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HomeMy WebLinkAboutProduct Approval 6/30/20,7:13 PM Florida Building Code Online s ♦ BCIS Home I Log In User Registration Hot Topics I Submit Surcharge ( Stats&Facts Publications Contact Us I BCIS Site Map Links I Search Florida 5 "` Product Approval (,,+F`�'Dr g USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail s, _ FL11964-R4 Application Type Revision J! n 099 Code Version 2017 Approved 'I' hu ciD Application Status pp rniliing Comments Archived Product Manufacturer Eastern Metal Sup y Address/Phone/Email 4268 Westroads D e West Palm Beach, 33 ILL COPY (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley I rod riguez@easternmetal.c om 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 0 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 12/31/2020 Validated By John Henry Kampmann Jr. CJ Validation Checklist- Hardcopy Received Certificate of Independence FL11964 R4 GOI EASTERN METAL SUPPLY. ING DRAWING 17-097 CERTIFICATION OF INDEPENDENCE,PDF FLi 1964 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 http://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d Page 1 of 3 6/30/20,7:13 PM Florida Building Code Online ` ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards, Certified By Sections from the Code Product Appro val 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 Sum o 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 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 1 09 0,050 BERTHA ALUMINUM STORM PANEL.PDF Approved for use outside HVHZ:Yes 7- 7 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 Evaluation for+30, -30 p.s.f. 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 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use iti HVHZ: No FL11964 R4 II EASTERN METAL SUPPLY, INC DRAWING 17- Approved for use outside HVHZ:Yes 0�8 '4 ''AGE GALVANIZED BERTHA STEEL 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 V-SO"for+32.6, -32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0, -58.0 p.s.f.ASD See sheet 2 of FL11964 B4 E EASTERN METAL SUPPLY. INC DRAWING installation drawings for other spans and pressures. 17-089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Bactt Next Contact Us::2601 Blair Stone Road Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Coomright 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: ®UWW ® eClret http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpiVBZizlpQE%2fOg"/3d%3d Page 2 of 3 GENERAL NOTES 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017(61h EDITION)OF THE FLORIDA BUILDING CODE THIS STORM.PANEL SHALL=BE INSTALLED AT 8.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS,SG.TAPCONS,ELCO PANELMATE,ELCO TVAS.. HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE/BROWARD COUNTIES). 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, 8.2)-3/4"0 SOLID SET ANCHORS SHALL BE.ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO 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 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM (A.S.D.)DESIGN PRESSURE RATINGS INDICATED.ON SHEETS 2,7,9 THRU 17. WITH NO STUCCO, B.3)IN CASE THAT PRECAST STONE 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 7-10 SHALL BE LONG SHALL BE FIRST REDUCED TO A.S.D.DESIGN WAND LOADS BY MULTIPLYING THEM BY 0:6 IN ORDER TO ENOUGH TO REACH THE MAIN.STRUCTURE.BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE'W/MAX.(A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2..7.9 THRU 17. IN B.1)&8.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.AS TESTED WERE NOT OVER STRESSED,A 33% (C) TO EXISTING WOOD FRAME BUILDINGS.SEE SPECIFICATIONS ON'SHEETS 12, 13. 14& 15.ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR.WIND LOADS WAS MQL USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS .PERFORMED BEYOND`ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS#0321.01-05, #0812.01-05 AND / 0119.01-06.PER.ASTM,E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1,2 AND 31 MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7,.PANES MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 6.2.1.1 AND 6.2A.2,OF ASTM E 1996-02. (SHEEP a THRU 8) EXCEPT THAT HEADERS 2,'3,3A&4.SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR.3004-H34 ALLOY. EL.IT SHALL BE THE.RESPONSIBILITY OF THE CONTRACTOR To VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE-SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S,LiALL BE ALUMINUM ASS TO 6063-T6 ALLOY&TEMPER.UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO GONCREiE,BLOCK OR STORM PANEL COMPONENTS 4 MOOED PLATE AND�5 SNAP CAP ARE PATENT PENDING. W000 FRAME BUILDINGS. 