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HomeMy WebLinkAboutProduct Approval 2/12/2019 Florida Building Code Online Busint 5s0TOfessin't.Rt 0 ® • O . 1 • E) � f BCIS Home 1 Log In j User Registration Hot Topics Submit Surcharge j Stats&Facts I Publications Contact Us + BCIS Site Map Links •Search Florida pr iu Product Approval ® USER:Public User Product Approval Menu>Product or ADplication Search>Application List>Application Detail • FL# C�64-R,4 Application Type Revision Code Version 2017 RECEIVED Application Status Approved MAR 0 4 2019 Comments Archived _ ST. Lucie County, Permitting Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative W. Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category CShuttersUjSubcategory JCompliance 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 12/31/2019 Validated By John Henry Kampmann Jr. ✓I Validation Checklist- Hardcopy Received Certificate of Independence FLi1964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr_app_dil.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE°/D2fOg%3d%3d 1/2 2/12/2019 Florida Building Code Online 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 # Model,Number or Name Description / 1196 .1 0.050" Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to ( (2 inch)- Drawing number 17-097 provide hurricane protection. j Limits of Use Installation Instructions i Approved for use in HVHZ: No I FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for use outside HVHZ:Yes 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. See FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party: Yes 111964.2 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 24 GAGE 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 9'-10"for+32.6,-32.6 i Evaluation Reports 1 p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of I FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party: Yes Sack PVe:ct Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::PrivacyStatement::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: ® ®99 Z Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 2/2 GENERAL Nis: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017(6th EDITION)OF THE FLORIDA BUILDING CODE THIS STORM PANEL SHALL NZ BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTIES). B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS,S.G.TAPCONS,ELCO PANELMATE,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, 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 NOEMBEDMENT 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 MIMMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(A.S.O.)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 WIND 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 8.1)&B.2)ABOVE. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 339 (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 W1 USED IN THEIR ANALYSIS.A DURATION FACTOR CD-1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL UKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN 7EST'lAB REPORTS A 0321.01-05.@ 0812.01-05 AND B 0119.01-06.PER ASTM E 1886-02,E 1996-02 AND ASTM E-330 STANDARDS,QUALIFIED FOR WIND ZONES 1,2 AND 3; MISSILE TYPE D(BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY SECTIONS 7.PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 82.1.1 AND 5.2.1.2 OF ASTM E 1898-02. (SHEET 4 THRU 8)EXCEPT THAT HEADERS 2,3,JA&4 SHALL NOT BE USED. 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS5 BE ALUMINUM ASSO IATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. TO BE ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE,BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE AND(9 SNAP CAP ARE PATENT PENDING. WOOD 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 W/50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LENGTH. WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION.CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3,4. 5.BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL,WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (G)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 SHALL BE AS FOLLOWS:(UNLESS OTHERWISE NOTED) (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSTALLATION INCLUDING UFE SPELT/OF THIS -1/4.0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. PRODUCT,BASED ON THIS P.E.D.PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS -1/4.0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4'0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4.0 X 3/4-SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&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.ED.ENGINEER.SHALL SUBMIT TO THIS LATTER A.2)3/4.0 SOLD SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE NO EMBEDMENT INTO THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. -1/4.0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND 1'MINIMUM FOR (e)TTHHIIS P.E.D.AT S_PREPARED AR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD WALLS WITH NO STUCCO. A.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,OR PAVERS BE FOUND ON THE EXISTING WALL OR 11.SHUTTER MANUFACTURER'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 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 CONCRETE BLOCK WALL: -1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. -1/4.0 S.G.TAPCONS AS MANUFACTURED BY ITW/BUILDER. IrJJiAAJiii���� -1/4.0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ,•��� �/ a THIS DRAW/NG SHALL ONLY-BE USED TO -1/4'0 c 3/4'SOLD SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ;�r ........... /lam o OBTAIN PERMITS IN THE STATE OF FLORIDA LLL` \C NSF. ? NO.44167 `_ `? FLORIDA 13UILDING CODE (Non High Velocity Hurricane Zone) o¢Gn mrzTw,ac 0.050" BERTHA ALUMINUM STORM PANEL LG STATE of u (2.00" DEEP) GROWN fit. EASTERN METAL SUPPLY, INC a O'NC 1 EE C O me. 4266 NETT RaADS ORM' �'� TILUT TESTING■ENGINEERING COMPANY WEST PAL]BFAW,,FL JR07 ata x:1,w,�v.v,. canoe R 9nm PiroNe(6OM7o8- ax r"(561)641-me ;17-097 ••r POm�I DW)0)1-19]0.(m,(m1111-1111 RAWN'G No ' EB-0006718 WALTER A PWT Jr..P.E. m 1'E'�T /4�1 ET 1 OT A ROIGOA U..' 14.101'(TOTAL WIDTH) -� ;--8.151'(TOTAL WIDTH) 11.000'(EFFECTIVE WIDTH) I -6.000(EFFECTIVE WIDFH) I- 170' 1.070" 1.070" 1.070'-i I r-4.880•--+ 1,170" -jI1I,-�-I;' �I JbA)YIAfUAf A.S.D. DESIGN PRESSURE RATDVG (p.sf) AND •�®•OASAPPUG9tE ! 