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HomeMy WebLinkAboutProduct Approval FLOAPAOUPAMIGNT OF Business & Professional ' -go ' BCIS Home I Log In I User Registration I Hot Topl6 Submit Surcharge Stats&Fads Pubimtions FBC Staff' I BCIS Site Map k Links I Search' dda Product Approval pr M 0 USER:Public User �r+�razci Product Anoroval Menu>Apppmtion Detall • OF FL# FL11964-114 SECRETARY 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 frodriguez@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@eastemmetal•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 the Walter A.Tillit,Jr 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. v Validation Checklist-Hardcopy Received Certificate of Independence FI 114fd Rd Cni FASTFRN METAL CLIppLY,INC. DRAWING i7-097 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 Sections from the Code 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# Modey Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum Storrs Panels retained or not by tracks Panel(2 inch)-Drawing number 17- to provide hurricane protection. 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 PRODl1Cr EVALUATION REPORT_POF 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 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY;INC DRAWING 17- Approved for use outside HVHZ:Yes 089 74 VANI D BERTHA STEEL STORM PAN _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 9'-10"for+32.6,-32.6 Evaluation Reports P.M.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN META PP Y,INC DRAWING installation drawings for other spans and pressures. 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes E Pie_ Contact Us::2601 Blair Stone Road.Tallahassee FL 32399 Phone:BSD-487-1824 The State of Florida Is an AA/EEO employer.Copvri ht 2007-2013 State of Florida.::Privacy Statement::Accessib0lt3E Statement-.:Refund Statement under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mall.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under chapter 455,F.S.must provide the Department with an email address if they have one.The emads provided may be used for of tial communication with the hoensee.However email addresses are pubic record.If you do not wish to supply a personal address,please provide the Departrnent 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 DCM, Product Approval Accepts: ®®®N Credit Card Safe 14, Y , ACME Alwminum. ? Sturm Panel Order Form i Office:. (561) 801-3139 CUSTOMER: r " Jan Dalcorso Contact 7.72-240-6794 Address ,, 102.N Las O.las Or. Jensen Beach. 34957 Email: jandalco@aol,c&n , a' pF xA' ,v�-'a a c°h `'•� Ta I cxF.. : aI � 1 I '^.. 6 •ya'+"t. ;�t rya TP4� -�J"sd °.dea. ., a•Za. ,.