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HomeMy WebLinkAboutProduct Approval 1/11/2021 Florida Building Code Online en lip a. q t� BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge I Stats&Facts I Publications I: Contact Us I BCIS Site Map, I Unks I Search bpr a sa ,' Product Approval I USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail FL# FL11968-R5 RECEIVES 1+7 Application Type Revision Z�Code Version 2020 1 2 p�� 1 Application Status Approved ST. Lucie County, Permitting Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach,FL 33407 (800)432-2204 bfeeley@easternmetal.com Authorized Signature Bill Feeley File COPY bfeeley@easternmetal.com Technical Representative Address/Phone/Email OMPLIAN1 C Quality Assurance Representative S e 'CIF �j®`� Address/Phone/Email S. ®(;C Category Shutters Subcategory Storm Panel Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National creditation and Management Institute Quality Assurance Contract Expiration Date 2/31/20 Validated By John Henry Kampmann Jr. <a Validation Checklist-Hardcopy Received Certificate of Independence FL11968 RS COI COI EMS 0 040 pdf FL11968 R5 COI COI EMS 0.050.pdf FL1.1968 R5 COI COI EMS 24.pdf FL11968 R5 COI COI EMS CLEAR pdf Referenced Standard and Year(of Standard) Standard year ASTM E1886 2012 ASTM E1996 2012 ASTM E330 2002 TAS 201,202,203 1994 Equivalence of,Product Standards Certified By Sections from the Code www.floridabuildino.ora/Dr/Dr aoD dtl.asox?naram=wrFVXOmdnngYvlandnnr)nt7FelW.,.wntir-.r17..tir7sn4 13aoi13A ,,, 1/11/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 10/19/2020 Date Validated 11/06/2020 Date Pending FBC Approval 11/06/2020 Date Approved 12/15/2020 Summary of Products FL# Model,Number or Name Description 11968.1 0.040"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-180 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS 0.040.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max,span is 12'-0"for+25,-25 p.s.f. FL11968 R5 AE PER EMS 0.040.pdf and 4'-0"for+125,-130 p.s.f.for sections 1,3,4,6,7,8,8A, Created by Independent Third Party:Yes 9 and 11.See sheet 10 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.2 0.050"Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to (2.25"Deep)-Non-HVHZ-Drawing provide hurricane protection. Number 20-182 Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS i0.050.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max.span is 12'-11"for+30,-30 p.s.f. FL11968 R5 AE PER EMS 0,050,pdf and 8'-2"for+75,-80 p.s.f.for mountings without"h"header. Created by Independent Third Party:Yes See sheet 5 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.3 24 Gage Galvanized Bertha Steel corrugated galvanized steel storm panels retained or not by Storm Panel (2.25"Deep)-Non- tracks to provide hurricane protection. HVHZ-Drawing Number 20-181 Limits of Use Installation.Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS'24.pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:Large Missile. Max.span is 9'-8"for+30,-40 p.s.f.and FL11968 R5 AE PER EMS 24.pdf 7'-2"for+70,-80 p.s.f.for panels mounted without"H"header. Created by Independent Third Party:Yes See sheet 4 of installation drawing for other spans and pressures.Valid only for wind zones 1,2&3 as defined by ASTM E-1996. 11968.4 Clear Bertha Storm Panels(2 1/4")- corrugated polycarbonate storm:panels retained or not by Drawing Number 20-184 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ: No FL11968 R5 II DRWING EMS i CLEAR,pdf Approved for use outside HVHZ:Yes Verified By:American Test Lab of South Florida,Inc. Impact Resistant:Yes Created by Independent Third Party:Yes Design Pressure: N/A Evaluation Reports Other:Large Missile. Max/span is 10'-0"for+28,-28 p.s.f. FLi1968 R5 AE PER EMS CLEAR.pdf A.S.D.and 4'-0"for+305,­110 p.s.f.A.S.D desgin load.See Created by Independent Third Party:Yes sheet 3 of installation drawings for other spans and pressures. Valid only for wind zones 1,2&3 as defined by ASTM E-1996. Bactc Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:'RSO-487-1824 ' The State of Florida Is an AA/EEO employer.Cogy_riaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emall 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 www.floridabuildino.ora/Dr/Dr aDD dfl.asox?oaram=wGEVXOwtDosxYleb4oDODf7EcLX1Pc-JxOtiGnO7uh(:7fOt1178Mvnno/8d0/8tI 7/q GENERAL NOTES: NOTES. I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.£.D.)HAS BEEN VERIFIED FOR COMPLUNCE 1N ACCORDANCE B.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE,AND Cr TAP-GRIP ANCHORS INTO CONCRETE BLOCK W17H THE 2029(7M EAITIAH)OF THE FLORIDA BUILDING CODE.TMS STORM PANEL SHALL MR BE INSTALLED AT HIGH VELOCITY UNIT SHALL Be 1 1/4'; 1 3/8'FOR ZAMAC 941LIl1 ANCHORS AND I 1/B'FOR RED HEAD DYNABOLT SLEEVE ANCHORS HURRICANE ZONES(M/AMI-DADS/BROWARD COUNTIES). DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC17ON1609 OF THE ABOVE MENIION£O CODE, FOR A WIND SPEED AS &2)7/8'CALK-W ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT.NO EMBEDMENT INTO STUCCO REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALNY FACTOR Kd=0.85, SHALL BE PERMITTED. 1/4.0-20 SCREWS USED SHALL BE P 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' _ USING ASCE 7-/6 SHALL NOT EXCEED THE MAXIMUM(A.SD.)DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 5 THRU 9• MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THE ABOVE COND/TIOAL ULTIANTE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST 0.3)MINIMUM EMBEDMENT OF 1/4%x 314'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK.HO REDUCED TO A. D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER R1 COMPARE THESE W/MAX. (A.8.0)DESIGN EMBEDMENT INTO STUCCO SHILL BE PERMITTED. 1/4'o-20 SS.MACHINE SCREW USED SHALL BE 1 1/2'LONA.S.D. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER SIRESSED,A 33X INCREASE B.4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE IN ALLOWABLE STRESS FOR WIND LOADS WASH USED/N THEIR ANALYSIS, A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH 70 REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON NOTES/N VERIRCA77ON OF FASTENERS/N WOOD. at)AND 0.2)ABOVE. STORM PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.fs OF (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHORS THE ABOVE MENTIONED CODE AS PER ATL REPORTS/021.01-98R, /0329.01-00./0525.01-00 AND 80512.01-03 AND MANUFACTURER. /0617.02-04,AS PER IMPACT TESTING EQUIVALENT TO ASIR E-1996 STANDARD&ASIM E 330-02 STANDARD,LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2&3 AS DEFINED BY ASTM E-1996 STANDARD;AND/0221.01-01 PER 7AS 201,202 R 203 7 PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLuMNC INSTAUA77ON DETAILS SHOWN ON SECTIONS I THRU 8(SHEET 3&4 2.ALL ALUM/NUM SNEER METAL PANELS SHALL HAVE 5052-H32 OR 3004-NSA ALLOY. OF 9)EXCEPT THAT HEADERS 3, 4&5 SHALL NOT BE USED. 3.ALL ALUMINUM EXTRUSIONS gkMLL BE ALUMINUM ASSWiA710N 6063-76 ALLOY& TEMPER UNLESS OTHERWISE NOTED. & IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER/S TO BE STORM PANEL COMPONENTS 1 STUDDED PGTE AND Lj�S SNAP CAP ARE PATENT PENDING.ALL ALUMINUM EXTRUSIONS!N CONTACT ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED 10 CONCRETE,BLOCK OR WOOD FRAME WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION I11-6 OF THE 2015 ALUMINUM DESIGN MANUAL BUILDINGS, 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 9. THE INSTAWI70H CONTRACTOR IS TO SFALICAULX ALL SHUTTER COMPONENT EDGES WHICH REGAIN IN CONTINUOUS CONTACT WITH 50018 W/50 kxf YIELD STRENGTH AND 90 ks/TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 241f.d.S.4L 10. (G)THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA770H FOR A'517E SPECIFIC PROJECT; I.e. WHERE THE SITE CONDITIONS DEVATE FROM THE P.E.D. S. BOLTS TO BE AS7Al A-307 GALVANIZED STEEL OR A/s/304 SERIES STAINLESS STEEL. WITHu kd MINIMUM YIELD STRENGTH. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS 6.ANCHORS TO WALL SHALL BE AS FOLLON51(UNLESS OTHERWISE NOTED) PRODUCT,BASED ON THIS P.E.O. PROVIDED NE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SHE is THE CONTRACTORS RESPON518ll11Y. (A) TO EXISTING POURED CONCRETE: - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDER. (e) THIS P.E.G. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. - 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON).AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. (d)SITE ENGINEER O PROJECTS SHALL BE PREPARED EC A FLORIDA WHO REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE - 1/4'R x 7/B'CALK-IN ANCHORS OR ELCO male&f0ma/e PANELMATE"AS MANUFACTURED ENGINEER OF RECORD(£COIN.)AS THE DELEGATED AND WHO WILL BE RESPONSIBLE FOR THE SUBMIT USE IS THE P.E.D. BY DEWALT, INC.AND ELCO CONSTRUCTION PRODUCTS• RESPECTIVELY. ENGINEER RA RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER, SHALL SUBMIT TO THIS UTTER THE SIT£ EW - 1/4'0 x 3/4'ALL PO)M5 SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. HIS P.E.D.IFICRAWINGS FOR NE DATE (�) THIS P.. SHALL BEAR THE OAT£AND ORIGINAL SEAL AND SIGNATURE OF 7H£PROFESSIONAL ENGINEER OF RfC0A0 THAT NOTES: PREPARED IT. A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCOH ANCHORS IS 1 3/4'•FOR ZAMAC NAILIN ANCHORS/S 1 3/8 1. FOR ELCO PANEZM47E ANCHORS IS 1 3/4'AND FOR CF TAP-GRIP ANCHORS/S 1 1/47. I1.SHUTTER MANUFACTURERS LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. A.2)7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE, NO EMBEDMENT INTO STUCCO LABELING TO COMPLY P47H SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. SHALL BE PERMITTED. 1/4'1-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I' MINIMUM FOR WALLS WITH NO STUCCO. A.3)MINIMUM EMBEDMENT OF 11410 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'/-20 S.S. MACHINE SCREW USED SHALL Of 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST.AND T'MINIMUM FOR WALLS WTTH NO STUCCO- A.4)IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS THIS DRAWING SHALL ONLY BE USED TO INDICATED ON NOTES A.1)&A.2)ABOVE. OBTAIN PEW=IN THE STATE OF FLORIDA (8) TO EXISTING CONCRETE BLOCK WALL.- - I/4'I TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUILDEX. - 1/4'0 Cr TAP-GRIP ANCHORS(BERTHA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS; INC- - 1/4'0 x 7/8'CALK-IN ANCHORS OR ELCO male&female 'PANELMATE'AS MANUFACTURED ` y BY DEWALT. INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY. ��� ......,I/j✓, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) - 1/4'O x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY. Q•;•'' 02020 TILTECO,INC. 0.050' BERTHA ALUMINUM STORY PANEL Mp - 1/4'/RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY LTW. BUILO£X. y�.. \GEN$F'•;'P (2.W DEEP) DRAW BP No.44167 '__ EASTERN METAL SUPPLY, INC 7/84M 3* * *= 4205 WEST ROADS GAVE 0OL' TATE OF WEST PAW BEACH.FL 5b407 e P TILLIT TESTING&ENGINEERING COMPANY PHONE.-(561)209-6293 20-18.2 etas x.W.]49s St.5m xe,WRmeA n•Amxs,rL iste4 TAX:(561)541-1716 .Po.:csm)m,-,611 DR4MG Na •�� �` CA-00067s9 I011E 1¢v.M 66tlIP]YI GR / SSJ®IVA4�N,r.�*a WALTER A TIWT b.P.E. an name ron 6 SHEET r OF N FLORIDA Lic.B 44167 14.a43•(rorAL xrarN) -aa4s•(rorAL RIa,N) uw. xooG•Ira:. z zsso- 3 —12.00D (nrEL7rvE wroTN) —1 r6.G°G (nrFcmx 6ran0—I Rzs°r y ry ,.300• 4.SOG• - ,.SaD• 4.S00• 1.500- I.SGG- I.SDG• 1.300- E.] M ANGOar(rraJ I I u m A-Foar RI25 r F.I2S' .123• R.250- -Ow • h ^ • R21-nR.f25' Au 0 FUL ALUMINUM PANEL W/HEMMED EDGES @ HALF ALUMINUM PANEL W/HEMMED EDGES zxG" uw FULL R. O5 'U' HEADER 2m1• scar:4r-I- 15.,ID•(1mrm WIDIH R..f1D-(row*WM O J. Max. OUT .� I2.Lg6•(E7TEL7rvr IrmrN .1DG• R 1--- ) —� I-600G'(£riiCali IgOTN)—I rwir: _ s°:tE:.Vb•-r' 1.SOO' 4.500' f.300' 7.3W- /'5 0°• 4.500' 13W 1 ®As Amtr.,M[(p9J g 1 r2 AS APF"D1r(6P). 1 g r 9 8 2S 8 n ei 3 • .J74 .p .im' n.g ••� �1b I�Z723'�xm/------ --I 1--2 i23-y •/ , _ R067• I.D30- 200' O FULL ALUMINUM PANEL W/O HEMMED EDGES ANGLE HALF AWMJNUM PANEL W/O HEMMED EDGES 384' TRACK xoeG-Gac m STORM PANEL Q7 J 8'& O. 7A J 4'B. O. J71 srur:rp _r © J' GLE BUILD OUT F' TRACK . . rm• rl-o➢4 B1LIC swr:r/e-/ ..,• f TRACK ti no, r 6 s.s1w mrr r0 a"CFO 2 —; §d 1 �r.,2r aDr 3 'd AL7VLEC �T 2Lna . � ° MIX.I, i am a I Wd — a ..>� L O TRACK ANGLE .a73• I S.amm• I-f I SSSnW 18M14RD T° 17 2'x5'(AUX,)x1/8' DETAIL l: snm w/aE Gasr ZINC �d ox Ira) 11 2'x 5' (Max.) x .125'ANGLE ANI E o SPACWW SC1rr:J/e'_I• show ON-SECTIONS. ANDLE WITH STUD NICKEL RATED WINO NUI OP17ON ! OPTION 2 @ KEYHOLE AT PANEL EDZI .27 125' 1/4•.J01�/./SFR/E5 S S 7B6•f �RA27LGsm J/re• .686' ®,2-G.C. au,.d1._ , �J• xwmw� (J)3/8'0 NIXES � 73G/ .281.281 s,- -� Al/GP,A2 2.760`a,J' I res �dg mx ark Y� -f -- --- > 2,m f0 STUDDED ANGLE i7t' RIM8- M1 r 60W-/3 AAm AmDY .JOD' I.J7S• �.067• SO":Zo"-1• > © KEY HOLE WASHER 12A ROUND HOLE AT PANEL Al /16'NOTES \ "��D ]1m-xIN awn.OtOr AYr 114-0- �• (OPTION TO 12) FOR t/1 CKWr n -—- ss NACfm.'C - � ©STUDDED PLATE sarEw rAPenNs SOUL ro �. R 1�T1< �y� FLORIDA BUILDING CODE (Non High Veloolly Hurrlaon@ Zone) 12- 02020 nue°G,INC. 0.050' BERM AWMINUM STORM PANEL ¢P -I- _ z M _ Mo.44167TATE (2M' DEW) DRAWN Br *OF * EASTERN METAL SUPPLY, INC 71812020 L E C O (N 42m WEST ROM DRIVE DAM = wm 16 .;/16 X7 X14'LONG WALL PL•TE Ilk TILN TESiWG @ ENGINEERING COMPANY PHPALLI erAn1,FL SS.m ONE.