 8 6 8 5.5 19 12 10 9 1 8 B 6 ,.S RfiO STUCCO SHALL BE PERUIT EC-. 1/4b-20'S.S.MACHINE SCREW USED SHAH.BE 1 1/2'LONG MiNIJUU SHOULD STUCCO EPST.AND 1a t2 10 9 17.5 5.9 3.5 - 1+ 12 10 9 5 9 e 5 14 12 10 9 6 1x 3 •5£E L,^Sy*,�AT1p.S aF'IP!8 AOR t'WN5dUV FOR WALLS V3H NO STUCCO. T4 12 10 g 8 8 E E ti 12 S 5 8 8 8 5S 14 i 12 tp 9 8 0 .4,5 £a.tOL�yi Or FA's t9 14 11 1p S e i 7 4 - 14 t: SO f 9 o i8S 5 3.5 14 12 iC 8 8S 5 3 c- a 14 12 1 10 9 1 5 173 149 1- Ta 12 10!5 8 {8 0 a,5 14 12 10 8 P 6 .75 A37 X%'CIO.:RSSMALL.£ NOTING ENOUGHETO iREACHC HE VAIN STRUCTURE'cKER;D�SAIID tWALL NiS4ES.NCHORAGE SMALL BE AS>10iCATED ON 14!12 9.S 75'63 431-+- 14 12 1fl 0 3 7.9 S,5 1 i4 i 12 10 9 8 6 4,5 l5. NOTES A9)&A2)ABD%,Z.FOR INSTALL ANS ON VINYL SOING OR Mn WITH OR WITHOUT METAL STUDS CONSULT THS ENGINEER.FOR 6._O.. is 11 i f0 4 8 0 € - 18 12 f0 a 0 0 6 5 14 12 to 8 S BS 5 S,S INSTAUL;RJON INTO EIFS WITH METAL.STUDS-SEE SHEET 20, 14 14 12 10 84 7 5.5 4 3 14 11 a 6.9 5S 4 3 14 17 10 2 8 6 - - f+ 12 f0 9 H W 5 J.7h 14 12.10 85 0 5 i (e) TO EXISTING CO`lCRETE BLOCII;(ASTM C-00) 14 12 a ta5 64 ] - t4 I2 10 $ B eS 45 19 14 12 10 e 7 5 :L5 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREAOFORM TEC7INCLOGY ANCHORS,AS 0.ANUFAMIIED BY I.T.W.SUILDL-A. 7'-0' 14 t7 10 9 0 0 - - fi 17 10 9 0 7 6 a u 12 fp 9 7.3 5.5 a 3 - 7/40>,J/i'ALL PO":NT5'SWO-SEF ANCHORS;AS DISTRIBUTED BY AL PoIN75 SCREYJ,BOLT.8:SPECIALTY CONFANY. to 10 8 185 1 - 14 12 S 7.5 6 4.5 3.5 - f4 10,5 7 S.5 4.5 ]3 - - 1/4'o BLUE TA?CONCRETE A4CHOR5 4!/CAP AS MA1iL'FA:RJREED BY RZANLA FASTENERS D'!SECT,INC. t4 12+10 P,S f 7 a - - fa 11 70 g 7.5 55 4 - 14 12 C 7 7.5 1S - - - 7/4'0 TAPPER.ANCHORS,AS.MANUFACTURED BY PO'NERS FASTENERS,INC..ANO CIS1R5A1TED BY ALL POINTS 5CREY1,9DLT'&SPECIALTY 14 11 7 5.5 as - - - 14 12 10 $ 7.9 %5 4 14 12 9 7 i 8 49 3 COMPANY OR ASY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED'LTM-THE AUEACkli SHUTTER'SYSTEIAS ASSOCIATION,INC. 3,-D. i< 11 10 9;!8 eS - - 14 17 10 'e B 6 a - to 70 s5 y 3.5. - NOTES: t< 12 PS 7 TBS ] 1- - 14 12 8 i89 S5 4 3 - t5.5 _ < 3 - - 9.i)MLNIMUtA E46EDMEa:T INTO COtiCR£E B'ACH OF FAPCON,B;.LS TW W%CAP ANCHORS AND TAP:ERr ANC'MOPS.S 1 f/4'AND TAPCON is , 9.5 17.51 8 - - E- 14 117 95 8 6. S -I- 14 12 M1 5 e.5 s - WTTH ADVANCED THP-ADFORM TECHNOLOGY ANCHORS IS I'. 13'9.5 QS S 6 - - - 14 12 10 8 d5 S 14 1 T I L 85 5 4 9'-0' sa 12 l0 s tl - - - 74 12 ID $ ),5.4,5 - - 14 12 0.5 7 55 A - - B.2)MNIMUM EMB;;37MEMT OF 1/4°9 K 3/4'ALL P01NTS 50UD-5E7 lJ:CFYJRS SIW1 S'c ENTIRELY EMBEDDED INTO ME CONCRETE BLOCK,t:0 41 11.5 15 e 4 - - - t4, 11 7 3,5 5 '3:5 - - it 0 6.5 4,5 ]5 - - - EMBEDMENT INTO STUCCO SHALL BE PER TITEO,1/4'0-10 S.S.MACH.45 SCREW USED SMALL BE 1 1/2-LCNO 1A WUN SHOULD:STUCCO 14 12 8 OS 4.9 - - - f4 12.8.5. 7 5..5 a - - 14 10.51 7 SJ 6 4,5 - - EAGST.AND T'MINIMUM FOR WALLS'ATN NO STUCCO. 14 17 19 7 0 4.9 IA 31 7 53 AS 3,5 10 t] 75- - - - 1a 12 10 1 6 15 S - - "14 12 E It 5 1 4 - - 0.3)1!1-CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE.POUND,ON THE EKISTLNG-wA{L OR FLOOR, is(T0.5 7 - 33 - 9S.8.5 5 • 1 - - f0 75 5 4 J - - - A14CFtORS S1tH].BE LONG ENE1L33H TO REACH THE MAIN STRUCTURE 6EHI;iD$IED MALL FTt{ISHES.AVCNORFCE SH.13 9E AS 4iOK:J4ffi0 ON .ta If 7.5 9,5 - - - - fa 11,5 9 s 5 4 - - 25 93 s 5,• I - ND;ES 0.1)k 0,2)ABOVE.FOP.INSTALLATIONS ON MIL SIO;40 OR EIPS WITH CR%THOUT METAL STUDS CONSULT TN'S E3GMtER, 3C.Sr 8 S - -1- - -. I4 T2 8 8.5 99 i 4 - I] 10 fly 0 4.13 - FCR 1:.'1' TM:N 1NTO'EIFS=.IWT1T METAL STUDS SEE SHEET 20, t4 12 10 - - - - 14 12 @ 7 8 45 - - 14 10.5 7 55,4,53'5 - - 12.5 5.51 5 - - - 12 9 t 145 • 3 - 9 7 4.5 1S ] (C) ANCM-RS SHALL.97-WSTALLED FOLLOWING ALL OF THE RECDMb�lMT1ONS x'490 s-c;F1c roNs OF TY;'ANCHOR'S MAtiUFACTI+RER, 14 10 1 7 - - - - - t4 LDS ? S. s.5 - - - .t.5 8.5 5.5 45 3.11 - - - 9.5 7 145 -1- - - - 14 i15 7.5 6 5 t2 8 tl 4S + _ (0) SEE SCHEDULE BELOW FOR EDGE'OISTAN�(eO.)VERSUS SPACING REU.TIMMIP FOR ANCHORS. 14 12 10 - - - - - 14 12 8 5.5 D,5 - - - U 10 0.8 3 a - f,[ F QICTAN[!~JETS is SPACING 5.H 0 R FORA HQ$$L f1 8 55 4 .S - NAMIMU73 ANCHOR SPAC!NGS AREA-1D FOR EDGE CMTAHCES INOC4TED BELOW.FOR E D.LESS THAN THE INN=ED.REECE!ANCHOR SPAC:NO 9 1 4 I- - - - BY MULTIPLYING SPACING SNOttiH ON SG1H.4JlE BY THE f0U0'A1NC FACTORS. 9 He's - I- s.S 4.5 - - - 1.16.5 15,5 14,5 3.5 R[DL4EO SPACING ORTA!NEO USNG FACTOR SHKL NOT P.=LESS TPAN N."JUM SPACING V;XCATEU FOR FAC. kt CHrR T1-E a 5` - - 11 9 P AS 4 - - - FACTOR t0 7.9 5 1 4 3 `-,- - 7.9 5.3 4 3 _ - - _- ACTUAL TAPCON Y9ETN ADVANCER 7PAP£R+ 12.s Ps - - "='i- - t2 g 6 ,3 a - - $9 7 9 a - - t _ E:DG£ TAPCDN ALL POINT SDifO SET BLUE TAP W/CAP ¢3.&5{5 - _ i_ _ 0.51715 .S 4 - I_ _ _ 1 Q DICTANCE THREADFATdM TECHNOLOGT MIM.SPACiNu- ti'-O' Ia 10.9 7 5,511 PS 5.5 45 - - - ED. wN.SPACA•C,-3' NN.SPACttiO-S MN.SP/�t.NC-3 I/2' MSN,SPACING m 3' 3 7/4' 4' 10 7.5 I- - '- I- - - 9 7 45 3.5 - - - _ 7 5 ]S ] _ _ _ _ g W POURED CO1:CR:�(E N FOL;s-D CprrOv?'E FptIX POURED CONCRETE i POURt3!CONCRETE At O 'ETEj Cpw-' ,E-{ C e ,S • - - - - ¢ 89 a,5 - - -- -7- COt3CREiE B.LOC'K Uc1:,ED.•3 1/1-UFY,6D.+2 1A7 CONCRETE(P.lY.K CONCR 3LOCK M.'L aC+]1/+IK+{E0..2 1/2• 4 I- - - - - - ;r',o 66 = - - - os e' - - - 9l ADS WORKING 3' 1.0 0.90 110 0.78 1.0 0.04 1.0 15'-O' tl -;- ..=_I=_ - _ 1.0 __... - ........... - D.e7 1.0 1N UNISON ♦ 2 2 - - - - 10.5 a s - -1_ _ _ 85 a 1 4 -i- - 2' 0.71 OSt 55 1 3/4' - 0.91 - - - Q43 f< - - - LIR 6 5 - - - - t0'7.5 5 - - 55'-D` P PP'� 8 8 4 - - - - 1.1/2' 0.35 - Y. - E- - 6 +a.9 3 -.i' - - 45 - - - 9.5 7 9 - - - _ - -I- a 1 ` - I-t2 - LCRIL�A $J!�1Nu CON {Non Nigh Velocity Hurriccne Zone, a+1,1Kr��1+A:T!