{,Cr S "+9 Height H=H Header' ;WH=White " Window ,,Opening-, #'of. C' #of. '�• Pariel g F=F Track IV=Ivory Number I , Cut Track Size Size Panels ;Screws'i Coverage 'u-u char ei s�-Beige Exact. SA=Studded Angle BZ=Bronzei , 106" W removablelangle for base of sill. k' s�aei�el�: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (RE'.D.)HAS BEEN VFRIFICD FOR COMPLIANCE IN ACCORDANCE WITH THE:2017 (6th EDITION) OF THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL-=BE INSTALLED AT NOTES: HIGH VELOCITY HURRICANE ZONES (MIAMI-RADE/ BROWARD COUNTIES). Ba) MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G. TAPCCNS, ELCO I'ANELMATE, ELCO NAS. INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, 0.2) -3/4"0 SOLID SET ANCHORS SHALL DE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND IJO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL 1/4"0-20 SCREWS USED SHALL BE 1 1/7"LONG MINIMUM SHOULD STUCCO EXIST.AND I"MINIMUM FOR'(/AUS NOT EXCEED THE MAXIMUM(A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7.9 THRU 17. WITH NO STUCCO. 8.3)IN CASE THAT PRECAST STONE. OR PRECAST CONCRETE PANEL BE FOUND ON THE TXISTING WALL.ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE Of"SICN WIND LOADS DETERMINED PER 0.$C[ 7-ID SHALL BE LONG "HAl I BF. FIRST REDUCED T0:A.S.D.DESIGN WIND LOADS BY MULTIPLYING THEA\ BY 0.5 IN ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCII PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX, (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7.9 THRU 17. IN 8.1)& R.2)ABOVE. IN ORDER TO VERIFY THAT COMPON0,17S AND.'ANCHORS ON THIS P.E.D.AS TESTED.WERE I40T OVER STRESSED,A 33% (C) 10EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12. 13. 14& 15.ANCHORAGE SHAM BE INCREASE IN ALLOWABLE..STRESS FOR WIND LOADS WAS INDL USED INTHEIRANIALYSS.A DURATION FACTOR CD-1..60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. PERFORMED 6EYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY ETHER FINISH. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE.MATII SECTION (D) ANCHORS SHALL BE IH5IALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS DF Rif ANCHOR'S 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB.REPCRTS j 0321.01-05, Y 0812.01-05 AND H MANUFACTURER. 0119.01-06,PER ASTNT E 1886-02, E 1996=02 AND ASTL1 E-330 STANDARDS; OU.AUFIED FOR WIND ZONES ', 2 AND 3; MISSILE.TYPED( PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES 0.S Of,FINED BY SECTIONSAND 6.2.1.2.2 OF ASTM E 1998-02. 1. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.7.1.1 O (SHEET 4 THRU 8)EXCEPT THAT HEADERS 2, 3. 3A& 4 SIIALL NOT RE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALT.HAVE 5052-H32 OR 3004-H34 ALLOY. S. R SHALL BE THE RESPONSIBILITY OF THL CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASS IATIDN 6063=16 ALLOY&TEMPER UNIESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY RE ATTACHED TO CONCRETE,BLOCK OR STORM DANFI COMPONENTS STUDDED PLATE ANU 655,SNAP CAP'ARE PATENT PENDING. WOOD FRAME BUILDINGS. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIFS OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEN./CAULK ALL SHUTTER COMPONENT EDGES WHICH REtANN IN CONTINUOUS DIN 50018 W/ 50 kal YIELD STRENGTH AND 90 kal TENSILE STRENGTH&SHALL COMPLY W/ FLORIDA BUILDING COVE CONTACT WAIT THE BUIIDING TO PREVENT WIND/RAIN INTRUSIUN, CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULI SECTION 2411.3.3.4. LENGTH. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WI TI 35 ksN MINIMUM-IELD STRENGTH, 10. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT;1.G.WHERE THE SITE CONDITIONS DEVIATE. FROFI THE P.E.D. 6.ANCHORS i0 WALL SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (6)CONTRACTOR TD BE-RESPONSIBLE FOR THE SELECTION,PURCHASE ANU INSTAL1AIION INCLUDING -IFC SAFETY OF THIS -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT. BASED ON THIS P.E.D.PRONGED HE/SHE DOES NOT DIVLATE,FROM THE CONDITIONS DETAILED ON THIS -1/4"0'S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDEX• DOCUMENT.CONSTRUCTION SAFETY Al SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0.PANEL MATES ANCHORS MALE OR\VAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. X 3/4"SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIAIIY COMPANY. (c)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTEnm 13Y ANY MEANS. ` NOTES: (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED RY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WALL A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.C. TAPCONS IS 1 3/4";FOR ELCO BECOME THE ENCINEER OF-RECORD (E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THF PROPER PANELMATE ANO ELCO TVAS IS 2. USE OF THE P.E.U. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER IO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS LATILR A.2)3/4"0 SOLD SET ANCHORS SHALL BE ENTIRELY LMUEDDCD INTO THE POURFO CONCRETE. NO EMBEDMENT 1410 THE SHL SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMIIIED. -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR (e)THIS P.E.D.SHALL BEAR THE DATE AND.ORIGIWL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER,OF RECORD WALLS WITH NO STUCCO. PAT PREPARED IT. A.3) IN CARL IIIA'I PRECAST STONE, PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11. SHUTTER MANUFACTURER'S LABLL SHALL HE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FICOR;ANCHORS SHALL BE LONG ENOUGH TO.REACH THE MAJN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE ACCORDANCE WAR SECTION 1709,9.3 OF FLORIDA BUILDING CODE. ONE IAREL SHALL BE PLACED FOR EVERY SHALL BE AS INDICATED ON NOTES A.1) &A.2)ABOVE. OPENING.LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. (B) TO EXISTING CCHCRFTE RLOCK WAI.I.: ' -1/4.'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/<"0 S.G.TAPCONS AS MANUFACTURFD'RY ITW/BUILDEX. FYFFsi>j -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS: �Ap1 {(, r!''