1/0.800"(1yP.){ f 1 i 'T�®As.wPud6tE{�.� I I ly. •� Am.) ° r� o r1Jg) o CORRESPONDDVC 4fAXmlUAf PANEL LENGTH Z"SCHEDULE 0 T "a 0.150" $ o i-0.250' N rycQ '6 NELS PAR&TAMM AT BOTH PANELS RSl'AnM AT LEAST 2.020' -4 2.020'- o J 2.020'- ENW A/TH TmCxF BV ONE OF TMW MMS FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 6600®®©�n,®� W=TRAM OR DREWT AIVLW EB# 0662 OR ®# 14.375'(TOTAL WIDTH)- 8.425•(TOTAL WIDIH)-y ASa UDESIGN Yu.noa tuxm ASR OEM M PANEL Limo N PRESSURE MMG L(IL) PRESSURE RA IWG L(R) 12,000'(EFFECRVE WIDTH) -{6.000(EFFECINE WIDTH) I (..f) 1.070•}-{ ))..17D" ,.DTD" 1.070' I 4.66D' i-1.170" r +10.0, -JO.O 13•-0' +30.0,-JO.O 13•-0' may.®AS APPUCA9LE i I /1.050'07➢.) I 'S APPU�� I /1.050'(71P.J i Mo.) ( (4a) /\- +350, -35.0 12'-8' +35.0. -35.0 I2•-0' o ti N +40.0,-40.0 0 0 -I 20z0'l- --I 2.020•= -.2.020 I- +45.0, -45.0 12'-0' +45.0• -45.0 t0•-O' OPTIONAL EULL PANEL W10 HEMMED EDGES OPTIONAL HALF PANEL W/0 HEMMED EDGE +540•-50.0 11•-0• +50.0 -50.0 9•-0- Q STORM PANEL +550. -ss.o 10-0 +55.0, -55.0 B-z SG11E:1/4•-r' +60.0, -60.0 9'-4' +60.0. -60.0 7•-6' +70.0, -70.0 B'-0' +70.0, -70.0 6•-5' f-Mo'�CONCRETE ANCHORS(S££SCHEDULE)}- -j +800, -80.0 7•-0• +80.0• -80.0 5'-8' 13 I I'Min.l +90.0.-90.0 6'-J" +90.0, -90.0 5'-0' +90.0, -100.0 5-7' +90.01 -100.0 5'-0' • I � I ' +90.0• -frac 5'-1" +90.0•-110.0 J +90.0, -120.0 4'-8" +90.0•-120.0 4'-9" 1 � . +90.0• -IJO.O 4'-0' -:=30.0 1 4•-4 1/2- S #NOIE LG] MAX.AID.DESIGN PRESSURE RATING&MAXONUM A A PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER �1 MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS +50.0,-Sao p.s.l. W/88'MAX.PANEL 4At T4J Ll d 4�k LENGTH. n MAX.ASO.DESIGN PRESSURE RARNG&MAXIMUM PANEL LENGTH FOR AIOUNRNG AS PER ALTERNAI7VE II AND 14 ETI/IlxiiPi»�v ON SHEET 14A AND 15 OF 17,RESP CTIVELr,ARE I ELICp 1L J +50.0,-60.0 p../.FOR 78'Max.PANEL LENGRL CONCRETE ANCHORS(SEE SCHEDULE) J1AL11L���P~,T/r`t/JN ALENOM 0.0, -50.0 p.s./.FOR UP TO f08'PANEL r um. STORM PANEL r ua. p,.�P:' �CENg''•.9 _ TYPICAL ELEVATION a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N.T.S. ; 1• No.44167 ` owl]mirm INC 0.050" BERTHA ALUMINUM STORM PANEL Lc. i-1/4'Max. OAP I/4'Max. GAP-.4 - :*i 'k .'* (2.00" DEEP) ARG"'er IL EC O iNe. EASTERN TALKST a4DSUPPPLY, INCS OW O 7(,04y1�P;G��ro- TIWT YE571NG a ENGINEERING COMPANY WEST PAW WAw.f 37N07 17_097 •••• N x lw t4 Oi'*w cwmOs,O v,Ne %tONt(941)709-B24.E FAC(3911641-f7I4 SECTION A-A /ONAL Lv9mEB=oaueiTe L'65° RNAMAC N.T.S. •.••r WALTER A 71118 Jr.,P.E. Aln SHEET 3 OT 17 RAfOM Uc.44187 731,.51 0.010 OP.r0.010R 7.]68'--� I/1'o-70S S 601!W/NU!@ WASHERER T- I o n- —i 0' m _ I L_ rl I.on1- .On1• .r. Ij —]N�° '!ea. n; I p• a•F� L.,w• -r� r �� j 1__ �� .WB• .a9B- .aw• � II � , •pj ,app• j qp• ~2au0' '�. .Sap" �•�7: z161• i 3 -/—�' Zia, 3( �.�( � � II -. r z l7r \ I=z 17s-� I---zs64•t .? Z.nt--' ©_F' TRACK © I"HEADER }0 4Q 'U'HEADER 1) I- :cur,•vB-.,• 3O 3'Mox. 'U'BUILD OUT 3A OPTIONAL 3'Max. 'U'BUILD OUT scar:yB•-I• scar:yB'.I• J,y�1 ,�"'0DJ• �r e'r-20 s S Smo I%'/-an s s slVD_1°rp'• .rr'�r / a'ac .I •m 7]01-j 0 SVPA�SWWN li. .�� avON nav, a m pExra¢ pp r LA„p•J tom. .r ApW—! naa! I@.MINI WALL 1.75 x0.632' 07 F11 r5'MAX REVERSED 'F'ANGLE TRACK © ' TRACK ANGLE 09 STUDDED ANGLE ANGLE WITH STUD O ANGLE2x5WAX.x18uS D ,WL I%•.,' 0.J17- a 0.JIJ” WH OJII ' t / 773- 77 CB7'.2. S. IIR@ETEp R/ t s .6J66� ]90 e Y OC -am, f 7.]60-B'j .093- 2�OrQ .679- 11P. Ill LARGE KEY HOLE .i OP170N 1) SMALL K£Y HOLE(OPTION 2) O u•67a t x;0..oes' 309 tErprtrirr°i'� C 12A ROUND HOLE AT PANEL .a79 sag ,�11���(>t A.TI((��,✓e mac:ye•-r• su:r:a2•-r• 12 KEY HOLE AT PANEL 1© KEY HOLE WASHER .786• �"" -'- , �"'�I No.44167 �� �r.n,• y .ou- 7186• � I^ � _- —�I •�'�O�'' t/��1`:�•ti��i�, 1.99' RLB7B' .062' FLORIDA BUILDING CODE (Non High Velocity rHurricane Zone) 16 REO B.O. ANGLE �^�. •1°7a' .701]OL ,we 0.050" BERTHA ALUMINUM STORM PANEL L.c 1©SNAP CAP _ (2.00" DEEP) oRANx t r • S/]'--,• DETAIL 1:SND W/wNa Nur 0J�8/r) COMPONENTS TIWT TEMIL C O EASTERN METAL SUPPLY, INC wrE 1766 m 6.CK Dar 6TINO t ENGINEERING COYPANT WEST MmrAa(2]I0] s..a..,m,x@arW a s n v:u vNane(se»7p9-e7BJt iwc(6s1Je11-r71e 17-097 6151 Gb:(��E9-0006]19 fapa)ol1-1m' ya DRAWING NO � Wa1.TER A.TAUT JI.,P.E. 110 ra0u /M// iLOP10A U."Ib SHEET ]Oi 1) \ 9 Conl. 230 POUND CONCRETE NCRE WAICOM. \ CONCRETE ANCHORS —Mor. CONCRETE ANCHORS L[ /.000i � CONCRETE ANCHORS (SEE SCHEOULEJ\ --� (SEE SCHEDULE) REOUiRm ) (OPEN P09RON♦) (SEE SCHEDULE) ` Cone. 1'Mur. - .300' n y \ , .3DD' r .23D (SEE RiANCHO m � JTv 2 Mme" FOR SPICING) ED. I POURED CO. \ CONCRETE POUR E.D.ED POURED \ CONCRETE REQUIRED T RfOUCONC/R \ i R£OU/RED 2 \ \ Can4 \ 7 L' III I �1' Nin SEPAMin.SmARNION RATION! i i I To CLASS TO cuss I N -41'Min.SIPARAiION I W. TO CUSS 17�{ OpnoN df I CONCRETE ANCHORS SECTION 3A �1•o nON Ira' •.� I (sEe scHEDuI�J L2'O -, tl I £BDLTs w/7/B d \__ ' I!/S2'WING onl q .C. a .500' �,•I lu' i T w coU-� EO. 2 I POURED E0. 5 OR CONCRETE I I . %% i y •l : / J CONCRETE '\ ' 8 BLOCK WALL REOU/Rm JIB / POUR % REQUIRED Yn PoUREOJ 1 CONCRETE •\\ I I W„ CONCRETE ANCHORS/CONCRETE I• OO ETE OR CONCRETE % \ .'^. (SEE SCHEDULE) BLOCK WALL' BLOCK WAL E.D. RL REQUIRE E 'Nin.SEPARATION I 1 (<7,'EN WS'I.ON♦J , TO OL45S T 1' ; 1 J.W25 SECTION ® ANCHOR CONCRETE ANLHORS� a OPnON CONCRETE ANrxORSJ -230' (SEE seHEOUIEJ B ewe. I2 i (SEE SCHEDULE) B �l SECTION 3A 1 WALL MOUNTING INSTALLATION SECTION®ANCHOR SCAIE: I/1'a-IS r J/a' I s' 0 / £S.BOLTS W/7/B i J/Jz'wrAc kut o 'i 7/e':J/J2' / !2'0.a WING NM POURED--' O FA STUD I CONCRETE , h g�NC PODRm CONCFEfE OR ED. CONCRETE BLOLN W REWIRED RmulRm CONCRETE 7 J/•�' Ci E.0.. EDGE O/SrANCE N1 -rU/ 1y (. f.0. OR CK WA NG N O d$ (SEESHEETS SCHEDULE ON 5 Cont. BLOCK WALL SHEETS 9 k 10 h/I CONCRETE ANCHOR CDM. ElERY STUD •�P'i J (OPEN PoSRION aJ REomRm o r2'o.c. h (SEE SCHEDULE) SECTION 0 STUD $W TYP. TOP/BOTTOM Bf WALL MOUNTING INSTALLATION —J ,EE,VI E F T LLA /0 + :S�,P ,0® SECTION 4 T'l NOTE FOR GOMB/NARON OF SECTIONS: ,IIiTL�r . NUS RfN E CONDIRONSN SCALE:1/2'-1• 9 cont. Q• SEC770N®STUD WALL MOUNTING SECTIONS CAN BE ��, J' ' C •,"`l WALL MOUNTING INSTALLATION COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N0.44167 02017 TRrr%wc. 0.050". BERTHA ALUMINUM STORM PANEL Lc SECT/ON 1 SrALE 1� _ 1 :*I * '* (2.00" DEEP) aMwX Br !F:OEWL Of 50170N o SND YALD ALSO EOR ' :•¢.' C/I� EASTERN METAL SUPPLY INC 0'1261"WALL MOUNTING/NSTALLA710N-SECTION 2(W) EASTERN •' ;• 11ti 1� E C O IMC. atm WE51 Roos ORM ,. ac- .