(��T-_- �2011 EASTERN IA--rAL SUPPLY.INC. BERTH HVTM No d: T-'... EMLTEc O ,ac, �.S,St�o Accordion Shutter System RV. #1 w/cit W/O Env NTPDDb'�= �>f American Shutter Systems RZV.N OE awrfaN DATE IMA4M Bn Ac. 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EACH SECTaN ON SHEETS 16 G 17. -SPRUCE FINE OR NO.4TH W/G.0,+3(N.O.SJ EXCcpT;DN:SEE NOTE 2 BELOW. -SPRUCE PINE("I SOUTH Y//G-0.36 2.AhCMOR6 TO NCLLO»C3UN0 Stun BE AS PE.R 11OUNiLY6 TYPE U.SKEET 17 A.10SMxI CONS 1Si OF -MIN•T/2'COX PLI%%-"(1986 APA) IAD 5_^PCW9 AS PFR NCS 2CC5 S?ECVtCAMONS. s.ANCHORS SMALL eE MAY LED F01L07WC ALL OF THE PrCOt<MENDATiONs AND SPECIFCATIONS OF THE ANNOWS MkSUFAOTU;ER. FLORIDA BUILDING CODE'(Non High lle)0city Hurricane Zone; 0 2011 EP.SMN META,SUP?LY,INC. "If rleraiui. A.TIS BEIRTHA W. �?L;•�_�f"~;•�;..-_ Accordion Shutter System A■ ■ ■A l T!'s . 9- I � ■ KY.E.ZE#I W/CIR W/0 H.V. MMI WDE AmerTcan Sheer Systems a :1�1 y acw N DES cRlvaOR oatt aR+wx cm Ao. / s '. � +� 71LLtT TESTING & ENGINEERING COA#PAl'.iY ASSOCTaNan, Itla. a 0L0 iT-083 11/2911 Zk- 1,/29/11 Y.w N.V.U€ SG,St.,30&.N 'A GARCV4.FLOROA,1312E PEE!9E:(305)1177-lea.Fu:(a5)871_i63! 42b6 4Ne9troads Drive 2 DRA'WiNG N0 9'. TOF �` E--,:ti'..ece e�. West Potm Beach, FL 33407 3 11-192 0 '�/ORIDA. 'G4��a+`44 vACTE�TRST1Jr,P.E ' G' DATE Fw7GGA U.t 44,61 5 SHEET E 15 OF 20 ........... INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR M HV & HV+ .BL ES (AS APPLICABLE SHUTTER + 0 — FOR IN TALLATIONS INTO WOOD V11Y S WALL FINISH BE UMITE 5 DESIGN ES T SHE 19 EQR-�MAX SPAN -& i/4 a APC4N GR A.S' D. S GN PRE SS A 0 INSTALLATION-WITHB D 1 G NUN S ( Th CON gt7H ADVANCED F t b 0 i'k=CON OR ( THRFADFRN TECHNOLOGY } / _ 3! Y!/ 7 iJ2'I,rin.PEHEiMTtOv TAPCON WtTH AOYANC�THP•LADFORM =HlllDODGY OF TtGvaADED AREA TO 4ti/1 t/2"Mn.PEt:ETRATIO11 OF'WEADz-0 AREA TO E%i'ST1No g pe,N,gphcp;ttdt EX'UT1N0 V=0 HEADER. �VVO4D HFA7R.'(5EE SCHEDULE ON&MEET 15} ! FO rdtffi(SEE 1 OR (SEE SCHEDtAE 414 SHEET t5) ' 1/4°a-20x3/4''S.S.MACHINE �_SClimUlE SCREriS Wj I/4'-20 NUTS I 1014 SIEEfiD i�iN 12^O.C. 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IMA^IINE SCFi"Vfs W a t2 O.C. ALS {{��{ i -{{1 20 NUTS'0 1 I I L=.� FleH 14 O.C. r �aR 18 1 GR 7 2'x4'CONT-L" 1,,�� ( "T L£C Vt4O0 PLATE I l ,--EO ,•t:n, 1/4•6;AFi:DN OR TApccN 1YTTH ADVANCED THIPMAOFORM TECHNOLOGY W/ 1 1/2- 14,PEN-9RATION of THREADED AREA TO 1/4'b TAPCCY OR TAFCON V,ITH ADVANCED !h' ^.�. ` Sill FKATE kkk } ^— E%:STIND WOOD HEADER, t SW 1//4'a TAPCON O$ p( !! 'R`R 1\ (SEE SCHEWLE ON SHEET 15) THP.EADPCRM TECHNOLOGY VV/1/2 -�1 ♦ YAPCCN WITH ADVANCED 1-SEE SWEET 4 FOR M?3CAL M;n.PENEIRATI'ON OF TREADED AREA INTO PLYWOOD i MIN.CC+� TMREAOFORLI T'cCHNOIAGY SHUTTER ASSEu5LY. Iq (SEE SCHEDULE ON 54EET 15) ENSTV C MN.2`x4` �'PiYV�'000 RA•D. W/7/2`u;a.PENETRATION OF 2-UOUNTING SECTIONS CAN.EE : STUDS®l5'O.C.MAX. WALL FINISH THREADED AREA R"TO PLYnOCb COt.3NE0 IN ANY WAY TO If2'M:N,COX PL.Y1N000 RE4'O. RECO.PLYWOOD To GE (sEE SCHEDULE GN SHEER IS) SUIT ANY INSTALLATION. RQ HV WALL SILL INSTALLATION �1.11140 MIC 2"x4'SIMS b III C.C.MAX.REO.O. ATTACHED TO STUDS IN PLY,V000 70 8E ATTACHCD TO STUDS IN ACCORDANCE ACCORDANCE t5'CM � 88TH 5Ec DN.ss0a OF THE F,R.O. SECTION,2308 C=THE `OQ HV WALL SILL TALLATI-0 •SEE u 7ATI=OF L OF Q�HV }VALE.SILL 1NSTALUTION F'eC ew-�4N s Er FLORIDA BUILCING COOE(f1on High Velocity H'jrticone Zone (PJ 201 T EASTF-RN METAL SUPPLY,INC. t1!itltt�..p. ......J HA , `�E�S " c o t.� A.S.S. Accordion Shutter System KV, BLADE 0T W/OR w/o RV, WIN >>�E � yc : American Shutter Systems _,x acscs+FTSOx oArt LZS4vT+By. ac. l>2T sasTs)LnLnTT sTaEST«INsG t& ENGN_eING COMPANY ASsootation, Inc. OE11-063 3T12a/+1 01_ 11J29✓11 a Accs,PWMA r1a4 z1 Tp4; 426$ Westroods Drive Ph— (305)sT1-15M P..:(3;:)x7-181 D,A%VING No O ''•FLOf(`�¢ ,` <-nail: atex0a am West Palm Secch, FL 33407 3 4 11-192 � i, ,ALTO A.TLUT P.E. ass i'r7 �� 1 noku(it.d aa18T 5 SHE �N`�(� ET p�;.$ {d11�URC DATE 5 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR.n HV & 64 HV* BLADES .(AS APPLICABLE MAX. SHUTTER SPAN L+ OR L- -FOR INSTALLATIONS INTO WOAD WITH HV BLADE n ONLY WALL PVSH SHALL OE LIMITEDTO 5.0E GN Lt S E R G SEE S E 19 FORMAX SPAN & DESIGN LOAD FOR ^INSTALLATION WiTH BLAQE & WORKING IN UNISON -- - TAPCON OR J T�—E4 £O 2 WIN- 111.120. 4'S�8° LATH. £1an`TCHa .. PWITH ECHNGED ) ( TtiREADFOF'°M T£CHN TACY S'OCO UAL RERUIREO, /p - .._... EDGE(if-APPUCl51.E) W/t 1/2 Wr PENETRATION 5T,7UC7URAL WOOD ,^Y i OF THREADED AREA 10 I/4'0-20x514'S.S. CF EXI5ICVC ri940 BEAM •"J+. EXISTING WOOD HEADER. i'��(( PHILLIPS TRUSS HEAD TO Be CERTIFTED BY "rA =^l.•- EE.SCHEDULE 0.`t sNEs 19 M'O�j MARGN£SCREWS 'RE4"$i EKED f.YtiCNEER OR / ."_.Si..._.. EXISTING W'000 ' 7 1 W/ 1/4'-20 NUTS hgGiIli£CT PRIOR TO EO E 71 �--- ,..._....._ TRUSSES OR I EO CO• O f2'O.C. SNUTfER.:IN$rhLlAT10x. 7/, 1 1/2'1{r '� �fJl _— �+ _�'/r -_ o.c'�`RED°u��m �1 1/4'6 TAPCON OR r _. i ��- fi—T ��.:/ TAPOCIN WITH ADVANCEED O(ISTINC FIT .257° THREAAFORM TECHNOLOGY / W.:x:.THx. 1 1aL Mor- ley.1 7 EO A PENETRAP.9N / llf µA CONT. / +15 I I D THRE."A�0 AREA NE q�•','..Ep 1774x.7ff O EC f'A4'x1/8°CONI.h,'.UM.TUM �� I CP7fO\At "SENG WOOD HFATZ . tfiOW-td W -;,�. '` I (SEE SCY;•:OULE'ON SHEET l5) D 8^0.C.( 7 OF Q Or 1:T Jg/I6•a UTC SCR£575 TO m(� RAFTER OR TRUSS. .:�. Or 7©Or 1© I I LOCATE LAC SCREWS AT IFl0*140TH OF E7aSTING WOW CASTVG M;n 2%4^ I t i 'l T f ! 1 vEUBER tz u" Namml EXISn14. 2 WEARER REDro WDrH7 W1 z Wm. i oPaN Hole AT ETH _ GLASS )� M N SCRkgATIDN To Guns I)GSnKSTUD TO Acc=.Pr ( t51E SCNEWLE ON SHEET I I) E ,CLASS— !r Sf78^0 LnG-.SG9.�"¢t ( 1 AREA,VALID FOR THREADED 5 i ' 'A;C�S.'i�t�DF Tv3'c.. LNSTA.LlAnCNS W[TH TPS! L" A.S.D.OSIGN LD:�. 