� THIS DRAWING SHALL ONLY BE USED TO -1/4"P x 3/4"SOLID SFT ANCHORS,.AS DISTRIBUTEDBY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. VL A- ^C .>�J w OBTAIN PERMITS IN THE STATE OF FLORIDA t r NO. 4 167 `v FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 62017 mrEW..B.C: 0.050" BERTHA ALUMINUM STORM PANEL r_a STATE OF, (2.00" DEEP) oRml Bn ! EASTERN METAL SUPPLY, INC 971`8"7 GATE` Ov •I 42Ee W6Y AQIDF 334 TILUT TESTING e:-ENGINEERING COMPANY Nf61 PAL-263,F 2 3Ste7 •.... 6]N".M.']-r 61,als.aal.V.XGfA 91R2•n.A.]fltE PNONC(467)709-B76S;FAX,(391)841-1714 17-097 Plnr•,(x114)1-1!:q.71:(xaK11"15)1 _ ®-GGUJT 1 0171 ouana CRAx'l/.0 11� WAITER A. u., J1.,P.c_ ffA 1l-w5 fLOW9A Dc.�I1G7 Rtn �� 4NCR 1 of 1'i 74.701'(TOTAL VADTH) 8,157"(TOTAL. WIDTH) 12.000"(EFFECTIVE WIDTII) r B.000"(EFFECAVE WIDTH) 1.070 770" 1,070- t 7.070' .11f ,IL_ - -4.A80' lylo' AfUN ASD DESIGN PRESSURE RA NG (R�;j,) AND ,•�.®AS AlYLIGIBLE` I r D.ADD" Tl1P) I "I��AS APF,MARLFI•,r . . J (TYFJ �� GYP.) CORRESPONDING aLAXTIl1IA/PANEGLEINGTII "L"SCHEDULE �• o � o T C 10.250" h T o 0.750" N -A PAMW RBTAWD AT BOTH PANELS AWAM-AT LEAST 2.020'F- -I 2.020'�- �' --1 2.070'HEMMED EDGES- FULL PANEL W/_HEMMED EDGES HALF PANEL W,/ 4 li'I77Y TRAcxs DV ONE OF Timm E111DS msmss®Q_0 M-TRACKS OR DIRECT MOUNTEDOR ®# _ Actriuuu A,,�MUM 14„775 (TOTAL WIOTH)- - -A.475-(TOTAL WIDTH) ASD.DE51CN Alm:PAV'EL I&IGTH AFD.DESICA' A(.,.PANEL fFl;GFN PREVURE RATING L(m) Ppmuw mma L D+)I ' 72.000'(EFFECT)VE MOTH) 6.000(C?ECT7VE WIDTH) (p.cl,) (Frfj /.070'� rl 170, 7.070'--{ Ig50.'( ,� 1.070" �.1�PFUUOIE /7.050"(TY?)_} IJ0.0, -JO.° 1J'-0' +JaO, -70.0 JJ•_0• /11 2 AS MPLMJ.B!E��� I Q, DYP•) OYp) 135.0,.-35,0 12'-8' +75.0, -JS-U 72'-0" o y� +4ao, -40.0 J2'--4' +40.0. -40.0 If'-,T" ci ci N O ry -I 2-020"- -I 2.020"1- +45.0, -45.0 W-01 OPTIONAL._FULL.PANEL W10 HEMMED EDGES OPTIONAL HALF PANEL W/O HEMMED EDGES -0. -60.0 W-0' +5a0, -50.0 9-0- +55.0, -55.0 !0'-O' +55,0, -55.0 8'-2' Q STORM PANEL Srmr.- 7/4'a 1' - +60.0, -60.0 9'-4- +60.0, -60.0 7'_6' +70.0, -70.0 A'-0' 170.0, -70.0 8'-5" CO +80.0, -80,0 7•-0' 180,0 -80.0 CONCRETE ANCHORS(SEE SCHEDU7 F) -t-Y" 190.0, -50.0 6'-J" f90.IE -90.0 5'-0• o 190.0, -100,0 5''7' +90.0, -IOaO 5.0' T• �? I i 190.01 -110.0 5'--I +90.0, -110.0 ,5•_0- V _ +90.01 -720.0 4'-8' +90.01 -720.0 V l� 490.0, -170.0 4'-0' +90.0. -130.0 11'-4I Wf I 7/z" W MAX.A.F.D.DESIGN PRESSURE RATING&UAXRdUM PANEL LENGTH A A 1 FUR INTERNALLY REIdOVABLE PANELS AS PER W UOUNWr INSTALIATZONS ON SHEET 7 OF 17 IS f 10.0 - 50.0 p.5-f, W/88'MAX. PANEL' 2 LENGTH., - - - -- - 1'AXX.A.S.D. LENDESIGN I'RESSUNE RARNG&MAXIMUM 1 FOR AfOUNTINO AS PER ALTERN477VE fl I AND 14 . II 7IIIfQ(Nr/ANi/r��� +90.0AND,-60.0*pad.FOR SHFFT 1A AND 15 78OF'"IAocM-PANEI�tiG7 F CONCRETE ANCHORS(SEE SCHEDULE)------�J"-i >ll'`DPTI``CIT•P�= LENGTH.0.0, -50.0 p.a./.FOR UP TO 108'PANEL STORM PANEL I icy ; 'C E1V$ ✓,� TYPICAL ELEVAT/� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) , No.44167 Omr7 IUTEto,lNe. O.OSO" BERTHA ALUMINUM STORM PANEL LC. r 1/4'Max. GAP 7/4"Max. GAP-+ - :* '77C' (2.00" DEEP) lmlw Or. •p 111 1 .