4.ALL SCREWS TO BE.STAINLESS STEEL 304 OR,316 AISI.SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER 9.THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL.SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS DIN 50018 1Y/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SWLLL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 24113.3.4. LENS' 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (a)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC :PROJECT;i.e.WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6.ANCHORS TO WALL SHAM BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS =1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDIX. PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT 0(:l7ATE..FROM THE CONDITIONS DETAILED ON THIS -1/4'0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. DOCUMFNT..CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE ORTVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 X 3/47 SOLID SET ANCHORS,AS DISTRIBUTED BY AIL POINTS SCREW,BOLT k SPECIALTY COMPANY. (e)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. NOTES: (d)SITE SPECIFIC PROJECTS SHALL,BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G.TAPCONS IS 1 3/4":FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER PANELMATE AND ELCO WAS IS 2". USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER,SHALL SUBMIT TO THIS LATTER A.2) 3/4.0 SOLID.SET ANCHORS SHALL BE.ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW.. .STUCCO SHALL BE PERMITTED. -1/4%-20 SCREWS USED SHALL BE 1 1/Z"LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR (e)THIS P.E.U.SHAM BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. THAT PREPARED IT. ,A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACWRER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN FLOOR.ANCHORS SHALL BE.LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE, ACCORDANCE WITH_SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY .SMALL 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 CONCRETE BLOCK WALL' -1/4'0 TAPCON ANCHORS AS.MANUFACTURED BY LLW./BUIDEX. -1/4'0 SG_TAPCONS AS MANUFACTURED BY ITW/BUILDIX. I1;ff!/�!s•Ali�� -1/4-0 PANEL MATES ANCHORS MALE OR IVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS.. i tC1 t, '� TN1S DRAY!!NG SHALL ONLY BE USED TO -1/4'0 11 3/4"'SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT SPECIALTY COMPANY. 11114��F .,t /7-` OBTAIN PERMITS IN THE STATE OF FLORIDA a' '�\GENT, z 0.44167 ? FLORIDA BUILDING CODE (Non High Velocity.Hurricane Zone) * * 02017 IXWO.h1la 0.050" BERTHA ALUMINUM STORM PANEL LC. T._ ST111TE OF '• t �N• (2.00"'DEEP) awl26 7 m/ls/v L E C O tTMc. EASTERN METAL SUPPLY, INC arc' T WT TESTING k ENGINEERING COMPANY a1U I...361R sti.Si]GS W.yu4 cYro04 rt>)140 6 PALMHFAQL M-N716 17-097PHONE'(56)209- BL rAt(56081 �•••• -vm.:(.w1H71-16b.ra,(b5)411-16)I AnaI- DRA NG No EB-0006719 m I!-0/T /://� WALTER.A TLLIT Jr:,P.E. SHEET 1 OF 17 FLOWDA Ua.4067 f 4 14.101'(TOTAL WIDTH) 8.151'(TOTAL WIDTH) 12.000•(EFFECTIVE WIDTH) 6.000(EFFECTIVE WIDTH) 1.170" 1.070' 4.880 1170" ! n ! r.1i7o' �- 1.070 1l&M Tx, A S D DEIGN PRESSURE RATLNG (R.F f,) AND ®AS A1'➢1lb6LE 0.800' _ ®AS,N'P1i(.A9LE, yr➢.) ` rym1 • CORRESPOAMPM x/AXIIl X PANEL LEM-07H I"SCHEDCII.F PAYMS RETAINED AT BOTH_ PANEW RETAINED Ar LEA3) ory -1.2.020-G- -1 2.020'}- °' -4 2.ozo'I EyDS WITH TRACER DV ONE OF TRM ENDS FULL PANEL WZ HEMMED EDGES HALF PANEL' W/ HEMMED EDGES asoes@ g MTH TRACRB OR DMOT MOIIN'1ED* 0012 OR 0*. Uw 14.375'(TOTAL MOTH) 8:425-(TOTAL WIDTH) A:A�Oas" uo:.PANEL LOMG AS.MW RIu ua..➢ANn.LENGM PRES&12.0o0'(EFFECTAF WIDTH)- I &GOO(EFFECTIVE WIDTH)[- E�7wvc t(N.) ➢R¢s���nNc () 1.070' L�_�0- 1.070' I L070 j--4.B80- 170" /( 1 /( +30.0, -J0.0 tJ'-0' +30.0, -JO.O 13'-0• I�y.®AS AP➢UC±16LE /I.OSOY7YP.1- I 1�®AS A'➢1IGBLE ' �/1.050'f1YP.) I OmJ � $ (T1R) � +JAO, -35.0 11'-8' O $ +4a0,.-40.0. 11'-4' +4ao, =40.0 11•_J,•. z.ozo• o -1 zozo' -I zd2o` -( +450.-45.0 11'-O' +45.0, -45.0 IO'-O- -� :- I- �- OPTIONAL FULL .PANEL W10 HEMMED EDGES OPTIONAL .HALF PANEL W/O HEMMED EDGES +50.0, -50:0 11=0' +5aa -5o.o s'-o' Q1 STORM PANEL +5.%Ol -55.0 10=o' +55.0, -Ss.o 8•-2' SCALE:1/4''- 7' +60.0. -60.0 9'-4' +60.0. -60.0 7'-6' +7ao. -70.6 8'-0' +70.0, -70.0 +Sao, -80.0 7'-0' +80.0, -8a0 CONCRETE ANCHORS'(SEE I SCHEDULE) 3'�uo- +9a0, -90.0. 1 l�lSx 1 uh. 6=3- +90.0, =90.0o +50.01 -100.0 5'-7' +90.0. =100.0 5•-0' TI Tj T I I I TW 490.0, -110.0 5'-1' +90.0. -110.0 5•�• j +90,0. -120.0 4'-9' U Ll +90.0, -rJ0.0 ¢'-0' +90.0,-IJ0.0 4=4 I/2' *NO o. MAX A&D.DESIGN PRESSURE RATING&AtW WM A 2 PANELLENGTH A y FOR INURNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS W +SO.0,-50.0 P.S.f. W/88'MAX,PANEL 4 LENGTH. o, MAX ASO.DESIGN PRESSURE RATING d MAXIMUM PANEL LENGTH F11 A t ZI d aFOR tfOLW77NG AS PER ALTERNATIVE y11 AND 14 jl/1/i/siis� ON SHEET 14A AND 15 OF 77•RESPECTIVELY•ARE yllltlQQ +50.0 11 ps.I.FOR 78-M°Y,PANEL LENGTH, �•;'-� CONCRETE ANCHORS(SEE SCHEDULE) J ,111�•�4S' 7tjtl�;= �GTH. , -50.0 p.s/.FOR UP Tb 10B"PANEL 1 v 1 ems. STORM PANEL i�• `414��,',.\C:N$ ':4�9. t TYPICAL ELEVATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S. f I No.4.4167 axr7 myrca IrIG 0.050." BERTHA ALUMINUM STORM PANEL ce l/4'Max. GAP t 4'Max. GAP :*• * 1 (2.D0 DEEP) Lw.wty ar. r / EASTERN METAL SUPPLY, INC °'mm. .sse rs1 xaos araYE ��O•y r. �.?'•��T 11 TILUT TESTING h ENGINEERING CGWANY Nt3T➢AtL BAp[fL 13Ia7➢HONe '�-097 (ssi)7G9�9767.rAi(sa1)ai1-r7ie SECTION A-A `SI DNA ° ° 1'09m ee oGos719 tm we m N.T.S. ,. r WALTFR A TILLG Jr.;Uc.44167 ECT SN 7 OF 17 iLDAIM' I.ISY 0.0,0 DP,x am R. a'JBB- -i-.TJ,' BIXT W NU7 J:NALdR' BM1 .00 + 4: Ff--Jiaic `6. � �-. •1 .Gy+' �.. `60! coot �IF- �• R D fx• ' � qV• 1 Tom.