(561) D-62W F P :�4t ems+K•. ^.�. s"�R e+,b rA6(661JE41-1716 20-•182 man yre_r // LOR1D ems.:l�mfeTCA-MO6710 m.w usmvle. an ay.w amw wn AuWDVG Ab r''risSIONAIE�Cd``�` WnoPoD�u il r 44P. m n sNar a Of 14 I—TOP TRACK I (SEE COMPONENTS SHEET 1A OF 9) gg CONCRETE ANCHORS (SEE SCHEDULE) I -gg h3Gx. I A7ox. 1 Min. 1 Min 0 0 0 0 0 0 _r_-_-___r_r_-_-___r_r_-_7_-_r_r_-_-___r_r_r_r__T_r_r_T___r_r_r� . I I I I I I 1 I I I I I 1 I 1 I I I I I I I I 1 I I I I I 1 I I I I I I I I I 1 1 I I Q W Z 1 I W J T1P O Z U Lj 2 II J CONCRETE ANCHORS (SEE SCHEDULE) Mox. Mox. T Min. 1 Min. 11(I(Illlill�lll/y� BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) SCALE. 1/8- 1• = o.44167 7 STATE OF °Q /l�� FIORID�` •�� �+ 1/4"Mox. GAP Ol 1/4-Mox. GAP T I FLORIDA BUILDING CODE Non HI h Valocify Hu can* Zone 02020 TILTECO.ING 0.050" BERTHA ALUMINW/STORM PANEL kP (2?5' DEEP) DRINK e7.1 EASTERN METAL SUPPLY, INC »+n- SECTION A-A I L E C O I N C. 426E WEST R&D 9 DflWE GqE.• WEST PAIL BEACH.rL SM7 iDLT TESTING h ENGINEETNNG COMPANY PHONE:(581)20G-626! SCALE: 1 8-= 1- 61'H•ml`m-"-•'06•` ^^ "%n�'^� PUL•((56113M1715 20—Jd2 17>w:(,>m)lh1-1110.rn:rya)en-1m1 CA-Gruff m.w NamlcN mrz Nn.w arm+ o�n OR wm Ho WALTFR A.TLLN Jr.P,E FLAWDA Lic.1 N167 m 17�T /lam l/2E7 2 Gr f1 rA1CM IAWC No""RED MEAD DrNABOS.7I¢AE.PL RED IIE.AD DM49&7,,Cr UP-GRP,C lm-W aS TAM]DNS,7AWC N1l[Pl,Rm FffM� o7N190LE CrCf FEMALE GRIP,CALK-W OR l0 COnf. �\ DITNDOIT.Cr TAP-MP,CkK- OR \ F1LY1 MALE/FEIdfE PANE,JLI7F TAICpRS ALL PONT SRA-5[f, CU'0 AWL/IFYAIE PAM lr \ ANGTIORS NAgp;RED r DITN80LT, ARO/ORS FLMME PAYC7AO7E Vt (SD:XgEDLIE MR SPACING) T GIDP,CALK-IN OR \ (SEE SLIIEDIRf FOR SPACWGJ .4 Cent. (gE�D(&f TOR ) I Cont. _ D. MALEJiElf"PAIFLNiE — g (SEE Soamur rDR SPACING I POURED POURED POURED POURED RED I CONCRETE I CONCRETE REQUIRED o RE,E A REQUIRED o RFOU/RED p I n R RED g I rya Ld I I h Ct � I � MINIMUM non ToI } \\ \ \ \\ I V SEI"MINIMUM PARATION TO I 1"MINIMUM S GL45S 8 7"MINIMUM h SEPARATION 70 1 w^ SEPARATION TO I �y GLASS j GlASS Li N aass 7/4•0-20 x J 4' I g BOLTS tl J/J2•WOIG NUi O 4 72.O.C I } I/4•I-20 x 4 I Lj 7/8"x J/J1"WING NUT I } o BOLTS W/7/ r O 12.O.C. O. CNC NUT O I I I POURED o / CONCRETE W I POURED CONCRETEftW J W I / W / �nS BLOCK WKL I COE7F I POURED J = POURED REQUIRED I CONCRETE CONCRETE REOU/RED Uflblq Aft PDavT SOLID-SET, rA`rm�5 Z.IIfAC ANeIFL RED -?O 7 OR CON0. Cant. REQUIR WALE 6 Cartf. I � O 1 �1��0-20 N.S 7AMAC ANSPL RID WAD DYNABO[I. oMMROET,Cr w '.GYx- OR O TAPOOVS zut4c NAan RIDD 2� I Nur o rz"o.C. OF rAP-fdbP.C"-N OR i \ - IILG M4E/RLVC PAAY7.WTE r? OpWdYT,CF 7M-I.VJP,CYIf-B/OV ELlD 7NLE/FTAtAtE AIAEFAGl7E D Conf. AAC/ILW$ IICO FMIE/TDOLE/kM7Y1TE TAK'OVS uWC N4IFV.RID AACRORS(SEE SCRIDI"MR SPAWVc) (SEE ScImu Fmi S%Cm) MEAr.]PS / ' EC M rFW E PMm rEp / 11 cone. (SFF SCREW"FOR SPA=) AVO,ORS SECTION®ANCHOR W Sa¢wRE FOs SPACM) WALL MOUNTING INSTALLATION BUILD OUT INSTALLATION BUILD OUT INSTALLATION SECTION 2 scuE':,/B _ 1. SECTION 3 scAtz:ila-— 7• SECTION 4 sGUE:Jle•= I W I.MINIMUM 7/8"x J/J2•WING NUT I I SED�TION TO I Ol E A = EDGE DISTANCE O 72.0.C. (SEF SCHEDULE ON nNISHED WALL SHEETS B M 7) `\�.�✓tAl( All y+T(}/ -20 x Jos' NOTE FOR COURIM417ON OF SECNONS; = D'44167 .� POURID BO / a CONCRf1 I I %2 wNu'C O WAL7,/FLOOR/COUNG MOUNTING SECTIONS CAN SE �J l STATE OF POURED J -IJ OR CONCRETE 12 O.C. COMBINED IN ANY WAY TO SUIT ANY INSTALLAWN. OR CONCRETE I a &LOCK WALLI %,O,E�•,1OR10P ����c BLOCK WALL REQUIREDI AAA tf'si••......•;,`�'j`� REQUIRED ErrAF7IF�UNA; _D Cont. 7APICM.ZA lAC NAM..RED DttF1DOLI.CF TAP-GPI CCX-N OR IIAACHORra7vE P'w`LAL�TE / C-' _ FLORIDA BUILDING CODE Non High Vdooi Hu cons Zone SECTYON®STUD (SFE SYND7UtE MR sP,eo.ia) - axoxo nuEGo,INC., O.OSO' BERTHA ALUMINUM STORM PANEL Y.P WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION (2,26 DMP) m"IT, SECTION 1 SCALE.J/& s ,• EASTERN METAL SUPPLY, INC 7/e/ SECTION 2A SrwLE:J/&"= r 11. E C O 1 N C. WEST 5 ST ROADS OI S 014VE07 WTE: TIWT TESTING&ENGINEERINO COMPANY PROM El(S61)xOB-61fiS N :DETAIL OF SEC77ON O STUD VALID ALSO FOR ° ,,,'„� (SOS16791`-tm,,�@°.,"� tv v16B FAIL•(e67)D41-t716 20-182 WALL MOUNTZNC WSTAUAT70N-SEC770H 2(TOP) CA-CM6710 aR.w ouovtwx a7E uY.w o�x►Imx arz ORARING Na WALTER A PLUT Jr.P.E. FLORIDA Lie.R 44167 oID t7�Yi : sum 3OT 14 TA-Ca%M�-N OR¢� /B'O WING NUT ONLY E��£ 10 Conf. � ) E D FEIME�p�� � ^APPLIMLE AT PAhnW AAONRS SPACAVJI \F'2!V '0-20 S$MACHINE (SEE'S'OIRDLIE 2N SPALWa) E�r- MALE PANELEfAIE(1YP.) �R &WASffER D�0.c CfLK-fn,ALL POINTS SOLID-SET aR POlmm CONCRETE I I POURID coxcRErE I I ELCO 6NLF/FEK1!£PANE1Af4TEANCHORSREouam 41 (SEE stwmutE TaR�Aaxc)• _— POURED I \\\ \\\\\\\I1l \\\\ \\ CONCRETE REQUIRED— 403 D POURED BiEoocuKcrmwu�i cETE hu cC7N �CONCRETE w LOCaON Scot 9 caL7 coe. \ I1I 1/1'0-20 BOLTS"wx 7 N8u r MINIMUM ABNaruu !2O.1/c/ osEPARAWN TO — CLASS sEPAA�TO fY/ II T o 1'MINIMUM CC I I } I•MfDUUM y —� TO sLrA � I GLASSI I I Z t/1•o-2D r!11' ,mtTs w/7/8 x J/J2'wevG NUT® ALTERNATE 12•o.C. LET;LOCABON g cant I n 1 7/8•x J/Jz'WN c NUo f1 0 C.Cof. r1ri0/lu1T•1s".r ww/2N O c 7/rN Bu3�r 4o=l 1II PPOURED/ C POURED I IIj —© i I CONCRETE CONCRETE IW II CONCRETE BLOCK WALL• t'-I OR CONCRM - ' Conf. RmIRRID L e� ^ . / 1'Mn. ///// // .t// /// % ////� / / / / 'JG % �� I.000 ^f CALK-1N,ALL PO NTS 50L/D-SET OR r Mrn. POLIRM CONfR£TC Il I RED cam£ I' i pCO uAtE/FEMALE PAaELerATE ANCHORS Eur y AueOt RLD H / �<'o-2D s s MALwINE �D aPED I I RLWNED I I (SEE SCHEDUf£FOR SPACING) DlxAeol.Ts(BLOCK adr),ff CAP-rww,/ tT w/Nur s wasHEa v ca„m cvx. av am Muv_/ Wean C4LK-&OR mm CNK-N OR am MW TawE a 12"R C FEMA E PAMWITE ANCRMS E D. TaMLe Pu92W7E AmovaRs E.D. PANTTM Ir ANMGK 11 coot (SEE sYMDIAE Inv sPACNG) (SIE SCNEDIA£MR ssaaac) / ATE�s•TDa a�csw) BUILD OUT INSTALLATION CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.) — SECTION 5 sc4w.-Jie•- I- INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE:JIB'_ I' SCJILE:3/8'= 1" SCALE:3/B'- I" •SCREWS USED AT ANCHORS MAY BE 1/1 a-20 SIDE 1'AmmuM I T WALK EIDLr W/®OR 1/10-20 TRUSS HEAD BOLT SEPARATION TO I w� Q. CLASS I •SIDE WALK BOLTS ARE J/1 0.31327HICK HEAD MACHINE SCREW W/LENGTH AS PER N023 A2 I 1/4'I-20 r!