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Product Approval Professi&`n l USER:Public User 1 ()r'1{��,ji Product Approval Menu>Product or Application Search>Application Lisl>Application Detai FL# FL11969-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived r Product Manufacturer astern 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 =ShuttersSubcategory 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 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRWG.15-048.pdf Referenced Standard and Year(of Standard) Standard Year TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code 1 of 2 11/10/2015 10:46 AM Florida Building Code Online https://www.floridabuilding.org/pr/pr_app_dtl.asp... Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products _— FL# j Model,Number or Name Description -------..........--- ..-- ----...-- ------ -------------------_...__...-----------..-.i 11969.1 0.030"Thick Galvanized Bertha Steel Corrugated galvanized steel storm panels retained or not by tracks I j Storm Panels(2.25"Deep)-HVHZ- to provide hurricane protection. Drawing Number 15-048 Limits of Use 'Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY Approved for use outside HVHZ:Yes i INC. DRWG.15-048.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 8'-6"for+60,-70 p.s.f.ASD Evaluation Reports for panels mounted per sections number 1 thru 5 and B.See sheet FL11969 R3 AE EASTERN METAL SUPPLY 4 of installation drawing for other spans and pressures. INC. P.E.R. DRWG.15-048.pdf Created by Independent Third Party:Yes 11969.2 0.050"Bertha Aluminum Storm Panel- i Corrugated aluminum storm panels retained or not by tracks to HVHZ-Drawing Number 15-049 provide hurricane protection. . ----................_....__: Limits of Use j Installation Instructions Approved for use in HVHZ:Yes i FL11969 R3 11 EASTERN METAL SUPPLY Approved for use outside HVHZ:Yes j INC. DRWG.15-049.pdf Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure:N/A j Created by Independent Third Party:Yes Other:Large Missile.Max.span is 10'-0"for+62,-73.3 p.s.f. Evaluation Reports ASD and for mountings number 2,6,7 and 8.See sheet 9 of FL11969 R3 AE EASTERN METAL SUPPLY installation drawing for other spans and pressures. INC. P.E.R. DRWG.15-049.pdf Created by Independent Third Party:Yes 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 2007-2013 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: Ch 4k M CgCsejcur'I t vm i.i it i c 2 of 2 11/10/2015 10:46 AM GENERAL N07ES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUA77ON DOCUMENT(P.GD.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH NOTES THE 2014 (5th EDITION)OF THE FLORIDA BUILDING CODE 0.1)MINIMUM EMBEDMENT OF TAPCON, ELCV PANELMATE, Cr TAP-GRIP AND CRETE-FLEX 554 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 114;• 7 J/8"FOR ZAMAC NA/LIN ANCHORS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND 6.2) 7/8'fAfX-!N ANCHORS SHALL BE ENORELY EMBEDDED INTO 774E CONCRETE BLOCK UNIT NO EMBEDMENT INTO STUCCO FOR A D/RECTION4LITY FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FBC AND SHALL SHALL BE PERMITTED. 114-0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 S.3)MINIMUM EMBEDMENT OF 1/410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTlPLY1NC 714EM BY 0.6 IN ORDER TO NO 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. (A.S.D)-DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM SHOULD STUCCO EXIST AND 1'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON 77415 P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33X INCREASE IN 6.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE ALLOWABLE STRESS FOR WIND LOADS WAS LIQ USED IN THEIR ANALYSIS.A 17UR1710N FACTOR CD--1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAIN STRUCR/RE 8E4IND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES VERIFICATION OF FASTENERS 1N WOOD. IN D.7)AND B.2)ABOVE STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED/N ACCORDANCE WITH SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIRCATIONS OF THE ANCHORS ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS 8 1022.01-96,f 0221.01-01 AND P 0616.02-05, PER MANUFACTURER. PROTOCOLS TAS-201, TAS-202 AND TAS-203. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR.7004-H34 ALLOY. 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 7 THRU 16(SHEET 3&7 OF 15)EXCEPT THAT HEADERS 2, J&4 SHALL.NOT BE USED. 3.ALL ALUM/NUM EXTRUSIONS S114U BE ALUMINUM ASSOCATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. 8. ?SHALL 8E THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 7Ff£STRUCTURE WHERE SHUTTER IS TO BE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED 70 INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR W000 FRAME 50018 W/50 k.1 YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS. 