• nWT TESTING 3 ENGINEERING COMPANY AES!PNM B01W.FL JJ,O7 ••�•�` x xT.xealw uwa n x1x PROUD(3502o9-W&X FAIL(35084.-n.. 17-097 DRAWWG Xo EB-0005719 ••••••• WALTER A HILL Jr.,P.E. m lSbaT i1.OPoM Tic{1187 3NCEf {Or 17 718' VJ2' 5000 SE7 OR ELCO mole PANELM.IIE OR£O 1 DNS WPIG Nut O MRY SND CONCRETE ANCHORS E D, ®®OR® W/I/Ib-20 S/OEWA.BOLI OIT b �\ a (SEE SCHEDULE) \ CONCRETE ANCHORS \ AT PANELMAh3 CONCRETE ANCHORS E D, (SEE SCHEDULE) I-E.A ®OR 1®W/IJ W 11/Ib-20 TFUSSHFAD BOLT t OR SC.rAPCONS (SEE SCHEDULE) 1 (SEE SCHEDULE FOR SPACING) \ POUR£0 CONCRE7f ',I, POURED CONCRETE REOU/REO� 1•.ilj ! c I REQUIRED-\ EO.A I EO. POURED W I \` CONCRETE \` i \ \ OTII'� POURED i REOUIREO CONCRETE o , \ I 1 :ALTERNATE BLOCK WALLUi 1 :LEG LOU770N REQUIRED \, i I I j {C"nf. I 9 C-f. \ \ \• I i i i I ' I h i 2O&Y14' !,1' N 1 t h LT$ NG N 9 i2'O.CWING. ! OP170N Ir 1 �i t V (EESANCHORS - SECTION 5A 8 GDO1. I UI I'W.SEPARATION —T SEPARARON C \ I s.9i TO GLASS 1 N GLA53 ,1Mgy.1 ._.�I'Xie.SEPAIUnON y POURED ` I 3�3 < TO CLASS ANS` WHO !/!2' ' 1y.,1 I WINC NUY O '/1s-20 0 ! T \• \ `�\\ ` EVERY SNO I %e'S£BOL/5 B o T2'o.a i 1 Cont r I WHO NUT o I I POURED ' CONCRETE OR CONCRETE I ' N 7 I CROCK WALL 4i �' 1 1.115" .I Cent REOLRRED 774. a / / I OPTION I2 POURED CONCRETE / !,'• POURED CONCRETE' 1• I SECT/ON 5A REQUIRED REOWRED i CONCRETE ANCHORS E.O. CONCRETE ANCHORS SOLID SET OR ELCO mole PANELANTE OR£0.TMCONS (SEE'SCHEDULE) (SEE SCHEDULE) E G a®OR® W/I/0 0-20 VDEWALK BOLT OR®J ®OR®W/1J W/1/1 Y-20 muss FAO BOLT C£ l G & FLOOR YOU T/ G CEILING & FLOOR MOUNT/NG ( SLNEDUIE EOR SPAGNCJ D/R£CT WALL MOUNT/NG INSTALLATION (D M �1'L6a.sEPARATroN + INSTALLARON — SECT/ON 8 INSTALLATION — SECT/ON 7 — SECTION 8 SCALE: //2' TO GLASS !/JT• SCALE:1/2'_1• WWC NOT® SCALE:1/2"_1• EVERY SND 9 9 12'O.C. I Lon1. r �1.123- EQUIRREEDroxeaETERED (SESEEEESCCHEEDULC DN IIJ d'P�;• 'BENS '9 = SHEETS 9&10& \ F,•'•,' e CONCRETE ANCNORS� E D. (sEE SG/EOD,E) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No,44167 ':'If 02a r7 nLTEm•WC. 0.050" BERTHA ALUMINUM STORM PANEL La NOTE FOR COXBINARON OF SECONS: * (2.00" DEEP) mm Ba BUILD—OUT & FLOOR MOUNT/NG WAu/FL00R10EILINC MOUNRNG SECRONS CAN BE INSTALLATION — SECTION 5 COMBINED IN ANY WAY TO SUIT ANY MISTALLARON. ............ �,yt� L7:1 ME o EASTERNMETALSWEST Ra4cSUPPLY, INC • "•"•• TILUT TESTING&ENGINEERINO COMPANY WEST PALM SEACK FL IM07 SCALE:1/z' 1' -•ISS/�Nt��-�' PHONO(=)Z09-B76.E EAK(661)811-1716 17-097 •......1 n1-00D6T I9 0.PAMNG A WAllRIT1LLLie.RPXJr..Pm Ie-uf MM AAI6T � o SHEET 5 Of IT ' CONCRETE ANCHORS% E. a SOLID SET OR ELCO iYiato PANELMATE OR S.G. 7APCONS (SEE SCHEDULE) 0 @ OR(g2A) W1114-0-20 SIDEWALK Bar OR 0 POURED —718`0 x 3132- CONCRETE OR @W/@ W1114-0-20 TRUSSHEAD BOLT+ WING NUTS 0 12'O.C. REOUIRED (SEE SCHEDULE FOR SPACING) AT PAMENfArES OR ED. I Co. S.G. FAPCONS T_ 4 Con, POURED CONCRETE REQUIRED CE xll VIE ON 10& 11) tz Li 1"Min. SCFARARON�,,,' NOTE FOR COMBINATION OF SECTIONS TO GLASS I.Min. SEPARATION & WALLIFLOORACEILING MOUNTING SECTIONS CAN BE TO GLASS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Z A 6. SOLID ob (SEE SO SIDE WALK BOLTS ARE 3142.31327HZCK HEAD MACHINE SCREW WILENGTH 7/8,rex 31322' a AS PER NOTES&2&8.2(SHEET 1) WING mur @� I I 1 + + EVERY STUD TRUSS BOLTS ARE 112101187HICK 1 718-0 3132' CBIME ,t� 0 12'0. C. SCREW W ENGTH AS PER NOTES A2&B.2 (SHEET WING NUT 0 EWRY STUD 0 12"0. C ' X ALTERNATE LEG W 7 POURED LOCATION ci CONCRETE OR CONCRETE BLOCK WALL77777,77/77/77,7777, REQUIRED - ----- Z POURED CONCRETE —EDGE OF Li REQUIRED CONCRETE ANCHORS SLAB IF (SEE SCHEDULE) CONCRETE ANCHORS APPUC48LE (SEE SCHEDULE) F.D. Cont. CEILIA(G & UNTING IST ALLA TION S� tl�miT.4 FLORIDA BUILDING CODE (Non Ity HUY lcone Zone) V200 MITW, 0.050—BERTHA ALUMINUMg "0 oc TING INSTALLATION 3 No.44167 I WALL MOUNTING ITIRW PANEL Lm (2.00" DEEP) lZ GIVMN 81 SECTION 9 Z� EASTERN METAL SUPPLY, INC IE C 0,,,, TT RA21=1 ENGINEERING COMPANY e ILS SCALE: 112'- I" a. — m— pow*(MUM-4741 rAt 17-097 S(pN409 WALTER A. mwm N. irt'r FLORIDA Ucµ19T sma 6 of 17 _BRICK V VW 2' J r/2• BRICK VEENER // _Er[S//NG PENETRATION IpK /j AdK I I/4'N%N. J "/ BRICK VEENER CONCRETE 1 PENE7RAFON TOE 10CONCRETE BLOCK1'TO CONCRETEs_ _______7_e / - M1 • a .a Ng �.'W F1 POURED CONCRETE I/IbIB•r TV mole EKISnNG 'yJ' OR CONCRETE BLOCK- PANElYA1E NAS ANCHORS OR 1/4'0 STFEI.ANGLE UNIEL i I POURED CONCRETE J!/4 015'ELLO male ' / DOSANG TAPCONS OR 1/4.0 EELO NAL- AS APPLICABLE PANELWrc NAS ANCHORS OR 1/4.0 STEEL ANGLE INTEL a WALL REQUIRED I OR CONCRETE BLOCK _ PANELALAfES(SEE SCHEDULE FOR SPAC/NO). It,All.RmIMm rAPCONS OF I/4'0 ELLO dGLE AS APPLICABLE T I vwELAu/Es (SEE srxmuLE FOR sPALwc). $�y T ` i 1 OP1J0N/I SECTION 11A OPMN i2 SECTION 11A I'AGe.SEPARATION TO Guss i \ I i F BRICKS/lt ICK 0-IO t 3/4' 1 Cj S.S.ears W/718", d " I J/J7"WINO NUT O i 12'0.G I • � � � E O.�EDGE OISUNCE ' I 1.14"N/N. ! r o / SHEEIS HIOU E&71) 1 PENRON ro I / / EX57ING I +i / I CONCRETE BLOCK %�/� r/7A5/RNO AS I i 1 SIDE W,IIK BWAD EL SCREW W/LENLXJ2YWCK e 2.10 CONCRETE !/APPLICABLE NOTE H7R LONB/NABON OP SECTIONS; AS PER NOTES A2 Q 8.2(SHEET I) WALL/TLOOR/CEILING MOUNTING SECRONs CAN BE TRUBS H: BOLLS AR£I OKI B7N/CK ' /2. % COMBINED IN ANY WAY IO SUIT ANY/NSTALIATIOK NfAO INCNME SCREW IY/tENG7� AS PER NOTES A2 h B1(SHEET I) 7-1--- _ i I i I' J f/2• I Cant LLT/////J (p t ExrsnNc TIIj1) \ I n'&ER � POURED CONCRETE114-0.8-a �\ :•�,�CENgF'•, \ I/I UM ELCO mo/e ,N C FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OR CONCRETE R BLOCK- PANELWIE NAS ANCHOFS OR 1/4'0 WALL REQUIRED rAPCONS OR 1/4.0 ELLO 1JALE No"44167 •• '• W2017 ntrmTl erc. 0.050" BERTHA ALUMINUM STORM PANEL L.C. PANELMA7E5(SEE SCHEDULE FOR SPACING). ;*:— 1 *; (2.00" DEEP) Dam Br. EASTERN METAL SUPPLY, INC BUILD OUT INSTALLATION _ \,� L E C O ewe. . • 420�T RMS DRIW TIWT TESTING(!ENGINEERING COMPANY WEST PAW BE"fL 53407 SECTION /1 "`G „�, PNONC(561)209-e]µTAIL(5.1)541-Ole »-097 S 1 P . s•" (N a 1-ISW.TED:Lwy 1_,yl ORIWING Na SGLE:J/B•-I• /pMA1.