Loading...
HomeMy WebLinkAboutProduct Approval Florida Building Code Online Pagel of 3 RECEI�'�D 1UN15 201 Flo?a a t✓Y g.t"� BC25 lipme t i.og Sn ` Usti,Registration I Hat Topics j Submit Surcharge ; ;Stats&Facts I Publi—tions l FBG Staff I BOSS Site Map i Winks j Search Bushes Profes%(rki Product Approval C ((((���� .USER:Public User Regulation .I Product Approval Ment;>product or Aoolicatinn Search>Aonlicatvion List>Application Detail ` FL# Jro19618­lR Application Type Code Version 0 Application Status ved Comments Archived r 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 Ucensed Florida Professional Engineer Evaluation Report.-Hardcopy Received Florida Engineer or Architect Name who developed Walter X Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2015 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL_11968 RI COI EASTERN METAL Certification of independence drwa 11-223.odf Referenced Standard and Year(of Standard) Standard Year ASTM E330 2002 SSTD 12-99 1999 Equivalence of Product Standards Certified By Sections from the Code hq://www.floridabuilding.org/pr/Pr_app_dti.aspx?param=wGEVXQwtDgsxYIeb4opODf7... 6/9/2015 Florida Building Code Online Page 2 of 3 Product Approval Method Method 1 Option D Date Submitted 12/16/2011 Date Validated 12/21/2011 Date Pending FBC Approval 01/03/2012 Date Approved 01/31/2012 Date Revised 04/22/2015 Summary of Products FL# Model,Number or Name Description 11968.1 .050"Bertha Storm Panel(2 1/4") Corrugated aluminum storm panels retained or not by tracks -Drawing Number 11-222 to provide hurricane protection Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 RI II EASTERN METAL DRWG 11-222.odf 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 FL11968 Rl AE EASTERN METAL Product evaluation p.s.f.ASD and 8'-2"for+75,-80 p.s.f.ASD for mountings report drwa 11-222.Ddf without"H"header.See sheet 5 of installation drawings for Created by Independent Third Party:Yes o ans nd pressures. 11968.2 0.040"Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel(2.25"Deep)-Non-HVHZ- to provide hurricane protection. Drawing Number 11-224 Limits of Use Installation Instructions Approved for use i HZ:No FL11968 R1 II EASTERN METAL DRWG 11-224.pdf Approved for usei HVHZ:Yes Verified By:American Test Lab of South Florida Inc. Impact Resists :Yes Created by Independent Third Party:Yes Design Press e:N/A Evaluation Reports Other:Large ' sil span is 12'-0"for+25,-25 p.s.f. FL11968 R1 AE EASTERN METAL Product evaluation ASD and 4'-0"for+125,-130 p.s.f.ASD for sections 1,3,4, report drwo 11-224.odf 6,7,8,8A,9 and 11.See sheet 10 of installation drawing Created by Independent Third Party:Yes for other spans and pressures. 