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HomeMy WebLinkAboutProduct Approval (2) Florida Building Code Online Page 1,of 2 Fla BCIS Home ! LogInUser Registration Hot Topic I Submit Surcharge j Stats&Facts , Publications FBC Staff ,BCIS Site Map Links �y Search.I a0a .�K' Product Approval USER:Public User Product Approval Menu>Product or Aoolication Search>Application Us t>Application Detail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived ❑ 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 ❑ Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. © Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYIeb4opODchXga... 4/23/2018 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 17-097 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING Approved for use outside HVHZ:Yes 17=097 0.050 BERTHA ALUMINUM STORM PANEL.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 13'-0"for+30,-30 p.s.f. Evaluation Reports ASD and 4'-0"for+90,-130 p.s.f.ASD for retained panels. FL11964 R4 AE EASTERN METAL SUPPLY,-INC. DRAWING See sheet 2 of installation drawing for other spans and 17-097 PRODUCT EVALUATION REPORT.PDF pressures. Created by Independent Third Party:Yes' 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch) Drawing number provide hurricane protection. 17-089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4-II EASTERN METAL SUPPLY,INC DRAWING Approved for use outside HVHZ:Yes 17-089 24 GAGE GALVANIZEDBERTHA STEEL STORM Impact Resistant:Yes PANEL.PDF Design Pressure:N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Created by Independent Third Party:Yes p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f:ASD See sheet 2, Evaluation Reports of installation drawings for other spans and pressures. FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING i 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes I Back Next ' Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released In response to a public-records request,do not send electronic mail 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 click here, Product Approval Accepts: g��F..7' Cretlit Cakd(T f °Safe. I I . https://floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXga... 4/23/2018 1 .L EC-0 IN C: TILLIT TESTING & ENGINEERING COMPARlY WAL'I'fi2A.TILL_IT,AR_-,P.E. tilteco@aol:com 'FL'P.H.1imme No.44167 PRODUCT EVALUATION REPORT eLe.d.Li"°S`No.° REPORT NO. 17-0726:02 DATE: ,July 26;,20-17 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm.Panel R"deep) MANUFACTURER: 'Eastern.Metal Supply', Inc.. 4268,Westroads Drive West Palm Beach, F10rida33407 1.-PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by W_alter A. Tillit, Jr., P.E. (System ID'#1006)to the-Eastern Metal Supply, Inc, Rule.Chapter.No.61 G20-3, Method 1 D.of the Florida.Department of Business and.Professional Regulation. This product'is-being" issued,an Evaluation Report'as.described herein,-and'has been verified for compliance in accordance With the 2017 siXth edition: of the, Florid a'Building.Code; and to°verifythat,the product is.for the purpose intended at least equivalentto that required by the Code. This Pfoduct Evaluation Report shall be'subject.to r0.00 ,and t6vision in case .of ,a Building Code change t.iat may affect its'limitations and;conditio.ns.. '2. EVIDENCE SUBMITTED: 2.1.PRODUCT.EVALUATION DOCUMENT(P.E..D ):. Drawing; No. 17-097 (Revises Drawing # 15-045) titled. "0.050" BERTHA ALUMINUM STORM PANEL (2" DEEP");,.sheets 1 thro 17 of Wjncluding_sheets 6A and 14A of 17, prepared by:ilteco, Inc.;signed and sealed,by Walter A.Tillit;. -Jr., 'P.E.; dated 07/26%20.17. This drawing, is-zn integral park-of this Evaluation- :Report: dp9p�a0ds9yo✓d,,��p 2.2. TEST REPORTS: ®®a a,. •,; ;. Large missile, impact load, tests were: performed,'�pe . r'A� _,'V `-8.0`x-199,6 standard as per section 1609.1.2 of the Florida Bul dinCq �. n Stati-Load- -v 63.55 N.W. 36th Street, Suite 305;Miami,.Floiida 33166-,Phone:(30 '8 jS Q,,,irax: (305) 871-1531 PROI)UGT I:VAGUATIUN RIsPO12T�Nn:17.0726.02, ? Tests as per section 1709:5:2 ;per ASTM E 330;: Test reports -prepared by AmencariTesfing L--abof South Florida; Report,No. 0.321.01-05;,dated'March 21. fhfu .Juffe_23, 2065, signed.b- Jose L Mir.; ATL-.Assistant Director and signed and�sealetl.by William R. Hehner t,' P E and Henry H-A P E , Report No -08"12 01=05, dated -August 12: th'ru September 8, 2005, signed and sealed by William R Mehner, P E , :and Henry Haftern; PE., ReportNo 0,19,9 01 :06, dated.July 5,,.2006, signed and,sealed by William R. Mehner, P E and`,Henry Hattern, e_ - Tensile:test reports,# 5DM=377, by d. dMLaboratory, dated April 26; 2005 aril signed and sealed by:Franii E Grate; Jr.:. P.E.,:as.p`er ASTM E $ and # 6AM-8.7, _ .. tlAW Februay9,.2006,signed and sealed by Frank.t Grate, P,E., as,per ASTM 2.3,STRUCTURAL ENGINEERING.CALCULATIONS`: Ori; 0 050'-'.B-ertha Alurhinurri;Storm.Panel:(2 Deep)for maximum panel.ongtFi,vs. tlesign wi'rid loa -ag-well as maximum_a_nchor spacing vs.,design wind load;:and panel I;ength,based,on.rational and comparative,analysis;:and in accordance,� ith section_1604".6f.the Florida Building Code :Calculations prepared by-Tilteco,:i fo.., dated:June 23,:2006.; amended May 12,;20-08 for hemmed':edge:panels, signed aritl sealed by UValter:A Tillit, Jr:,,P:E, 3. MISSILE`IMPACT:RESISTANCE: Large missile impact under section 1609:1 2--of the.Florida Building Code, as. per - - ASTM E=1:886,.E=1996 Standard (basic protection,).. 4.'WIN01-LOADS`RESISTANCE: Q..0:50,"Berth4.Aluminum.$torm;Panel (2'`'Deep}has been verif edlo_sustain_wind pressure_s:. Maximum panel length shall be ;as -indicated on :sheet 2 of `17 of Produdt'Evaluation., Document,(P;.E-.D.};,drawing :No. 17-097. Maximum Anchor Spacing shall be as ii dicated oii sheets,9, 10;, 11; 16 and 17 of 17, of Product. Evaluation Docuiiment:.(P.E.Q ), drawing No. 17'0.97., 0`.050"'B_ertha Aluminum Storm-Pane6(O:Deep) has been verified for code:compliance to work gasa,non- porous storm,zhutter-assernbly.,, as per ASTM .E 1996 Standard; qualifying Wind_ Zones 1,;2 and'3 &1NSTALLATION Installationshall'be.perforrp strictly in accordance.`with,;the d'etails'indicated on: sheets 4 thru 8 antl 12 thru 15 of 17, of Product Evjtac�ti©ix9l��cument drawing No 17=097 Minimum separation to gl'a�s+ L'a �n mated on sheets: _. 4 thru 8 and 12.thru 15 of 17, of Product Evalu� fttic"� - f ier►t ), drawing No.,'17,0.97., - ®. 4 y w: PRODUCT t,VALUATION REPORT NO.17-026.61. :3 6. MATERIAL CHARACTERISTICS"AND SPECIFICATIONS: 'Shall bestrictly in accordance with- General Notes and Components.indicated on sheets 1,-2 and 3 of I!,, of'P'roduti.Ev6iu6iion'Document (P.,E.D.),,drawing No. 1 lm'007.. - Anchor specifications shall be-as indicated on's'h eets 1;5, 61 6A, 7, 12,-13, 14, 14A arid 15 of 17, of 'D Product Ev8luation. o-cuffieht (P.I E-.-Dj, drawing No. o. 17-09.7. T. LIMITATIONS AND CONDITIONS OF'US'E:- 1.1. Shall be strictly.incompliance with General Notes.'No.,1, 7,0, 91 10 and !T., indicated on 7-sheet 1 of 17, of Evaluation-Document drawing No. 1T09 prepared,by Tilteco,.Inc. and signed and sealed by Walter A. Tillit"J_ 1:2. Produci'shall.not boinsfalledwithin HIGH VELOCITY'HL)kRICANE,ZONES as,defined on-section 16201ofthe'Florida Building Code. T.3.'N.6duct shall only be'installed into poured concrete, boncfeitd,blbc.k,,and-wood fraib,6 structures. Product Evaluation -Report:prepa-red.'by Walter X'Tilli-t, Jr., P.E. '(Florida License NO_44i&T -, President of Tiltec6'lr Inc. (Fl6rida,EB--0006719). ,0-40%vn " ;��ASF,. ......... 