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7/22/2019 Florida Building Code Online .. BCIS Home Log In User Registration Hot Topics Submit Surcharge ItStats&Facts ' Publications ; Contact Us BCIS Site Map, Links Search Florida __ j i'' Product Approval M —- USER:Public User da Pz.�xn, Product Approval Menu>Product or Application Search>9pplica ikon Lissy. tail FL# FL11964-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 I rod ri g u ez@ easte rn m eta I.co m Authorized Signature Bill Feeley lrodriguez@easternmetal.com I Technical Representative Address/Phone/Email i Quality Assurance Representative Address/Phone/Email Category fSh!uttersSubcategory anels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer -') Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 i Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF i Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 I , I Equivalence of Product Standards Certified By I Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 1/2 7/22/2019 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 I ' FL Model,Number or Name I Description 19 4.1 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. .its of Use Installation Instructions Approved for use in HVHZ: No FL11964 R4 fI EASTERN METAL SUPPLY, INC. DRAWING 17- Approved for use outside HVHZ:Yes 097 0.050 BERTHA ALUMINUM STORM PANEL.PDF I Impact Resistant:Yes ! Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A I Created by Independent Third Party: Yes Other:Large missile. Max.span is 13'-0"for+30, -30 p.s.f. Evaluation Reports ASO 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 11964.2 t24.Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to l (2 inch)- Drawing number 17- 1provide hurricane protection. I 'Limits of Use i 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 I Created by Independent Third Party:Yes Other:Large Missile. Max. span is 9'-10"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 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- I Installation drawings for other spans and pressures. 1 089 PRODUCT OF EVALUATION REPORT.PDF i ; Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Cop-yright 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 dick here. Product Approval Accepts: ® ® eCheik M Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fQg%3d%3d 2/2 smeeel.�ntFs: I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE 2017 (filh EDITION) Of THE FLORIDA BUILDING CODE.THIS STORM PANEL SHALL 11(4I BE INSTALLED AT B,1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE, ELCO NAS. - HIGH VELOCITY HURRICANE ZONES (6I)AMI-DARE /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, B.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=0.65.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. 8.3) 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.Q.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 Na 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. (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 1BB6-02, E 1996-02 AND ASTM E-330.STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPED(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 6.2.1.1 AND 6.2.1.2 OF ASTM E 1996-02. (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A&4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-1-132 OR 3004-H34 ALLOY. 8. IT SHALL.BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S,LiALL HE ALUMINUM ASSOrION 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 4 STUDDED PLATE AND aJ 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 CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL SECTION 2411.3.3.4. LENGTH. ' 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR 0115I 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (0)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 LIFE SAFET`(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/ BUILDEX. 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. (c) 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 TVAS 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 A2)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"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR (�) THIS P.E.D. SHALL THAT PREPARED IT. 6FAR 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 I1. 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 17099.2 OF THE FLORIDA BUILDING CODE. (8) 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/ BUILDEX. !FlJeltn/4,.�� -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. ��LA TJ��e THIS DRAWING SHALL ONLY BE USED TO 0-1/4" • 3/4"SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT& SPECIALTY COMPANY. yyf'1� 1. OBTAIN PERMITS IN THE STATE OF FLORIDA A,IyI s,� �\rV E1,,tt�� j 8 " ✓�% T NO.44167 s FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 ncrEm,1Ha 0.050" BERTHA ALUMINUM STORM PANEL t.a STATE pF o� (2.00" DEEP) DRAWN BY.. EASTERN METAL SUPPLY, INC °'am/' 426E'Y/f5T RDE05 DAA$ TILLIT TESTING&ENG1NEEe1NO COMPANY WEST PALM BEACH,FL 33407 '�_097 /// elf!kn.]OM.Se,see.lof.NR v4'ueoEHs,rt]ales PHOHr•(561)209-82&X FAX..(561f611-1716 Pron:(JOf)eil-f410.Fm:(»IAFI-15f1 Kv,w ,ncmneM n rt'f.,w uvumi e n DRAIW O ma EB-0006719 19-d1 °f�1 WALTER A.T611T Jr..P.E. SHELF T OF 17 FLORIDA IJc.4416] I IF i4./O/'(TOTAL ItIOTH) B.15!"(rornL 1wvrH) 11 � 12.000"(EFFECTIVE WIDTH) I 6.000"(EFFECTIVE WIDTH) 7.070"-1-y �•!70" i.070"--r ,> 1.07p' d.B80"---t f I-�-r 170" bCe X7,tf7)� ASD DESIGN P�SS7JRF Re77hrr (a off 1I I"I j : ©•®AS APPLIG4BL �y p,BOO" (7YP.I �4©.&AS APPU.E& , �11 BFM0.NDING'3LAXlMW P NL'L H'N TII y" sr�vFnCn F y i o o ' o �� o `-0.250" N OT o 0.250' N 1 2.020' - -I 2.020"=- --r ory� T P ET AT BOTH PANELS RATALM A7'LEgST 12.D2o"{- MMS W F O TNElft Il✓ONE ENDS FULL PANEL W1 HEMMED EDGES HALF PANEL Wf HEMMED EDGES m®®®®®@® TTm om OR DDWCT MOLUP D qk 00(g OR.0* Ami uA1 14.375"(TOIL W1DTH �._� __ A•ArluuN 8.425" TOTAL WIDTH A.so.OEsrcN uP,.PANEL LENGTH l2.000" EfFfCTllr WIDTH) ( ) ASD.DESIGNrRATI uP+.AI/IEt LCNcnT ( )--�'�'I 6.00p fEFFECTIV£ WIDTH) PR RATING L(N.) PRESSURE RATING L 1NJ 1.070 j 'I�- .170•' 1.D70"---{ I .0.a.- (P.,_ ®.®AS AP LI 411C-, ( �/LOr„�O"ffYPJri®•ZA +30.0. -30.0 13'-O' +30.0. -30.0 IX-0" AS APPLE y frrP) y, +35.0 -35.p 12'-8' +.15,0, -35.0 12'-0" o 4 +40.0. -40.D' N o ,y 12'-4' +40.0, -40,0 11•-•7^ o {_ o .- 'T +45.0, - .0 12'-O" +45.0. -45.0 IO'-0" -�2 r --�2.020" -"i 2.020"�- TIONAL FULL PANEL W O HEMMED EDGE OPTIONAL HALF PANEL W/0 HEMMED EDGES 450.0. -50.0 I I'-0' +50.0, -50.0 9_p•• +550, -55.0 10'-0' +55.0, -55.0 8'-2" (� STORM PANE Sf.4LE: 114' 1' +60.0. -60.0 9'-a" +60.0, -60.0 7'-6" +70.0, -10.0 8'-0' +70.0, -70.0 6'-5" I Max.