�4" E.D._ EDGE DISTANCE • &"(SHEET 1). g Conl. BOLTS%7/B (SEE SCHEDUf£ON •TRUSS HEAP 8OGJ5 ARE 1/2.Ox1/8'THICK HEAD J/J2"WfNG NUT O SHEET 8&7) MACHINE SCREW W/LENGTH AS PER NOTES A2& yyy I 12'O.C. a2(SHEET 1) I'000 NOTE FOR COMBINA170N OF SECTIONS ul J WALL/FLOOR/CEILING MOUNTING SEC71ONS ,t,(P(11L((�AAhi•� FEMUE EaRN aw 1°"E/ E D. COMBINED/N ANY WAY TO SUIT ANY WSTA �Q FLORIDA BUILDING CODE Non High Velocity Hurricane Zone (SEE sa MXkr FOR s ACZW) J 7 �P..` GLNSE s 02020 TUTECO.INC. 0.050• IIMM ALUMINUM STORY PANEL RP POURED CONCRETE REOLORED �D.44167 `.*= (2.W DEEP) DRAWN BY' FLOOR MOUNTING INSTALLATION _ * ; = EASTERN METAL SUPPLY, INC 7/8/2020 STA OF 71LLTT TEsrING&ENOINEERWa COMPANY �a ONL(SEA H,F MIN 7 — M DRIVE Imm SECTION SA s :3/e _,• P . FAX:(5e1)a41-1716 20-182 R 06719 DRAWNG nro 209 wALTE A. Pe '"." monu.+m• �< .vow O,w,ma w> ;' ,•• 11111 FLORIDA Ue. AA187 t SHEET 4 OF 14 l , POURED CONCRETE BLOCK WALL VARIES 3'� CONCRETE POURED CONCRETE OR \ I II A M. CRE BLOCK WALL REQUIRED \ POURED CONCRETE OR 2'x 3"x.093'3105 H-14 OR UIRED CONCRETE BLOCK ANGIE A / POu�e�OCONCRM R \ II — 0 WALL REowRED 6maT6H3-ATNCI RSYo f:o c � \ WALL REQURED J II ACONCRM NCHORSf-2.SO0'2.5000\ \ �� II \ \ \ a 1/4"rwP o 12'o.a VAwEs r �REQfARED ALWAYS ,.� II OR©OR®ORS i \ 2•r z'x.ass" ALTERNATE t£c cocAnoN 2•r 4•x.,z5• / � z•Afax. \ ro 2•r s•x.oss• Ji05-H14 OR 60(i3-T6 ALLOY Conl.At...ANGLE /L l \ II OR Canf.Alum.A4G(.E OR _-. __ p � OR.080'JlOS-H154 1 ®�. SHEET METAL At 1/4'0 BOLT 4'r 4'x.072" EDIT P"7E 0 24 0.C. 3105-H14 OR 606J-76 ALLOY CASE A (Plan, \O W/JACKNUT Conf.Alum.ANGLE SCALE 1/4'- T' CASE B (Plan) CASE C (Plan CASED (Plan) SCALE- 1/4'= 1' SCALE.' 1/4'= 1' END CLOSURES DETAILS SCALE.- 1/4•= 1• MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f� AND CORRESPONDING MAXIMUM PANEL LENGTH "L" POURED ` �15D x SCHEDULE FOR A GIVEN PANEL SYSTEM �f°PE"POSITION+) MM• REQUIRED . . . / POURED CONCRETE (REDID) TAPCON ANCHORS OR / OR CONCRETE BLOCK ) \ /L1L1 RfOWAED ALL PDl1VT SOL7O SE7 SO.VES Mai.PANEL.LENGTH AS U OEAGN L(2) f srzlmuLE FOR sPA/cTNc) I +AM SLAP CAP Tn \\\\\\\\\ PRESSURE RAnNG REMA•N CLASSED AT NON O HURRICANE CONTXOONS (Pa.E) MOUNRNG W/ MOWJ7ING W/ WALL MOUNR W/ /o , ffEAD. g f HBE. o GOMPONENB a.© �7 +30.0, -30.0 12'-11' 72'-11' }2•-1}• / I c� ' m H h I r•MtwMUM I +30.0, -35.0 12'-11' 12'-}1' 12-17" _ V SfO CLASS N i �I 1"MNIMUM I 7D CLASS +35.0, -40.0 T2'-0' 12'-0• 12'-0" ro ciAas'°N +40.0, -45.0 ))-2' 11'-2• 11'-2' 1741y„ I w'' S I FA STID +45.0, -SQ.O 10'-7• CONT. I I 4 POURED GR ( CASE E (Plan) 10'-4• 10'-7• /o I � coNcwE1E BLQEx wAu +50.0, -55.0 10'-0' 9'-4' 10'-0' /W I I REQUIRED CONK SCALE. !/i'm 1" POfTRED caNCRETE I SECTION ® STUD (OPEN POsmoN+) +55.0. -60.0 9'-7' 8•_6• 9•-7• OR CONCRETE IBXOCK ��(a'DV jWALL REQUIRE TYP. TOP/BOTTOM +60.0. -65.0 9-2' 7-9' 9-2' TAPCON ANCHORS ORCONYALL PwNr soup-sEr POSIRON++65.'0. -70.0 8'-g' 7'-2' 6,-g• (SEE SCHEDULE FOR SPACING) ) ,,"%%j%,44A%,L MOUNTING INSTALLATION +70.0, -75.0 B'-6' 6'-8" 8'-6" �:��ER?` ?LTjT�.,� FLORIDA BUILDING CODE (Non HI h Veloaiy Hurricane Zorn) SECTION 9 02020 TILTECO.INC. 0.050' BERn(A ALUMINUM STORM PANEL MP +75.0, -80.0 8'-y 6'_3• 6•_2' ���ENSF ' _ SCALE 3/8' t' (2.25' DEEP) DRAWN BC No.44167 EASTERN METAL SUPPLY012020 NOTE:MINIMUM PANEL LENGTH IS 3'-0" _ * :*_ 4268 WESTROADS0 INCIN�' arE /TIL E C O)N C. wtsT p,,,,,BEACH,R 55407 STATE OF T LLR TESTING @ EN0INEERINO COMPANY PHONE:(581)200-8285 7 / [ORIDP: �c . `T1' t�s'ie+,0t1�.`� twe"7ma,y" FAX(551W,-1716 20-1d :' r /I�,/K[I"RL✓•.... C1\��� CA-0008718 m.w mr�nm na '4e c®rm, w[ ORAWAG Ati WALTER A TNLB Jr.P.E. FLORIDA Ue.A A4187 4 SHL2T 5 of fi J TIOR A MEN DD.DE s,F OW AI A PANE MAXIMUM A.S.D. DESIGN PRESSURE RATING (p,slj AND CORRESPONDING MAXIMUM AMWENCHOR FOR A MEN AS0.DE9CN LOW AID PANEL LflIGTN E.D. -EDGE DISTANCE AID.DE IGN LOW PANEL BE M FOR A[TON SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES SCHEDMAS0.DESIGN LW/18LSf BE VE7dTiID AS PER �ON 9EF!4 M�7,y(JY MAXAfUW ANCHORS SPACING FOR E.D. -J 1/2 •• ANXMOY M4XIWIM ANCHORS SPACING FOR E D.-3 1/2-•• APPLICABLE To INIZEN AV APPLACI81E TO MmNY DESIGN 7APCONS 74M4C!l47lRT GAG'-W SOUD-SET PANEWA/ES CF TAP-GRIP SECTIONS/R PANEL DESIGN DIPCONS �' �'u' GIK-W SpID�T PMlfI1N7ES CF LIP-Vy SECTIONS & PANEE PRESSURE RID ND.DFN49JLT CEMONATT, l£AGOf PRESSURE RID 10.DYX4= COMSN4 LENGTH R,1 CONCRETE MASONRY OONOREM MUY C ..R[7[ IUSONRY COALWETE 94MV?r cgv-Rnr I wSDx.W coma= MunNRY BEY 2'(N.) RA MG ooMIY 1 YISONm' 7E YAST/NR1' WSnNRY CONr'REIf I M4SG4RY Lta1t7PLTF YASONRf [aCRE7E'I WRvaG' of THEY •L•(/L) . - 12• - - - 12- - 12- I - 1(ToP) 12' - r2' +I _ 12- _ _ _ 12- I - to- - t(TOP) rz' 10' 12'++ 12' 12' B' 12' 12" Iz' 12' 12- Ito 1/2- 1.9F(BOT70AI) 12' 6- rz-+ )2' 12- 5- 72" 12' 12- 12- 11 1/2' 6 1/2' 1,9+(Bomlu) Iz- - rz' - 12" I 12' 12' 12' 12• - 12- I - 2.9+(rOP) 12' 6- 11 - 12" 12• 12 r2' Iz- - 11 1/2• _ z.9E(10P) 12' to- 12++ 12- 12- a- - - 72' 12• 1 12' 110 1/2- 2(BOrTOAf) r2 6- 72•++ rz' 12" 5- - - 72' 12- 11 1/2' 6 1/7' z(BOTTOM) 12- to* 12-­ 12 1z- a' - - 12 72' 1 12" 110 1/2' 2A(BOTTOM) 12- 6• iz'++ 12' 12- 5- - - 12- I 12- It 1/2. 6 1/2- 24(BOTTOM) +Js.a-Rao 12' - 12++I - rz- - - - rz- - 12' - 3&4(TOP) B'-O' +JSa-40.0 12' - 12'++ - 72 - - - 12 I - n 1/2' _- 3&4(TOP) OR 12- 10' 72--++ 12' 12- a• - - 12' 17' 12" t0 1/2 J(BOTTOM) OR OR 12' 6• 12'++I 12' 12' S' - - 12' 12 11 1/ 6 //2- 3(BOTTOM) 10'-0• LESS TO LESS 12- 10' 12' 12' 12• 12' a- - - 12 12• 12- 10 1/2- 4(BOTTOM) f135 12" 6' 12-++ 12- 12- 5' - - 12- 12- Sll1j2- 6 1/2- �4(BOTTOM) 12-11' Tz- - 12"s+ - 12' - - l2' - 12' - 5(TOP) I2 - 1z'++ - rz' - - - tz' - - s(roP) 12" to* 12++ 12" 1 12' 8' - - 12 t2- 12' 10 1/2- 5(BOTTOM) 12' 6' T2'+ 12" 12• 5" - - 12- 12- II 1/2' 6 1/2• 5(607TOM) 12' - - - 12' _ _ _ 12- I - 6(TOP) to' _ - _ 1p• _ _ _ I2• _ _ _ 6(TOP) t2• - - - 12' - - - 12' - - - 6(BOTTOM) a- - - - 8' - - - 11' - - - 6(BOTTOM) i t• - - - 11' - - - 12' - - - SA7 eOrTDY 7- - - - 7' - - - 9 1/2' - - I - S17 TTOM 1t• - - - 12- _ - I - 12' - - - 7(BOTTOM) 7- - - - 7" _ - _ to- I - - - 7(BOTTOM) 12- 6 12• I 12- Iz 12- - B(/OP/807JOM) - - - - 12' - 12" 12- 1 12 ( 12- 12- I - 72-++ - 12- _ _ _ 12' - 12- - 1 (TOP) 12' e- 12'+ tz' rz- 1 s• 12' rz- 12- l e r/z• 1. 9f(Borrolp + ONLY TAPCON ANCHORS OR ALL PPOWSOLID-SET ALLOWED FOR MOUNTING SECTION 9. 