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 11-223 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 IT EASTERN METAL DRWG 11-223.odf 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. FL11968 R1 AE EASTERN METAL Product evaluation ASD and 7-2"for+70,-80 p.s.f.ASD for panels mounted report drwo 11-223.pdf without"H"header.See sheet 4 of installation drawing for Created by Independent Third Party:Yes A=N s and pressures. 1196 Clear Bertha Storm Panels(2 1/4") Corrugated Polycarbonate Storm Panels retained or not by -Drawing Number 11-220 tracks to provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11968 R1 II EASTERN METAL SUPPLY DRWG 11- Approved for use a HVHZ:Yes 220.odf Impact Resists Yes Verified By:American Test Lab of South Florida Inc. Design Pressu :•N/A Created by Independent Third Party:Yes Other:Large Mis ax.span is 10'-0"for+28,-28 p.s.f Evaluation Reports ASD and 4'-0"for+105,-110 p.s.f ASD design load.See FL11968 R1 AE EASTERN METAL SUPPLY product sheet 3 of installation drawings for other spans and evaluation report drwo 11-220 pdf pressures. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street Tallahassee Fl.32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: http://www.floridabuilding.org/pr/pr_app_dtl.aspx?pararri=wGEVXQwtDgsxYIeb4opODf 7... 6/9/2015 GENERAL NOTES I. STORM PANEL SHOWN ON RHS PRODUCT EVALUATION DOCUMENT(P.EA)HAS BEEN VERIFIED FAR COMPLIANCE IN NOTES: ACCORDANCE W17H THE 2010 EDITION OF THE FLORIDA BUILDING.CODE, THIS STORM PANEL SHALL MM BE INSTALLED-AT B.1)MINIMUM EMBEDMENT TAPCON AND PLCO PANEGMATf ANCHORS INTO CONCRETE BLOCK HtOH VELOCITY HURRICANE ZONES(MIAMI-DARE/BROWARD COUNTIES). UNIT SHALL 8E 1 i/4'",. TO DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECDON 1609 OF THE ABOVE MFNTTONED 600E B.2) T/$'CALK-IN ANCHORS SHALL B£#-20ENTIRFSC EMBEDDED USED WTO THE CONCRETE NGBLOMI UNIT.NO ULD STUCCO E FOR A WIND SPEED AS REQUIRED BY THE JUR1SDICAON WHERE THESE SHUTTERS WILL BE INSTALLEO AND STUCCO SHALL BE R WALLS IH NO SCREWS USED SHALL 8E t 1/2'LONG MINIMUM SHOULD 57UCCd EMS# FOR A DIRECTIONAUTY FACTOR Kdd0.85,USING ASCE 7-10 FOR INSTALLATIONS UNDER 2010 F8C AND SHALL AND t"MINIMUM FOR WALLS WITH Nd STUCCO, NOT EXCEED THE MAXIMUM(A.SD.)DESIGNPRESSURE RATINGS INDICATED ON SHEETS 5, 10 THRU 15. B.3)MINIMUM EMBEDMENT OF 11410 x J/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 718"INTO THE CONCRETE IN ORDER TO VERIFY THE ABOVE CONDITION,ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED, 114'0-20 SS MACHWE SCREW USED SHALL BE 1 SHALL BE FIRST REOUCED TO ASO. DESIGN WIND L04DS BY MULTIPLYING THEM BY 0.6 IN ORDER TO 112"LONG MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO, TO COMPARE THESE W/MAX (A.S.D)DESIGN PRESSURE RAANGS INDICATED ON SHEETS 5, 10 THRU 15. 