�CONCRETE ANCHORS(SEE SCHEDULE)--}3"�, +80.0, -80.0 7'-0' +60.0. -80.0 5'-B" t Min. I MPx, I t ^• +90.0. -90.0 6'-3" +90.0, -90.0 5'-0` T- - - r- o 0 I � i 1---T 1 I I I 71 -T I -_i. 490.0, -)DO.0 5'-1 +90.01 -I00.0 •5:-0• +90.Q -110.0 j O V +90.0, -120.0 4'-B' +90.0, -120.0 4'-9" V. H +90.0, -130.0 4'-0" +90.01 -130.0 4'-4 I-' k NOTE, A 2 MAX.A.S.D. DESIGN PRESSURE RA77NG&I.IAXIMUM /� Ly PANEL LENGTH FOR INTERNALLY REMO✓A84E PANELS AS PER W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS $ +50.0. - 50.0 P.S.I. W/88"MAX. PANEL d LENGTH. AUX.A.S.D. DESIGN PRESSURE RATINGPANEL &AyXlMUAf TH FOR Ar0UN71NG AS PER ALTERNA7IVEE',�g11 AND 14 " LrtttAl/DY/N4rsi ss +O NSHaT.04P•S.NF15�B t Me�EPANEL Y.RE Y - CONCRETE ANCHORS(SEE SCHEDULE) 3"-? �11r1'�4¢l T, 71141 (/j� :. LENGTH. i.N• r I` AND+5p.0, -50.0 P-f.. FOR UP TO 108"PANEL A/.. STORM PANEL 1MA%. �J,v°`0P�'''1C ErJs '••LY'P'� TYPICAL ELEVATION ,e� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 s ©P017 M7EC°,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.c -1/4"Max. GAP 1/4"M°x. OAP--1 ; �}t '✓k (2.b0" DEEP) DRAW By. �• •4,�� �Nc, EASTERN METAL SUPPLY, INC °'DAB" /Jy1� �1 42sB rvEsr ROaos aRVE !-;:, •',C'��1 TILUT TESTING k ENGINEERING COMPANY WE5r PAW BEACR,2 3J107 T O Y R�.v N.F.Jb•n.St.51e,2M,NRCXN CNroLNS,0.])16p PHONE L5B7 209-826J,FAX; 581 84I-17I6 1?-097 L )SECTION A-A S/DEAL�� , PnweB)1--00.71:t]U9871-15)1 D R No EB-0006719 _N.7 S. - „ WAVER A TILLR Jr..P:E. Pt0 t!-aa FLORIGA Lic.{A167 6NEET 2 OT 17 0.0I0 OP.X O.OIO R. —'-1 2J69' 1/4'0 20 S.S.MACHINE \ C • BOLT W/NIT 8 WASHER „ M1f1J pl,• � � ro en: IpM1 �i A -Z h � �� I �•a- 4 k'. ..n,•-� 66• _'i 4 _ a?gyp �• , `§>= a. .re,' .091" ti. ,' N 6Q/ • ronL .wx �Je 3. p1_ p I , 09 Pa6O' I III IL�--zaro • {{{------ a0'ate+• �' HEA --2A6,:j\ 1 i l.mP'.-.a--.• - 6 s u ssLr.JAr•.r 03 3' Mor. "U BUI n 0L7T 3A OPTIONAL J' Max. " 'al//LD OUT H AD i7 4 'U' HEADER 50 J' MAX, ANGL_F OWLD OUT BRACKET snuE:p/e•.r• swE:'A'.1• SCALE:ye'.I' SCALE:ye'.1' Js°•-I 09J' �� RNptEooro ANCe A--J, 5.S.STUB • srwroA,W E — LTRONS. � I LC0'LaGn0,9egg AETERIL1n: : RBFIL I B IS2 I LEG LOCATION ' J_,—•Lam "%. .._.__._ ,�'l.-_p.�•— P• f0 MINI WALL 1 75 r0 M" 70 REVERSED F"ANGLE TRACK ® 'F' TRACK ANGLE Q9 STUDDEDANGLE WITH STUD 11 2°r5'(MAX„)x 1/8" Scree•.r/'-r• sear:ye•.r Nx,-n Anm.Aum seuE I/J•_1• _ ANGLE WITH STUD o a .22.5 l,.a_00 .a7 05 B°SE Es S I _LJn Z--- .957' STUD RAFTED rO .666' PIAIE • 750O 1T'QG 0650' 2760.etJ'\-0.750' w `O.J.15' .093. yt9' iTP. (OPT/ON 1) SMALL KEY HOLE (OPTION 2) e61=Min. .085' 171L- J09 +'Il peEpEpET �/rJ swr:!/e•_r• scut:!/e•_r• 12A ROUND HOLE AT PANEL 'J79 5e9 1 '`"T) l�r 12 KEY HOLE AT PANEL 1© KEY HOLE WASHER )86" L°!-Nr31 A4m.Au0r ®,STUDDED Pam : \\ .S'f y 6Lwr:)�, I• ',Lti,- No.44167 � ' I�_.___y�._ 1 � I I ••f - rrrn....l °e!•� —I! FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 16 .O. ANGLE 15 SNAP CAP O B=ILE•p/,._I- —j aeon mTEco,INe 0.050" BERTHA ALUMINUM STORM PANEL L.C. 06J a�0 (2.00" DEEP) O.RAWN BY. sue!ie•_r- DETAIL 1: sTuo w/WING NUT T 07126/t7 IIL EASTERN METAL SUPPLY, INC BATE. COMPONENTS 426e WEST RQ405 BR 4 TILIJT TESTING 6:EN0INEEflINO COMPANY WEST PAL-BEACH,X. JJ,07 17-097 esse M.W.Jmn.5L.as]Ps.xP6HaGNt°pR,n.!)Iee PHONE:(58/)209-B26J,LAX.(58I)811-1716 PMn.:tsw)eT1-Ilse.Tae:tsmlen-r6sr E6-0(106719 roe useva bte BRIWlNG No WALTER A. E.TILLIT Jr.,P. ae r!-ou FLORIDA lie.Aa167' / SNEE7 7 Or 17 Con1, POURED CONCRETE OR �� CONCRETE ANCHORS CONCRETE BLOCK WALL CON7, CONCRETE ANCHORS � Afox REQUIRED ) (OPEN POMBON+ (SEE SCHEDULE) ♦ ) CONCRETE'ANCHORS (SEE SCHEDULE) \\ __\ 1•Min (SEE SCHEDULE) 1.000r �� - _� 3 Ccnt. __ .500" ,250' CONCRETE ANCHORS .500' I� \ I Mex (SEE SCHEDULE •i FOR SPACING) \` fA. i i POURED F.A \\ POURER E•D I 1 POURED I I CONCRCTE ` CONCRETE i i REOU/RE0 ` i REQUIRCONCRETE ED REQUIRED \ I 2 \\, \\ \ i Conf. \\ ♦♦ ♦ i I H \\. \' I I � E.D. II �i'Min.SEPARA TOM I � h —{f Min.SfPRRATtON y� I TO CL 455 I \•,\ ��\\\� TO fwSS v Ci i I JI b I'Min.SEPARATION I I W c TO cross I � 1y i .OPION 1BOLTS /B 1"Min.SEPARATION i CONCRETE ANCHORS SECTION 3A awr. TO fw55 i `. 1/4.0-20 r J/4' 1 (SEE SCHEDULE) IJ/Jr WINO.NUT o PC one. N T~ CONCRETE £O •i OR CONCRETE i 1 C � ,, POURED ED. \ B BLOCK WALL i !�/� %i/ i CONCRETE \ 1 i REQUIRED r_,.L.. i i I 1 REOU!(7E0 17i 1 POURFD� CONCRETE / I 1 CONCRETE \ `.�\ iyWi CONCRETE ANCHORS/ j '- I OR CONCRETE I (SEE SCHEDULE)OR % CRETE BLOCK BLOCKNWAL! I REQUIRED WALL E0. r i i /, COME REQUIRED 0 E 1'MJn.SEPARADON i E— ID CLASS - I (OPEN POS710N r) __1_ -� sszs" � a SECTION ® ANCHOR 1.125"! 7 / /I CONCRETE ANCHORS CONCRETE ANCHORS) j 150" (SEE SCHEDULE) / B C.M. OPTION/2 � ' (SEE SCHEDULE) M4x. , SECTION 3A � � 9 fnnf. WALL MOUNTING INSTALLATION _ SECTION ®ANCHOR SCALE: 1/1• i 5•BOCn Iv�7491 SECTION 2 % / %/;/a/az"Wwc�m® j WfNr x /a1" 12"0 L I WMG NUr POURS j i I '®E4.STUD CONCRETE 1 OR CONCRETE ,/ ' ' POURED CONCRETE OR LL 1 N BLOCK WALL 1 CONCRETE BLOCX WA / I •X I /,( REQUIRED E.D. I I REOU/A£D 011- l / COM. CONCRETE �+ E. D. m EDGE DISTANCE / E.D. OR CONCRETE H1Nr NUT®1• C7 (SCE SCHEDULE ON 5 (-ent. i BLOCK WALL i EVERr STUD 4 2 SHEETS 9& 10& 11) (SEE SCHEDULE)RS�/ i SECTION ® STUD (OPEN P°�DH+) RfOUIRED ® 12'O.C. c� ' W TYP. TOP/BOTTOM i WALL MOUNTING INSTALLATION 1.1Y5• I B- !,i°E` 4 -r S L T 0 +NOTE:SNAP CAP( r SECTION 4 IIt',t� REMAIN CLOSED AT N N I \ HURRICANE CONDITIONS SCALE: 1/1•- t' 9Con1. NOTE FOR COMBINATION OF SECTIONS: I tt���. �,[pL� SECTION ®STUD WALL MOLINHNG SECTIONS CAN BE V\I,I vl1,PV1YJ WALL MOUNTING INSTALLATION COMBINED IN ANY WAY TO SUIT All INSTALLATION. ; No.44167 FLORIDA BUILDING CODE (Non High Veloeity Hurricane Zone) 02017 RLTE00,INC. 0.050" BERTHA ALUMINUM STORM PANEL La. SCALE: 1/2" (2.00" DEEP) DRAWN By. SECTION f 7 T D,�6/„ NOTE-DETAIL OF.SECTION®STUD VAUD ALSO FOR +T ""--� :' EASTERN METAL SUPPLY, INC D4,1 WALL MOUNTING INSTALLATION-SECTION 2(TOP lla iIN E C O INC. 4168 WEST ROADS DAME TIWT TESTING k ENGINEERING COMPANY WEST209-BFACN,fL•661)8 17_097 PHONE.(S6i)109-816J,FAIN($C7)81/-/776 •,•^ 6t5,N.W.J6W.iti.51..b!:NRGNN 4M1'mfY15.D. Ids IJ "'L ')�TEB-0006719(Tos)en-1e11 �,-wo oomrax oan u+-e, yn OR497IJC Na '* •• ^ WALTfR RORIOA A.11LLR Jr..P.E. d6 IS-d4 ITa/r SHEET 4 OF 17 fie.A4167 SOLID SET SET OR£LCO mole PANCLM47C OR S.O. WCONS WING NUJ`O CONCRETE ANCHORS £EERY STUD (SEC SCHEDULE) \ CONCRETE ANCHORS F.O' O®OR® W/I/4 C—?0 SIDEWALK BOLT OR® \\ f ®12'O.C. I Mirt CONCRETE ANCHORS ) OR W IJ w 1 4 C-20 TRUSSHFAD BOLT+ ♦ AT PANfLMATES Cant. E.D. (SEC SCHEDULE E O ® ® /O // OR S.C. TAPCONS r ro>; (SEE SCHEDULE) ♦ I— ry \1 ,L (SEE SCHEDULE FOR SPgC7NC) --1 \ PoURCD CONCRETE I I = I POURED CONCRETE 1� REOU/Rf0 1- j �.'