12• r2 +f ANCHORS SPACING ONLY VALID FOR HANK NATLIN. tz' - 12'+ 12• 12- I 12- 12- 12- 12- - 12 I - 2.9F(TOP) • SEE SHEET 8&9 FOR ANCHORS TYPE&SPACING 12• a- 12-+ 12- 12- 6• - 12' 17' 12- 18 1/2- 2(BOTNXM) FOR INSTALLA77ONS WO WOOD FRRVJE BUILDINGS 12- 8- 12' 12' 12• 6- - - 12' 12" 12 S 1/2" 2A(BOTTOM) •• MAXIMUM ANCHOR SPACINGS ARE VAUD FOR J 1/2-EDGE DISTANCE ++ FOR E D.LESS DiAN J 1/2;REDUCE ANCHOR SPACING BY +35..0,-40.0 12' - r2' - 12- - - - 12' - 12- I - 3&4(TOP) MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (MIN.E.D.FOR CALK-W ANCHORS&ELCO OR 12- I a- Iz'++ 12' 1' 6' - - 12' 12" 12 a 1/2- 3(BOTTOM) >8'-0• PANELMATE IS 2 W-,AND 3 1/2-FOR SOLID-SET ANCHORS). IFST I2' 8- 12 r+ 12' 12' I 6• - - 12- 11- 12- I B 1/2- 4(BOTTOM) TO )o-0' FACTOR J2" - 12'++I - 12' - - - 12' - 12' - 5(TOP) AC7tl4 E.D. w,M~ 12'+ 12" 12- 6' - - 12- 12- 12- EB 1/2- 5(BOTTOM) TAPOW /DMWaT .cwr-w SOVD-SET CrTAP-cRP 1PANaW7XS 12" - - - 12- - - - 12- - - - 6(TOP) 3' - .86 .75 .78 1.00 to- I - - - to' - - - 12• I - - I - 6(BOTTOM) 2 1/2 - .71 .50 - .80 9• I _ - _ 9• _ _ _ 12• I _ _ I _ 5A BOTTON - _ - 7 P 2' .50 g• _ _ 7(BOTTOM) 1 - - - 12' s" 1z- 1z' r2 rz' - - a(roP/eortoy) pp1 11101# `\( .A....11;�,, FLORIDA BUILDING CODE Non.HIgh Vdoai Hurrioone Zone) \\GEN$F'•��''y oxoxa nLTEc6,1Nc O.OW BERTHA ALUMINUM STORM PANEL M.P No.44167 (2,25' DEEP) DRAWN B,! ` EASTERN METAL SUPPLY, INC 7/8/" * ? _= 4269 WEST ROADS DRIVE a>E srats of _ I L E C O(N�. WEST PALM BUM.FL JS10T ���G/ q'• .Q TILIJT TESTING @ ENGINEERING COMPANY nWNE:(561�-8x67 20-182 �f07p. F uss Kc s s.�m..�e�cNmus n v,se TAw(661)e0-171e CORIDP �C wm.'enlxaur,-,aTo.r�:(TmNT,-m, a-oopwlo 11Y.. A5®0 m.r oua�ol w1 DRAWING Al. S •.......•'G WE�io�moAn u B 41si a T nn 6NEET 6 Or 14 SCHEDULE 1HOruns, PAR M PA sACING LENGTH A. D. DESIGN PRESSURE RATING (p.sJ.) AND CORRESPONDING ANL7IOR FOR FOR A DR"A Of9'7R/DID AND PARn NOA2Y4R MVGMW PABFL IENDOI FOR A G MY E.A <EDGE DISTANCE SASACHO I O S IE MUST BE rESF11n As 1YR SPACM sr�,DM FOR INSpAEUIMNS INFO CO MM MD CONCR= BLOCK SFRUGTL�FS • sYYTI D ON LOW 4. MA A5.0. MAXIMUM ANCNORs SPAONO FOR E:ix 70 MIHMAW"-J r/2'" MA4"s7MOM m4muM ANWIoss SPA=FORE; APPUfABLE TO MtaIUY a-J f/2"�' A.s. .D. - DESIGN TAPCOHS 2AMAc NA61N C4LK�A1 SYAID-SET PANEIMAlFS OF TAP-MP SECTIONS F& PANEL DESMON TAFCONS lv(AC RAIlB'T CAlA!-W SOLD-SET PANEI/EIlS CF TAP-GLOP SEA F& PANEL PRESSURE RID RD.DYNA80L7 - cOA181NA LEPIGAI PRESSURE RID HAD T - _ COYHfNA710. lfNG1N RATING(PFo O tTf'AIARwWY COW-R IE MASOWr CONOa7E MlSOMr Od romElE MI AIRY CO.W Tf MASOWO• CAYOWIEI W IV M u611' OF THEN t•(R) ,RAV COACRm M� Md G�'7E"VWY �EIF CQ M 4(pW/ OF 7NEu 1'(n.) 12, - 12'++ - 12' - - I - 72, - 12' I - i (fDP) 8' .• T++ - 9" - - - 12' - 6- - 1 (lop) I2' 6' f2'++ t2' 12' S- /2• l2' 11' 12- 12- 7- 1,e(BOTTOM) 72" 5' 11•++ ICI' iz• 4- 12' lz' Iz' 9 r/2' 9' 3' 6 9"(00770M) 12' - 12'++ - 12' - 12' f2' 12' - 12' - z 9+(mp) 12' - 9•++ - 12- - 12• I 12" 12- - 9" - z,e(TOP) 12' 6' 12++ 12' 12' 5' - - 12• 12- 12, 7' 2(BOTTOM) 12- 3" 11.+ 10' 12, 4• - - 12" 9 1/2' 9' S' 2(BOTTOM) 12" 6' 12++ l2' 12" 5- - - 12' 12' 12' ' 7• 2A(BOTTOM) 12- 5- 11++i l0- 12• 1 4- - - 1 12" 9 1/2' 9" 5, 2A(BOTTOM) a +ao 12" - 12++ - 12- - - - 12- - 12- - J&4(FOP) 8'-0' If=-8aO 12- - I1++ - 12' - - - 12' - 9• - J&4(FOP) 8'-0• To 12' 6" 12++ 12- 12" 5- - - 12• 12" 12- i 7• J(BOTmM) OR TO 1. 3' il•++ fo- 1. 4- - - 12' 9 1/2• 9' 5• J(BOTTOM) OR LESSS LEW +55.0,-M..D 12" 1 6- 12++ 12- 12- I 5- - I - 12• 12, 1. 7' 4(Bonvid) +75-0,-Boo r2" 5- I1•++ 10' 1. 4- - - !2' 9 1/2' 9" 5• 4(BOTTOM) I2" - 12++ - 12, - - - 12• - 12- 6(top) 12' - 11++ - 12' - - 12' - 9' - 5(TOP) 12, 6- 12++ 12' 12' 5" 12' 12' 12, I 7" 5(BOTTOM) 12' 5' if' 10• 12' A. - - 12' 9 1/2- 9• 5' 5(BOTTOM) 10' - ---i_--- to' - - - rz^ - - I - 6(TOP) B' - - - e' - - - 10 1/2' - - - 6(TOP) a. _ _ _ a- _ _ _ 12• - (gOTTpy) 6• _ _ I _ 6- _ _ _ 9- _ _ _ 6(BOTTOM) 7• _ _ _ 7• - _ _ ID I/2' - .. I _ 3Aj BOTTOM 5• _ _ _ 5• _ _ _ 7//2- _ _ _ 54780 OM B• ' - - - 8' - - - if' - - - 7(BOTTOM) 6• _ _ _ 6• _ _ _ 8- _ _ _ 7(BOTTOM) 12- - 12• 12" 12' 12- - I - 9(WRIBOTrOM) - - - - I2' - r2" 12• 12' 6• - - 6(T'oP/60TToM) 6- - 5'++ - 6 - - I - 9 1/2' - 4- I - 1(TOP) 5• _ 4'++ - 5• - - - a- - J' J 1/2 1 (TOP) it, 4- 9-++ 8" 11• J- 12- 12" IZ' I B' 7 1/2-1 4• f.9+(BOTr-) 10' J. 8"++I 7• w 1 J' 12- 12• 12• 71 6 1/2' - 1,s+(eoTTOMJ 12- - 9-++I - 11- - 12' !2' f2' - 7//2" - 2.9+(70P) 1o• - 7'++ = 12• - 12• 12- 12" - 6 1/2• - 2.94(70P) 11" 4" 9-++ a- 11" I J- - I - 12 8' 7 112-1. 4• 2(60111Dd4) 10" J. 8'++ 7 TO- 3- •• - 12- 7- 6 1/2' J 1/2' 2(BOTTDM) 1r' 4• 9'++ 8' 1f J' - - 12' 8' 7 1/2'i 4' 2A(607704 to" 4• B-++ 7- 10' J' - - W 7• 6 1/2- J 1/2, 2A(BOTTOM) +JSa-4R0 1I- - 9'++ - it, - - - 12' - 7 7/2' - J&4(TOP) "55a-6ao f0' - 8.++ - f0' - - - 12' - 6 1/2' - J&4(TOP) TO 11• 4- 8,++ B' i1, 3" - - 12' B' 7 1/2'1 4' J(BOTTOM) J8'-0" TO !0" J. 8'++ 7- IO• ' J" - - 12" 7• 6 1/2' J 1/2" J(BOTTOM) >8'-0' +550.-Ga0 77, 4' 1 9,++ 8- it- J- - - 12- 6" 7 1/2-( 4- 4(BOTTOM) To +73a-8a0 To- J' e'++ 7- }o- J' - - 12• 7- 6 f/2' J 1/2• 4(607IOM) TO 12-0- 9-7' it - 9-++ - If- - - I - 12- - 7 1/2-I - 5(TOP) to, - B'++ - to, _ - _ 12- - 6 1/2-I - 5(TOP) /}' 4' 9'++ 8- 17- J' - - f1• 8• 7 1/2" 4' 5(BOTTOM) 9" J' 8'++ 7" 9. J" - - 12- 6 1/2- 6 1/2- J 1/2' 5(BOTTOM) a• _ 6• _ _ _ a 7�• _ _ _ 6(TOP) s _ _ i _ 6• _ _ _ 7)�• - _ _ 6(TOP) 5• _ 5" _ _ _ 7- I _ _ _ 6(BOTTOM) 5• _ _ _ 5' _ _ _ 6 1/2' _ _ _ 6(BOTTOM) 4- - - - 4' - - - 6 1/2 - - I _ 5A7�T10M 4' •- - - 4- - - - 5 1/2" - - - �7BOP) ,5' - _ _ 5• _ _ _ 6 7A _ _ _ 7(-0-) 4- _ _ _ 4• _ _ _ 6- _ _ I _ 7(BOTTOM) - 6• - f2- 12' 12- s' - - (roP/BOTroM) - - - I - 6' - 12' 12' !2• 6' - I - 6(rOP/60TIDM FACTOR + ONLY TAPCONING ANCHORS OR ALL POINT SOLID-SET ALLOWED FOR ��``"Ml„1R ANIrl "4''4Y. Ace ,.`TION 9. �P���"' ' ' ��4. FLORIDA BUILDING CODE (Non High Volool Nu can* Zone wuc NQBJN ++ANCHORS SPACING ONLY APPLICABLE ro ZAM,IC NOUN ANCHORS E. D. TAPCON IDM48MT CALK sOUD-SR cF TAP-a4P • SEE SHEET 7&B MR ANCHORS TYPE&SPACING FOR INSIXUAAONs a�.• �,\CENSF'INTO WOOD FRAME SU9ON15 02o2D nLTErn.INa 0.050' BERTHA ALUMINUM STORY PANEL MP J' - .86 .75 ,78 i.00 " MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2-EDGE DISTANCE = N0.44167 = (2.25• DEEP DRAWN BY: FOR 8 D.LESS THAN J 1 REDUCE ANCHOR SPACING BY =*: _ 2 1/2• - .71 .So - ,80 MULTIPLYING SPACINGS-SHO N ON SCHEDULE BY THE FOLLOWING �� _ EASTERN METAL SUPPLY, INC 7/8/2020 FACTORS.(Alin.E A FOR CALK-IN ANCHORS&EECO �L./ -"'c-�•'• �F 4266 WEST ROADS DIM aro PoWELU47E IS 2 1/2'AND 5!