•, 0712-11`7DUE- t• IL E-G O ENe. EASTERN METAL SUPPLY, INCMFE;- 1268,KST RaN05 DWI `/•:j�;'�.''(r•�� rll TILLIT TESTING h ENGINEERING COMPANY NESr PAW 6FACN,R.-ITAn7 'f�v, cYa N.w.]aa.9l,A.. vAR:W'4•A 3,R]AIC, pRD11E•i`550209-825J.FAY..(56I)941-1716 T 7-587 SECTION A-A StOPJAL rN.I fw,y-" ,fn.,(weufl-ILII - EB-0006719 uR 'm.w 0¢ivlul ORAN9NC No 'NN.TER III LII JF.,P.E /M/r SN., 2 OF 17 FLORIDA OR:414161 • 00--t Iff WASHM 0010 op.Y'0.070 ft. 1/f'O—20 S.S.WCWr 2W A k p0e L e U 4 _4 P250 L - 464' .J ..2v, L.2.1 Ir I—22-1 WA 'U' HEA MAX. ASGIE WILD OUT BRACKET (4) 31 "U1411ILD OUT (DA oionama j, Allow. "u*aump our HEA —1•VV-- mar,jw-r IP ir 114'.-20 &0,7'AC Mn7W • 7,0, 0 SPACMS Star! to�ml M smPow qr "-4 7. REVERSED 1"ANGLE TRA "E" TRACK ANGLESTUDDED A @'AffANGLE.W/TH_STUD O ANGLE WITH STUD m/ WAU 1.Z9'X0,632 Am ALLor 112- 10'1-20 .2 R#,a >,M2' per S. 2W 061' F aN L 21 ga ro ry 0317. T_ 1Z.&," See, $2-aC. "g' cm teo MOAt .62s —.957, .471- T LARGE KEY HOLE COT70M f) t W1..085' T_ if ROUND HOLE ALPA wo 12 KEY HOLE AT PANEL KEY HOLE WASHER OSWIPED P,1 Xa­ f, No 44167 NAL A—, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) E6 1 ( ) Q-A -4°Sp eMFZ V1.7EC0,(Ar 0.050" BERTHA ALUMINUM STORM PANEL I.C. @ SNAP CA (2.00- DEEP) omm 9, ao61-m� `_11,vv.. DETAIL 1: sw wl ivvvG ivur 11L1EC0.NC. \ EASTERN METAL SUPPLY, INC DAM - 4268 RIST RaWS DWE COMPONENTS TILUT TESTING&ENDINEERIP eMVC WW PALY BEACH,FL ­11 %...5,-0— m (5e IP 'A*(561)214 17-097 V.W,1W.F. =-,"] D&41"W ft E-OW6710, EM!vl iobi arc 71 J—M WALTE4 ILom", LiL.LTI-1876H[R Of 17 / i r> `• �\ 9 Conl. •750" _L CONCRETE ANCHORS P0:/RCD CONC.AFTE OR CONCRETE ANCHORS ' NBx. CONCRETE BLOCK WALL ��� CONK COA CTf£7E ANCHORS (SEC SCHEDULE) (SEE SCkeD ) RfOURm \ (OPEN POSm?V+J (SEE SCHEDULE) 1.D00i 3 Cf. /'.Nin. \ CONCR17E ANCHORS r(SiroR SCHEDULE I COR.PACING, i I E0. LOURED POURED r.D. ", I I POURED CONCRETE I —~ I LONCX'E7!' ; I ' CONfYlEl£ `� I REQUIRED REWIRED REWIRED I I 2 \ \•� �� i C.N. \�.\�.•.\ \..��`., 1 H •\.\ :�� ....� i cove I lv f-Min SMAR41ION i �I'Alin.SEPAP.AWN_� Z'J 1- I 70.GIJSS I I j TO GLA55 I I I I I I �l'MiTLO 1 GL455N' I I !O GLASS OPTION/! ® i rdASS lfUN I CONCRETE ANCHORS SECTION 3A LaYT I 7D GLASS I 1��4'0-10 x J/<" � (SCC SCHEDULE) I `5.5.DOLTS Wf 7/B' IJ/JI"'WItIG NUT P ? nL 12•D.C. a \ SCO' - a OUR AOURED E.D. '\ 0.4 DOfICRfTf / I CONCRETE U BLOCK RfOU/RCD 3 RAOUIREO RE CONCRETE OA 'C/IE/F.AIURI -TE ', i \\\\ '�\ I i i W CQYCRf7F AHCHOPS i !