8:4)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EMITHO WALL,ANCHORS SHAD. IN ORDER TD VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A J3R BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDICATED ON INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS ME USED IN 1HFJR ANALYSIS A OURA77ON FACTOR CD-1.60 WAS NOTES.IN 8.1)AND B.2)ABOVE. USED FOR VERIFICABON OF FASTENERS JS WOOD. (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RfCOMMEND4T70N9 AND SPfC/1771A770N5 OF DIE ANCHOR`S STORM PANEL'S AGEOUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1809.1.2 MANUFACTURER. OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS j 1128,01-OD AND(0670.02-05,AS PER SSTD 12-99 STANDARD. ' 7.PANELS MAY ALSO 8£INSTALLED HORIZONTALLY FOLLOWING IAISTALNAON DETAILS SHOWN ON SECTIONS i THRU 9(SN££7 J& 2,ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-HJ2 OR J004-1134 ALLOY, 5 OF 15)EXCEPT THAT HEADERS 2, 3&4 SHALL NOT BE USED. J ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-76 ALLOY& TEMPER UNLESS OTNERMSE NOTED. B.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 4.ALL SCREWS TO BE STAINLESS ML 504 OR JIG ASI SERIES OR CORROSION RESISTANT COATED CARBON STEL AS PER BUILDINGS DIN 30018 W/50 kst YIELD STRENGTH AND 90 k3I TENSILE STRENGTH&SHALL COMPLY W1 FLORIDA BUILDING CODE g INC/NSTALNAON CONIRAC70R JS 70 SEALJCAUGK ALL SHUTTER COMPONENT EDGES WMCH REMAIN IN CONBNUOUS CO ACT SEC77ON 2411.3.3.4. WITH THE BUILDING TO PREVENT WIND/RA/N INTRUSION.CAULK AND SFAs SHUTTER TRACKS ALL AROUND FULL tF S BOLTS TO BF ASTM A-307 GALVANIZED STEEL OR NSI J04 SERIES STAINLESS STEEL, WITH 35 kst MINIMUM YIELD STRENGTH10. (o)THIS P.E.D.PREPARED BY THIS ENGINEER IS GfNERIC AND DOES NOT PR044DE INFORMABON FOR A SDE SPECIFIC 6.ANCHORS TO WALL SHALL BE AS FOLLOWS.(UNLESS OTHERWISE NOTED) PROJECT,•Le. WXERE THE.SRF CONDITIONS DEVIATE FROM THE P.E.D. N INCLUDING LIFE OF (A) TO EYJS17NC POURED CONCRETE: (a)PRODUCT,a8ASE'D R To BION-7T!lSP.EI.D PRUWO£0 HEJSHBLE FOR THE f DLLS NOT DEIR FRO1%PURCHASE AND M 7NEO000ND1TONS EFIRED OWINISTti15 - 114'-d TAPCON ANCHORS*As MANUFACTURED BY I,LW. BUX:OEX. DOCUMENT,-CONSIRUCROR SAFETY AT SITE LS TBE CONTRACTOR'S RESPONSIBILITY. - 114'a x 71.9-allK-IN ANCHORS OR ELCO mda&fem is 'NANEtMATE"AS MANUFACTURED BY POWER FASTENERS, INC.AND FIGO CONSTRUCTION PRODUCTS,RESPECTNELY, (6)THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 114"0 x 314'ALL POINTS SOUD-SET ANCHORS AS-DI57R/BUTED BY ALL POINTS SCREW,BOLT&SRECALTY COMPANY. ed)-SITE SPECIFIC PROTECTS SHALL 8E-PREPARED 8Y A