� EB-OOO6T1e c'n WALMR A L;W. Jc,P.E /IAN v A ROLBM Uc.NIB] SHEET BA Oi 11 ADJACENT INTERIORLY ADJACENT { PANEL T—REMOVABLE PANEL -— '\ II O 4 O.UPLY1N5f I CONCRETE ANCHORS II / /2'Nn.THREADED I PANEL / I/4'MOr. G4P AT 6'O.G � -BENEMRON TO EWSANG WOOD 1/4'MG,. G4P _ `...:�i HEADER. o POURED \ CONCRETE OR OTHER CK REQUIRED- ) 2 TOP TRACK SECTION B-B % `° I 2 OR ANY OTHER +' I ,TOP TRACK SCALE:1 1/2'-I' 1141; '20,1" S I I l WOOD HEADER i S/OWALK BOLTS W/7/6 11 J/J2" �! i I REQUIRED i WING NUTS AT OVERLAP 1— .I j ` 1 I 1 i it I I i j I 1 m 8 (BOTT) 12A.12B 8 (BOTT) a 1/4=20x1'SS ADIAC� SIDEW"BOLTS. 1 4 TOxI"SS pANEI W/7/8'X J/J2' fNTER10RCY i I 4�i OEWALIf'isLTS-� ' WING NUTS AT RELIOYAB[E ADIACEM i I 7/8' J/J1' 4 OVERLAP STORM PANEL PANEL i .�f'MTM. SEPARAHON' 4 'W/7/B'X J/J2" j1. j I'j W/NC NUr W/NC NU75 AT —I I TO GLASS ! I OVERLAP 1 GLS :! i l EVERY STUD 012'0.C. I CONCRETE g l I u I 1 OR 1 l BLOCOxCaETE-' I 'bI 718- 3112.WALL o REOU/RED W .WINO NUT I i l i EVERY STUD Ill i q µp � --- I MEA REO 0. 10 o ' j { o Elco PANEUNrEs sou0 sEr OR sc rAPcnxs_ !OR PANLMATES ANCHORS W00 SND' rf/4' OR SQ 7APCOI W/2"CRN.OF PLATE 0A7 M/DW/DA 6'O.C.ATAOUACEM �2'OC lPANELSRUWEO OF PLATE®6'O.C. ®ADJACENT PANELS 8(BOTT) 12A,12B a (GOTT) WALL MOUNT/NG INSTALLATION WALL MOUNTING INSTALLATION SECT/ON f2A SC(LE:1/2'`' SECTION 12B INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, —50.0 p.s.f. SCALE:I f/2'_ I' ' .tv;I A Tjllij" `�� �' S'F''•`.,9 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) amaTnTEEn,INC. 0.050" BERTHA ALUMINUM STORM PANEL ca N�'4'I167 ? (2.00" DEEP) ARM Br. EASTERN METAL SUPPLY, INC °'a4m =:o• 'R ; I IN ECO NC. 4268 NEST ROWS aw - •�G � A *,`V 1�'' TI TESTIN°t ENGINEERING COMPANY NEST AIW 65"Cl(R.81107 V �a. w..w, nlwa,n nla vRBxc(5°1)269-fim.X FA (561)641-1716 17-097 ®m+ u[ GIUWwG No EB-G56ens WALTFA A MILK L.,P.E m u-415 1){n 4n FtaraLw u�.ufe7 SHEET 7BE 17 1/4'0-20 S.S.MACHINE POURED CONCRETE OR CONCRETE BLOCK BOLT Y//NUT 6r WASHER WAU.REONREO •0 12.0.C. F2,500'WW* CONCRETE ANCHORS 7/8•+J/J2- CONCRETE ANCHORS (SEE SCHEDULE) C r• WING NUT O 1 POURED CONCRETE O IT'0.G 2500" --- I Conf. EVERY STUD OR CONCRETE BLOCK —�.. Y/n. ^- - 0 12.0.C. CUT PANEL WALL REQUIRED \ w. CONCRETE ANCHORS 1'000' POURED E.0. 9 O 12.0.C. CONCRETE \ Con 1. RfOU/RE0 2'r 2"r.055'70 ALTERNATE LEC LOCATION 2'r 5'+.055'CL \ : k Nom.ANGLE OR .080'JIM- 154 SHEET L T'r 4'r.I25' LIETAL AWED.BENT PLATE IyIS� 1/05-H14 OR 6OF-76&LOY Conf.Nom ANGLE 1 {moi• VON— TO ox _ 1 "'GLASS CASE A (plan) CASE C (Plan) N sraLE; 1/4'a r• sraLE• r/4•a r" H-14 OR 6063-Ri ALLOY C I LSAfl—ANGLE 9 WITH ANCHORS O 12'0.L 718" JIM* KING NUT 0 kUF PANEL r/4'GP LOGO 12'O.C. 7 _1 1 YAR/L3 3'n" POURED CONCRETE \ OR CONCRETE BLOCK 1.000' POURED CONCRETE Y r �f'\ WALL REQUIRED IT Cont OR LONCREfE BLOCK \`�f WALL REQUIRED CASE D_(Plan) POURED CONCRETE ^ SCALE: 1/4'a r' REQUIRED CONCRETE ANCHOR / F--� (SEE SCHEDULE)J E 0. i Go. c L w5• X=BUILD OUT DISTANCE TUCKS CEILING & FLOOR MOUNTING ` (JYPJ INSTALLATION - SECTION 13 1T"Yor. 1 Sre:c:1/2'-1' E 0.-EDGE DLS/ANCE 1/I'0 BOLT 1'r 4'r.0)2- (SEE SCHEDULE ON 0 T4'a C. JI05-HI4 OR 6063-76 ALLOY SHEETS 8,10&I1J W/JACKNUT Cant.Al—ANGLE INOTEPOR COMBINATION OF SECTIONS: CASE B (Plan) CASE E (Plan) WALL/PLOOR/CEIUNG MOUNTING SECTIONS CAN BE SCAITFj/✓//Sri �T• SCALE.' I/4 = I" COUB/NED/N ANY WAY TO SUIT ANY INSTALLARON. END CLOSURES DETAILS ��� ,4�CENS�"'•.� FLORIDA BUILDING CODE (Non High'Veloclty Hurricane Zona) 0201)BLITW.LNG. 0.050" BERTHA ALUMINUM STORM PANEL Lc. * 0.44167 (2.00" DEEP) am"8,. C EASTERN METAL SUPPLY INC °'ATE-7 • O/TE •�., ('r, :Tfftt--Q."•� 1L E C O SMC. 4T6B*EST Ro10s OFM : PW (sfiI T TESTING m ENGINEERING OOYPART WEST PAW BLACK R)HOT )T00-aT6L v.�r(561)641-mfi 17-097 ".�VInI1�Al�•`�v\•1, s`a•:n�uu:ftai36IE9-°0�67;911m16H_1ml mmno: un DR46•LV°Na WALTERA.TILLLT Jr..P.E. Y6 15-oq %M F1APoW lie.A4167 is HEET 8 OF 17 A(Amll X A.S.D. DESIGN PRESSURE RATING (Rs_f) AND CORK FOAMY0 MAMN ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK STRUCTURES AS� AV]eBT BPAOAI/MLA.J I/J'.• 9!L'I1>K/• IA+21 pAS� YtdNY MOp6 SM<aWW IM L A�J�•• 9CKY6//• .PQt rA®nr IBGaa SoHo m sA1Nmr lAxalYlrs PAVAIAa n99 Avr aymwr»v �T•OrJ nam. DOssw urova ma m sAwsw oAmwra nwBlYrr ms Aw mmwnav �T•(N rvn k•IJ ro mTGmr rD Yvuer ro LAVCRa[roYunwr ro cn•.vaTr ro uasowr ro LWAxnt ro YasOwr ro mxvmE ro NASA•Ar arHOI RmnG N.IJ ro LT2cArE ro 1AnxWr ro Lv.81r ro IPe.Or ro➢nrJa1r ro Nan.Nr ro Ln•Lu1e ro ILAmwr ro LlmGarE ro rw9>Rr w rrml 1" WA I2• NIA I2' N/A II- WA 12• NIA I(TOP) 12• WA 12' N/A I2- WA I2' N/A I2' NIA 1(LOP) rT' 11' II' 12' 12' I2' 1T' 1T' II' I2' r(90nW) 1. 7" IT' 1a- 12' rT' IT' IT' la' II' I(BOIIOY) . 12' WA 12' WA IT' WA IL_ NIA 12' WA T(LOP) 12 WA IT" NIA IT' WA 12" N/A 12' WA T(TOP) 9' D' 9. 9" D' 9' 9- 9- B' 91 2(YOnOY) D' 9' 9- 9• 9" 9• 9" 9' 9' 9- 2(SOrTaUl 9' N/A 9' NIA B' NIA 0' WA D' N/A JA(TOP) 9' WA 9" N/A 9' N/A 9- WA 9• WA 5.(IOP) g• g' 9• p' p' 9' 9' B' D' 9' J(BOJTOYJ D• 9' 9" 9' 9' 9' 9• 9' 9' 9' J l..`•LIOLQ W If, 12- 1 12' 1' 12' 12. 12' 12• 12' 1(TOP) f2• 7- 12' 1 17- IT' I2• 12' 12' 12' 12- 1(TOP) 12' It, !a' 11' 12• 12• 12' 12' 11' 12' I(BOTTOM) IT 7' I2' 12• IT" 12• IT• IT• 12' 1 II' 1 1(BOnW) p• NIA 9- WA D' NIA D' NIA g' NIA 5A(TOP) 9• N/A B' WA r WA 9" N/A 9" WA SA(TOP) IT' WA 12' NIA 12' N/A 12• WA NIA NIA 5(BOnOL1) 9' WA 11- WA 11• N/A 12' N/A N/A NIA 5(ROnOY) /2' NIA IT• WA 12' WA W NIA WA NIA 5(rap) 9' WA /I I/2- r/ II• WA 12' NIA WA WA 6(LOP) IAR-10.0 12" NIA 12' WA 12'K11 12- WA N/A N/A 6(VOINW) B=0' IAR-DO 9' NIA It, NIA I2" WA 1a' NIA N/A N/A 6(BOTIOY) >0=0' OR HESS 12' N/A 12• N/A 12' 12 WA WA WA 7(TOP) LESS LESS B' WA 11" WA 12" WA Ia' WA WA WA 7(roP) IOR OR J-0'• IT' WA 12- NIA 12- IT' WA NIA NIA 7 MGM—) 9' NIA 11- WA 12' NIA 12' NIA NIA WA 7(BOROY) NIA WA IT' 12' 12' 12" la- 12' 12' B(FOP) NIA WA 12' 12•• 12� 12^ 12'• IY• 12'• 12-• 8(Wr N/A WA 12" 12' 12' IT- I2" 12" la• 6 Dg1TT0Y) WA WA IY• 1a'• 1182' WA 12� /2'• II'• IT'• B(BONOIIr NIA WA IS' !2' 12' 12' la' 12' f2' 9(LOP) WA NIA 17'• 12'• 12'. 12'. 12'. W. p(Top)• IT" O' 12• r1r2' 12' IT' /z' 12- a(BpTTOYJ I2• 7" la' 12• la' IY 12• 1. 9 MGM.) . 12• NIA 12' N% 12• NIA Ia' NIA MIA WA f0(IOP) 9" NIA 11 1/2- N/A 12' WA WA N/A 10(W) N/A 6' WA 6' N/A 8WA N/A WA ID(BOROL) 6• WA 6• N/A 6' N/A N/A" NIA 10(OOTIOY) 9• WA D- N/A pNIA 9' WA 9' NI 11A(IOP) D' WA 9• NIA 9' WA y' N/A /G(LO°)9. g. . • g• p• ppgI1(BOnO(� D' 9' 9' D• 9' B' 0' 9' Il(BOnmo 6- N/A 6' WA 6' N/A 6NIA B- NIA 1J(IOP) 6WA 6' N/A 6' WA 0• N/A N OW) 0' N/A 8' N/A 6' M/A 6' WA WA N/A 1](BOiLOYf 8' WA 6' WA 6- WA B' N/A 6" WA IJ(BOIIWI) • USE 8-0C FOR PANEL LENGTHS LARGER T16W 10'-O'ANO USE 02'OC AS SHOWN ON SCHEDULE FOR PWLLs IENGINS EDUAL OR SHORTER OLAII 10'-0 ..940YUY ANCNOR 9'AL ARE YAIO FOR J 112'00'DISTANCE FOR E.0.