�• -.�.q' REQUIRED E0. I E0. ,\ r 1 I ` POURED w i I \�,`.\ \\-\ ,i t \`\ \\♦ ,� \:\♦ r•.�RI\�\ \.V � � ♦\ CONCRETE I `\ `T 1 ♦ \ I .-- T POURED REQUIRED \ + i i CONCRETE 4) IALT£RNATE I I —_ OR CONCRETE w �•, \ \\'• \\ 1 h S :LEG LOCAPONBLOCK WA i REQUIRED LL `\ I i I i I 4 Cont. coot. j i \ I ej 1/4'a-20 r Jf4' 1 i 80LTS�7/e W I CI I I x J/JZ WINC NU I - I yi O iT•O.F 1 I 1 1 CONCRETE ANCHORS OPTION/1 (SEE SCHEDULE) SECTION SA H I i m R, V o con}. � I'Min.SEPARATfON i'Min.SEPARATION L TO GL455 I 7'Min.SEPARATION 0 I i I TO GLASS I w POURED � � i I 1 TO CLASS i a CONLRE7£'. I 3 REQUIRED`� I In I W 7/8'r NUJT/J®2' WINGW/IN4G'.US2T 0 EVERY STUD '/S B0 O rL TS IIIi I 1 3kII / 0 12'O.C. 3/32' O POURED CONCRETE OR CONCRETE 12. NC.or 7175' Y1 I'I T Cnnf. 1 BLOCK WALL w i W REQUIRED I a OPTION f2 $°, I/1• / r- '—!' PoURED CONLREIE POURED CONCRETE I I f )✓7 SECTION SA REOWRfO I / REQUIRED / CONCRETE ANCHORS E.D. CONCRETE ANCHORS SOLID SET OR ELCO mole PANELMATE OR SG. TAPCONS (SEE SCHEDULE) (SEE SCHEDULE) i f.D. n l©OR® W/1/4 u-20 SIDEWALK BOLT OR 19---/ ®OR�W/7J IY/7/4'0-20 IRUSSHFAO BOLT+ + _CEILING & FLOOR MOUNT NG (SEE SCHEDULE FOR SPAGNG) CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING /NSTALLAT/ON (D M) �I•M'70 GLASS -INSTALLATIONnON 1NSTALLATION — SECTION 6 INSTALLATION — SECTION 7 SECTION 8 SCALE: 1/2'_ 1 i 7/8"r J/J2' SCALE: 1/2•—1' I WING NU}0 SCALE 1/2•= 1" EVERY STUD 9 1 0 12'O.C. CcM. T 7.125- I 'POURED CONCRETE T-l / LfI,L I f.O. m EDGE DISTANCE J \ REQUIRED (SEE SCHEDULE ON ]]I Pam' '•• CONCRETE ANCHORS/" E.IT / SHEENS 9&10. 11) (SEE SCHEDULE) :• IYO.HY161 •• a - FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ¢1 02017 MTECO,INc 0.050" BERTHA ALUMINUM STORM PANEL I.D. M07E FOR COMBINATION OF SEC77ONS: (2.00" DEEP) DRAWN BY... BUILD—OUT & FLOOR MOUNTING WALI/FLOOR/CEILING MOUNTING SEC77ONS CAN BE 07/26/I7 INSTALLATION — SECTION S - COMBINED!N ANY WAY TO SUIT ANY INSTALLATION. �J •/� /_�I.P.�'��I`A''• '�, E C O�Ne. EASTERN METAL SUPPLY, INC ate. ♦ ••............ ...... Cy 11 4268 WEST RC14D DRIVE TICC,,I •" TILLR TESTING @ ENGINEERING COMPANY WESr PAW BEACH,TL.J3407 SCALE 1/2•- 1• uul�N�y • av]N.M.J—]L,B..JJ9, ,A a]R9Ob..]]le9 PHONE:(561)709-826J.FAX:(561)841-17I6 I7-097 Flmne:(Ja5)9)1-19]0.iaz:7J0.S)BTI-19]Inou yn pplpllel wn DRAWING No ................. .•••• I Ee-0006718 'HALTER A T1LL1T Jr.,P.E. m I]... ✓/x/r >� SHEET 5 Or 17 FLORIDA Lie.441. CONCRETE ANCHORS. \ SOLID SET OR ELCO mole PANEI MATE OR S.G. SEE SCHEDULE) E. D.G. TAPCONS �`� \,\ 0 i2 OR 12A W/1/4"0-20 SIDEWALK BOLT OR ® POURED `� ♦.� _-7/8'm x 3/32" CONCRETE I I ©OR 91411 13 W/1/40-20 TRUSSHEAD BOLT •1 -!/ WING NUTS ® 12"O.C. REQUIRED ED. \ (SEE SCHEDULE FOR SPACING) AT PA14ELMATES OR • f'- S.G. TAPCONS \ �•\�`.♦\ I♦ \ `: IN, L--ceC I I I I I I I I I I I I i I I ••\ I I I I POURED CONCRETE-----•� \ '� I , I I I I E.REQUIRED I I _ ...� 0. = EDGE DISTANCE (SEE SCHEDULE ON ♦ •\j i I j I h SHEETS 9 & 10 & 11) I I y I 1 I 4i I"Min. SEPARATION I i 2 NOTE FOR COMBINATION OF SECTIONS TO GLASS I"Min. SEPARATION ' ' w I I W WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE W TO GLASS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. � � i y I I `, 1 I I W 2 J SIDE WALK BOLTS ARE 3/4 Ox3/32"TH(CK 2 HEAD MACHINE SCREW WILENGTH L. AS PER NOTES A.2 & B.2 SHEET 1 I J 7/8"0 x 3/32" ( ) W WING NUT®— I 1 + + ' I 2 EVERY STUD x TRUSS HEAD BOLTS ARE 1/20x1/8THICK 1 8 7/ "0 x 3/32" I 4 ® 12"0. C. HEAD MACHINE SCREW WJLENGTH I i I PIING NUT®— AS PER NOTES A.2 & B.2. (SHEET 1) I I I k � � I t EVERY STUD 11 I i` i I @ 12"0. C. I I i 11 I I I 1 I I 1 j Cont. I I I O k ALTERNATE LEG I 1 h o POURED / I I LOCATION `�! CONCRETE) OR CONCRETE BLOCK WALL REQUIRED L—_`---- i j h X. LPOURED -r--- ry$ CONCRETE I JEDGE OF j REQUIRED ). j' SLAB IF CONCRETE ANCHORS' CONCRETE ANCHORS-J APPLICABLE (SEE SCHEDULE) '/ % `1D (SEE SCHEDULE) ED. i Cont. CEILING & FLO-RF`M UNT/NG INSTALLATION T�/T� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL MOUNTING INSTALLATION No 44167 DTD»nuE%INc 0.050" BERTHA ALUMINUM STORM PANEL SECTION 9 � � � �� ; (2.00" DEEP) DRA6'N er. ' IL E C 0.... EASTERN METAL SUPPLY, INC °'a'Tf7 StittdT69 1¢E5T Rd105 DRIVE' .SCAt F 1 2' = 1" '• '� S� T1LLIT TESTING h ENCINEERINC COMPANY 1 PAL 826.1, ,R.JJd07 / �'�'`�� 41 e]!3 N.W.]eth 6L,ale.JOS.MPCNu 9�6ofHs,rt!)ite PHONE•(561)109-B76Y,FAX.. (561)94I-1716 17-097 S/ YiALTER -DO0 779.,P.E. yJ IJ_� nyt m °Oma ORiW ND No //6r ' FLDRIDA L:e.44167 SHEET 6 DE t7 l a a a A a EXISTING ------------ ' �- FJ(IS71NG 1 1 4"MTN. \BRICK VZENER i 'BRICK VEENER PENETRATION TO '�'r / / '�' U MAY i /J M4K•� CONCRETE BLOCK &7'ro CONCRETE /%/: % �� CONCRETE / /r -_--" '__' 3 cone. ...,mot_ L- Cont. ° _____�_____a 1/4 a+B'EL rn more 1_EXISirNG POURED CONCRETE I li; l PANELMArE P/AS ANCHORS OR 1/4'0 STEEL ANGLE LINTEL I I POURED CONCRETE \��. I/4 Ox8'ELCO male _EXISTING Q Q OR CONCRETE BLOCK) `iA➢CONS OR 1/4'P ELCO MAlE AS APPUCABLE, I i y �PANELMATE TM ANCHORS OR I/4'0 SIEEr.ANGLE LINTEL n-U W'ALI CONCRETE OUIRED TAr4OM O SEE SCHEDULE FOR SPgCENC. I OR CONCRETE BLOCK \ TAPCONS OR 1/4'0 ELCO MALE AS APPLICABLE c H ( ) i I O WALL REQUIRED `I PANELMATES(SEE SCHEDULE FOR SPACING). t 2 I o_ Tm if SECTION I iA OPT=i2 SECT/ON 1 fA I'Min. SEPARATION i F"---�� TO CLASS I x V EXISTING rBRICK SILL SS.BOLTS W/7/810r I / J/J2"NTNC NUT© } 12,O.C. //,; ,•�' a° E. D. EDGE DISTANCE 7 1/<' IN. / / o/ / I ++ j PfNE1RADON TO Wr // / EXISTING �• } NFADSIDE W✓CH NE SCREW OLTS ARt W/LfNc/irJ11HfCK i CONCRETE BLOCK I / /' i i NOTE FOR COMBINATION OF SEC710NS: AS PER NOTES A2&8.2(SHEET I) 6 2-TO CONCRETE i APPLICABLE i ---L-i - i WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HfAO BOLTS ARE I/?Cr1/BIN/CK I , / COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. S P MACHINE SCREW W (SH AS PER NOTES A2&8.2(SHEET 1) - _____ !_! I LEXISTING I / 1 / I I 2" J 1/2'---1 CanL IA)/OI/F/stss>.:ex, MaY. Mox. 1431(T BRICK —a--�i� VEENER ,}}}}�� '��GENS ••!.``�P FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) POURED CONCRETE, T/(c:B-EI CO mete `° OR CONCRETE BLOCK PANELMATE TVAS ANCHORS OR 1/4-0 a .