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BERTHA fes` $ Accordion Shutter System t _ �L E ® t■c. ■ ■ ■ ■ HV #t w/ W/o KY. vtA�aYmn> v167 American Shutter Systems�,f •�+ Y N.N OLSCCTRGN GI.tE DRAVAP R'!: A.D. TILLIT TESTING & ENGINEERING COMPANY r�^+N.W,sem,sc,rJ:oa.YFa1KA cAstDcs.t1uROA}716E AssoCtation; Inc. I DOA 11-C63 it/29/1!OATS: 11129111 )E71-1510,FIs.:(.10538"1-1$32 4268 VVesktoads Drive 2 W)271-1510DDVkVNG No P ti A r-"a,:eAx�eds n Vilest Palm Beach. FL 33407 a O�'•.tOR1 '''� 74`A Ea-aCca7,e a4 1 1-192 (CS ......... Gt 14i WAITER A.TUff L.P.E. Q. - 4 /QAiE FLORID, 4a,a7 B SHEET 20 END INSTALLATIONS(J HV BLADE OR (I WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS �s. teN,ntND stlAS'READ. 2.4 aCt 1196] 2•t.'rL"L (:O7}LNC" \ 1/4Y 4MV.'N I • //. � / / �%C•fY!SNA3. MICTMT01 0RC Q'lf9Tni4TF DowCats w t• A.ream 4 NO 7 j \ 571GS t'k4. i S [mstm CUSf rEXN+rOO CUSS •i \\ I ,y f]asfM CUSS ltai 3'PARc717f RYw'J.1 _,�_(• �'GL]tM RRwCOC. Y.. .-: 3?k�3S at 7LS M19"Pus 1 I•Yli:CDY W 3.aS5(4Z f/106 LLSi. y�,­/ 11?O 2Affi QiNA :-. 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N.LOl'iED AT Liu ver ♦ I '14LI..fl)). 1'+!1' WINMV EVADE O4 SLaC£COIAINC CUT FROM STARTERS AT£NOS MAY BE H4 I �' ,� @LADE `� • ♦ qJ/ (DI MY W4NDGW BUDS QNUiT BE USED N.TERNATE TO A SCUD HY SLADE TO THROUCHWi Sh:UT7ER'S Y.:OIN. 4 GI,E ♦- �U `yf S! , (EI CEy[FIEMA7E*a SWd-ALWAYS e€IYSrAT1EO ACUaCuvr TO aSOUO W • ! ?? ' lJ � @LADE 1 AT EITIiER SIO£ 0 7 II ++i gg � :•• r � � ({ X � 3 (F)pOLYCA4@Q'NAS£Lfu W'P1DG7�'SHAl1 SE ITiSTA_!.ED SQ-. TABS FACE SEE END 1 tl 11 a g THE INTERIOR OF THE O?ENNC "- RiCTEC7EO 1N tY.7:OGK MUST SE CONNECTION �, • . I • • EP O`1LY INSTALLED AND LOCKED USMG A Hu SErI'iN..TSL PR0.5 5Y'ASSA, DETAILS ON SME£14 RiC. 108 �3 18 T} I p FULL HEIGHT. I _ I e.Sco£ANCHOR SPACING AS U ULE FOR LNAN XkTIDNS GIOITO.WOOD(EE-NO eUcLOtNG^a 0.4 SHEET IS.AS U!dtfEa BY SPAN ANG F7ESGU LOAD(SEE-NOTES 9 I &2 AM-). 11 C� 7,SEL ANCHOR SPACING SCTsOULE FCR71A NSrAtDONS INTO POU-0 i .=$ I CONCRETE OR CONegET£=:K W'AL' ON 5 L'f2ETS 32 13 AS UVfT�'1n SY �I i l 1 SPAY AND DES ON LOAD(SEE MOTES 1 k 2 P'Cr£). 6,iL:NI4CM S--AFAnON TU GLASS SCHEDVLS,PER AST.�£-1925: vi OP&FORTTOIJ R3.tENTS') t 6 (TYPSC TOP&..SOTTO.' _ Yi 1N.ND 20tiE --MINIMVM SEPAFUTICN TO GLASS `41J NL RA-1.0 YytN T TNRU 3 1, ELEVATION 'A"�"K"T0°'� _ EXIST'NS GLASS Sai`DTtE OV 4t✓7 I f FCR ffh'ECD t 6.25• �—�.� _- A`Ef av TNs 4!£EI F�PJr"kS(j�k/�A &I ffpwmj,�PTERMATES 2-2 WLQ=RIOR ONLY) OR k„U,' 7 $lMUF•f�CALAND TYPICAL In HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE SHUTTER* \�'------ FLORIDA BUILDING CODE(Ron 8toh Velocity Hurricane Zone 0PG11 EASTERN METAL SUPPLY,INC. BERTHA HV;-- kliN �.:-•:���••,::��_� Accordion Shutter System [L E C o7M., Hv. etnx t w/OR\tiro H.V.N7 W8 MAX 67 Amerleon- Shutter Systems V.Nc DESCRIPFION GATE L:.AWH BY: AC. , Jyy TILUT TESTING & ENGINEERING COMPANY ABeOCt�t�OnA InC. I QLD T1-063 11/29/8 DATE: Tt/29/7t ;' .� Phse;{3CSI471-T G.Fe.:(36S)@rf-7531 4268 VJe4troads Drive = DFtA1k'sNG No --T:trTcxoe�som West Palm Leach, FL 33407 3 °�' EB-=G719 11-192 iCs1 \ ,W1 FL^RDA!!t.y+167 5 19 SHEET 0 20 .rn7. '..sn 8g03� .0 ��, ':� a:' INSTALLATIONS W/� HV BLADE & HV CENTERMATES 2.000'Max. +.8n,C-90 MCV,STEEL 2 Max u.°UL 6TU05,Ar 16•CC. w •4.3'a INTO METAL STUD" WALL41 S * ,;�a�3- Z � AtwP�Q /7 I ALUMINUM SLEEVE # 12 0. 5063-TS ALLOY--- /1 3/f 6 1/4'r 0.035•rMK N. ,Q.;C `Q�.30 r� �+ e..6.LV,91LR 7pK:(GK411 as 6• v 6 a,G fGTEM INSTALLATION TO METAL STUD WADS a A-653 GWE.0 1 0_ra , SEPARATION TO GLASS SCHEDULE n 3ACa` 10 rA4TFT10 0 srvas T�fi w (xJ lfi.t m s�cws as ! EOST;NC Frac+ ©9 t. N(X. A.S.D.,DESIGN PSESSURE RATING: +75. - 75 (ps£) m & rcR,aq rADe As MPf3ut9LE 1k 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM 7- ASTM E_t996 SEPARATION I(3e LEfSGM+ 1 FatSnrcC'4Ass MIN to Cis 3. ALLOYED MOUNTING; MS ON THIS SHEET. TO GLASS - w (SEE SCHEDULE) q3 43t l 14"0-20X3 BOLT 4. ONLY ENTERMATE 2( W/ 24 E"J LOCK ARE ALLOWED. ! ryfiU 3 t" (m,)' Ql ' MUST PENETRATE 3c t" � WITH 2r ARRANGED a� A$' METRICAL"LAYOUT. USE'CE (2) 75 (6- LONG, MINIMUM) MUST•ALWAYS BE 44- t 3/a s,/4.Cm3 tKYK 64n. Ex,sr[No MISH / INCLUDED AT'EMERICR OR INTERIOR ACCESS SIDE OF 750 +373'1 Oho x411) %i StE2 r+0 M Cx.tvntl• AS APFLICAHLE CENTERMATE. II h,M A-873 arses FA 4fn. -:A MLvAM2Ea r,�%ED t0 SNdD It/(xJ F6.CV MR SE4E4545 ax 4 Q3o e�aErca&E ik)7aQ FAX o a' 0 6'ox. L1/44-20 THREADS us. o, a BLADE'SLACK DETAIL HVF IS ALSO VALID FOR $3 ��4" -EM-GO MUCCTTION W` = t/Z' CENTERAiATE 21'APPUCAnON WITH BL4DE i 2 O O pRODUC'ty PAIS-LOK HD 43a COMPONENTS 6•.7 653 CME , ;:VFRESy 0 6-O.C. utn.hSYV F-6SJ CFNE S0 �.�,2��:;6,lai.•; W-O c-Oa S At SrE� , WALL HEAQER/SILL INSTALLATION E 3if%C•FIMSM AS AfRMFBJ= SCALE.3/8 t• uEtAL smDs At ta'"o,c. -'tgln` I Tap&.Donau) 7 3/4•x s t/az 0036'ttc.X nt-. Ex:stsxc CLASS~ _ _ 60 _ -. 1CcNr.CAM Sra L TkeK CWVNE1_ a f�MXIED FA53 STENEEDTNil.UDS J6%1/2'teIA SCBM ON i 11 SYMMETRYCAL SYM CAL �`; .S 43b 43c 9 Mrt SE AFjA wu vAa�s , t ,ulEtlaa&EYtt aAOD rAce pt . CENTERMATES W/ CENTERMATES W/ TO CLASS z' { �, (SM SCHEDULE) Max L:EXTERIOR ACCESS SIDE ,I..INTERIOR ACCESS SI6E i -_e-(n� -------- - - -- ----------- -IN == ----- 3 6 --------------I 4 a -------- ------ _ - - ------ �-_--- -- -`__ _------ ------ --- 24 `- -- --- -- - __ ----- __..._�:jam-:: rV---- --- _ 1 -- _�• i 2 _---------- ----- ----- 21 - — __� __mow. - - j __ _ _ •�� 2 1 _.•T 'J 21 2 �L , LO^.,ATEO AT j© NEAR a p/gII ENDS V IF 1213 1/4-CrpJ I •II `� Mc:) ---- 24 - ---- - SIDE CONNECTION TO TRACK _J6 t5" r- (CoOt,) 7"-- ---6 1/2`MAx,Sucx �.tk BYA By BADE SLACK DETAI HVF &C FL{liilllA BOLDING CODE(Hon High Velocity Hurricane Zone Afcff'+.