101 L E0 GENERAL NOTES: _. ' ANEL SHOWN DN THIS:PRODUCT EVALUATION'DOCUMENT (P E.D.) HAS BEEN VERIFIED'FOR COMPLIANCE IN._ NOTES:. h STORM'P ) THE FLORIDA BUILDING;CODE.THIS;STORM'PANEL SHALL by j BE,INSTALLED AT B:1) MINIMUM EMBEDMENT OF TAPCON ANCHORS;'S.G.TAPCONS, ELCO I,PANELMATE,ELCO'iVAS. HIGH VELOCIT-WITH URRICPNE 1 ONES (MIAMI-0ADE'•%BROWARD COUNTIES): - ' INTO-THE'CONCRETE BLOCK UNIT SHALL'BE`1 1/4". b 8;2) -3/4"0 SOLD SET',ANCHORS SHALL:BE�ENTERILY'EMBEDDED INTO THE CONCRETE BCOCK•UNR DESIGN'WIND LOADS;SHALL,BE DETERMINED',AS PER SECTION x609„OF`THE'ABOVE,MENTIONED'CODE,, NO EMBEDMENT INTO,STUCCO.SHALL BE PERMfITED: FOR;AWIND SPEED,ASREQUIRED'BY SHE OURISDICDON WHERE THESE.SHUTTERS WILL"BE,INSTALLED ANO - IF.OR A DIRECTIONALITY 'FACTOR KE,=O:B5.USING ASCE 7-�10'FOR INSTALLATIONS(UNDER 2017,'1FBC AND SHALL 1/40_=20 SCREWS'USED SHALL.BE'7'1'/2`LONG MINIMUM'SHOULD'STUCCO!.EXIST;,AN,D 1•MINIMUM FOR WALES 'NOT EXCEED'THE MAXIMUM (A:S.D.) DESIGN PRESSURE RATINGS INDICATED ON,SHEETS 2 7,;9 THRU 17.. WITH NOSTUCCO: '8.3) IN•CASE THAT,PRECASTSTONE OR PRECAST CONCRETE'PANELS BE,FOUND,ON THE EXISTING,WALL,ANCHORS: ;IN'ORDER.TO:.VERIFY'THE ABOVE CONDITION', ULTIMATE DESIGN WIND LOADS DETERMINED PER';ASCE 7=1.0; - SHALL.BE LONG SHALL'BE FIRST !REDUCED TO A S.D. DESIGWNAND LOADS'BY,MULTIPLYING THEM _'BY;b 6 IN ORDER TO ENOUGH TO,REACH THE.MAINZ STRUCTURE!BEHIND,SUCH(PANELS:,ANCHORAGE;SHALL BE,ASf INDICATED`IGN NOTES' .76 COMPARE THESE`W/MAX (AS:D) DESIGW PRESSURE„RATINGS,INDICATED ON'SHEETS Z.;7,,9 THRU 17. IN B:1),&B.2)ABOVE; IN ORDER-',TO VERIFY-THAT COMPONENTS AND'ANCHORS ON THIS P:ETD.,AS:TESTED.WERE!NOT DVER STRESSED;.A 733% ,(G) ,TO EXISTING'WOOD FRAME BUILDINGS; SEE;SPECIF.ICATIONS:SON SHEETSy)2; 1`3,;'1'4,.&.15.(ANCHORAGE'9HALL'_BE INCREASE IN`.ALLOWABLE STRESS FOR WIND,LOADS WAS yQT,,USEQ IN.THEIR;ANALYSIS..A!OURATON FACTOR.CD=,1460.WAS PERFORMED,BEYOND'ANY'FINISH MATERIAL AT WALL LIKE•BRICK VENEER; STUCCO OR,ANY OTHER FINISH­ USED FOR!VERIFICATION'.OF TASTIENERS IN WOOD; - 'STORM PANEL'S ADEpUA,CX FOR.IMPACT'AND FATIGUE RESISTANCE(HAS BEEN'VERIFIED IN ACCORDANCE'WITH'SECTION ,(D)• ANCHORS SHALL BE'INSTALLED,YOLLOWING.;ALL OF THE'RECOMMENDATIONS''AND.SPECIFTCATIONS'OF THE ANCHOR'S .MANUFACTURER. 1609.1.2.OF THE ABOVE INTENTIONED CODE AS.PER,AMERICAN TEST;LAB',REPORTS;#)0321';01-05;;'#',0812:07'05 AND:,# 0119.01-06, 02,AND;ASTM E-330.STANDAR05;ipUALIFIED FOR-WIND ZONES'1,2 ANO 3; CTION{0.NLY) 9AND.FOR INSTALLATION.AT'NON ESSENTIAL FACILITIES!AS PEFINED?BY SECTIONS, 7„'PANELS MAY'ALSO TIE INSTALLED HORIZONTALLY FOLLOWING:INSTALLATION.-DETAILS,SHOWN ONI SECTIONS.i_:•THRU-13 '62 it DE6.2E 1.OFI ASTMS E 1996=02. 7 ,(SHEET 4'THRU 8)EXCEPT THAT HEADERS'2,3,,3A;&.4 a§HALL•NOT'BE USED. ' 2.ALL ALUMINUM SHEET•,METAL PANELS SHALL HAVE 506243Y OR1300'4-11'34 ALLOY:. 8-IT SHALL'BE'THE RESPONSIBILITY'OF'THE;CONTRACTOR.T_O VERIFY THE SOUNDNESS;OF.THE'STRUCTURE'.WHERE`SHUTTER)S, •3:,ALC ALUMINUM EXTRUSION5'S ALL.BEl ALUMINUM .1 .IATION 6063=T5,_gLLOY:dt.1EMPER"UNLESS..OTHERYIISE'NO7E0. 'TO'BE ATTACHED TO'INSURE_'PROPER ANCHORAGE.THIS SHUTTER;SHALL ONLY.BE,ATTACHED:'.T0 CONCRETE;-BLOCK''OR� ��STORM PANEL'COMBONIMS! 4'ST000EO,,PLATE AND,�S SNAP CAP ARE PATENT PENDING: WOOD FRAME BUILDINGS:, ' 4.ALL SCREWS'TO BE,STNNLESS;STEEL 304.OR,316 NSI;SERIES;OR';CORROSION RESISTANT'COATED CARBON,STEEL.As PER 9::THE ANSTALI:ATION CONTRACTOR IS`TO,SEAL/CAULK"ALL'SHUTTER COMPONENT EDGES,WHICH REMAIN IN,CONTINUOUS DIN 50018.W/50.6i,LYIELD STRENGTH,AND;'90'ksi TENSILETR ;SENGTH'i&SHALL OOMPLY�W/;FLORIDA BUILDING CODE CONTACT VITH'THE BUILDING'TO,PREVENT.'WIND/RAIN,.INTRUSION;.CAULK AND SEAL',;SHUTTER TRACKS,ALL AROUND,'FULL SECTION,2411.3,:314_ LENGTH._ - .5.•BOLTS TO 1BE'ASTM.A-307 GALVANIZED'STEEL;OR AISI'304;SERIES;STAINLESS:STEEL, WITH 35 ksl MINIMUM YIELD'STRENGTH. -10.. (9)THIS;P:E.O. PREPARED BY THIS.ENGINEER IS GENERIC.AND:DOES NOT PROVIDE INFORMATION.;FOR A;SITE'SPECIFIC ,P,ROJEPT.i.e.WHERE THE;.SITE'CONDITIONS DEVIATE'FROM!THE.P.E.O: 6.ANCHORS TO WALL:SHALL BE AS.FOLLOWS,,,(UNLESS;,OTHERWISE'NOTED)'. (b)�CONTRACTOR TO.BE;RESPONSIBLE,FOR THE SELECTION:;PURCHASE ANO INSTALLATION INCLUDING UFE.SAFETY OF THIS; -1/4"0 TAPCON,!ANCHORS AS 1MANUFACTURED'BY I.LW:/BUILDEX PRODUCT, BASED ON THIS P.E-.O. PROVIDED-HE/SHE'.DOES(NOT,DEVIATE'FROM THE�CONDITIONSI DETAILED.ON THIS, S.G.TAP.CONS'AS'MANUFACTURED;BY ITW/BUILOEX. DOCUMENT.CONSTRUCTION',SAFETY:qT;SITE IS THE;CONTRACTORS'RESPOdSI81EITY: =1/,470 PANEL;MATES(ANCHORS MALE OR,TVAS AS'MANUFACTURED BY ELCO'CONSTRUCTION PRODUCTS: - -1/4"0 X.3/4 SOLID SE_T ANCHORS,.AS;!DISTRIBUTED'BY ALL.POINTS SCREW,.BOLT&,.SPECIALTY�COMPANYi (c)THIS;P.ED WILL BE.CONSIDERED INVALID-IF;ALTERED:BY ANY;MEAN9. NOTES: .(i1) SITE'SPECIFIC PROJECTS SHALL;BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR%ARCHITECT.WHICHI,WILL A:T) MINIMUM;EMBEDMENT INTO POURED CONCRETE OF TAPCONI'ANCHORSi AND S.G:'TAPCONS•IS,1'.3/4';FOR'EE00 BECOME'THE ENGINEER OF;REOORO (E.O.R..)!FOR THE(PROJECT-AND",WHO WILL BE RESPONSIBLE FOR THE'PROPER PANET.MAT,E.AND ETAO:T- IS'2, F,T 'USE.�OHE:P.E.DS - ENGINEER OF RECORD,.ACTING'AS A,DELEGATED ENGINEER`TO THE,P.E.D..ENGINEER, SHALL_.lS_UD41T'TO'THIS:LATTER At2) 3/4"0, SOLID SEF ANCHORS,SHALL BE.ENTIRELY EMBEDDED:INTO!:THE.P.OUREDe CONCRETE: NO"EMBEDMENT.,INTO THE;SITE•SPECIFIC,DRAWINGS FOR REVIEW.. ;STUCCO SHALL BE PERMITTED., - - -1/4 0, 20;SCREWS•USED SHALL.BE'1. 1/2`LONG:MINIMUM SHOULD STUCCO.EXISjp ANO.1,";MINIMUM FOR' (e)THIS;P:E.D..SHALL BEAR THE.QATE ANO ARIGINAL.SEAL AND SIGNATURE;OF THE PROFESSIONAL,ENGINEER'OF•RECORD WALLS:WITH 4NO,STUCCO: THAT PREPARED`IIT. .A:3) IN CASE THAT PRECAST,STONE[PRECAST CONCRETE'PANELS„OR(PAVERS:BE.FOUND.ON THE'EXISTING WALL AOR RER'S LABEL iSHALL BE•Ll7CATED,.ON.rA READILY'VISIBLE:LOCATION AT.;STORM!PANEL.IN 1L. SHUTTER'MANUFAz FLOOR;'ANCHORS,SHALL-BE.LONG'.ENOUGH.TO REACH THE;MAIN'STRUCTURE'.8EHIND'SUCH!PANELS,ANCHORAGE: ACCORDANCE WI i SECTION,1709.9.3;OF;FLORIDA BUILDING:CODE;:ONE'LABEL SHALL BE P,LACED:FOR,EVER( 6HALL.BE.AS INDICATED:ON'.NOTES;AA) &:A4)ABI)VE.. - OPENING.,.LABELING':TO,(COMPLY'WITH SECTION 1709:9.2•AF THE';FLORIDA.BUILDING CODE., (B) TO EXISTINGr CONCRETE:BLOCK•WALL-. - --1/4"0 TAPCON:ANCHORS AS MANUFACTURED.BY'I.T.W:/BUIUJEX.. 1/4'0 PANEL'MATES ANCHORS AMALE OR NASPAS:MANUFACTURED BY ELCO'CONSTRUCTION PRODUCTS.-, !r)(,p711 P�/�e�ol bTUkEd -1%4"0..X 3/4 ,SOLID•.SEI ANCHOR$,AS DISTRIBUTED:BY ALL-POINTS,:SCREW,,(BOLT&;SPECIALTY COMPANY. ,1 Sz T1 1.HIS DRAWING SHALL :ONLY.BE-+USED TO /. ^ OBTAIN PERMITS IN-THE.STATE OF FLORIDA Q\ /T . V\CENS' ✓gym I1�0.44167 FLORIDA BUILDING,CORE (Non.!Highl Velocity iHurrI ane Zone) '• 020x7 nnEC0,rtia 0 050." BERTHA,ALUMINUM.STORM PANEL LQ' � STATE aFP• l°, . . (2soD DEEP)( BaawN er- :. (EASTERN METAL iSUPPLY, INCi „M" •- - - - - - _. - _ - .71N,� ��� 11�, - L EC,Q 4266.wESr Ra s&as -TIUJT-TESTI - •d. ING 4W ENGINEERING COMPANY' WEST PAW BEACH,FL JN07 c .. sa,s Nxr.sau.srn 5 sm,Nut'rw'cumcns;R.yrm y Pl ONL`-(561)109=6263. 16 •r••', '.www.,.r(m;)971.1sw.co,,,.(]0'JIOT1-1'x,11 m.n: mrnrwr Kurz m.w mmmr rz 'OR4 WMO N. I ;EB 0006719, - WALTER A TILUT Jr..*,P.E: r ot6rr5-as /,y/i a. .._ .. ...;FLORIDA V 44767 .. .a. SHEET•1 OF;17. .14.701'(TOTAL.WIDTH) 8.151 (TOTAL WIDTH) 12.000"(EFFECTIVE WIDTH) -'6.0.00"(EFFECTNE.WIDTH) 7.070' 170. 1.070'"1, 1.070" 48a 1170" E(QXrAaW A'SD DESIGN'-PRESSURE' RATING (psf) AND, &GASAAR.ICABLE �I �' 0:800" (TM) .�®AS APPt caet[ r. � Z - STv'J CO_�RESPONDWG �fAXBffJM PANEL L NGTII I" SCHED F ryhQT o, ' 10.250" N, aT o -�O' N '2,020` -�2.026" ry o -12:ozo" PAARETS.AT'BOTH PANELS MTAOM AT LFrL47 y0 Q. Q. ENDS W='TRACKS ,IP ONE OF THEIR ENDS' FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES ®®®®®®0� WFm TRAcxs OR DIRECT MOIIN4BD 0®�.'OR 04k ANX/MUM MAXIMUM 14.375 (TOTAL WlD7N 8:425" OTAL WIDTH) ASD:.EDESIGNRA77 'Mox.PANEL LENGTH ! ) ) - ,iRF35URE RATING L:(n)" �', P.RES(RERAARM 'Max.,PL(ft.) NGTH 12:000"(EFFECTIVE WlOTH) 60007(EFFECTI�E WlD7H) - {µs:/.) P T) 7.070 )170 1.070' 7:070" .4.880" 170 ©.�AS APPUGBLE.. - +30.0, -30.0 /3'-0' +30.0, -30.0 I3•-O" -050"(nA), j ©•OAS/1PPUGaefE, r /1.050"(TYP.J I (TYPJ j' (TmJ +35.0, -35.0 12'c8' +35.01 -35.0 12'-0' •p N 1p N 1400, -40.0 12'-4' +40.0, -40.0 o +45.0, -45.0 12'-0' -4 2.020" +,'450, -45.6 }- -a 2.a2o'1- -I 2.020"{- OPTIONAL FULL PANEL W/0 HEA4A?ED EDGES OPTIONAL HALF PANEL W/0' HEMMED EDGES +50.o, -50:0 @1 STORM PANEL +55.0, -55.0 l0'-0' +55.0, -55.0: SCALE: 1/4"- 1' +60.0, -60.0 9'-4" - +60.0,.-60.0, Q'-6' +70.0, -70.0 8'-0" +70.0, -70.0' 6'-5" 3" CONCRETE ANC +80.0, -80.0 7'-0" +80:0, =80:0 5'-8'HORS(SEE SCHEDULE) 1-3"-{ � - rox.� I Max. 7 Min. 1 Min. +90.0. -90.0 6'-3' +90.0,.-90:0'' '5'-0,• o. o 0 0 - -90.0, -100.0 5'-7' +90.0, -100:0 T'TI-11-1 fff I 'R +90.0; -110.0 5'-1' +90.0„=110.0TH 8•_p= a +90.0, -120.0 4'-8' +90.0, -120.6 4'-9' fff U y +90.0, -130.0 4'-0" +90.0„</30.0' 4'-4 1%2." 