• No 41.67 3 m20n Tu1Eco.Avc 0.050" BERTHA ALUMINUM STORM PANEL L.C. WALL REQUIRED TAPCONS OR 14'0 ELCO MILE PANELLWTES(SEE SCHEDULE FOR SPACING). a �.t ,� • (2.00'• DEEP) 0712W 17 ? d EASTERN METAL SUPPLY, INC °'/a4;f1' BUILD OUT INSTALLAT/ON w }� I L E C O�Ne. 4aBB NEST ROADS DRNE i IC' 111 1ILUT TESTING k ENGINEERING COMPANY N25T.PALM 8FACH.FL.M407 )7-�97 SECTION / - C Cad Gs!..x.Jelti st..ne Joe NxGN w oexs n.'I'll PHONE, (581)209-826J,FAY:(561)841-1716 PM..L]45MT1-IS]e,Tar:(JOS)sil-1.1 M,.xe rt 1911d rt - )PAWIND N. S/DP�ALE� EB-0006718 �Is�s "r "' SCALE:3/8'- I' WALTER A.TIUJT Jr. P.E. SHEET 6A OF 1) " FLORI,A Lie.441�67 ADJACENT INTERIORLY ADJACENT 1/4"0 TAPCONS PANEL—N i--REMO✓ABLE ,--PANEL CONCRETE ANCHORS -iI E 6'O. C. W/1 1/2'Min. 7HRE40£D STORM PANEL AT 6'O.C. HEADS ATION TO EX/STING WOOD I % f/4'•Afar. GAP "�- ;HEADER. Mar. GAP\.. � ,., .=�_•- � �, O POURED --� CONCRETE W -•\ { I OR ANY OTHER `• •$ �� ' REOUIRED7 - I i —OO TOP TRACK "N I'I i Cont. L^'.' I 2 OR ANY O7HER SECTION B—B ^ ConLiOP TRACK SCALE: I 1/2"- I• I/4'-20r1-S.S. ! j : WOOD HEADER slDEfYALK BOLTS. REQUIRED f W/7/6'X J/32' 3 i WING NUTS AT OVERLAP------.-'-k--..- i ; q i 1 II I V 4L 8 (BOTT) 12A,128 8 (BOTT) 1/4'-20r1"Ss. I� SIDEWALK BOLTS. PANEL IY/7/8'X J/J2- INTERIORLY : I w SOEIVALKTBOLTS.— y y _{ 2 '� � -7/6'r T a a WING NUS AT REMOVABLE ADJACENT 1 OVERLAP---- ,STORM PANEL PANEL I ¢a W/7/R"X J/32" ' j WfNO NUT D o _.J1"hfin. SEPARATION .. WING NUS AT �.j1M'nN��RON {/1 EVERY STUD z TO GLASS i e OVERLAP y ; ® 1Y o. C. 7 16 \l POURED i o CONCRETE1�111 OR CONCRETEBLOCK WA[L o I 7/B"r J/JI'W.REQUIRED4i I I REVERY STUDa 12'0. C. TE0 EtCO PANELIAATES SOL/U SET OR S.0 TAPCONS-• / I OR S.C. TAPCONS W/2-MJN. I PENE MT1ON AT M/DWDTH OR PANELMATES ANCHORS OF PLATE o 6'O.C. 6'O.C.AT ADJACENT PANELS 1 II o ADJACENT PANELS 8 (BOTT) 12A,12B 8 (BOTT) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE: 1/2"a I' SECTION 128 SCALE: 1/2'o I' 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: 1 1/2'm I' A. 1rrrJrurroA�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 441 02017 PLIECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL L.D. 6T (2.00" DEEP) OR11VN as 07/26/n EASTERN METAL SUPPLY, INC DATE.' `p• ! W L' 4� I L E C O I N C. 426E WEST ROADS DRW WEST PALM BEACH.A.JJ407 •.0 ��p. [[1 6 TIWT TESTING k ENGINEERING COMPANY 17-097 •' •'••\V,I Inn HW.36".S4 S*365.YJ1CN'A C49C015,0.l6,e6 PHONE. (.7BI)109-B26J,FAY:(6B7)B4I-17I6 tC (.msW-1'J]E.I..:(]6M1)671-16J, ORAWWNG Na v t' I1 ER-0006719 LtD,5 w! 1Y7, WAITER A*TILLIT Jr..7.E. SHEET 7 OF 17 FLORIDA Uc 14167 POURED CONCRETE OR CONCRETE BLOCK 1/4"0-20 5 S. MACHINE WALL REOUIR£D "89O41.'2'W10", NUTiWASHERCONCRE7£ANCHORS 7/B'x J/J2' CONCRETE ANf.NORS 2500' (SEE SCHF.DULf) WING NU ® 1 POURED CONCRETE 0 72"0. C. \ Min.� __ EVERY STUD OR CONCRETE BLOCKCUf PANEL® 12'O. C. WAf1 R£OUfREO 1.000' ICONCRETE ANCHORS POURED E. 0. ///--O 12'd GCONCR TE \ 1 ,_/I 2'r 2'r.655'TO ALTERNATE LFG LOCATION ''—T 2'x 5"r.055'Cant. 7At...ANGLE OR ��`� ,OBO'3105-H154 SHEET 2" 4'x 125' p METAL Al—BENT PLATE V 3105-H74 OR 6063-T6 ALLOY r t.Al—ANGLE 1 W 1 �_7"M;n.SEPARATION 5 TD GIASS CASE A fP/an) CASE C (Plan) H SCALE: 1/4"= i" ly SCALE. 114' 2'+ e'x.093'3105 H-14 OR 6063-T6 ALLOY Cont.Alum.ANCLE� WITH ANCHORS 6 nt.O.C. 1 1,000' 7/B'x 3/32' 4 HALF PANft 1/4'GAP I.00D' WING NUT® " � 12'0. C. 1 " POURED CONCRETE VARIES J OR.CONCRIRE BLOCK Mar 1 WALL RfOU/RED y 1.DD0' 1 T POURED CONCRETE Cont. OR CONCRETE BLOCK WALL REQUIRED CASE D n) POURED CONCRE7£� j SCALE: 114" !" REOUIRED 1 CONCRETE ANCHQRS (SEC SCHEDULE) E D. 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N A I//A WA 7(TOP) IX-0o 17• N/A 12' N/A 12' N/A 12- N/Ar12' N% )(BOTR7H) 9' N/A If' N/A 17- N/A 12" N/A N/A N/A 7(BOTTOM) NIA N/A 12- 12' 12- 12' J7' r2" 12' B(IOp) NIA N/ 12'• 12•• 12•• IT• 12•• 12•• 121• 12-• B(roP)- N/A NIA 12' 11• 12. 11- 11 17' f7' B(BOTTOM) WA N/A 12- 12•• 12'• 12'• 12•• 12• 12"• 12-• B(BOTH!.)•N/A N/A 17' t<'^' I2' f2" 12' 1'' 12' 9(TOP) WA N/A 12•• I7'• f7'• 12"• 12•• 11'• 12'• 12•a 9(rop)17' 11' 12" J2' 12" r2" 12' 12' f2' 9(BOTTOM) f1' l' 12• I2- f2' 71. 12' 11• 12' r1. 9(ROTTON) 11. "IA. 12' NIA 12• N/A /1 NIA NIA I°(Top) 9• N/A II 1/2- N/A 11' N/A 11' N/A N/A N/A lO(Top) 6' N/A 6' N/A 6' N/A NIA N/A 1O(BOROM) 6' NIA 6' MIA 6' NIA 6" NIA N/A' NIA 10(BOnOM) 9' NIA 9• N/A 9• NIA 9' NIA 9' N/A IIA(TOP) 9' NIA 9' NIA / / 9' N/A 9' J!/A g• N/A !IA(TOP) 9' 9' 9' 9• 9. A' B' 9' 9' II(eonaM) 9' H' 9' 9' 9' A' 8' ll.(BOTTON) 6• NIA 6' NIA 6" NIA 6' NIA 6" N/A I3(TOP) 6' WA 6' N/A 6- N/A 6' N/A 6' N/A 13(TOP) 6' NIA 6' N/A fi' WA 6" N/A N/A N/A IJ(80TTOMJ 6' N/A 8' NIA 6• N/A 6' NIA 8' N/A /J(BORD.) • USE 6'OC FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS'EOUAL OR SHORTER THAN f0'-0 ..MAYIMUU ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE MR E.D.LESS THAN 3/ ANCHORS LEGEND REDUCE ANCHOR SPACING Br MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOMNG FACTORS. (NOTE.Min.E.D.AIR SOUDSET ANCHORS IS 37 IA'n FOR TIOS OPERAHON TO BE POSSIBLE,REDUCED SPACING OBTAINED USING(ACTOR SHALL NOT BE ANCHOR TYPE LESS DIAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. i ANCHOR SPACING FACTOR TAPCON(REGULAR OR SO)PANELMAIE OR PANELMATE nAS 3' ACTUAL E. D. =EDGE DISTANCE E.D. TAPCON(REGULAR) S.C. TAPCON,PANELMATE OR PANELAIATE TVAS SOLID SET SOLID SET 3- 3 - .86 .75 2 1/2" - .71 ,50 ,CTILL/EEA/JJOdI sr 1 2" .36 .60 _ 4�1411�'``�":• '��iJr��::. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 G1a17 TGTECO,INC 0.050'• BERTHA ALUMINUM STORM PANEL ac (2.00" DEEP) DRAWN Br. -o EASTERN METAL SUPPLY, INC °'a'�,�" 1L EC O INt. ST6B WEST CH.F 334 i �'' •' A�' TILLIT TESTING h ENGINEERING COMPANY WEST PALM BEACH, . l3107 ,1 GU9 H.W.ABM.51..9t..NA;NR9N4 O.aeFH4.C JJIls PHONE:(S61)709-BT6J,FAY:(56I)841-1116 17-097 •new:(YLS)0/1-IS]0.Fa.:(b5)6Il-l�l MAKING K. EB-0006719 WALTE R A.DLLIT Jr.,P.E. m rs-9u Twn FLORIDA Uc.44167 SHEET 9 111 17 t•AXa ►xI ASD DESIGN PREMURE RATMJC 2.af.) AND CORRE,SPONDM MA ANCHOR SPA CM SChEDULE FOR DVS'►' ►►AnW2 IN CONMTE AND CONCRETE BLOCK ST3UCTUR�s 1LWPLY MM'AIlAI MCp1K SM6�t!DQ D 0.. IJl'• AR[.YA&E ro MIMI•AI lwAAIUM'N.Ora6 SPAGMO—D a.3 1/2'A AANXJ9IF TO ASO.AES.GN SCC1161S I A 1GlVMN1 P f1 AS4 OFSLI! 5tt/ba/A DL) R Lo— AVLL /UN.Gf eLJ AFIiAAR MFCAM' MIA 9ET SGTAFNN PAVGMATS P.WL141fE IY.It NN M114/Ai1AN fEFCRf 7'BLf MRIr-(Vp.a1) L9A4R wRa1A5 SUIID SLT SGTARYM' RWN4/L5 {L1A:M P.N/O.g.1R 1VA5 Avr f�104WlIAN S" Toca eR£rt ro W.'RI' ro!.'MCRFIE 10 M45GVW Too ro MLSGRI' ro f)]•K'Pth ro MlSDA4P1' ro LYXK@]C ro MlS9NRl OT IIEY ToLllq�lflE ro YlSII1AY ro OpApl1£ro IMSLMWY to LIAWLLIr Tof4t{9fa7Y TO C'OAFJfLIC'ro 0.