`""Assrl"`ITJ a_ ®2011 EASTERN METAL SUPPLY,INC. BER @^f cN sus :: Accordion Shutter System 1 L E_C0 ®e ■ AKV > #t w/OR w/0 H.V.WINDOW� _NO.44167 American Shutter Systems r� 4 TILUT TESTING 4 ENGINEERING COMPANY Lv-H Dtscannatr DATE cr.Am m: c / 2 455 x.x.5ss s a sa yr v A saacc x c ecu as,Ee ASsaofaftn. Inc, t OLD 11-08} t t/ /t. D. 11/29/11 Pn� {DsJan_+s30 Fm.:(3 s)67t-t63t 4288 Westrnods Drive 7 DRAWING No r t tt CG Lzm West Pelm Beach, FL 33407 3ED-OOC6719 411-192 r-TER A.ruff,L•.P' �f1 !1 ,Ref DAT, n c" 0A Liz.e u167 5 SHEET20 20 Florida Building Code Online Pagel of 3 m �I Z F�0{Eua Departmeii of BCIS Home Log In User Registration Hot Topic (Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map Links Search Busines .. onal 6 }Product Approval Professi [t USER:Public User Regulation Product Aooroval Menu>Product or Aoolication Search>Application List>Application Detail FL11968-R1 Application Type Code Version 2010 Application Status Approved Comments Archived 177 Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer F Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who Walter A.Tillit,Jr. developed the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2013 Validated By John Henry Kampmann Jr. F,' Validation Checklist-Hardcopy Received Certificate of Independence FL11968 R1 COI EASTERN METAL Certification of independence drwa 11-223.pdf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEV XQwtDgsxYIeb4opODf... 5/23/2012 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Summary of Products MFL# IlModel,Number or Name Description j 11968.1 .050"Bertha Storm Panel(2 1 Corrugated aluminum storm panels retained or not by 1/4")-Drawing Number 11-222 11tracks to provide hurricane protection I Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-222.pdf 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 Span is 12'-11"for+30,-30 FL11968 R1 AE EASTERN METAL Product evaluation p.s.f.ASD and 8'-2"for+75,-80 p.s.f.ASD for report drwD 11-222.pdf mountings without"H"header.See sheet 5 of installation Created by Independent Third Party:Yes drawings for other spans and pressures. 11968.2 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by i Panel(2.25"Deep)-Non-HVHZ- tracks to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-224 Ddf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida Inc. j Impact Resistant:Yes Created by Independent Third Party:Yes j Design Pressure:N/A Evaluation Reports Other:Large Missile. Max.span is 12'-0"for+25,-25 FL11968 RI AE EASTERN METAL Product evaluation p.s.f.ASD and 4'-0"for+125,-130 p.s.f.ASD for report drwo 11-224.pdf sections 1,3,4,6,7,8,8A,9 and 11.See sheet 10 of Created by Independent Third Party: Yes j installation drawing for other spans and pressures. i 1 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not Storm Panel(2.25"Deep)-Non- by tracks to provide hurricane protection. ]HVHZ-Drawing Number 11-223 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL DRWG 11-223 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 I Other:Large Missile.Max.span is 9'-8"for+30,-40 FL11968 RS AE EASTERN METAL Product evaluation p.s.f.ASD and 7'-2"for+70,-80 p.s.f.ASD for panels report drwo 11-223.Ddf mounted without"H"header.See sheet 4 of installation Created by Independent Third Party: Yes drawing for other spans and pressures. I I 11968.4 Clear Bertha Storm Panels(2 Corrugated Polycarbonate Storm Panels retained or not 1/4")-Drawing Number 11-220 by tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- Approved for use outside HVHZ:Yes 220.pdF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A Created by Independent Third Party: Yes Other:Large Missile. Max.span is 10'-0"for+28,-28 Evaluation Reports p.s.f ASD and 4'-0"for+105,-110 p.s.f ASD design load. FL11968 R1 AE EASTERN METAL SUPPLY product See sheet 3 of installation drawings for other spans and levaluation re ort drw 11-220. df pressures, 11 Created by Independent Third Party: Yes i Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2010 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,e-mail addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions regarding DBPR's ADA web accessibility,please contact our Web Master at webmasterOdbor.state.Fl.us. Product Approval Accepts: http://www.floridabui ld ing.org/pr/pi_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODf... 5/23/2012 GENERAL h107ES: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE NOTES. WITH THE 2010 EDITION OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL fiZ BE INSTALLED AT HIGH VELOCITY B.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND CF TAP-GRIP ANCHORS INTO CONCRETE BLOCK HURRICANE ZONES(MIAMI-DADS/BROWARD COUNTIES). UNIT SHALL BE 1 1/4 1 3/8'FOR ZAMAC NARIN ANCHORS AND 1 1/8'FOR RED HEAD DYMBOLT SLEEVE ANCHORS DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 8.2) 718'CALK-IN ANCHORS SHALL BE EN77RELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO FOR A WIND SPEED AS REQUIRED BY THE JURISDIC77ON WHERE THESE SHUTTERS WILL BE IN57ALLED AND SHALL BE PERMITTED. 114 0-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND I" FOR A DIREC77ONAU7Y FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 FSC AND SHALL MINIMUM FOR WALLS W17H NO STUCCO, NOT EXCEED THE MAXIMUM(AS.D.)DESIGN PRESSURE PA77NGS INDICATED ON SHEETS 5 THRU 9. M ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 BJ)MINIMUM EMBEDMENT OF 1/90 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE CONCRETE BLOCK.NO SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (ASO)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON 7H1S AEA AS TESTED WERE Nor OVER STRESSED,A JJX INCREASE e.4)1N CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS17NO WALL.ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WAS MZ USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS USED FOR LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHWD SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES IN VERIFIC i7lON OF FASTENERS IN-WOOD. B,1)AND B2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FA77GUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SM770M 1609.1.2 OF (C)ANCHORS SHALL BE INSTALLED FOLL037NG ALL OF THE RECOMMENDA770NS AND SPECIF7CA77ONS OF THE ANCHOR'S THE ABOVE MENTIONED CODE AS PER AR REPORTS 9 0121,01-98R,0 0329.01-00,,4 0525,01-00 AND 10512.01-03 AND MANUFACTURER. 10617.02-04,AS PER SSTO 12-99 STANDARD. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLA77ON DETAILS SHOWN ON SECTIONS 1 THRU B(SHEET 3&4 OF 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR 3004-1134 ALLOY. 9)EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. J.ALL ALUMINUM EXTRUSIONSBE ALUMINUM ASSOCIATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. B.IT.SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE STORM PANEL COMPONENTS 1 STUDDED PLATE AND W SNAP CAP ARE PATENT PENDING.. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHU77ER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME BUILDINGS 4.ALL SCREWS TO BE STAINLESS STEEL-304 OR JIB AISI SERIES OR CORROSION RESISTANT COATED CARBON SMa AS PER DW 7}1E INSTALLATION CONTRACTOR IS TOS CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE 2411.3.3.4. 50018 W/50 ksi WELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION g• BUILDING TO PREVENT W1ND/RMN INTRUSION. CAULK AND SEAL SHUTTER 7RACKS ALL AROUND FULL LENGTH. 5. BOL75 TO BE ASTM A-307 GALVANIZED STEEL OR A1SI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH, 10. (0)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A S17E SPECIFIC PROJECT,• WHERE THE SITE CON0177ONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO-WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCC (A)TO EXISDNC POURED.CONCRETE' 94SED-ON THIS P.E.D.PROWDED1fE/SHE DOES-Nor DEl4AT£FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUC77ON SAFETY-AT SITE IS THE CONTRACTORS RESPONSIBILITY• - 1/4'O TAPCQN ANCHORS AS MANUFACTURED BY AT.W.BNLOEX. - 1/4'¢CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST-CORPORA770N. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. 1/4=O ZAMAC NAILNN'ANCHORS AS MMNUFAC7URED BY POWER FASTENERS, INC. 1/4'0 x 718"CALK-IN ANCHORS OR ELCO mole&M..M PANELMATE'AS A14NUFAClVRED (d)SITE-SPECIF,C PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL-BECOME THE BY-POWER Y POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS, RESPECTMELY. ENGINEER OF RECORD(E,O.R.T FOR THE PROTECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.O. I/4'e x J14'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. ENGMEER OF RECORD,ACTINbG-AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS LATTER-rr1E SITE SPECIFIC DRAWINGS FOR REVIEW. NOTES: A.1)MINIMUM EMBEDMENT IN70 POURED CONCRETE OF TAPCON ANCHORS IS 1 314,•FOR ZAMAC MA/LIN ANCHORS IS 1 318'• (e)THIS P.E.D.SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT FOR ELCO PANELMATE ANCHORS IS 1 314'AND FOR CF TAP-GRIP ANCHORS IS 1 1141. PREPARED IT. A.2) 718*CALK-IN ANCHORS SFW1 BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO It.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE W17H SECTION 7715.8.J OF FLORIDA BUILDING CODE.ONE LABEL SHALL B£PLACED FOR EVERY OPENING. SHALL BE PERMITTED. 1140-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND !- LABELING TO COMPLY WITH SECTION 7715.8.2 OF THE FLORIDA BUILDING CODE. MINIMUM FOR WALLS WITH NO STUCCO. A.J)MINIMUM EMBEDMENT OF 1140 x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 716'INTO THE POURED CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON NOTES A,1)-&A.2)ABOVE. (B)TO EXISTING CONCRETE BLOCK WALL - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W.BUILDEX. - 114'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY TRU-FAST CORPORATION. - 114 0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 114'0 x 718'CALK-IN ANCHORS OR ELCO male&Femole PANELMATE'AS MANUFACTURED /I 1rr A�T'�� BY POWER FASTENERS, INC.AND ELCO CONSTRUCTION PRODUCTS. RESPECTIVELY. rr - 1144'0 RED HEAD DYNABOLT SLEEVE ANx 314'ALL POINTS SOUD-SET CNOR3 A5 AS DISTRIBUT EDED BBY LL POINTBUILS SCREW, BOLT&SPECIALTY COMPANY. ,,�,WQ'��••.......•.�1�e FLORIDA BUILDING CODE (Non High Velocity Hu one Zone) ,0\ \GENSF•••.• e e 02011 nLIECO,INC. 0,050" BERTHA ALUMINUM STORM PANEL L0./R.G/A.d. (2.25"DEEP) DRAW arl EASTERN METAL SUPPLY, INC D47E• 4266 MST ROADS DRAE o`•. STATE OF �\ nwr TEsnuc t£NaINEEmNO CaMPANY WEST PALM BEACH.R.M407 t,[%..FCORIOP.•'�� �`� �"°a SEB 008719ImJei�ivvee PHO�NE�(56JI109��26J,FAX•(SB1J8art t6 ar 11-222 OuwuDN ['u S'•• •••• , 1III WALIERFLORIDA Lk. MUT? 167. ON G!-In WDe/u 6NEfl I Of 9 xnAnllrrr t. 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D. ® REVERSED 'F"ANGLE BRAGS "" TRACK "F TRACK TRACK =Scor:.J/a•.r eauE:t7a•-1 D9J° .370 -ir=- 4•.104 9ERGY If-.125' .lea �• �s. osrusrA�crNcrms ro •�` 1� mx Orp mcr�p 75o SHOWN BE"N SEOnON3. .4a5T- 2000" • ,{ O d O'( ;Fa i'"tx�n9N _ .091' x L OESEE M 7 .093" E � L -•r;q � r� 1 01J17" 1 a.DOD• 1 2000• .i._. sow' I-T K ..Aas• R.125• 4.7tr �1 ® F" TRACK ANGLE f0 STUDDED ANGLE !! 2"x_5° (Max,1 x .f25"ANGLE I sruE:J/a`-r• epd/-m_N= s r J7a•.i' I >� 3 vp scut r J/e•,r' O50'oR.080' td mcE Orp 4d ms a1'p -{�--.091• 7zs 1SJE4R°IE 5a 104 .786• DETAIL 1: snm WDJE CAsr ZINC 27' Dex 0J i RS. s MCKa PfAMV WINO NUJ Q jON f ROUND NDLE dT PANEL "" o i2uoc. KEY ter , .750 © HOLE AT PA-EL (OPTION TO 12) g` a. o•Bl� .asr 21ae' d1t11 / Il/T✓�' FLORIDA BUILDING CODE Non Nigh Velocity Hurricane Zone) 4r2r s' 1YR R1.BP8' &ENS 9 s� Der �o�;• \\ F '.,' 02nrr M7ECD,INC, q.05q'BERTHA ALUMINUM STORM PANEL LC./RL/A.G 379' �' �R � a DRWN DY: A .J79 .