1 0MAX.A.S.D. DESIGN PRESSURE RA77NO 3,AfA 14JUM, PANEL'LENGTH FOR,INTERNALLY REMOVABLE PANELS AS PER' W MOUN77MG INSTALLATIONS ON SHEET 7 OF 17 IS- ¢ +50.0,-50.0 p.s:L W/88'MAX. PANEL R LENGTH,, _ 14 1 MAX tA.S..1D.DESIGN PRESSURE RATING&A6AXIMUAf- GTH FOR MOUNTING AS PER ALTERNAT/VE, 71 AND 14' D1'fQ/Da/rypbsJye� ON OOH 0.04ps NDf. F 5 O8 17,RESPECTIVELY,PAL LENARE F-3"-{- CONCRETE ANCHORS(SEE SCHEDULE) I J"-{ /1111, jjq' r�+r[�T' AEN,AD+50.0. -50.0'p.s.(. FOR UP TO 708"PANEL IAox. .Mox: C 1 Arp STORM PANEL r Aon' �. ��CEv$F JP TYPICAL ELEVATION < Nb.4.4167 o FLORIDA BUILDING CODE Non High VelocityHurricane Zone H r S. 7/4"Mox. GAP t 02017 nlTECQ,INC. 0'050. BERTHA ALUMINUM,STORM.PANEL L c ) rt/4.".Mox. GAP 7k (2.00 DEEP DRAWN BY. 'O � EASTERN METAL.SUPPLY, ;INC 07,1261,7 1�. �r i.�O'INC. 268 WEST RMOS DRNE 'r ;�••• ��" 14' TILLIT TESTING&ENGINEERING COMPANY T PAW BEACH.FL 15407 SECTION''A-A - $ �� 1 PHONE. 561209-8265,FAX.• 61 841-1716 17-097 pip` '1 °�eno�e°iius7en-1Woo'vFc�N(ws�187i'_'1�latiee ( ) 15-J ~'�i..'oltl At: •r' Ee-0oae719 uv.xo oeraim• o.s, m.x. o�iw urt DR4WING N. .. r •r WALTER A TILLIT Jr..P.E. a019-045' 712/1 FLORIDA L1e.44167 SHEET, 2 OF 17 225(' 2J(i8' �.-r1l1' 0.010 OP...X 0.010 R.. T_ BOLI W/NUr h WASHER M1�. _ 1N' m 12"D.0. � w � � r 10" _ 9130'.. - 1g7. I' N "18"'� � q5� 'L. —��.. 1`p699;! :aw9• �' �, F '�` ,'�;^�`� "�� .IS9• o.g + � 4 3.aa3• Y. 1 „ n 6� - cOnL /(lC. $. c +� F.15e �. N L_ 090' 090' 09y, N PS•'0• _ T— ry. ,. ,(.. u I � I-24u �. TRACK © h' HEAQf 3O n ® "U'.'HEADER It .3?'`AlAX. ANGLF'BUILO.OUT BRACKET / -' _ SL1IF:J 9'. ;_,/,.�,r• ;Q3..3.Moxa: 'U"'BUILD'.OUT 3A• SlPTIDNAL 3'�Akx. '°U."-1BU2D'.OUT HEADER s;;vc::J/a,._i• SWE:J/8•�r .- - 'SGIf P!M1LTID ID,ANGIE ' 09J' 'J 4.0 2.ANG!£sWD -II- 091' -.17s• TO .XO _T)4' - II ,I/I',/-]0 S•S J]W Ap''I _190 .tel• �, 750 ON SEG'AO Ste ' R 7.0.G L;v L_Oc`mv 0 .. ... . t, a a r .� a SEE i � . [✓ET�Ei DE7ALL-1 I 4i g S7E '�'• n. &MRmor A 10.MINE WALL 1,75W.632 11 .2-X,5•'(�AXJx,lLB` t�7 REVERSED F ANGLE TRACK ® F' TRACK ANGLE 9Q ,STUDDED ANGLE ANGLE WITH STUD; O ANGLE,WITH STU- LOVE:J/B•'.r szuE- "-r• '.wv-rl i1e..AuoT o-•.<.//9 /' - 0.317' d 0S.30 r .225' 104-'-2's0 5. 57VD- °yT RAVED TO 3 ^ 66666 �P1A1E� . ' 750 O/2'-.0.0 I 2.760'81J' ^.. -•� 0.750' "a I 07:13" o'. • EZrY oFOr n .�' - � .0�,. LARGE:KEY HOLE'(OPTION' 1) SMALL KEY HOLE (OPTION-2) 1YA ROUND HOLE AT PANEL ae2s ('= u^•:oas 3� 709 12 KEY-HOLE AT PANEL 1©--KEY,HOLE WASHER (R S p - Ji0.5-HISINwn.I[IOI 7B6' SG LE:5/4—1• 41 281 _Ll1:J .RI.828 '.OB1•Ni L i, -- ''•,i,�"OIY4�;I"t�lL 'FLORIDA BUILDING'CODE';(Non High Velocity Hurricane Zone) 16 B O. ANGLE'u,. 1873` ®go]m7E".;VC. :0.050" BERTHA ALUMINUM,STORM PANEL ce 15SNAPCAP sc¢Ers/•' +` _ (2:00" DEEP). DRnwNer. 9a60fiae 3/e` DETAIL 11 sT11f1,w/iwNG NOT /� EASTERN METAL SUPPLY,, INC °'a2`,��." .__. I L1 C' O.a a., 4268,WEST.ROADS oRNE COMPONENTS TILUT TESTING&ENGINEERING OGNPAN. WESr'PALM MACH,.1L 33407 &]SS:tUR Jou.54 Ss 365,MRWI45 6NS(N3.rt.j �11M.-(567)209-8283,FAX:(561)84[-1710 17-097 Ftm:(!65)071-1110.Fw':I3D3)e]r-t6s1 t0i n USmRv Cv.w tasminl ORAMC N. :E9-°006719; - WPLTER 0.711117 Jr:,'P:E. dD IS-0a4 �/1 1.5NEhT.3 OF 17 \ 9 Cont POUF£A CONCRETE OR 25O" CONCRETE ANCHORS CONCRETE BLOCK WALL CONI CONCRETE ANCHORS ^^1Max, (SEE SCHEDULE) REUVR£D 1 (OPEN P0.SmON+) CONCRETE ANCHORS (SEE SCHEDULE) i 7 ttpOt. i �., 5 Cwt (SEE SCHEDULE) ` �__\ .250' FOR SP 500' (SEE ElE ANCHORS t POURED \ I I I ... NEDtKE I .500" '0 1 Max. _�.h F AC1NC). \ t , —_w E0. POURED POURED -E D. \ i CQVCRE7E ED- i I CONCRETE \ I �� _ i I ? CONCRETE I i. I REQUIRED t REQUIRED i i 1 i I I REQUIRED \ l I 'I. I I CONT. I i h �1-Min.SEPARARON 1 � h 1"Min.SEPARATION i 1 TO CLASS TO GLASS 1 I qpp i i y i ,�-t'Lfn.SEPARARON r0 GLASS OPTION it j. ; 3 CONCRETE ANCHORS .SECTION 3A 1 i �t'Min.SEPARARON y, w++ ( 3 ."I„ I/4'0-2°x 3/a' t I (SEE SCNEDUL£) i tl I ra class r I I I I I I I Iss. /e. � i I i 7/J2"WING NU7 Q I 3 I � 112"O.C. i i :a \ .500' 1' I IPQ7REDJ' t I 'I CD, ETE ED. I I I 1 I I OR CONCRETE 4 BLOCK-iI iIji scrDrtu»t R£U1REONCRETE ROOMED O1 / CONCRETE CONCRETE OR CONCRETE CBLOCK WALL � BLOCK WALL BRuL£JRy✓�a J' COM. REQUIRED IT I 1MnSEPARARAN (OPEN POSMON TO CLASS +) SECTION ® ANCHOR (s£eCsGHEDULE) t I1125" ANCHORS - " opn� CO � a . A4— 1 SECTION JA- I i B cnnr. I ; i crurr. WALL 40UN7ING INSTALLATION SCALE:7/2 1' tl-20 x SECTION®ANCHQR SECTION 2 ///////, f//l/��i waa I.mB` ;. i, IWNG Nur 32- PDUREtY-' 12 f7:C. i7 I I A FA STUD CONCRETE' I OR CONCRETE / I I POURTO'CONCRETE OR j I t 1 I CONCRETE BLOCK WALL t 1 N BLOCK WALL REOU/REO. ED: REQUIRED REWt t t 5CONCRETE I I 4i E D. n EDGE DISTANCE 7/B' J/J2" Cont 'E.O. OR CONCR y NTNG Nttt rD tl: (SEESCHEOUtE ONRY (DFEN PDSRJON.+) RBLOCKEQUI WALL I 1 EVERY STUD SNEE75 , Q jCONCRETE DUCE)REQUIRED ' (SEE SCHEDULE) I I SECTION L� STUD 12o.a !Ei:� TYP. TOP/BOTTOM � WALL MOUNTING INSTALLATION 72 �� I pj1//;O;er6flUrTlIAISTALLAT +Rm.SNAP'CAP(1 SECTION 4 q r REMALN CLOSED AT MUM SCALE: 1/2'- T- NATE FOR COM6110TiON OF SECTIONS+ 1q �� �`x•• HURRICANE CONDITIONS. 9 Cont. 11 �,•'• � � SECTION V STUt7 t 1CL ' 1'4• . t,. WALL COMBINED I tNC'SECTIONS CAN 8E -\t �' 4 q � FLORIDA BUILDING CODE (Nan High Velocity HurricanBl Zone). WALL MOUNTING INSTALLATION COA7B/NED TN ANY WAY FO,SUIT ANY/NSTALLARON. ; � � ��� e ®20r7 m1Eca,TUG. 0.050" BERTHA ALUMINUM STORM PANEL tC. SECTION 1 SC4LE: 7/2'« 1' (2.00" DEEP) ORIwN-BY.' Na!£:DETAIL OF SECTIN'0 STUD YALIALSO FOR „m +•�er•�� T11 Q ; EASTERN METAL SUPPLY, INC n��e tNTALAT0N-SECTION 2(TOP) 425B WEST ROWS DRNEWALL MOUNRNC /7 TILLIT TESTING&ENGINEERING COMPANY (551 PAW BEACHX' 5340717_097 l"}ptryy V c%a xW.aau,szn ss...w+.wa:xrt ca>myxs,R.n1N PHONE'(567)109B25J,6fA#(S61)D{7-f718' P1F.� ryl clue•:(SosSa'+�0006718(wa7aT1-laaf. ori atavm+ wa DRAWING No • rrrr. WALTER A,TILUIT.Ir „'PX. �la'°o r/re/1 a� SHEET 4 OF 17 FLOFUDA Lic.44157 718- SOLID SET{OR£LCO mble.,PANELAf4TE'.OR S.G. TAPCONS: IWNO•NUT"Off• _ 4WRY STUD) IY/I/q 0-20 SIDEWALK BOLT OR's® a 421�0. C. ®p.oR,® CONCRETE ANCHORS - E D.. - __ CONCRETE ANCHORSI, , ATES (SEE SCHEDULE) SEE;SCHEDULE)\ `E D ®OR 7 W/!3 W/1/4"0-20 TRUSSHFAO 8017 2+ [OR S¢ TAPCONS C.t• ' f'M CONCRETE ANCHORS E D.' ( \v I O - _ - F' o.k; (SEE SCHEDULE I (SEE:SCH£_DULE FOR SPAC/NC) I' �g REQUIRED,' ) POURED CONCRETE IIS• I "'� POURED CONCRETEI REOU/RED 1 ..a(I j• j - 'j q POURED y„ i 1. I � . �.�� POURED 1 lei •I. o., ;ALTERNATET BLOOCK tYALL W CONCRETE I j 1 . REOUIRED I I R'CONCRE/E j L I I I - ,11I ILEG•LOCAT70NJ� I', I R£OU1Rf0 •;..t' zz "cont 1.114"0-20 j'.,ars. ' 7/a� I I lul II I I' W I, I 1 - i. i I •I t=i I x'3/37 WMC:N I 72=aC.' is - .. ' I: I 'h I I .I' I •-. , �- '.I I it , ,• OPA�N if. I d I 1•�.. _y,. I, ; I I Iii, 'I 1 'I. 'CONCRETE ANCHORS (SEE'�SCHEDULFa SECT/ON 5A �'; I' n '� I ! x• :I 1 '; ' a I I, �,1. Mh.'SEPARATION it I _ I 1' I''.AIn:'S£PARARON f I -:"1.. I ;70'CfA55 it ,�1-AVn. GETASS RON I ! w o I. I, ppp I 70 POURED 1 -'CO NCRETE Ir I ;I I� I i� :d I AF UIRED I, I. W 1 �j I 7/B'x 3/32' o I f/4 0 10 WING :�'. EVERr 51UD ;I J/4 SS.:'BOL/S 'I,w/7/a J/J1 1 J r I I ca 1 I• ®12',0.'C., IIW/NG NUT'O t POURED I i.1Z5 j 12 O. CONCRETE OR CONCRETE 1 .1 I � L 1 Cat 'REQUIRED'" I I - '¢ I .. .'OPTION'/12, .'. '.; 'POURED CONCR£!£ I '1 POURED CONCRETE I I' 'j 'i I 'REOWRED RED 1 SOUD SF7',OR ELCO mole'PAN£LAy1TE OR SG TAT'CONS SECTION 5A CONCRE!£'ANCHORS - ' E. . CONCRETE ANCHORS .. i I(SEE SCHEDULFa (SEE SCH£DU/F), - E p• / ®'7©OR,® W/1/4 G-20 SIOEWACK BOLT'OR® / CE/LING::Bc FLOOR MOUNTING ®EE SCHE ULf PoR SPACING)0 7RUSSNFNI BOLT,++ r i i a NSILING &TQ LA ON FLOOR'Si kOUNC ON/B W ITALL•.4'.TION -- SECTION 7 L)I Ecr WALL SECTION' $MOUNTING .INSTALLATION' (D: lbt) I I I �1 Mn-SfPARARON' - 11— GALE: 1/2'a:1" .. I. COSS I I I 7/8''i'9/J2•.,. SCALE I I i I W/NG;NUT©, ;SCALE 1/2''m1' El ffn'STUD� Cot. I; 1.125 I 1 J. . Or ' POURED CQNCREJE '� I ,; .E D, �.,£DOE DISTANCE pp `� ✓<S� - CONCRETE ... •T ' R£OUIRED ((SEE SCHEDULE ON- y � c� (� (SEE SCHEDULE) BUILD G.CODE{Non High Velocity Hurric8ni Zone) . _ ND �41&7 (FLORIDA 1N m2Dtr..riu£co,;lxc O.D50" BERTHA ALUMINUM STORM PANEL a. NOTE FOR•COMB1NA77bAF SECTIONS: - - "- b (2.:00 DEEP,. ,DRAWN Sr., • BUILD-OUT 8£ 'FLOOR ,MOUNTING WALL/fLOOR/CE/UNC.MOUNTING SECTIONS,C•AN BE - "\� -- CO SINE 1N ANr WAr!TO SU?`AN)'.lNSTALLAT/C7N. Tf..: �'�-,\ im EASTERNs METAL SUPPLY, INC DpjE INSTALLATION SECTION 1'5- -. - f 1 TILLLT TESTING ENGINEERING COMPANY; 4269 WEST ROADS DR VE,. -.: S .. 