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FL# L11964-R4 FAUG IVE® F � 7 � '` Application Type stun Code Version 2017 9 2098 ApplicationStatus Approved ty, Pprmittinl7 Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 lrodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received 0 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 LUQuality Assurance Contract Expiration Date 12/31/2018 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 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 otl.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d°/a3d 112 8/28/2018 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 SumF_ maEy of Products , # ModelNumber or Name FL Description 964.10.050"Bertha Aluminum Corrugated aluminum Storm Panels retained or not by tracks to !(2 inch)-Drawing nun )vide hurricane protection. rm-­iis of Use j Installation Instructions Approved for use in HVHZ.No FLI 1964 R4 11 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 I'Ll 1964 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 1 124 Gage Bertha Galvanized Steel I Corrugated steel storm panels retained or not by tracks to 1 Panel(2 inch)-Drawing number 17- provide hurricane protection. 1089 Limits of Use Installation Instructions Approved for use In HVHZ: No FL11964 R4 11 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+S8.0,-58.0 p.s.f.ASO See sheet 2 of FL1 1964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- 1 installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT PDF Created by Independent Third Party:Yes Contact us::2601 Blair Stone Road,Tallahassee Ft.32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.92pyliig fflypcy Statement::Accessibility Statement Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.*Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails; provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: M ED FG-0-1 99 M Credit Card Safe https://www.floridabuilding.org/pr/pr_appjti.aspx?param=wGEVXQwtDqsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizipQE%2fOg%3d%3d 2/2 i i I I 1 I GENERAL NOTES 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D-) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES; j ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL=BE INSTALLED AT B.1)MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G.TAPCONS, ELCO PANELMATE.ELCO NAS. HIGH VELOCITY HURRICANE ZONES (MIAMI-RADE /BROINIARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4 DESIGN WIND LOADS SHALL BE DETERN41NED AS PER SECTION 1609 OF'THE ABOVE MENTIONED CODE. B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTFRILY EMBEDDED INfO THE CONCRETE BLOCK UNIT / FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND 1/ EMBEDMREWS 0 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"TONG MINIMUM SHOULD STUCCO EXIST.AND 1"MINIMUM FOR WALLS NOT EXCEED THE MAXIMUM(AS.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2. 7.9 THRU 17. WITH NO STUCCO. 0.3)IN CASE THAT PRECAST STONE OR PRFCAST 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 B1'MULTIPLYING THEM BY 0.6 W ORDER TO ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES TO COMPARE THESE W/MAX. (AS.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7.9 THRU 17. IN B.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 NOL USED W THEIR ANALYSIS.A DURATION FACTOR CC-i.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER,STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED W 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 F 0119.01-06, PER ASTM E 1886-02. E 1996-02 AND ASTM E-330 STANDARDS.QUALIFIED FOR WAND ZONES 1, 2 AND 3: MISSILE TYPE 0 (BASIC PROTECTION ONLY)AND FOR INSTALLATION AT NON ESSENTIAL FACIUTIFS AS DEFINED BY'SECTIONS 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 62.1.1 AND 6.2.12 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--H32 OR 3004-1134 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS 3.ALL ALUMINUM EXTRUSIONS S ALL BE.ALUMINUM ASS IATION 6063-T6 ALLOY&TEMPER UNLESS OTHERWISE NOTED. 10 BE ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS STUDDED PLATE ANDS 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 PACK IN CONTINUOUS T DIN 50618 W/50 kST YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/FLORIDA BUILDING CODE CONTACT WITH THE BUILDING TO PREVENT WAND/RAIU INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH, SECTION 2417.3.3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR A1SI 304 SERIES STAINLESS STEEL.WITH 35 ksi MINIMUM YIELD STRENGTH. 10. (o)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 SAFETY OF THIS -T/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDER. 