•YITARRr ro L'a.CRClT ro 1(ASO':.W MN 12- NIA 12' MIA 12' NJA I2' NIA NIA N/A I(TOP) If NIA It' NJA !1' NIA it, ILIA i1' NIA I(top) 1' T 12' IZ' 12' f2' 12' 12' 12' 12' f(RorTOM) I1' 4• W I1• fl• it, fi' 7• II' 7• 1(BOr7OM) 12' NIA 12' NIA 12' NIA 12' NIA 12' NIA 2(TOP) !1' NIA fl' NIA 11' NIA 11' NIA 111 NIA 2(TOP) 9. �• 9. g• g• 9• 9• 9• 9' 9' 2(BOrrOM) B' 4' 8' 9' 9' 9' 9' 7' 9" 7' 2(80r1GM) 9' NIA 9' NIA 9' N/A 9' NIA 9' NIA 34(TOP) 9' NIA 9' NIA 9' N/A 9' N/A 9• NIA 3A(OOP) 9' 7' 9' 9' e' 9' 9' 9' 9' 9' 3(BOTTOM) A' 4' B' e' A' 9' 9' 7' 9' 7' 3(HD77DM) I7' 7' IZ' 12" f2- 12" 12' I2' 12' 12' 4(IMP) fl• 4' 11" If r1' IP Il" 7• 11' T 1(TOP) W 7' 12' 12' 12' 12' 12- f2' 12' 12' 4(BOrrOM) !f' 4' If' 11• W I1' fl' 7' If` 7• f(BOrrON) g' NIA .A' N/ 9' NIA 9' NIA 9' NJA 5A(OOP) 9' NIA 9' N/A 9' NIA 9' NIA 9' N/A SA(TOP) tO' NIA 17• NIA 12' NIA 12' N/A NIA NIA 5(Borrow) 5' 8' 7' NIA 9' NIA A' NIA RIA WA 3(BOTTOM) fO' NIA 12' N/A 17' N/A 12' h(/A N/A N/A 6(TOP) 9' NIA 10' NIA 12' N/A 11' N/A N/A N/A 6(TOP) ♦b.O.-bA W MIA 12' NIA 12' N/A 12' H/A' NIA NIA 6(Borrow) '.-0• W.O.-60.0 A' N/A 7' NIA 9' WA A' N/A NIA NJA 6(Borrow) 9'.o• U.To OR UP ro 60.0.-60.0 10' NIA 12' N/A f2' N/A I?' N/A N/A N/A 7(TOP) LESS +80.0,-90.0 5' NIA 7' NIA 9' NIA B' N/A NJA NJA 7(TOP) LESS to' NIA 12' N/A 12' NIA f2' MIA NIA N/A 7(ROrTO1l) 5' NIA 7' NIA 9" N/A I N/A NIA NJA 7(BOTTOM) NIA NIA 12' f2' 12' 12' 12" 12' 12' 12' B(TOP) WA NIA 12' 12' 12' 12' f1' 6' 12' 6" B(TOP) NIA NIA 12' M' 12" f2' 12' 12' 12' 12' B(°°7TOM) NIA N/A 12' 12' 12' f1' 11 6" 12" 6' 8(RDrrOM) LPIA N/A T2' 11' 11' 12' 12 6' /2' 6' 9(TOP) N/A N/A 12' 12' I2' 12' 12 12' 12' 12' 9(Top) JI• 7' 1I' 7' 9(BOTTOM) f1' T' 12' 12' 12' 12' IT 12' I2' 12' 9(Vonou) 4' fi' 11' If' f7'10• N/A l2' NIA f2' NJA W NJA WA NIA 10(TOP) N/A )0" N/A 17 NIA 11' NIA N/A NJA I°(TOP) 6' NJA 6' NJA 6' NIA 6' NIA NIA NJA tO(BOrTO.M) NJA 6' NIA 6• NIA 6 NIA NIA NJA fO(BOrroAI)7• NJA NIA N/A N/A 9 7` 9• 7' IIA(TOP) 1' NIA N/A' NIA NJA A ] 9 7' Im(TOP) 9• 7" NIA NIA NIA NIA 9' ' 9' 7' 11(Borrow) 4' N/A N/A NJA I1/A 9' 7' 9' 7' 1f(BOTTOM) 6" N/A 6' N/A 6' NJA 6' NIA N/A NA 13(TOP) N/A 6' NJA' 6 NIANIA 6' N/A 6' NJA 6' NIA N/A NIA 13(8OPOM) N/A 12� N/A 6• 13(BOrrOM) ' ANCHORS LEGEND —AIAKWUM ANCHOR SPACINGS ARE VALID FOR 3 1/2-EDGE DISTANCE FOR ED.LESS THAN 3 1/2; ANCHOR 1YPE 1 ANCHOR REDUCE ANCHOR SPACING BY MUL17PLWNG SPACING SHOWN ON SCHEDULE By THE FOLLOWING FAC7OR5 1 SPACING (NOTE.'Min.ELL FOR SOLLDSET ANCHORS LS 3) FOR rH6°PERA77ON TO BE POSSIBLE,REDUCED SPACING OBIATNED USING FACTOR SHALL Nor BE TAPCON(REGULAR OR S.G.)PANCLUATE OR PANELMAIE WAS ` 3' LESS 7NAN M/1RAIUM SPACING INDIC47LD FOR EACH ANCHOR TYPE AT ANCHORS LEGEND., FACTOR Savo SLY 3• ACTUAL E.D. TAPCON(REGULAR) S.G. TAPCON,PANELM4TE OR PANELWE WAS SOLID SLIT 3• - .86 .75 14F)/FLILESAsyv,�PR 2 112' _ ,71 A V' lT+pe 1 35 50 - AQs1•S�Q,.•'L\C a FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) $L p� D2O17 77JECO,IN 0.050" BERTHA ALUMINUM STORM PANEL Lc. NO.44167 (2.00" DEEP) DRAWN sr.. EASTERN METAL SUPPLY, INC °'/DTE'7 4268 WEST RENDS DRAT !C• A `4d,/ TILUT TESTING h ENGINEERING COMPANY WEST PAW BEACH,FL 334°7 17_097 y r` V PHONEF S6f 209-82G;FAX: 561 841-1716 Q ? 4R y'.••' � d 4SS,Nw.=e��.s sse.!m,wR9pu.a.rw Is.n.Nlee ( ) ( ) •, 719 nCSl8T1-1s11 �4d1 RI'.W DI81WINc No SlQA'�1 ` EB-0006719 qy Isa.e T/2s/I /// 1r 88 L \ WN,TER A TILLiT Jr.,P.E. 59EE7 10 OF 17 RORIDA lie.441fi7 IuexnlfUN A.S. RATING (R.s t) AXQ CORRWTQA"AIIN •a nr+�• a nrC�;OR W�ry��y SPACING SG D[n F' FOR INST r r ATrnAr0 fAr CONC A_ND CONCRFT+�' BLOCK sIrRUCTCraFs AG O 1 W%WW A•KJRNS`PAW4/OR f 0..!1/]'A• �•w 0. N SFOWNS%b W ,tw I+ANO AS4 WdW� �AUAC JOR F.tl..!1 per /d LLWBUY PAYS PRLS]VRT PEbAAR 1ARVM Stt1p SA SGfNtON lU1.TIMAR$ PM'LNL11E MAT ANr L'tlVBYJBW LCN9M 7" ML]YV2: f4fRRIR 1APL11S SOtA aai SO.HpL Rµ7LWJGS pKIZU6'E MIT RITAC(P.e%) Nl 09+OPAE iA WSO•Wr (D ttvtRJr[ 1Cf W�d1RY M l>GStQLTE iD WT01Rr IO L'ONLFATE TO IfA56'K' ]0 >b laaabNRY (I'>NN (B) AAIAC/AAL) M L'pYCRRL 70 1UTpAtP' f0 C011 m l0 ma w M CGlCRm IO W ow IO f.VN:Rf1r M NATNpY 1B 61hCRt.7E)0 LLlSWpY !N IFmIMN ILNGM T'(/f.J 12' NIA 12' N/A f2- N/A 12' MIA 12- N/A 1(TOP) 8 1/2' N/A 9- N/A 9' N/A 9' MIA 9' N/A I(rOP) f1' 11/1' 12' 11' 12' 12" 11' B 1/1' f1' B 1/1' 1(BOn010 9' I 9' Y 9' Y 1(B07TOM) IT' N/A JI' N/A !T' NIA 11' NJA 7?' N/A 1(70P) 9• NIA 9- N/A 9' N/A 9' N/A 9' NIA 7(70P) 9' A 9' 9' 9' 1. B' a 1/2' 9' 8 1/Y 2(orrou) 9' I- 9' (BOTTOM) 9' N/A A' N/A 9' N/A 8' N/A 9" NIA JA(TOP) B' N/A 9' NIA N/A 9' NIA 9' N/A JA(!OP) 9- I I/2- 9' 9' 9- A V2. 9 B I 12- J AVTTOD) 9' I' 9' 9' 9' 9' 9' 7' 9' 9' J OlO1TOM) 12' 8//2' 70P) 9' )• 9" 9' 9' 9' 9' 7' (TOP) A 12' •1/1' 0- 12- 11' /2- 12' 8 112- 11. B 1/2- I(BOI70U) 9' ]' (RD110M) p' N/A g' N/A 9' N/A 9' NIA 9- NIA 64 trop) 6- MI N/A 7 1/1' N/A B' N/A T I/7 TTO ' NIA N/A N/A 5(BOU / 9" !1/A 9' NIA 9- NJA 9' WA 5a(rOP) 5' NIA 6' MIA 7- N/A ]- N/A NIA N/A 5(BOnON) 9' NJA 9 I/1' N/q 10• NJA 9 1/7' N/A NIA NJA 6(IOP) 7' N/A 8' N/A IO' N/A B' N/A :-a-A0.0 6 I/1' NIA 1 112- NIA 8- NIA 7"I. NIA !J/A MIA 6(BOTTOM) PB•.-0' WA N/A 6(TOP) UP 7P s90.0,-9G0 S' NJA 6' NJA 7' N/A 7- NIA NIA NJA 6(BOT70N) 7'-0' +60.4-F00 6' NIA 6 1/2' !f/A 7' N/A 6 1/1' NIA N/A NJA 7(NM) 12p'-6' mo,-"aa J' NIA 6- MIA 7' NIA 7' JJ/A NIA NIA 7(TOP) LESS OR 6' N/A 6 1/2" N/q 7' f/T' NJA N/A N/A 7(B07TOU/ $' NIA B' NIA 7. N/A N/A N/A 7(B0T70N) NIA NIA 11' I?'• 11'• !1'• 11'• 6'• 11'• 6'• B(10P)• NIA NIA 17� 6' 12' 6- 12' 6' 12• 6' B(TOP) NIA NJA I2-• I?'• 12'• 12'• 12'• 6-• 12'• 6`• B(90170u)• NIA N/A 12' 6' 12• 6' 12` 6' 12- 6" B(80770M) N/A NIA 12'' f?'! 71'• f2'• W• 6'• 7?'• 6'' 9(mP) NIA NIA 12' 6' f2' B- 1` 6• 12' 6• 9(Alp) 12' A 1/2' 12' 12' 12' f2' 12- 8,I/2"1 12' 1 8 1/2- 0'(90170M) 9' 1' 9' 9' 9' 9" 9' 7- 9' 1 7' 9(90m7u) 9• NIA 9 112- NIA to, NIA 9"I. NIAMNIA NIA 10(TOp) 7' L//A 8' N/A t0` N/A B' fJ/A N/A N/A f0(w) 6" N/A 6 NIA 6' N/A S. MIANIA 10(BO 010 5' N/A 6' NJA 6' N/A 6" NJA' NJA /%A tO(A7T70U)9 A 1/2 NJAN/A N/A N/A 9' A 1112I f/2' IlA(TOP) 5' 1` N/A NJA NJA WA 7' 7' ]• 7- IIA(TOP) 9 7/7' N/A NJA N/A fJ/A 9' J I/1- I IJ2' 11(BDIIOU) • ' NIA NIA N/A N/A 7' 7' 7' ]' 11(BOTTOM) NJA 6' N/A 6 NIA 6 NIA Nq N/A6' NA 6' NIA 6' 11JA NIA NJA IJ(70P) IJ/A 6 NIA 6' NJA ' NJA NJA a(ROTTDN) 8 N/A 6' NfA d' N/A 6' NJA N/A N/A 13(BOTTOM) •USE 6"OC FOR PANEL LENOHTS LARGER THAN 10'-D'AND USE f2'AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EOLAL OR SHORIER DWJ to'-O. AN MOf�A�LEG�NO ••MAbMVU ANCHOR SPACINGS ARE VAUD FOR J f/2'EDGE DISTANCE.FOR E.D.LESS THIN J f12: .ANCHOR TYPE i ANCHOR REDUCE ANCHOR SPACING By AJULT/PLNNG SPACING SHOWN ON SCHEOULE BY THE FOLLDMING FACTORS SNCHOR(NOTE:M:n.E.D.rOR S%.l T ANCHORS 6 J7 FOR IRIS OPERATION ip BE POSSIBLE,REOUCFA SPACING OBTA/NEO LASING FACTOR SHALL.1 BE IPPCON.