fLdRlOA R£G/ST£RED£NGWEER OR ARCH(D=CF WHICH ANLL BECOME -NO7FS1 THE ENGINEER OF RECORD((EO,R)FOR THE PROJE6T AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE A.1)MINIMUM-EMBEDMEHT INTO PDURED CONCRETE OF TAPOON AND ELCO FANaR4TE ANCHORS IS 1 314`7 P.E.D.ENGINEER OF RECORb,ACTING AS A DELEGATED ENGINEER TO 7H£P.E.D. ENGINEER, SHALL SUBMIT TO THIS NITER THE SITE SPECIFIC DRAWINGS FOR REVIEW. A.2)718"CALK-1N ANCHORS SHALL BE ENRRELY EMBEDDED INTO TME POURED CONCRETE NO EMBEDMENT INTO SIVCCO SHALL BE PERMITTED. 114h-20 SCREWS USED SHALL BE 1 112"LONG MINIMUM SHOULD STUCCO E)GST, (e) THIS PEO.SHALL BEAR THE DATE AND ORIGINAL SIAL AND SIGNATURE OF INE PROFESSIONAL ENGINEER OF RECORD THAT AND H"MINIMUM FOR WALLS 1W7H NO STUCCO. PREPARED IT. A3)MINIMUM EMBEDMENT Of!/47e x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL HE 7/8`INTO THE POURED SECit. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL 111 ACCORDANCE WITH CONCRETE NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4`G-20 SS.MACHINE SCREW USED SHAtt BE 1WITH LABELING 171.8.J OF FLORIDA IDA ON 7fB CODEONETHE BEL SH LL BEPL4CEQNG CODE EVERY OPENING. 112"LONG MIMMUM SHOULD STUCCO EXIST,AND i"MINIMUM FOR WALLS WITH NO STUCCO. A4)IN CASE AAT PRECAST STONE,PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISANG OAU.OR FLOOR,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1)&A2)ABOVE (8)TO EXISIWG CONCRETE BLOCK WALL; - 114'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W.BUILDER. - 1/4'd x 718"GAUP-IN ANCHORS OR ELCO male&female 1PANEG4ATE"AS MANUFACTURED BY POWER'FASTENERS,INC.AND ELCO CONSTRUC7ION•PRODUCTS, RESPECTN£LY. - 114'0 x J14'ALL POINTS SOUD-SET ANCHORS AS DISTRIBUTED WALL POINTS SCREW, BOLT.&SPECIALTY COMPANY. ! 11IN//rrr��w FLORIDA BUILDING CODE Non High Valoctl dlurricone Zone) % 0201#MIECQ NO, 0,040 BERTHA ALUI�MNUM STORM PAWEL L.o./Rr/A.a 2,25" DEEP) or: `3 1,\�� Tof C 0 t2/aeflt 7.y of EASTERN METAL SUPPLY, INC '0ALH .A LENL. 4265 WEST RCAVS ORAE f T,lae"SUNlGsA�OWECRrGRtgeYCC-Ur JIMvrxklf 6a)m9 eTW�.*AX(56 mit-1716 11-224 �•�'s .. A G� y,1 %w +(aw, 1w.2r,(M.l'-fut err.ia, aor.�nan avr mt n arsvrdr wr ORAWNM hb Slow- !!'' WAt7U7 A�71Jt P.E am as res J SNfLT 7 dF IS 1LORICA tAc. 44!67 14,e4s'(room.worn) •e.845'(IMAM war) 12000•(FJTECIhS IN07x) (FFTECRYE wJORr) I 1.500 500' .600^ 4500- 100 500 4.500" Sao' w7 Mr7C,"6 'v,W,wCAee6 �/ 3000`Nar. T.470^--' �� 7G9J (7 �2.4J0• .259• J9 RfTs' R.150. .7T5' .JB1' R.250` R.ITJ' + ' 2#s•�-- -{2.125•{•- • •� EULL PANEL Wl HEMMED EDGES HALF PANEL W/HEMMED EDC"fS R.175' f Jn A.200 ry �• �� R.123 fs.l1H'(/OrAL WJDM) 9.112'(ROTAL w1DJN) 1Y!• 12000'(EfFECINL'N1rH) FtFECtTJE WOJN) 1. 