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 ITV/BUILDER. DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS 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 AINY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL NOTES: TAPCON AND S.G. TAPCONS IS 1 J/4"; FOR ELCO BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER AL1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCOUSE PANEIMATE AND ELCO NLS AS 2". ENG OF 711E 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 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTD THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. (e)THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD -1/4"0 -20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST,AND 1"MINIMUM FOR THAT PREPARED IT. WALLS WITH NO STUCCO. PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE[RESTING WALL OR 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN AL3) IN CASE THAT P ACCORDANCE WITH SECTION 1709.911 E FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY FLOOR.ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE OPENING. LABELING TO COMPLY WILL BECTON 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL BE AS INDICATED ON NOTES A.1)&A.2)ABOVE. (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 ITV/BUILDEX. ,J•,A7H7///Ne -1/4"0 PANEL MATES ANCHORS MALE OR NAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. Y� THIS DRAY/(NG SHALL ONLY BE USED TO -1/4"0 x 3/4°SOLID SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, sltl �Ir�r�' r14(�J,`o„ OBTAIN PERMITS 1N THE STATE OF FLORIDA v j. No.44167 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) T$ F 02017 Tama,INC 0.050' BERTHA ALUMINUM STORM PANEL LC •9TA p¢ (2.00" DEEP) �+ �> 07/2s/n EASTERN METAL SUPPLY, INC G4M' �} • � .,` I L ECO SMG. 4269 WM ROADS DaIVE 1� ��� •4 TICCIT TESTING&ENGINEERING COMPANY WEST PALM N1N1{FL 73407 t7-097 alta N.N..`M.st.se.S.D.Nr4'G e4r.LFxS n..Dl4 PrAME`(561)207-8263.FAX.'(561)077-1710 ........ •• Pron:ga)Nn-1676.rN.1 amen-+v1 r� on1 ANt. 44a�I,N1 lm OR 8w No EB-0006719 pA IS-d3 I.44 1 WALTER A. L;.. 67 h..P.E. SHEET 1 OF l) lic. FLORIDA 111 14.101-(70141 WIDTH) 1.-..._8,151'(TOTAL wD7H) 12.000'(EFFECTIVE WIDTH) 6.000(EFFECIVV£WIDTH){- 1.070" 170" ( ` } /,, } 1 {- F- 1.070`---i �--i fy 1.070--?--� 1� a,.E60'--� i +I x.170^ kf st A.S.D. ,a"1� PJ�h'S'S'���7'R.:2�hrw^ (AsA) aPPTyP4 E{ i , ��p,BOp"{T1•p,)y ! ( ^f�•'C`�As 4PPucAaiE , AArD RrP.) r4p. , 'o.aaa•DYa) 4 CORRF*SPONIM M tt o - - der.-�^ l L=7'H 7,,"SCXEL?UL,�' t 1• o � o �a25p' N 2.020• -- d 2.020--. ----_� 0� J 2.020"F•• Y---� PAY=P-MADW AT BOTH PANELS ROW=ELT Z&W FULL PANEL W,f HEMMED EDGES HALL PANEL Wf N£MMED EDGES ,WB MW TBACW N ONE OF Tmo ENDS 060(io@@@ mm 4RAclfs OR Dwer motJhw OR (jt* 8.425^(TOTAL WIDER) "aaMVN A-PANEL LLr1Gm ASArOOFSGN V-PANEL LINGn1 12.000'(EFFECTIVE WIDTH)----..-_-j I I PRESSORE R417NC 1 OL) PREssuRe AATHIG L(2) 1.070'+--i I l70" t, j --M 6.000(£FF£CTTv£WIDTH) �: 1.070'._..: r... , 1.070"•� --4,a8o" r;-.!,r7o• �R`) AFPL!rs6tF -y # _ r l +30.0, -JO.0 F Q •( iJ-O' +30.0, -30.0 13'-0' (PrP,) �t.QSSZfiP.> i tt u snPLmwsLE},; t (bP.l r�• g I o• �y 1§ +350, -35.0 lz'-a' +35.0• -35.0 0 ry o h .0, -40.0 )2•-4" +40.0, -40.0 -^�2020^i-- -)2.02o" 2020' +45.0, -45.0 12'-O' +45,0, -45.0 f0'-0" QPTI�QNAL FULL PANEL W/0 HEMMED EDGES QPT/QNAL HALFP�4NEL W�Q H£MMEQ EDGES +sao, -so.o 11•-O' +50.0, -50.D 9•-0- ��-~ Q STQRM PANEL +55a -55.0 10•-0' +51a -S50 V-7, SCALE:114'-y- +6 D. -60.0 9'-4^ +60.0, -COLO 7-s' +7aO, -70.0 8'_0• +70.0, -70.0 6-5' r-J"I CONCRETE ANCHORS(SEE SCHEDULE)-•---.-.t-3 = +Sao, -8a0 70" +800, -80.0 5-6• 1M� +90.01 -90.0 6•-J' +904, -90.0 5'_9• P p a a i +sao, -1oao 5':7' +90.0. -1GO.D 5-9•i t i _T 1- 1-1 Ti � '� 'r W +90.0, -110.0 5'-1" +90.01 -110-0 5 5-0• fgao, -170.0 4'_8• +80.0• -120.0 4'-8' 190.0 -130.0 4'-0' +90,0, -•130.0 4'-4 112' �Y * NO MAX.ASD. DESIGN PRESSURE RATING k UA%wUM PANEL LENGTH A 11 " FOR INTERNALLY RE71f1VAIME PANELS AS PER W MOUNTING INSTALLATIONS ON SHEET 7 OF 17 15 +50.0. - 50.0 ps( Yl1 88'MAX.PANEL 0. LENGTH H 41-1 H kU d- d .�' PANFL LENC7 tGN PRESSURE RATING&M11XWVM .-,».._.L FGR ldOUNTING AS PER ALTERRATIVE,Bf I AND 14 11d¢/�IPAJNdyaal,.,, ON SR£E7 144 Atto 15 t7F 17,RESPECTIVELY ARE ^LANEL I 3Y I CONCI?ET£ANCHORS(SEE SCHEDULE)-------..�..jW y4yyfr�'�r,T+1"y_ tiL� �•rt LA 5000 050,0 pl FDR UP sf FORPTO 108EP NML•'Y. 1 er;n. STORM PANEL TYPICAL ELEVATIQN ,'t L FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zona) N0.44167r � c2arT.aL1ELb rNa 0.050" BERTHA ALUMINUM STORM PANEL L.c r 114-Max. GAP ( t _ 114'Max. DAP^y ;14'• 'iT ' , 2.00" DEEP) lNUW1r 01:, EASTERN METAL SUPPLY, INC °7ZATr, r ,�-•v4,,� �LT�TECO,wt. wTE SrF af5T RGAOS a3V rM 771' /•T]`;r' •'•G'\ ott TiLtF7 7ESTINC 8 ENGINEERING CONPANY M1(560209-826. .1 93001 SECTIONA�A Y,QSLQp ��� �'°'ft: °f A 7,.330, x,^aylee 1?aNL(561JT09-6263,FAY.•057)841-1716 DAXW=A P5W:fl5515TI-f,]D,t.L165k11-15.11 a t+f, W.w + - aR4s1N6 No EB-0(706719 WALTER A.t V Jr„P.E. a SNEE1 2 0T t7 rLOMDA Lia 04167 0.0/0 DA X 0.010 R. !.368— T— 114'0-20&a AMCFiM 7 60L7 1Y/ALr N WA5HrR IT .09" .090*- jL f =70,90. 30 --am 2jm"4. Y �-2 ii wX. 2.49 -F- TRACK '= ' HEA 2.10 'U'HEA 3-MAX ANGIZ MD OUT-ORA �C:.1/0•.I• 3' Max. Ll' BUILD 0 OPTIONAL 3-Mg, -V-BUILD OUT HEADER star:J/6'. 1/4'. 1 sw -Ir 14-P-20 a s.srue sno RIVETED WANOX LEG LOCA 4 *SWPA0AW-004W .1C CWNS. -_iim AM WALL 1.75"x&632 REVERSED "F-ANGLE TRACK 'F' RACK A STUDDED A AM01f KIN SMDANGLE WITH STUD am- Aw -Qk JA' -20 -27' SERIES 5. -0' MIMD TO j'7' /R Ir TYR 0 d .1 .957-4 LARGE KEY HOLE M1510111 I LL KEYHOLE COTION g I - ROUND E AT PA 12 KEY HOLE AT PANEL KEY HOLE WASHER .3101- AI- 1.0r 4167 3 7116' Ole '.3' .tar —7 2.196' Llc R1.1828' FLORIDA BUILDING CODE (Non High Velocity Rurricane Zone) 16 R0. ANGLE02017 770ECO,INC. 0.050" BERTHA ALUMINUM STORM PANEL @ SNAP CA -ALE:3/1'.1' (2.00" DEEP) =5-75 A:Lar DETAIL t. SAID wl ww Nur / 0712611 7TI L77E7tee. METAL SUPPLY, INC DATE.