1\ pp.. aiv TING GI O )aTl-ISMPA AWB )t' 3 A F�(rppf'�p 1 \ , V IoItlAL�' as PHONE`(581)208-926FAX'(5b JB4lrl776 r 17-097' .' rtr.re o�snw o.n er . as �� yn DRAWING No SCALE.1/2' 1- .....aall+ EB-0008778nu ,. WALTER A TILLR.JY.:P.E FLORIOA U 1 1. 1 - ,SHEET 5 OF 17,, CONCRETE ANCHORS SOLID SET OR•ELCO'mole PANELMATE OR-S.*G'.TAPCONS (SEE SCHEDULE) E. D. ® 12 OR 12A W/11470-20 SIDEWALK BOLT OR ® POURED T 7/80'x 3/32, CONCRETE ©' /O // ""—' BOL•T,+ + WlNG NUTS ® 12""O.C. REQUIRED E0.- I 1 f0. (SEE_SCHEDULE'FOR'SPACING) AT PANELMATES OR O 1 W 13-W ] 4 0 20 TRUSSHEAD I S.G. TAPCONS I I I 1 i I j 4 Cont. POURED W REQUIRED D. EDGE DISTANCE REQUIRI. I I I I. 1 I• E. (SEE SCHEDULE ON SHEETS•9 & 10 & 1 Li 1) W 4 �7 Min. 'SEPARATION' j, i NOTE FOR COMBINATION OF SECTIONS , I TO, GLASS 1"Min. SEPARATION I i WALL/FLOOR/CEILING,MOUNTING SECTIONS;CAN BE' � 1 1 W oW TO GLASS, 1 v 1 1 y' COMBINED IN ANY WAY,TO SUIT ANY INSTALLATION. I r ,I I I I I • ,H. I I 1 I � 1 Z {• I I P SID£ WALK'BOLTS ARE 3/4:0x3%32"7HICK Z HEAD.MACHINE SCREW'W/LENGTH j I I I R' j 7/8"'mix 3/32" i j• ,i - a AS PER NOTES A':2 & B.Z (SHEET 1) 1 II I wl I WING NUT® + + , 1 Z EVERY STUD WING NUT o TRUSS HEAD BOLTS ARE 1/2 dx1/87H1CK o ®' 12"O. C 1 a g HEAD MACHINE SCREW W/LENGTH 7 .m x 3/32" I I AS PER NOTES'A.2 &B,2 (SHEET 1) I ®� I I I a, I ,I. 1 I 1. EVERY STUD 1 I• i I. 1 I. ® 12"0. 0. Cont. I. I ALTERNATE LEG, I 1 h o 'POURED p I' 1 j LOCATION CONCRETE_ Off CONCRETE --- BLOCK WALL �"� I REQUIRED — POURED I I „ r I 1 h o, 11 CONCRETE I 1 I I N I I I j EDGE:OF L] 'REQUIRED SCAB IF CONCRETE ANCHORS - 'CONCRETE ANCHORS�� APPLICABLE ;(SEE SCHEDULE) (SEE'SCHEDULE) ED. 10 CEILING & FLOOR;AbIDUNTING INSTALLATION cont. S IM-7iJi� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL 'MOUNTING INSTALLATION 110.4141U ©201771LTEC0„INC. 0.050" .BERTHA ALUMINUM, STORM PANEL (.C. ' (2.00",DEEP) DR4wN By,. SECTION 9` EASTERN.'METAL SUPPLY, 'INC °'aT`,�117 4798 WEST RHOS DRIVE' •,V F TILUT TESTING&ENGINEERING COMPANY' WESF PA-BFACN,-—07 SCALE 1/2u= 1"" _ /.••• '�i��11R 0.l]9 NW.]fiN:54 Sk']0]NNcn WroEnR'R]]106 PHONE.•(56 7)709 BT9J.'FAX.•.(561)64_171617^,097 ]A Pbme:(00570)1 19]0 P (]05)0)1-15]I �. ,Wtt OROfigi; DRAWING N6 • nn OIC' ,EB-0°06719 .. •'.V, MAL,, 'VlALTER'A.TIWT JO.,P.E; I .an is-ws UaNr •a Orl ' �br/��i1 FLORIDA.(ic.44167 s 'SNEET 6'OF 17 a'. - - M4X 3NAX• - - i EXISTING 1%4'MfN. @RICK�VFENERIX67TNC PEIJE7RATION.TO I,1/4'MfN. J�2 BRICK VEEN£R` i CONCRETE BLOCK a .. '' PENEIRA77ON:70. . CONCREIE'.BLOCK - &2'TO�CONCREIE b .•.- - &'2'TO;CONCRETE 4 a, y �� _ __ _ COII}. 0 $ConL h � e �W I I •� - I' I I I=G P.Cx@'ELCO male, / IX/SBNC " i' POUREV CONCRETE. PANELIlA7E TVAS ANCHORS'OR Y 4.0 STEEL ANGLE LIW£L POLL REQUIRED i i �PANECMAToRES,(SEE S-ECO MI L R SPACING).S7EEL:ANGLE UN7EL I II I OR CONCRETE WA T EOUOED ;-4CONS OR/CO oaf 0£LCO'MALE, AS APPLICABLE •', i, I .. 'o • OR CONCRETE BLOCK S APPLICABLE / _ 1 1 I I 1 1 ;PANELM IES(SEE:.SCHEDULE;FOR SPACING). 1. II I I OPTIoNif SECTION .11A, y SECTION 11A I 4'Min.SEPARATION 'I TO.CLASS I I I I 1 ;1. h I I iE EXISTING BRfCK';g - 1/4 -204,3/4, •I %'' .S.S.BOLTS.W/718 . .WING Nur®' 1 I ` fro.,f: £.'f1: £OCE DISTANCE (SEE SCHEDULE ON_.. 1 r/ I I I. SHEE75;9`&10 - �j PENF R4TION1KT0 j '£X6RNG P I 1 'I. .. +A- .I QTNCRE7E BLOCK .I TING S I. - 1 _ .. BIDE W C&ISO 75 ARE J/9bxJ/J2"TN1CK HEAD MACHINE SCREW W/L£NCfrI, C,2'-10 CONCRETE'' 'APPLICABLE I,' =F0R00fi6IAl7OIVOE`SECTIONS: S PER NOTES A2,&B.2:(SNEEf 1) ++UNRNG SECTIONS'CAN BE' jl%g_bEAD•HOL75 ARE i/2 o B7HICK D SU?ANY'lNS7AL[AnOM HELD NACHLNE SCR EW.W, S.PER NOTES A2&,B.2(SHEET 7) I I I 1 1`Io�l�aiiiT1 �� 1 1 ECISMIQi 1 VMER ;'. POOREDCONCOCE, �lAPCONS,OR r/•a'�To.'ELc a FLORIDA BUILDING CODE (Non Higfi'Velocity Hurricane,Zone) r 4 7 OR cONCRerE ecocK PRNELMATE IASANCNORS OR i/4-'e ° :I ? ozorz.mnxDKwc 0 050 BERTHA ALUMINUM'STORM PANEL LLL WALL,.REQUIRED 0,M1LE` No 441'6 'PANELLTATES(SEE'SCHEOULE.FOR.SPACING): ;* ; (2:00' DEEP) PRAWN er• 07/26/17 A EASTERN METAL SUPPLY, INC am. BUILD OUT-'INSTALLATION' - IL E C O�Nc 1268"Y£5T aaDs LRJE SECTION 't f 'r r\,�4 TIWi TESTING a ENGINEERING COMPANY WEST PAW BFACN 2 31107 1` svi N au$L�9r 1oaNI61w vmFH;.rt alma PHONE(507JI09-87BJ vAx.,(asi)e4r-rns 1Z-097 S 1,r`V'1• Pbna 1501 871--0O F (301}171-1511 m.w ®na u[ cv.w 0®w DRAWING,No SCALE.:'318'= 1••' 1Y 114`F` EB-OOLUT'J 1 .. WALTER A: Li..i r..P.E. m'1a-au :01/1 a S.EET!GA D7.17 ' FIAf00A Tic.44167 , -ADJACENT 'INTERIORLY ADJACENT' �� 4' 1/4"0;GIPCONS PANEL REMOVABLE -PANEL ., STORM PANEL .CONCRETE ANCHORS' / ®6'0.-0 hAO TO, I12'Min: 7HRFAOED }{ /4'Mox GAP' 1 4'''max., GAP AT 6.•0G "�• a / T0,EXISTING WOOD! b valo .POURED ,W \ '.I p ' CONCRETE I OR'ANY 07HER / All T TOP TRACK; / N SECTION' B— OR ANY OTHER ` Con4.. 2TOP TRACK SCALE, I t/2 -<•,p1/4'=70x1 SS !! Icont 5/Of1YALK--BOLTSWOOD W/7/B'X J/J2' - - REQUIRED WING'NUTS,-'AT �i OVERLAP i ,T'; -10, , i0 81{8077) 12A;128 8 (BOTT) Z, ADJACENTr-'111DTYALK BOL75 :PANEL 7/8"X 3/,32 INTERIORLY /4 20x1''NUTS AT REMOVABLEAD✓ACflJT, 2SEWALK BOl7S iR�??- STORM'PANEI. I ' ' OVER/B ' 7/B -1112 i 2� I 1 PANEL - I 1< W/7/e•x�J/J2 �' I } MiTO GLASS TION I' i - 4 WINC NUfS AT 1`gra CUSS rroN , (EVERY STUD I• .g ." 'D 119'12'•0. G, B B POURED CONCRETE 'OR.CONCRE.- % I. ".J W / I ;BLOCK WALL: Q -Ij 7/8 ;REQUIRED: W; % WING NU7 8 fVE72-0.UD \ 1 .®'120.G: `O PLATE R£0 D 4 I 81 / 1/4 o E1O7 PANELMATES - - SOLID'SET OR SC TAPCONS� I - x 1 ®,2',.STUD, OR S.C.'TAPcONS W/3"•MIN. OR',PANELMA7ESrANCHORS_ N_ ON A 1. . ®6'OX-AT.AAIACENT' :. R U,Ep 0. C OFADJACEM PANEL 10TH :PANELS ®. LSA &'(BoTr) rzA,:1zB s (eorr), WALL MOUNTING 'INSTALLA•T/ON, WALL. MOUNTING' INSTALLA-TION SECTION .12A SCALE; 1/2'- I' SECTION' 128 INTERIORLY REMOVABLE' STORM PANEL INTERIORLY REMOVABLE STORM -PANEL :SECTIONS PARTIAL ELEVATION MAX: A:SO DESIGN PRESSURE RA)ING:= +50.0, :-50.0•p:s:f SCALE.r/7/2'< /• � - n//sOyiiy�+ 411}}11 xVA K:. .•, ., ,1145�@: �,�C EI�i�S w - - \� FLORIDA BUILDING bODE (Nori High Veloctfy Hurricane Zone) NQ 44'i67 ®Tori nLTEcgyNC.."- ;0.050 BERTHA ALUMINUM STORM PANEL Lc.' LEC (2.00" DEEP) aRAWN,TY" C �4 { TIWT TE!INO h ENOINEEORNCNCO/IPANY` EASTERN�T68 WESTLHSUP�PLY, ;INC °'/3S/" ��`•al R!r`. 4I6B WEST/7d1D5 GWB �,�1\� asss raw au+.'S6:'al']0a x6crA a.9Da4 n.si,ae ,PHONE•,(561)109-6TBJ1,FAX(561J6N-.1716 �707 -�97� _VJO'• �.�p\G\ 11. IPMm (]OSpil 1600-.(m,(]0579)1-(SII - mow: d�c' . EB-0006719 TPAW/NC;Ae an.n r.a. oan i.s' Wp1TER'A:IILN'il.,P.E.. _. •'��_�•.rrr• .. FLORIOA'Ue.44187. a . HT, 7 OF 17 POURED CONCRETE- ",59 ' 20 S'S;MACHINE' 'OR.;CONCRfTE BLOCK ' NUT.&WASHER' •WALL.REQUIRED . G. CONCRETE ANCHORS 7 8' ./ CONCRETE,ANCHORS(SEE SCHEDULE) WING NUT,®. I, POURED'CONCREIE ®12'0.X. 2.500' -E*W'STUD - Nin' _ CUr PANED• WRCONCRETE BGOCKW,12'0.'C:: WattCONCRETEANCHORS POUREDf_pO.:QaCONCRETE. REQUIRED ' I 2'•x.055 TO - ALTERNATE LEG,LOCYIPON y, 2 2",,5', ass cope iil� I I Alum GLE R 060 3,10,-H754 SHEET BENT LAM I • J105-H74 OR 6063-T6 ALLbY. o� METAL Al m,., P t - ,... ' _- Cont.Alum.ANGLE ...... - F',Min.SEPARATLON- 8� '.,• TO GLASS `CASE A "Plvn) CASE C` (Plan.) i i �I": SCALE. p/4'= i' I I WITH 76-ALLOT,JZS lO5i l .A OR WgH AA6-ALLOY COnL,Alum�ANGLE IN I i t 00, 7/8'x 3%32' '4 -- ° I WfNC NUT® i k; �PANED ol-GAP 1,000' 'IV 0.C ' I . . ,I E YAMS SCR .EE BLOCK 'REQUIRED' POURED;CONCRETE . .I r 11 Cone OR CONCRETE BLOCK is .. - - WgLL;RE VIREO / CASED (814h). POURED.CONCRETE, . •L1 Ili: SCALE 114 = 1' REQUIRED }��• CONCRE7E'ANCHORS -///' (SE£'SCHEDULE)—? I —E D. n ._ 1190'c L las �j X '!BClILD 0LT DISTANCE 127En(lYP)'. CEILING A FLOOR' MOUNTING• %NSTA'LL—VON _'SECTION' 13, l: csz ' 1/4"0'BOLT '4"x 4 x 072'._. 'E.P. £OCE OfSTANCE• _ ®24e H ., J5.,H14OR -T6 ALLOY 5SHlElFG%& W JACKNUT' C°nlAfuM.ANGLE. ' - - ' rioi{;POR,'QDueaiAnLiN of s£cnotis:- CASE 'B' (Plan), CASE E (Plan) 'WALL/FLOOR/C£lLI/JG MOUNDNG SECTLONS CW,RE :SEACE.'• Y`4'_ -1' C sP�t A T/� END -CLOSURES DETAILS OMB/NEDWA ANY WAY TO;SU?,ANY INSIALLATLOM:` -- . �/rte Y. ( s r ,�'I `-GENS . 0 44;1'67 _: ' � �. FLORIDA BUILDING CODE Non Hi h'Velocit Hurrlcane.:Zone ogol7nE]Eco,Ng; 0.050' BERTHA':ALUMINUM STORM'PANEL tc. i {Y (ZOD DEEP)` DRAWN BY nWr 7E'IL: STERN METAL S•URPLY, INC C , E�O�aC _ DRNE t EA ' 4268 Wf37'I7MD5 M407. O D &ENGINEERING COMPANY WEST PAW"BEACH F!. i'7-097' 4, G]SS 11W]BN 54 hie.]a9 NRCNu-cHm°5,fl.]]I68 PHOID(561)209-8263, FAX•.