� ��I-------------I.f61'—!'i'-`r y�• F—aj/B• JdY �I---zras•--I I� 14—afas'— i' TRACK II----a.ss----� �a.49r © HEA O£R so U'HEADER 1) 3-MAX ANGLE BUILD OUT_BRACKET t"/"•' 3'Max. 'U'BUILD OUT 3A OPTIONAL 3'Mox."U'BUILD OUT HEADER ;�..,. ,Jam•.I seer iYB'-r. salt a t/B•",f :lso• Yro.ea F �I•'� -10 S'A STUD .rt!' J.- r/I•I-M Y Y sB0 M•� .leo- " Rn2TED tiulr tnt,ly m u+crt -amawrt .rmg• •� T-� 750 i-• OSPSNOWN .17a•a c� LCL tOGlIW/ ro__T R Vl' uu� a •II L — H. :MS' i®MINI WALL 1.75'x0.632' fY ?2 x5'(MAXJxiL 9 STUDDED ANGLE ANGLE WITH STUD O7 REVERSED F'ANGLE TRACK ® i" TRACK ANGLE O aoa,-n,a.�..uar scuE;�--;• ANGLE WITH STUD scut:ve'•f' •.•r i J/B•.,r" urs' jaln- 1 s azs SERIMs Osr sn m I.,rl]' I .�2. -at �7D Alm. ! • .BBB' 7y/ D r1'O.G g- L_ ray.' (J/N///J ss rtisrs .asrl_ArO..085- ..lr• r(( LARGE KEY HOLE(OPTION 13 SMALL KEY NOLF(QPT10N ) i2A, RDUND HOLE AT PANEL J>9 11�' r 12 KEY HOLE AT PANEL i© KEY HOLE WASHER No.44167 'N Al- ad8' FLORIDA BUILDING CODE'(Non High Velocity,Hurricane Zone) f6 B.O. ANGLE am,7 ralEca BG 0.050" BERTH(ALUMINUM STORM PANEL LG 1©SNAP CAP srxt:.N-I 2.00" DEEP) alms sn DETAIL 1:.sTuO w/wwc NUT EASTERN METAL SUPPLY, INC °'nrE/," COMPONENTS iN Eco1N�. tT P'Aud MIX T ROADSFL J31 TIWT TESTMO h ENGWCEPoNO COYPYN'/ 'lam P'�' "fL561)u 1]-09] au'lr.r.tau.SL L'a toy Mw�aam04 n'ttlas PHONE.'(56Ij209-ffiBJ:rAA`(361)BII-171B qma.;(]tl}9)I !U'.ry i(tW)071-It31 my,� eaa O.PAIP•:G Ne EB-TILUT Jr. P.E. n m-w /W: WRLTER A'TW.If' . SHEET J OFl7 iLOf00A lie..a167' 9 C-L 250' POUR£O CONCRETE OR CONCRETE ANCHORS CONCRETE ANCHORS \ CONCRETE'BLOCK WALL CDNr. (SEC SCHEDULE) RRQU'RID CONCRETEANCHORS ` (SEE SCHEDULE) two. 3 ConL i• (OPEN A091XNI 1J ME SCHWU"w �___ r 500* CONCRETE SCH ANCHORS FORE SCHEDULE \ \ ]erox. FOR PACLvcJ PO :ED. CONCRETE POUREDED. I POURED 'E0. I POURED I s I j CONCRETE I I CONCRETE '\, I REOUIRFD \ I RE7]7/IRID ; a\ REOUML'D \ ,\ 1 Cont. �`\. •\��\ I i ] N \ \ \ ,\ £,J\\ \\, i ]'W..SEPAPAWN1'Ll r. GIASS TKN 1 TO OIASSTO C7AS5 I � � 1 i I I I 1"L7n.SEPARATION + i 1 I TO�G(.WS I � H I I is U -_-- OP770M if QONETEANCHOR$I'N.SEPARATION- 1 SECTION 1 20 3/1' 1 1 (SEE-CHEDULE)TO GLASS I(S'BPADS W/.7/6• 3A ^ mNG NUr® rn®TL III I1I U L I a T 3 POU'REM ED. j S' POURED E 0. i 3 CK WA L / / !� / / • J / 1 � \ i C� REWIRED RL POUR TE ]. CONCROETE-� / ; 1 L: CONCRR7£ANCHORS' g r CONCRETE OR CONCRETE: OR CONCRETE I BLOCK WALL / I 1 (BEE SCHFD(Rq BLOM I1;1Ll. / I REQUIRED ELT i REOUfR£D E., / i / i �i'N�5 WN I GIASSi cavT.(OPE POSRKVI fJ � I �LJ 362s' I I 3 SECTION 0 ANCHOR 7.175'I .OPTION f2 (SEC SCHOULE) SECTION 3A I 9 CanL I I i mvr. WALL MOUNTING INSTALLATION SEC77ON®ANCHOR suT£.:t/2` 1' I 7/a' 20'WK 11 SECTION / /eJ/2 NNG ' 3/32 730. - C. I I O£ANSTUD CONCRETE I ] N OR CONCRETEBLOCK WALL i POURED.CONCRETE OR E.D. CONCRETE BLOCK N' ; I ��:sl REVU)RED Po £D I I N _ .656- ] CONCRETE I :E D, a EDGE DISrANC£ '--C-- I 7/B'z J/J2" IJ' / E.D. OR NUr a �" (SE£SCHEOULE'ON 5 Cern4 I BLOCK NYQL i EYERr SITKI .SNEERS 9 S IO h!f) CONCRETE AN.ORS7 I CONT. REOU>RID ®1270.C. a c (SEE SCHEDULE) i (OPEN POSTION♦) 21 ,< SECTION ® STUD TYP. TOP/BOTTOM WALL MOUNTING INSTALLATION BU o" P'-N ST LAT O + WN CL SNAP 6TP,®® SECTION 4 REAOSED.AT'NON 9 Cot NOTE FOR coma RAUCN OF OEc770N5: ]]1]T • V'• HURRIGW£CONDITIONS SCALE SECTION 0 STUD WALL MOUNTING SECTIONS CAN BE � :• �' C WAL�MOUNT/NG .INSTALLATION comamw IN ANY War To sDv ANr LmSrAIL val � T ,NO 44167 � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 17OEtt4 LNC 0.050" BERTHA ALUMINUM STORM PANEL Lc SECTION 1 �E r t/2' t (2.00" DEEP) DRAWN Br. NOTE:O£YAP_Of 5EC7ION O 57L/D.IdL10 ALSO FOR T ••�•�y 17 EASTERN METAL SUPPLY, INC 07we WALL MOUNTING INSTALL WN-SECRON 2(TOP) I L E C O INC. 12EB wEsr Raps navE TIWT TESTING&ENGINEERING WWPANY mx PALM BEK14'I1.SJ107 17_O97 AL e1 I ms Nt Jau s bL.Jos vo C ea aua�>rt])tw PHONE(76IJ1�-M5.1 FAX-($61b41 /H �Nyw EB-OCA6TJ aD Ii ua T— ^"•^'x WA FLORIDAA nIZ lr.,P,E. SHEET 1 OF 1T FLO Lie.H167 7/21 SOLID Sfr'OR LLCO mole PANEXA147E OR SA TAPCONS SYNC Nur O CONCRETE ANCHORS E 0, 0®OR® 1/1/4 0-20 SIDEWALK BOLT OR 0 r'Mr STUD (SEE SCH£O1RE)' CONCRETE ANCHORS AT PM7EL AChS C-t 1'AIn. CONCRETE ANCHORS t;,A lSLT SCHEOW.E)\ r�E 0.. ®OR®W/rJ W%r/+G-20 TRIKSHEtO 80LT i+ OR sC. TAFCONS I� o ISfE SCHEDULE)\ rIL' (SEE SCHEWLE FOR VAIM-0) I \` PcuvED.Co cR£r£ III f0. £0. POURED CONCRETE 'i REQUIRED 1. .r I I/- ' d 1 R£OUb7£D 1 1 �� . 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' REQUIREDS W r j IfCpI / OPTION t2 S PDURm C0.VCRfTE I 11 POURE0 CONCR£fE SECTION 5A RFCORED R£OU7RfD /1 /CONCREE ANCHORS S SOLID SERr®ELCO P IE OAN 1 (SEE SCN£DULE) R O® W/II410-2O'SIDEWALK BO OrJ / ®OR®W/13 W/1/I:a-20 TRUSSNEAD BOLT++ CEILING & FLOOR MOUNTING ! £SCHEDULE TOR SPACING) _CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION (D M �r Aft ZFTAV- INSTALLATION — SECTION 6 JNSTALLAT/ON — SECT/ON 7 SECTION 8 SCALE 112•_ T- I i 7/8"x O J2" SCALE 1/2•- I' . 1 I , WAD I✓r1a SCALE 1/2'_ I" EVER 9 I a 12LsaCC. Cont I j I:125- 1 / rrr j/I� TI 'I RO�O�CRETE I T• / E.D.-EDGE DmANCE' ttlri+ ,t'�..•`'��I COWRETE AWHORS E.n. 35i�Er3 9 R d ;u '`��` Q'`:����NSF'••.'9 1 NO 44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) •;• C2011 m7EC0,"ra 0.050" BERTHA ALUMINUM STORM PANEL L.C. NOTE FOR COMBINATION OF SECTIONS i - .'