` ��( it�7� ..c:.... {2.25"DEEP) mos/11 r'�` EASTERN METAL SUPPLY, INC Am ® r KEY HOLE WASHER ©STUDDED PLATE ©SNAP CAP a•./"Js�{� QF7 i lu�� I L R C Q I N c. 4268 West ROA05 aunt s1m-raa..v u or rya a mu-m wor (( ak t' rnur resma s tNc NEe uxe couPaxr (561209-ESr PAW 293ac t� um7 11-222 sour:JA'.r• scut:1'-r' scut i'-r• ?�p�•.FL�'�`6�`.�\`tilt eau xx tem.se.sa t9s, Tau eStic[Ns n.,uree PHONE. (361)209-02&7,FAX:7561)841-1718 PMe:(JM)811-13W.!I(!09)8)1-IaJI RIK w eQ"y�l� yrr w.w e�+VMtl. aR DR4WlND NO F� IONR���,/lilt q, A JM 167 at00e-Hr rLa4/+ t Cr 7A Or 9 70P TRACK (SEE COMPONENTS, SHEET IA OF 9) 33 CONCRETE ANCHORS (SEE SCHEDULE) Mox. A I I Min. 1 Min o c o 0 o 0 r___r_r_ _..___r_r_.I_.___r_I r_ _ ___r_r.7_r___r_r_7_T___r_r_r_i---'_I_i_i___r_r_ri II I I I I I I I I 1 1 1 1 1 1 I I 11 Av q 4 O h W _ 2 N 2 O 1 7YP O 2 N ir O a A- lZu J W 2 d II I- I CONCRETE ANCHORS (SEE SCHEDULE) I Min. IMM• 11101 BOTTOM MACK 10`I�P���R•A•T,�C/T n. STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS SHEET IA OF 9) vl1 21 d Un �- 1/4"Max, GAP 1 1/4"Mox, GAP s/��A��ENG1i1111 FLORIDA BUILDING CODE (Mon Hlgh ValacHy Hurrlcona Zone 0201117L7=4 INC. 0.050'BERTHA ALUMINUM STORM PANEL L0./R.r1A0. (2.25"DEEP) DRAWN Br 12106/n SECTION A—A EASTERN METAL SUPPLY, INC �E L ECO x C. 42618 WEST ROADS DRNE TILLIT TESTINO&ENOIN£ER1N0 COMPANY WEST PAW BEACH,Fl.17407 11-222 SCALE: 1° sus x¢]6m se sm.]ax mrA^Aa60Lrs,n.alae PkONE.(561)209-8261 FAN:(561)811-1716 PAae:(]64jwl-lm.F.,(]mJ611-1871 -= ORAW049 Na EB-0006719 WALTER A T)LLR'✓:P.E m m-IrI I]/ayn ] SHEET 2 Or 9 acRiDA Lie N167 TAPOWd..ZW4 eAV RED l6N TAPCONS,ZAWC NAIUN,RED mo FAPCONS 2AVAC NVIIM Rm NFM DMA60LE CF P.WLK-99 OR O Canf. OTNA60LT,a EPP-GR/P.CAUI-W OR OMLABDEl,CF IAP-GMP,CAU(-M DR " ELGO eEALE/EWN£vANEUNIE " %AMIE,/ PANTJELA/E TAPLl7NR ALL POINTanSET =OUR fLWLE PANEtW/E' $ ANLTIDRS ZAueC HARD{RED NERD DINA�OLT, ANCHORS (5£E¢'HED RJR SPACQ.0) (,q'ML&IF AALE�-PmaAmTE (STF SC ME RJR SPACM) Q COnG ��� (REE SCNEd/i£ADR SPACING) 4 Cont. g (SEf SCHEDULE fDR S'l wo POURED POURED C CRETE POURED — CONCRETE CONCRETE 7N\ OWRED� d • CONCRETE $ REQUIRED d REWIRED d W 1 y FOWRED O I W 1 N 3 ' W I ry f �� d 1 J ca r. W I \ 1 1 I I � I I I I'MINIMUM ] l'MDY/MUN I SE1'MINIMUMPARATION TD 8 SEPARADON TD SEPARATION TO GLASS I T'MINIMUMI W CLASS T GLASS I 6EP`,,, O,M TO 1 Ti( I I 1� i//,•m-2D K Jf,•� I JTOLTS W�7/B K ] J/J�'WING NU7®, 1 ] J/J?-20 7N� I 1 7 B':J/J2'WW HUT I 1 ,2 D.C. I I 1I ] dCent URM :ICONCRETE W o I PO EO J W I d k.g I 1 OR CONCRETE $ 1 CO CRETE POURED W I POURED K / C BLOCWAIL 0 CONCRETE _ CONCRETE EOWCONCRETER£D £O II/Bm OR CONCRETE OR CONCRETE` 4bnr. RRLEQCX� 6 Cont I I REOWRED l'MM' TT //I g 1/�P=20 12 S. T A4 P08?50!70-SET- T Ate/!,�� ae $ TAPEONS,. LK BLOCK RED NFMJ I vl W/-NUT-®120.C. IAALAC ,RED MTAD OMIABIXI, 2 y Nu IMP.a"-IN OR TAPDONS TO MateATE ^ YUT �/F.RED HEWAD cnt ACNOTS RCNDE FOR PC ) (REE SCm FOR PV) A £ WELMIE(REE HF-TOR SPGD) R N."I S£C77ON 0 ANCHOR -(SEE SOWDIRE M.v Ce9D) WALL MOUNTING INS TALLA"TION BUILD OUT INSTALLATION BUILD OUT INSTALLA=TION SECTION 2 SCALA',JIB'=I• SECTION 3 scALE:J/6•- I• SECTION 4 SCALE:J/8•- r ^' 1•M/N/MUM 7/B'x J/J2'WING NUTI SEPARADON TO DISTANCE A 72"0.G 1 GLASS I —LJ E D.a(SEE SCHEDULE ON S,i% (W/STUCCO) 6&7OF 9) 71 d 1 _ _ I 1 I y POUF d I NS �j µ7NG r® WOTOOR/Cd NC MOUNT/NC-E FOR COMBIA14TION OF SECTIONS CAN BE .IIL` CONCRETE W 1 2120*. 0, COMBINED IN ANY WAY TO SUIT ANY INSTAWTLON. CONCRE� I k BL CONCRETE OR CONCRETE �° BLOCK WALL BLOCK WALL REGU/RED REOWRED l II S Cont• MAS£E�A�AN'REm4`FAaJ I A E°^L• �e'``'�'����'T r`��T �� FLORIDA BUILDING CODE Non High VelocityHU One Zane SECTION 0 SND ��sONEDDIE FDX sPaaNc) eat�P. ........... •''•: ) 02011 DDECO,INC. 0.050"BERTHA ALUMINUM STORM PANEL LG./BE./aG. (2.25"DEEP) auw,v Br.• WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION 0. 4 7' ,2/D6/„ rrt / EASTERN METAL SUPPLY, INC IATE• SECTION I scALL-:J/B'> I SECTION 2A scALE:J/B•- r- a T : I L E C O I N c. 4266 WEST Raw.;DRIVE STATE OF ¢ WE57 PAN 6FACN,n.JJ,07 AfJ f 1� TILUT TESTING 6 ENGINEERING COMPANY 11-222 •' )C P•;• (` AA eAeR NW.JefA n RN..m,HAcuw DARDD+S n.vlee PHONE.(561)20.9-8263,FAX:(561)8,1-1716 NOTE:DETAIL OF SECDON O STUD YALD ALSO FOR y A.^,T. CORIO \ Pn�.:pnsJen-15a.r:pmJnl-8, WALL MOUNTING INSTALLATION-SECTION 2(TOP) ( \,11 EB-0006719 Prrterm+ eum ux n DRAWING Ne SS ,1 WALTER A TILLIT J PE aD m-MI /A Dem IO••••• eA FLORIDA Ue. „167 SH£R J OF 9 .AAnaT� T•�A e"m nt0 TAPOON&CAG-IN GR'I.IMLE% 7 OWING NUT ONLY ZAUCf 0 Cont. MmAlr PANLLw1E ANCH /B t1R m� IwLEA fEVAtE (5£E .IE TAP SPACNG) £.D. (�SovIDNtEWfOR ) E 0. .dPPLfUB FLWTF(JYP.) PAMLMIE AM]IDRG .0-20 S S.MACHINE II-- E.0. (VEE SG)Rntl�FOR LfiOLT YJ/ WASHE? �,}I ,.{, ELCO MA EI POINTS SOD-SEE OR svxmc) $ ®12 O.C ,I, (SEE NAL£/FEM FOR PANEIAIATE ANCHORS _ ��, 1•Mn RPOURED EOU/REp CONCRETE IIr/. ROBED CONCRETE I I I (SEE SG/EDULE rOR SPACING) I REQUIRED /' 'I ISI I I POURED _ I CONCRETE ED— O C CONCRETE o W I n r1 I ALTERN4TE OR CONCRETE W I LEC LOCATION BLOCK WALL 5 I 5 Cont. 9 Cont REQUIRED IWINIMU0 I 50 s 7/e I I x 1•R417ONd I 1•M/N70M C. SEPARARON tQ w 72 0.C, j � 1'MINIMUM I �' GLASS i SEPAL TO I T I x SEPAR4170N TO I �J V I 1'MINIMUM I GLASS 1 I SEPARARON 70 I CCry GLASS �LjS W/7/B✓i• i � I j � I. � I Lj LEC LOCATION B Cant. I 7 J/J7'WWO' j 4'0-2G x 3fY' 11 NIT•®12'O.C. .7 KING NU,-. NUT O Lm Cone i f2 0.C. I ._ POURED 'i C I PDue D ° I 8 cont &OCCKK BALL I BLOCK ALL W - _ REQUIRED I _ O OCR WALL 1y--t—I� --REOUIRED 1I'Mn / / / CALK-/N.ALL POINTS SOLID SET OR� I 1'nw. POURM CONSRere 1 PoURm mNCRLTe ,• 1• .Ecco MALE/tEMALE PANELMATE ANCHDRs iAPCQN$lAYAC,y4gpy Rm-HFM�I g 1/4'/-2G S.S.