(56!)841-.1716: % G�.111 %nnv:(SOS)])I-t]SO i (]0.5)871-1511•'... •. Iris DR4WINC No ,'.E 10006719 •• WAISER 0.'fILLR,Ir.,P,E. -• - as 6-au /.m/ •�"' FI.aRIDA Uc.44167 6HEEt'(i 11f 17' MAXIMUM A S D 'DESIGN PRESSURE RATING (R s f) AND CORRF' PONDING a Jt�s7ns 9N(?IOR SPACING SCHEDULE FOR MMLUTIONS IN CONCRETE AND CONCRETE'BLOCK STRUCTURES AS - .. H4tt4A1 AM1L9p.'S�ALThti/OR E'a.-J r/2_"Ii _ APm..;LE ro'. - 'W!'ANY- LLIAAAN 41CM1FAS 6PA^14G£aQ E a`�;a:I/1�s s. - SELTAj A W.1LNY 1A.1ASa OESCN YC6ttlg,/S IN#I1W'➢M'J. ➢FESWf REGLYAR TAPW16- _ SIXIp SET SC.rAK'W- - ➢AraAu1F5 -PN1OIaJE-N.S AW.WY3N+iw ID.GM 2"(a) .➢R6suR� RR(A.tP iAttY4S� SpLO'.4T SGJAPGIYI' ➢/NQY116 ➢A'IELN/E'/VH :AxY Gne2PUIpN' !EACH 2"(R.) ". RAlNG(Pi4) IO C'OhYR£IE ro LLLTG4'/p' TO LYNYI3TE TO MASGIRY JO OOA'LVETE To ulsoW I.co,RM To 1MSOIM' ro fDHtYaiE r0 AttSLNNl Lk RlflL - RADA-J.(➢.a/.) TOO-!0 1LISbWY Ip GY1G1iE IO Y4m'9!' IO C(1fSRt]£Rl HATOMY TO COVCRC)E N.YISO.�141' iO C0.VOaIC 10 Y.H0.�RY pf Il1EY 1 12'- _ N/A 71' NIA 72" NIA : 12' NIA 12 _ NIA1([OP), 12' WA 12' N/A I2' NIA 127 N/A 12.' N/A 1(TOP) 12 11• J7' 12• ' ' 12." %2' 12' 12- 12' 12-__ 1(eorroM) !r 7- 72' 12- 12' 12` I2 12 17 Ir 7.(BOTTOM) 12- NIA Ir NIA 12' WA 127 N/A 12- ,NIA 2(TOP) I X12' N/A 1' N%A• 11' N/A, 1.2" N/A 72' N/A 2(TOP) 9" 9' 9- 9' 9- 9' 2(BOTTOM) 9' '9' 9' 9. 9• 'g• 9' 8.' 9' 2(BO]TON) '9' NIA ':9- NIA 9- N/A ;9' N/A '9' N/A J4'(TOP)'' 9' N/A 9-' N/A B' '_NIA. '9' NIA 9' ' N_%A J<'(TOP)I 9' 9" '9' B' 9' 9- 9- 9' 9" 9 J(BOTTOM) .9 9" S' 9- 9' 9' 9" 9' 9'r J(BOTRIN) Tr 11' 12' 1 12' 1 12- 12- 12-' '12- 1. 12- 4'(TOP) 12- 7- 1 12- i?" 12- '12' 11' 72' i2'' 12- '4(TOP) 12 '7 T. 12' 11' 12' '12- 12' 12' I2" '12' 4.(80770M) 12➢ T M- 12' 12- 1. 72' 12- .12- 1r 4(BOTTOM) 9• NIA 9' ;N/A 9' N/A 9- WA 9.- N/A N(TOP) 9"' NIA 9' WA 9' N/A � 9,' :NIA 9" NIA 54(TOP) 12' NIA 12' 'NIA 12' N/A 12', N/A N/A NIA 3(BOTTOM) 9' :NIA '/1; NIA 11' N/A: :12' N/A. N/A N/A' S.(80710N), / I_ I I I / a ) / I 12 NIA. 121' N/A : NIA. N/A' 5(TOP) IZ' NIA I2-' NIA 12' NIA 11 N A NIA •N A 6 OP 9- NIA fl•7/1' NIA >40.00:R90.0 12- WA 112' N/A 12- NIA, - 12" N/A N/A:_ NIA' 6,(6071OM) 9=0' !90.0-90.0 9'OR OR N/A 11% N/A 12' NIA '12'' :N/A N/A N/A' 6(B07TOM) ;>B'_p' LESS 12- N/A 11' N/A 11 NIA 12- 'NIA N/A NIA 7(TOP) LL's LESS 9- NIA 11" N/A 12" N/A ',72' �N/A N/A N/A' 7(TOP) 1301- TO 12- NIA 11' NIA 12' WA I2- ,N/A NIA. NIA. 7(8011010 9• N/A Ir' NIA 12- WA .12- NIA N/A NIA 7(BOTTOM) N/A, NIA '1' 12' 12' 12' 12- 12' ! 12' ]2' B,(TOP) 'NIA WA 11'- '12'4 12'A Ir° 12"A 11'r I2'4 Ir. 9(TOP)' N/A N/A 12" 12- 12- 11; 12'' 12' 12- 12, 8(BOTTOM) N/A, N/A 12" 12'I' Ir`, 72'! 12"e 12y 12'1 72'" a(BOrmur,, N/A' NIA 12"' 11' 12' 12' I27 12' 12- Ir 1 9(TOP), N/A.' N/A 12's 12'- 12?. 12.1 12.1'. 121. 12.'1 1217 9(TOP)-! 12 i1' 12'' 1. '11" i2' 12' 12' 12' 12' 9(80TTOU) Ir 7- 11' 12- 12• 7r 12' 77'' 12' 12'r 9(60770M)' it N/A 72' N/A 12' NIA' ;12' N/A ,WA NIA: `10(TOP) 9" N/A It;1/2 NIA' 12- WA 12' HIA .NIA NIA i9._..P (TO) 6' NIA 6' N/A, ,6- 'NIA` 6- N/A: ;LJ%A NIA 70(80TTO.V) - 6- N/A, r 6' N/A 6' N/A '6' N/A N/A' N/A IO(BOT/ON) 9" N/A_ 9' NIA9' NIA 9- NIA 9• N/A IIA'(TOP) 91- N/A 8• N/A 9' i N/A '91 'NIA g- N/A IIA(TOP), 9" 9" 9-' I 9... 9" 9. 9. 9. 9" 9' 11(BOTTOM), 9' 9.,. 9- 9 9. 9. 9• 9., 9. 11(BOTTOM) 6- NIA 6' N/A 6- 'NIA. 6" r NIA' 61 N/A IJ(TOP) 6. N/A 6., N/A 6" N/A 6' N/A 6' N/A '13(TOP) 6' N/A 6' N/A 6'- ! NIA 6• N/A N/A N/A '1J(B(Jlrom) 6- NIA N/A 6' �1 USE 6'GC'FOR MEL,UNGTHS LARGER THAN.16'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS-£OLAG:OR SHORTER THAN 10'-0 ..MAXIMUM ANCHOR'SPACINGS ARE V"FOR J1��1'EDGE FA D15TANCE FOR E.D.LESS J IA ANCHORS'LEGEND' REDUCE ANCHOR SPACING BY MULTIPLY)NG SPAC)NG SHOWN ON SCHEDULE BY THE.FOLLOWING FACTORS FORTIS 'G:D.FOR SOE PO ANCHORS IS J� LESS T S OPENIUM TO IN IN IC4 E.REDUCED SPACING OBTAINED US/NC FACTOR SWC NOT BE ANCHOR TYPE ANCHOR. LESS 7(!M'MINIUM SPACING INDICATED FOR EACH ANCHOR TYPE A7 ANCHORS".L£GENO, ...I•SPACING FACTOR ';TAPCON'(REGULAR OR S.G.)PANELU47E OR PANELMATE NAS. S" E.,D_ EDGE DISTANCE ACTUAL E.D. DPCON(R£GULARI S.G.TAPCON,PANETAW7E OR PANELM4TE-;TVA5' SOLID:SET _ - SOLID SET J• 1.1/2" - .711 .50: of 1lFOI/O>o n �a ' '/T" - - F it FLORIDA BUILDING .CODE (Non High:Velocity Hurrl_cone Zone) M.44167- 02017 TLTECO,INC. 0:0507 BERTHA ALUMINUM STORM PANEL Lc y • _ (2.00" DEEP)r ORASN BY.. _. _.. - .07%26117 �o EASTERN METAL SUPPLY, INC DAM' yIL E C O.N.. 0�• (I/f'}'{/�,'�\/ •t/v��e WEST V TIWT TESTING&ENGINEERING COMPANY WEST PALO BE1 ROADS �07 PNONE:(161)209-8163,FAX. 561)841=1716 17-697 . 61�/r 11 0}5g a6U 6l,5 ]0!WiGHW 4ARD0R iL'Ja1L5 VV f+Mm:I�+`IdT E13-OOD67 r (]WIBThr551 - ORAWING'N. 719 ' a6 rs-au 7/syr 1U l`1L WALTER A.TILLIT Jr.,PE. nvtSHEET FLORIDA fie.44167 9 OF 17 A09M&S.D. DESIGN PRF•'SSURE RATING (L-sl Y AND 40RmP='m ' AXAM-H SPACING SCHEDLi ,FOR INSmA ww IN 'CONCRETE AND CONCRETE. BLOCK STRLrr'TC�FS dWP9Ud•. YlmmB ANGYIXS'IMA 1d9 E 0..J 1/2'4 .' Aro1XA91ET0� - -ANkWlnl... - EKmNM A9CQ95-am;-T04 ELL.J 1/2'e ASO.DEAD^I. 'SFCnatS:I G 4ltluUY PAYQ ASO.BL4W! m P/2'4URE.� RE!/AA4 rAKVAS A,uD SFf .. -.. SdTA41k1 -.,- 'PAVflM1i£S � P.wf1ILItI`Ml5 �'PRESR/AE1 rd6NARLL9LgV6 -SMID'fiEr - SdUfSgY.. RWELNIFS PIAa.W/{'M15 •EttY&IlY P.W(L NRmL'aW)KYI .IF1.CM2(R).' ,4YY[nY8vN1Wf.'. .LO.GM'L run+c;D�`T).ro'IxurBlre ro uasrnxr ro mvtBE1[m lasnvgr rocd+rnLTE ro.MISOMA'ro'mK'xETE'ro ddwdnar ro co�7e roMtmxar DF1)IFN., ' Lurmc.(Ps1) m OYFlBif:ro dLvsmwY m Lnne6L1E-ro Llatwm,m LroNrnL1e�ro L1AmxBr ro mrntrr.m uasavxr..m�roHcxErr ro Mtsdvrr -',DF nlrlr �)". WA, 12'' ,N/A N/A.., NIA j 7(TOP) f7' NIA , rI•' N/A it, ,NIA; I I" I NIA ;71• �N/A )(TOA) la` :12' I2' r2f 11' '12' ( 11' 1z'. ,r(BOTTOM) r7' 4" II" 11' .ii•,. .11.. Ir' T rl' a• 1,(9aTioM) lT•' WA -12" ,N/A I2• ,NIA 1Y' NIA �T2•' �N/A ' '2(TOP) it, N%A '/l' NIA 1r1"' NIA'. .11,• �, N/A' 11• NIA:. 2�(TOP)' 9' 7• : 9' 9" 9' .9 9• 9• 9' :9" 2(90TMM) I 8' ;4• 9• 9• 9• 9' _9': 7• .9•% '7, 2(BOTTOM) '9,' NIA 9.' N/A 9'' :NIA 9' NIA 9• :N/A JW.(ROP), '' 9' 'N/A' 9• -NIA' 9' 'NIAf _ 9' NIA( 9• ,' NIA, St(top) e7•' 9• 9' y 9• '9" 9F. 9,' 9'' 9' J(BOTIov . 'B' ; 4- 90- : 9• 9' 9• •9' .I.. 7' 9' _7' .J',(BOT70M) W 7. q2^ ta" 12=i Yz• 12' 4;(7W) „ 41'. • 1,1' rf• 7i--- 11 T 4..'(70P)r 1 2'__ 7" 111' rIi. _I7` f2:' 12' I2'' '12' 1T.' 4.(BWR1M)' n'.._ i• .Y+• 11" ii• iI 71' ) ... , - 7r 1! 7• '4(BOTTOM NI / /' (r0) N/A 9'. NIA, 9 -,? N/A 9" NIA 9' NIA S/,(70P) 9' N/A '.. 9'' - A� 9' :N/A' 9' �N A .9" N A S4 P B' 10•... NIA 42' .•..N/A ,12''' '�N/A' '12- N/A NIA N/A 5(BOTTOM) 5•'...i. B' 7i N/A: :9" NIA % B• NIA 'NIA:. N/A 5(BOTTOM) JO" NIA !z_.. N/) 42' NIA'.. '12' NIA' NIA is .NIA: 6'.(70P). '1 9• NIA 10' ,'.. NIA - IT,' i N/A 1f' NIA NIA' ;N/A ;6(/DP) ' UP TO ;12' N A 72" N A' -NIA 'N/A: 6=(80TR/M): BOR• +60.0.-=Sao B.' !J/A 9' NIA 8' ,NIA NIAI ,tJ%A 6_(BOTTOM)_ 9 • 400,,-40.0 110' N/A`'. 77 �N/A / / ,TO OR 60,0,-60:0 '10' N/Al 12 ' N/A 12' N/A! ,12' _� N/A," N/A �N/A: 7,(10P) L 180.0,-9O0 ,5" 9i 11AW/A IA /A OP)/ IBS' _ 70' N/A` 12' `NIA: !12• NIA! fY I NIA. 'N/A .1 H/A 7.(BOTRIMJ :5• NIA I. ,7• N/A 9.:' N/A S- :NIA NIA: NIA '7(B07TOM) :NIA NIA' 11• 12 'I2• W 11' .IT" 72.' ,12i ,._8'(10P)' NIA NIA 1Z. ,17• I 12' I2' '72"' ,12' 6• 8.(TOP) 1, N/A, N/A 12• 12' '12.' f2' 12( ,72" t1.' 12" 8•(80TT0%AJ - ' r NIA NIA 1 iY '1,2• 12' 12' 12• _ 6' -12• :61 0(SOTTOM). .NIA NIA: 12' W 12" 12" 12' 112•' u ';12" 9'1000)' NIA ' 12•' 12" 121' 12� .i2.' 6• - .12' 9.(lop) 12,_. 7• 12.' 12' :12' I .12. 12• ,12' f2" 12. .9(6Y1170dr 1. II'• '• - -. J t ii' :1!. ,11.:, 1.11. :If,' 'T !1' 7' -9,,(EV7104' :10' NIA` .. .T2' ! IVA 72. ,N/A 12•'' NIA NIA' NIA ,10(70P)' ii .. 9•. NIA. :10" NIA. T2.• NIA: - Il" N/A N/A .N/A. :lO(700) WA 67 1 -..It�A fi' N/A _ '6; 'N/A , NIA ,N/A �JO(H07TOM), a 6�.. N/A .6�' -NIA, :'. ,6" •'N%A• 6• NIA- :N/A 't!/A f0(60JTOMJ 9" 7' NIA N A NIA- NIA. 9' 7•' , 9" .. 1 (TOP) '...B;•' - 4' N/A:,. N/A'. NIA NIA .If- 1 .7• 9' 7' ..:N%A N/A NIA N/A 9,• 7' 9' 7'. l r(oonwJ' '8' ,'4' NIA, ';N/A _ N/A N/A 9' .:' '7' 9' 7' ;1I:(80770MJ. NIA ' / (TOP): '6' I NIA'._ 6' N/A. 6'' NIA ;6' NIA N/A t1/A 43(TOP);-. '6' N%A 6' N/A '6' N A �r/A NIA IJ ! N/A 5' NIA 6' N/A �', 6' NIA NIA N/A, 1J.(B0T70,V), 6• N/A' ...12.'•. NIA ,6•• WAt, ;6� N/A: 'N/A N/A 7J(BO770MM).. ANCHORS LEGEND; iiMAXfMUN ANCHOR.SPACINGS.'ARE VAUD FOR'3'1/2•EI)CE,0/SIANCE FOR E.D.