--CO \ EASTERN 42M IVEST A=DAVE COMPONEN TILUT TESTING ENGINEERING COMPANY WM PALM EVC14 rL XW7 FHG��.(S61)209-8254 FAY.•(56f)841-1786 17-097 (m 5?1 V':(JO].NaCu 30=71-1W. ocar� 0"VAV5 N, ED-OD06719 WALTER A.MUT Jr.,P.C. FLORIDA U.. SHEET 3 OF V •,• 9 Cant ?3D. POURED CONCRETE OR ONCRETE ANCHORS `• --J-q°r, CONCRETE ANCI(OV75 CONCRETE BLOCK GALL t CONT. (SEE SCHFOf E ROOMED (OPEN P09s1DN+J CONCRETE ANCHORS (SEE SCHEDULE) _1 3 CcnL 7'Nin. E£SCHEDULE) \. t^ �, .500' ID, CONCRETE ANCHORS .500' q i Max (SEE SCHEDULE •IIS-�-- _.-m 3 I - FOR VACMM.) ' �sa f.D. �` i I POUREDED CONCRETE EQ i CONCRETE E°• `• ' .�_,� l POURED Collcp O CONCRETi REQUIRED t 7 Z I LVNI h \'•`,w ,.�.• i Cant. ' ` h I'M;n s[YARanoN �.r•M;n.SEPAP.ArON I�, TO CLASS TO GLASS �,\ y •y rfi SEPARATION to&,ASS'S Z° • OPTi0A1 i 1 U et y f ® I a I-M70 GLASS TION SEE SCHED�HORS SECTION 3A ISS 80L IS W 7/B'� I (u \•... _� 9c-t q ' iE IJ/JZ'WNG NU,o I ---�Y iIZ'O.C, i Y \� POIWEFp OR /•1 RRCOOEEF I n PCURED ED. ,' 8 BLOCK.WALL i ,;�,• r .r. I ,.;✓:-'r :r"% / � ! I CONCRETE OREWIRED n- CONCRETE ' \ •` , ,1\` ! �., CONCRETE ANC/{ORS/ I- POURS I 1 CONCRETE _ CONCRETE OR CONCRE7£ I (SEE SCHEDULE) OR CONCRETE BLOCK WILL Ea ' I ` LL BLOCK WALLCONE. REQUIRED E D. REQUIRED i E -t•Nin. &A2IRON 1 ,�2. (GEEK POSITION 4) II =: TO cuss Y .3625SECTION ® ANCHOR' 4 /If i 1.723'. co— ANCHORS) CONCRETE ANCHORS•rr --p250� (SEE SCMEDUIf) a cont. OPPON (SEE SCHLDUU) u°•• SECTION 3A 9 Cont. ( cavr. WALL MOUNTING INSTALLATION SCA1E: I/7•. r' SECTION 0 ANCHOR ACEI-082 1Tµ/yABIG NUT/�- J/JZ WAV NU/Q PoUREP-� E r, I CONCRETE t OR CONCRETE I POURED CONCRETE OR n BLOCK Y/ALLCONCRETE BLOCK W '/ REQUIRED ED' j —1 T REQUIRED POURER'• CONCRETE f E.D. - EDGE DISTANCE 7/B'r.T/JY 5 f.Pnt. r CORE. F.D. OR CONGREIE� WRIC.NUT O 'J" (SEE SCHEDULE ON //,, BLOCK WALL EbERY S7UD B SNE£/5 9&10&11) CONCRETE NICHORS ;; ! (OPEN P03fRON+) REQUAED 0 12'O Q u ( SCHEDULE) SECTION ® STUD I TVP. TOP/BOTTOM !ll WALL MOUNTING INSTALLATION L12�• I BU aE� fi•� S LLAT ON WoF SNAPAAPSECTION CLOSED ATN NNOTE FOR COMBINATION OP SECTIONS: i '•�S .• I �� TJE CONDITIONS' SCALE:1/Z ` f' 9 COnI WALL UOLINTINC.SECTIONS CAN BE %E`•!�r," -�C'11�• 11`Y SECTION O SND nON e°� � FLORIDA BUILDING CODE (Non High VelDaffy Hurricane Zone) BALL MOUNTING INSTALLATION COMBINED IN ANY WAY TO.SV?AID'IA5TALIAN0.44167 02017 77VEO,+RC. 0.050' BERTHA ALUMINUM STORM PANEL LC. r� (2.00- DEEP) DRAWN 6; SCALE. 1/2-m 1' y4 7 • SECTION 1 F EASTERN METAL SUPPLY. INC °'04`TEE." EIDE :OEEA.2 OF SECTION®STUD VALID ALSO FOR f y. WALL EOUNR110 M/S61JU JN-SfCRON 2(TOP) .4 IL E C O INC. °2Ee WEST ROADS DRIVE l �j WEST PAW BFACNE FL.JN07 .I! TILLIT TESTING 6 ENGINEERING COMPANY T7-097 E1��11 y�lg 6lS NM..`6Cu 6,.Sv.]°S,VR6NA R A16! PNOlIE(56f�09-B2EJ,FAX*(76I)BII-1718 t•L•IS.4�• ..' 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MAX LAX PCNEM477ON TO PrAIVRAftwi TO CONCRETE BLOCK -I CONCRETE BLOCK &2*TO CONCRETE &2'TO CONCRETE-71 CONCRETE ON'0 T TO CO BLOCK 'no' R RETE Ic I L&102 C 1110�K - ----- - ---- 7f 3 !R _TF EL CO CONCRETE GLCCK POURED CONCRETE IORV OR 114*0 STEEL ANGLE LINTEL POURED CONCRETE PANEUJArE NAS ANCHORS OR 7/4'0 SIM ANGLE LINTEL I 0 ELCO WE AS APPLICABLE L_PANELMATE THIS ANCO WAII RCOVIRED TAPCONS C?114 OR CONCRETE 81OCK-1 7APCONS OR 114-0 E4CO MALE AS APPLICABLE yi PAMELA14TE r(SEE SCH40LU FOR SPACIVO), 1 O I WALL RFOURED 1114TES(SEF SCHEDULE FOR SPACING). PANE oplirom it SECTION 116 OPTION iz yy SECTION 11A I'V,. SEPARATIONTo CLASS BRICK SILL. f14'0-20 9 J14' S.S.BOLTS W1 718-01 QS 3132-WIND NUT 0 12'O.C. D. SHEETS ON .... .. 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TWT TESTING&ENGMEERING COMPANY -.I PAY EVC4 FL (55,)2Dg - N-7-1716 17-097 SECTION I FH-Nr -8263.FAX 60841 SI L SCALE,J/V'- I' WALTER A.TILLFT Jr. P.E, SHM 6A OF 17 aMR10A Ug.441b7 I •.Y.,.--r,. AOJAG£NT INTERIORLY Aa14CEN7 ! t/4'4 TAPCONS PANEL--- r--REMOVABLE -^PANEL CONCRETE ANCHORS 6°0. C. W �! j STORM PANEL f14'Max. L•SAP C COC. i /1 1/2"MFA. THREADED GAP , i /r {: ;L'£NE7RA17ON TO£XlST1NO WOOD 0 J 'iN CF :g' POURED REOU -+ w fRED ! -lJOTORP IRAER� .O tll SECTION B—B t ca I. CK OR ANY OTNER (JSCALE I/2" 1' -II 2 TOP TRACK < S.N. X000 NEh7ER C-1. SIDEWALK BOLTS i W/718'x 3/J2' 3 RE$UIRED ' 1WNG NUIS AT 1 I `QQ m ti s (BOTT) 12A.128 s (BOTT) �?.I-1 r14=2Dzt`ss. 7 k AOV(CENT SIDEWALK ROLT5. �....i�:.J PANEL i W/7/19 X J/32- INTERIORLY 1+ i - t ? S.S.1WNC NUTS AT REMOVABC ADJACENT SIOSIALK SOt7S - !STORM PANELOVERIAPPANEL Min.SEPARATION W/7/D'X J/J2' ii � rroN- `it _WING OVERLAP To CLASS WNG NUTS AT �r uT.p T 17 tss EERYSUTFU/D�® 2 yx i 0 72'0 C. 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EDGE IIISTANCE SOLID SET J• •7' - .ed .73 2 Vpx - .71 .50 Ip1�17itliAAFP:Jnsrr 2' FLORIDA BUILDING CODE (Non Nigh Velocity HUrricone Zone) i No 44187 ezanrrLr£a NC 0.050" BERTHA ALUMINUM STORM PANEL t j�� b (2.00" DEEP) DR4ml Dr l / EASTERN METAL SUPPLY, INC °-AM. IC D Eye. DAIe •4Lr". A26B W6f Rows 0.949' ��•• .......... Sj'�,\I ,Y* TIWT'TE379NQ Y ENGINEERINQ COMPANY a-.sr PALM&AW,,fl.)NOT '^ '`. .