¢ BUILD—OUT & FLOOR MOUNTING (z:0o' DEEP) DRAWN e wALL/FLDaR/cEaTac MouanHc sEcrroys CAN aF �` EASTERN METAL SUPPLY, INC O/�`/"COMBINED w aRr war ro sua avr'iNsrALunou `�.9' F P:' �'�` aOL; INSTALLATION — SECTION 5 �..... �`at, 1 L E C O�Mc. %��S DRNE �f1•"•-""•' •Ii TILUT TESTING✓k ENGINEERING COMPANY TrST PALM BEACH,fT.] 07 SCALE:1/2".,- SIGN A�.•��+' �'u"'.J61i t`-'u'4'.`"w100O°• PHorvE:fseQlGs-ezel FAn(ssr�.T-nre 17-097 qw.r pmleTr-Imo..rm.:'<xsNn-ran _ ....i� 1B-D008779 DRAKINC Na WAUEN�A.TILLG 4, P.E E raou M SNEEf'9 OF 17 iLORlOA Ile.AAta7 C i CONCRETE ANCHORS SOLID SET OR ELCO mole PANELIAAIE OR S.G. TAPCONS (SEE SCHEDULE) \ E. 0. 0 12 OR(9 W/1/4 0-20 SIDEWALK BOLT OR ® POURED }I N ' x.3/32". OR� T3 W/ VI/1/4`0-20 7RUSSHEAO BOLT+ + WINO 7/t30 CONCRETE NUTS 12°O.G. REQUIRED� £0. EO.. - ,_ (SEE SCHEDULE FOR SPACING) AT PAN£LMATES OR S.G. TAPCONS l dnc I I I I I' I , I i II I 4 Cont. I I j I I I O I i I 1 POURED CONCR R£QU1 RE0 ETE I £ D. EDGE DISTANCE I I I i. I i W �\ A\ �,� i i N I 2 (SEE SCHEDULE ON .I. y SHEETS 9 & 10& 1)) I I I W I I 1 I 1ai, t I i 2 i I I I I+i IL�1"Min. SEPARATION I 2. NOTE FOR COMBNATION OF SECTIONS j 7 TO GLASS 1'Min. SEPARATION _ I W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TO GLASS I y I I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I I I I I 2 I V SIDE WALK BOLTS ARE.3/40x3/327H1CK I I f i I 2 HEAD MACHINE SCREW W/LENGTH 7/8`.O x 3/32' j i a AS PER N07ES A.2&B.2 (SHEET I) I I W I WING NUT® I I I 1 ++ EVERY STUD I I i x TRUSS-HEAD BOLTS ARE 1/20x1/87HlCK t I I I a ® 12'.0. C. I ,� HEAD MACHINE SCREW W L£NC7H r 7/8"0 x 3/32" I I I AS PER NOTES A.2&B.2 (SHEET 1) WING NUT® EVERY STUD j ® 12'0.. C, I 1 i 11 Cont. 1 I � ALTERNATE LEG POURED LOCATION CONCRETE i OR CONCRETE BLOCK WALL REQUIRED / I I h o I I POURED I I `____ CONCRETE I I 1 w —EDGE OF CONCRETE ANCHORS i REOUIRED i' SLAB IF (SEE SCHEDULE) CONCRETE ANCHORS �_L APPLICABLE (SEE'SCHEDULE) E.D. Cont. t° CEILING & FL MD yyR�, UN ING INSTALLATION / V F '•.' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION f f" No,44167 �2017T.MM 5.050' BERTHA ALUMINUM STORM PANEL « :*• � '�• (2.00" DEEP) SECTION 9 oaew er.- EASTERN METAL SUPPLY, INC atej ASW SCALE: 1 2"= 1' _ , .... �.a�.11 nun TcsTwa e;ENGINEERING COwPANT PRae Hal � ' 17-0 / ,�SS�����•��•.•Y..- Cy /l epa x..xn a sx ax,rna owmos n anro (S 1 C5s1Na-lne •^ S�OPlAI.k rrj11 �"'•:`WI?11-1,x.rm.:(ms7enyml �., u,c OR"m ®-0006719. aO U-ca /Jar MITER A TLL1Jr Jr.,P.E ....../7'//r FLOM AIJc.s{167 SHEET 6 l ---------,A A < � A ' `,ExisnNc 1 /%-AdN. A' a BRCK VEENER L01/4' 7' ]t/r iCK KENER PENFIRATKMI TO AuxCONCRETE BLOCK R 2•TO"CONCRETE ` TE A ___a_ _ _a-- h $ -- ---- - ---- - -- - coot. e 1 Ga'i 1 4 I QCO mok EY6MAG POURED CONCRLE PAP'ELWTE TY.IS ANCHORS OR f/<"0 STEEL ANGL£'LWTA t/4 diH•ACO malo �EK/SnNG OR CONCRETE BLOCK-� POI/RID CONCRETE. PANAMIT£WS ANCHORS OR 1/4•C STEEL ANGLE WHIM JAPCONS OR 1/i"0 QCO LLLLE AS APPIICA&[ 'I OR CONCRETE BLOCK — WALL REaIMRID i PAWAIATES(SEE SCHEOUCE FOR SPACI NCL 1 ICALL REOU/Rm I I TAPCI7NS OR I/<•'u QCO/LVE' AS APP[IGBLf PANEWAIEF(SEE SCHOUX FOR SFACM). r � t 11 OPnON it h SECTION 1 fA 0prm is SECTION IIA I 1'1Ab.SEPA RO14 I p TO GLASS I I N 1 W I i BRICK Stu 1J 1/1'0-20 F °-.'?"�• SS SOLiS a/u•x'YV<.HUT 17•Q G I ti i I E:a v ETTGE 06TAHCE 1 i 1 �r 11J 1 T/1-M ; C iMA +i. Ct E 8L f�C i w IX� AS i ul f r a 27MCK a.2'TO CONCRETE /I APPUCABL£ f NOTE FOR CONBINADON OF SECTIONS AS PER NOTES A.2 h B.2.(SHEET 1) 4 I WALL/FLOOR/COLINC MOUNTING SECTIONS Gw BE 1RUSS NEAO EOLTS ARf 1/�arl/B7Hti7c j COMBINED NN ANY WAY TO SUIT ANY NN57ALATiON. HERO MACW.VE SCREW rvJI.f/NeaC�iTI AS PER NOTES Al R 8.7.w.CEF 1) �-------L---- ----- -. - - ------------ 1. I i 1 ; T. t C-L ITJ7FFuiar��.. Mar. PL Tlzz 4 POBREn OOKCRETE` \ 1/s•e8•Qw mok ��� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE.BLOCK- �OR 1( EtCo GMa�1./s•p •• No.44167 ••• '02017 MT=Ave 0.050" BERTHA ALUMINUM STORM PANEL L.O.WALL RE42UIRID PANELUMS(SEE SCHEME FOR SPAGMG). �: #, (2.00" DEEP) MOIN Br. 6/17fL EC O�Mc. EASTERN METAL SUPPLY, INKTrBUILD DCT INSTALLAT/ON Q7�' < .isa WEs,Rawl aavE' TILLIi TESTIHO h ENGINEERING COMPANY R^'ST PALM.BFAfI/,i1.1T1G7 :17!- 097SECTION 1 1 �` w!IT 1aa N P E ING C rt= PNONE(SB PALU M FAY:(M407I-171aNAtE :(�OId8 (-)071Cfo SCALf:J/B• W&TER A,TILLIT J, />n "" nDROA U..167 SHEET BA OT 17 I ALUACENT INTERIORLY ADJACENT 7 / 1/4"0 TAPCONS REMOVABLE PANEL O S'0.C..W/1 1/2'ARn.THREADED PANEL i —, CONCRETE ANCHORS `�`'`•• ` \ STORM PANEL f 114'Mok: GAP AT 6'O.C. �� \ O ` £N� 7fON f0 IXISRfIC M000 Max. GAP \ !, I,• !�, I +n o Ci POURED 1 + CONCRETE 2 OR ANY OTHER RECUIRED7 i I C_TOP TRACK 1• S CTIO B—B 4, \ i ; '4<-:" DR ANY OTHER E N `e.�..,.:�. \ �.`4'�'•, �GIJ� � 6m,TRACK SCALE: f 1/2,"= f' 1/4=2Or1T Sa f it WDOD HEADER SIDEWALK BOLTS `REQUIRED 3Y/7/8'X J/32' WING NUTS AT ! 1 1 1 OVERLAP t I B (BOTT) 12A,128 s.