-LE55 7NW'3„'I%1" :iWCHOB;TYPE ANCHOR REDUCE ANCHOR..SPACING.BY MULTIPLYDIC SPACING SHOWN,ON.SCHEDULE BY)N£FOLLOWWO FACTORS iPACING' ; (N07t"M'n..CO.EO.FOR,SOLIDSET,'ANCHORS IS,37. FOR,-1N/S+OPERAGON-TO'BE INDI 7 REDUCED SPACING OBTNN Ar AmCH FACTOR SHALL.'NOT BE TAPCON'.,(17E'BUTAR';OR.SCJ•PANEI.NATE-OR PANELIIA7fl NAS 3' LESS III IH MINIMUM.;SPACING,IND/GATED FOR':EALN MIGNON 7YPE'AT ANLHORS.'LEGEND. - '- FACTOR.. _ _. �. - SOL/D'SET.. 1 _3" ACTUAL.E�O. - TAPCON'(REGUTAR)` ! SG.''TAPCON,PANELA(4TE OR PARW ATE NAS .501!0 SET . ' 1 2. 1 ... //7 } BUILDING CODE'N(Sri High ,Velocit Hurricane Zone�CIIU 'FLORIDALORI ozon;nL7Eco;IINC. 0050!''.BERTHA'ALUMINUM STORM PANEL tc a rd, ND.Q,?�:'�;(j�' ,(2'.DO"-'DEER)•_ oiiavN�Br`. F 1L EC N ACETAL SUPINC07126 i7, .e EASTER PLY,; IN �,1� .. _ _.-•- Q. - ,,.,... /� OL 4168 WEST ROADS ORNE -TIWT TESTING 6L ENGINEERING COMPANY WE PALM BEACH fL.JJ407 ^ (/ F' `y'jt4' 5.315 n.tau.sL,sm]03 YNGta GNmcN;rt)TI6B PHONE*(561)209-826.;FAX.•(561)841-1716 (7-097 1 Plnne:.(503)511 filo T •(LWJBTI-t5]I - .. ORANING No EB 0006719, .xon aaumex ,aTT 1r.Yb 1� p1 ER ^v IN L vrrd `WALTATILLR Jr.:P:E 1 :Dra 16'°u /x/1 'S I SREET'd0 OF 17 .. .. .. FLORIDA Lc:-44167: MAXIMUM ASK-D..DESIGN PRESSURE 12ATING (y s fj AND MAXWX a NCHOI SPAQXQ SCFIEDULE FOR INSTALLATIONS N CONCRETE AND CONCRETE BLOCK STI2UCum-5.' - ItItlYUM 1EtU9lM NKIIM6 SPACP.0 iGP E 0.�J 1/2"�• A�H2.IBLF'ro -ltU]vUM' MWUUY N.C]2'RS SPACL'.D!ORE 0..J 1/1'�O - MPLTA9fE Rl' ASO.06iON SE1:FI0.16/6 IMl'MUII PANQ ASA OEM: SQlANSI @ IUMIIAAr'PANEL P124/t[ RfONAR.TMMNS SgmSE/ SG7AKON 'PM'flA{11R PM'FSY11E NAS AINCLW3:WIKW QA�TH 2'(21 PF6S4R2 RfGUTAR TAFR.WS .- SY.D9 SET S4TAKp1 P,WELNT6 - P.VIO/11rE N5. liAIP�E(PSI. 'ANY mlIdN4rp17 ,LErAM 1'.(2): .. ).ro c9Auclr ro rusorer ro carRLTfi ro uaoRRr.ro.owcwrre ro uamMrr ro axeanr'ro MAso.:xr ro Go rm-rc ro uAsm.Rr cr Ma (u1i�G(P-i LJ roawcRnc m uuwsn•m carReTr mnaavm' m ttmwcrc muAmmr m rnAvs2'ro aiunm'n�m mcnerr rorasa+Rr:. 'aP Mar 12' NIA_', 12' NIA 12' N/A 12" N/A 11' N/A 7(TOP) B I/2' N/A 9• N/A 9• N/A 9" N/A 9' .N/A 12' 4 1/Y R2' 71' 1' '. 12" H 1/2' 12'• B,1/1' ( 1(BOTTOM) -9 7 9' 9" 9" 9' 9' 7' 9' 7' I(B01R1M). 11' N/A '11" N/A l2' N/A 12- NIA ;72' N/A 2(HOP) 9• N/A 9' N/A 9• N/A' 9' N/A 9•' N/A 2(TOP). 4.//2' 9' 9' 9' 1. 9" B 1/2' 9' 8 1/1 2(aDTTOIQ: 9' 4•' 9' .9' e' 9' 9' 7' 9' 9' 2(BOTTOM)' 9' NIA 9' N/A 9. .N/A '9' .N/A 9" NIA 31(70P)' B• NIA 9' N/A9.' N/A 9'• N/A. 9•' N/A; .Sl(TOP) B 1/2_ 9' 6.112' 3(BOTTOM) 9' 4' 9" 9" 9' 9• 1. '7' •9" 9' J:(80rrom), 12' -4 1/Y' rY iz' '12.' 72' 2�• 8 1 1z . / 12 8 1/2•. _ ' 4(10?) 9. 7. 9� .9.. 9.. 9� 9., .7• 9 T 6(Top), 11.' 4'1/Y IV 'I2" 12' '12" 12' B 1/2'. '12' 8 1%2'. 4(80770LQ 9' 7' 9' _ g• 9. 9' 4(WnW) 9' ,NIA 9' N/A 9" NIA 9' NIA 9' N/A' 54(TOP) e' NIA 9• N/A 9' N/A 9•, N/A, 9• A'/A 54(TOP) 6 112' NIA 7 1/3' N/A B• N/A '7 1/2• N/A N/A ,NIA 5(BOT70N) 5' N/A 6'' N/A 7' N/A 7' N/A 'N/A N/A 5(BOTTOM) '9' NIA 9 1/1' N/A 10' N/A '9,I/2" 'N/A NIA 'NIA 8(70P) 7• NIA' 8.• NIA 10,w N/A 8' N/A N/A N/A' 6(70P) 410.0„-IO.O. 6 1/1' NIA 7 I/2' -NIA 8• NIA 7 I/2• N/A N/A NIA. 6(BOT70M) >8-0' tgp,0,_gpo 5' NIA' 6' N/A' 7• -N/A, .7' NIA N/A' 'N/A, 6' up R, UP 70 (80770M) 7'-0• ' OR 'MO.60.0 6' NIA. 6 112• N/A 7' NIA' '6 1/2' 'NIA. N/A NIA' '7(TOPI 12=6' ILYL9.�-I 0. 5' ,NIA 6' N/A. 7 N/A 7' N/A NIA NIA .7(TOP) ,LESS. 6' N/A'-. 6.1/2• NVA 7' NIA '6 111 N/A N/A NIA'. 7.(8077ON) 61 NIA. 6•' NIA: 7• NIA' 7' NIA. NIA: NIA 7(8070M) NIA NIA 12'• 12"• 12•.• 12'f '12'• 6'• 12-• 6'• 8.(w)! : NIA. N/A 12' 6' 11' 6. 12` 6' 12' 6" +8"(TDP) NIA NIA 12''• TY• 12'• 127• 12'• 6"-• 12"- 6'• .8-(BOT70M)• N/A NIA 12' 6" 11' 6' 12' 6' 12' 6" ,8(BOTTOM) N/A NIA 12'• 12'• 11'! 12'• 12• 6"• 12'• 6" 9(/OP)'• N/A N/A11' 6' 11' 6` i 12' 6• 12' 6:. '9(TOP) f1' 4 1127 lY 12' 12' 12' 12, ,e 1/2" 12' 8'1/2' 9(BOTTOM) 9'' '7' 9'' 9' 9' 9' 9' 7' 9' T 9(50ROMJ 97 NIA 9 112• N/A 70' IUA 9 0- N/A NIA NIA f0(TOP) 7' N/A 8• NIA 10" ,N/A 8' ,N/A N/A ,N/A 70OP (7 )' 6'' NIA 6' NIA 6' N/A, 6' N/A N/A� NIA IG(BOTTOM) 5' NIA 6' HVA6' N/A 6^ NIA N/A ( ),N/A 18BOTTOM 1 9` .4"112' NIA 'N/A' N/A N/A 97 4.111 '9' 4 T/2'- 11A(TOP) -5' 4' N/A /A, NIA 7' 7' 7' T IFA(IOP) 9' 4 112'' 'N/A NIA N/A NIA 9' 4 112•' 9' 4 7/1' 11(BOfiON) 5'' 4' N/A. IA N/A 7' 7' T6' NIA' 6 11/A 6" NIA. 6' NIA N/A N/A ;13 O7 ) 6' N/A '6' ' N/A 6' N/A N/A IF 6' N/A 6' N/A 6' NIA 6' NIA N/A N/A 13(807mm) 5 NIA. 6' • N/A 6' N/A' N/A N/A' IJ(6OT70U) •.USE 6'.00 FOR.PANEL LENGHTS'WCER ThW 10'-0'AND.USE 12'AS SHOWN ON SCHEDULE FOR PANELS LENGTHS.EQUAL OR SHORTER TMN 10'-0- ANCHORS-LECEIJD -:AIMMUM'ANCHOR SPACINGS ARE VAUD FOR,J 112;EDGE DISTANCE FOR ED.LESS THAN J'1/1; ' REDUCE ANCIA7R SPACING E7Y A1UL11PLI7NG SPACING_SHOWN ON SCHEDULE BY THE 10LIO•NINS FACTORS, 'ANCHOR TYPE ANCHOR, '(NOTE,'AFin.E-0.,FOR'SOUDSEI ANCHORS 6 3.) SPACING FOR THIS OPERA7X7It TO BE POSSIBLE,'REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE' TAPCON(REGULAR OR S.G.)PANELM7E OR PANELMAT£.NAS. S' .LESS THAN MINIMUM SPACING INDICATED FOR EACH..ANCHOR TYPE AT.ANCHORS LEGEND. E. D. EDGE DISTANCE _. .... .I. .. .. _ _.. ' .. FACTOR.. _ - SOLID SET ',3' ' ACRAL E.D. TAPCoN:(REGULAR) S.G.TAPCON PAN LTbfg7E OR PANELtIATE NAS - ,SD1IDSET , 3' :86: .75 2'1/2' - .71 .50 T'j7757�fI0p/i/spava \NvENS <� F d FLORIDA BUILDING'CODE (Non 'High Velocity Aur7ican"e Zone) NO.44167 02D177VEC0„INC.' :0.050" 'BERTHA ALUMINUM STORM PANEL L.C. O ' 7 (2.00" ,DEEP), DRAWN BY,:- IL -EC'O �wc.. EASTERN. METAL SUPPLY, 'INC G71a`61"' O 4268 WEST ROADS ME', E. TILUT TESTING&ENGINEERING.COMPANY WEST PALM BEACH,FL 33407 �\p\�LLT b1t1".x.]bu.54 Ste 105.WtFflu curula,O..", PHONC(561)20978263.FAX.(561)841-1716 ('7-097 ()n( ` ,.1 'PIS.+.:flos7sT B-00.719(1o1)s'rI-1s1f 0.tt m.u. orscmu: DRAWING No AL EB-00057,r ,... WALTER A 7I.. Jr:,P:E. ou 1s-as 7/M/1 , ;FLORIDA Lie:44167' - SHEET-11 OF 17 4/4'O TAPCONS re I . .W/I 1/2-M/N. /I 1/4',0;TAPCONS '( 1/4''O'TAPCONS, 'THREADED PENE7RADON; W/I'1/T"MIN. w/1 I/2"M/M. >�{:/zAPIY)NS I '' .70 EXISTIG WOOD 250' JX 1 THREADED PENETRATION I THREADED�0 EXIS77NO WOOD; DON HEADER.(SEE-SCHEDULE) / TO F""'WOOD HEADER. 5 RUOED,PENETRATIONHEADER.(SEE SCHEDULf� (fE SCHEDULE) 0 IXISRNC WOOD —L• ' I ' I HEADER.; SCHEDULE) Con A, I•Mi°' ',/ i ' 1.125 1 ' I. 1 / '. '.500'12 r h I h o I :750' •- I I i {{Nyy 2 - 2 � / MIR I I 1 / /Min. 1 /in - I I I' 1 Cant. WOOD HEADER I i WOOD HEADER ii W WOOD WOOD HEADER I i 1'J F i REWIRED REOU/RED '� GGhii I REQUIRED ' REQUIRED- 1 Gi I. I I I*A10.SEPAR477ON' TO GLASS 1 - 1 _1. M.rt• PON. I 'I I� GLASS 1 1�SEP GLASS I 4� I Axil 1—SEPARA70 CLASS'-_. I, I• —�1 � I Rl I OPTION/1 i• � n ALTERNATIVE 3A / T 1 BOITs'w/,7/6�x fya a rAPcoNs 1 J/J2'WINC'NUT'O��, '1 �+ W/f 1/2'MIN T"Min. I �, V• 12 O.C. i I I THREADED`.EHETPA770N' I I', I I' LATI.SO.SN I ,� i JI I' i 4 'x 7D EXfSRWTO 1 x HEADER (SfE'SCHEDfiLE) (0 EN POSITIONT/4'O TAPCONS 2i Iv/11/Z'Nin.THREADED PENTRATION OMlOW/DIN /Mi,\ i OF PUT&(SEE SCHEDULE) SEC7/01V 0 ANCHOWOOD R .I ER .W I I.000� r f I t mil. 6 cont: OPTION/2' i 1 \ "s ALTERNAT/VE 3A IMF- T7, �/DS�d/J2'WING NUT'O FLLY W ' 1 4 OTA N / R .. v SBREWS W 1 S'1/2"Min. / - / 1/4'O TAPCONS / TIIRTAD£D.PENE7FATION` W/1 1/2'-,Mh:7HREADEO. I I; y i '�' I'• ®'MDI47D7H OF-PU7& PDVEM770M OWllDW/DTH 1 I ,(SEE SCHEDULQ OF PLATE'(SEE"SCNEDULE) �_7 Min.SEPARATION 70 GLASS y SECnON®ANCHOR I 7 i ' I. 1 4'0 20 X J/4 1 7�r 4'PN7E CONI+rte --� ALTERNATIVE Zs BOLTS w/7/e 1 i i RLov�m I I fgPL� _+) J/J2'IWNG NUT 1'Min. I. I N. SCALE.:.1/2'a I' �/ 1 IT,"O.C. i .i 1 / ....... �J/� SEPARATION ............ C� 70 GLASS .500' ' 3 / s cOnL { s£cnoN'®srug H A ® :ia, / X � - I ALTERNATIVE 4 a ` �''O"12'.0.C. .0 ((1 qac;na°I"m>E 'Scor ijz'_•.T' HOTS FOR'COMB/NATION OF SECTIONS.:_ '7/4'O'TAPCONS ARIDA PEN "I COA1B_INED!N ANY WAY]O SUIT ANY INSTALLATION. OF PLATE.D(SEf,SCHEDULE) HURRICANE NAP,GIP 11�J lS�HETI' ��(a�+ (1 �h WALL,MOUNTING`SEC770NS�CAN,8E W I THREADED •+MIN CLOSED CONATIOIvjNNS. I � a 17� 1A1 ALTERNATIVE RiArz' L7 cP^t - e VE .;- UILD G CODE (Non,,HigH Velocity �iirricone 'Zone). TI " m m7017 jWrc0;INC. :0.050"INBERTHA'ALUMINUM STORM'PANEL. La {1 I NOTES: (2.00"-;DEEP) DR41YN Br.•' 1.INSTALLA77ONS ARE'ONLY VALID FOR ASD.:DESIGN PRESSURE RATIN 07/26/17, sECnoiv-6.sruo EASTERN .METAL SUPPLY, INC' w,E. .AND PANEL LENGTHSAS P£R•SCHEDULES ON SHEE7`2 `• ALTERNA'T/VE "1 - A IN E C O�t1c'.- P wESTA H.