(ESS OgIL J!//22 ANCHORS LEGEND RIDUCE ANCHOR SPACING BY YULMLYWC SPAf7NG SHOWN ON SCNLWLE Br THE iDLIDWIIO<ACfORS. (NOTE•Yin.E O FOR SOLLOSEr ANCHORS IS J7 Mia FOR IRIS OPER.TO BE POSSIBLE REDUCE"SPAaNG OBTNNm LSWO FACTOR SMALL NOT BE ANCHOR TYPE ANCHOR L[e9 INAN Y/N/Yuld SPALJNG N4JRATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. SPACWO FACTOR TAPCON(REGULAR OR$O)PANELWTE OR PANEEWTE nAS J E.D. EDGE DISTANCE ACTUAL E a WCON(REGULAR) SG WCON,PANELYAIE OR PANamrE NAS SOLD SET soup SET J" J. - .66 .75 2 I/2' - .71 .50 )#FF///lllrlr��� AA.71 •� J`1,TYl���C T ���'k(ySF/T�'�•t FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0x17 mrzm We 0.050" BERTHA ALUMINUM STORM PANEL NO.44167 (2.00" DEEP) DRALc ( W-er. � j%�' IL ECO�Nc. EASTERN METAL SUPPLY, INC12M WEST ROADS O01F' TIWT TESTING h ENGINEERING COMPANY WEBI PAW BEACHL FL.A10f�A+ ;5') 9-B26x FAA,(segell-Ine 17-09Am.:aC5bI0i�D-00.71:(bSl!]I-�81I — yn NUWINC EB-0000...W&TER ATWT Jr.,P.E Isuf — at SHEET 9 O ILGRIOA U..A616T MAMW A.S.D. DESIGN P F4.fir' RATW Jp&sf f AND CORRESPOWNG M XMIT u'ANCfIOR SRAQW SCHEME FOR WT LLATIJONS A CO =TZ! gA CONCRM BLOCK talanM AtL`RMS s7Aaw vm¢a.}yY. 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N/A p' N/A 9" WA 9" WA 54(IUP) p' Y 9' p' 9' 9' A 9" 9' 9' 5(°Otto") r i' P" p' 1 9- 9' 3' Y P' r J(Banwo !2' Y Ir U' tl' r1' 12' or Ix" 11' 4(OP) W A" II' I1• ii' It' 11' r it, T 4 Ew) la` Y no. 12' 12' Ix' 12• 1' 12' 12" A(DOW.) II' I' II• It' it` it, it, r Ii' 1. t(BOffOM} 9' WA 9` WA 9' WA 4' WA 9' N/A SA ODP) P' WA it WA 9' N/A r NA 9' WA St MP) 10' WA I1" WA 12' WA 12' WA N/A N/A 5(801)OM) 5" 7' WA 9" N/A B' WA N/A WA 5(BORON) to, N/A rr WA 12' N/A I2' N% N/A N/A it(w) P^ WA t0' -A 12' WA Ir WA WA WA 6(lp) ta4-IDA 1' H4 Ir WA Ir N/A t1" WA WA WA 6(BOIr011) X-41. +60.0,To—.O B' WA 7' N/A 9' WA 8' WA N/A N/A 6(BORON) 111.4.up to GR a-bad lo' N/A 12' WA 11 WA 11 WA WA N/A 7 noO) LESS Ima.-9ao 5' N/A Y N/A 9' WA e' WA WA WA 7(m) LSP 10' WA 12' WA 12- N/A 12' i{A WA WA 7(80ROM) S' HAA 7' WA P' WA 8' WA NIA WA l(BORON) N/A N/A I2" 11' 12' IT' I1' la• 12' 12' B OW) WA N/A 12' 1 12' 1 12• 12" 12• 6' 6' B(tOP) N/.t WA 12' IS" 12' 1. 12' 12" Ir 12• 8(oORON) WA N/A Jr W tT' 71• tT' d' 12' 6' 8(80ROM) WA N/A or 1' 12' 12' 12' 11' 12• 11• 9/!�(w) WA N/A la• IT' I2' Ir 12" d' 12• 6' 9(w) 12` r IT' Ir 12' r2' I2" 11" W 1r 9(MMU) Ir' r 11' II* IP W /P Y it- 7• 9(BOrrivl) W .154 11' N/A 12' WA 12' WA WA WA to ODP) P' WA to, N/A 12' N/A I1' WA WA WA to OOP) 6' WA 6" WA 5' WA 6' WA N/A WA 10(8017W) d• WA d• WA e' N/A 6' N% N/A WA 10(BORON) B" 7• N/A I WA N/A WA 1 P' r to r IIA OOP) 8' 4' WA WA WA N/A 9' }' 11 IIA OOP) P' 7' WA WA WA WA 3' }' g• 7' Il(°°ROM) d• A' WA WA N/A 11/A 9' 7' 9' 1' II(BORON) d' WA D' WA d• N/A 6' WA N/A N/A tJ(IOP) 6' WA d' N/A 6' WA 6' N/A WA N/A 15 ow) WA d' WA r WA WA WA to WIL.M) 6` WA 12- N/A 6' WA 6" WA WA N/A 15(BORON) ANCHORS LEGEND ...WkIN ANCHOR SPACINGS ARE YM1a FOR J I/2"EDGE DAS7ANCE.FOR ED.LESS TMN a 1/2" �• AtDtJCE ANCHOR SPKtNG Br AITAWRRNG SPACM SHOWN ON SCHEDULE BY tiff FOLLOroNG FACFO.R£ ANCHOR J7PF ANCHOR ANWOR (Hare usr,ea roR mcrosEr ANcdaRs s a7 FOR 7N/5 OPEPARaN ro BE P05518LE"RfaUCEO 5➢ACINC OBIAWEp WHO FACrOR SHALL NOF BE GPCON(REGULAR oR Sri)PANCLLNFF OR PINEL447E WAS J' tESS RAt A[dY&ON S".t.SNG 7NPtGTEO FOR EACH ANGNDR ME A7 AN.liaRS tFG£ND. FACRIR SOLID SEr J• ACRA.E D. rAPCDN(R.) SG.r4R=PANELMEE OR PAMELNAtr NAS SLID SE;, J• _ .86 .75 Lc)LC)L)�HNN'J7i y x 1/2" - .71 .50 Illrlr�„`4n iJ,���J"'y * S' FLORIDA BUILDING CODE {Non High Velocity Hurricane Zona} . .2017 tar£ca UHL O.DSO" BERTHA ALUMINUM STORM PANEL La No.44167 (2.00" DEEP) DRAWN Br EASTERN C METAL SUPPLY INC T °'n6f1' ■1 G4268 WE5r RDNS DRIVE. 7 ate .�j( t, TIU.IT TESTWG It ENGOLEERata COMPANY WFS7 PMN BELCH,H.J5ta7 ST A.11�y.f�,(A� ;:/'�•a`Y rt• ssv"w.ww f�va,�,wcma.awn,R carat PHUH& fT—O (56i)2°9-82aL iAt:(581)°1(-17iB 17-0 Na by (106)211-1611 moeNpi H.W al+m�ul F-i (�yj){{ V fU-0006T19 ¢p rdan uAlr`�l�� wALTtR A Ttt1R b.,P.E. sum tow 17 ,/ fLOPoUA Ue.AL1 B7 7 AXOM-r A.S.D. DESIGN P F. raF. RAIN- (p.s.P) AND CORRESPOMBW MAXB= &rCHOR SPAGW .sruMME FOR rWTAr.r.eTinAW nv rnnrruM enTn rnxrnncmR• arnnv emnnrvTrroao .96 A u��mvB wnvuB Awe vAuc rm e a-J IR"•• •<Iwur r4wuB A+vAxs s/•mv my e a.J�'• RI-J FL4AAB WgY,6 son RT s4LYtRY Mttl,al6 AV[faair NAT t'fOJ wf�4[ McifM wcaa mm 4f scNmv P.w0lura awOwr[Ku' wmrta ruu aA1aa G✓J un9Rl t'DrJ ro mNxr ro lasaly ro trvrme m.Psoar ro mNcme rg NasgNrF ro c4lcaLre ro¢aswN ro marz ro uunrrtr or rrml ro eau4lr ro rasmPr ro 4wwerr m,nmvrN ro 4wunr ro ro m arc ro lamwr m 4recnr m mraaer 4•rNal 12" N/A 12' N/A 1. WA (2' N/A 12" N/A I(MP) B r/2' WA S. N/A B' N/A B' WA 9' N/A 1(RLP) 12" B IIT• r2" 12' 12- 12" 12' 8 1/2' 12 8 1/2' 1(80naR) 9' 7' 9' D' 9' 9' 9' Y 9' IT' N/A 12 WA W N/A 12" N/A 12' WA 2(Tap) 9" WA B' N/A 9' WA 9' N/A 9' WA 2(TOP) 9• 4 I/2' 9' B' g' 9' 9' B IIT' 9" 8 1/1" 7(80W.) 9' 1' 9" 9" 9' 9' 9' )' g' e' 2(MO ) p' WA g• WA 9" N/A 9' N/A 9' N/A m(MP) B• NIA 9" N/A 9" N/A 9' N/A 9• N/A m(TOP) 9• ♦1/T' 9' 9' 9' g' 9' B!/T' 9' B 1/2' ,T(BpTTOY) 9' 1' 9' 9" 9' 9" 9' Y 9" 9' J(80710Y) IT' • 12• IZ' B r/1' 12' B I/2' {(161'1 9' )' 9' 9' 9' 9' 9" 7' 9' Y B(TOP) 12" I I/2' 12' 12' I2' I2" 12" B 112' 12' B 1/2' I(BORON) 9" ]' B' 9• 9' 9' 9" 7• 9- 7' 1(GOnW g' N/A 0' WA 9' N/A 9' N/A 9' WA .s4(MP) B" N/A 9• WA 9' WA 9' NIA 9' N/A 14(IOP) N/A 7 I/2' WA B' WA ]1/2' WA WA N/A 1(w ra,U 1' IA 8' WA Y N/A Y WA WA N/A 5(BDImu) g• WA 9 1/2' WA 10- WA 9 I/2" WA N/A WA B(MP) 1' N/A B' WA r0' WA B' N/A N/A N/A 6(1DPJ ♦140._fig B IIT' WA 7 1/2• WA B' WA 1 1/2" N/A N/A WA B(BORON) s'0, •���4g S' N/A 6' N/A 7' WA Y N/A NIA N/A 6(60naw Y�0' •60.0. 8 B" N/A B//2- N/A N/A 8 f/1' N/A N/A WA )(mp) 12'-B" IW.4-IYIO S• N/A B• N/A 7" WA 7" N/A WA N/A 7 110PJ 1E5•T 6" N/A B WA 1' N/A 6 1/2' WA WA WA 7(BanDR) 1' N/A 6' WA Y WA Y WA WA WA ](BOITOLI) WA N/A I2'• rY• 12"• 12"• 12"• B'• I2•• e'• 8(1a"). WA WA IT' B' 12' e' 12' e' 12' 6" a(TOP) WA N/A 12'• LT"• IT"• 12'• 12'• e'• I2'. 