(BOTT) --T--J, I ? —7T— z� 1/4'-20r1"S.S. AAMC£NT SIDEWALK SOLTS ' I 7/4 2Oil'as. PAN Wf 7/8'X 3/32' INTERIORLY W S/D£fYALK BOLTS. C WING NUTS AT REMOVABLE AOLACEM { 1 " -/ OVERLAP STORM PANEL PANEL �'• f 7WING NUT 0 B r J/JT' 1 W/7/B'.X J/J2" I i"Min.SEPARA710N WINC NUTS I. m aA� j EEKR S TO GLASS I c OVERLAP I' 9 12"O.C. /lpi 9• ` I I ' I ! B POURED ! CONCRETE i i I I OR BLOCK CONCRETE WALL cs 8 N J O t� It .REQUIRED yi EVERY STUD 012'O.G p $Z I I I PLATE 7 1� 1` I 1/4'O ELCO PANELIl1- SOUD SG TAPCONS 1 Ob STUD, OR S.G 7APCONS W/2'MIN. OR PANELMTES AfJCNORS / 1 PENETRATION AT WDWDm O?4'O.G\ � .0 A7 ADUCEM / REOfIlRED I 0 AD-14PLATE O 6'O.C. / I O AQLiCENT PANELS 12A,12B B(BOTT) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2 - r" SECTION 12B "� '0' INTERIORLY REMOVABLE STORM PANEL, INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S,D DESIGN PRESSURE RATING = +50.0. -50.O p.s.f. SCALE: 1 1/2'a 1' tt1T1 gStIR A. rI�/j'?� v\0EryStc';vim FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) omi]1aiEc¢ 0050" BERTHA ce . . ALUMINUM STORM PANEL Na•44i6� (2.00" DEEP) oRARx er • 071J6/17 EASTERN120*ALRSUDRw INC DAM •G � �•r• V 1t TIWT TESTING h ENGINEERING.CONPANY WEST P"6EACN,f1 J.T 07 PRONL•.(661)209--MOA RtL(561)841—17f6 17-097 ._tl�A �•���.�['I,tt. rm..(.wl E9�00 �79(Ja6N71-wl ®va un' OR4*=.W V WALTER A TILuT Jr.•P.L m 1J"�1 • SREEf 7 01 17 FLOMDA lh.441f7 POfLREO CONCRE7£ 1/4'0-20 S.S.MACHINE OR CONCRETE BLOCK 'BOLT W/NUT&WASHER WAIL REQUIRED 0 12'a a CONCRETE ANCHORS 7N/B.'x J/J2' �2.50.7'Min. (SEE SCHEDULE)\ �0 1 C_t, f ,ONNG NUT 0 STUD .1 OR CONCRETE o 12'CONCRETE ANCHORS y��. —_ RE 0 12'O.C. CUT PANEL W CONCj%BLOCK —��i I I I'AO'n. f.DDD' CONT21c7E ANCHORS POURED E.0. 9 O 12"O,'C CONCRETE REOUfRED Cont. 2•,r 2'r.OSS'To AE/ERM11E LEC LOCADON 7 j 2'r S•x.a53'C_f, . Alum:ANGLE OR.ow'JI65-H/J4.S1kE7 2'0 i'r O � 4ETAL AI-BEM PLATE J705-HR 6 T6.06J- ALLOY g GonE At... 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EDGE OLSTANCE 1/4'0.BOLT '4'.4'.x•.072' (SEE SCHEDUE ON O 24'0.C. 3105-H14 OR•606J-76 ALLOY SHEENS II, Lf rf) W/,moo UI C-f.ALr-ANGLE , CASE B (Plan) CASE E (Plan) N07E FOR COA18/M97KMI OF SECTIONS wA[L/}YOOR/CFTLWG MOUNDNG.SEC17ONS CAN 0E -J7€)�».4%'%T• END CLOSURES DETAILS SCALE: 114'= I" WAVY WAY TD SfRT ANY 7NSTALlAnom 61'j1 1�.A.TI/ " cIL1N��'(E.......-�//'% ENS"".. 1L FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) d.4�167 02017THTEEg M 0.050" BERTHA ALUMINUM STORM PANEL Lc. �•7 (2.00" DEEP) Me m+81 o EASTERN METAL SUPPLY INC °'m°r�l' �L yr IL E C O ANC. .4266 REST RVOS DRIVE ' � 07 O11IQ �'1!' TILLIT TESTING R ENGINEERING'COMPAN� PM7NE(6�6I)209 BzAr(sspeu-nr6 1 -097 `f Ii 11us we..ia.sa R..:Oa.:Hamwunmis ILAffa1 L� 1 nw:nOfp11-190.Pv:Lxs)mf-1SN �A o�[ DIPArTIG No WN.TER A.TILUT 41 P.E aD uw RM -TMEEi BOP 1T FLORIDA GA Ile Ia167 MAXBHX A.S.D. DESIGN PRESSURE RATING (As j.) 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Sale SET J' .96 .75 FLORIDA BUILDING CODE (Non High Velocity.Hurricane Zone) c2o17 IV=LN6 0.050" BERTHA ALUMINUM STORM PANEL La * No.44167 (2.00" DEEP) LyL1WTl an EASTERN METAL SUPPLY, INC 07 517 IL E C.O.M.. .2W WEST ROADS OWE {'IF[^`77_'�T/,.{�,f•�\/ •`•y�1` nWT TESTING h ENGINEERING COMPANY WEST PALM BEAC/L FL JJl07 17_097 o Off "..:F'f�`li1` e1511ar.aea.54 su..To4':�rw N6C0R 0.'6liY PHONE'(660209-926.L.FA.C'(56I)6{T-1716 S ` C! Pxv 1 WfIB EB O 08719 Ixd)eT1-133 DRAYS NP 1�NAl WALTER TUL7Jr.,'P.L 0O1YO61 SHEET 9 OP17 'FLOM,Ue.u187 MAXWUM A D DESIGN ERE92M RATUM (p.9,L) DING LIA7i711IUM ANCHOR �PAGIN snHFDLHF FOR AWSTALL47YONS IN QXINCRETE AND B OCR irvr�mrs uw16/Awwus aAvc rmR L n_,r/Y. ASQ S /re Y4tKd PXv9. A�OLWI uudld A'AS.MS�MdATM L A.,'�. 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WA 9' NIA 8• NIA JA(70p) 9' r 9' 9' it. 9' r D. 9' 9' J(80n011) B' I' 9" 9' 9' 7- 7' J(sonom) 02, 12' 12' 1 12 19" 1 19' 12' •crop) 11' I' II' Ir' 1r IY I7' 1 l' 11' Y 1(TApJ 7I' r Ir 12' /T' II` .12" 12• 12' f2' I(BOTTOM) it, • is' 11, I1' • (BOnOM) 9- WA 9- NIA 9' WA e" N/A 9' N/A 51(wp) It.10' WA '12' WA .IT• N/A 12' WA WA 'NIA. 3(BO W. 9' 'WA 9 WA 9' WA B- WA s!(TOP) 7701Q 3' 9' r WA .8- WA B' WA NIA WA 3(BOr70M) f0' WA IT' WA IY .N/A IY WA N/A N/A 6-(TOP) 9' H/A W WA 12- IVA ll' WA N/A N/A 6(1OP) IQO•-lAO to' WA 12' 'WA 12- - NIA /2. WA NIA �NIA 6 OP M �f70>Q: BOR. ♦6Aw 0 D' N/A r WA 9' WA 3'10 NIA WA NIA 6(BDnW) 9•-0• 640.-60.0 10' WA. �17' WA !Y WA #' WA N/A NIA 7(Top) LF35 ♦B0.0,-900 5' N/A r WA 8' WA 9. 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N/A 6' WA' 6' N/A' N/A WA 1J(Tpp) 6' N/A 6' WAWA 6' N/A WA N/A IJ.(8onw) 6' WA. r2•- WA 6' WA 6' NIA N/A WA 15(80TT011) ANCHORS LF[•FiJO I.MWAIW ANCHOR SN MOS ARE VAUD FOR J r/1'EDGE,DWANCE FAR EC..LESS THAN.J 1/2.M1 ANC%IOR TYPE I ANCHOR REL"ANCHOR ONG BY SPACN'O SHOW ON SCtiMME 9Y 7NE FOLLONMS FAMIM (VOID ArA.Ea FAR SOLTDSET NTCIIARS SPACAV FAR INS OPERA77w ro at PO55'!BL[ S J SPACM 09MVED M.I=FACTOR SHAIL Atli 9E TAPCON(REGOIAR.OR SG).PANnMTE OR PANLIVAlE NAS J' LESS THAN AOMMUM SPACMG MO.CAIED FOR EACH ANCHOR TYPE AT ANCH0.RS LEGEND. \ FAC70R SOUD SET TAPCOII(ttEGNIM) So TAPCQV PANELWIE OR PANELL.IiE(ILLS SOLAI SET - Y :73 I/Ili/////!✓✓r T z 60- . AG 1,,J,1��tiA.....7(k�` 1/1 J5 - - 4'\,\GENS�:r: FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) '•NO. 02017 MIEw,Me. 0.050" BERTHA ALUMINUM STORM PANEL Lc 4167 ,y , (2.00" DEEP) uR m 9r .q � 07/16//7 •,=o EASTERN METAL SUPPLY. INC CATD _ r •.