-MACHINE �m I REU¢�0 I I (SEE SCHEDULE FOR SPACING)• - DY M90U5(LKOGt OMPA Cr TAP GRIP, BOLT W/NUT&-WASHER l.1PrgN5 CN.K-9I OR an, 4lA=LCNS.GtK-llJ OR FLLV tux-w oR txm-MA1c/PtlMIE O) iZ'0.0 tT7MtE PANELDATE ANCHDR4 E D. rtAMLE PANE Ir ANCl/GES E 0. PANL 4 ANCNORs 11 cent (SEE scwmuLc rDRsPAr ) (sec SC�Eu1e Iw IvwIm) (scE scm=r tnR sPuwe) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) SECTION 5 SCALE:J/B _ ,• INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:3/8•- 1' SCALE:!/B'-1' SCALE:3/8'- 1' •SCREWS USED AT ANCHORS MAY BE 71410-20 SIDE WALK BOL W/®OR 1140-20 TRUSS HEAD BOLT /'MINIMUM I T W?@& SEPAR417O'N TO I •SIDE WALK BOLTS ARE J/4 0,J/327H/CK I H 6.2(SHEET 1�EW W1��AS PER NOTES A2 I //4'®-ZD x J!Y' E A a EDGE DISTANCE Cant 114* W 7/B (SEE SCHEDULE ON •TRUSS HEAD BOLTS ARE 11210,718'THICK HEAD B 3 ED NNS SHEET 6&7 GF 9) ANCH/NE SCREW W1 LENGTH AS PER NOTES A2& 12 0.C. R2(SHEET 1) I 1111A /Z x NOTE FOR M OF TIONS 1.0 I i IL000 - WALLIPLOOR%ME/LINGOMOUN NG SECT/ONS CAN BE °,°°,�1 ( ) TAPCDN;rAu-w OR EAroiMLE1 e¢ COMB/HED IN ANY WAY TO SUIT ANY 1NSTALLADON °°° �,�C EN$F'•. 9? FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (ucS�P""E�r�OR"sP ) ��` m2011 Rlrrco.lNc 0.050'BERTHA ALUMINUM STORM PANEL L.c✓R.c/A.0 POURED CONCRETE (2.25"DEEP) O uwN Br. REQUIRED - _�--: ; FLOOR MOUNTING INSTALLATION ; EASTERN METAL SUPPLY, INC 1 L E C 0 N 42M NEST ROADS DRAE — SEC VON 5A SCALE:3/8'_ %.•FSS.�•a••........ G1��'°,° NM�.°tJI�N;GA,I&ENGINEERING EER�lIN6lGAtC,G_InyP,N PHONE5dPALUfifACH FL 33407 40RID (�2G9B:26Z TAK:(581)841-1716 aR I1-222 B001DRANNG Ne NAL WLnRLUrAPifaa �m-I.I ,vmm ax SHEET 4 or 9 POURED CONCRETE Q II POURED CONCRETE OR CONCRETE BLOCK WALL VARIES J'I i OR CONCRETE BLOCK WL REQUIRED Mor. I REOUIREO / POURED CONCRETE OR 2'x 3'r.09J'3105 H-14 OR A POURED II CONCRETE BLOCK 6063-TB ALLOY C.M.Aum.ANGLE CONCRETE OR I WALL REQUIRED WITH ANCHORS O 12'O,C _ \\\\\\\ WALL REI£BLOCK CONCRETE 2.500•Min. WALL REOWR£D 1�n+m ,y II 1 ANCHORS r 2s00A CONCRETE �� I fl i 1/4'GAP ANCHORS ®12'0.G YAR/6 J' ] REQUIRED ALWAYS Noxl yd OR®ORO 1.000° L N 2'x 4'x.125' I OR©OR OOR O 2'x 2'x.055' - ALTERNATE LED LON77ON \\ 3105-H74 OR 6063-TB ALLDYLl \ 2"Mox. I //7''''U��1 70 2'x 5'x.055' (1 1 CanL Alum,ANGLE ] \y1 OR @ I", ]IDS-N19R _ ~J --------�--� SHEET METAL Num, Y41 4'0 BOLT 4"x H r.077" BENT PLATE O.C. 4105-H14 OR 6063-Td ALLOY W/UACKNUT Conf.Alum,ANGLE ] CASE_A (P/on.� SCALE114" CASE B (Plan) _CASE C .( Ian) CASED (Plan) SCALE' 1/4"= 1" SCALE: 114-_ !" END CLOSURES DETAILS SCALE. 114'- 1" MAX/MUM A.S.D. DESIGN PRESSURE-RATING- (o s f) AND CORKESPOINDING MAXIMUM PANEL LENGTH "L" PQURE°CONCRETE cONr. OR CONCRETE Min. SOMMI-E FOR A GIVEN PANEL SYSTEM BLoc WAU. (OPEN POsmcrr+) Po1,50 x� URED'CONCRETE REQUIR® OR CONCRETE BLOCK (REDO TAPCON ANCHORS OR WALL REQUIRED -MAXIMULI M—PANEL LENGTH ALL POINT LE FOR - (SEESCNIDULE OR SPACING) ASA.DESIGN G(ft.) - _ I ♦A0m.SNAP CAP©TO - --� PRESSURE RA17NC - REMAIN CLOSED AT NOD! HURR/CANE-CTAND'.. MOUNnNo W/ MOUNONG W/ WALL MOUNn W/ A°HEADER 8 51'HEADER 0 COMPONENT &© COM, +30.01 -30.0 12'-77" +JO.0, -J5.0 12'-11' 12'-11" 7?'-11' I SEPN1AnON -I I'MINIMUM I TO GLASS I CONT, -I SEPNIARON +J5.0, -40.0 12'-0" 12'_O- 12,-0" I TO G1A55 I 7/B'x 3/J2- WING NUT O +40.0, -45.6.. 11'-2' 11•_2- 11•_2• ] I cd EA STUD TAN1: 4 POURED _ CASE E (Plan) +45.0, -50.0 1p'-7° 10'_,1• 10'_7• I CONCRETE OR 'SER A. c I a COpNC ,r<Ir�P� T1 SCALE?1/4'-]• +50.0, -55.0 10'-0" 9'-4' !0'-0' /W I REOUIRED CONT. � '• ' POURED CON0BE7E / ] (OPEN POS/170M+) �� f,'• +55.01 -60.0g'-7" g'_6• g'_7- oR-CONCRETE BLocK - SECTION Q STUD ¢7 WALC REgU/R® TYP. 7OP180TTOM a i +60.0, -65.0 9-2• g'-2" TAPCON ANCHORS OR CONT ALL PO1NT SOUD-SET }�. +65.0, -70.0 g'_g• 7•_1• (SEE SCHEDULE FOR SPACIND) ] (OPEN POS177ON+) �f /[OF ;• ``>> WALL MOUNTING INSTALLATION - s '•..... +7ao, -75.0 6'-6" 6'-B' 8'-6' FLORIDA BUILDING CODE (Non High Veloorty o `rFd 6)' SECTION 9 02011 7XIECO,INC. 0.050"BERTHA ALUMINUM STORM PA, „ARAT:xE xx. i +75.0, -80.0 8'-2" 6'-3' B'-2" SCALE:J/6" 1" (2.25"DEEP) DRAWN Br 12/06/!1 i NOTE?MINIMUM PANEL LENGTH IS J'-G^ EASTERN FETAL SUPPLY, INC DA7E L ECO N C. 4268 WEST ROADS DW TILLIT TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL.J3407 I 1-222 ev 1 aM aeq s,sta.lax n uxDEkt n.vrm PHONE.,(561)209-82E3.FAX(561)841-1716 Pow:lSmXU1-Isla.!:g4SJB7I-1Jf y�p�,py "a 42 DRAWING Na EB-0006719 WALTER A nu7r✓..PF 9Hff1 5 OF e ROR/DA Lk. Hi67 FOR CAVA E wau2s Law i PANE SPAaNO MAXIMUM A.S.D. DESIGN PRESSURE RATING 11's P) AND CORRESPONDING MAXIMUM ANCHOR FORA OMEN Aim.PANEL 10.10 FOR PANEL ILMCM HOWEVER CH LOW PMUS BE WR FOR A cPER E.D. =EDGE DISTANCE -ASA DESGN LDID MU6I BE v£R/nm q5 PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ' SCH&X"ON SNIET 4 aF 8, MAXry/l/N WXIMUM ANCHORS SPACING FOR E A m J 1/2'•• "AUS " MAM.NUM ANCHORS SPACING FOR E A>J 1/2-•• A.S.D. APPLICABLE TO WYAR/b A5.0. APPLICABLE 70 MLUI/LM PDESIGN RESSURE RED REO IID.G,=,T �-w' SOUO-SET PAWLWIES I OF TAP-GRP SEcno&s/& PANEL DESIGN 7APCONS RED HD�Oyt4mO1T �K-w SOUO-Sff PANftJIgITS Cr TAP-GRIP SECRONS/& PANEL ANY COUSYM770 LENGTH PRESSURE COMMNA770A LENGTH lU&� ro ro ro TO ID TO To I0. w TO To ro OF THEM -L (IL) R4 DIM IO lO ro TO TO- TO W TO TO TO ro 70 OF THEM 1•(It.) �• 1 C'ONCRLTF LMMNRY CO,1GPEW MASONRY CONCRETE YASONRr L'dV.'GPEIE MASONRY CONCRETE MASONRY LOACRLT£MAMNRY (P'�•T') CG.'CREIE M1SOWY C0NCW E MASONRY CONCRETE YASONRr CONCRETE MASONRY COACREIF MASON" COA09£1E MlWNI?Y 12' - 12•++ - 12' - - - 12• - 12' - I(TOP) 12• - J2'+ - 12• - - - 12' - 10- - I(TOP) 0' /2•++ 12' 12' a- 12• 12' 12° 11' 12° 10-112' 1,9+(BOTTOM) 12• 6' 12•++ 72' 12' S' !2' 12° 12- 12• 11 1/2• 6 1/2' 1,91(BOTTOM) J2• 12'++ - 12- 12' 12• 12' 12' - 12' - - 2,9+(TOP) 72• 6' I1•++ - 12• 12' 12' 12' I2• - 11 1/2- _ $9+TDP) 12" 1 12'++ 12° 12• 8' - - 12° 11' 12- 10 1/2-. 