+ 0.W HA.Isn SI..s1A:Pl,YSBwA PHal/a: )2a 826 TAY; AI 841-1718 """' ��' tasy` T,15R17A1t1 (SAI 4- x (d ) 17-097 ' fU�,��` r! EB-f7006719 m:as vtcvna wa rLr.r o"tt ORa1YR:C ft WALTER A TLLR Jr.,P.E. 8BI LS'0Ig M SNEEi OF 17 ftDR10A t1e.4{767 4 MA�ZWX A S D DESS P2FS2LlR>w Re NG ORR&SPOA►DIN- HAZWW NCROR Spr",GI1VG Sch'FDCnF FOR LNsrALrdTIONS IN GO iMM AND CONGR=&SOCK STRtICTLrars MAJnAfuA1 AGttOw Aht.MS 6AiCA I64 C A-]1/7'>. A^itK TO L(A19111M ALUIWM Ax'JfDAs'$PAP 6 MR 6 0..J 1I4'x AOP x'mir ro AG0.9lSGx $C11A'S/o- LHICll9l1 NK2 494 O:SIaN SQ11d6/e Lam), 9LW pBFSY(NaC 1 R'7AAAR IIG'C0.VS 5000 567 SGRLL'CVx PV:901RS IW.'OLMJC NAT AVI WICNIIWv Ledo,T'BIJ F Gori' AfaVAAP TANYS SNN IAT SGTAPIpx M'AMMf15 PNPAMAm nas Axl(OMBNIAI/ LLhti;JN 2'(rtJ m m�eRtrE m Ausm r ro ravneLT[m IlQaO m enm�mm'm.,.Vw TO LTAc6la m-AlilOne7 m emxraTT ro+Lasaaar or now Mine(A.arJ m rnVeerl6.ro IMsaw7 m iw Io rT m uasaxa7 m nxw+ar mum- ro eOxost[ro wsormr ro OOrR'AC2 m 1Mmwr tt rlau 17' WA 12" N/A 12" N/A 12' N/A WA WA I(m P) 11• N/A it, N/A 11' WA Il' I N/A 11' WA 1(70P) p• Y 12' !1' 12' 12• fa• 12" 17' ra' I(BOf10M) !I' �• it, /1• W W It' Y it, Y I(BOTTOM) 12' N/A 12" WA 12• N/A 12 NIA T1' IIIA a(707) 11" N/A 11 N/A Il• IIA 11• WA it, WA 2(IOP) g• Y B. 9• 9• 9' 9' g' 9' 92(BOTTOM) or. 4' 9' B" 9' or. 9• Y 9- Y 2(807100). 9' WA 9• W4 9' N/A S. WA 9" N/A JA(TOP) 9• N/A 9' NIA 9" NIA 9' WA 9' WA JA(lop) 9' Y 9' 9' 9' 9' 4' 9• 9• 9' J Morro) e' A' 9• B' 9" Y 9' 7' Jr(60TI00) 17' I' ra" 12' 12' 12" 12' 12" 12' IT 4(rOP) II' 4" 11" f1' !1' 11• IT• Y it, 7' 4 Imp) 12" 7' 12' /2• 12' [12 ' W 12• ta' 4(BOTTOM) IY 4' it 71' it. ❑' 11' 7" 1f' Y a(sonom) 9' NIA I. N/A 9' ' NIA 9" N/A 5A(TOP) 8' NIA 9' NIA 9• NIA 9' N/A 9' N/A 5A(TOP) 10' WA 12' N/A 12' ' N/A NIA NIA O(BOrmll) 5" B' 71 NIA 9• NIA B' NIA to WA S(BOTTOM) t0' MIA 12' WA 12" ' WA N/A NIA 6(TOP) S' WA IO' N/A 17' WA 11• WA NIA WA 5(mP) 100,-ADO 10' A l2' N A 12' ' NIA NIA NIA 6(6080A1) W-al +07.0,-60.0 B' WA Y NIA 9' NIA B' N/A N/A N/A 800-4 9'OR UP 60.0,r 60.0 10' WA fa' N/A 12' ' N/A NIA NIA 7(W) LESS 1.60.0, -o OR UP 70 0.0 5" NIA Y N/A 9' NIA e' NIA WA WA 7(TOP) I are f0' NIA i2' N/A 12' ' WA NIA NIA 7(807700) 5' NIA Y NIA 9• WA B. N/A WA WA 7(R08GV) N/A N/A I7' 12' 12' ' W 17" 12• B(IOP) WA WA 17' 12' 17' 12' !2' 6' 12' 6' B(top) WA WA 12• f2• 12' ' 72' fY 17' 8(808DLQ WA WA 12• W 12• IT 12' C. 11' 6' 8(808041) NIA NIA I2' 11 I2• 12' 12J19(m) WA WA TY W !Y IY 12' 6' f2' 6' 9(Tm r7' Y 1211' 11' 122' IY ta" 17• 9(BOrrom) to' 4' II' 11' 11' It, it, T 11• T B(40800) t0' WA /Y NIA 12' N/A l7' WA WA NIA 10(TOP) 9" NIA 70' NIA 12' WA )T' WA N/A N/ JG(TOP) 6' NIA 6- WA 6' NIA 6' WA WA NIA to(earraM) 6' WA 6' HIIIA1. WA 6NIA jVA WA t0(sorrow 7' WA WA WA N/A B9' 7' 11A(10P) 64' NIAA N/A 9' ]' ' 11A(TOP) )' N/A I(IA N/A N/A B• Y 9' 7' It(8080M) 4' WAA N/A 0' Y T'6• NIA 6" WA 6' N/A 6' NIAWA NIA {, N/A 6' ' WA 6" NIA WA IJ(TOP) 6' WA 6• NIA 6' NIA 6• N/A WA N/A f7(BOF ) I N/A l2- • N/A 6" N/A fl/A IJ(BOTiOd(1 AAICNOR5 LECEND r REDUCE ANCHOR SPACRf6S ARE VALID FOR J f/7•EDGE R-1 SCN FOR E0.LESS THAN J F121, ANCHOR 7VPE 7NCHOR �REDUCE ANCHOR SPAGNC 8Y AIDL7WLTRJG SPAdNG SHOLVN G'1 SLNLT101f BY THF FOLLOYANG FA070RS. $(+gC6J0 (NOTE Min.ER FOR SOLMEI ANChURSi IS Y) FOR TNB OPFRARON TO BE POS L&C.REDUCED S AC91O COMNEO USING FACTOR SHALL NOT W TAPCON(REGULAR OR S.6.)PAWWAAM OR PANCllIATF.TVAS J' LESS TPAN MBOLBIY SPALVA'^.INDICATED FO.R EACH WCHDR TWE AT ANCHORS LEGEND, FACTOR Salm SEr 3" ACTH F.D. TAPCON(MIAAN) S.G.TAPCON,PAriama r OR PANELMAIE WAS SOUR SET J' - .86 .75 'A(1)2)Y/PdJJ'dAP.ea 1%Y 35 50 - 4 `3' ��L^I i,� ., /�?"q FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) Y e20r7 Tourco,INC. 0.050" BERTHA ALUMINUM STORM PANEL .e. ` NO.4 4167 (2.00" DEEP) ORALM BI.. EASTERN METAL SUPPLY, INC DA AD' •• IL TEC O NC. ,268 BEST...;DM., p } '[A4 .. TIWT TESTING h ENGINEERING COMPANY mar PALM Eacm..IL JJ407 17_097 to`'' W ti, csv xe.xu R..sa,v>,vAJrA wFu!x1.n.].nae NOT&'(561)209-8287.rAxr(J61)841-1716 •••i•1. i. �, 1A vn�m:(xs)e71-1yo.Tai:(xe)aT1-1ss1 manor mrt aaoan, an DRAIMO IA ' ....• T 1S�Nk L VIALTFIL A°TIILLrr& P.E, ao 13 uJ SHEET 10 or n FLORIDA Lin.44107. • I 1 RAMIUA! A S.D. DESIGN PRESSURE RANG AND CO RFS OWDINGA �*J16� ' 1VFI�OR' SPACING SCARDULE FOR INSTALLATIONS W coimETE AND CONCRETE' BLOCK STRUCTURES y K M45NU8 AY/14YS SPACES 106 L 4•1 W.• A4%ICASJC 16 4�*a ! YICN9l Mr"m:pA (nY C,4•5 I/1'•• ApH/GIBtE 10 AS4 01DG1 - SCCR0.Y5 j? 1xnYtRf PAY11 AS.4 6TB11IU'1/6• WLNNM-PEEL PRLSSMRE R1B'AA<LNYI/S 3'Cl0:SCT S0 WX.V.Y PAEfJAI[S PM•MMR'NAS AfA GYA1(wM16fN lALTH T'9E1 pRtL'UFE R•TS2M IMLt}K SMA fr7 S6MPL18f PAMU41L5' RWL1AMrt 11AS ANY LnItBNA00.'