6'• B(BOROYJ• WA WA IT' 6' I2' e' 12' B' 12' 6' B(WO ) N/A WA 11 • 12'• I1' 12"• W• e'• ,2'• 6"• g(Ia•)•. WA WA IT" B' 12' 6" IT" 6' 1 12' 6" 9(TOP) 12' A 1/2" 12' 12' 120 12' 12 B 112' f2• a IIT" 9(Wmu) g'' 7' 9' g' 9' 9' g• Y 1. g(90a ) g• WA g 1/2' WA 10" N/A B I/2" WA N/A WA TO(TOP) 7' N/A B' N/A 10" WA B' N/A N/A N/A 10(MP) B" N/A B' N/A 6' N/A 6" N% NIA N/A 10(BOnON) 1' N/A B' W 6' N/A 6' WA WA N/A 10 tooTaN) g• 11/1" N/A 1(/A N/A WA 9" A 1/2' g• 1 1/1" IIA(TOP) 9' I" WA N/A N/A WA 7" 7• 7' 7' !?A(!DP) g• ,0/2' WA N/A N/A N/A B' 1 1/2• 9' 1 1/1' 11(80Tmu) 5 A' NIA WA N/A NI Y Y 7• Y ,1(60Im J B' WA 6' N/A L. WA 6' NIA WA N/A IJ(MP) 6" N/A 6' IA B' N% B• N/A WA N/A IJ(Mo) B' NIA 8' WA B' N/A e' N/A WA I WA rJ(80770N) 1 NIA e' N/A 6" N/A 6" NIA N/A WA IJ(80TTOu ) •USE 6-OC FOR PANEL WiGHIS LARGER 7N4W 10'-0'AND USE/2"AS SNOWN aN SCHEDULE FAP PANELS LENGTHS EQUAL OR SNORTER MW 10•_0• ANCHORS LEGEND ..AI4I4UH ANCHOR SPACINGS ARE 9AUD FOR J I/2'EDGE DISTANCE FOR Ea LESS WN J 1/2'. ANCHp,P WE ANCHORREDUCE ANCAOR SPACWG BY YULMMIG SPACNG SHOWN ON SCHEDULE Or Mf FOLLOWING rACMRi (/ATE Nin.E0.FOR SOLIGSET ANCHORS 6 J7 SPACING FOR TINS p-MWN m BE PIASIBLE REOUC SPACING 09TMED USNO FACTOR SWLL NOT BE TAPCON(REGULAR OR S.C.)PANELUAIE OR PANEL-IE NAS J' L65 OLW YWluau SPACING INDICATED FOR EACH ANCHaR TYPE AT ANCHORS LEGEND E.D.a EDGE DISTANCE FACmR sacro SET J. ACTUAL E.D. IAPCON(REGULAR) Jr rAFCO/L PANELAOTE OR R1NEUdTE NAS SOU°SET J" - .86 .71 2 1/2' - .50 .10 1(1j11aty,r.F 71441' p• - .Ja - \GLG.Snt PL. IrLC</T o� 1/2• .J9 - - x,11,'��•'• EN"'... FLORIDA BUILDING CODE (Non Hrgh Veloclly Hurricane Zone) NO.44167 .20,7 mmm INC. 0.050" BERTHA ALUMINUM STORM PANEL La * * *e (2.00" DEEP) mm By. ' EASTERN METAL SUPPLY, INC °'/T°/" •• ,• L ECO IMC.AltiAIBB WEST RDAAS GRN[ aTE '•10v 19�� '`•,-K,ILII iIWT TESTING B ENGINEERING CONPANY` ftSr PAW f& FL W07 PHONE?(561)209-82&X 7.rNC(681)81/-1716 MWNG N. W71 06 ORIINNG No WELTER A R Jr.,P.E. FLORIDA 04I:e.AA167 SHEET 11 OF 17 I/r'o TARCOxs - •,' _ 1/4'0 TAPCONS W/1 1/2'N1N. ,. I/r'0 upcoms w/I r/T•NW. \, I THREADED PENETRATION W/1 1/2"MIN. 1/4'0 TAPCONS I1 TO EXISTING WOOD JNFFAOED PENETRATION \:�: THRE OED PENETRATION W/1 1/2'NW. HEADER.(SEE SCHEDULE) '�' r0 EXISITNC WOOD To EXLSTWG WOOD TIi I v:2 PENE7IWION RULE) ' �NEAOER(SEE SCHEDUL£) I• HEADER.(SEE SCHEDULE) /--T�EXL9TING WORD . t .j :. f HEADER.(SEE SCHEDULE) •JI. 1• ij . I 1 1.125 . ;., •� • �. 11 90D' .250' ,lye I hry :.�; D•i v IIi. Nat I tl j ' CanL ry^ WOOD HEADER i MOD HEADER WOOD HEADER 'WOOD HEADER i REQUIRED REQUIRED ._— REOU/FEO !REQUIRED I�.1'Min.SEPARATION ,a 1 TO CLASS - 1 TO GLASS y--r ® CLASS ; ; ro cssS OPTION it 6 I to ClaALTERNATIVE 3A I/4'0 7APCONS w/1 1/2'MIN. THREADED PENETRAndV h 'l, 'j I T" {-E� G3 ` dy rro READER. SC �u 'P'j / HEADER.(SEE SCHEDULE) h I' I,1 COM. 3S I Canf. -�• mrt'I i 1 (OPEN PoSIIION /1'0 TAPCONS N W/1 1/2""THREADED PENETRARON D M/OWID7H !Mina:IIj OF P Fr..(SEE 50"t LE) '12t I I SECTION®ANCHOR W WOOD HEADER , 1 EALTERNATIVE 3A : I � EAA.Sry/J2'WWC MY I�1/1'I TAPCONS "II SCREWSW/1 1/2Nin. 1/4"0 TAPCOVS TNREAOED PENETRATION _., ii W/1 1/2-Nin.THREADED -T--.PENETRATION 0 NIDW/DTHI O N/0 SCHEDULE) OF PLATE. I'Mn.SEPARATION (SEE SCHEDULE) + Of PLATE.(SEE SCHEDULE) I— SECHON®ANCHOR TO-20GLASJ/ ALTERNATIVE 2 I4'0-20 r J/4' S.BOLTS mc WN 7/B' LWwm DpE� ' !/J2- NUT 0 •% •`(}},, �) i I SCALE:I/2' I' I /2"0.G 1.1 -1 SE0 CLASS W .500' - ..• 3�.•'•-9` ' b I 5 Cant. SECTION @STUD Q ' WINC NUf 0 , ALTERNATIVE 0 12* .r 4 ^. .)La" mom .; I SCALE:I/2'=I. 1/, C TAPCON9 ".• ,./••••••• ORiDP,. • ;II: 1.12' ' I NOTE FOR COMBINATION OF SECTIONS w/1 1/2'Mi.THREADED +60ff;5'N4P GTP 1® S�,7 --�• 4-,• - PENETRATION 0 MIDWOTH RE7.WN CLOSED AT NON ysO��LI t�1 r�'� �• j it+ •--�,R� WALL MOUNTING SECTIONS CAN BE OF PLATE.(SEE SCHEDULE) HURRICANE CONDITIONS.COMBINED Lj11I ry COMBINED W ANY WAY TO SUIT ANY INSTALLATION r••i 7 FIE / ItLUNIUA UILDING CODE Non HI h Veloct �lurrfcane Zone) •Lrr 4- rE II L/GO^t ALTERNATIVE 3 it SCALE:1/2'" I' T2OT017 1Rg TNG 0.050" BERTHA ALUMINUM STORM PANELLC amuwm , NOTES: (2.00 DEEP) DRAWN Or.. ':I. — SECTION®STUD 1.INSrALLARONS ARE ONLY VALID FOR MAX.ASD.DESIGN PRESSURE RATIN O7/26/I) AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 I L E C O ewe" EASTERN METAL SUPPLY, INC �, ALTERNATIVE I 4aee w&sr GI4 r ORNE T.SEE ANCHOR SCHEDULE ON SHEETS I6&l7. TIWT TCSTINO d ENGINEERING COMPANY WEST PAW BTACM 2]3101 SCALE:1/2'.I' ee.-•-be,waW EWm6a n 71166 'HO'D (561)209-Bala,FAC(561)841-1716 17-097 ' J.FOR NEW WOOD FRAME CONSTRUCTION:.55 O 1IEQUAL. TO BE SOUTHERN oro::.;(.xisTe11_Ivo,re;LXA'e -ly, PINE Na.T,W/SPECIFIC DENSITY OF 0.33 OR EQUAL. EB-0006710 �aUc.HI67 e++e rc QIUWI•>'C Ab WALTER A TWT Jr.,P.E. P10 qpf /M SHEET 12 or 17 N / ROPoOA _ 1/40 UPCONS WOOD W" W000 TIMES OR RAFTER W/1 IA*un.THREADED O 74"O.C.REOU/RED O 24.a C REQUIRE— • , I�PENfnU110N ro DISWNG — - - �`. WOOD HEADM..(SEE SCHEDULE) ��; _ , 7 5_ '500• 0• �_-5g .�;:. I'j' r r•yl � `EO 1 EO1;11 w 1'r 4'e 1/B' I ! 2., I• �S Ary .I .Iw.16.0 r6) ' •Min.r� a"In. BE w/ � U' 'I/ib x!/4• (JJ 5/16'P r r/4b r J/4' .Z• c scREns ro IITW/eUBDEX EACH x1sr. BUILDI ` IMin...III�.. ,7EK SCREWSLATE SCREW ^ I IO 6'O.C. T". Cont. Ao7 MIO ym OiO6'O.C.WOOD REQUIRED j I I EXISTING NOW B Conf. (2•Min. uala& I HOOD MEAOFR I 1 r/4-r-7o. j ' I i M1' TNRFAOmW OM I JW/�4'SS 80175 ,FEOUIRm 1 �I'1Fn.SEPAR1110N I I NN 7/B• TO CLASS i I 1� PENf7RAnON WING IT O e- Oj OPnm or I ALTERNATIVE 5A ALTERNATIVE1ALTERNATIVE 6A ry SCALE:II• SCALE:1/2'-I' (LIMITED TO +60.0A-';6.0 p.s./. DESIGN LOAD " (LIMITED TO +60.0, -66.0 p.s.T. DESIGN LOAD i — AND UP TO 9'-0•Max. PANEL LENGTH) L� AND UP TO 9•-0"Max. PANEL LENGTH) r•Na. {I r/ 4I•P TAPCONs r ._ _ r= �-TOC SSS ....j._`. SEPARAWN W/ 1/T UW. I THREADED PENEIR4110N r ro EXISTING WOOD GI 1 {' HFAOER.(SEE SCNmfREJ ' I•Mur. I I 1•ufn. 3 7/8' ConL �." rSfPARA80N I I 1 t—SEP.IRATION d WING NUT O I r �- to GLASS i 1 10 CLAM EYERY SND lie iMin. I' SND 1I 1/44" 0 12•D.C. J ISBOLTS W/718 3132 . I 2 x 6 WOOD 112'D.C. j ' I I ; DECK REDID. I "WJ7 _� DExCIT REOG. I 7 TF W000 HEAOfR 1 Conf. I REDU/RED ,I REQUIRED,1: I14.O PANE, wasOPTIONt2 ' t�' was ORR Sa uxoNs A —� �� W/7'AW4 THREADED ALTERNATIVE 5A _ ` + PENETRATION o LOWIOTH or PLAIE TYP/OO.TDP& /oro 112" 5 .1/4 o WCONS ALTERNATIVE 8 � ,4'J V"A.TT144 (S�SED PIE)EM ON W/r EO PENS. SCALE:J/1'a I" I'P\•`��•"":•••I�C�� (SEESCa PENETRATION ' ALTERNATIVE 6 (SEE SCHEDULE) ALTERNATIVE 7 V ,rVF i SME.1/2'-1' 0 44 7/B•x!