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ASI 304 SER/ES STAINLESS STEEL. WITH 35 ksi MINIMUM YIELD STRENGTH. THE BUILDING TO PREVENT MNOIR41M INTRUSION. CAULK AND SFJL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAW/NG PLUS ANY BUILDING AND ZONING REGULA77ONS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): PKOVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (A)TO EXIS77MG POURED CONCRETE 11. (0) THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA77ON - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LTA. BUILDEX. (REGULAR OR 410 S.S.) FOR A SITE SPECIFIC PROJECT-i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS - 1/4"0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRO-FAST CORPORATION. (6) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING UAE SAFETY OF THIS - 1/4'0 2AMAC ARLIN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. PRODUCT BASEDDOCUMENT. CO THIS REO. PROVIDED HE/SHE DOES NOT OLVCTORS FROM THE CONOIDONS DETAILED ON - 1/4"0 x 7/8"CALK-IN ANCHORS OR ELCO mole&Female PANELMATE"AS MANUFACTURED THIS DOCUMENT. CONSlHUC770N SAFETY AT SITE 15 THE CONTRACTOR'S RESPONSIBILITY. BY POWER FASTENERS INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. (c) THIS PRODUCT EVALUA77ON DOCUMENT WILL BE CONSIDERED INVALID/F MODIFIED. - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPEC14LTY COMPANY. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL NOTES BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX S54 IS E J/4-, USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.O.ENGINEER,SHALL SUBMIT TO FOR ZAMAC NAILIN ANCHORS IS 1 3/8; FOR ELCO PANELMATE ANCHORS IS 1 314-, THIS LA17ER THE SITE SPECIFIC DRAWINGS FOR REWEW AND FOR CF TAP-GRIP ANCHORS 15 1 1/4; (e) THIS P.E.O. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD A.2) 7/8'CALK-IN ANCHORS SITALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETEE, NO EMBEDMENT INTO STUCCO THAT PREPARED IT. SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1 12. SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH MINIMUM FOR WALLS WITH NO STUCCO. SECTION 1710.8.3 OF FLORIDA BUILDING CODE. ONE LA6E7 SHALL BE PLACED FOR FVERY OPENING.LABELING TO COMPLY WITH A.J)MINIMUM EMBEDMENT OF 114"0 x 3/4'ALL POINTS SOLID-SET ANCHORS'SHALL BE 7/8'INTO THE POURED CONCRETE: SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. NO EMSEUMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS OR PAYERS BE FOUND ON THE FXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE USED TO INDICATED ON NOTES A./)&A2)ABOVE. E At,<.jj!IL!1'":, OBTAIN PERMITS IN THE STATE OF FLORIDA (8) TO EXISTING CONCRETE BLOCK WALL: ���';,,\`�..•••.. ``/�YYi - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. (REGULAR OR 410'SS.) „V•.' C.I '• T - 1/4'0 CRETE-FLEX S54 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS �-Ac�'��0 ••;v��! FLORIDA BUILDING CODE (High Velocity Hurricane Zone) - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY 7RU-FAST CORPORATION. ~ ,• ND A^ 02015 DLIECO,INC. (7.050"BERTHA ALUMINUM STORM PANEL FAL- 1/4'0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. ;�:• ���UL'7 (2.25`DEEP) DRAW'r'8Y' - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO mole&f0 /. PANECMATE'AS MANUFACTURED = BY POWER F45TENERS, INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. - 03/24/15 - 1/4'o x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. I L E C O iwe. EASTERN METAL SUPPLY, INC 047E. - • 42G9 Wc57 CN,I JJ4 •� �'� •!�i TILfJ7 TESTING RCNC/NECRING COMPANY WEST PAD/061.I,X- !!1)5 15-049 ' 6tS!Kx.,f6M.51 Sr Sal.WxLw caPPfl'6./�.Dlab PHONE(SOIJ,SJJ-00G 1,FAx:(551)568-172T0 i`yrs 1'r ••••(�,�• �l A,rvv:(.1min]rB-O , u:(.lO3Js]r-1311 tlS®1v art ORAW9VG No EH-0 006]19WAL ¢K s In=r fYIr�I1LTLd1Lf A`•�L" IER FLORIDA LiIX/74767 RD 11-2ro U/sI/1i - - SHCCT 1 Or 15 .. ti 2 ro• AG ISM-(!WK WlDiN) 9.II9'(TOM WfD1N) 2.4ro•. �12.000'(EfFECRIE WfOHI) � �--6.000'(EFFEClAE WfDiH)—1 ,gip d T 1.we. 1 K APAT.C2e(\71p)1.500- 1.300' r.300' 1.500' 4./7J' 4.473' � 4.47J' R@5. I I N N Tl'fC N N .On' I-2125'-I�JB]3"—f-2+25- 1 I [-2.125•-I I .1190•.._ ..1 zrR ST90'� IF--- Q1 ALUMINUM PANEL lA ALUMINUM HALF PANEL Ss9, iso+' e 'U' HEADER © h' HEADER 30 3' Max. 'U` BUILD OUT au. sever J/d�r• scue:J/e'-r' t—� a,t. .IBB' • .l If- .Jsr - 0 II .mr 11'9 S7U SLE + .ee• 6 I .IBB' I 750 ®SPACINGS SHO�W1 N 8 R 1.25 uux-{ $,0 Ji'"�1 I r 0.SEC T— R xw• �_ -II-.o9T S -.nss• i rtc[oan� .ovJ• o^ JI_L. •� .DOJ' I .090' �. • � �zOm'� .TBP I 120' 1930'~ � 1.000' 50 3` ANGLE BUILD OUT BRACKET © F` TRACK ® 1 1/4' MAX. B. O. Q7 REVERSED 'F'ANGLE TRACK ® 'F' TRACK ANGLE 09 STUDDED ANCLE SGC!£:J/B•�1' SUIS:JIB'-,• 6017-TS Adore ALIAY sloe:JIB•�r scut:J/e'-+' F` TRACK AL (J)5/8-0 HOLES ,790• I/t'I S S 5n0 AT TOP UNE Y�-,�7 LEGLmIrc LaarroN 6116,HcEzs- 21 ATBOROu UNEf0R,/1Y-20x1'SSWCHINE .06J- SCREW FAAPCONS M/NI WALL 1.7520.632OBD' ANGLE WITH STUD 10 2'x5(MAX)xf/8' '/I B�� DETAIL 1: s,Do w/DIE c4sT zwc 12' ANGLE WITH STUD l4' NICKEL PAh71 WING Nu 55 TD�E a<o !! J l6 x7'x l4' LONG WALL PLATf vi rEUOr CF(B I.JiI- �.. n SGML J/18'-1• qq 3 12A ROUND HOLE AT PANEL ,.�F.y (OPTION TO 12) 13 KEY HOL \lVASHERN$�c FLORIDA BUILDING CODE (High Velocity Hurricane Zone) '� fD0£D<QI f J,OS-Nlst Atrm.RIDr V �: i u7 02013 muco.NO. 0.050"QERTHA ALUMINUM STORM PANEL l.R.L OPTION 1 OPTION 2 R (2.25"DEEP) MW Br- _y, t+ 07/24/15 12 KEY HOLE AT PANEL - IL E C O�pc. EASTERN METAL SUPPLY, INC D,rF. .r J 4268 WEST� .JJ4 nCCR TESTING h ENGINEERING COMPANY WEST PALM BEIGH.GH,R.7]107 COMPONENTS 6155 KW.l6N.A S'701 6719 T JJr6e PHONE.' 5-049 (561)SJprt6061,FM:(3B1}SBB-1780 1RAWNG i C.�, Alone:rJ09f8)I-ISTD.!u:(JO! 71-WI �']ir1 <•,U I'i:!