/ /[NCM 2'(1L) R1IElG(PaM) fi rDN[FLK'TD II.l59LRI f0 E6=a7r 10'111606AY rG C.RA E 10 IItwWAY m E6YEALIE TD YIAWY fi°0.KYRE 1°LflT41N1` ar'mat 81458(J.s.II !0 CONAUE ro a4S4\41' to YQ'M1C.r W 1R541p1' r0 L4'AYN6 ID Wow ro at—Wj TD wmxn ro Emx6Lrr m Wsavrr Di!MM 12' N/A 12- N/A 11' N/A 12' NIA IT' N/A 1(IOp) 8 I/7' N/A 9' MIA 9' NA 9' N/A 9' N/A I(TOP) (2' 4 1/2' 12- 12' I2• IT' W B 1/T" a 1/2' r(BOTTOM) 9' 7' 9' D" D' 8' 9' 7' D- 7- 1(80rrOM) 12' NIA 12' NIA 12' NIA 12' NIA 12' N/A 2(TOP) 9' N/A 9' NIA H' NIA 9' NIA 9' N/A 2(TO?) 9- + 1/7- 9' 9' 9' 9' 9' b 1/7' 9- 8 1/7• 2(BOTTOO) B' I• 9' 9' 9' B' 9' Y 9' 9' 2(BOTTOM) 9- N/A 9- N/A 9' NIA 9' I✓/A 9• NIA .TA(IOP) B' MIA 9• Il/A 9' NIA 9' NIA 9^ N/A JA(TOP) 9' 4 1/7' 9' e' 8' 9' P. 8 I/2' 9' 8 1/2' 3(60770M) 9• 4' 9' y' H' 9" 9' 7- 9- 9- 3(BOrrWA) 12" 4 I/7' 12' W 12' .1p• 12- 8 1/2- 12^ B 1/7• 6(IOP) D' >• 9' 9' 9• 9- 9^ 7' 9- 7- J(TOP) 12' a fI2' V' 17- 1T' 11' I2' 8 1/2- 11' B I/7- 4 rwrm-) 9' 7- 9' y 9' g^ 9' T 9' Y 4(60TTOM) R' NIA 9- N/A 9' WA 9' NIA P. NIA 54(ICP) 8- NIA 9' N/A 9• N/A 9' N/A 9' WA SA(TOP) 6!/7' NIA 7 I/7' NIA B' NIA 7 1/7' NIA NIA NIA 5 c00719M) 5' NIA 6' N/A 7' NIA I. N/A N/A N/A 5(BOrMU) O' NIA 9 1/2' II/A f0' N/A 9 112- NIA NIA N/A 6 C-) Y NIA 8- NIA 10- NIA 8' NIA NIA NIA 6(IOP) H0.a—0 6 1/7' N/A l 1/2- NIA B• NIA 7 1/2 NIA rf/A NIA 6(6OT704f) 18III, P'-r00- •92,.-90.0 5' NIA 8• N/A 7• NIA 7• NIA NIA MIA 6(BOTTOM) 7'- #604 E40 6' NIA 6 7/2' NIA 7- N/A 6 1/2• N/A N/A NIA 7 M2P) 17-6" "Co.,-U0.0 5' NIA 6" NIA 7'- N/A 7- NIA NIA NIA 7(7Q) LESS 6- NIA 6 T/Y NIA T NIA 6 1/2' NIA NIA WA 7(BOTTOM) 5' N/A 6' N/A Y N/A 7' N/A N/A IIIA 7(BOTlON) NIA N/A 12'• n'• 17'• J1'• 17'• 6'• r2'• 8'• B'(RLP)• NIA N/A 17' 6' 12' 6' !2- 6- 12' 6' 8(IOP) NIA NIA 17'• 12'• 12'• n-• r7'• 6'• 12-• 6"• 8(BOTTOM)• NIA NIA 12' 6' 12' 6' 12• 6- I7' 6- 8(807TOG) NIA NIA 12-• 12'• 12'• 12'• 1'• 6'• 12'• 6'+ 9(IOP)• MIA IIIA 1. 6' Ic"^' G' 12' 6' 12- 6 9(IOP) 12' 4 1/2- 12' 12' 11' 12' 12' 8 1/2- 12' 8 1/2' 9(BOTMW 9• 7' 9' 9' 9- 9- 9' 7- 9' 7' 9(007101) 9' NIA 9 I/2' N/A 10' N/A 9 f/2' NIA IIIA NIA 10 imp) 7" IIIA B' NIA IO- I//A 8- N/A N/A 1!/A 10 crop) 6' NIA 6' N/A 6- NIA 6- N/A NIA NIA f0(BOTTOM) 5' /✓/A 6- N/A 6' NIA 6- NIA N/A IIIA !0(MOrTOAQ B' +1/2' N/A IJ/A N/A N/A R' 1 I/2' B' 1 I/:' 1 L(70P) 5' /' N/A NIA N/A WA7' 7- 7• 7• !lA(rop) 9• 4 1/7' N/A NIA N/A N/A B' 4 1/7' 9- 4 1/2' 11(SONOIQ 3' 4' N/A NIA IIIA N/A 7' 7- 7- T II(sorrOM) 6" IIIA 6' NIA 6' N/A 8• N/A IIIA WA 13(TOP) 6' N/A 6' WA 6' N/A 6• ILIA NIA NIA IJ(TOP) 8• IIIA 6' I N/A I 6' NIA 6' rJ/A NIA NIA 1 r3 010170M) 5 NIA 6' N/A 6• N/A 6' N/A N/A a/a a(BOTroMJ •USE 6'OC FOR PANEL LENCHTS LARGER THAN 10'-O'ANO USE!7'AS SHOWN ON SCHEDULE FOR PANELS LFNu MS FOW OR SHORTFR MW 10'-0' 9N�BS2'iE•FND ./MAXIMUM ANCHOR SPACOIGS ARE YAMO FOR 3 I/2'EDGE DISTANCE:FOR E0.LESS DWI J 112. M REDUCE ANCHOR SPACMG By ARLBPLYIJJC SPACING SHONN ON SCNEDV_E Rr'THE FOLLOW51 FACTORS ANCHOR TYPE ANCHOR (NOTE WA ED.IO.R SOUOSEI ANCHORS Y J77 SPACING FOR 770S OPERt71ON TO BE POSSW.&REDU:FD SPACING 09TAI14ED LWNC FACTOR SHALL NOT BE TAPCLW(HECUTAR OR SO)PAN£WATE OR PANEUI4TE MLS J' LESS ZMW MANIIJUM SPACING INDICATED FOR FACN ANCNO.R TYPE AT AhrmORS LECE7N0. E.fA _EDGE OISTAfXr FACTOR SOLID SET J' ACTUAL E O TARCON(RE'GMAR) SO. TAPCOIN.PANELMATE OR PANELIMIE NAS SOLID SET 85 .75 2 1/2' - .71 ,5p 11 if plllal4Aa 11 p, . I r7' .JS - q,91_p'a,y,OC•q�s /r L/ :w qq FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) a° P40.44167 C7017 Turco,INC: 0.050" BERTHA ALUMINUM STORM PANEL LG ° (2.00" DEEP) Dtaslrlm EASTERN METAL SUPPLY, INC °'DATE-" 4268 REST ROA05 ORNE '• �� 4• 15 Y REST PALM BlACN,TL 31401 IX? TILLIT TESTING 3 ENCMEERING CONPANT a�Y ��•��� PHOrJE;(ser)209-F1zs3 FAr(ss1)B+r-nus GIN=N (` f 6ai6 xw 7eu,sL,s sm,L!IeIeL 9AL'.rar.;,n Salus r (.s%)e11-1N� om mcoot cuL BRaM1^,IJC Nn tl`lL Ee-00068 m r6-0.s iAr/I. a� ..I WALTER A DWS'Jr.,P.E. SHEET i1 of/7 FLOWOJI Lie.44167 WIL114-o TAPcorJs112 1/4'0 TAFCONS TNRFAOED PENErRATON i'Y/1 r/2'MIM ,r THREADED PENFTR7R07J II;� TO COSTING WOOD THREADED PENE7RAT6V '�' TO EXISVING77 WOOD W/7 1/2'MIN. !: HEADER.(SEE SCHEDULE) TOE UNO W000 HEADER.(SEE SCHEDULE) THREADED PENE'7 PON _LYSO• ! IrHFADER.(SEE SCNEDOI.E) t -O EX3BNC IYOOD 13' NDIOFR. (SEF SCHEDULE) 1'.; _�. Cant. 1•'wn•� o I 11.125- 300' r F .250' ° 47 Z I .. .I n :W000 NGDER i Hoop 1f6m Cdrt. WOOD HEADER ' I RO00 HEADER -'Q1 � �RIOu:RED 'REWIRED i REWIRED I REQUIRED -y' —1• SEPARA770M ..__ __.. ;W 10 CLASS ' �n I - -*— i n I i O ry i I. : .EPARATIO �ARATlON I I I STo DUSSJ CLASS I I i W i �' OPTION I f I � ALTERNATIVE 3A 1/4S'0-20 Y J/4;1 f14'a rAPCONs —� ' SBOLTS W/7/e'Y y• / y,• 3/J2•WIA AUT B= W/r 1/2•utm 'r -r , 7•Mn. i 12•D.G __^ -._,. THR&1aEO PJJVETIUIDON r SEPARATION ' 4 +' /{—To EXISTING WOOD �-TO CLASS w ! / HEADER.(SEE SCHEDULE) tI Ic Cent j ` `(OPEN POSIT=+J a ��" 114`5 TAFCONS W/1112-Mn. THREADED 2�' ':j T - I PEA•ETRATOON O M;IVIDIN '1 i ,.M•R,.,;,; OF PLATE(SEE SCHEDULE) SECNON 9 ANCHOR yam,• •f t E HOOD HEADER ' .500' I REOUORED •�t —�•g C r�,.';. "�: .'�6 caaE -~OPT70N tP a 7/33/32'MG Nur -2'x 4'P411E ,1,f @C'wt `2•RE 4Wr Ar ALTERNATIVE 3A $ �EA.S7U0 FnwNm .. + ' ' S RELY57APCON51/2'Min. - 4 1/4'0 TAPCONS _ _ _ 4444__-.._ ... .__ _ 7 , 7 7HRFAOED PENET.N t- W/1 112'Mme.THRaam �., l 1" p 9/0IOD7H OF PLATE.. ._ PENETRAn07I 0 14TWORf I'Min SEPARARON (SEE SCHEDULE) Or PLATE.(SEI SCHEDULE) TO CUSS !•I. SECTION EY MJCHOR 1//4'0-20 x 314' L2-.4-FOX \J�CONT.