•.Q Y I L E C O AMC- 42M NEST RMDS DRYS AC <sF 1t�• TIWT TESTOIG 6:ENGINEEMNO COMPANY M£ST PAIL mzft FL JJ107 ` ,•T1,,�,�(/sL �,': '•�v 1,1 uv.lay.]ea.a_s•�.w; al,•A wmOo,n zsls PMwrD(361)2D9-BT6J•TAY:(361J9I1-1716 17-097 671�LxsmTi-1ss1 marno. p.n 7//��pp��AA �i�(� ,I F9-(1006719 ORAM''NO Np S 01V1`1L E'"v WALTE9 A.IIWT'Jre P.E. m lsot •1 ROr60A Ve.11, SNEE7 10 or 17 MAIM&A.S.D. DEMME PRESSURE RAT W (pp.s f) AND CORRESPONDING MAXA=ANCHOR SPACING Sr'1� VLN FOR LNSTAL► MNS IN CONCRETE' AND CONCRETE BLOCK STRUCTURES � 4AOW Ax9t0.4>aAG't1a 6 a-J 1/T"r r uP1F,aae m �nscN Iwran N�.m sA•cw'r64 c n.J IA2••• uc�m%t Nurw rua A ➢ms/e 1111'dAW vNel. f'A66•ABEr SalNCW FM'i1aR5 PA1EW21Mf [W9>MNn <flb'IN i•(rtJm NAm wl' B�IIIG/ �n'"7 fe..•1) ro eovoetlr ro uuawY 10 c9ee.nr m..wsnver ronY,eulr 11/A 11' WA 12• WA W WA 12' NIA 1(T/H') 8 1/2' WA 9' 11/A D WA 9• N/A 9' WA41/2' 112' ,2" 7T' ' IT' 8,T/Y12' B I/Y I(9onwv '9. r 9' 'r • D• 9' 7•WA 12' WA 12' N/A I2' WA 12• NIA 2 TOP) e WA 9• WA 9 WA 9• NIA 9' WA 2 tW) .1/1 9 9 9 9 . 4' 9' 9' 9' D• 9' Y D' 9• T MG17MY) WA 9• l(/A 9' N/A 8' 'WA ➢• NIA .1M(TOP) 8' WA 9' N/A 9' ,NIA 9• N/A 9'' WA .H(70P) 9• 4 f/2' 9' D- 9' 9• D' 8 T/2" ➢• a t/2' J(BOT70N) 9,' 4' D' 9' 9' 9' 9' 7- 9' 9' J(Borrow) II' 4 1/Y tY 12" 12' 12" 11 8.1/2' W 6 I/2' 4(1p) 9' ]' 9' 9' 9' 9- 9' r 9' 7• 4(MRP 12' 4 1/T' 12• 12• 12• 12' i2' 8 f/2' IY 8 1/2' 4(BOROU) 9' r 9' 9' 9" 9' 9. r 9' Y 4 9• N/A 9' NIA 9' NIA 91 WA 9' WA S1,(lOP) B• NIA 9'' N/A 9' NIA 9' WA 9' N/A $4(mP) 6 WA ]!/2' NIA 6' WA ',7 1/Y WA WA WA 5(a7ROM) 5' NIA 6• WA' l' 'WA 7' N/A N/A WA 5(BO1M) 9' NIA 9//2• WA to- WA 9 I/2' WA tl/A NIA 6(mP) Y N/A B• WA to' WA 8' WA NIA N/A 6(TOP) r4G0.-4a0' '6'II2• WA 7//2' WA 8' NIA ]f/2' :N/A WA WA 6(so7o.) >�ro 4pq 0 S' N/A 8' N/A r WA 7• N/A N/A WA 6(&77/LW) 7�0' UP m g• WA 6.7/2' WA 7" WA 6 I/7' N/A WA N/A ](w) 12'-6' m9.0.-1Ja0 3' N/A 6" N/A' 7' WA Y N/A N/A WA 7(1Q) 1aT rm4:-wo 6' 'N/A 6 I/2' WA 7• WA 6 Ali' NIA WA N/A 7(eonotttt 5' 141A B' N/A, Y WA r N/A H/A WA 7(5077 MM) NIA N/A 12'• 17•• lY• 11"• .lY• 6•• 12'• 6"• 8(we)" NIA WA 12' 6' 12' C iY ir !1' 6' a(RID) NIA WA 11'• 12"• 1T• 1T'• 12"• 6 • 12'• 6'• 8(BoTlOU)• NIA WA 12' B' 12' e' IS' 6- 12. 6" 8(8G11W) ' N/A WA iY• IT'• I1'• !T"• W• 6'• 12— g•. p(1pr)• N/A NIA. 17' 6' 12' 8. JT' B' 1T' 6' '9(TOP) f2' 4'!/Y fY 12' IY 11' 12' .8 14' lY 8 1/2' 9(BORON) 9' 7' D' D" 9' D' D- r 9' 7' 9(8JnaN) 9' WA 9 fin• WA 10' WA 9 1/2' NIA NIA WA t0 1w) 'r NIA 8' N/A to' WA 8' NIA WA 1I/A 10(/OP)' 8' N/A 6' WA C WA 6' NIA WA NIA 10(Bo170N) 3' N/A 6' II/A 6• NIA 6' WA WA N/A f0(Bo1mL) g• 1 1/2" N/A N/A' WA WA 9" �4 I/2• g•' 4 1/2• IIA(TOP) 3' 4' WA NIA NIA N/A Y- ]" 7' 7' 114(TOP) 9' 11/1" N/A N/A NIA WA .9' 4'1/2• 9' 4 1/2' 11(BORON) 5" 4' WA WA N/A- WA Y J' Y r It(d7710L) 6' N/A 6' N/A 6' NIA 6' NIA WA N/A IJ(1O?) 6" 1 WA 6' N/A B' WA 6' N/A WA N/A I](TOP) 6' N/A 6' N/A 'B• N/A 6' NIA WA WA IJ(BORON) 3 WA r NIA g' N/A 6' NIA (VA WA IJ(80TTON) •ISE 6•'0C FOR PANEL LEM1nS'IARLER 78W 16'.O'AND USE WAS SNOW ON SCHEDULE MR.PANELS(E%IGMS EQUAL OR'SIXRM?MAN ANCHORS LEGEND -AMO W ANCHOR SPACINGS ARE VALID FOR J I/2•EDGE DISTANCE FOR Ea LESS WW 3 I/1' AWHW TIP£ ANCHOR REDWZ ANCHOR SPAC9IG.GY MUL71PLYNNC SPACING SHOW W SChEDUfE BY THE FOILO'MNG 64C70RS I SPACING (A47R`LFi CA FOR SOUDS£7 ANCHORS S J FOR R➢.S pPfAAlYX1 ro BF POSSh7LE SPACING OBUwFO LL9hG FACTOR SHALL NOT BE 7APCOV(R£G1AAR OR la)PANELMATE OR PANELUATE WAS I 3' LESS ZKW,AGWLNI SPACING BBRGTID FOR EACH ANCHO4 lYPF A7 AICfORS LEGENA £D. a EDGE CNSTANCC FACra( SOLID SET 3' ACTUAL E.a TAf=(MULW) :So.TAPCON.PANEUaTE OR PANEMW WAS scuo SIT 3' _ -as '75 2 1/2- - .71 .so T' `� J 5F '• FLORIDA BUILDING CODE (Non High Veloctty''Hurricane Zone) •• No.44167 ° 02017 74TE40,se 0.050" BERTHA ALUMINUM STORM PANEL L.C. y} (2.00" DEEP) OR"Br. EASTERN METAL SUPPLY, INC O'D�41Pl7 /•. SM4 I L E C-O 11,. 1768 BEST RCADS DRNE TIWT TESTING h ENGINEERING co.PANY WcST PALM EFAC14 FL 33407 17-0 J7 _ ••I 7•/JojJ` •(�\ 1 ——]6m.s4 sn.xs. mW GZo+S rt DMu P1iWJL•(S6I)209-d2R1'FAk(56IJ841-1]1B - :"'o"- E Bt'.x I'YY 1. -0006719 m 1 1 IVALTER AA.TLL LLR441g Jr.,P.E. SHEET it OF'17 "" JLOWD 1/4'C TAPCONS 1 \%`: : 7741, •- , W/I //2-.NUA / I 1/4.O.uPcroHs ` w/1 1/a•Ulm. TTIRf+VKD PfNl7RAT70N - W/1'II2•U.N. \ ) 1/,-I UPMNS .. THREADED PEWMA 1D EMSnNC W'JOD /�`\ INAEADED PfNE7R.1T70N TO EC477N0 WOOD W/1 1/2''HALL NEADLN.(SEE SCHEDULE) / 7a DDSTLVC 11000 •� . IMRFAOID TAM KN I-' HEADER..(SEE SCHEDUE) cl HEADER.(SEE SClI£D1RIJ O IXLS7MC W000 I, —� 7 / \ / j, / 1\ {i 4 HE4DER(SEE scHEDDif) \ ` i �•_ �c�e r-M;n, J i 9 /T MiWOOD HE49Mn: Cant. I WUOD NEAOER + -\=� ~ I REWR + I°REVURED 1 HzAm WOOD NLIDER r�!.! 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ALTERNATIVE' f 2•SEE ANCHOR SCHEDULE ON SHEETS 16 A•17. 43GB WEST iADS'DRNE TILLIT'TESTING-h'ENGINEERINO COMPANY WEST PALY BFAdI,'FL 3N07 .—64 sa m ttAcw.w mn,a.iT,x PMONC(5QIJ209-aMi FNr f9aga,T-n1e 17-097 S.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO RE SOUTHERN I,u"I(3'tlWTt_Il3p.-I Ixs7en-I. eoralw nn CRApOAG No PINE No.2. W/SPEC#7C DfN50Y OF 0.55 OR EWA. EB-ODOB7t9 ,�IQ<.r � � WALTEfI A.TILLG Jr-P.E. SHEET 12 Or 17 RDPoDA L;,-4418T 1/4'P TAPC ONS WOOD OD•0 SSES OR RlR RAFTER� O OD DI GS SW/R� /S-t �. \ W/1 I/2"M.THREADED WOOD HHFAf1M(SE'SCHEDULE) st IJ 7 1 3 I'A6n. E0 I INt 1•X 4•. .I/e• Alum.IUef / y,.