\`,,' ,` EB-0006719 ORAWMG Ib i i1:�` WALTER a IrCl/T Jc P.E. ayN/rs - - 1l�:Fl iLORI61 Uc./11167 SHEET IA OF IS 70P TRACK (SEE COMPONENTS. SHEET IA OF 15) CONCRETE ANCHORS (SEE SCHEDULE) --- g rA h7ax. 1 Min. 1 Min. 0 0 0 0 0 0 -------------------------- r_1___r_r_r_r_____r_r_�___�_i j i h k O m ti L h 0 1 w Typ j � O ' U T j A 4--t[IM L ...... _... ..._. :. .. - h a 4 J 1 I.A3X.�. CONCRETE ANCHORS (SEE SCHEDULE) j" Max. 1 Min. 1 Min. 80/710M TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS• SHEET 1A OF 15) .SGCE: 1/8-= 1" �1/4-Max. GAP 1/4'•Max. GAP,,., �`�Y'.• " '�� FLORIDA BUILDING CODE (High Velocity Hurricane Zone — S;• 02015 naECG.we 0.050 BERTHA ALUMINUM STORM PANEL cRL /y (2.25"DEEP) DRAWN BY. SECTION A—A .. `� = 11LIE C O.Ne. EASTERN METAL SUPPLY, INC a,� �J 1' NLUT TESTING&ENGINEERING COMPANY WES/PALM BFACN,R lJIO7 i.A• Q� 6155 x.r..fNti ST.SM.TOS 1flmOl OlcOfnS.n JVE6 PNON£(561)J.TJ-6061,FAY:(561)SW-4780 15-049 SCALE: 1�8�= I' �„ �X Plan:(J0.5,b7I-rmo.r:(M'IJfnI-ralr ORAWMG No 1-\ ®-0006719 memav ur[ +-"' pp1••�y'4\>>� WALTER 17LUFP.E O rr-zre m/tVu FLORIDA Lk.0 N IOr fs 67 _ - - - SHEET 2 Cant CONCRETE ANCHORS CON, COMCREW ANCHORS CONCRETEANCUORS (SEE SCHEDULE) EV'0�j --T CRETE ANCHORS (SEE SCHEDULE) (Sff SCHEMW (SEE SCHEDULE) A cont. .500, ZOO, N N N If— N N Q N POURED, N FVV�RSD POURED w CONC w RE Q CONCRETE RFQ�64—q AN R UIRED Cont SEE SCHEDULE FOR S."o, TO GLASS. SEE SCHEDULE FOR j �SEf SCHEDULE FOR MinON Mm 55PARA"ON ro GLASS 10 CLASS A SEE I'SCREDUIZ FOR 114'0 .SZPAR477ON 20 1�4' TO GLASS ti 60175 313 j2po.C. Nur a 7/8'x 3132* DOL W MING Nur a 714.0 20 34�4' EVERY SIUO TS /"�B - jr,J2' WO NUT V 0,a UR POUR Po�y POUR CONCRETE CONCRETE' Cs POURED-� OR 8�VZ OR C-GNC—ft7F CONCRETE CONCRE7r ,4 BLOCK WALL W OR CONCRETE OR CONCRETE Mo RCOUIRED I WOUREOUIRED BLOCK WALL W BLOCK WALL W IRED REQUIRED I w . '7—�ss- wo- 1 1 — — I . 5 cont. CONCREsCONCRETEANCHORS CONCRETECONCRETEANCHOR CONCRETE 0-20 m..S, (SEE SCHEDULE) CONCRETE ANCHORS (SEE lromr) Cont. ( SCHEDULE) W/(SEE SCHEDULE) 10 Gent. NUT 0 12 0.C. SEE WALL MOUNTING INSTALLATION SEC7101V ANCHOR SECTION SCALE I* BUILD OUT INSTALLATION BUILD OUT INSTALLATION ------------ SECTION 3 SECTION 4 SCALE J/5'- I* FOUR E.O.- EDGE DISTANCE s(w"DJUCLE On CONCRETE 718' J1.12 to I t) OR CONCREFEI BLOCK WALL Wfl'G NUr 0 RCQUIREDm,". a IZ'0,Q I�pjl NATE FOR COMBINATION OF SEC77ON5ti,CEf'JS� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) g cont WALL MOUNTING SECTIONS CAN BE ao5o"BERTHA ALUMINUM STORM PANEL 0200 77MOO,INC. F.R. COMBINED/N ANY WAY To SUIT ANY INSWLA770N. No,441617 '. , (2-25'DEEP) DRAWN B SEC77ON 9 STUD Y. LL MOUNTING, INSTALLATION EASTERN METAL SUPPLY, INC a4M. 42M hfST RGADS DZIE SCALE J/8" I ZT�l Lv=c 0�11 C- � SECTION mur 0 ENGINEERING COMPANY WEST PALM SCAM AL 17407 15-049 •�X, NQfE:DETAIL Of BECKON®STUD VALID ALSO FOR • 071 Am ft r&00 WAL M?A 71OUIr 9 -SEC77ON 2(70P) WALL YOUNTNG INSTAUA77ON -P-E rLaRm I;,-t"167 SNEE7 J OF f5 04LK-1N OR ALL POINT SOLID-Sfr f.O. OR ELCO mofa/IemWn 1/4'R-20 S S.MACH/NE E.D. J'ANELMATE OR Cl LiA-CRJP 10 Cant CONCRETE ANCHORS CONCRETE ANC1rORS CONCRETE ANCHORS DOLT W/NUT R WASHER (SEE SCHFOULE) (SEE SCHEDULEh\ £.U (5EE SCHEDULE) (SEE SCHEOUfFJ\ - 15^'O.G 1 it tI = I :s. )•Mm. POURED CONCRFLE � POURED CONCRETE I I I I I k REONRfD -E0. EQ. REQUIRED T-..f�1 I• r• 1 I POURED CONCRETE oOR I I ' I� WPOURD HLOC I RtQU/RE REQUIRED LEGOC4770N ont. ( I I—'Cont. 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(�SCHEDULE) CONCRETF ANCHORS OR"GO marc/f ole (SEE SCHEDULE) E 0, PANEIMATE OR CF TAP-GRIP ('.SEE SCHEDULE) BUILD OUT MTALLATION CEILING & FLOOR MOUNTING CEILING &_FLOOR MOUNTING WALL MOUNTING INSTALLATION (D M 3 — SECTION 5 sGUE:J/a = r INSTALLATION — SECTION B INSTALLATION — SECTION 7 — SECTION 8 SCALE:1/6'= r" SCALE:3/8. 1" SCALE:3/8"= 1" E.D.- EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10&it OF f5) b G aI NOTE FOR GOMaNanoN of s£cnoNs: 10EIV d FLORIDA BUILDING CODE (High Velocity Hurricane Zone)] WALL/FLOOR/CEKING MOUNTING SECTIONS CAN BE 02015 RLTECO•INC. 0.050"BERTHA ALUMINUM STORM PANEL FRL. COMBTN£b INANY WAY TO SUIT ANY tN5TA1Lt77ON. 4'`t :• Q.441 (2.25"DEEP) DRnwN or.. EASTERN METAL SUPPLY INC ,Et XC. 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To CLASS ANY CW8w4 (P,-f) SECnONs) POURED OF THEM CASE A (Elan) l WALL REOURED +65.0 -77.0 8*-0'OR LESS 2 114- 1 THRU 8 SCALE. 114'- I* r +65.0, -770 9-0-OR LESS j 11116- 1 774RU 8 CASE Q (Plan} +65.0, -72.0 9'-0-OR LESS - j 1 112 11 SCALE, 114-- 1' +62.0, -733 10*-0'OR LESS ,T/8' 2. 6. 7&8 +63.4, -63.5 'g'-01 OR LESS J 112' 9, 14, 10 +65.0, -65.0 9'-0'OR LESS J 112- 12, 15, 16 VARIES POURCO CONCRE7&r +63.5, -63.5 9'-0'OR LESS li OR CONCRETE& 6 OR POUREO CONCRE)OC WALL RCOURED OR CONCREW 8L R-\ "'LL REOVIRED 2500, AfyN CONCRETE' F 12-0. CONCRETE Z500, OR CONCRETE BLOCK Aft WALL REQUIRED 90'l L 13115• 'z tl 1 OR OR .000, X=PUILD BUT 2* TO INSTANCE OR OR OR -055 2' 5"x.055'C.I. 2,At... 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A ORTA tic./44767 SHIM 9 OF 15 MAJOMW A S D DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING aCREDrrrS FOR rnTaTArrATIONq IN CONCRETE AND CONCRETE BLOCK STRUCTURES I[4KNCAI fllTd6ll AAYAd)RS SPACPC fTR E 0.