/2'FOR SOLID-SET ANCHORS). �9 Try ' C O INC. WEST PAW BEACH.FL.S54D7 2- - .50 - - - ,'�Z1lLR TESTING 6 ENGINEERING COMPANY PNDNG(5B1)20G-E287 FOR ORS OPE'RA77ON 7D BE MADE REDUCED SPACINGS RMM77NC ��IpP:'t1r ki a� ram.�06.v cu�r4 n a,4o FAM(561p,41-1716 20-182 FROM 1 1/2- .JS - - - - LESS WfPIYZNG':FOR FACTORS�CEPTT+A 'FOR sPAON1.Y ,Y,,'F/'�,O......" W,o.:fsm7n ,-0�61e.9 ar.6. eamrna nn cv.m om +ox 6uc ORAWWG No RED HD.DYNABOLT ANCHORS). FFFIffiIIIIIII�IIunA`06 WKTER A TIER Jr.P.E. ; m I• o : SHEET 7 OF N FLORIDA I e.1 44167 CONCRt7E ANCHORS CONV?M ANCHORS (SEE SCHmULE)I (SEE SCHEDI W \ 6 1/4"Max. G4P 4"Max. CAP 7 \ POURED c \1 1 CONCREM I I I POURED W d I ' REDUmm I 1 3 coot. R°MORED \ I I 2 coat. \\ \ \\ \\ I I \\\\ \ \\I I 1 SECTION B-B SCALE: 1/6'= 1• a�D„� I Exmu�J' i , 6L I I AC.SEPARARON 1 TD Glass 148/6, 14A/6, I"wM SEPARATHIN l I (WHOLE) (WHOLES)1 15,168/7 15,16A/7 i TO sass BUT NOTCHED 1/4'-20x I S.S. I I 16 I EA CORNER® SIDEWALK BOLTS. I }y BOTTOM AS SEE DETAILS 217• DETAR 2/7 W SHOWN. 2/15. (WHOLE) 114•1-211.I'ss.us. l W/7/B'IA x l:P"00. I WING;UT i I h.� I ... I I 1/4"0 20 x 1'SS_US B1, 4'= ORLY REMOVABLE I f n W/7/8"m x 3 I tl NiNc NIlr O 12 O.G SIDEWALK BOLTS 1 (SEE DETAILS .'0 2,q. 14) CONNECTED POURzm� ED TO l(�6 THRU tpNCpE7E 1 /// (7/ 1 N .� I {: 518-0 HOLES AT®® OR CONCRETE I / I 1 6"O.0& BLOCK WALL o 1 POURED RETE FASTENED AT REAR REOWRm W I OR CONGREW I W/7/8"t'x3/32' R� / I 0a NUT® EVERY I I J 2- SIDEWALK BOLT: I OR©OR 1 �- r- 14B/6, 14A/6, CKDCONCREff �� 15,16B/7 15.16A/7 cON(SEE E7EAHEDU11) —Y \\ C-L ( sClim )VEWDRLY REMOVABLE PANEL(JW/- 3" CONCRETE ANCHORS(SEE SCHEDULE) 3" SIDEWALK 800S gir DETA2 2) Max. 1MMin. coot O^' I!9U 3/8'm i Min. HOLES AT ®6'0.0 R TASMVM SECTION 10A SECTION 10B AT REAR w®7E�YFRY EW41KGMr INTERIORLY REMOVABLE STORM PANEL_ WALL MOUNTING IN PARTIAL ELEVATION Y SECTIONS 10 SCALE. 1/8'= 1" SME:3/6'_ ," NSTALLAT ONS VAUD FOR PANELS USED JOINTLY wim TE lORLY REAmovAsLAE NELS W FLORIDA BUILDING CODE (Non Nigh Velocity Hu can* Zone) ENSF'�P aim TILMO,WcD O.OW BERTHA ALUMINUM STORM PANEL M.P 2.25- DEEP) DRAWN Or No.44167 = EASTERN METAL SUPPLY INC 7/° ° 'k 4266 WM ROADS DRIVE 44M 1 IN E C O�N�. WEST PAW DEAD,,FL1663 •6L,.� rILIIT TESIINa t ENCINEERINO oOMPANr PHON4•(BDI)308-D26] 20-18.1 NIL]iR 64 6W 3m Y IOM ua°s 1L 3116E TAR:(seq u6-m 6 i� F•. UR1 �� Flea.:(EmHtriaw,Tm:(EOD)Et�-�mi ORAWWG iw LC G-DD0671 B R w 6auvrox wtt 6n.w E6®rmi ouc ''�Ap�isslONAb���N` Lt.nJ,.IR = an 1o.e MOT 8 DT64 CONCRETE ANCHORS E 0. CONCRETE ANCHORS E D. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE)\ I (SEE SCHEDULE)\ I (SEE SCHEDULE E D. (SEE SCHEDULE POURED CONCRETE III POURED CONCRETE I I CONCRETE POURED REWIRED ED. ED. REQWRID EO. E0. REOWRED ED I I EQ. REDUfRED ID I I E0. N I ok I I 71 I I I 5 coot. I I I I I I 5 coot5QCont. I I I --05 Cont. I I I I I I I I I I I I a^ I I J I-LG GLASS O I I I L1. GLASSnoN I �l, TO GLASS TO GLASS nON I j noN I I io c 1 I I 1 I I DETAIL I I a' I I I DETAIL 2 I y U .1 I 1 I I d I I I 7/e'/r J/J2" I I EVERY STUD Z 16 4 7/8'o r J/J2' I I I " O 12,0.C. I WINO NUT O ca r. I I I I 710'0RT/rT®J2, EVERY STUD i 1 I I 1 L I I EVERY STUD I I I 7/8- ry I I I O 12'0.G 7 IWIND AWEVERY W0 coDt I �/ I C-L L 1 I O 12'o.c I //.////// ///1•�f /�/////% EDGSLA O uTERtoraT10N h I I IF REQUIRED NCRE7E i I /• APPLICABLE I I I�_L�___. I Cod. CONCRETE ANCNOR$ E D. / / }/ ///// EDGE OF //// /// /// / // // I'1 /�'/ EDGE OF I ALTERNATE LED (SEE SCHEDULE) i POURED CONCRETE I 1- SLAB R 1•�/ SUB 1F �LOG7A7N h I REO1RRm APPLICABLE I I I I / EDGE L.D:O_W CONCRE7EANCHORS� 7.'INCIREX II---- CONCRETE(SEE SWIDULE) E D. REWREDSECTION 1 IA SECTION 11 B '"'�S BM;S��) ANCHO1PS�� CONN IO 7NRU 5/B0 FEQUfpED (SEE SCHEDULE) I--ED.—i _CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT Q6�O 6'OC&FASTENED SECTION 12A SECTION 1� INTERIORLY REMOVABLE PANEL 0f W/ AT REAR W. 7/8 0xJ/J2'WINC NUf SECTIONS I 1 O EVERT SID£N;VX BOLT. SIDEWALK BOLTSAEE OE7A2 2) COAIN TID 7O 8 INRU 5/B0 SCALE:3/8'- I• _CEILING & FLOOR MOUNTING INSTALLATIONS ATAT�ATW B/B lrJ%J1 FASTENED .I875• 1/{--�1•ss.=EV"MM 'SECTIONS 12 o EVERT smEwux BaT. W/J{'aaraD LrrAa/a2D�o SCME.J/B -1 16 � r RFLOI' vANn(� N/i/{=20 AT REAR ^1 J a6 INSTALLATIONS VALID FOR PANELS USED JOINTL Y WITH INTERIORLY REMOVABLE PANELS n s o I I \NHIqunlglyY '4 Y ` ENS �P�'- FLORIDA BUILDING CODE (Non High Velocify Hurtican* ZoneE.D.- EDGE DhTANCE F••oN - 02oso TRTECO,INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P .1875' I I I sxeET ID& TI) No.44167 (2.W DEEP) OuwN LTY* EASTERN METAL SUPPLY, INC 71e/2D2D r/{•.O e•ac. ATE OF I L E C O 1 N C. szs8 WEST Roos DRIVE DATE. NOTE FOR COMBINA77ON OF SECITONS: WEST PAW BEAD, FL.83/07 DETAIL 2 — INSTAUA17ON OF 1 4'x1' ��L��N f�' ORI�P:'�`� Il1R TESTWG h ENGINEERING COMPANY PNoxe<sel)299 exe7 f fL00 CEILING MOUNONC SEC CAN BE ,, (�� as>a�s•p-�. \ .n�166 FAX:(861)8H-17f 8 20-182 AA s \� Pm.:Ooemr:-isw.ra:6nslen-Imi SIDEWALK BOLTS O REMOVABLE PANEL COMBWED IN ANY WAY TO SUIT ANY MISTAUlAnON. giAr`S/ONA1.E\I\�\ CA-Goo8718 nv.w o wn ...R. owe d,c DR"W No - SCVE /•_/• {///H11111111IW. WtIM A TLLR Jr.PX- FIARIDA U..'f 44167 , sxirr 9 OT 14 MAXIMM A SD DESIGN PRES4rrrm>r.' E477NG {p sf,) AArD COI ROW-NDINC- MAXBMM CHOR SPACING SCHED AND CONCREPE B QC srRrlr HMS ASD. Y AICWRY�M L A"J W. ARtIp1AI ro PR65(fPt AtLiQM aRVA6 oalFrta s1 L11lIC Nlty! a1IKd' SIMD-SLT o w-a® IA'0/MI6 AarDarD[Pt US Ir0 SS DIi[W SR20•lt/r Y/dnU Mf6 ��(PtU m GW.i7d/E m stoat ro mva1E m mcar m WMl[r[ m LNM m COK'ISrI' ro error m mq¢IL m Leorx m C4>r47[ m moor jwaXKmE m amr m aXARDX m a mwm1 vE 10 a IXAABOXN Ivww 2'(R) 12' WA 12' WA WA WA I2' WA WA WA WA WA 12' WA 72' WA 12" WA TO DDPI 12" 1' 12' /0' N/A WA 12' WA WA WA WA /2' a 1. 7 W' )2' 6" IDA(BOT/Dl) 12' WA /2' 7' N/A WA 12' 6 1.1. WA WA WA WA 12' 6' I?' S 1/2' 12' 4' 106(907m4 II I/2' WA 12' WA WA WA 17' N/A WA WA WA WA 12, WA 12' NIA 12' WA 11(mP) f61.3,-655 6 II2' WA I2' WA WA WA )1/2' WA WA WA WA WA 11 I/2' WA /I' N/A 1 6 1/2' WA I?A(BDIrOM) 6'-0-OR LESS N/A WA WA WA WA WA WA WA WA WA WA WA S' WA .7" WA J' WA III?