-F DRNE 2.SEE ANCHOR SCHEDULE ON SHEETS 16'&'17.' '71WT TESTING.k ENGINEERING COMPANY WEST PALM BEACH.- TL 6t)84 SG1Lf• f/2'' 1' 'ws]HM.Jbu.u,sa Jo3 NRCNN culOErvS il.1JIaE PNQY£:-(567)709-826J,'TAti(561)641-1)16 I7—D97 J. FOR NEW W000 spEc CONSTRUCTION:WOOD MEMBER$70:BE,SOUTHERN :ITnw.l(JO!)0)1B-00.rw I(7m)a11-ASAI x. - eoovlol enc DRAX'!NC Nei PINE Na.2,'W/SPECIFIC DENSITY OF 0.55 OR,EQUAL .EBr0006719 �''n01• - WALTER-A.TICCIT Jr.,P.E: MEET 12 OF,77 nDPoDA'Uc.44167 - 7%4''a.TAPCONS._ WOOD TRUSSES OR RATTER— WOOD'MUSSES OR'RAf,7ER` . - �• W/I 1/2 M'n.-7HRFAOED' D..C RE0IRRED. a 24 a G REOuTREO— O Z4," .'WOOF.HEaDER,(Sm SCNEOUCE): 500' / `0 3 7•MiieT � O O / W/ W% 11 5/16`G'M', 1 '114.10.x 3/4" ' I. I' / 1 •/4 p x 3/4 V I $ 1' G'CREWS 101 IRW/BU/LDEN ::.• 1 r iRw/BUlLDIX ! EACH JOST. i 'TEK,SCREWS y7EK,SCREWS I 'LOCATE SCREW, C-L SAT MIDIWDTH OF 1 V WCOD HFaOER I r 'I II i ' EXtSJ&7G,WL+OD 8 Cant ,. t' r , , .A R£OUTRED I 'i 1 1 r MEMBER(2. N'n_. I' � �' �,WDOD HEnoER�' j I1 iii '.I n I 'i y i' I. 1 NO.Otw_u IvrDTNJ ,I'14 O'20 X 1 1 t I.REOUIRED- 1• r '14 SS z 80tT5. ,I. 1 - A 1 T VZi 'L6n.'SEPARA710N- i 1 i, '.� 7NRFit0E0 i W/7/B`x 3132-''i q' �I p I :Ir ♦i TO CLASS 1 1 I. PENEM4VON: 1 WING NUT_sr I _i I _ t t i � 1 I I f 1 i 1 I r II � �� .� i 'I 'I •y�; 1 I �I I •aPnax.it, 1 I I I _ a, � n � I t _ ALTERNATIVE 6A, AL'TERNAT/VE: 7A' ' ALTERNATIVE 'SA. �s acnLE 1/2 a=YrI A (L/Ml7ED TO +60,0 66.0 p s f. 'DESIGN LOAD (LLMlTED 70 +60.0 660,.p.s."f.'.DESIGN..LDAD ! i U AND-UP TO 9'—D"Max. PANEL'LENGTH); ' AND UP TO 9:-0 Mox ,PANEt LENGTH). 'Mr i1j d sEPArtanDri 7/4''o.TAPCON5, - ctASS 4 W/s'r/2,Matt. i 1 r TO IXREADEQ PENE7RAnON ❑'. I 'I I P 1 i 1' 1. 1 / EYTSnNG fYG00' x, L t A.i �. 6I �• � �. j . '�: / READER.;(5EE SCHEDULE). i'.. j 1•MTn. I 7rB' yl SEPARAnON I I f SEPARATTQN. ! a- WING RUT 61 S Caat 11 �_ TO GLASS i. t T{J GLASS EVERf'.57U0 1 •. / n A r 1 7/a / \ '2` ;I `' '1 I. 1 W7NG,NL?,® Mn '1 I .A' I EVERY 5700 st 3/4,SS.:'t70tT5i:_ % 1 1 ;& -D. �:12 oC. A I'1W/T/B� .3132` I. '1'!2"D.OD - I „' 2',X'6 WOOQ .A DI ry� DECK 'ROD- • --, 4 j 2/ f4UlRED "�- 1' PFNE7TL1nON a MTOW/07N, ALTERNAdYt SA; � ALTERNATIVE+8. 4 , rTT cAL mP gl_ OF PLATE TE�rrRr� {--7 .. 1 _ BOTTOM f�7Y4ATfTjj�' TAPCONS; W1 1,112 i/4 P TAP£ONS A F r{1G�'Ly 7/J r THREADED PENE7RAITON RFADED,PENE77aARON SCALE 1%2'=:.I'' 1 fLt Q`+` C .�/1` (SEE:SCHWUW, (5EE SCNEDLYF); ,,, �;�G ENgF y� ALNT/VE 46 _ �= ALTERNATIVE scuE.1/2+ 0'44' NG-NUT d' EVERY"STUD NOTES:' ! - `I 2 X 6 WOOD. COTE f` I :1:INSTALLATIONS.ARE ONLY VAUD FOR�'&(44 ASD,DESIGN PRESSURE_RATING NOTE FOR.GOMBINAT/ON.OF SECnONS,; I DECK RE04 i ANO'PANEL'S,LENO77i5 AS PER SCHEDULES L?N;SHEFT 2,(EXCEPT,LS NOTfA) - �— ' 'WALLIFLOOR/CEtLINO M04INIM-SECTIONS CAN 8E; Z-il .SEE ANCHOR.SCNE�UtE ON SHEET 1.�& 17.' rr T COMB)NED,IN ANY WAY TO'.SUIT'ANY 1NSTALLA770N: IAL —•..-- 3*FOR NEW IWW FRAME.CONSTRUCTHIN:WO00 MEMBERS,TO BE SOUTHERN '•%w„rrtt4 aaT PINE,No:'2, w/SPEClRCZkNSgKOF`0.55OREQUAL. FLORIDA', BUILDING, CODE (Non (H(gh Velocity Hurricane Zone)' mzOv`iureco;'rNq +0:0507' 'BERTHA ALUMINUM STORM PANEL cr. (2.00°`"DEEP)'. DRAWN m; 7%ea rAPGoNs' - 1.. D�/as%Tz wr r-r/z'MI ', . T E'AS7ERN:'METAL SUPPLY,, fiNC DAr , TPRE4060 PENE7RAAm i. 4268NMI RO DS DRNE (5EE SCHEDULE) WEST PALM BEACH„ft.!1407 71WT,TESTING!t ENGINEERING COMPANY ]7-'097 ' PHONE:,(56))103-826)FAC[56!)847-J7l6 ALTERNATIVE a 4aaa x M.xe =)ROs.4n•91m r - .vnan...(mld?EB QOO8719(a�1671-fall ca.xo ussrn. Nl[ w.w oCm11P1 oarz ORAN7NC'No SCALE: Y/Z.? J• W4L7Et2'A:AWT-1,. P.E OD r 7 1 a ,•SHEET:,i3 OT i7 .IFLORIDA'Ue:44187.: ooD 1/4"0.1ONG:ELCO ,w 24"O.UC. REQUIRED A4 ER / t PANEL MATES OR'S.G. . TAPCONS W/2"Nin: - - 'THREADED'PENETRATION. • 'TO EXISTING WOOD• - .. HEA ER., (SEE,SCHEDULE) E0. Q" ' '�I '•I I - 1",x 4 it 1/8" I 7.7/803/32 'I I Min. (6063-T6) wINc Nuns ® fa `D:c; Alum. TUBE (3) 51�,0 x•4" 11/4 0.x-.3/4-" I I ;I LAG:'SCREWS'Tor JTW/BOILDEX I , j £ACH,'JOIST. ;TEK-SCREWS I, '1 LOCATE.SCREW �®6"'0.0. I 14 Cont. AT MIDWIDTH.OF .I :WOOD.HEADER-I I I I EXISTING WOOD. ,REQUIRED 1 W I I I .I MEMBER (2"'Min. NOMINALWIDTH) W/2"Min. ! I SEPARAnoN. ii I I :,1 �. I� 1'Min. 1. N, THREADED, 7G Goss 1. I I '� �.SEPARATION 1. 1. PENETRATION. TO GLASS •I ( I. W 1 Wt I 1 'I 1 I I I I tj z AL TE RNA TI VE 1 OA, 6 I I I 7/8'0 x,J/32' InNc NUT® SCALE: 1/2" 1" I, I LveNr sruo 2. � NOTES (LlMI7ED To +6o.9, -66:0p.s:f. DESIGN.LOAD. AND'UP•TO 9�-0"mo,,. PANEL,LENGTH' I I I ) 1. INSTALLATIONS ARE ONLY VALID.FOR MAX ASD. DESIGN PRESSURE RATING I I c w & PANEL'S LENGTHS AS PER.SCHEOULES ON SHEEP 2 (EXCEPT AS NOTED), -2 SEE ANCHOR SCHEDULE ON SHEET 16 &'17. y 3. FOR,NEW W000,FRAME CONSTRUCT/ON: WOOD MEMBERS TO,BE I I EVERY STUD I c SOUTHERN ,PINE No: 2, ;W%SPECIFIC DENSITY OF 0.55 OR Eq UAL. 7/8%0x3/32"' A NOTE FOR COMBINATION OF SECTIONS_: {oil; R Tli��� �•r ,2",x 6" -- f,t 'J L I Cont. j j W000 DECK' WALL FLOOR CEILING MOUNTING'SECTIONS CAN 1. BE 1 C I ,I REOUIREO, , �' �rvENSF ••,• (NO.FINISH COMBINED 4q,,ANY'WAY, ,TO SUIT ANY INSTALLA77OA0- \ 10 I ', i -{'.1 00o"F•- ALLOWED) Q167 MIN,' I 2".ir 4"PLATEI :Cont. REQUIRED �., 1/4"0 TAPCON3 .' _ '�,�0 jE F•� •ay,��� THREADED.PENETRATION - j =fi ®MIDWIDTH OF PLATE. FLORIDA' BUILDING CODE (Non- High Vel�os�y�HfrilQcane Zone). (SEE SCHEDULE), r'f Z111,4"p,TAPCONS "Aurr ,A'U NATI.VE 9' ;w/1 1/2, Mm. ALTERNATIVE 10 THREADED PENETRATION o?on nc7eco,INC, 0.050" ;BERTHA ALUMINUM STORM PANEL is SCALE 1/2".= '1" (SEEHEDUIE) "' (2.00"'DEEP) DRAWN BY: SCALE 1/2•'- 1' EASTERN 'METAL SUPY, INC 07126lf7 O; DAM INSTALLATION DETAILS' ON EXISTING WOOD BUILDINGS T,Wr TESTING&ENGINEERING CGNPANY 4268 A M''1'.IIL'07- 415J N.Jeu,.�ef.nd Jae,xrtariu a1raGrs;n'vme PNONE-:(561)209=816.7 FAX(561)841.-7718: 17-097' ;PWq:(JaeJBTf-feJo.Fa.:(Jas}T1f-iJJf „mrt orm:a. DRAWfNO-NO EB-0006719 •w urt WALTER A tIWT Jr.,P.E: 1 ,.-:am 1J- /]yr �m'a. '..- �• FLORIDA'Uo.44167 A I - SHEET 14,OF 17 ! 7/8"Min. 2' 'EXISRNG_ ._, � PENEIRARON ,rMozz� 681CXYVEENER ;veoxB`'ELCD moLa PAN AENE7RARON. ir,'i BRICK VEENER t/4 ox8',£LCO male FANELMATE £!MATE T✓AS,ANCHORS OR f/4 0 TAPCONS R 1/1 p'TAPQONS' CSE£',SCHEDULE).. it 'ANCHORS' - -- -- i 3 " S 250" SDD" 1, :� �.� t ::250" WOOD: I N WOOD HEADER-, HEADER_ t f }. REQUIRED. RE4utRED x TEX15T7tie._ S7EECNINGLEJGINTfL ,STEAL'ANGLE tliNTEL, -11 AMICABLE, t� SEPAR47/0NW- APPCIOAQCE �AS A 1 -.�w: I LI i ,SEPARi71ON" - 1 t •� ; TO CLASS 1 tom: fj TO ql";4 II I :II I oprlau sr apnax'rz ALTERNATIVE. -11A ALTERNATIVE :11A �. NOTES• t tl 1. INSTAL[ATIO/VS ARE ONLY UAlID FOR MAX-ASO. DESIGN PRESSURE'R477NC ' AND PANEL:S�LENCTHS�AS'PER SCHEDULES ON.$HEET x (EXCEPT AS;NOTED) I. fX1SRNG,: _ _ ..... 7 'BRICK SILL '' •i 'i, 2. SEEsANCNOR''SCHEDULEONSHEET 16.& .17, 3.,FOR NEW WOOD.FRAME CONS7T2UC7)DFt N710D AJEMB£RS TO BtSOUTHERN PLATE.O -D y ,PINE No:2,, W/SPECIFIC.DENSIM�OF 0.55 OR.EQUAL. w- L�.E i :NOTE FOR COMR/N41100 OF SEGDONS PfNE7RA770N - `. _ §' WALL/t7.0OR/CEIUNC MOUNTING SECTICMS�CAN',BE". t 0.' COMBINE6 IN'AKI-WAY TO SUIF,ANY INSTALLATION- K cz------ 'I Max 1 1 EXIS77NG 2',e 4`STUDS 5 Cont.; ' 0'16'.O.C.Mox::REO'D E'X15TING Mm. 712`PLYWOOD. ' EXISANG• 1/40.x 8'ELCO'hall-PANELMATE REO'D yry;y'p)W/FASTENING BPoCK`SIU 1f4"b-20:r J14' ,T✓AS ANCHORS OR 7/4 0 7APCON_ TO S"•' ' PER SS''8OL7S W1 7/8N SECTION 2JO4!OF THE (SEE'�SCHEDULE)TO E705BNG PLYWOOD: OR/OA BUILDING:COOS 3/327 GWNG. ' ALTERNATIVE I1, ltoarru�s„�y��� BUILD-OUT INSTALLATION SCALE 1/2'a I' ,t1 �,. ENS *IVALID!,FOR,MAX.' A:S.D DESIGN PRESSURE RATING 1-50.0, 60 0'•ps f;:FOR-UP To' ';� FLORIDA BUILDING CODE'(Non.High Velocity Wl rri6ane Z"One) 78,"PANELS LENGTHS, AND FOR :+50.0. 50 D:p s f •F66`PANEL'LENGTHS,GREATEjZ PCO. 1}.�i;6 P2017 17LTC60;'INC. 0.050" ',BERTHA,ALUMINUM STORM„PANEL`,, iG THAN 78° UP TO' 08"` (200 EEA) OawlrBr.•. k •• �.=-�+r" -ti. D 07/16//7' o }� E'ASTERNMETAL SUPPLY, !NC o,E; DXI INc� v766 1fEST Roos omvE A/ r / Tl/"�N DETAILS ON EXISTING' WOOD' BUILDINGS 'KELT TESTIND.dt EN0INEFAINO.OONPANK PAC.BFACH 11. 5118 f7. 097 I S-1 ALLI'l 4/ '•. � �.,,,t .7 61)109-8763,FAX.(36t �1-1216 W.raaa:c+xocis.a.setae. (aaSX=EBr 0006719(ax7pn-that tar:an. uamno., awn —w ocemna wta. ORAINNG Na; 'WALTER A Twff a' ” SHEET44A'Of,l7 "-FLORIDA'Ue-+44167 a ,4.. 1/4'.'0 TAPCONS W% \ \. 11 172'MIN.THREADED / PENETRA77ON TO'EXISRNG W000 HEADER 1/4 0-20.S S.MACHINE \ (SEE SCHEDULE)' 'BOLT.W/NUT drWASHER- i a1Y0.KC j \ 7/8':•x 3/32,' y \ N/NC.NUT®: o1 B,Cont. =7"�-j EVERY STUD 1 h I '0 112',O.