-!1I2' APFLSSIMt[ RW.W LlK'G/$ 6@TF-fIQ'ST1 7NYC N4IN 411K-N 59U0-SET ff).W�.9P PAVELNI[S FAAkL42 AIA IIO SS IAPC9Y MY WNGN{IMW IFTCIII 1'tft) ININC(o-aLJ rvLP'CRCTEl 7P CPKRETE !0 RGYJI 10 fD1.YREIL M R00( I.—I To ROCK N PONCRRE Ma— to LGKREIL N R00K .—.m !P 6100( t0 LLYK!✓tiE l0 RqX ID CllK021Ej 10 RA7( Q'MN E. EDGE DISTANCE H' N/A N/A N/A 4- N/A H' N/A NIA N/A 5- N/A J 1/2" N/A MIA N/A N/A N/A 1(TOP) 12" 4' N/A N/A 10' 7 1/2' 12' 7' N/A N/A 12' fi' f1' e- 12' 7 1/2' N/A NIA I(BOTTOM) 12- N/A NIA NIA f0' NIA 72' N/A N/A N/A 12' N/A I1' N/A N/A N/A N/A N/A 2(TOP) 12' 4' N/A MIA f0' 7 f/Y 12' Y MIA MIA 12- e' it, 0' 12' 7 1/1" N/A N/A 2(WPO.) 12' N/A N/A NIA 10' N/A 12' N/A N/A N/A 12' NIA Il' N/A N/A MIA N/A N/A J(top) 12' 4' NIA MIA 10' 7 1/Z' 12' Y N/A N/A 12' 6' it, H' 12' 7 1/1' N/A N/A J(WPOM) �(f G({ORS,C CEQfQ 12' N/A N/A N/A 1O' N/A 12- N/A N/A N/A 12" N/A 1I' N/A N/A N/A N/A N/A 4(TOP) ANCHOR TYPE ANCHOR SPACING 12- 4- N/A MIA f0' 7 1/2- 12' 7- N/A N/A 12' 6' 11' It. 12- 7 1/1' N/A N/A 4(WPO.) _ 12' NIA N/A M/A f0- N/A 12' MIA N/A N/A 12' MIA 11' N/A N/A MIA N/A N/A 5(TOP) CF TAP-GRIP,PAN�AMTE OR PANEU44TE PLUS 50 11" 4' N/A N/A (0' 7 I/2' 12' Y N/A N/A 72' 6" 11" 6' 12' , I/2' N/A N/A 5(BOT10Y) GU[-IN 25' 8 112' N/A 12' N/A 5 I/2' N/A ]1/2" N/A NIA 1(/A B 1/2' N/A if f/Z' N/A 11" N/A 9 1/2' N/A 6(fOP) SOUD-SET 3.5' B 1/2' N/A 12' N/A 5 I/2' NIA 7 1/2' N/A 10 1/2' N/A H 1/2' MIA II 1/2' N/A 1!' N/A 9 112" N/A It(Wr10M) CRETE FEET 554 60' 655.-655 7 1/2' N/A 11 1/2' N/A 5' NIA 7- N/A 10 1/2' NIA 7' 1 N/A 10 1/2' NIA 10' NIA H 1/2' NIA 7(I0P/BOT70M) 9'-0.O LESS REGULAR&410.SS TAPCON IN BLOCK 4.0' NIA N/A N/A N/A N/A NIA 12' 7- 12' 12' 12' 6' 1 6- 6- 12' 12" NIA NIA H(IOP/6OTMA0 • REGULAR&4M.S.S TAPCON IN CONCRETE JO' 12' N/A 12' NIA N/A NIA 12' NIA N/A N/A N/A NIA 12' 'N/A 12- N/A 12- N/A 9(TOP) 11' 4- 12" 10' NIA N/A 12' 9" NIA N/A N/A NIA 12- H" IY 7 1/2' 12' 6' 9(Gomm) NIA NIA NIA N/A NIA N/A 12' 6' 12' 12' NIA N/A 12' H' 12- 6' MIA WA 10 O) 11 P Y 12' 4' 12' 10' NIA NIA 12- 9' N/A N/A NIA NIA 12' B' 12• 7 1/2' 12- 6' t0(WPOM) NIA NIA N/A N/A NIA NIA N/A NIA NIA N/A N/A NIA 12- 9' N/A NIA NIA NIA 13(TOP) NIA N/A NIA MIA NIA NIA NIA N/A N/A NIA N/A N/A 12' B' N/A NIA NIA N/A 13(BOTTOM) 12' NIA 12- NIA NIA N/A f2' N/A NIA NIA NIA WA 12' NIA 12' NIA 12' N/A 14(70P) 12' 4- 12- 10' NIA NIA 12' 9- N/A NIA N/A NIA 12- B 12- 7 1/2 12" 6' 74A(BOTTOM) 12' T(7A 12' 7' NIA N/A 12' 6 1/2' NIA N/A NIA NIA 12" 6" 12' 5 1/2' 12" 4- 74Y(60710M) 1f 1/2- N/A 12' N/A N/A MIA 12' NIA N/A NIA NIA NIA 12' N/A 12' N/A 12' NIA 12(TOP) B 1/2' NIA 12" N/A NIA NIA 7 1/2- NIA 10 1/2' NIA NIA N/A 11 1/2' NIA II' NIA 9 1/1' NIA 12(BOPOY) 11 111' N/A 12' N/A NIA NIA 12" NIA N/A N/A NIA NIA 1 12- NIA 12' NIA 12' NNIA 15(IOP) NIA 12' NIA N/A NIA ,7 1/2' NIA NIA NIA N/A NIA I1 112- N/A 11' NIA 9 1/2' 154(BOTTOM) NTA MIA NIA N/A NIA NIA N/A NIA N/A NIA NIA NIA J' N/A J' NIA J' f5B(Bottom) 11 112- N/A 11' NIA NAA NIA 12' NIA NIA NIA NIA NIA 12- NIA 12- N/A 12- I6(TO) NIA 11' NIA N/A NIA 7 1/2' NIA N/A NIA NIA NIA It 112' NIA 11' NIA 9 112' IM(BOTTOM) J'" NIA N/A NIA NIA NIA J' NIA WA NIA N/A NIA 4' NIA 4- NIA 4' TILL,(BOPOY) N/A NIA NIA 6' N/A 6' N/A NIA NIA G' N/A 6- NIA NIA NIA NIA 2(TOP) 6' 4' N/A !(/A 6' 6- 6' 6' NIA N/A O- 5' 6' 6' NIA NIA 2(WnOM) +65.0,-65.0 6' NIA N/A NTA 4 1/2 N/A 6' NIA 6' NIA 5 1/2' N/A N/A N/A NIA NIA 6(RIP) 9•-0'70 10•-0' 6' NIA NIA NIA 4 112 N/A 6- N/A 9 1/2' NIA 6- NIA 5 1/1" NIA NIA N/A NIA NIA 5(BOTTOM) 6' NIA NIA NIA 4' NIA 6' N/A 9 I/2' NIA 6" N/A 4 11- NIA NIA N/A NIA N1A 7(TOP/WTTpt) NIA MIA N/A NIA NIA I NIA 1 6' 16' f2' 17, 6" 5' 5' NIA NIA N/A N/A B(TOP/AOTTOM)WXYMUM ' •REDUCE ANCHORRSPACING BY UL7TPLYINC SPACING•SHOWNDISTANCE ON SCHEDULE BY THE TOLLT OWNO FORS ~ UARM 70 S—4N A Ma"SRA(�1i1 jj�'e:v (NOTE..Min.E.D.FOR CALX-IN ANCHORS IS 2 1/27 �� ,\AGI �`AAs FLORIDA BUILD/NG CODE Hi h Velocit Hurricane Zone FOR THIS OPERARON TO BE FOSIBLE,REDUCED SPACING OBTAINED USING FACTOR SUML NOT BE •`� •"•.,A)•'i - ( g y LE53 THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS �LEGEND. e°• �`.•• l�CEI"y c ''. 0.050 BERTHA ALUMINUM STORM PANEL r.R.L. FACTOR I!�� •,'Q 02015 RLTECO,INC. AC7WL a o. N�. ^^ (2.25"DEEP) DRAWN Br. REGULAR TAPCON& ZAMAC NAIUN,CRETE-FLEX S54& Cp�_IN $OLIO-SET CF TAP-GRIP _ _y 'iS'. Ili/24/IS 410 SS.TAPCON PANLLNA7E OR PANE-2Z PLUS 1,. LL� EASTERN METAL SUPPLY, INC DATE. ,• - .86 .75 .78 1 1.00 -�•. - 1L ECO,NO. ( A 1268 WEST R6405 ORAE 1 1/2" - .7f .50 - .HO '^��',��� 1- N TILI/T TESTING d ENGINEERING COMPANY WEST PAX BEACII,R.J3407 15-049 0 6155 N.W.,16YI.R ST..Iaz YES 6w+R.5 N JTI65 PLLGNC(561)5/3-6061.FAX.(561)588-4780 ( n `.�� e�.:(xcJeTr-ISTD.ro.:txulen-Ivl 2- - •50 - - - •`A•��r V f�'I J r` 'v EB-00067/9 ORAWITJG NP 1 112- O.JS _ _ _ _ ":�.7 u:l 1�•,,,•.T C yt•.:a+y, WALTER A nLLr JT.P.E P[a II-AI6 mA13 SHEET 10 Of 75 t) .•� FLORIG4 Uc.B 44167 _ _ _ ra• MAXIt X A.S.D. DY-%W PRESSURE RATING (Ds. ) AND CORRFSPO W-WG J.4XW&ANCHOR SPACING SCH"UT F FOR INSTAL LATIO S INTO CONCRETE•'AND CONCRETE BLOCK STRUCTURES AM M UM MWO S VA-C r E D.-J 1/2'• APPLc E m ASR DES-GHSEcuous/& M4"`AML P URC REaAIAR TMSONS CR2lE--F EV 554 7AYAC imjN G1f/f-N SWD-sET Cr W-mp PA.