•:^ i �r/19>3/I' U av IIs.-TO I I I'o�4DJf/i4' / I rm /DUrL I EACH JOIST. I TEK EW SCR r I ,IEK C.C. I 10011E SCREW I O 6'O. I C. j' l(� U'•`. j N00D HFAOER O.C. A c t. 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EVERY STUD 12C §2 1X6 2X 6 WOOD ND5 HAR DECKRMIaA C T:.;1":7ll•I •+ RF04TRED a ,I IConL /7'>4"PIA iouvMw •, 144W OR PANEL SC. rAPCGHS �1 W/2-YIN.rHRFADED PENEIRMTON O YWATOTH ALTERNATIVE SA �n�S�%:O`� I—r- 1/4V TAPCONS r TE rA'44L TOP a rAPC ALTERNATIVE 8 , ���A. TI) W/11/2-YM. W 1•f/2'Y/k I,, ' (> + ' TNRFAOLD,PfT'E7RAnoW SCALE: 1/2'-1' 1AAA `Q�. •c ��� (SEE SCHEDULE) �Y I ' ALTERNATIVE 6 � ALTERNATIVE 7 SCALE:1/2'- 1' scn :.7/2- 1- 0 44 I I 7/6'>J/J7- 1 W/NG, o EVERY STUD -b . g I o 12'0.C NOTES: i 2EX RE WOOD C-E 1.WSTALLAR D Nx ONS ARE ONLY VALI FOR E .ASD.DESIGN PRESSURE.RAT7NG NOTE FDR COYMNADON OF SEC7LON 5 S. -:�iP F�fO� Cp, ••LQ1�\ J I t I 2.SE£ANCHOR.AVD PANELS LENGTHS ON Syf£r SCHEDULES ON SHEET 2(EXCEPT AS NOTED) COMBINEDW&Va00R1iCQ.WG ANY WAY SU?ANY ALIAITODN. ,I J FOR NEW MOD fR VE CONSTRUCTION:WOOD MadEERS TO DE SOUTHERN PINE N0.Z W/SPECIFIC DaWY OF 0.55 OR EQUAL _` 1 FLORIDA BUILDING CODE (Hon High Velocity Hurricane Zone) r 02017 7N.IECD,me 0.050" BERTHA ALUMINUM STORM PANEL LA /`— (2.00" DEEP) m"or W�1 7/2-A6N..ZAPCONS WWI - EASTERN METAL SUPPLY, INC LAM 7NRfADfD'PENE7RAT10N I L E C O INC., 426E*wr R040S DRr (SEE SCHEDULE) _ nWT T[STMO G.ENGINEERING COMPANY WEST 09-2SX I:2 JJ101 ALTERNATIVE 5 •v; � r M 41 1>11N AONC(Sdf)?DY d16;FAX (J61)611-17I6 09 E9-000671H �r'� SCALE.1/2'- I' WALTER A TILLIT Jr..P.E. ao rsoa SHEET 13 Ol f7 TLOItlDA U.44187 WOOD TRUSSES OR RAFTER 1/4"0 LONG ELCO ® 24'0. C. REQUIRED I PANEL MATES OR S.G. pp TAPCONS W/2'Min. THREADED PENETRATION TO EXISTING WOOD HEADER. (SEE SCHEDULE) - s .500` £O. 1 i I t x 4"x 1/87 x 3132" •j Min. (606 E" WING NUTS 0 12'O.C. I Alum. TUB /(3) UBE x 1/4.10 x 3/4' I I 1 LAG SCREWS TO -ti•--, I i�}tjI '-' � I IIIII .IIII ^W`� II I EACH JOIST.TWS 'DIX ATE SCR EW/BUREWS 4 Cn. AT MID WIDTHOF 06'O.C. EXISTING WOOD WOOD HEADER MEMBER ( Min. REQUIRED N014MWIDTH) ml/2- Min. I I 1 W I. I I I 1. .� THREADED I 1:N;a i I I j i"Min. I I .N PENETRATION. �—SEPARAn01J i i W SEPARATION 70 rxASS I I I TO GLASS 7 ! I I h I I I h j I I I W I I I i ALTERNATIVE IOA y I 1 ' {NG NU7®JZ• J SCALE: 1/2`- 1' W I I I I LEERY STUD W �. NOTES: (LIMITED TO f60.0, -,66.0 p.s./. DESIGN LOAD =, I ; a AND UP TO 9'-0 Max. PANEL LENGTH) I 7. INSTALLA77ONS ARE ONLY✓ALID FOR AW.ASD. DESIGN PRESSURE RATING I c & ?ANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I 'I-- '`. I W 2. SEE ANCHOR'SCHEDULE ON SHEET 16 & 17. I I I 1 I i i a 3, FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE i .. SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. 1 t 7/810 x 3/32" I I I o I I WING NUT 0— i I (:VERY SKID ` 0 12 O. C. i 1 jll/rrs��i� NOTE FOR COM61NA77ON OF SECTIONS T . ....... �/� i _ I WOOD DECK WALI;/FLOOR/CEILING MOUNTING SECTIONS CAN BE�Q�Q J�*N3 % 1 I Cont: I REQUIRED F (NO FINISH COMBINED IN ANY WAY TO SUIT ANY TNSTALUT70A� 10 IMIN.^I ALLOWED) ;)167 ;1 \ a .2'x 4"PLATE Cont. REQUIRED I iJ7i F 0 rAPCONS :.O'•"� �, 1 7/2`Min, r�--�_`--�� f / . THREADED PENETRATION _ l w"'- SSIo��`�• 'r' MIDWIDTH OF PLATE. ' SEE SCHEDULE) �I ,iir'i 1/4''0 TAPCONS FLORIDA BUILDING CODE (Non Highgh Velocity Hurrcanerr, Zone) W/ 1 1/2"Min. oaon mTEcq we O:050" BERTHA ALUMINUM STORM PANEL La ALTERNATIVE 9 ALTERNATIVE 10 THREADED PENETRATION (2.00"DEEP) me war. SCALE:'1/2"= 1' .(SEE'SCHEDULE) SCALE 1/2" 7" 07/zs/v EASTERN METAL SUPPLY, INC 01TE- LB C O�Me- .,�.rRr ROa05 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS nLl1T TESTING&.ENGINEMNO CONPANT K37PAL,"6ElCR,7 d407 r7-097 „aS NYG!W R Sea M2b,GIM1OS M1 Sllb PH,kfE!(5 ipm-mal FAC(561Je4 1-,718 Pron 1(n!)Sn-tan.rm a t]DSJl11-13l1 �a „e, oRAnIIrG No 'W0.T TILT Jr.,PE SHEET 14 Or f7 Mt,lie.44167 1 7/8•At;,. 2• EXISTiNc r 7/d•AGn 2-•, EXISTING PENEW77ON rMax.� BRICK VE£NER 1/4 oAa'ELCO male PANELUATE PENETRATION'1 Md. I BRICK L'EfNER '!/4'Ox8'ELCO mole PANQANTE 7✓AS ANCHORS OR•1/4 0 TAPCONS II II NAS ANCHORS OR 1/4.0 TAPCONS I � \ i (sfE scxmuLE). i � (s£E scnmueE). i I 1 1.22500"--T 500" .250" WOOD I I WOOD REQUIRED 1 I / ` U 7- REOURm EXISTING nt .a WW'' EXISTING S1EQ ANCLE UNIE, ' I'7` ASTEa ANGLE S APPLICABLE NTEL e I 'AS APPLICABLF 4 ii I n ii I cup r-A6n 1 y I I RAR0 3 A STO GIA S i ,I STO CZAS N I I �G7A55 I � I.I TO CLASS II I n i opnoN J1 OPTTON i2 ALTERNATIVE. 11 ALTERNATIVE 1 fA II NOTES: b T. INSTALLATIONS ARE ONLY LAUD FOR MAX.A.S.D. DESIGN PRESSURE,RATING IXISTTNG L AND PANEL:Y LENG7HS AS PER SCHEDULES-ON SHEET 2(E)(CEPT AS NOTED) -BRICK SILL I i 2. SEE ANCHOR SCHEDULE ON SHEET 16& I Z g, i 3 FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO.BE SOUTHERN FLATr WOOD I PINE No. 2, AP/SPE0nC DENSITY OF 0.55 OR EQUAL. I i � 1 ExltidW7 I u P N rHAL AS 7-M;n. f AP''1C4�F NOTE FOR COM&NAT101J OF 5£C770NS PENE7RADON I �" 4 WALL/nOOR/CEILING MOUNTING SECTIONS CAN BE -- _ _ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Mor 1 L]STUDS I 2'x 4'SN(J ` 5 C-L ®.76'O.C.MO...REO'D -IXIST]NG Mfi. 1/2'PLYWOOD `-EXISTING J 1/4,1 x 8"LR mole PANELIIATE RFO D(lYP)W/FASTENNG BRICK SILL /1/4'0-20 i 3/4' NAS ANCHORS OR 1/4'0 TAP,CON lO STA10S AS PER L S.S.80L75 W/7/B'r (SEE SCHEDULE)TO EXISnNG PLYWOOD. SECRON 2A OF THE 3/J2•MG NUT ROR'61 BUXDPVC COOS 0 12.0.G ALTERNATIVE 11 BUILD-OUT INSTALLATION 1.,I ti� T►QT;T -_ SCALE,. 