-C. - - o A _ e 1 Cont I I WOOD'HFAOER f N I REQUIRED A I F C S I 1 Vi 1'Min.SEPARARON J, '1 I TO GLASS T i' I I 1"Miri:sEPARA170N. I TD GLASS, i I , }Ww S.BOL75.W1U7/8Y' , 3732 WING NUT® I j 778'x-37.11' I y. �... °' 7 72"0.C. I WING NUT® 12'O:C. o I i i 1 K'2'x4 WOOD. 7 j 2 X 8{Y000 I PLATE REO'0., / .N n. I rDECX RE" I l 7.000•' - t1 I. I I _ _- i .. 77 I. I I 1140'TAPCONS 1140' S.G.-'TAPCONS OR.;1/40 O$OR 6 Cont: I - PANEL,MATES W1 FULL - THREADED;PENETRATION,TO �— 114-0 TAPCONS PLYWOOD.,'(SEE SCHEDULFJ W/;J2',MSN. fXJSTING:Min._ 1/2'PLYWOOD, THREWED FENEM477ON RE0 D(1>Tf�W/FASTENING PER- _(SEE SCREDULE) - SEC ON 2J0 OF THE._ ALTERNA'T%VE 13' -Fr.ORlai.BUILDING:CODE speE .ALTERNATIVE 14 •SGIIE:•,,/2.,a,1.. NOTES: 1.INSTALLA77ONS ARF.',ONLY VALID FOR MAX.',A.S.D. DES1GN,,;PRESSUR£RATING *VALID,F'OR MAX. A.S.D. DESIGN PRESSURE,RATING' +50;0, —60.0'p S;f:FOR UP.`TO' AND•PANEL`SGENGT7-IS'AS PER'SCHEDU[ES„ON SHEET`2, I 78 ,PANELS. LENGTHS.AND FOR'+50 0, —50.0 • ps.(.', 'FOR;PANEL LENGTHS GREATER, 2:SEE ANCHOR SCHEDULE ON;SHEET 16& IA THAN:781t(616yY7!l.+Y108” _ J. FOR PINE N�2 IW/.-SoD PECIFIC'DENSITY OF 055 OR EOUARS TO DE SOUTHERN �,t���S4 � N0.441,87 FLORIDA' BUILDING CODE(Non'High •Velocity,Hurricarie Zone) S N07E FOR COMBINA77ON OF SECTIONS.: ° ,1 a2on r¢TEco:ixG A.050" 'BERTHA,-ALUMINUM STORM ;PANEL aq \\ .(2.00' DEEP)' DRAWN BY.. VALL/AOUNNNG SECTIONS CAN,BE � / COMBINED'1N ANY WAY TO SUIT,ANYiINSTALTARON. EASTERN METAL SUPPLY INC °'amt' • 1 L' E'C O.,NC. _ _ 4268 WEST RWDS DRNE_ TILUT-TESTING 6[ENGINEERING CONPANY WEST PALM BEACH,FL 33107 :PHONC(561)209-8263,FAX(561)841-1716 17—,097 ,nue Nw.'lea.sA"ew w!.t-a 305p7i'rt aiAle ' ••••• sena:(w)I0A-ilx.Fn,(eeljeTt-tslA-' ,ot:»�m yR ORAIA7NC.Ue ' EB-ODG6T19 WALTER.A. Uc- 41 P.E. tYD I!-W '/M/r . ._ FLORIDA Uc.4476) - ,� - � �.� 6HEEf.15 OF 1T. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXl49M ANCHOR SPACING SCHEDULE FOR INSTALLATIONS'INTO WOOD FRAME BUILDINGS ASO.�N K=fASIfNERS APPLCAME TO. A-.u)/ IropD FAi1EN�5 APPLC,&r 70 kAX�LUdI W=FAST DW AVfKI�dE TD. PREwwE RELYRAR PN@1NILG KIEINUIhES/tr uw w PM'B. SR.DERf PANGlURS KW-TATS'/tr M --P-n ASD.DESIGA' KIFRal0VE5 tr MAx/MUM PANQ RATWC(PCT.) SGTAPCON y/ ANY COI)6'1 tvI LENGM 2'(m) F REGULAR SG)APCWI ANY COyeTN ILAGM 1'2 PREaGWf RD.'uLVt A4—R5 / r/KTAvS, PK@LNIE Teas OF 7HA1 Amw(Ps_A) T.Vti0N6 M () SGrAPGON` �, ANY CG"I" LENGTII 7'(II.) FA:FLU�H:aS OF THEM Raw 6.' .)' iAR?]MlS. PA•.91NE Dag OF Mr. 12' NIA N/A 1.(70P) 12' NIA N/A 1(TOP) 12' N/A N/A I(TOP) 12' N/A N/A. 1(BOTTOL/) 12' N/A N/A 1.(BOTTOM) 12" N/A' N/A I(BOTTOM). 12' N/A' N/A '1.(TOP) 12' N/A N/A 2(TOP) 12" N/A NIA, 2 P) 9. NIA N/A 2(BOTTOM) 9. N/A N/A 2.(BOTTOM) 9• N/A. N/A- 2(BOTTOM) '9" N/A N/A 34(TOP) 9' NIA N/A -w(Top) 9' N/A N/A 3A(TOP)' 9' N/A N/A 3(BOTTOM) 9' NIA N/A' 3(BOTTOM) 9• N/A N/A 3(BOTTOM) 72' N/A N/A 4(TOP) 12' N/A' N/A 4(TOP) 12' NIA N/A 4(TOP) 12' NIA NIA 4(BOTTOM) 12• NIA', NIA 4(BOTTOM) 12' N/A NIA 4(BOTTOM) 9' NIA- N/A M-&Op) 9' NIA' NIA 54(TOP) 9• NIA NIA 54''VOP). 9' N/A NIA 5(BOTTOM) 5 1/2,- N/A NIA 5'(BOTTOM) B' ..NIA N/A 5(BOTTOM) 9' N/A' N/A 6(80TTOM), 5 1/1" N/A N/A 6(BOTTOM) 8" NIA N/A 6(BDTTOM) +40.0,-40.0 8 1/2' NIA NIA 7(BOTTOM) 8'-0' +40.0.-400 5' NIA NIA 7(BOTTOM) >B'-0' +40.0, -40.0 5 1/2' NIA NIA 7(BOTTOM) B'-0' OR OR' OR UP TO UP TO OR LESS NIA 12' 12' 8(TOP) LESS LESS N/A Ir, 12' 8(TOP)• 13'-0'• +60.0, -60.0 N/A 12' 12• 8(TOP) LESS NIA 12' 11' B(BOTTOM) N/A, 12' 12,w 8(BOTTOM)• ,TLA 12" 12' 8(BOTTOM) N/A 12'_ 12' 9(top) N/A 12' 12'• 9-(TOP) NIA 1Z' ,12" 9(lop) 12' NIA N/A 9'(BOTTOM) 12' NIA WA9;(BOrTO)F) .12NIA N/A' 9;(BOTTOM)' ,6' NIA NIA LO(BOTTOM) 5 1/2' N/A NIA 10(BOTTOM) 6" NIA NIA !0(BOr70M) 9" NIA 9' I IA(TOP) 9' N/A 9- 1 U(TDP) 9• NIA 9' IIA(TOP) 4' NIA 4' 11,(BOTTOM) 4':• NIA 4--- 11(BOTTOM)•• 4'• NIA 4'• 11(BOTTOM)'- 6' NIA NIA i3(TOP) 6' N/A NIA 13(IOP) 6' NIA NIA 13(TOP) 6' NIA NIA 13(BOTTOM) 5 1/2' N/A, NIA 13(BOTTOM) 6" N/A NIA 13(BOTTOM) 4-. '4' 4' 14'(BOTTOM) 4•'4r q�.. 4•..: 'l4'(BOTTOM)--1 4'• 4-• 4"• 14(BOTTOM)'• •. USE 6"GC SPACING FOR PANEL LENGTHS LARGER.THAN i0'-0'AND USE 12 OC •'.VALID ONLY FOR UP TO+50.0, -60.0 P.s.T.MAX.ASO.DESIGN,PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER-rHAN )0'-0-' RANNG WITH 78"Mor.PANEL LENGTHS OR FOR UP TO+50.0 -50.0 p.s.T., •* VALID ONLY FOR UP TO 108'PANELS LENGTHS, AOX.Aso.DESIGN PRESSURE RATING WTH'96'.4.x.PANEL LENGTHS. FLORIDA BUILDING CODE ,(Non High Velocity Hurricane Zone) a.44167 02017 mTECO,INC. 0.050" BERTHA ALUMINUM;STORM PANEL, LC. (2.00" DEEP) 'mwN BY., EASTERN METAL :SUPPLY, INC D7126/17 11L�ECO�N�. n4TE. ALl,\� 4268 HEST ROADS DRIVE ,,,,` �: TIWT TESTING&ENGINEERING COMPANY HESr PALM BFACH,FL 33407 V•111 a1V Nw.)UR 5�.fl•.a],NaGnU crxml;n.JJiea PHONE(561)209-8263,FAX(651)B41-4716 17-097 Q))^ a Phan•:(9C9)e)I-190.Fm:(]09)0)1-19]1 iy), plena DRI NTNG No EB-DDD6719 — _ WALTER A TILLR Jr.,P.E: Ism K171 " FLORIDA Llc.44167' SHEET 16 OF 17 I MAX A" A.S.D. .DESIGN PRESSURE RATING (ps.f)'AND -CORRESPONDING'MAXIMUM AIJCHOR SPACING SCHEDULE.F'OR_INSTALLATIONS INTO. 1600D FRAbIE•BUILDINGS YApYUIt 6UiDD.FAS7EH£1T5 ,ARPICset£ID' I . 'WOOD FA51A'LRS,. APP .eie R) MGN HOOD FASWIMS APPLICABLE 70 ". ASD.O64YI �ALIFRNATNS tr MAKYlIY PM'R.. Ann.-. ,REYAIIAR�, "i.VFtWfLS ARERfNRVES/'tr :NAYlYI/YTma APRE56URE REGULAR yMf9/111E$ AERRIU w/tr MAA'INUY PM& PRESSURE RLCULQ) SG7AP�N •AHY.CdtB!!AO Y tENCM 1•(ILJ PFEAURE 5.G74PCON µp .ANY COYBNNIWN '[ENGIN,T ((t)� RA1RES SGUPNN Dp AM'COYDLWIA]V LENGM 2,' AAPNG! I '.(AO.L) '�OF THEY RAIIM(pa.l.)f TAPCG11e PA,4IY1TE`NAS .OF''lm (P.v..I 7APMN5, AN.IIENIE'rvA5 �)NFY IAFCONS PANFtW1E NAS .. 71•- N/A j N/A N/A .N/A 1.elvp) ;1/2-• i IV/A N/A. -.1'(TOP) ; N/A NIA !(BOifON). 12' N/A' .N/A. _IT(BOTTOM).. B• 1 NIA: 'NIA f(BOTTOM) 11.. 1 N/A'.. ,N%Ai 2(TOP) NIA. Ito ,2.(TOP) ....9_ .NIA_ ._NIA 2:(7pP); 91 N/A .N/A. 2�(BOTTOM) e 12• NIA, NIA, 2(BOTTOM) 9• WA'� 'NIA 2(BOTTOM)' :9' NIA' N/A 3/;(TOP). 7 121 N/A', NIA's ,34'.(rOP) I. 6• .NIA... NIA; SI(70P): 12'. -...NIA..: NIA .3(BorroN) 9' N/A NIA. 3 BOTT Af) .9' N/A. N/A J(BOTTOU) .. 11. NIA'. NIA. 4:(LOP). NIA i_.NIA .4'(TOP) 90 NIA' -NIA 4.(TOP) -... 12c N/A'. .;NIA -4:(BOTTOM). ,9.. WAi *AY 4(BOTTO.N), .. 11. NIA' 'NIA 4'(BOTraN) .. .. ...... i 12` ' NIA. N/A 54(mPJ ! ,8.. NIA. NIA 5A, P)� N/A: .N/A, .54 OP) (TO 3 1/2' .. '4• .N/A' N/A;' S:(BOrn711), i .7•. N/A NIA 5(BOTTOM) N/A�: NIAi 5,(BOTT65Q .. ,3 1/2' NIA' :MIA 6(BOT—) 4" NIA; NIA 6'(RO--), I 3 NIA ,NIA 6(BOTTOM) +60.0.,-60:0' J 112, N/A !NIA 7 +10.0.! fO.O 3 1/2' N/A NIA 7(801TOM) >6-0 +90 0 -90.0,FN' NO NIA 7(BOROAI)' 7'-0• UP 70 -- OR. N' UP TO'' UP TO - _ OR +BO.Q`-90.0. NIA' ! 12' 6' 8(70P); LESS +60.0, 60.0't N%A! 17'.:: 6,••.. 6(T(1P)'rr ,12-6� 'I. +1000. -IMP 121' .6'' B crop) LESS NIA 72` 6'• .Bt(SO N/A .N/A'. 12'!'. a.6 •. I8.(DORO,N)�r. ii2- .6 .(BOITOM� NIA 12" 6. ':9.(IOP), '12`6" 9.(TO)rl. .N/A N/A 9'(BOTTOM): 12`I N/A N/A ', 9(BOTTOM) N/A NIA. 9.(-TT04) , 3'112' NIA, N/A' f0,(BOTTOM) 41. NIA.. ,N/A :1000T70N) 3:' N/AI ,NIA 10'(BOrrOM) 'I 'IIA(FOP) 12" N/A- 10 112` 7IA(TOP), I 'S• ,N%A 6' f1w(FOR) / ri/A, N/A_ 1}'(BOTTOM). _ 4` A. NLA 4 .4- 1f:(BOTTOM);•• { NIA.. - NIA -NIA. 1;1(BOTTOM) N A.. 6' NIA. N/A: ;f3'(fOP) 72• ..N/AN/A :13.(TOP) 6 -NIA; N/A 1J(TOP). ,13, 3�: N/AI N/A. IJ 112-,I N%A' NLA; 13'(BOTTOM) � ', %1' N/A .i N/A (BOTTOM) '. .. .. 4''••. -4"i� 4•.. l4(BOTTOM)�• 'N/A N/A' 1J1A: 1+'(BOTTOM) .NIA: N/A N%A. 4(BOTTOM) - !'OSE46.'OC'SPACING.'FOR PANEL LENGTHS LARGER"THAN 00 0'AND USE 12,'OC .AS.SHOWN.ON SCHEDULE FOR PANL' ELS:LENGTHS EOUAOR'SHORTER;M0,10'-0' ;VALID ONLY;FOR UP'TO,1+50.0;-50.0 p..L,MAX.-AS.D.'DESIGN PRESSURE RAT)NG H7A4.108.")w-.PANEL.LING7TL$ Nei>isiosiio�e S •• o FLORIDA,.BUILDIN6,CODE,'(Non Hlgfi Velocity Hurricane: Zone) LLTECO;,INq 0.050" -BERTHA 'ALUMINUM STORM PANEL :Lc. e (2:00" DEEP.), pMIWN,Or. EASTERN METAL 'SUPPLY :INC oj26/o 4' It ECOlmd D4,E � _ X266.WEST RHOS DRNF - �\ +TJ 1• � PAW BD1LN,2'33407 TIWT TESTING&ENGINEERING COMPANY T _ .1/1 B]55 NW SBU.SL 5' 105.NWGHN 0TR0LTS rt.11, 'PHONE(56,1)209-626J,FAC.(567)841-1716 t �_/"IYA4 6�, • ' PMn W5)011 1510 F (J05)0T1-1511 utcona- wrz v�ax uR �WNG K. i'• ,.EB 00067,19 '_'. .. ...r/'r• , 'WN_TER A TLLIr:Ir:,P.E. 1 -aD rur5 25 a. - _ FLORIDA.Lie:°41.167 �� .I SHEET'47 OF 17', .. ,1