-ZWTM PAAAaM E PII.G 410 SS L�aGY1N M,I,�y ,ynon LCI 1•(R) LUTING(o-:I) m cwCRCTE m 6LDrx m WIKFER m CEDEX ro camc r m BLJ m CONCRTE m CLOCK' m GLY.'rRETF m a" m CWCRM TO 81OIX m CONCRETE m CLOG( m CDAVICIE m MiO m CQYrt+E1E m BLOCK (!F/Npf E. D. =EDGE DISTANCE 6' NIA N/A N/A J' N/A 6' NIA N/A N/A J 112' N/A 2 1/1' N/A N/A NIA / NIA 1(rOP) 12' 4- NIA N/A IO' 6" 12" 6" N/A N/A 12" 4' 9 1/2' 7' NIA N/A NIA NIA I(BOrrOM) 12' N/A N/A N/A 10" N/A 12' N/A N/A N/A 12' N/A 9 1/2" N/A NIA NIA NIA N/A 2(TOP) 12' 4' NIA NIA 10" 6• 12' 6' N/A N/A 12" 4' 9 1/2• 7' NIA N/A N/A N/A 2(BOTTOM) 12' N/A N/A N/A 10' NIA 12" NIA N/A N/A 12" N/A 9 1/2" NIA N/A NIA N/A N/A J(TOP) 12' 4- N/A NIA 6" 6' 12' 6' NIA NIA 12' 4' 9 1/2' 7- N/A NIA NIA NIA J(9071UM) +65.0. -77.0 12' NIA NIA N/A ID" N/A 12' N/A N/A N/A 12• NIA 9 1/2' N/A N/A N/A N/A N/A 4(TOP) 9'-0"OR LESS 12' 4" N/A NIA 6' 6' 12• 6' N/A N/A 12" 4' 9 1I2 7- N/A N/A N/A NIA 4(BOTTOM) 12• N/A NIA N/A 8• NIA 12' N/A N/A NIA 12" N/A 9 1/2• N/A N/A N/A NIA NIA 5(TOP) 12' N/A NIA NIA 7" 5' 12' 5" N/A NIA 10' 4- 7 1/2" 4' N/A NIA NIA N/A 5(90770M) 7• NIA N/A N/A 4 1/2' N/A 6" N/A NIA NIA 7" NIA 5' NIA NIA NIA N/A N/A 6(TOP) 7• NIA N/A NIA 4 1/2' N/A 6' NIA 9' NIA 7- N/A 5" NIA NIA NIA N/A NIA 6(BOTTOM) 6• N/A NIA NIA 4- NIA 5 1/2' NIA 9- NIA 6" NIA 4 1/2: NIA NIA NIA AI/A NIA 7(TOPIBOTIUM) NIA N/A NIA N1A N/A N/A 12" 6" 12' 10' 12' 4' 6• 4" NIA N/A N/A NIA 8(TOP/BOTTOM) 6 1/2' N/A 12' N/A N/A N/A 6 N/A 9 112 NIA NIA NIA 9' NIA 9' N/A 7 1/2" N/A 7(TOP/BOTTOM) +65.0,--72.0 N/A N/A NIA NIA NIA NIA 12" 6" 12' 11' NIA N/A 12' 6• 12" 6' NIA NIA Ir(TOP) 9'-0'OR LESS 12' 9' NIA NIA 12" B" 12" 11' NIA NIA 12' 7• 12' 6 112' 12" .5• y(BOTTOM) 6' NIA NIA NIA 6- N/A 6' N/A 12• 10" 6" NIA 6' NIA NIA NIA NIA NIA 2(TOP) 6" NIA NIA NIA 6' 5 1/2• 6" 50 N/A NIA 5- 4' 6' 6' NIA NIA NIA NIA 2(BOTTOM) 6' NIA NIA NIA 4• NIA 6' NIA NIA NIA 6" NIA 5' NIA NIA NIA NIA NIA 6(7z)P) +62.0,-733 6' NIA NIA N/A 4' NIA 6' N/A e' NIA 6' NIA 5' NIA NIA NIA NIA NIA 6(BOTTOM) 9'-0'TO TO'-0' 6" NIA NIA NIA 5' NIA 6• NIA 8' NIA 5 I/2" NIA 4' NIA NIA NIA NIA NIA 7(TOP/BOTTOM) NIA NIA NIA NIA NIA NIA 6" 5' 12' 10" 6" 4' 6' 4- NIA NIA NIA NIA 8(TOPIBOTTOM) ' I (BOTTOM) N/A N/A NIA NIA NIA NIA NIA NIA 12" 10' N/A NIA NIA NIA NIA N/A NIA NIA 10(TOP) 17(IOPlao"ON) tz �y fir,'al ANCHORS LEGEND ;•'7J�• O y� , •MAXIMUM ANCHOR SPACINGS ARE VAD FOR J 112'EDGE DISTANCE.FOR E.D.LESS TAW J 112: REDUCE ANCHOR SPACING BY MULTU`WVC SPACING SHOWN ON SCHEDULE'BY THE FOLLOWINGFOLLONG ANCHOR T ING FACTORS rP£ ANCHOR r: 0J•'. /��j (NOTE Min.F..D.FOR fiVX-IN ANCHORS 6 2 I/27 - r�7 �7 / FOR THIS OPFRAJ/ON m BE PoSLB[£.ITEOLACED SPACING OBTAINED USING EACTGR S114LL NOr BE 74 M4C NVUNC. SO' LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. CF TAP-GRIP,PANELM47E OR PANELAATE PLUS. •�,' '.`/T� ,. FACTOR CALK-IN 23" `F�i vi.'• •..' •C�'�0�°4'\` ACTING E.D.REGULAR)APCON& IAMAC NML/AL CREW-FLEW S54& /:., 1`ti\ 41D S.S. TAPCON PANQAATE OR PANELMAI£PLUS �-X-IN sou0-s'E'r cF rAa-cRl sou0-sEr J.s• FLORIDA BUILDING CODE (Hig/Lr)1VelocllYtj!y umcane Zone) .86 .75 .78 1 LOU CRETE RXX SS4 6.0' o2D15 nLTEcO.INC, 0.050"BERTHA ALUMINUM STORM PANEL F.R.L. 2 1/2" - .71 .50 - .00 AEG/(AR&410 S.S.TAPCON IN BLOCK 4.0' (2.25"DEEP) DRAW ff.. .50 - - 03124/13 T I/2" O.JS _ - - R£CUTA4&f10 SS TAPCON IN CONCRETE J.D• EASTERN METAL SUPPLY, INC 047E 1 L ECO N C. 4268 WEST ROADS OAC E 77LL1T TE577NG&ENGINEERING COMPANY WEST W PABEACH.FL 33407 635a�('=-,�A( y0+ yNl� PHONE.-(561)53J-6D6I,FM.-(56/}589-4780 15-049 EB-00116719 DRAKAAG No WAL-A RIN Jr.P.E FLORIDA LJc.144167 SHEET 11 OF 15 .4JJ'O.D.x.634'LONG BRASS' I/4'0 NC SCREWS BUSHMG S !/4'0-20 x 0 6'o.L S 1 1/z•.un. z's.s.s.u.s.0 i2 D.C. /4'm LAC SCREWS TOR SPANS UP TO 5'-9'AND THREADED PENETRATION 0 6.O.C. W/1 f/2'Min. ®6.O.C.FOR SPANS UP �TO EXISTING WOOD HEADER. rTHREADED PENEM477ON 10 9'-0'Mar.OR f/4' l TO IXI571NC WOOD HEADER. 1/4.0 LAG SCREWS 0-20 ELCO male/Female ®6.ac.W/1 1/2'Mm. PAND.WTE 0 12'O.C.W/ . THREADED PENETRATION 70 1 7/8•lXn.PINfTRATION ry� EXISRNG WOOD HEADER. FOR SPAN UP TO 9'-0� 10 Cont f/4•m-20 S.5 BOLTS ® I XTz cane . I I/ D.c. w/NUr x WASHER 3 t 2 cant. Min. w — I 7 H1 I 1 A I 1 WOOD HEADER + 3 0 REVOD QUIREDfR I REQUIRED I wa. m D HEADER I m 4 h M� ARo°R m I m I Cant. REQORED I z m CIA56 H `:'• 2 SEE SCHEDULE I W �-" WOOD HEADER FOR AI'n. I W REQUIRED I STEOP�� ALTERNATIVE 5 SEE SCHEDULE FOR w ALTERNATIVE 1 M`"TO�;°" w a ALTERNATIVE 7 I 1 7/8.0 x 3/J2 WING NUT o EVERY STUD 0 I W � 12'O.0 MIDWTOTH OF PLATE 5 cont. 11410-20 S.S. '.433'OYSHO.D.NC x 1/44'LONG BRASS fu r 1.125 .. BOLTS w/ 7/Box 3/J2' WOOD FOR SPANS'p S7p g•12'O.C. WOOU SND WING NUT PL47E AND 0 6'O.C.FOR SPANS UP 9 Cont O 24.O.C. O 12'O.C. REQUIRED REQUIRED to 9'-0'Al—OR 1/4' z a Pu 1/4'a Nc SGREWS 0 -20 ELCO mate/fama/a REQUIRED 0 6'O.C.W/1 1/2• 1/4'0 NG SCREWS PANaWTE`0 I2'O.r-W/ I T Min. THREADED PENETRATION 0 6'O.C.W/1 1/2' 1 7/8'Min.PLNETRARON 0 M6WIDTH OF PLATE. Min. THREADED PENETRATION FOR SPANS UP 70 9'-0' j 0 MIDRDTH OF PLATE ALTERNATIVE 2 ALTERNATIVE 6 ALTERNATIVE 8 s°axaE a6 I WALL MOUNTING INSTALLATIONS �� �� " ''<< m I + SECTIONS A SCALE: 1/4' a- \LCIS 11410-20 S.S. I N07E FOR COMBIM477ON OF SECTIONS. 80LT5 W/ , x 3/.- WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS WING NUT I IN ANY WAY TO SUIT ANY IN5TALLA7701V �' SIfiie F r�cc 0 12'D.C. �'. w s cone FLORIDA BUILDING CODE elati/� Hurricone Zone) NOTES 02015 mTEco.INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L. 1. INSTALLA7101VS ARE ONLY VALID FOR ASD. DESIGN PRESSURE RAT7NG (2.25`DEEP) DRAWN ay.' i/a:m Nc scREws UP TO +65.0, -72.0 psT AND PANEZ 5 LENGTHS UP TO 9"-0; IXCEPT AS NOTED. os/24/te 2•REOUIREO 0 6 O.C. W/T 1/2• 2, FOR NEW WOOD f1LNfE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN EASTERN METAL SUPPLY, INC DATE: Min.THREADED PENE7RADON PINE No. 2, W SPECIFIC DENSITY OF 0.55 OR EQUAL. 1 L E C O INC. 0 MIDWIDTH OF PLATE. I 4265 WEST ROADS DRIVE nLUT TESTING @ ENGINEERING COMPANY WEST PAW BEACH,FL 1!407 15-049 N55 N.N. 36'M.R]h.JaS Wia/eA GtPa06 n.y160 PHONE(561)SJJ-6061,FAX:(561)556-4760 plow:n05)ell-/SID.f naSTa)I-14.11 _ �� ORAwlm No EB-0006719 comwr ALTERNATIVE 3 WALTER A�j u1P °v'�5 - rs SHEET 12 of 15 wow MUSSES OR RAPIER 0 24'D.C.RMUIRED KWO TRUSSES OR RAFTER 0 24'0.C.REQUIRED ED -Eq —1 ,4", 118 114*0,J14' 1* 4* 1/8' f7w BUXDEX T,'K SCREWS'.x(4 1'- a 6-O.C. IAO SCMI7WS 19 ..0. r) CREWS 4- EACH 4015F. D D- OW Coal- LOCAM SCREW EW SEE AT MDW0774 OF IEK SCREWS SCHEDULE' 0 6*�O.C. I EXWIING WOOD I r FOR mil. MEMBER(2-Mn. EVSDW WOOD $&I-AR4770M WD1N) SEE C.." (2 E MEMBER(2 TO—0 W1 2 1'12 G. ,. S '/WI W R. , ti ED 0" NOMPLU Dl"� INRWCO W1 2 ,iia PENEMATM, To LASS ALTERNATIVE 10 ALTERNATIVE 1/4'0-20 BOLTS 114'0-2D SS Bays W/ WZNG JVU7'0 wwo NUT o 2'x 6' 718.0.3132' EVERY swo 2'.6 12'O.C. V DECK WNG NUT WP 0 1z" O.0. WOOD 12 [REVO'UIRED M. 72 N0. C. REQUIRED A vo RNISII 6 0 3IJ2' Cane (NO FWSH 7 �"7 I'D ALLOWED) NOT a WED) i4i Em"SIVO 0 12'0.0 7.125' Cont wo 0 LAC C-L SCREWS a 6-O.a W/ 2 LAG PON 0 MID 17714 S 0 s-0, C.W/ REQGRRED "12 Min. 7xRC4DE0 114 LAG SCREWS 114-0 LAG SCREWS or PLAyr. REOUAED I 112THRE40CD PENETR41ION 0 MIDIVIDTH 7NRE40ED P&NrTR4)70N. 7HRE06D 0 4!.-W1 1 1 12 A 0 4'—. 1/2/1 MIn. 1-3 ALTERNATIVE 9 ALTERNATIVE 11 A L TERNA TIVE.12 ALTERNATIVE 14 VALID FOR Max. +6.3.5. -6J.5 pst. CEILING & FLOOR MOUNTING INSTALLATIONS WALL MOUNTING INSTALLATION SCALE: 114"= 1" SCALE 114'= 1* NOTE FOR COMBINA77ON OF SECRONS: WALLIFLOORIC&LING MOUNTING SECTIONS CAN BE COMBINO IN MY WAY TO SUIT MY INSTALIAWN. INSTALLATION DETAILS ONEXISTINGWOOD BUILDINGS ....ILL......... NOTES: FLORIDA BUILDING CODE (High Velocity Hurricane Zone) I. INS +65.0, ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE PA77NG 02015 RUECO.INC. 0.050-BERTHA ALUMINUM STORY PANEL AL UP TO+65.0, -720 pf AND PANELS LENGTHS UP 70 9'-0*. EXCEPT AS NOTED. (225°DEEP) DRAWN BY. 2 FOR NEW WOOD FRAME CONSTRLC77ON WOOD MEMBERS TO BE S0UrHFRN EASTERN METAL SUPPLY, INC PINE No 2, W1 SPECIFICDENSfTY OF 0.55 OR EQUAL. TIL ECO ,,..� 420 REST Ra4VS DOVE 77LMr.TES ANG Ik ENGINEERIMG COMPANY WEST PALM AVCH n.33407 15-049 -13051.F"*(561)588- 47M 6561)SM I— CS-0016719DRAWWO N. W41IR 11, z P.C.7 sym 13 or 15 1 7/8'M'n. 2' EXIS71NG 11410x8'ELCO mala PENETR4770N Max BRICK V£ENCR PANELMATE NAS ANCHORS 0 6 1/2'O.C.W/1 7/2' I Mn.THREADED PENETILIT/ON 4'x 8'(Min.)EXISRNG _ i .500-- INTO WOOD HEADER. WOOD BEAM REQUIRED. 1/40 LAG1112-SCREWS 0 6' O.C. LAG SCREWS(. 6' STRUCTURAL ADEOLACY - O.C. W/7 I/2"MAN. O.C.W/7 1/1'MIN. OF IX/SRNG W000 THREADED PINETRATION TO lHRFADEO PENETRA710N 10 BEAM TO G WOOD I FEX!$T/NC WOOD HEADER. FExL571NG 151700 HEADER. BY REGISTERED ENGINEER IN .500' .250' .250 111 .250" OR ARCHITECT PRIOR C — - _ Mox, _ .500' Ma F.500- Max. TO SHUTTER INSTALLA77ON. I - -� 2' 114-0 LAG SCREW 250 H R Min• I I 3 u"` I 2 Cont. ' I 0 C.M. o 4'O.C. W/I 1/2'Mi M4 Cont. REOU/HLD I onf. THREADED PENETRATION SIM..ANGLEWOOD uNTEL I HEADER WOOD HE DER AS APPLICABLE I 1 i RFOVIREO I ...0 � REQUIRED I o ro I I I SEE SCHEDULE I m EE SCHEDULE FORFOR MM. Min.SEPARATION I I SEF SCHEDULE I W $FpA247ION TO CLASS I � SEE SCHEDULE FOR Min. I SfPMA77ON FOR Mi�. `1^- 70 GLASS i I sfvARAI ou ro cLus I W TO GLASS I W ALTERNATIVE 15 ��, I I I I FETAL z/rs O pE3�L I U if W4 CfASSNC J/4" I t Fri F I Z71% >< r I � I I I EX.7/11 //+"0-20 S.S. t t I a a 2 CL/.55 I BOft W/ I/4 0-20 S.S. I 7/80 x J/J2" i BOLTS W/ I w I WING NUT 7/80 x1112 71810 x J/32' I I c nt 0 12'Q. r I _ WING NUT a EX/SHNG I a 6 I EVERY STUD I 7 BRICK SILL I 1 i I C-f o IZ"O.C. 2 i4' 10 I ALTERNATE(EC Cont. I jPLA� I EU 'mom LOGTK1N�125 _ 61. / nly. a I 1 4 0 LAC SCREWS o 6" EO .J75 N FLA9&.G A5 O.C. W/1 1/2'MIK 1 410 LAG SCREWS _ 1 1 7/6'Min. APPUlv^1E I THREADED PENLTRARON 0 0 6'O.C.W, T 17/J2' I' PENEW77ON 2-1 P M/DWIDTH OF PLATE �, Min.PENETP4 /RED o MIDWIDIII OF PLATE. 2'x 6' 1/40 LAG SCREW - Aax 7.500' I 2•REQUIRED� INTERIORLY REMOVABLE PANELQI W/ WOOD 4'PLA DECK I SIDEWALK BOLTS�EE DETAIL 2) REQUIRED 1HRFAOID PfNLTRA/!ON Min. IXISTING CON IED TO 7 MRU 5/8 0 (NO WED) 110115 AT f L o 6'O.0&FASTENED ALLOWED) ALTERNATIVE 16 0 16'O.C.Al—R oo �° ALTERNATIVE 18A* N() * AT RFAR W/7/8'0x3/32'W/NC NUT EXISTING Min. 1/2"PLYWOOD FY/STING o EVERY SIDEWALK BOLT. J RLOD((Yp)W/FA57DVING BRICK SILL 0-20 x 314" ALTERNATIVE 188 I/40x8'D.CO mole PANELMA7E TO STU05 AS PER BOLTS W/718-1 NAS ANCHORS 0 4 1/2'O.C. TO SECTION 2909 OF THE 3/J2-WING NUT CEILING & FLOOR EXIS77W PLYWOOD SOUTH FL.BUILDING CODE. 0 f2.0.C. WALL MOUNTING INSTALLATIONS MOUNTING INSTALLATIONS ALTERNATIVE 17 * SECTIONS 18 *VALID FOR Max. +63.5, -63.5 psf. SCALE: 1/4'- I' *VALID FOR Max. +63.5, -63.5 psf. STALE: 1/4'= 1' A.S.D. DESIGN PRESSURE R477NG. A.S.D. DESIGN PRESSURE RATING. BUILD—OUT INSTALLATION INSTALLATIONS VALID FOR PANELS(l) USED JOINTLY NOTE FOR COMBINATION OF SECNONS: SCALE: 1/4-= I WITH INTERIORLY REMOVABLEPANELS IYALL/FLOOR/CEILING MOUNTING SECRONS CAN BE COMBINED IN ANY WAY TO SUfT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS !1 FLORIDA BUILDING CODE (Nigh Veloci/y Hurricane Zone) sF .?