(Rf0U/AR OR S.C.)PANELM4IE OR PANELAfA1f NAS J- LESS THAN LJW/MUM SPACING INDICATED FOR EACH ANCHOR 7YPE A7 ANCHORS LEGEND. E 0. = EDGE O75'TANCE TAC70R SOLID SET I ,T• ACRML E A 7APCON(REGULAR) SG TAPCON.FANELMArE OR PANf1./JArE TYA5 SOLID SET J' - .86 .75 .SD r I- .JS .50 1 1L1IJ!,Ok A�Piter `��'• �.,G`HAS �'�.o e FLORIDA BUILDING CODE (Non High Velocity Hurricone Zone) No,44167 c2Gn rzsco,Ic 0.050" BERTHA ALUMINUM STORM PANEL L.r • (2.00" DEEP) DRAWN BY. EASTERN METAL SUPPLY INC 01175117 y 11 L EII C O�N- 1 DATE: Ip6B WEST RAIDS DINE y�JyY. L� 11 TIWT TESTING @ ENGINEERING COMPANY wfsr PAW BEACH,R.33107 ^�•�+ fOY r�L\�ry\Jt1I 6v9 N.w.]eu.5�5ta.]as.NTCNU CN+OFNS i1.].Ilea PHONE:(561)109-8263,fAX:(560641-1776 t 7-097 6-0006716 ���1 °� �a�l Nn D��`'G No ..... WATER A WT Jr.,P.E. �+ dB 16-a! IAIa(I f� 11.ORIDA.Uc.4Af 67 / $XEE1 11 OF f7 r/a•0 7APCONS I-'•M" —i i I'� 1j4.0 rAPCONs --- - ,-,1:`'t--.,.v ^- W/1 1/2,MIN. ( //4"6 7AFCONS T W/1 1/2•MIN. THRFADCO PENCIRAHON `,f`. W/f 1/2-MIN. �,\' ' THREADED PENETRATION \ I, 1/4'0 TAPCONS �.� II TO CXlSRNG WOOD �,.: yf THREADED PENE7RATbN I TD EXISTING WOOD W/7 7/?•MIN, i'. �I.' HEADER.(SEE SCHEDULE) TO EXKRNG WOOD I HEADER.(SEE SCHEDULE) THREADED PENE7RADON / r` �l?50' HFi D£R.(SEE SCHEDULE) / \• I! �,I HEADER. (SEfNO SCHfOULE) 500' 3 f i• %"A 3 j2� A.. ( \ Mina L 2 i w°oD HFA°£a i woDD HEADER i Coral. I--�1 I WOaO HEADER REQUIRED REQUIRED I I WOOD HEADER i I REQUIRED REQUIRED _ I Min.SEPARA770M _ I r 70 GL45S 1 ! ' I 1•Min. I � II�SEPARADON i O bi II' SEPARARON I TO CLASS I ! 1tn F TO CLASS 1 i , OPTION if 7I I I ' W ALTERNATIVE 3A j r (� I/4-0-20 X 3/4'1 Ls Bat7s w/7/a": -" +.. 1/4•o ravcONs ry III ! 1 i,.+ .t. W 1 1 2' 3/3Y W7T4C NN A / / - I \ �,� 2'�' 1� THREADED PENETRATION hl PI II 1 f•Nin. U 77'O.C. I < / T°EX/SI1(S WOOD SEPARADON 2 ' , a xu 1 \ TO GLASS �\ \r v HFi10FR.(SEE SGIfDULf) 1 1 \ I •`f t Tr �( EN POSMON i � 1/4'0 TAPCONS w 'Mn.1/7 THREADED PENETRADON d M/OWlDTH OF PLATE(SEE SCHEDULE) x SECTION 0 ANCHOR i HOOD HEADER E / .500' i REQUIRED"OW TF i I w' ql 1 �l y' � �.I ' '�caae. OPTION �._FA. r 3/a2•WWG NUT Z,a 4'm°'"W 1 ALTERNATIVE 3A L� . FA.srua 1/4-0 TAPCDNS \•\ ..-._•-.-----....- 47. SCR;WS w/I 1/Y M. t TAPGLTNS r/4'0 —r--'y --•--r- - /% 1� THREADED PENETRA7/ON Al \ iI W/1 1/2"Min.THR&tOED R UXW/DTH OF PLAIT. PENl7ELIDON 0 A40MDTH f'Min.SEPARADON (SEE SCHEDULE) OF P (SEE SCHEDULE) I' GLASS 0- SFCTfON O ANCHOR 1/4. 2o J/4• ' Lr�' •Purr I c°kr.•n _ ALTERNATIVE 2 Ss.BOLTS wr vB r i RT 0WF0 `� P4 5') J/J2'WING NUT Llf /fl/ SCALE: 1/2'a 1' r-�I Iz•0.C. i 1 _�•':e.`1_.14: ....1+.�.•..,.l ,�1 I S70 CLASS 1� ' �1 TO TtA55 W i I Fr+N w' Canf i SECTIQN®STUD L([ I 7/6'r J/37' tl i I. I INC NUr® o ALTERNATIVE 4 u.. EVERY STUD SCALE: 1/2' u m 12.O.C. V i t• pl •: 1 r/4'0 TAPCONS S `� NOTE FOR COMBINATION OF SECTIONS: I W f f 2'Min.TNREA0f0 ♦ SNAP GIP ! N T! tt �iI I I -- L—4---"'" PENETRATION®sc µ70TN REMAIN CLOSED AT N N �L F'4 1 r/ WALL MOUNTING SECTIONS CAN BE OF PLATE.(SEE SCHEDULE) NURRICANE CONDIRONS. "s.� "'101 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. UILDING CODE (Non High Velocity �l�urricane Zone) Z2•.4'PbV[ ,, -0Canf. ALTERNATIVE 3 "EOPD sraE: 1/2'— r' 02O?7XTECO.INC. 0.050" BERTHA ALUMINUM STORM PANEL L.a NOTES: (2.00" DEEP) DRAWN Be. 07/26/I r SECr10 ® STUD 1. INSrALLAT10NS ARE ONLY VALID FOR MAX.A.S.O. DESIGN PRESSURE RAT11E EASTERN METAL SUPPLY, INC AND PANEL LENGTHS AS PER SCHEDULES ON SHEET? I�. E C O INe. WEST - °4 • ALTERNATIVE 1 '26a 'CK I°R"E 1. SEE ANCHOR SCHEDULE ON SHEETS 16& 17. TILUT TESTMO&ENGINEERING COMPANY WEST PALM BFACfR IL.u4ar 17-097 SCALE' f/2'= f' 0.1V NIr.J6u.64 xb.bl, aI Im n...... PNONC(561)209-8253.rAN.•(561)D41-1716 J.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS 70 BE SOUTHERN Pnu,l+:(30!)e71-IS1a..ra.:Da16Pr-tsn ,"..xo mcvnox oLrt luv..w or:cenw o.rc D/TAW/ND No PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR EQUAL EB-➢00B71R qa m-1 711 WAITER A.DLLIr Jn,P.E. SHEET 12 OF t7 FLORIOA U..4447 1/4•a TAPCONS WOOD_TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER F W/1 1/2-LGn. THREADED O 24 D. 0 REONR£D O 24 0.C.REQUIRED--\ PENETRATION TO EXISTING --- I "'- (WOOD HEADER(SEE SCHEDULE) 1 ^ t-500' - .500. __�� 500' EO DO' III All" Alum.M;n.(606J-RIBE WT6/) I i 1 iMin II� I i� I — II /J 5 16'a ! 1 ea 1 TAG SCREWS i0 I IrK SCLOEX (RW/BUILDEX I EACH.KJ7S7. I TEK SCREIYS I ITEK SCRLIYS LOCATE SCREW 'i6' I 10 6-O.0 A C°nI. A7 MDWIDTH OF 0 KDOD HE OER i EXSPNG WOOD 8 Cont. MENRER(2'Min. t i i i WOOD HEADER ! I ! NOMINAL D RI) 1 1/4'a-20 I REOUIRED O JS.S BOLTS N THREADED I µ' 7 8-+3/32'! '' ' Imo" ,j �I-IA,T0 LEAS—S I I I 7- PfNFTRARON / / 1 C µ7NG NUT O L- � f1 2 I 17'O.C ALTERNATIVE 6A ALTERNATIVE 7A w ���� — ALTERNAT/V£ SA ; H SCALE: 1, = 1' '^ SCALE: 1/2'- 7' m r I ti LIMITED TO +60.0, —66.0 s.f. DESIGN LOAD � ( p. (LIMITED TO +60.0, —66.0 p.s.J. DESIGN LOAD � I AND UP TO 9"-0"Max. PANEL LENGTH) = AND UP TO 9'—D"'Max. PANEL LENGTH) 7'u%y ..'i 1/4•a IAPCONs -- ---..--"-_- o �-STO CALASS-� W/1 1/2-MIN. THREADED PENETRATION TO EXISTING ITDit \ I HEADER.(SEE SC.HFOUIE) ,� I t'M;n. J/J2" pp�, 7' SEPARATION I 4 IY'NG NUT O-T---- L W r SEP TO CLASS !I I I 55 I * i >b GLASS EVERY STUD r I� 1 � 11 ° I 1 f2 I I �N2° 2 1 7/8'x J/J2• I I ' /I I I N i I WING NUT® I I EVERY STUD l/4'S,S.BOLTS _ O 12' I 9 I W/7/B'r J/J7' 1 emu, %/• `p t j 4 1 X 6 µCOO I y o ---_jl, 2 X 6 W000 177.O. WOOD HEADER DECK REO•D. 1 DECK REO'0. !REOU/REO -- 2'+4'PLATEII •__ .-•tom—;.,_ iIi f-- --- _----'� y REOU`RED:._I I/4'°fLCO PANEL APT/ON>t2 I ��r— - LIATES OR S.G. TAPCONS ALTERNATIVE_SA — I W/2'MfN THREADED i _ I FENETRAAOII O MIDIWDTH • %• ` OF PULE TYPICAL TOP& r 1. Bono;lSs�Ffir565$a��) L I/40 TAPCONS ZI/40 TAPCONS ALTERNATIVE 8 p;A T!W/I I/7'MIN. W/1 1/2•MIN SCALE: 1/2'-7' 17 r 1, -_---.-___ -_ THREADED PENETRATION 7�@�L,••• „���j �:. THREADED PENETRATION I I (SEE SCIIEDULf) (SEE SCHEDULE) Ejv v ' ALTERNATIVE 6 ALTERNATIVE 7 c a SCALE. I/2••= 1• SCALE. I/2'- I' 0 4'Y I 7/8-x J/32- T( I ' WING NUT 6 - EVERY STUD 'O p BO O 12'O.C NOTES: •, U� 2 X 6 WOOD C.M. i 1.INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D.DESIGN PRESSURE'RATING NOTE FOR COMBINATION OF SECTIONS •`.