/u• I SCALE:1/2•-1• WING NU O ' EVMY SND 9 I 0/2'a O NOTES.- 2 OTES:2 X 6 WOOD Ct. r.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D.DESIGN PRESSURE RARNC ='�O•••. LL` 86� Q DECK REDO.- I AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT As NOTED) NOTE FOR COMBM4TlON OF SECTIONS: �,��•<pRf�A_ �I 2.SEE ANCHOR SCHEDULE ON SHEET 16&I7. WALL/rLOOR/CEUNG MOUNTING SECTIONS CAN Be sS/•..•..... G\�rA'A COMBINED IN ANY WAY TO SU?ANY INSTALLATION. •OMAL VI ON FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN r r Pwr No.$w/SPECIFIc DENSITY or 0.55 OR EDUAL. FLORIDA BUILDING CODE (Non High Velocity YHurrIcons Zone) _ 02017 MIEw./xc 0.050" BERTHA ALUMINUM STORM PANEL Lr MRFA4OED'!'E1N5E7RITION (2.00" DEEP) ORl/IWiN/WI7.//W41112 MIN. O EASTERN METAL SUPPLY, INCELC GIIE (SEE SCHEDULE) 4266 IYESI ROA05 ORM ALTERNATIVE 5 TWT TESTINO a ENGINEERING COMPANY WEST PAIY BFATJL TL JJA07 eA,as-. c,�rs.n aAlae PHONC(5611209-816.{FAY..(561)B41-1716 17-097 4sf.�Flw:(5ri)MA-1610.Em r�'�A.u n6l1111-IS]I _ ,G SCALE:I/2'-I' WALTER A EB-0006!19 TIUD Jr.,P.E m tabu RVr An MWW 11e.44167 SHEET IJ Of n WOOD TRUSSES OR RAFTER 114"0 LONG£LCO 0 24'0. C.REQUIRED—•,�. • PANEL MATES OR S.C. TAPCONS W/2"Mia. •fl, THREADED PENETRATION —^ /-TO EXISTING'WOOD (SEE SCHEDULE) — •-�'"t —.500' £f' `EO 1 h o ' 1 1 l 1 r'x 4" Ia C. j�' ` 7/6 0 x 3132" 4 F Min. {67163-76) �p c WING NUTS® '2'0. ! , Alum. TUBE W/ (3)5116'0 x 4' LAG SCREWS TO lTW/BU1L0EX I/ ( EACH JOIST. TEK SCREW t LOCATE SCREW I A Cont AT MIDWIDTH OF 61 6"O.C. I WOOD HEADER EXISTING WOOD I t" y { 1 I 1 I T i I i MEMBER(2"Min. REQUIRED 1 I NOMINAL WIDTH) I i I W/2"M'n. 1 I 1 F.T r 1 .` THREADED I*ma 1 1 !"Min. t k N PENETRATION. {—sERARAT r+ r —i SEPARATION w 1 TO aw i V y TO GLASS y H I I i J/JI" ALTERNATIVE t OA .w., tar 1 1 1 W/Aa NOt G SCALE: i/2"= T" ly EVERY STUD L", `. NOTES: / 4 (LIMITED TO +60.0, -6&0 p.s.L DESIGN LOAD 1 AND UP TO 9'-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING 1 I i c &PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I y 2. SEE ANCHOR SCHEDULE ON SHEET 16 & I7. r a 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE I 1 I SOUTHERN PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. WING NUT 0 EVERY STUD 1 .. 0 12'O. C. \t NOTE FOR COMBINATION OF SECTIONS: ktrHrrTII �x�' w i N I I ` WOOD DECK i 1 �`� TIL(�T✓^4 r --=-•II� 1 .—� —F T Cont. WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BEl REQUIRED 1 �Q•; \G �'••,o. �...i. (NO FINISH ` COMBINED IN ANY WAY TO SUIT ANY INSTALLADOFAI �^ --:1000"�•- ALLOWED) 4167 10 y MIN. r l 2"1 x 4"PLATE-1 i Cont. *t[� i REQUIRED 1.y, ' 1/4"0 TAPCONS — A"••..�jy�71(!� �Q/ ti 1 112 Min. '�' �;' ,�_�1'PAh(•.,` '" r+liy I THREADED PENETRATION �-y'� ••.C�SJ(»�1��" '` MJDWIDTH OF PLATE. , SEE SCHEDULE) 7urnrrrrl• 1/4'm 2.on. 02017 YXM=,Ian FLORIDA O 050" BER NACODE (Ron High ALUMINUM STORMGIPA ELtticaneLAone) ALTERNATIVE 9 ALTERNATIVE 10 REA0�2PENIETRA770N (SE£SCHEDULE) (2.00" DEEP) aRAxu on 07/ss/v SCALE: r/z'= 1• SCALE: Vz"= 1" EASTERN METAL SUPPLY, INC a„E �TI L E C-0,,,. .tee wEsr Raps sxnE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TLLT TESTING A ENGMEERIRG COMPANY 19ES7PAW CN.H LFIOT TIL IT TESTING 0a EN www yams n ANy rwoxr(561)209-8264FALUaE . Tssge+r-»10 17-097 .� Pmr.:pxinW�WU87T91m1At-rWl dv.b rvior GRAW/NG Nn WALTER A,MIT Jr.•P.E, as raw SNCR 14 Of F7 FLORIDA LSc.4{187 1 7/8•Min. _2' EXISTNG PENEM77DN 17 Min. F T" IX/SRNC Mm.� BPICX VEENER I/40.8 £LCD male PANELhL11E PLYHL ARON j Mm. I I�BPoCK VEENFF /4 0rB'fLCO mole PANELMATE NAS ANCHORS OR 114-0 TAPCONS I T qS ANCHORS I/{0 TAPCONS •^ - / (SEE SCHEDULE). • I' / ' %' (SEE SCHEDULE).OR SY\ 1Mp��I�•. WOODWOOD HEADER REQUIRED HEADER nu" REQUIRED - .500" ®cant. 250"ot ^�. I _ STEEL ANGLE LI AS APPUCABLE NIEL -STEELANGLELINTEL I w� AS APPLICABLE !� r•Min. F' I SEP TOGLASS ' + Z i� SEPARARON i TO CLASS I it OPTION 10 OPTION/2 ALTERNATIVE IIA ALTERNATIVE IIA II c NOTES.• 1 m 1. INSTALLATIONS ARE ONLY VAUD FOR MAX.ASD. DESIGN PRESSURE RATNG _EXISTING i & AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) r4• / BRICK SILL I i 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. 21 WOOD 3.FOR NEW WOOD'FRAME CONSTRUCTON WOOD MEA48ERS TO Be SOUTHERN PLATE PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I'bon. ''wP NOTE FOR COMBINATION OF SECRONS PENETRATION I WALL/I100R/CEILINC NOUNRNC SECRONS(:W BE I 4 -------- ^ j � COMB/NEO W ANY WAY TO SUR ANY WSTAUAnON. --T--- -A--- -3.500' I Z IXsnNc ;T \ ; 2',4'STUDS Conti O/6'O.C.Max.REO•D IX/SIING Nin. 1/2'PLYWOOD ''-EXISTING 1/40.B'ELCO mate PANELMATE I REDID(IYP)W/FASTENING BRICK SILL 1/4'0-20 r 3/4' NAS ANCHORS OR 1/17 V 4 J TO STUDS AS PER "SS BOCIS W/7/e'r SECRON 2304 OF THE (SEE SCHEDULE)TO EXISTING PLYWOOD.FLORIDA BUILDING CODE. 3/32•WHO NUT O 12'O.C ALTERNATIVE 11 BUILD—OUT INSTALLATION TILC�r' SCALE: T/2' I• I�'�` ;.. •• +/9^_ VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 p.s.T. FOR UP TO 21 d�167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78"PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.T., FOR PANEL LENGTHS GREATER NO. •i* 02017 neTEro,ave 0.050" BERTHA ALUMINUM STORM PANEL ca THAN 78"UP TO 108" (2.00" DEEP) aww an ° EASTERN METAL SUPPLY, INC 01x5/" INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS ° h9� ' �` �a RWT T'IL ENC EO o"awPUY ;.`��„�°R�] SSIONAL�' x".n s ws, ,wawa n.vu, P---(561,265-eT6.x FAr:(561)941-1716 17-097 !1!f�+I Lw p]1-tab.fn,(1a1jd11-Ivl _ EenL ff 9 oua DR/1144C No •• WAITER A.U.R M..P.E. do Issas FL OW. Uc.{AI6] � 9REEi+U 9i IT _ I/4'0 IAPCONS W/ 1 112"WE MRCIOED PENETRATION TO EXISTING _ W00D H&M. I/4'0-20 S S MACHINE (SEE SCHEOULEJ BOLT W/NUr&WASHER 012'0.C. / 4 2 WING N QQ I6 Cont 1• ,'EVERY SR/D 0 I2'0.C. WOOD HEWER `v . REWIRED I ' I N � I'Ar..SEPARATION 1 �-T I TO GLASS h I'Mn.SEPARATION TO cuss � U 2 1 I f/4'1-20 l J/4• SS BOLTS !/!'WING NUT 0 I I 12'6.L. 'It I I 12'0.C. 2•r4'WOOD 2 X 6 WOOD I PLATE Rf0'0. Yin. --DECK REO'U. 1 ' I 1.000' --- 11 C;;G 1 i 1/4a TA-CONS.. 114,0 0 1 SG TAPCONS OR 1/4'0 (3)OR©Cont. PANEL MATES W/FULL THREADED PEN TION TO I/Ib TAPCONS PLn$OD.(SEE SCNEDULEI W/11/2'AIAC EXISTING Min. 1/2'PLYWOOD L , "armED PENETRATION REDID(TVP)W/FASIENING (SEE SCNEOUw TO STUDS AS PER SEC77ON 2304 OF TRE ALTERNATIVE 13 RORILIA BNLDWG CODE. SGL£:1/2'.I' ALTERNATIVE 14 NOTES.' SCALE://2'a I' /.