••"Ae• SS 80175 W/7/B• , Y Rf014Rr5 UEWATIVE 2 ?320.WNG NUT o_ SEPARATION -I 10 GLASS O �t'u W I� .SOD' ` .. �t t•a W� Cont. 1 5EC710N®STUD / L�.� r 713'x J 32' ,�„ 1 WE;J RY STUD a 91 TERNATIVE 4 ,t A 6 12'O.C. : SCALE:1/2' T' .!7 {J;f' ^✓�.W sE eJ _ ; �� Ytw7rem,•,''. `fit •,(�L� y. 'JER':. c 1APC0IISits '''14P+'�',4° NOTE FOR COMBINATION OF SECT/ONS: '` /1 112'Min. THREADED +N07F;SNAP CAP CI�J T ^��� e ,.GR"`''J PFIJE7Td4UON®M/DiWDIN REtAAIN CLOSED AT N N •�•x ftL� 76 ---�•�S %iLLL MOUNNNG SECTIONS CAN 8E OF PATE.(SEE SCHEDULE) HURRICANE CaJDLBONS. •'•.s/>r1�17 rt h COMBINED IN ANY WAY TO SUIT ANY ASTALLArION. UILDING CODE tAL ERNATIVE 3 (Non High Velocity �lurrlcane Zone)2•„•F,Arz i.` --��nL REOtYPED ;: ss3n T71TLro,INC 0.050” BERTHA ALUMINUM STORM PANEL L.R •. SCALE r/2'= 1' ' NOTES: (2.00" DEEP) DRAWN Be. I-"- • i. rNSTALLARONS ARE ONLY LAUD FOR JAAX.A.S.O.DESIGN PRESSURE RATIN 07/25/77 SECTJON® STUD EASTERN METAL SUPPLY, INC a AND PANEL LENGTHS AS PER SCHEDULES ON STEET 2 1 L ECO 1 a C. 4263I4EST ROlDS PR,W ALTERNATIVE 1 2. SEE At1'WOR SCHEDULE ON SHEETS r6 d 17. TILLIT TESTING h ENGINEERING COMPANY BEST PALO ELACM FL'T 3407 17-097 SCALE r/2• 1' 6TfT Nal.a4M.S 4{a.x014 WRT9 9NIGGIS.n 31151 DH(M'E('51)209-5z53,1".. 1-1716 S FOR NEW WOOD FPAME CONSTRUCROM•L4000 MFAIBERS TO BE SOUTHERN Ncc.:(]OJ)0l7-Isw.lb :(ua)w-1171L`RAWING tk PINE At..2, W1 SPECIFIC DENSITY OF 0.55 OR EQUAL. EB-ODDa7T9 IYALTER A. Lim Jr„PA:. a0 la"w BXEET l2 or 17 ROAILIA Lie 44187 t • , W 7 � 1/4'0 TAPCONS WOOD TRUSSES OR RAFTER— HWD IRLWS OR TER 1 1/2 4". THRGOED 0 24'O.C.AWLAWED �, 0 24- BAI 0 c.NrouwED- "• E P ....' ' . 1 PENETRATION TO£AXISRNC _.-._....�...._ ....-._.._._.. __._y,•-_ ...._..y..--_... J WOOD H£ADER.(SCE SCHEDULE) t----- _ !-----"---- .} -.500' ---- ,ii00 c.5on• — -p0• 4 . EO AFn.(BD6J-T6f At- TUBE W/ ! ;//4b X J/4• 1 i (J)5/16-0 X t/ib x J/4' -� 2• I� . NC sLKE1ss ro IfIY URDFX In :•,.::::' ! j !L141 R 11 I ; FACH J06T. TEK$CgflYS _ I f7fK SCRLIYS eY.'OD hEADER i i ,0 s'aa 4 Cont. N NRnYlDi7fOOF i IL1�,LJ I REOLARED ; i 1 ! E7riST/h'G 15'OOD I Cord. ,. ,, i I R MEMBER(2'Lr / 1 NOMrNAL 117DlH) I/4'0-2C X , I ;WOOD HEAD REOWRED ER i S.S.BOLTS w r ' t -O x •:v THREADED 1'1A'n.sEPARARON ; W%7/8'x 5/32? iv 7O r.[AS,S 1 PENE7RATTaV Wwo NUT 0 i OPTION if 1 AVELTERNATIVE SA ALTERNATI6A ALTERNATIVE 7A T.. 3 n SCALE: 1/7'= I' "+ S1YLE:1/2'= T• N ' ?z(LIMITED TO +600, -66.0 p.s.(. DESIGN LOAD (LIMITED TO +60.0, -66.0 p.s.f, DESIGN LOAD t� --''•—,- ,- AND UP TO 9'-0"Max. PANEL LENGTH) V AND UP TO 9•-0"Max. PANEL LENGTH) ISLI* A!".114 N �'I W W1 ! S j--_ i -'•--1 W '�'-'-- _._.._.__ — _�__ z �-TO CL4S5 1 770? D PENETRATION r To W77AG WTYJD ; $ 'NEC (SEE'SCHFOt/LEf i ! 7'M✓,. i7/B'x J 2•` I 1 F tMu. /3 •�Can}, e-�,A(dq f STO'GLASS o j T7 CU55 1 EL'ERY STUD CLASS 7/8't J/32' i 1 1 Mn i £VPGRNUT D 12 TU i S3 BOLTS '. } EN J cool. � 'nfna Nur�� � w � . T X 6 WOOD t n i ` '12' I WOOD H60ER , 3 DECK REO'D. i 3 I DECK6RfOb- !REQUIRED i i i 7 /� ' Cord• .._„_,_�,_1 2-X 4•PSA 1.. REOU/RED 1/4•a ELCD PANEL ',.. ,__..--�. W__—..._._.__. ;:i W/2YATES OR S.G.TAVED --_ __..._� ..�--..- _ ': W/2'MIN IYREADED ALTERNATIVE 5A --- ---� _ ` �-- � - PENf7RAT7aV O NIDWID7H i �,•_ — - i --��_''-_.._ � �PUTS TYPY.AL TOP TAPCONS 1/4'P TAPenus M1 ALTERNATIVE 8 "sy11 •"'' W/t 1/2'MW. 'aC rr� THREADED PENETRATION ThREADED1/2-Lev. SCALE 112'-1' 1A'\�+� ••C•�•., �'�j/ I SEP SCN£DULE A 7' ' ALTERNATIVE 6 (sEEscH£aDLEf '.•�.IC..rrS� i ALTERNATIVE 7 ! i SCALE: 1/2'-I• In � T%B• J/J2' SCALE:1,3- 1• s A $f RING our o Jr p ^� 0 12 50.C h'OffS: A,. TASt�4+rl 1,INSTALLATIONS ARE ONLY VALID FOR AM.A.S.D DESIGN PRESSURE RATING - NOTE FOR COMBlN47/ON OF SELRONS: BECK REOD. AAS••., : t-",• AND PAHaS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS 1011) ----•----------•- �, .,,�RIU•. w4s•5, 2.SEE ANCHOR SCHEDULE'ON SHEET 18& 77. NALL/FLOORIMUNG fAOUNTING SECTIONS CAN 6£ - ASI $.•A,••• ���\ r.' COMBINED IN ANY WAr TO SWT ANY INSTALLATION tPAI� 5.FOR NEW IVOOD FRAME CONSTRUCTION:WL7D AIEMBERS TO BE S0117HE11 �•1a.r.r1'�•• ,_...._.._____ ._......_.,.,._._-._-._-...__._.. FINE No.2. IV/SP£CIFTC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 DLIECO,wC 0.050” BERTHA ALUMINUM STORM PANEL L.C. r (2.00" DEEP) DRAWN By, '•//Ib TAPCONS 07126117W/17n IAN EASTERN METAL SUPPLY, INC WE. TNWAOED r£NETRARpH (SEE SCHEDULCf 4268 V)r$T ROADS O4NC ALTERNATIVE 5 ZTR ���L1r 7EsrMG h ENGNEERW COMPANY BEST PAW BFACEL EL•1X07 17-097 N:5 NR Ssin N 5".EN(NEE I N C 0.ANY MICNE•(561)209-WA 4 F(M4071-1716 ax..,t505J�+-lax.ra.:txevn-lall ®,.w m'mrail eu: orvunan OR4'A'P+G Ne EB-OD08719 SCALE: T/T-= 1' V/ALIM A,TILLR Jr.,P T SNEET 17 Or 17 ELOI40A Ile.44167 N /� VIGODTRUSSES OR RAFTER 1/4-0 LONG ELCO 0 24.0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W1 2'Min. THREADED PENETRATION i— TO EXISTING WOOD H (SEE SCHEDULE) .500' I"x 4 118' Mill. (606J-T6) WING NUTS 0 12'10 716'0 x 3132" Af.m. TUBE ;V/ .C. (3)5176"0 x 4' 11410 x J14 JAG SCREWS 70 16WIl EACH JOIST. SUIL'D,��X LOCATE SCREW SCREWS ContAT MIDWIDTH OF WOOD HEADER @ 6"O.C. EXISTING WOOD REQUIRED MEMBER (-?