� /�••,ppYYYY���� q ,L�•Gx•.`? DECK RfDD.- ' AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED - ----- `n .�!rl��r;• \W r7t / I --a. RICCILIG 2.SEE ANCNOR SCHEDULE ON SHEET 16& 1T COMB/NEOON ANYNWAYI�ONTING SU?ANYSEC�01VS CAN NBTALLAAOM. 'sBE s/QR1AL.� �'\''11 -"--'-- '"--� --`- I 3.FOR NEW WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE SOUTHERN •x..... --'-- __ _-- _ PINE Na.2. W/SPECIFIC DENSITY OF 0.55 OR EOUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) r2017 mlEco.INC, 0.0.90" BERTHA ALUMINUM STORM PANEL L.C. (2.00" DEEP) DRANN BY. 1-t 1 TAPCONS 17/36117 W/I 1/�?'MIN EASTERN METAL SUPPLY, INC DATE. THRE4Df0 PELNjM 17ON IL E C O�N4:. (SEE SCHEDULE) 4268 WEST ROADS DRIVE ALTERNATIM 5 TILR TE571NG ENG NEERWO COMPANY WEST PALM BEACH,FL. 6f)84 ,TIC N.K.ES N Sle..EN NNRNP I NNENS.n.ANY PHONE WEST FAUJ BEACH. FAX:[334071-1716 17-097 fMone I(30579T1-IS]0.Ta.:(]C91,)1-1111 yi, ,�,.,y OR4µ7NG NA EEi-0006719 °i'L°1"0Y SCALE: 1/2'- I' WALTER A.TILLIT Jr.,P.E. °i�re'ou R°7r SHEET 13 OF 77 ILORIOA Ua.44187. WOOD TRUSSES OR RAFTER 114"0 LONG ELCO 0 24"0. C. REQUIRED PANEL MATES OR S.G. II TAPCONS W/2"Min. THREADED PENETRA T70N TO EXISTING WOOD HEADER. (SEE SCHEDULE) EO 1-7- 05 All T6) rm Min. (6063 7/8"0 x 3132" Alum. TUBE W1 WING NUTS 0 22"O.C. (3) 5116"0 x 4" 114"af x J14 I LAG SCREWS TO ITW1,9U1LDQ_ EACH JOIST. 7EK SCREWS 1 1 1 LOCATE SCREW 9 6'O.C. 1 4 Cont. I AT MIDWIDTH OF WOOD HEADER i W I I I 1 EXISTING WOOD MEMBER (2-Min. REQUIRED NOMINAL WIDTH) W/2"M;.. 4i THREADED 1"Min. I N PENETRATION. SEPARCLASSATION 'Ell --i SEPARATION TO TO CLASS � AL TERNA T1 VE 1 OA 71B J132• IV/NC NUT 0 SCALE: 112- EVERT'STUD W -66.0 p.s.f. DESIGN LOAD NOTES (LIMITED TO +60.0, AND UP TO 9'-0'A,(cx. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. 3. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. 71810 x 3132" 1 1 1 WING NUT& -\ ' i__0 I EVERY STUD 0 12"0. C. NOTE FOR COMBINATION OF SECTIONS Cont. WOOD DECK WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE%% pENS REQUIRED TIO IQ M/ COMBINED IN ANY WAY TO SUIT ANY INSTALLATION 100' (NO FINISH .0N ALLOWED) 06 7 . 2-'x'4"PLATEI Cont. REO,UIRED ,�� I III 114-0 TAP L------ CONS W/ 1 112"Min. If illl .... THREADED PENETRATION ...... (SEE M)DWII DFDULE)Th OF PLATE. SCH 4" lt 1/4'0 TAPCONS FLORIDA BUILDING CODE (Non High VelocIly'Aur-Aicane Zone) W/ 1 A L TERNA T1 VE 9 ALTERNATIVE I Q THRIAO1E1O2-P UMNinE.TRATION C207 JXTEeO,INC. 0.050' -BERTHA ALUMINUM STORM PANEL La ISEFSC'IMLE) (2.00DEEP) 0'AWN en SCALE: 112" 07126117 SCALE : 112 1" EASTERN METAL SUPPLY, INC a4TE' /770ME7C70 4M WEST RWDS Z04r INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILIJT TCSTINO&ENGINCERINO COMPANY WEST PALM BEACH,FL 33407 17-097 (661)209-8263.FA.Y.-(561)841-1716 F. .5wN 1 P80"r 1 • DR4*7NC N. WALTER TL'T 11jb P.E. FLORIDAD L.. 7 I I t 17/B'M%n._ T.' _EXISTNG 1 7/8'Mn. 2'., EXIS7ING PENE'TRAT/ON �Mor.-{ I BRICK VEE'NfR 1/40xB'ELCO male PANfLMA7E PENETRATION rMar. /BRICK VEENER I/4108'ELCO mole PANELMA7E 7VAS ANCHORS OR 1/410 TAPCONS TVAS ANCHORS OR 1/40 TAPCONS -1 � i' /• / / (SEE SCHEDULE). (SEE SCHEDULE). 3 1.250 -�L --- - - .500„ ®cool. ` .250 WOOD ER 1 \ \ I ' /�i� I WOOD HEADER- \ I '✓/J/ // I N HEADER REQUIRED REQUIRED 1; ✓ 2 1 EXISTING I 'y I^ I EyISDNG I I„ STEEL ANGLE LINTEL I '" i-STEEL ANGLE LINTEL AS APPLICABLE �o I AS APPLICABLE I'Min. i I xvVi I I'k6h i I SEPARATION I ----SEPAlNiK1N O W„ TO CLASS , I I ro GIASS ; OPTION Ji OPTON I2 ALTERNATIVE 1 fA ALTERNATIVE 11 AV I I NOTES o 1. INSTALLATIONS ARC ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING \�\ EXISTING AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) !-BRICK SILL i i 2. SEE ANCHOR SCHEDULE ON SHEET 16& 17. �B'000 I °=''° i ' 3. FOR NEW WOOD FRAAfE CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PLATE ` I PINE No. 2, W/SPECIFIC DENSITY OF 0.55 OR EQUAL. I I•yin. / APPfXABLE NOTE FOR CO7A81NADON OF SECTIONS i I PENETRATION , a WALL/FLOOR/CEILING MOUNTING SECTIONS CM BE ,j_, ____T____ ______ ---- I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Max ;3500'✓ j S EXISTING— 2'r 4'Slum e' 16'O.C. Mar.REO'D XISTING Min. 1/2-PLYWOOD `EXISTING i 1/4'¢x 8"ELCO male PANELMATE REOD(71P)W/FASTENING BRICK SILL/1/4"0-20 r 3/4' TVAS ANCHORS OR //4.0 TAPCON —2 TO STUDS AS PER S.S.BOLTS W/7/8"i (SEE SCHEDULE) TO E.Y/517NG PLYWOOD. SECTION 2304 OF THE 3/J2"WNG NUT FLORIDA BUILDING CODE. ® 12,O C. ALTERNATIVE 11 BUILD—OUT INSTALLATION '��P•YIL(IT� SCALE: 1/2"- I' �%a * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 p.s.f. FOR UP TO FLORIDA BUILDING CODE (Men High Ve{oc{ty Hurricane Zone} 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATE� WQ,44167 °; ', *2017 nt=INa 0.050" BERTHA'ALUMINUM STORM PANEL cc. THAN 78 UP To 108" * (2.00" DEEP) DPANN Br EASTERN METAL SUPPLY, INC 07a' 17 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS 1IN E C O O CO WEST PAL EST RH.FL 34 nWT TESTING h EN6INCERIN6 CONPANY WEST PALM BFACM,FL 33407 17-097 ) �1 fill,r1'x.aea.4L.Sb.JoS.rAexu WovS.t•.S)I88 PHONE.'(5 6 0209-826d FAx.•(56I)BI f-17f6 SS/Df9A`� ' R +:(JW)A ]0.T (wlu1,_,5„ .�W mw y �o DROW0 N. �,/'' EB-D00ItJ y°yam, 7gan SHEET I4A OF 17 "" WOITER A Ti. 41 P.E FLORIDA lip 44167 )/4`P TAPCONS W/ 1 1/2`MIN, THREADED PENEMVON TO EXISTING WOOD HEADER. 1/4'0-20 S S.MACHINE (SEE SCHEOULE) DOLT W/M1'Ul&WASHER iI a t1'O.C. 7/8'x J/J2' f IIn ,• .WING c 16 Cont. 'EVERY STUD UD O 12'O.L. I WOOD HGIDER 1 N REQUIRED I W I N I I I 1 I tA'n.SEPARARON TO GLASS I I � � I f'Min.SEPARATION TO GLASS I � I 1 2 `u_~—'. >•s.DOLTS J/420.`WING WING NU 6 t yy 12'O.C. --. 2714'WOOD --DECK6R£OD. ; I PLATE REDD` Cont. I —� -- - S.G. TA DNS OR I TES a PANEL MA7E5 W1.FULUL L F-`------ -"-- -`-1 THREADED DENE7RAT/ON 70 , 1/419 TAPOONS PLYWOOD. (SEE SCHEDULE) IV/1 1/2-MIN, EXISUNG Min. 1/2'PLYWOOD MRFADED PENETRATION REOD(TYP) W/FASTENING (SEE SCHEDULE) TO STUDS AS PER SECTION 2304 OF THE ALTERNATIVE 13 FLORIDA BUILDING CODE SCALE:1/2' ALTERNATIVE 14 SCALE: 112"- 1' NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN 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 450.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET T6 & 17. THAN 7B"11rJPrArT�Oo>198'� J. FOR PINE NNEW o.2.OW/SPECIFID FRAME C DENSI7YTOF 0.55 OR EOUARS TO BE SOUTHERN ...... a • Na.44167 y• FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) i yk 1 W 02017 RUECO,!ND 0.050" BERTHA ALUMINUM STORM PANEL t_c NOTE FOR COMBINA77ON OF SECTIONS _ (2.00" DEEP) DRAWN DY WALL AIOUAfTMG SECTIONS CAN DE �',L `(� ��' 07/26/17 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ^Y,T�•. �� •' �T.