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE RATING IAL/0 FOR MAX. A.S.D. DES/GN PRESSURE RATING +50.0, —60.0 p.s.f. 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 THAN 78j,j4fvi'0,,; " J FOR PINE NNEW o.2,OW/SP CnC DENSITYCONSTRUC0.550OR EQUALS TO BE SOUTHERN It1l"" N(4��,✓�•e • N0.44167FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FDR cOYeINAnoN OF SECTIONS: * •' 12017 My=RIG 0.050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP) ORAITH Br. WAu MOUNTING SECTIONS CAN BE '§ EASTERN METAL SUPPLY, INC 07M2/7 COMBINED IN ANY WAY TO SUR ANY INSTALLATION. ��- I�A;r(��� 1 I L C'Cj Q IMC. `�7(J�A ��v\•,• TIWT TESTING h ENGINEERING COMPANY WEST AW NEST ROWS J]I07 17u Na:aw s.,sl.o0t Ialvu ulmG.>.n.AIM PHONC(581)209-8263,FM(!811841-1718 17-097 ••••••• OM".:tMO16N-IAO.rm.tOM1O71-TAI DRAWING NO EB-00(18719 WAITER A.DLLIT 4r.,P.E m 1JWS /f/I I.r ROM.Uc.14187 SHEET 13 Oi 17 tr_ e 3f W gS�p DEIGN PRES3EWN RATING AND CORRESPOND ANCHOR MCIM SCHEDW FOR WTALL4TION$ INTO WOOD "UW BUILX)INGS m2vc ALf7NNrmEs/tr a year PAE.w ALGA �$ARITYVII AW Ca9d�WW IEACMNa'(LJ �q� � �pme w �.�.. SGS .VPIRABf£Ta .��.�..� .�-.. p r��. 1Nial APNE55'URE) R[6UNP ALRWNfi'£S I R YA1iuUu A4RL A �'�� ALIEReYRVCS/tr 4ainaY RAX6 tOCR4 At9a2WtE>b Neap kGnG O.v-L rA,rcw vA�rts AAT CGY6Nr110N ItAGM t'fn.) r+Ras x� aaua wcaR °""�'a Nn rnmN,n6R rocrN a'OrJ lAR:ASK RRHIlNit— OF now _ w 00, = o r m 11' NIA NIA I(TOP) 12' NIA NIA I(IDP) 12' ..NIA NIA I(Top) N/A NIA 1 —.. NIA NIA l.�- 11' N/A N/A r(eQnav) Ix' (aoROM) /z' (6mRw) !Z' WA NAA 2(70P) 12• .. emp) 12" NIA NIA 1.. N/A N/A 2 (fOP) 9" NAA I4IA T(BORON) g• NIA NAA 2(BOR01f) 2" NIA NIA 2(oo m) g• NIA NIA 3A(10P) H' N/A WA ...m(TOP) 9' NIA NAA 34(HIP) g• N/A NAA J(WITUAt) g' NIA N/A 3(80RaM) 9` NIA NIA 1 3(BORON) 12' NIA NIA 4(TOP) 11' NIA NIA 1(TOP) I1" NIA NAA 4(/op) I1• N/A NAA -7-(BORON) 11' NAA NIA 4(BOROM) 1. NIA NIA 4(601701t)9' NAA NAA SA(IOP) 9' NIA NIA 54(NW) g" NAA NIA 54(70P) g• NIA NIA 5(BOTTOM) 5 1AA` NIA NIA 5(BUTTON) e` NAA NIA 5(BORON) g• N/A N/A B(BOTIOM) 8 1/1' NAA NIA8 j80ROM) 8' NIA NIA 6(80nDMj +10.0.-i0.0 8 7j2' NjA NAA 7(8077044) 8'�Q• +4D0L--/0.0 5' NIA NIA 7(80170M) 81-p t4 as-40. 0 5 112' NIA NIA 7(80110M) B'�• !£55 N/A 12' 11' 6(TOP) LESS LESS NIA 11' 12' 8(top)• IJ'-0'• +60.0.-60.0 NIA 1. 12• 8(7a°) LESS NIA I2' 12" 8(alorm) NIA I2'• iz'• 8(807n]M)• NIA fT" t1` 8(&(IRONY NfA f1' t2' 8(RIP) NIA 12'• 12'. 9(flop) N/A fT' f2` 9(TOP) 11' NIA NAA H(BO710M) f1' NAA NAA 9(BOTTOM) 12' NIA NAA 9(oomm) 6' NIA NIA IO(BORON) 5 1/1' NAA NAA to(80YTUM) d' N/A N/A t0(HOKUM) g• NAA 9' Ito(IOp) It NIA H" IIA(YUP) 9" NIA H' Ik(1pP) 4` N/A 4' II(8017MM) 4'•• N/A 4•rr II(80170AQ• 4'• NIA 4"• II(60YTOM) NAA 13(10p) 6' NAA N/A IJ(N?P) 6" WA NAA IJ(TA) 6' NAAN1A 13(BO1n7M) 5 1/7 NAA NIA 13(607TOM) 6" WA NIA I3,(BORON) 4• 4• 4• II(80170N) i•r. �..w �'.. l4(IOROM)r• 4'• 4'• 4'• 14(BOTTOM) • USE 6'OC SPACING FOR PANEL LENGYHS LARGER THAN IO'-0'AND USE 12'OC • N(UD ONLY FOR UP 10+50.0.-60.0 Pwl.MAX ASO.06/GN PRESSURE AS SHORN ON SCNEOULE FOR PANELS LENGTHS EQUAL OR 614GRIER THAN 10'-0' RAnNG NIM 78'Lor.PANEL.LENCRIS OR FOR UP TO+50.0-500 P-4 •• VALID ONLY FOR UP M 108"PANELS LENCTHS. RAX.ASA.DESIGN PRESSURE RAWC WITH 96'Mac PAfht LENGMS. y7tttlltllENA',y�p ('S FLORIDA BUILDING CODE (Non High Velocity Hurricane Tone) Rin 4416T o"17 muco ne 0.050" BERTHA ALUMINUM STORM PANEL r_a (2.00" DEEP) ^_ ORINN W. EASTERN METAL SUPPLY, INC UEf �n'• ............ •G 4268 NEST ROWS AW a4YEr Y�11w�.'� 117y TWT TESTING 8:ENGINEERING COMPANY NLST PALM BIAaL tt»3NA7 17_097 .....' \7 PHONE` 561 -81AE FAO(561 I-1718 r11 rte,l60.tt.,Y.FG MRMu arMNM n Isla ( )+� �4 Es-mallo HALTER A TWT Ar..P.E. m r6 6r9 NT/r Q. ' ^ nOWOA tie.44167 SNEEf 18 GT R ' L MAXldfUM A S D DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAAM B[m IN S MAr�y�Y We mpcc It 10 MDDO`XtIEN— MPUTAM7 w WDDO FA610HR5 .l•P1/G19(E ID ASD. .LLRR,wiMS/J AWC ASA°LLW.' A 650. �, � ACIrRN1IRII/Q —i t%M PRLSSDAE REGUTAR SOTNKOV °A'0116 AIM CYWltlNII/OA' V(HJ 6�P J Ham+ law pl; •w rouHviV �1.ON scwroav a9 ANr�o7lmawnov IB.Dn+1'(rt) vArvc fa•Ll U{CtlNS nwDr rz rvAs °s nreu rAxas vwr�wlr n s or Ts, 1 wm4ar nu II' N/A N/A i(/pp) 12' NIA N/A I(70P) 8012- N/A N/A 1 OW) 11' N/A NIA I(Burro.) 12' WA NIA I(BOTTOM) 9• WA N/A I(70nam) II' N/A N/A 2(TOP) 12' WA N/A 2(TOP) 9• WA NIA 2(TOP) 9' NIA N/A 2(GOTroM) 12' NIA N/A 2(BOTTOM) 9• N/A NIA 2(VOMN) g• NIA NIA m(7pp) 12' N/A N/A J4(TOP) (I• WA N/A JI((OPJ g• NIA NIA J(BOTTOM) 12' WA NIA J(BOrroM) 9' WA NIA J MGM) ll• NIA NIA {(TOP) 12• NIA NIA 4(70P) 9' NIA NIA 4(Top) N/A N/A {(BOTTOM) 11' N/A N/A 4(BOiTON) 9' N/A N/A {(80"W) 9' WA NIA 54(Wi 12 N/A NIA 51(w) B' WA WA m(7O^) WA NIA 5(807704) 4- NIA NIA 5(60rr0.) J. NIA NIA 5(BOTRW) J 1/2" NIA NIA 6(BOTTOM) { NIA NIA 6(BOrTOM) J" NIA NIA 6(BOTRHI) ♦60.0.-60.0• J 112' N A N/A 7 BOrM" 9'-0' .40.0,-40.0 J 1/2' NIA WA 7(BOTTOM) >B'-O' .90.0.-90.0 J' NIA NIA 7 BorRW / ( J OR UP ro BP ro up ro / I ( ) OR UP TO .60.0,-60.0 N A x60.0,-900 NIA 12" 6' 8(roP) LESS I 12"• B'• e(R1P)• 11'-6' .100.0.-170.0 N/A 12• 6' H(70P) LESS NIA 12" 6" B(BOTTOM) NIA 12' 6'• B(Boric.)• NIA 12' 6' B(BOTTOW NIA 12' 6' 9(Top) NIA 12" 6" 9(rap) L`•/A 13' 6" 9(TOP) NIA 9(BOrTO.M) 12' N/A NIA 9(BOTTOM) 9• WA NIA 9(8Ott6M) J I/2' N/A N/A 10(BOnOM) 4' NIA N/A 10(BOTTOM) J. WA NIA IO(SOMW) 9' N/A 9' IIA(TOP) 12' N/A 10 I/2" 1 t(TOP) 5" NIA 6' IFA(IOP) NIA N/A N/A 11(BOTTOM) 4'•• NIA 4'•• I1(SOTIVA1)•• N/A N/A NIA 11(BOrroM) 6' N/A N/A IJ(mP) 12' N/A N/A IJ(TOP) 6' N/A N/A IJ(wp) J 1/2' N/A N/A !J(vanum) 4" N/A N/A IJ(BOrroM) J' NIA NIA IJ.(B0r10.) N/A N/A N/A 14(BOTTOM) 4... 4'•• 4-1- 14(BOTTOM)•• NIA WA NIA 14(BOTTOM) • USE 6.OC SPACING FOR PANEL LENGTHS LARGER MAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOLAL OR SHORTER THAN IO'-O' •1 VAUD ONLY FOR UP TO.50.0•-50.0 p.6.L MAX.ASO.0£S(GN PRESSURE RARNG WITH 108'MDA.PANEL LENGTHS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) o.441 02017 otlrCo,IHC 0.050" BERTHA ALUMINUM STORM PANEL L.c F (2.00•' DEEP) DRAWN ery °' IL EC O�Ne. EASTERN METAL SUPPLY, INC ;" 42M WEST ROWS ow . TILUT TESTING h ENGINEERING GONPANV WEST PAI.B610W 2 JNO7 11 ��V 4 ry x wpnu 9RaWR3.n Spee w PHONr'(561)209-626.4 1A.0(561)641-1716 f7-097 V N A pMy (jpyb A-00.71:ap6jEn-1311 OyAL EB-0008718 DRIWWG No ...... WILTER A 711117 Jr.,P.E. m 1!"._ AaR f4GWM Uc.1st 07 6XEEI 17 O7 17