-mm. i i I NOMINAL WIDTH) W/2.m;,I. THREADED SEPARA71ON 12 --1 SEPARATION PENETRATION. TO CLASS 6 1 TO GLASS En 12 A L TERNA TIVE 1 OA 718'o A 3IJ2' WING NUT 0SCAIF: 112'= I" <rcRY SrUD (1.10TED TO +60.0, -66.0 p.s.f. DESIGN LOAD NOTES AND UP TO .9'-0"Max. PANEL LENGTH) 1. INSTALLATIONS ARE ONLY VALID FOR AIAX. A.S.D. DESIGN PRESSURE WING &PANELS LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) T-' 2. SEE ANCHOR SCHEDULE ON SHEF7 16 & 17 3. FOR NEW WOOD FR414E CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, V11 SPECIFIC DENSITY OF 0.55 OR EQUAL. 7180 y 3132' o WING NUT 0 EVERY STUD 0 12"0. C. NOTE FOR COMBINATION OF SECTIONS LZ 1 1 2'x 6 V10 ........... Vf, rtl WALL/FLOOR/CEILING MOUNTING SEC77ONS CAN % cont. OD DECK BEN REQUIRED COMBINED IN ANY WAY TO SUIT ANY INSTALLAT10% !it' % 1.000" (NO FINISH MIN. ALLOWED) 2"x 4'PLATE Cont. REQUIRED 0 TAPCONS !114 W/ 7 112-Min, THREADED PENETRATION 0 AIIDIW07H OF PLATE. (SEE SCHEDULE) -:S- 1/1'0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity urricane Zone) iV 1 112 C2017 7XMCO.Ma 0.050" BERTHA ALUMINUM STORM PANEL Le. A L TERNA T1 VE 9 A L TERNA TI VE 10 7,EF HRrA,6,gD,,pE,,NErR4 TIoN (2.00" DEEP) "NN ft SCALE' ' 112"= I" SCALE: 112" - I" D71261t7 EASTERN METAL SUPPLY, INC a4TE. r7i-L rEC-0,.,.\ 4268 WEST MAIDS Mr INSTALLATION DETAILS ON EXISTING WOOD BUILDINGSTILUT TESTING&ENGINEERING cGMPANY 6ZSr PAID M04 FL IM7 17-097 PNOAt-(561)203-82a rAh'(551)B41'-17.16 ORAIrNG ft WALTER A.TILLIT k. P.E. 1504 SHUT 14 or 17 rLo;UoA u..441 1 1 /�/x I 718a Alin, EXISTING -0 1 FXS TPA 1145 2 1/4 0x8'ULCO 17R)Ie PAVEIAWr PENETRATION At- BRICK Jr BRICK VEINER I/ X8 ELCO MID PANELAWATE TVA ANCHORS OR 114-0 TAPCONS TVAS ANCHORS OR 1140 TAPCONS (SEE SCHEDULE). (SEE SCHEDULE). 7 .500" cont. 07 250" X 250' hfaK--..- WOOD WOOD HEADER HEADFR REWIRED REQUIRED COSTING EXISG -STEEL ANGLE uNTE1. STEELnAIANGLE LINTEL AS APPLICABLE AS APPLICABLE Ar.. 1,0,, SEPARATION TO CLASS SEPARATION f TO GLASS OPM li OPTION ALTERNATIVE 11A ALTERNATIVE 11A No 1. INSTALLATIONS ARC ONLY VALID FOR MAX.A.S.D.DESIGN PRESSURE RATING 9 DUSTING AND PANEL•S LENCTHS AS PEP SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) 2 4 BRICK SILL 2. SEE ANCHOR SCHEDULE ON SHEET 16& I7, 3. FOR NEIV WOOD FRAME CONSTRUCTION: 1,1000 MEMBERS TO RE SOUTHERN PLATE PINE No. Z III SPECIFIC DENSITY OF 0,55 OR E-0-1. I-14ASAIWO Al APPUrJ&E NOTE FOR COMBINATION OF SECTIONS PEAW77RATION RIS WAIL/FLOOR/CEILING MOUNTING SECTIONS CAN BE - ----- cotfaINED IN ANY wAy To SUIT ANY INSTALLATION. :0. EXISTING 2"r 4'STUDSz 16'O.C. REVID (bC.I. XISTING Min. 112-PLYIVOOD \ EXISTING 1/4•z x aft ELCO male pANraArE I REDID OYP)W1 FASIFNINr BRICK SILL . 114'o-ZO r 314' TvAs AmcpaRs OR 1140 rApcoN-1 10 STUDS As PER (Ser SCHEDULE) To EVIST.TTIG PLYWOOD. SECTION 2304 OF THE —S.S SOL IS HF/7181. FLORIDA BUILDING CODE. JIJ2-H?7NC NUf 0 12,0 C ALTERNATIVE It BUILD-OUT INSTALLATION SCALE: 1/2'- I" ..• ........ VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 p-s.l. FOR UP TOFLORIDA BUILDING CODE (Man High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREArEp owl;,ALIECO,ms. 0.050" BERTHA ALUMINUM STORM PANEL LA THAN 78" UP TO 108" (2.00- DEEP) Dm HN ay. DATE, EASTERN METAL SUPPLY INC �EC 0� 420 WEST ROWS mw INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILLIT TES71NO&ENGINEERING COMPANY WEST PAW ACACK FL M407 Ts" -* V -, FHOME - 17-097 j 6d., V (551)203-8250.FAX Fl-:WWAI= F"2 a.. V Ab VALTER 0066719 FLORA6 TLU;..a Jr..P-E SHEET 14A OF 17 DA • WIA _y___ r/ o rAncays w/ I r/2"A6N. 7HREtDEO PDVEIRATION 70 EXISTING IMOD HEADER. !//4 0-20 S S.AU(CMNC (SEE SCNEDULEI ClOLT— Il/NUI&WASHER 1z•D.a g 16 Conf. EVERY sruD a r2' 2 1 o rz'a a V ' -L� cont 1 w'000 HEADER REOLVED 1 O 1 � —I"Mfi.SEPARATION - I TO(,LASS i '_I-M:n.SEPARATION �. 1 ...__--�_..__.,_._.._._._.. __. •_.... ._ hl '� TO GLASS ' J/•r' ' Z SS BOLTS W/7/ (r NL?O 7 NO"T C, 0.G C 72-a G. -- •'2x4•WCOLT 1' 1-�y•. 2 x 6 WOODIPLATE REO D. -CECX REOD. {1.000• y i Lanf. .._.._—_.._....._.-___..•_. ._.._-._..-.- -____� 1/+G TAFCOr1S, 7/+b S (DOR O I G. TAPCONS OR f/4C --...,........- ......._-_,. "� PANEL MATES N%fUIL O5 OR 6 Conf. THREADED PENETRATION TO r/+0IAP CONS PLYWOOD.(SEE S0XDUL&) W1 1 I/2"MN EXISTING Min. I/2"PLYWOOD MREADED PENEPATION REDO(TYPJ W/FASTENING (SEE SCMDULEf TO ST1105 AS PER SECTION 2JO4 OF THE ALTERNATIVE 13 FLORIDA BWLDINC CODE. SCALE:l,l- I" ALTERNATIVE I SCALE.1/2•= I" NOTES: 7. INSTALLATIONS ARE ONLY VALID FOR AW. A.S.D. DESIGN PRESSURE RATIN(, * VALID FOR MAX. A.S.D. DESIGN PRESSURE RA77NG +.50.0, -60.0 p.s.f. FOR UP TO AND PANEL'S LENGTHS A5 PER SCHEDULE'S 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 76& T7. THAN 787f4I01W,498" J. P�NE N0W 2.OtY/SPIFfCFRAME ODE''NSf7YTOF•0`6�ORAE4UALS TO$E SOUTHERN pL •. ;tJ(1i �,�.,p ,Oo V \vt���•'•,''f'' v �• No.44167 - FLORIDA BUILDING CODE (Nod High Velocity Hurricane Zone) AWE FOP.COAf8X4RON OF SECRONS: ' --2017 AXOD,IA'G 0.050" BERTHA ALUMINUM STORM PANEL La (2.00" DEEP) DRAW sY. WALL 4(Ot1N17NC SECTIONS CAN BE 07/28/f7 CO)VOINED fN ANY WAY TO SWT ANY INSTALLAWN. F ,:'•. ,�' EASTERN METAL SUPPLY, INC VA M' 4268 NEST RODS ORNE EST P"BLN,PL mw TILWT TESTING h ENGINEERING COMPANY PHONS.'