% ozDis nTECD,INC 0.050 BERTHA ALUMINUM STORM PANEL a2L NOTES AID,4G (2.25"DEEP) AWN BY.. 1. INSTALLA77ONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE R4T7NG y'i^� at/z4/15 UP TO +65.0, -72.0 psf AND PANELS LENGTHS UP TO 9'-O', EXCEPT AS NOTED. :T ;; EASTERN METAL SUPPLY, INC Dere 2. FOR NEW W000 FRAME CONSTRUCTION: W000 MEMBERS TO BE SOUTHERN ._ ,.CR �f/C', 7}g 1 L E C O 1 N C. 420µ=ROADS DgrvE PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. TIILIT TESTING R ENGINEERING COMPANY Wf5 PAIN BEACH 2 73407 15-1749 YYY,,, J-: 1 •'(2-y SSSq x ..4.sK.va.W.cnw urmcxs n snca PHONE.' (561)533_6061. FAX:(561)5(18-4780 11RAN'IAC No (XU70TI-000 fw:ryaslxn-1571 to>rorna+ y•l.•Y N••., ''� v,a� EB-0006719 `YWIlfE/lNI'f 1Llt>'•`ti,.te0 FLO�[le fie 44167 _ a%INs lav _ _ SHEET 14 Of 15 1/4'0 S.S.LAG SCREW 1/40 S.S.LAC SCREW O 4.O.C. W/1 112'MIN- �-ALTERNATIVELY, TRACK®MAY QE ATTACHED ®nfREaO£D/1 112AnON THREADED PERElRAnON AL HOLLOW CEILING K PER DETAILS SHOWN a'(Min.)txisnNc ON ALTERN477VE 9A, SHEET 13 OF 15. '-µOpp 11FAY REQUIREDG _ WOOD BOW REQUIRED. F E _-E STRf/LTURN ADEQUACY STRUCTURAL AOEOU4CY WOOD OF EXISTING WOOD OF E TO B CERTIFIED 114-0 S.S.LAG SCREW BEAM TO BE CERUFlED 114-0 S.S. TAG SCREW REAM GI BE REGISTERED ENnED BY REGISTERED ENGINEER BY ARCHITECTENGINEER O 4"D.C..W/7 I/2•MIN. OR ARCHITECT PRIOR O THREADED O.C. W/1 E MIN. p OR ARCHITECT PRIOR THREADED PENE7RARGN TO SHUTTER INSTALLATION. TNRE'ADED PENET7L1nON TO SHUTTER INSTALLATION.(+) _ 0.25' 0.25' 0.25• 0.15" 4 —® —04 Cant. 3o I Cont. o I Cont o I Lonl. I m I m I m I } SEE SCHEDULE i w SEE SCHEDULE I o I p EXISTING SEESRCHFDULE EEXX FOR Mn. 1 2 IX FOR Nin. I t Z EX�Sn SEE SCHEDULE I 2 CLASS SEPARATION 'n CLSNG TOGLASSI W STO GLASS I vWWi ClASSNG FOR Min. I I u TO CLASS I o SEPARATION 2 TO GUESS 2 DETA(2 J/44 T I t a 1 4 I <D DETM 2 W I 1 tl � I tl I a 3.12's a 7/6"0 x J/J2" I 7/8'0 r 6/32"o 0 x J/J2'o WIND NUT O W/NC NUT O WING NUT W/NG NUT O LyLnY Sn/D Y/8 Fnl EVERY SnfD 10 EVERY SND 0 2 oUc. I O 12'O.G �lnJl.\ I 9 1z'o.c. Cnnf. I O 12.O.c. 9 9 ALTERNATE ALTERNATE Cont.r cont r I LEG LOGO TON I -LEG LOrA TON 1.125' 1.125 1.125' -' ._- _ fff �_-_ ECK1'x 6' _- _ 2�x 6_ 2•x 6" .-. .-��_�� 2'.6' WOOD DECK WORD DECK WWO DECK REQUvoDIRED DD _ REOUIRED REOURED RFWIRfD INTERIORLY R£MOYABLE PANEL@]W/ INTERIORLY REMOVABLE PANFC @I W/ I 1/4.0 LAG SCREWS O 2'U.C. f/4 0 LAG SCREWS O 4.O.C. SIDEWALK BOLTS E DETAIL 1) _ SIDE WALK 80175 CE DETAIL 2)J µ,1 112-MIN.THREADED PENETRA77ON W/1 //Z•MIM TNRF/IOm PENEIRAnON 1/4 0 LAC SCFGlYS O 2'O.0 LONN IED TO I( THRU 5 Z8 O / / WIT 1/2•MIN.THREADED PENETRATION CONN�7ED N I 7HRU TEN 0 I/4•o LAC SCREWS O 4'O.C. HOLES AT lL1JO 6. FASTENED / HOLES AT 1 O 6.O.0&FASTENED WIT 1/2'MIN. THREADED PENETRATION / AT REAR W 7/B"OxJ/J2•WING NUT AT REAR W 7/B OxJ/Jl"W1NC NUT ®EVERY SIDEWALK BOLT. ®EVERY SIDEWALK BOLT. ALTERNATIVE I9A ALTERNATIVE 19B ALTERNATIVE 20A ALTERNATIVE 208 �ySt1,t:l:ifiliil.(U CEIL/NG do FLOOR MOUNTING INSTALLATIONS rFILING do FLOOR MOUNTING INSTALLATIONS .���Y t A; NSECTIONS 20 SECT/ONS 19 1 S ,• T''. STALE: 1" SG1LE: 1/4'= 1• �,C ENSF'••�.py's 1875"� I/4-20x1•IS S/DEIYNX LX1L7S, 1 n' W/J//4'SLOLTED IIFAO.FIXEDJj1 - •� 1 /NIF"RIORLY REAIOYABLE PMLI U •.-'�•• n ��I'C, rHRu xEY HOE£�z O s'o.c t NOTE FOR COMBINATION OF SECTIONS /1/4'-2D '• J- ` WNUr Ai REM. ]/B•I x 6/52" RENOI'/BLE � l�' `' •< WHO NUT 0 - '��� PANn. FLOOR/C£TLINC MOUNTING SECTIONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILD/NGS, 0 s'o.c I I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I � �.r'Vvvl' 11V dlli4�17717`*,,' FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1 I I NOTES., OW15 TXTECD,INC. 0.050"BERTHA ALUMINUM STORM PANEL F.R.L I 1. INSTAL1A77ONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RA77NC (2.25`DEEP DRAWN W,.1073• UP TO +65.0, -65.0 p6T AND PANEL'S LENGTHS UP TO 9'-0: as/24/15 z ROLE 06 ac I L E C O ewe. EASTERN METAL SUPPLY, INC 0A7E: .050• Q 2. FOR NEW WOOD FRAME CONSTRUCT70N.' wool)MEMBERS TO BE SOUTHERN 4268 WEsr Ra4vs DRvr DETAK 2 - INSTALLATION OF /�4'xf PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 1/LLT TESTING&ENGINEERING COMPANY W56 PALM REACH,FL!605 /5-049 6l SA RW.JWn.W.Stw)0.A WN1W o%RoaLA,n 61166 PHONE(SGfJ,S7J-60E7,FAX:(561)588-4760 SIDEWALK BOLTS O REAIOVABLF ,�, ORAw/NG No E8-W06]19 nrt w+:r Sa1LE. 1"v 1' WALTER A 10.LR jr.IPF ao rl-lro wAl%n - - SHEET IS or f5 F10RILL1 U./44167 1 I L_ ECO TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P.E.License No.44167 £L E.B.License No.0006719 PRODUCT EVALUATION REPORT REPORT NO.: 15-0407.10 DATE: April 7, 2015 PRODUCT CATEGORY: Hurricane Shutters PRODUCT SUB-CATEGORY: Storm Panels PRODUCT NAME: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) MANUFACTURER: Eastern Metal Supply, Inc. 4268 Westroads Drive West Palm Beach, Flonda33407 1. PURPOSE OF EVALUATION: This is a Product Evaluation Report issued by Walter A. Tillit, Jr., P.E. (System ID # 1906)to the Eastern Metal Supply, Inc, Rule Chapter No. 61G20-3, 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 2014 fifth edition of the Florida Building Code, and to verify that the product is for the purpose intended at least equivalent to that required by the Code. This Product Evaluation Report shall be subject to review and revision in case of a Building Code change that may affect its limitations and conditions. 