_ ON CONCRETE I I BLOCK IVALL ( BLOCK'WALL I I REOULRED E:U. R[OU'AEDC.D. / i i /: I ;1-Nino SCtY•ARAAON_ I / (OPEN POS/DoN+) 1 SS SECTION 0 ANCHOR /I I:125• CGNCREIE ANCHORS, ! .E875'/ (SEE S SHH ANCNORs+ / I-T.7sD• (SEE-SCHEDULE) / e C.M. OPTTON I2 �� ED°LE) "°`' SECTION 3A s cont WALL MOUNTING INSTALLATIONI SCCT70N R ANCHOR SCALE: 1/7'- !' 1/4"n-20 J/I' i 77 / SECTION 2 /; :;S.A BOLTS 117/e+' / J�37•m"NUT O i i/B'x 3/37" POURED--' /2"O. WING NUT CONCRETE I OFA t h OR CONCRETEBLOCK I / POURED CONCRFTF OR % �/ REUUNED f E.D. i RWOUTAE BLfTGK HALL / I PoUREW � .StiL- I 1 •'� q CONCRETE / I 7/R•x a/.T?' 4i E.D. - WOE OLSTAVCA E.D. OTR CONW A-L / ; NTNC NOT IP y.� (Stt SCHEDULE ON ,_.�--• Cent. I !. EVFRY'STUD SHEETS 9 k IO S;1) (SEE S N M�CHOit5/� CCM. REOlRRlD i E 12.O.C. a U (SEE FT F A LE) p'n.POSmON+) I m / SECTION ® STUD TYP. TOP/BOTTOM r +. _WALL MOUNTING INSTALLATION BUI I)'F_ P- T O +,f/oar;sow CAP(T� SECTION d L119.(� RE-X"CLOSED AI'N N / �CPnC NOTE AOR CON87N4NON OF SECnONS: yTy ��.`'• •(- HURRICANE CONDITIONS Sr4LE:1/2'- f' SECTION fJ STUD WALL NOUNUNG SECTIONS VN BE yyy��: \`�-"""G'1 • 'A 1 �NALL MOUNTING INSTALLATION COMBINED IN ANY WAY 10 SUIT ANY WSULLITION, a _ FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) y No,44167 o2017 Tr.IACO,Rr. 0.050" BERTHA ALUMINUM STORM PANEL L.C. SECTION I SCJJE. T/z" I yY : 'w (2.00" DEEP) DRAWN BW (LpTg:DETNL OF SECTION O STUD VALID AL.VJ fOR ' ' '— EASTERN METAL SUPPLY, INC 07/26/17 WAIL NWNRIA:,INS7ALLII/ON-SfCum 2(TOP) .', '4,Y <IEB NIST ROOS DRIVE /•• TWT TESTING 6 ENGINEERING COMPANY NEST PALM PEACH,FL JN07 W.Nr.aero 1,5u.-uF°NA.oH1JUT."Tv.1 P/f0/LC(.767)109-B1Bd FA1+(531)841-1718 17-097 O . 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EASTERN METAL SUPPLY, INC Ogre w 9 42Ee REST ROADS ORIP6 Q r ryrY TILLIT TESTINO 6:ENOINEERINO COMPANY REST W O[Avf.R J3407 17-097 112" 1° rMON�: M-661FAX: 60841-1716( ,ED—ooa671a fa" ryeNCe t'1 WALTFRrLOr A TIlLI1. o,E. 'J01lL rLOR 1.f10A N. H167 SNECT 6 Or 11 A` -1 1%+'N1K ,/-' BklCK YEEIlCH ._G:TISIlNC PENETRATION TO _ - MAX ' i JAC4�1' Lr� vFETIER CONCRETE BLOCK 21"If1 LYAVCAE7E I0�. •, ly __7_ _ -___ J_ I!All N ! ��,.\ l/xOrR'ELCO Nrofe -ras fNG. POURED CONCRETE./ '� `PANELAIAIE]i'AR.ANGfORS OF I/�'0 STff.T ANGLE IlflTEG i 1 + '•? S J 1/10x8'ELCO male �. EXIS78VG p OR CONCRETE&OCK- /Aprons OR I/+'c'uco¢LICE AS APPLICABLE PpUAED CONCRETE I _PANELWATE MAS ANCHORS OR 1/I"e. STEEL ANGLC LINTEL 4 7 OR CONCRETE BLOCKS IAPCONS OR 114 0 ELCO AIALE AS APPLArAGIE �3 W.1LL NEOLCRED i I' PANELAIATES WIE SCHAbtJIF"FCR SPAGIICJ, j �z I I WALL RET]NWFp I I , 1 I;' PANELAW IES(SEE SCHroUiE FOP.SPACING). 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TILUT TES71N0'�EHGINEERINO COMPANY WEST PAL,If EFACH,fL JNO7 SCALE I12'm I' Alsf law.NR.66 6w.]Of,wsaA G,A]pl➢,n NIH PHONC(66))209-B26J.FAY..