(551)2a?8253r.LAC(56f)841-1718 17-097 •-••' Rov:(YllJtI1-1510.fn:(ro57'n1-15.11 ® yn DRAIIII4'G No EB-OD06719 o�1ltitS 27n/1 WADER A RLL17 Jr.,Pn L,,,DA l;e Asi67.E SHEET IS OF MAJCIMLIM e S n n S-M FRFSSM RATWQ (pad.) AND CORRESPONDING MA�xrNUM AI►CHOR SperING SCAEDULE FOR INSTA_L4TIONS INTO WOOD FRAME BUILDINGS RATJIIAI 0000 rASfAERS A�1E T9 ASMD�PWEN 61100 FASTENERS MP11GtB1E ID uva" now rA37LN-7+6 AFP7MA97E 70 ASO,OLST4I AtT1AwlnLS/a W..w Awn Aer718W7n4Y♦♦a (WNWI PAIn ASQ d'S/CN PAlRWR3 Ae7F1�uTM14S o- "Nam PANFL PRESSNRf RE6W.4R SGTIFLVN Av m m NH COIIHIYAINM' IG:GIN 7-(R) FWMURE RT6L'TAR 96,—MI FA4HIPRS M•r COYH�N L IlTGIN L'(R) p;?Im a MGWTAR SG t9bOY ap ANr Lt]I®AW4, fEA6f//7•(/IJ IUMV(P,I) TAAMO i 5�mw KAS OF MEU FA)4YG("/) rAPCONS PA1P m w fY Twu 20WG(PsI.) PFO.YIS —It 1rA9 OF ONLU 12' N/A WA f(rap) 12 N/A N/A I(TOP) I2- NIA N/A 1(ICP) 1. N/A N/A 7(BOTTOM) 12' N/A N/A I(60770M) 12' IIIA NIA 1(BOrrOM) 12- N/A WA 2(TOP) 12' N/A N/A 2(IOP) 12' NIA N/A 2(TOP) 9' N/A N/A 2(BOTTOM) 9• N/A N/A 2(807709) 9' NIA N/A 2(BOrTO.N) N/A N/A 34((OP) 9. N/A N/A 34(WP) 9• NA N/A 3A(TOP) 9' A'/A WA 3(BOTTOM) 9' N/A N/A !(BOTTOM) 9• NIA N/A 3(BOTTrw) 72• N/A N/A 4(TOP) 12' n'/A WA 4(70P) IT- NIA N/A 4(TOP) 12' N/A NIA 4(007709) 12- N/A N/A 4(BOTTOM) 12' NIA N/A 4(607CM) g- NIA NIA 54(TOP) 9' N/A N/A Sq(TOP) 9' NIA N/A 54(TOP) 9• N/A N/A 5(BOTTOM) 5 7/2 WA N/A 5(BOTTO)W) A• NIA N/A 5(BORC4) 9- N/A N/A 6(00170M) 5 7/2 N/A N/A 6(so—ml 8' MIA N/A 6(BOrTOM) +4ao, -4ao 0 1/2' NIA WA 7(BOTTOM) B'-0' 440.0, -40.0 5' N/A WA 7(BOttOM) )8'-0' +40.4 -40.0 9 1/2 NIA N/A 7(BWTAI) BORO' OR TJ'-0• +60.0. -60.0 WA 12' 12' 0(mp) LLSS CESS N/A 12' 12' B(TOP) LESS LESS N/A f2' 12' B(tOP) N/A f2' 1T" 6(BOTTOM) WA 12'• 12'• B(BOTTOM) N/A IY 12' B(BORON) WA 12- 12- 9(70P) N/A 12'- T2'• 9(rap) NA fY 12- 9(TOP) 12' N/A N/A 9(BOTTOM) 12' N/A N/A 9(BOTTOM) 12' N/A WA 9(BOTTOM) 6' N/A N/A 10(BOTTOM) 5 //2' N/A N/A 10(BOrTOM) 6• /1/A 4W�AI-3 Or7oM) 9- N/A 9- IIA(TOP) 9' IIIA 9' IIA(FOP) 9' NIA 4 ROP) 4- N/A 4- 11(BOr70M) 4-•• N/A 4-w 71(BOTTOM)•• 9-• NIA 01709)6. N/A N/A 13(TOP) 6- WANIA IJ(lOP) 6N/A (TOP) N/A N/A 13(BOrTOM) S 1/2- N/A N/A 13(COM-) 6N/A 17709) 4- 4• 4- 74(BOTTOM) 4-•• 4'•• 4-•• 14(BOTTOM)" 4'• 4•• 1 4-• 1 14 morrow) • USE 6'OC SPACING FOR PANEL LENGTHS LARGER PWI 10'-0-AND USE 72'OC VALID ONLY FOR UP r0 tsar, -60.0 P.st NAA'.ASO.OESIGN PRESSURE AS SHOWN ON SCHEDULE AOR PANELS LENGTHS EpUAL OR SNORTER THAN 10'-0- RATING WITH 78'MOW. PANEL LENGTHS OR FOR UP TO+50.0, -50.0 PSJ- M4X.AS..0.DESIGN PRESSURE RATING K7Tl 96'Mata.PANEL LENGTHS VALID ONLY FOR UP TO TOB'PANELS LENGTHS. 1 IIIL1<LA.r3T.^.yA' FLORIDA BUILDING CODE (Non High Velocily,Hurricane Zone) �15 4J4 x2017 RLrECO,DAC. 0.050" BERTHA ALUMINUM STORM PANEL tP (2.00" DEEP) DRANK 7 yy IL EC O qac. EASTERN METAL SUPPLY, INC DATE:\ 4260 I*Sr ROAM TILUT TESTING!ENGINEERING COMPANY NEST PAW BEACIL n-mw 17_097 %#' ''••�. •. •�ipL�•'.t`V' m.e x..!cu. wc.rA unuao,n afca agave(sHI)2o9-Bls;FA.w(661)041-f71s PIPb 1 LxA),r1-1,70.U:LI0 NA-1511 KY.W aQ�yr ooc R'/.u DR16N1G NO EB-6008719 WALTER A TLLR Jr.,P.E. SKEET 16 OF n FLOMDA Lt..441 G7 4 f V DRSDRSIGN P RWSURK 94TING O E IAMC" MACM SOW= FOR IIVST LUMO S YT6 woo ROME RML2WGs N4MV/uY A1A1.0 FAS1p,TR5 APPMGAB7I 1p "w u6 NMR FAST&IM A4k,4Wa to ASPS RMAAR Pu14Y11L4 ALIERNA11yr6I A 1M.YLMW PAIdL SO.D 9 RcGu(M M'CxWtC A'ILRfNiMi./NR M4XWW PAka. 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NIA NIA 54(mp) 3 lI2' NIA N/A 5(BOTTOM) 4• N/A NIA J(BOrrou) J" N/A N/A 5(60rrow) 3 112' NIR N/A 6(BOTTO'J) 4- NIA NIA 6 laor u) 3' NIA NIA 6(BOTTOM) +50.0,-60,0 J 1/2• NfA NIA 7BOTTOtJ) g•_p• +400,-40,0 J 112' NIA NIA 7(BOTTOM AB'-0' +H0.0, -9G.tl ( J J' N/A NIA 7(907TOM) ?'-o*UP]n - OR UP TO Up TO 11P TO OR fsao.-90.0 17/4 12` 8(r0P) LE55 +60.0, -60.0 NIA 12"• B`• 8(TOP)• 12•-6' +100.0, -tJ0.0 NIA 12' 6' B(TOP) LESS NIA 12" 6' B(BOTTOM) NA 12'• 6'• 8(BOTRAJ)• MIA 12 6' 6(B01RAM) MIA 12• 8' 9(TOP) N/A 12+ b» 9(TOP) NIA 12• g' 9(TOP) i f" 1!/A NIA 9(BOTTOM) 12' NIA NIA 9(BOTTOM) 9' N/A NIA 9(BOTTOM) 3 7/2' N/A NIA f0(80HOM) 4" MIA NIA t0(907TOM) J' NIA NIA t0(BoROM) 9' NIA 9' $?A(TOPj t2` NIA 10 1/2' 1J(TOP) 5' NIA 6' IIA(TOP) N/s1 AA NIA I(BOT7011) 4••+ NIA 4'.s 11(501TOM)•• fJ/A NIA NIA I(8070M) 6' NIA NIA 13(top) 12^ NIA N/A 13(TOP) 6' MIA NIA IS(RTP) J 1/1. 111A N/A U(BOTTOM) 4- NIA NIA 13(BOTTOAf) J' NA WA tJ(60rrag) NIA NIA 1•'/A 14(Barw 4'•• 4•a 4•se t4($07TOMJ" 11IF N1A NIA 14 Wray) NSE 6"Or SPACING FOR PANEL LENGTHS LARGER THAN 10•-0•AND L5E 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS COLAL OR SHORTR THAN 10'-O" s• 'JALID ONLY FOR UP TO+50.0, -50.0 p,'f LOOT.A.SO LESION PRESSURE RA1WO WITH 105'Mo..PAAEL LENGTHS 7J6ilil1P9>j�s FLORIDA BUILDING CODE (Non Nigh Velocity Hurricane Zone) 0,�} c200 WE=INc 0,050 BERTHA ALUMINUM STORM PANEL. L.C. �1 (2.OD" DEEP) v"W Br ' 4 EASTERN METAL SUPPLY INC 9TWm6 • 4 4 .^ l�.�Mc. x nA1n 4268 wc5r R06?S A. V4 , ., rt TiWT iESTMO h ENOINEEAiNO COMPANY 1561 PALM 253. ft.33fm xw.xeu."1,s�xas,vachu cAwe:s,n.u,e cwaRE:(5511289-aaST.FAr.(B61)e+f-ut6 17-097 (xex)xTi-Ixxc.fm:(Yb)xrf-1551 eN.a m� Wa m 4 P®san Nt1i CAAN1kL`Fb EB-OOOb719 ... a 1YALTSR A TILLR Jn,P.6, our Ssux a SS EET 17 Or 17 ttoa�eA u�u1 B7 v j