(BOROMI 17 7/2' WA /2' WA N/A N/A I2' WA WA N/A /7(IOPI 8 7/2' WA 12' WA WA NIA 7 1/2' WA WA WA WA WA 11 1/2' WA 71' WA 9 1/1' NIA 12A(B071OMI WA WA WA WA WA J' WA WA WA WA N/A 4' WA f' WA 4' WA 120(BOITW I- D. -EDGE DSTANCE UWMANCHORS LEGEND •RMIC M ANCHOR SPACAGB ARE'YAVD FOR J 1/2"SHOE OON SCE. L& E 0.r F T1W1 J AC REDOCE ANL7mR SPACO/0 BY MULlO'U7NC SPACING SHOWN ON 5(JLIDUlE EIV 7Nf SDuOWlNG rACTORS •4 LIMITED TO 5'-4"MAX. SPAN. ANCHOR T1P£ ANCHOR N01&NML E D."DIM M G1LK-JN ANCHORS IS 2 f//22 �Aa R 7NS OPSRA710N TO BE POS=f RLMXEO SPA M 0901WED LLSNG FACTOR SHALL NOT BE LESS TWIN MINTMLBI SPACM"KAZED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 410 SS TAPCON.2ANAC NA81N0• SO' FACTOR CF TAP-OR1P,PANELU47E OR PANELMATE FLM ACMIL E D.REGULAR TAPCON& 7AM4C NVDN•CRETE-FLEX S54& CILK-A• 25' 410 S.S.UPOON PANELVATE OR PANDMIE PLM CALK-IN SETOF TAP-GRIP .86 .75 .78 1.00 SOLD-SET 15" .7f .50 - .80 CRET£nEX S54 6.0' .50 _ _ _ RETARAR TAPCON IN BLOCK 4.0' 1 I/2' a.15 - - _ REM4AR TAPCON IN CONCRETE 30' A TI[(jT''.,a ,`y�Q•'���ENg�c' /A%� FLORIDA BUILDING CODE Non High Velocity Hu no Zane i 02020 Ta1ECo,INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P No.44167 (2.25- DEEP)• MUNN 81: * '*' EASTERN METAL SUPPLY, INC 7/8/200 ATE OF ;��= I L E C O I N e. 4268 WEST ROADS DRIVE a1E y'• h P:�4c``` WEST PAW BEACH,R 3W7 wro xN.TILLIT�]en1a.Sr.]61.w0.:aaA ENGINEERING N nPlslb �fAL• 561NEt 1)Z08-8251 LS........�`(.1```� Ew3mTh)sn.p.:(msl4lr-1sTr ( k41-1716 20-182 FSSS'It OIIIIAl111N WALTER A TN.R1i RE —r mcvm. rum m... 000nnlal an DRANING N. Fl DmDA ltc./4416, : on IToI SHEET 10 OF 14 1-1-•1 \\ r'x 2'x.125•(Yin.) jr- ALUM. TUBE W/1/+'P _ 1/+%LAG SCREWS O 6' UG SCREWS O 6,D.C. 1 <'0 eAc SCREWS O 6• O.C.W/1 1/z"an. /—w/r 1/2• ,. TNRFAOEO / r/r 0 LAG SCREW O r/+-s LAG SCREWS O o.a w/r 1/z'A6n r17READm PENETRATION 7T1 / P{ H< Rro DrsmG 6•as W/r 1//22 AG.. I I' 6-O.C.w/1 1/z"Y;n. THREADED PENETRATION TV XIXISTINC W000 HFAOER. THRE40ED PENEMAnON TO )H.SFADED PENETRA770N 70 ITVNG WOOD HEADER. \ lI EXISRNG WOOD HEADER \ rfX,677NC WOOD HFAD£R. / I .. \ / X1fln. a250- I .seD• i azso• L°�50' _i. °'Y,nO,•� r Mac .500' 10.Z90' 0.500' 0.500• 2- I 2 I 277 "i I a cmn! Y , i QQ tour. Ar- I tour. Ar- T q I I I + Yh I • 2 x ca r.d REOWRm, I 1 REOWRm•• I r REOLaRm ER I 1 LWoo HEADER I REWIRED ER I r � _ _ •+ oo ED 1'YrauuY I I 1 1•MOVIIfIIY I 2 S�ARAF,T,1110N� 7° I g SLAARAAVON 70 I SEAICLAM 7El GLASS ALTERNATIVE 1 -- —ti— �—!— _O BUi6DIX TG!SC I/+-m x s/�-RW t7URLFX M 6.O.C. I � I TETr scREws ®6•ac. F-._... . _ 1 1 wNION O 1 I'WAMUM I 1/+•0-20 SEPARATION TO I d SEPARATION TO BOLT W/ d �.:7-.: /R�(��n� o as°o- �s I a I_J r7-•r e Gt � cuss I r'/B-m x s/sz• � I � I �/e•m r I n I I --EVERYru ® "ING `ro ° s -r/+ 0 x/ 12'O a O!2"0.5� — NUT O EVERY MG NUT O I. Yin I m STUD O 12'O.a ` EVERY STUD O -}- �':'•: r2'0.C. 6 coot. B1/0i15 W27,1+. J\ m \ I \ D con! WO2D STUD s/3z wwc NUr \ 1 N O 2+•a s r2 O.C. 1 I EO I - J Cont. D STUD p 11 r/+'a-20 S S �wRID I t\ 7�q1 FQ �fl 1 O con! \ '` ` R IRED o I/Ib UC SCRfriS O 6' r•x 4"x.725'(6Gn. Co! W/NUT @�i/+5vLAcstatus ®6• ac.W/T r/2 Alin / ) 6•EN 1'x+'x.125 t IVOOD�STUD _ 606J-TS Allxn.TUB£(Lon!) (A�J 1NREAOED PENETRATIONo. wr/2•Aun F,2�q,l TrTRDADm P T7DN® ®z+ o.a s00• 60W7sO MIDW07H OF PUTS.1RRt MDW/DTH OF PLATE. D w- (2)1/+'m LAG SCREWS® t THREAD.PENE7R1nON O REOUI CH STUD YIDNIDIH OF (2) 1/+•0i. I.AG SCREWS O ` I : ALWWIDRT OF PLATE. STUD.2•Y,n.NOAI/AWJ AND w A(YTNOY aND W/2"Yin. 7NREADEO PENETRATION w/2'Yin. iNRFAOID PENETRATKIN INTO EVSVNG STUD. fRI)EXLSTWG STUD. ALTERNATIVE 2 ALTERNATIVE 4 ALTERNATIVE 5 ALTERNATIVE 6 ALTERNATIVE 7 WALL MOUNTING INSTALLATIONS INSTALLATION DETAILS ON MARYUM I SECTIONS A SCALE:1i+"a EXISTING WOOD BUILDINGS SEPARAION TO f#AS'S I I rB/4 -20OLTS W/7/B/x• NOTES: I 2 0. CNC NUT O I. INSTALLATIONS ARE ONLY VALID FOR AAX.AS.D. DESIGN PRESSURE RA77NG UP 70+65.0. -220 µvT AND PANELS LENGTHS UP 70 9'-0". 2. FOR WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No. Z W/SPECIFIC DENSITY OF 0.55 OR£OUAL 1 1 0.500' 1 C\-r/+b LAG SCREWS O 6 ``aaHeurHYlrrgl 2" P 1NREAOIDr r/PEr+EmannoN o Ti LQW ARDWOTH OF PULE `P�:••'�OENg•'••:�9 �� FLORIDA BUILDING CODE (Non High VelocityHurricane Zone F NOTE FOR COUSINA770AF OF SECTIONS: e102D Ia7Eto,ANC 0.05V BERTHA ALUMINUM STORM PANEL YP ' \ - T No.44167 WALL MOUNTING SECTIONS CAN BE COMBINED (2.25' DEEP) DRAWN tn:• �r� �� ;*"= IN ANY WAY TO SUIT ANY INSTALLATION EASTERN METAL SUPPLY, INC ALTERNATIVE 3 ��� o STATE OF ;z` �. E L' 1 N e. 426eW WENT ROADS ORM 7AiH ,V, - FGORIO�.•'��' WEST PA BEACH,IL 33107 • TILLIT TES71N0!ENCINEERINO COMPANY PHONE:(561)200-6I63 F•('+•• �� i� BSSd >t Sb soe,,,�nF,U,AS1r�ONIAINE����,I(r W(1AmLT)BE1R1 0aew: o N 1rt1,... FAX-(561)641-1716 20-182 A-0O6T' DRAWYG b A.TL -P.E. ROWDA Lie.1 44167 ; SWET 1I OF 14 I/4'0 LAG SCREWS O 6.0. 1/4.0 LAG SCREWS O 1/4.0 LAG SCREWS O G W/1 1/2'W6.TNRFADED 1/4.0-20 EECO 4'0.C. w//1 1/2'Yin. 1 4'0.C W/1 //2'AC. �� PENETRATON TD IXISTWG WOOD mole/emote THREADED Y&IE7RInON THREADED.PENETRATON l \ \ Hsom '7- TD EXISTNG WOODBEAM 70 EXISTING MOO BEW11 ContMOD BrAV REQUIRED. O ® (OpER P05/710N ) a'(Y,•n.)EWINGa' B•(Kin)EXISTING r/t"0-20 S..s BaIS O B•1/'n WDOD BEUI REOtIAtm. f2 O.G W/NUT&WASHER TON 1/4'0 LAG SCREWS O STRUCTURAL ADEQUACY E SIRUCIUR4L ADEQUACY 6"0.G W/1 1/2' r. OF EXISTING WOOD BEAN OF OOS7WG WOOD BE" 0.250' x _ j �- LIE CERTI Or 7HREADm PENETRATON REGISTERED ENGWEER OR TO E�CERRFIED BY / A m- I ^ 1 �.M fxsnw M� AW19TECT PRIOR TO REGISTERED ENCIhEFR OR /\ I I HEED' SHUTTER OLSTAWTIOM ARCIWELT PRIOR TO 2 0.500' i cON7 / L SHUTTER IN57ALUTWN. 1 Min ir'5Mn.1 M'n. �nL I 1/4'I-20 r J/4' O5 wooD HEADER --O I_" �:,�. 4ri I 6oUs w/7/a x f�' 1 Cont. m 1"MlNWUM I W RED 1 2 - I I J/J2'WING NUF m I WOOD HEADER I I O lT"TIC O �PnI I h SEPARA�ro W REQUIRED I 1"MWIMUM i &O 6'0.C O t-" SE'MWIMUAI N ro ' o _ i'YW/MUM I `, IFPARA710N ro I 1 x I T x SEPARAnON I j G�SS I GLASS I W ALTERNATIVE 8 cuss _ S I.MlNWUM A-- —_�_- SEPARAnN TO ^r I I yy GLASS 1 �+ I b I cNr. 1/4'0 RW BUWEX MJ SCREWS O 6'a.G I i 1 i 7/8 "x J/JZ' Fu' 1 •C �pNC® a I 4 J/4•BOL/75 I y u - I `-� .. I -- I 2--6" r - 1 2 r 6•CRZS 71W/i'G NUt B r EO %nn 12.Or- EO 1' I Cont. I _�— I ' •T• .1`.500 I 1/4'0 G SCREWS O Min... `Mfn.'9 Lbnr. i / \l --1/4.0-20 ELro MOD 6' LAG0.G W/1 1/2'Aft 1 I 11 mole//emole PLATE THREADED PENETRATION I REQUIRED Y/DW70lN OrPLATE.0.500" PANELW7E O 12' ED LEG LOCATION R fRFD Yin PENERLInN O 1 ONE 1•I^^V LB12z�" 10L4 0-10 x J 4 / UMWDTH OF PLATE (OPEN POSITION) 1 4.0 UC 9CREW5 O 1/I'I LAC SCREWS O 7S W/7' D SIUDf I I yI Ir-Min. / 4 0.G W// 1/2•M. 4'0.C. WAVG HUT O 24'O.C. T dlu1.