590' "�• 4.500' J09• !. �( 4.500' �'{- { { itltt R. I As'uMT'GaC ! (TiPI F-i 1 �Ts9/5h---2591" 'M 76PJ tl F-. 2 • IjIJJI I/flys a �� "h"NEApER Q "A/ax "U"Bl/ILO OUT O Ur. " 777p,77�SER T!((/p�9 »l2Jas { 3.6s alas i -ts.us'h ''/"•' sows,37a.1, V. - P L 167 rAu: .Mal , 759• ,.•.Jar ` '°•'•. ST OF 74 S{ 17 '"°ra'2'e t� •.FiO 104. c4 << ?.374' 64• tea*- FsVnjOi�i .�..1.�.,. .1R.1 5 Kn"WN LEO fOnW 9J`y .095• .1 +11y�1 ALn7rNRE a4� �•--2x99•--•� `. ! -I{�-.099• .912• L�9CAr�x - �--x.900•--� g "F' TRACK ANOL 9(@)Jnr! MOM AM{�j�,' •_. 8 3.8 B. O. 7 XZ4"�-8i�. ? LiEYERSEL► F"AMOLF TRACK O m v J n•-r s9,r: S{33 ANGLE-BUILD OUT BRACKET- O -0. . SGs,W-1, sau,Jin•.r "F" TRA CX "F" TRACK 094• fC11A,0/6•_,• swr:.w••+' .uw u PIS/V'o ffiLaS t AT h Top mu Or@ ew arm .� aaJll• - - 6ft6•N9JE �� .1_ aJrP O BOIJCW 11NE FOR 1JJ4Y-A0+A• 'T+ ' --'�" •81s• a7J0' � - SS k4C1NNt'L'C.4EW rAPCOtM.e W.- OX1'0`m -9sa••O .oaa• d rxram ya a},/}►t/ttJ.�a'@ e:ImY.mS' I -T�' lT • • -�.-.49J^ OPTION_t 'S «L� 3/Ja•�}^ 1,K'EY 1• sLtlE1 J/1R•-1• RETAIL fa s1uD w/me usr ZIJr f0 KEY NOLO A� PANELBOUND IM AT PANEL 1 f NbLE WASHER � �.� KIM P141ED ww0Nur (OPTION TO- 10) J'wmirrJy�� JT• r4• .215 ►�, ,s.," ,"LflNG�vALL PLATE co TS W. Jx I o,ra T4 FLORIDA BUILDING CODE Nan..Nt h Va/ocll NrrrrJeane Zona) o,2•a c -f'K � 'w 02011 1747=A.r 0;040 BERTHA ALUM)NUM STORM PANEL 1.0✓R.G/AX ILe LOrAWN L 2.25"!TEFF- oR7wN aY StF � 17/9e/IJ L ° ,, . I 'a 21r EASTERN METAL SUPPLY, INC Mir., I- T •J� EL E C O N 4256 wEsr RA 9a5� .s41 wEsr PALM Baur.tt.JJ497 11-224 ifST/ND R ENCtNeeA1N0 COkPANY PHOW.(561)209-826J.W.'(66f)84J-J716 f2 SIN/ WAL !.7$"x0.$32_' fJ Z"x5"w " (+a't f5 "C" T14ACK aJss cy v�sa sn Ja¢asw a wws n JS,ae mn ORAwnk No �, nw,..,.ia49n-+JJO.s,rJaaran•!v! .,K w oenmm, "rt "r.w alra"+", ANGL WfN STUD A CLE Wf UO snuc:J7a -: ER-9m57ts m n_,u v a meE1 a cv/s sek0 w'-+• swE.JJe•�r' Lk�+irai TOP TRACK (S££COMPONENTS. SHEET to OF 15) CONCRETE ANCHORS (SEE SCHEDULE) a f 1 M1�. 1 Min. O 00 O O a TT_1-i__-+_`.. _ _._T_ _ _ ----------------- ...... ---_T..T_T..T -f'.T_l..__f-T-T-T--T-f-T-i---r_�-�l I I i h 1Fd T 0 TYP Pj i T— Rol A A w N 4J 1/{////rrr✓r r f. z I CONCRETE ANCHORS (SEE SCHEDULE) i �� ` 7�.�"' ao M TRACK °`• STATE OF :,S�TLORMANEL TYPICAL ELEVATION COMPONENTS, SHEET 1A OF 15) _ t SCALE: 1/`8"= I" ��SSYQNA '+ 1/4"Mox. GAP 1/4"Max. CAP 7Yf FLORIDA BUILDING CODE (Hon High Velocl Hurricane Zone 02011 JurFca m O.D40 BERTHAALUMINUM STORM PANEL ia.(WA& 225"DEEP) aNAWN ar. SECTION A-A -� l2/AM, �� `� EASTERN METAL SUPPLY, SNC J31JG 1!L 1 ECO tae. .Tae wesr Hans nmx SCALE t f 8"= f" wbst lwir Qa�trt JJtes / aw Ma aearse a°'�tQtNcrNINa ca�nyly� I 11-224 N'OI !'NGr✓C'(Sel 1M-axBJ,TNG(5BJ)81)-1710 p (+.