1/2` 1' , �, S;C. •r VALID FOR MAX. A.S.D DESIGN PRESSURE RA77NG +50.0, 760,0 p.Sf.. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) gr1167 •� 78"PANELS LENGTHS, AND FOR +50.0; -50.0 ps.(., FOR.PANEL LENGTHS:GREATEI? � N0. :*•; e2on 1R7ECYA u+G 0.050" BERTHA ALUMINUM STORM PANEL cc THAN 78'UP TO 108" 1 1k (2.00" DEEP) aaARN Br O7/26/D EASTERN METAL SUPPLY, INC a,1e INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS � ' , A.t 1L E G O-N.. PHGNE(6Q 58��AC- .r-171e T7-097 ORNE TILUT TESTING a ENGINEERNG COMPANY. —BALM-BEAEN.FL 3Tt07 SSIpNA�� 1 nr>a� n AJIlO Pm• 1(>�A7EA,_,Wa.fu,(]oSMr,_,S],' yn OR.IIMNG Ne EB-WHE ,yn lrou /JCn •""' - W%TER A LUT Jr.,P.E. SN XT 14A OF 17 iLORIM U li..e.N167 1 1/4'O TAPCONS W/ 1'I/2'MN THREADED ,i ri PDIEIRA710N TO f7f677NC l RUOD HEADER. 1/4'0-20 S S ADICNWNE (SEE SCHEDULE) BOLL w/NUT12 a WASHER I t 1- o NtJT o ' t� 16 Conf. I EVERY STUD 12'Q a I ?. 1' Cont. 1 I 1 I.ROOD HEADER I N j REOLHRED I I I I I 1 �I'Hh SEPAPoITION I i. I TO CLASS I 1 1 11'Yin.il'PARITLON I A I h I To CUS ! I i � I 1 6 � x t / 1 4'sLTS J/�' I BOLTS W/7/9"x '92"WING NUT O I KING Nflt,O• 1 '4 �' ' \ 12'a G ; 12'-0.C.— " v I . 314'WOOD i 1' I 2 K e ED I -DECK REOD.'D. 3 1000" n i11 1 CO"L 1/4b TAPCPNS, 7/iY ! SG TAPCONS OR 1/4 0 O PANEL AMMS RILL $OR Canf- THREADED PETIEIRATION TO 1/4 a TAPCONS PLYWOOD.(SEE SCHEDULE) W/'1 112'MW. fX6VNO/�Arn. 1/2-PLYWOOD 1HREADED PENETRAIKIN REOD I•�,.r)W/FASTENING ' (SEE SCHED(AW TO STUDS AS PER SECTION 2JO4 OF THE ALTERNATIVE I FLORM4 BUXDAG CODE SOME.1/2'-1' ' ALTERNATIVE 14 NOTES SOLE:'1/2'" f' 1. INSTALLATIONS ARE ONLY VALID FOR MAX..AS.D. D£SIGN,PRESSURE RAHNG *VALID FOR MAX A.S.D. DESIGN PRESSURE RATING +50.0, -60.0 p.s.L FOR UP TO AND PANEL'S LENGTHS AS PER_SCHEDULES ON SHEET 2 78'PANELS LENGTHS,AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16& I Z THAN �a l��.rvy„lpa" J PINE No.Z WFOR N /SPEC=DENSITYFRAME 0.55 OR EQUAL WOOD TO BE SOUTHERN 1,111)0�f�f•+.tl���;'-`• ' N0.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 THIFOQ 1ma 0.050" BERTHA ALUMINUM STORM PANEL La NOTE FOR COAONA77ON GF'SECTIONS: (2.OD" DEEP) oRAwN er:. WALL NCUNDNG SECTIONS CAN SE J i�t� 07 5 17 coueDlED IN ANY WAY To suer ANY 1NsTALUnoN. EASTERN METAL SUPPLY, INC DATE- (jJ °c �1'.fir' 1.L E C O�Nf:. 42M WEST ROADS DAW • �/ 5.�,.'•� 71LUT TESTING h ENOINEERING COMPANY WEST PALM 6rACH.FL M107 T7-D97 �;�,f,n..1. Prra+z(saO2ov.-ras1 LAX(5e1�r-L71e •..,.. veo,":(JaaAil-1510.rm.L�10T1-lfli ORALgNG No EB-00UTTJ aD�1•oa WILT A.TRiLT Jr..P.E. SHEET 14 OF 17 FLORIDAO 'Uc.4a167 v MAXIMUM A.S.D. 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NIA N/A 2(BOTTOM) 9' NIA WA 2(BOTTOM) 9• NIA WA JA(TOP) 9' WA NIA U(TOP) 9• WA WA U(TOP) 9- N/A NIA 3(BOTTOM) .9' WA HIA 3(BOTTOM) 9• NIA NIA 3(BOTTOM) 12- NIA NIA 4(TOP) 11' N/A NIA 4(TOP) 12' WA NIA 4(rap) '12" NIA NIA 4(B07TOW Ir NIA NIA 4'(BOTTOM) 12' NIA NIA 4(80TTOM) 9• WA NIA m(w) 9' N/A NIA- SA(TOP) 9' NIA NIA 5A.(70P) 9' WA NIA 5(BOTTOM) 5 1I2 NIA N/A' 5(BOTTOM) 8• NIA NIA S(BOTTOM) 9' NIA NIA 6;(BOTTOM) 3'1/2- NIA NIA 6(607F0M) 8' NIA NIA 6(BOTTOM) +400.-40.0 8 1/2' NIA NIA 7(BOTTOM) '8'-0' +40.0.740.0 3' N/A NIA 7(BOTTOM) >8'-O' +4aG.-400 5 I/2.' NIA NIA 7(BOTTOM) 8'-0- OR OR OR UP 70 OP r0' OR LESS NIA 12' 12- 8(TOP) LESS LESS WA 12' 12- B(TOP)'r W-0•• +60.0,-60.0 NIA 12• 1 12- 8(TOP) LESS WA 12' 12• 8(Bones) NIA 12-• 12'• 8(BOTTOM)o NIA f2' 12- 8(BOrMAO . N/A 72' r2' 9(TOP) N/A 12'• 17'• 9(TOP) NIA 11• 12' 9(70P) 12' NIA NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 12' NIA N/A 9(250710M) 61 NIA MIA 10(BOT7W) 5 1/2- N/A N/A f0(Barrow) 6- NIA WA 10(BOTTOM) .9. NIA 9' '1 JA(70P) 9• NIA .9- 11A(SOP) 9' NIA 9- .11A'(Top) 4' NIA 4• it(BOTTOM) 4'.•• NIA 4'•• if(BOTTOM)• .4"- NIA 4'. 11(BOTTOM) t6t! NIA N/A 13(FOP) C NIA NIA 13(TOP) 6• NIA WA 13(TOP) NIA NIA' 13(BOTTOM) _ 5 J/2- NIA N/A 13(BOTTOM) 6• WA. NIA 13(BOTTOM) 4• 4' 1 14(BOTTOM) 4'•• 4'•• I'•• 74(BOTTOM)- 4'• 4-• 4-• 14'(BOTTOM) • USE 6-CC SPACLNG FOR PANEL LENGTHS LARCER THAN f0'-0';IW USE 12'.00 + VALID ONLY FOR LP To+50A,-BOO p.¢f.MAY.ASDL DESIGN PRESSURE AS SHOWN ON-SCHEDULE FOR PANELS LENGTHS EOUAL OR SHORTER THAN 10'-0- R47NtG WITH 78-Al—PANEL LENGTHS OR FOR UP TO 450.0. �50A P.e.f. � •• VALID.ONLY FOR LIP TO 108"PANELS LENGTHS. MAX.ASD.OEVW PRESSURE RATING N9rH 96'Nor.PANEL LENGTHS. LLL/I1lF//JlJF�I� at _ ��� �1EPiSF'•'Q i J FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) •5 7 ¢29rF iH1EtLj svc 0.050" BERTHA ALUMINUM STORM PANEL cc o.44167 (2.00" DEEP) DRAWN Br. EASTERN METAL SUPPLY, INC O'TA217 .`:�9•'. 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IL E�►OIMC. 4268-WEST ROADS O9NE )�-Qs7 i�•,� . ..•• ��1�,1 TIWT�TESTING a ENGINEERING COMPANY PNONf.(361)709-8T6�.1.P,U1,(1)641-17/6 L� /� ` •1 61li'NM.]41e.74 Sla_61.MA6fw 4PoGG,rt D16C t)/O�%1 �.\:.. Pwm i nWM EB�O6I7a19(�Je11-1.131 Cana wa o aWMNO No .•r WALTER A TILwT Ji.,P,.E. m N-as �' SHEET I)Or 17 •••' FLORIDA Uc.•4167