-7 - 7HREAOED PENE7RATON. ,THREADED TOM O 1Z"0.C. //�• C. s.s ears o ALTERNATIVE 1 ALTERNATIVE 2 REntlweD 12 0.C. s-NUT O WASHER. / 11 Cunt -SEPA21nON I 1', •4 r f2s• BE" ' TO CLASS ' �COHT CEILING & FLOOR MOUNTING INSTALLATIONS 6063 4'Mon. 1fIBE(Cunt.) I I 1 (2) 114"0 IAG SCREWS O ALTERNATIVE 10 ' EACH sluD(enDwroTH of ;: 7/8 '3/32• SECTIONS B sGLE: r/s e 1 MD.2'Yin TwH�READED 1 �WlNG NU7 O ALTERNATIVE 9 NOPENE°D1 G1 CTRA)nori°rN✓DMNG Ell EA snrD STUD. EO / J I --'"' •AID SNAP GP E�TO REMAN CLOSED A7 MON WALL MOUNTING INSTALLATIONS wooD HURR/GW£CONDRIONS FL47E / SECTIONS A sGLE:1/4"- I• REQUIRED / I �.:/(oPMEN PosmON•) SECTION ® STUD TYP. TOP/BOTTOM NOW FOR COMBINATION OF SECTIONS: ALTERNATIVE 11 FLOOR/WALL/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUfT ANY INSRUAnON. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE Non High Velocity Hurricane Zone _��`y�? \GENs�c':P 02010 TILTECO.IND 0.050' BERTHA ALUMINUM STORK PANEL YP NOTES: - (2.25- DEEP) DRIWN Wl 1. INSTALLATIONS ARE ONLY VALID FOR MAX.A.S.D. DESIGN PRESSURE = NO.44167 RATING UP TO +65.0, -72.0 psi AND PANEL'S LENGTHS UP TO 9•-0- =>Ar c �r /► EASTERN METAL SUPPLY, INC 7/a/so2o L E\O O I N C. 4266 WTST ROADS DRIVE RAID 2. FOR WOOD FRAM£CONSIRUCnON: WOOD MEMBERS TO BE SOUTHERN =•o'•. STATE OF - WEST PALM BT/ICN,rL.3UG7 PINE No. 2. W/SPEC117C DENSITY OF 0.55 OR EQUAL ''P•. F P ,.��� TRU1T TESTING k ENGINEERING COMPANY PHONE.(661)=-6265 Gas N.R aW Sl.—a 4t�NA DN>o08 n 1)16B's 0,�:--• COR10 �c1�. �)� caml�l_1�,0•� 4>as)a71_1�1 TAC(s61)e41-171a 20-182 �/FiS'S.••• .Gp`� G-DO06719 ray.w oamlwN arz ttv.w Olsannl art DRAW'O.Y.No WµTER A TILLrr Jr.P.E. FLORIDA Uc.a 44167 d0 1Tar SIR'ET 12 OF 14 4 1/4o uc SCREWS o s O.C.W/1 1/2"ADN. 1/4 0 LAG SCREWS a 6" �RG MA7lE DED PENt WE 70 D.G W/1 1/2"UKFXISRNG WOOD NFR. /�IiRFADED PENETRATION TO / /OS71NG WOOD/ffMER 250' • Nor. .YQT2- I I 1 3 Cant. 1 11100wo HEIDER I a REOMrRED I o WOOD HEADER1 1 d f I t y1n 1'SEPARATION— TO GLASS I g 1'Min. I _ TOAVnON— GLASS I DETAIL 2/15 I I EXlS11NG y/i• - I ) r I � G I //1 T5 W/SS Yr; i KB1INtLG 7c r5N-xO7/'/r3/32 1OzW ..S 12- /B a I WI1TG NUT C- ® 12.O.a C-f _11�\ I: t9 LAG SCREWS b a 1 t LAG SCREWS°6' 6"a W/1 27/32" O.a W/1 12 uPc 1 W'n.PENETRATION° THREADED E1RIRON° 1 MIDWIDTH OF PLATE 2•x t PEA TEI MIDWIDTH OF PLATE 2.1 t'FLA REOUIRED 7 REOMWED INTERIORLY REMOVABLE PANEL(D W/ SIDEWALK BOLTS,LFOE DETAIL z) TOM THRU 5/8.0 �. HOLES AT 6°6'O.0 R FASTENED \\\\\11111............ AT REAR w 7/B•er3/J2 HBwc NUT \\\\ E\tA.TI[ ALTERNATIVE I2A* ALTERNATIVE I2B* °" `�`K B°'' `� ' [�T\GENgF ✓po a No.44167 WALL MOUNTING INSTALL AdT/0N5 SECTIONS 12 *VALID FOR Max. +63.5, —63.5 psf. / F OF SCALE: 1/4'= 1 A.S.D. DESIGN PRESSURE RATING. %rygSS/ONAj 1EN�\`a INSTALLATIONS VAUD FOR PANELS(D USED JOINTLY WITH INTERIORLY REMOVABLE PANELS n INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hu cans zone 02020 TUEC6,INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P (2.25'.DEEP) om"w W. EASTERN METAL SUPPLY, INC 7/6/202 INC. 42M WEST ROADS DRIVE DOG ° I E C O WM PAW BEACH,rL 33407 TIIUT TESTING M ENGINEERINO COMPANY PHONES(561#08-E263 20-182 ttsse lu.3etn.n.ss 7%NtOtM aNm4 n atta FAX(561)ea1-f7f6 Riau:(SOS1eTt 0. :(am)<n1-1611 CA-0-OOOB718 taw malftot an tm.w mvNn+ wn 0RAI�LVG ffo ER WALT A.TIIUT Jr.P.E. txo tT-oN SWEET 13 OF It RORIDA.UC.0 4A167 1/1 0 S.S.LAG SCREW 1/4-0 SS.LAG SCREW O MN. -H•AL7ERNATWELY, TRACK®MAY BE ATTACHED 0 4'O.C. w/1 1/2'NW. THRE10E7 PENE7R1710N TO HOLLOW CEILING AS PER DETAILS SHOWN THREADED PENETRATION t•x a'(Min.)00577NG ON ALTERNATIVE 9A, SHEET u. i'x B'(AC)DOSIWG WOOD&6W REOUIRED. E -E WOOD BEAN REQUIRED. £ 57RUC1URAL ADEQUACY STRUCTURAL ADEQUACY OF EXISTING WOOD OF EXISTING WOOD 1/40 S.S.LA(I SCREW BFAN 70 BIAM TO BE CERTYZED eE CERTIFIED T/4b S.S.(AG SCREW RE BY REGISIER£D ENGINEER O 4'O.C. WW1 1/2'MIN. O THREADED PENETRATION O TOR ARCqflECr PRIOR D SHUTTER INSTALLATION. �+) F-E OR ARCHITECT PRIOR / 7NROE WD PENETRATION ,I 70 SHUTTER WSTAL LAWN. •I' / 0.25' 0.25' a23' 0.25' A I I 1 5 I Cons. o I i� I Conti. 4 I '-0 I ��^ S�MC I T p Drrs�rINc� SEE Aft LE i t g f TEyY/S5TITI CL E I SEE SCHEDULE I tj G/A55 SEPARATImclON i N E CLASS I C G SEE SCHEDULE HR EEDUn LE I t �A I t g � I y 52 orm 2 rl-- d T I t I I R I i I ( 4 DETAIL 2 I t t I R I s t I I I —7/a•0 x 3/J2' I 7/e'0 x 1/12' I '-7/9'0 r J/J2' 7/8'0 x 3/32' W7NC NUT O /8 WING NUT O t ��� /8 I 1WNG NUT O EVERY SPUD 7 EVERY STUD STUD O 12'0.C. Qant 1 O 12'0.C cone 1 O 12.0.C. t i O 1?'o.C O I AC7LRNA7E I uTERNATE I Cant Cont.r I LEC COGilO } LEG LOCAIION� 1.725 � 1.125 I 1.T15' I I IN 1 2•x 2'.6' 2'x 6• �- 2',6' WOOD DECKREQUIRED I'-a _�'� REONRCD RENOW DEW OL ED2;e(O—U - _ ND00 DECK REONRED _ rRLilU4ED INTEAYORLY REMOVABLE PANEZO/ W/ MfE1VAOi W/ 1/1'0 !AG SCREWS O 2'OG1/40 LAG SCREWS O 4 O.C. SIDEWALK B0L75,(.SEE DETAIL 2) OFTAR 2) g./T 1/2'NW. MREADED PEJETR1170N WW1 1/2'MN. TWFADfD PENETRATION 1/Ob UG SCREIVS O 2'D.C, ATNRU 1'0 1/40 LAD SCREWS O 4'O.C. CONN�f)ED 5/60 W/1 1/2'MIN THREADED PENETRATION HOLES AT ILiJ O a'O.0&FASTENED HOLES Al 1 O 8'O.0 R fAS1ERED WW1 1/2'MIN iHRfAOED PENFTRATION l AT REAR W 700,IZI WfNG Nf? AT REAR W 7/B•IxJ/J2'WING NUT O EVERY SIDEWALK BOLT. O EVERY SmEWACK BOLT. ALTERNATIVE 13A A(,TERNAT/VE 13B ALTERNATIVE 14A ALTERNATIVE 10 AAgLN11f111HH,,, r_ceM6 A• FLOOR MOUNTING INSTALLdTIONc FILING & FLOOR_MOUNTING /NSTALLaT/0NS �a``� �LRA.TILIIT✓,, •� Q••••• GEN '••'P ,SECTIONS I3 SECTIONS 14 sauE: 1/4 -1. scaE:1/4 - r• 44167 .fa7s'y I•- 1/.=2Qrr•&s SLDL�wr OQLTS t$ I 1 W/J/••sLDTffD HFA1L FRFD ZO ']�`� STATE OF L� 6RE7P10RLY RENOrABRE P.VEI.r nIXU IaY NOfE 06•ac O LORIDt' f wE-2D NUT AT aEw. NOTE FOR COMBINATION OF SECTIONS: AF'•., �\\� 7wuHAW o p W D 6'D.a Fi0017/CQUNC MOUNTING aw BE lNSTALLA ON DETAILS ON EXISTING WOOD BUILDINGS .........A,1N1 I I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. U. - FLORIDA BUILDING CODE (Non Hi h Velocity HurrScone Zone)NOTES: 02020 TLTECO,INC. Q.O50' BERTHA ALUMINUM STORY PANEL1. INSTALLATIONS AR£ONLY VALID FOR ASD. DESIGN PRESSURE RATING (2.25- BEEP) OFUWNUP To+65.0. -65.0 pf AND PANELS LENGTHS UP TO 9'-0'. EASTERN METAL SUPPLY. INC IL ECO INC. /, BG4255 WEST�CH ti17M7 am2 FOR NEW WOOD FRAME L10NS7RUCTI0N: WOOD MEMBERS TO B£SOUTHERN DETAIL 2 - 1NSTALLAT/QN OF !/4{'x1' PINE No. Z W/SPECInC DENSITY OF 0.55 OR EQUAL. nun TESTING t ENGINEERING COMPANY PHONir 156, os eses Za 18Z .ss1 Ne.xn si.ss.off wmw9 GNIGq R. " HAIL•("1)MI-f 716 S/D£WALr Boas O REMOVABLE PA EL ��r-0 i0 prr rv1 ��Hb G-000B71B m.w olwvmx aic ay.w moNa aI.R WILIER A.TAW#Jr.RE SNEFT 14 OF 14 SCALE-1'-1' TtnluoA Lk/44167 ,