2(BOTTOM) 11- 6' I2'++ 12' 12• 5' - - 11' 12" 71 1/2' 6 1/2• 2(BOTTOM) la• 12•++ 12• 12• B' - - 12' 11' 12' 10 r/1' 24(ROTIOM) 72• 6• 1?'++ 72' 12• 5' - - 12' 12' 71 1/2' 6 1/2' 0.A(BOTTOM) +JS.A-40.0 /2' - M'++ - 12' - - - 11° - 12' - J&4(TOP) 8'-0• +JS.a-10.0 12• _ 12'+t _ 12• - - - 12• - 11 1/2' - J&4(top) OR 12' 10.• 12'++ 11' 12 8' - - 12' 12• 12' 10 1/2- S(BOTTOM) OR 72- 5• 12'++ 12' 12' S' - - 11• 12' 11 7/1' 6 1/2' J(BOTTOM) 70'-0 LETS IZ" f0• 11'+ lY 12" 8' - - 12' 12' 72° to 1/2• 4(BOTTOM) Lf55 LESS 12•. 6- 72'++ 12' - 12• 5° - - 12- 12' 11 7/2• 6 1/2- 4(BOTTOM) 70 lY - 12•++ - 12' - - _ 12' - 72• - 5(TOP) 12• - 12•++ - 12' - - - 12' _ 71 1/2• - 5(TOP) 7Y-r7• 12• 1o• 12"++ 12' 12' 8• - - 12' 12• 12° 10 7/2" 5(80770TH) 12• 6- 12'++ 11• 12' S• - - 12' 12• I/ 112-16 1/2- 5(BOTTOM) 12' - - - 17' - _ _ 12' - - - 6(IOP) !0' - _ 1o' _ _ - IT' - - - 6(TOP) 12• - - _ 12' _ _ _ 72• _ _ _ 6(BOTTOM) - _ 8• - _ B• _ 11• - _._ - B(BOTTOM) n•' - - - 71' - _ - - - 12' - - - - 'A'111aTTOu_ 7• - _ - 7• - - - 9 7/2•P- 7 P /1, - - - -12' - - - TZ' - - - "7(BOTTOM). - T - - - 7" - - - 10' - - - 7(80770TH) - - - - - TZ' .6' 12' 12 12' 1.'+' - - B(IOP/BOTTOM) - - - - - 12- - __ 12' 12• 12- .12- - - -(TOPIBOT70A) _ 12• - 72'++ - 12' - - - 12• - 12- - I(70P) 12' B' 72 t 12' 1?• 6' 1?' 11' 11• 12" J2' 8 1/2• 7,9f(BOIIOM) + ONLY.TAPCON ANCHORS-OR ALL POW SOLID-SET ALLOWED FOR MOUNTING SECTION 9. ++ ANCHORS SPACING ONLY VALID FOR Z4A/4C AWLIN, 11' - 11'+ 12• 12" 12' 12' 12' 12• - 12• _ 2,0(10P) SEE SHEET 8&9 OF 9 FOR ANCHORS ME&SPACING 12• B' 12'++ 17• 12' 6' - - 12• 12' 12' 8 1/2• 2(BOTTOM) / FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. 72• B' 12"++ 12' 11, 6• - - 12' 12• 12' 8 1/1' 24(BOTTOM) " MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2'EDGE 0157ANCE. _ ++ FOR F.D.LESS TWIN J 1/2;REDUCE ANCHOR SPACING BYFACTORS. (MM. I/, 12' 12' 12' - 3&4(TOP) MVL77PLnNC SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWIN OR�•0 12' a• 12•++ 12- 12^ 6• - - 12' 12' 12• 8 1/1' J(BOTTOM) T81-01 PANELLMATE IS 2E1/2.AN 3 A FOR 112-IN ANCHORS&ELET ANCN RSG %it1 \•� �•~:• LES 12' a- 12•++ 12• 12• 6- - - 12' 12' 12' 8 1/1° 4(BOTTOM) TO 4p•'..V--• -�. 12• - 12-++ - 12' - - - 12' _ 12• _ 5(Top) 10-0' FACTOR N Q d1 •- ACTUAL E.D. I 7'' /DYNABa1T CALK-w SOLID-SET CF TAP-CR/P ` Ir s' Iz°++ !z' n' s' - - Iz' Iz• 12• a 1/2• s(so7roM TAPCON_ � '•., S7A7E OF ° !z' - - - 11" - - - 11 - - - 6(Top) - J• _ .B6 .75 ,78 1.00 O'C•'•:�Ip RIDPw`.••'' 9" - - - 12• - - - sA�B07pob- 21/2' - .71 .50 - .80 ��'S+/OHNE�`G,ry'AIt 9' - - - 12• - - - 7(BOTTOM) 2" - .50 - - - .......01,11 12" 6- 12' 11' 12' 12• _ _ (70P/BOTTON) 11/2• .JS _ _ _ _ NG CODE (Non Hfgh Vefocf Hurricane Zone) 02011 mlEco.INC. 0.050"BERTHA ALUMINUM STORM PANEL LG/R.E./Aa (2.25"DEEP) DRAWN BY, 12/06/11 EASTERN METAL SUPPLY, INC DAZE. 4268 WEST Ra4DS GRILE nU.IT TESTING&ENGINEERING COMPANY WN I-1716 T PAW BEAC!(f1 J3071 1-222 -...Nn SaN M.rn.fol.YmOnb C1RAmri R 31In PHONE(561)209-826.;FAC(561)LN P,wr r(Am)e»-rib.Fw a(Fa7YT1-Iblr AM _ I DRAWING Na 0­0006719 Oo m-fn r Ayr WALTER A 71WT J:PE SHEET OF 9 FLORIDA Lie. 44167 1',2•'.125,(Arm.) ALUM.TUBE W/1/4'm //4b UG SCREWS O 6• LAC SCREWS -O 6'D.C. 1 4 0!AC SCREWS O 6' W/7 1/2'A& INREADID 1/4'0 LAG SCREWS O 1/4'0 LAG SCREWS O W� RaSdWG 2'Nln. 6.O.C.W/1 1/1•Nm. - 6"O.C.W/1 I/2•Nin. l/a'Nm. EMAJION TO PENETRAnT°EXISTINGTjyRfgpID PENEDLtAON TO THREADED PENETRADON77ON TOD HEADER. WOOEXIS7)NG WOOD HEADER. fSRNC WOOD HEADER HEADER. 0.750•.500• 00" Morr. 0' 0.500' sI2z LftI J ConenI11 ; I �J �J :,: .• Conf. rte! WOOD HEADER I Canl.y7 REQUIRED • I WmD WOOD HEAD I WOOD HEADER I 1 ^• , W000 HEADER y®7n� ~•.1 •V REQUIRED m RfOWRID Y�7 REQUIRED REOURED q I 1 g I SmMWIMMMUp,NNTO g SBURAWN w 1 5m s I - 1'YNWUN CLASS ALTERNATIVE 1 4 m X 3/4•LTW �NGOIX lEK SCR 1/4 0 X J/4'aW BUADEX 1 I O 6.0.C. ,SCREWS O 6"O.0 I 1 1'NIMN7ldl 1 1•N/NIMUM I r/4.0-20 x M f � � 0.500• SEPARARON 7tl I tl SEPARARON TO BOLT W/ tl u:l' ' l__1'• 7/9•m X a rAA I cuss I 7/8'm X J/Jz I /Jz"wwc a xI ' 4nn M DMIX MUT / EVERY O )z0. r J ,500'W11Sn AN.jfM6 O O.0 I I __LL E0 I Nur O EVERY I I W1HC NUI O . 1., I SND 0/T"O.C. rE�R�,S� s cane. 1 4.0-20 X J14• I I / BOLTS�W 7/8 X J/J2"wINC NN O _ 7 Cert TUD :o Q J/4•m-z0'S S 0 4Rm.C• la O.C O-24• C. $ 80175 A la"O C. °D• WASHER _ - 1 9.0 LAC SCREWS O- LO 1,OD0' 10 Cont 7A CenG _ J'X 4'r.725'(Min.) 6'O.G W/7 1/1'AGn. 1/9 mLIC SCREWS O 6' !JI - 1'r 4'x.125'(MI. - - 7)IREADID l ENElRATION J 4b`£9G SCREWS O 6• aG W/1 f/z'IA'n. WOOD STUD= -75 Alum.TUBE(ContO 6081-T5 Num.NRE.J(CenF.) .0-M/DW/DTH-'OF PU17E. T" oTP r O.C,W/1 I��1•Nln. - .2• 'p 7HREADID PLNEM4DON O REOuiR O.. � M'a• 2J //4'0 GG SCREWS O -85 PRIAM PfNETRADON O f NR -' .< MOW101N�'P1ATE. N STUD IMI.DTH OF (FSH/STUD DWlD7N OFO MOW/D&OF PLATE STUD, M M'n.NQUIML)AND STUD, W Min.NO I)AND W/7•Nin, THREADID P£NETRARON W/2'Nin, THREADED PEN AIM INTO EXISRNC STUD. IN70 EXISRNC SR1D. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON sL/,&&mm u m- I r SECTIONS A SCALE:1/4"=1• EXISTING WOOD BUILDINGS 1,j..... "'-- GG55 I �a1�P�•CER............ , `�,1'�: �,\GENS_••.,�� �O 1 4'0-20 X J/Y• ���•', ,�1y •' LTS NOTES.' J/J7'W/NC NUf Oma— Z �Lf� I Jz•0.C. 1. INSTALLA77ONS ARE ONLY VALID FOR MAX.AS.D. DESIGN PRESSURE `, L�J (e' 7� u. '•'•• RATING-UP TO 165.0, -72,0 psY AND PANEL'S LENGTHS UP TO 9'-01, •.• STATE OF 2. 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