�' ta` �L EC O iN�. EASTERN METAL SUPPLY, INC D,)E: 4268 WEST ROADS ORNt �` TILSIT TEST{NG k ENGINEERING COMPANY WEST PALM BEACH•FL M407 17-097 9]Sa NM.Tau.4I.,alp,ma,\9iexu won"n.a1144 PHONE.'(561)209-826J.FAX:(561)841-1716 •1 wm.:(va)911-1vo.re.o(wa1aT1-1v1 uy.1w o¢ermo. vtt m.w murmi DRAWING Nn ®-0008718 ao 1ea4s lASA WALTFR a TILL('Jr.,P.E. SHEET 15 or 17 FLORIDA Uf 44167 \ Avr L[M A a n nFA GN BESSLEE RAMW (p—s f) AND CORRESPONDING MAXXEW ANCHOR SPACING SCHEDULE FOR INSTALLATIONS .INTO WOOD FROM .BUILDINGS NAY14U4 AO00 fASJENLRS APPIIGBIE 7n ALAnV'JAI A000 FASIFNERS APPIIL'ABLE FO ANXWUY MOOD FASMVM APPLE TO 'SD.DESK.N A[RANADYES/k Ad.W PANEL aO.D Plun1LOF5 ALIERN.)NFS/& MINK PAN4 APRESSLIRC Room PAAlGl1R5 ALIERIN71VF5 I S LEMN P, PAFSSURf RECV[AR 6.GMPCON PAR pip ANY OcLIM W LLNOM 7'(tt.) RARNO(p.../.) RCGUUR SC.TAPCON Op ANI'COMB(N1MN LEhOM 1'(R.) iG I.IPCON pp AM'CW6IN11IO.J LFNGM 7'(IIJ RAMC LP.afJ TAPCONS Of MEN IAPCONS PA1flWR J::LS OF MEN IPs/.J TAPCONS PANR x r— or MEM PANLLW2 TVAS 72" N/A N/A I(TOP) 17' N/A N/A 1(TOP) !2' f!/A N/A 1(TOP) /2• N/A N/A J(BOTTOM) 12- N/A N/A I(BOTTOM) 12• N/A N/A I(BOTTOM) N/A N/A 2(TOP) .. 12' N/A N/A 2(70P) 12" N/A NIA 2(TOP) 9" N/A N/A 2(BOTTOM) 9' N/A N/A 2(BOTTOM) g• N/A N/A 2(BOTTOM) 9' N/A N/A PMOTTOM) 9' N/A N/A JA(TOP) 9' N/A N/A JA(TOP) g• N/A N/A 9' N/A N/A J(BOTTOM) g' N/A N/A J(BOTTOM) N/A N/A 4 TOP 12' N/A N/A 4(TOP) 12' N/A N/A 12 ( ) 12' N/A N/A 12' N/A N/A 4(BOTTOM) 12' N/A N/A 4(BOTTOM) g' N/A N/A 9 N/A N/A 54(FOP) 9" N/A N/A SA(TOP) 9• N/A N/A 5 1/2' N/A N/A 5(807`10M) 8' N/A N/A 5(BOTTOM) .9. N/A N/A 6(BOTTOM) 5.ice. N/A N/A 6(BOTTOM) 8' N/A N/A 6(BOTTOM) +40.0.-40.0 8 f/2" A /JA 7 I (BOTTOM)NI BOTTOM 8'-0' 440.0. -40.6 5 N/A N/A 7(BOTTOM) >8'-0' +40.0. -40.0 5 1/2, N/A N/A 7(BOTTOM) 8'-0' OR OR UP TO UP TO OR OR LESS LESS N/A 11' 12' 6(TOP) ESS Lf55 N/A 12" 12' 8(TOP) JJ'-0'' +66.0, -60.0 N/A 12' 72' H(TOP) L N/A 12' 12' 8(BOTTOM) N/A 12"r 12,• 8(BOTTOM) N/A 12' 12' 8(BOTTOM) MIA f2" 12' 9(TOP) N/A 12'• 12"• 9(TOP) N/A 12, 12' 9(TOP) 12' N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) 6' N/A N/4 ID(BOTTOM) 5 I/2' N/A N/A f0(BOTTOM) 6' N/A N/A IO(BOTTOM) 9' I!/A 9' 11A(TOP) 9' N/A 9• 11A(TOP) 9" N/A 9• IIA(TOP) 11 BOTTOM 4' N/A 4" 11 (BOTTOM) 4'•• N/A 4•r I (BOTTOM)• 4•r N/A 4• ) 6' N/A N/A 1J(TOP) S. N/A N/A lJ(TOP) 6' N/A N/A iJ(TOP) S. I//A N/A 13(BOTTOM) 5 1/2- N/A N/A 13(BOTTOM) 6' N/A N/A 13(BOTTOM) 4" 4' 4' 1d(BOTTOM) 4'•r d'•• 4'.. 14(BOTTOM)•• 4'• q'r q•• 74(BOTTOM) '< USF 6'OL SPACING FOR PANEL LENGTHS LARGER THAN 10'-0'AND USE 12'OG • VALID ONLY FOR UP TO+50.0. -60.0 P.s.F.MAX.A.S.D.DESIGN PRESSURE AS SHOWN ON SCHEDULE TOR PANELS LFNG7HS EQUAL OR SHORTER THAN 10'-O' RA77NG WITH 78"Mar. PANEL LENGTHS OR FOR UP TO+50.0, -50.0 P.s.l. MAX.A.S.D.DESIGN PRESSURE RA77NO WITH 96'MO+.PANEL LENGTHS. •� ✓AL/O ONLY FOR UP TO 108"PANELS LENGTHS. 1r,rr/�AFJrPt:i- ���'' �CJ �'4t '•' T FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �b 44167 92017 Rv£ro INC. 0.050" BERTHA ALUMINUM STORM PANEL Lr (2.00" DEEP) DRAWN BY, ti EASTERN METAL SUPPLY, INC DATE. 11 I L E C O 1 N 426H WEST RaADS ORVE \\ TILUT 7ESTING h ENGINEERING COMPANY NEST PALM REACH,FL.JJ407 .17_097 4 II.n.2— PHONE.'(56I)209-826Y.FAX.•(561)841-1716 (JfY)8]1-rsll ,[v.ro aarYma o4t e.. ORN97MG No EB-0006719 m rs-os M/1 4'r ""TER A.T171AT JI.,P.E. SHEET 16 OF 17 FLORIDA LIc.4A7G] MAXIMUM A.S.D. DESIGN PRESSURE RATWG (p s f J AND CORRESPONDING MAXIMUM ANCHOR ,SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDWGS AIAMINLN WODO![/ENFRS MpL1fA6tE TO UmAM KWII FASTENERS APPUCM?UF 10 MAYIMUM. Itt7OD FASTENERS APPL'GBLE to ASO.O[SGN Ai4 OLS�6N FA65URE RLWLAP ALifRAl1RK$/S fG#AfUY PANEL PANfLWRG AL7ERNA7A25I A AtWULM PANEL A£0.OESIWL AL IERHLiMS & LIARnfUN P,WEL £47APWN NS ANY COM9TNARWI IEVCIN 1'00 PRESSURE REGULAR £4TAICML pp ANY COL781NA9ON LEN6M 7•M1 PRESSVRE RECUMR £4TAR:ri•I Mxltlt•� ANY LCM6NA�1! [£NCIW 1"(4 RARNC(➢:E) TM C4 PM'EULIIF NAT OF THEN RA7IM:(Ra.I.) 7APLY)L6 AW4MAIS NAS OF THEY Now(P.n:/.J 7APCCNS ➢MLM12 N S .OF TNE7l ) 11' N/A N/A I(TOP) 12' N/A N/A I(TOP) 8 1/1' N/A N/A t(TOP) 11' N/A N/A 1(BOTTOM) 12' N/A N/A I(BOTTOM) 9• N/A N/A I(BOTTOM) II' N/A N/A 2(TOP) f2' N/A N/A 2(TOP) g• N/A N/A 2(TOP) 9" N/A N/A 2(BOTTOM) 12' N/A N/A 2(BOTTOM) 9• N/A N/A 2(B07R1M) 9' N/A N/A JA(TOP) 12' N/A N/A JA(TOP) B• N/A. N/A M(TOP) 9• N/A N/A J(BOTTOM) 12" N/A N/A J(BOTTOM) 9• N/A N/A J(BOTTOM) 11' N/A N/A 4(TOP) 12' NIA NIA 4(TOP) 9' N/A NIA/ 4(TOP) it' N/A N/A 4(BOTTOM) 12' N/A N/A 4(BOTTOM) 9' N/A N/A 4(BOTTOM) 9" N/A N/A 54(TOP) 12' N/A N/A 5n(TOP) B. N/A N/A S1(TOP) J 1/2' N/A N/A 5(BOTTOM) 4' N/A N/A 5(BOTTOM) J' N/A N/A 5(BOTTOM) J 1/2' N/A N/A 6(BOrTO/J) 4' N/A N/A 6(BOTTOM) Y N/A N/A 6(80770M) .60.0, -60.0 J 1/2- N/A N/A 7(BO170.10 g•_p• +40.0, -40.0 J 1/2- N/A N/A 7(80770M) !8•-0" +qao,, -90.0 J. N/A N/A 7(BOT701.0 7'-0' UP TO OR UP TO UP TO UP TO OR t80.0. -90.0 N/A 12' A. 8(TOP) LESS s60.0, -60.0 N/A 12" 6'• 8(top)• 12'-6' +f00.0, -130.0 N/A 12' 6' a(top) LESS MIA 12' 6" B(BOTTOM) N/A 12'• 6'• B(BOTTOM)• N/A 12' 6' B(BOTTOM) N/A 12' 6' 9(top) N/A 12' 6" 9(TOP) N/A 12' 6' 9(TOP) it, N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) 9' N/A N/A 9(BOTTOM) J 1/2' N/A N/A 10(BOTTOM) 4" N/A N/A 10(BOTTOM) J. N/A N/A 10(BOTTOM) 9' N/A 9' IIA(TOP) 12' N/A 10 1/2' 71A(TOP) 5' N/A 6' 1IA(TOP) A'/A N/A N/A I I(BOr70M) 4'•• N/A 4••r 71(BOTTOM)^ N/A N/A N/A f I(BOTTOM) 6' N/A N/A iJ(TOP) 12' MIA N/A fJ(TOP) 6' N/A N0 IJ(TOP) J 1/2' N/A N/A 1J(BOTTOM) 4' N/A N/A IJ(BOTTOM) J' N/A N/A 13(BOTTOM) N/A N/A N/A 14(BOrrOM) 4'•• 4'•• 4••• 14(BOTTOM)•• N/A N/A N/A 14(BOTTOM) • USE 6'Or..SPACING FOR PANEL LENGTHS LARGER THAN 10'- 0'AND USE 12"OC AS SHOWN ON SCHEDULE FOR PANELS LENG7HS EOUAL OR SHORTER THAN 10'-0" •• VALID ONLY FOR UP TO+50.0, -50.0 P.S.Y. MAX.A.S.D.DESIGN PRESSURE R477MG WITH 108'Max.PANEL LENGTHS IIAAFuuP.���✓ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No.44167 e2017 774r6ca INC 0.050" BERTHA ALUMINUM STORM PANEL Lc. (2.00" DEEP) DRAWN BY., D•• 07/26/17 EASTERN METAL SUPPLY, INC I L E C O 1 N C. 4268 WEST RHOS DRAC aTE. 1 'A(VIJ T. tqt TILUT TESTING&ENGINEERING COMPANY WEST PALM BEACH,FL.33407 p ,I Aw Ha.]]u.sL,n..]oy HRDNu Woos,B..1. PHONE:(561)209-826J.FAX`(56f)B41-1716 17-097 AL�N PMn.:(]WTg71-16]p. (] TR)1-79]1 �� ORAW7NG NP F.B-DO09719 • .......... I• WALTER A."UT JY.,167P.E. 4L0 ISdu 1�1U! SHEET 17 OF 17 44