(M)J41-1716 17-097 J.FOR NEW NYr7O FRAME CONSTRUCTION.'WOOD MMAL.S 7O 8E SOUTHER:! Rues I n06j6T1•INo,rm:n77;6It-1:J1 mr an ORAk1NC Na PlN£N6.7, W/'SPEC C f NSi)Y OF 0.55 OR EQUAL EB-OOG6Tp WALTER A III 111Jr.,RE, ff0.1�-ai 7N/1 SSEE7 12 Or 17 FLORIDA U..441fi7 WOOD TRUSSES OR RAMA 1/4'0/APLYINS IEYlDI1 INUSSES OR RAFffp rW/1 /%2'tido.7NNFAUEU O 74'Q C.REOWRED � O 74'0.G N£OtJIRFO —• VIII.. I PENEIRAWN TO DOSONG _- 11 I KVW 11CADEMI'M SCHEDULE) : 1 - 'Ll -62 Ec _- ::p 00, �� �j< 1,111j - Y I 1'x 4' 1/B' I 'f l • ! I M/n.(6061-I6) ! Alum 11410 x!/9• i uc slx,x11 :JIW/BUM1GEX I my/oUTEK SORDEx SCREW ! WOOD NEADEN i �O G''Oka � 4 Conf. A�D 077+OF i O f,50.�. I �1':•'�"� I 1 REOU'RN I 1 DIMING 117700. 't I NFMSO7(7"Nin i NJ I I "' I I I NDNIINL W/DIN) (/4'0-10 x ' j i RM READER W/7'Min. J/9''S.S.RnC15 I N ;AOOEOU/RCO 1 �+ I'Mtn. 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Nex , 2 x 4 STUDS M ®coat — ® !6 OC M RLY7D J LxsnNG 1B°. r/r arwaoD ExsrnM / ;14"0 x B CLOD m°1a PANELAATE REO'D(TYP)W/FASIENINO RMCK,SILL !114-0-20 r J/4' 7YAS ANCHORS-O.R. 1/4-0 T4PCON' TO.-ruoS �AS;PER ,/ 5:.5.ROL75 W/7/tlS (,SCE SCHEDULE)TO EXISM0 PLYW000. SM rON 2.304 OF WE •7/32•n:INC NUI FLORIDA BUILDING CODE, C 12'0.C. ALTERNATIVE 11 BUILD-OUT INSTALLATION 1`�,J �Tljj'✓:. SCALE. 1/e' I' * VALID FOR 1dAX. A.SD GESIGT! PRESSURE,RAl1NG 9 50.0, -60.0 p.s./. FOR UP TO 4 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78"PANELS LENGTHS, AND FOR +50.0, -.50.0 p.s.L, FOR PANEL LENGTHS GRFJUE22 X50.44167 cxn n ao.mr. D.050" BERTHA ALUMINUM STORM PANEL e.c THAN 78" UP TO' 108" ? (2.00" DEEP) suer!3r. Q EASTERN METAL SUPPLY, INC °'�.M. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ` ? ;� ' �IN E6O.Na. 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EXISTING Min. 1/2'PLYwcon THRUUEU PENEI 1700REO'D(lYF,I W/FASTS1111. (5tt SCREWIF) 10 STUDS AS PFR SECTION 2304!Y 771E ALTERNATIVE 13 FLORIEa,B NLV)I1G CODE. SCALE: 1/2"- 1• . ALTERNATIVE 14 NOTES_: SGAI F.1/2' 7' 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RARNG * VA(IO.FOR MAX. A.S.D. 0£SICN PRESSURE RATING +50.0, -60.0 p.s./. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS IFNGTP.S, AND FOR +50.0, —50.0 P-s.(., FOR PANEL LENGTHS GRFATEP, 2. SEE ANCHOR SCHEDULE 014 SHEET 16& 77. THAN 78"�1/��7L1sij.�8" J r01?NtW WOOD FRAME PINE Na. 2, W/SPECIFIC DENSTYCONSTRUCTOr 06 OAMF .08A£LRS TO HF S111I1HERN , 1 ,t(�kT r�l�lJ�- a, No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR-COMBINATION OF SECTIONS e2017 reTLza,mr. 0.050" BERTHA ALUMINUM STORM PANEL t.c ' (2:00" DEEP) ORAIYN RC WALL.MOUNTING SCC71ONS CAN BE ' "• - :•'L U�� COAISNED II!ANY WAY 10 SUIT ANY fA'STALLATWN.. p (D EASTERN METAL SUPPLY, INC °'a2rf' �' 1!. EC O�w�. IZBB WEST ROA0.5 D/1h£ TIILIT TESTING At ENGINEERING COMPANY WEST PAW BEACH,FL JSf07 17-097 ave Nw.ax.:n,a...xa,wAmIM IP6o171s.n ome, rlKwr.(5vp0a-B2eA,1".e55IJm'f-17Ie •••'•• ilma:(x!)!/t-1310,fe.l(y»)e/t-lS01 a„a DMI1Vl110 No EB-0006T6 WALTER A TLLB.I.,P.E. qPu-DIS qs/r SNEE!15 Or 17 FL0IVOA(te.14167 L '•