2. EVIDENCE SUBMITTED: 2.1. PRODUCT EVALUATION DOCUMENT (P.E.D.): Drawing No. 15-049, titled "0.050" BERTHA ALUMINUM STORM PANEL (2.25 DEEP)", sheets 1, 1A thru 15 of 15 prepared by Tilteco, Inc.; signed and sealed by Walter A.Tillit, Jr., P.E.; dated 03/24/15. This drawing is an integral part of this Evaluation Report. N T14 O�1J _lyJ�"`• a Cm C o l U :• 6355 N.W. 36th Street, Suite 305,Miami, Florida 33166 - Phone: (305) 871-1530 {305) 871-1531 PRODUCT EVALUATION REPORT NO.15-0407.10 2 2.2. TEST REPORTS: Large missile impact and fatigue load tests were performed under Protocols TAS 201 and TAS 203 as per section 1626 of the Florida Building Code. Uniform static loads as per section 1626, per Protocol TAS 202. Test reports prepared by American Testing Lab of South Reports No. 1022.01-96, dated November 8, 1996, signed and sealed by William R. Mehner, P.E., Report No. 0221.01-01, dated May 02, 2001, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E., Report No. 0616.02-05, dated September 14, 2005, signed and sealed by William R. Mehner, P.E. and Henry Hattem, P.E. Tensile test reports No. 1 CM-384 dated March 26, 2001 signed and sealed by Robert Kelley, P.E. and Report No. 5IM-927 by QC Metallurgical, Inc., dated September 20, 2005, signed and sealed by Frank Grate, P.E. 2.3. STRUCTURAL ENGINEERING CALCULATIONS: On 0.050" Bertha Aluminum Storm Panel (2.25" Deep) for maximum anchor spacing vs. design wind load and panel length based on rational and comparative analysis, and in accordance with section 1616 of the Florida Building Code. Calculations prepared by Tilteco, Inc., dated 09/07/05 and 03/24/15, signed and sealed by Walter A. Tillit, Jr., P.E. 3. MISSILE IMPACT RESISTANCE: Large missile impact under section 1626 of the Florida Building Code, as per TAS 201 Protocol. 4. WIND LOADS RESISTANCE: 0.050" Bertha Aluminum Storm Panel (2.25" Deep) has been verified to sustain wind pressures. Maximum panel length shall be as indicated on sheet 9 of 15 of Product Evaluation Document (P.E.D.), drawing No. 15-049. Maximum Anchor Spacing shall be as indicated on sheets 10 and 11 of 15, of Product Evaluation Document (P.E.D.), drawing No. 15-049. 5. INSTALLATION: Installation shall be performed strictly in accordance with the details indicated on sheets 2, thru 9 and 12 thru 15, of Product Evaluation Document (P.E.D.), drawing No. 15-049. Minimum separation to glass shall be as indicated on sheet 9 of 15 of Product Evaluation Document(P.E.D.), drawing No. 15-049. . .......... PRODUCT EVALUATION REPORT NO.15-0407-10 3 6. MATERIAL CHARACTERISTICS AND SPECIFICATIONS: Shall be strictly in accordance with General Notes and Components indicated ort sheets 1, 1A of 15, of Product Evaluation Document (P.E.D.), drawing No. 15- 049. Anchor specifications shall be as indicated on sheets 1 and 10 thru 15 of 15, of Product Evaluation Document(P.E.D.), drawing No. 15-049. 7. LIMITATIONS AND CONDITIONS OF USE: 7.1. Shall be strictly in compliance with General Notes No. 1, 7, 8, 9, 10, 11 and 12, indicated on sheet 1 of 15, of Product Evaluation Document (P.E.D.), drawing No. 15-049 prepared by Tilteco, Inc. and signed and seated by Walter A. Tillit, Jr., P.E. 7.2. Product may be installed within HIGH VELOCITY HURRICANE ZONES as defined on section 1620.2 of the Florida Building Code. 7.3. Product shall only be installed into poured concrete, concrete block, and wood frame structures. Product Evaluation Report prepared by Walter A. Tillit, Jr., P.E. (Florida License No. 44167), President of Tilteco, Inc- (Florida EB-0006719). --T E 49 ij A ozk 4 L /T1 L ECO INC- TILLIT TESTING & ENGINEERING COMPANY WALTER A.TILLIT,JR.,P.E. tilteco@aol.com FL P E.License No.44167 FL E.B.License No.0006719 CERTIFICATION OF INDEPENDENCE (Rule # 61 G2®-3) Evaluation Report#: 15-0407.09 Date: April 7, 2015 Product Category: Hurricane Shutters Product Subcategory: Storm Panels Product Name: 0.030"thick Galvanized Bertha Steel Storm Panel (2.25" Deep) Manufacturer Name: Eastern Metal Supply, Inc. Dear Sir(Madam): This is to certify that this Florida Professional Engineer, performing this evaluation does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the reports are being issued. This is also to certify that this Florida Professional Engineer performing this evaluation does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. Certificajte,of.lndependence prepared by Walter A. Tillit,Jr., P.E. (Florida License No. �o °«J"If 44'LI ;`Rero Tilteco, Inc. (Florida E13-0006719). VU 4z'rV: dd¢dsyr /V �fY �P AR� 9A"yGy:i°. 6355 N.W. 361ilreet, Suite 305,Miami,Florida.33166 -Phone: (305) 871-1530 -Fax: (305) 871-1531