+P)i-ISfO.!a"t{J61 11-ISTI 1M Y MGVAO" iYl 't'R M MSbHM bA QN,rIWNQ� - $77Q WN.1ER A TRL1F Jl.P.L, m^a^tN 1 • SefEf 7 or 75 F2a1NM LJC. It197 I/f=0-10 X J/1"SSALZ Mpcgff$acD mala/ TAPCONS t2Cq moNJ TAPCONS.ALL POW SOLID-SO OR 5 W/0.075'X 0.87S X f/B'So. female PANIIMAi'E R female PANEUMTE R ELCO may!oral.PANELA(VE G SCRAP HUD ANQ W/7 X CALK-IN ANCHORS CALK-IN ANCHORS OR CALK-IN ANCHORS J/J1'W1NS NUT O I "O;C. (SEE SCHf01/LE FDF SPACING). (SEE SCHEDULE FOR SPALYNC). (SEF SCHEDULE FOR SPACING). -� a I Is N Is N POURLD NI POURED W I cl I A CW REED I C E WNrownEp QUI REVVIRE0 Can/. Can. I j I I'MLN/MILM SEPARAtlDN 70 EX1SRAC CLASS I t"mmmv SEPARABON rO EXISTING CTASS I �y i'M7N/Mt1Ai � I SFPARAJ#LN TO f=nNO GLASS I I SW SS/ q X J/J2 15J5/4N.fi 10 X 1" WLNC NUT O rihh6 NU7 O 3/31 4 f?"U.C. I I ( / o I POURED J w , ' PoURL•O `'f ( ti CONCRETE II!( CORE' I POR CONCRECOOUR£G T BLOCK WALL BLWAU RCROEREOURLD OU 1" OCK I -BLOCK WALL $ RFgUlRfO TAPCONS•ALL Po1M SOLID-SET TAPCONS ELCO•malel `^. ELCO wk/tcmait PANLLALina female PAN£UNT[dR OR CALK-1N ANCHLASS 9 Cant. CALK-IN ANCHORS lAPCON$E7,C0 male/ ' (SEE SCIIEOULE FOR SPAC/MD). (SEE SCHEDULE FOR SPACING). Cent lamo�Atxu�w G� SfGTfON_A ANCHOR (SEC SCHEDULE FOR SPACING). $CanG ---i WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION I ( SECr/ON 2 SECTION 3 i t SCALE:J/B'- I' EDGE DISTANCE 7B (SEL SCHEUI/LE QN � I ! �f O � SHt'EFS 10 OF 15) / a _R ✓ lrNFrrunr��� OID CONCONCROC ! ? a�,L+'��R A. BLOCK WALL 1 P �' Rfb[DFED --- AdA "��GEN3L� FLORIDA BUILDING'CODE Non Nlh Velooll N111'FlCOnO Zona r —9jconG NOTE FOR CAUSINAMN OF SE017ONS: 01011 TV=M. 0.041) BERTHA ALUMINUM ,STORM PANEL aolar/Ao. .WALL/FLOOR/CEILING MOUNnNC SECnON5 GW BE BECT=ON A�STUD COMBINED iN ANY WAY 70 SUIT ANY IN5TALIATION. ••f.a [jOF ,l : WALL MOUNTING I ! ALLAT1t3N - ., (5 r�E t �A EASTERN METAL SUPPLY INC DAM ••''•�O n�Q• I5 raur=77MG R LMG/N£ERWG COMPANY l l�'1'14 SECTION I =,Fs �\ sA 0L.nR s e.aa: n.urm PRONE(301)106-B1d7 FAX t501)0t!-l71e S�Ma� f' R"" lJm7°eB"rooairsflvr oRaWw01m / 4 f' SCALE:3/8'- I' �.........1,11"! WALTER A nLUi Jr.P.& m m-Ia ItAM a SNEE7 J OF!3 RIGSKf.1 lie 44167 CllK-th;Att PgNT SOLID-S£r OR E1CO»M!e//amok PAN£LMA7E 7/e e r J J2• 7/<• ^20 r J/<•S.S.M.S. ( d� 7/<"s-20 5HIEWALK 80Lr ORO is4A+GHUlsl@ t2'O.G 5 W/O.d73'r 0.675'x IJd`50. Wj1 j N/i/<a-20 TRUSSFi£M so,r++ rAPCONs,ALL Powr soup-sq,, nt. SCREW HEAD AND W/7/e LJ/J2• ££SCNfO7AE FOR SPACING) ELCO mole/tomo/°PAN£lAN/E W/NG Nor O 12'ac. TAPCONS,p.CO mak/ OR ULE FRt SPACING),RS / tamale PANE2MATE DR /� / (SEE SCHfaILtE FOR SAACiNG). / CALK-RI ANCtfORS / ` (SEE SCHEDULE MR SPACING}.� Cont. 7a POURED POUREDPOURED Li ONCREN W k CD+WRVE W 1 t CONCRETE 4i Rrot"EDREgPoR£D I REQUIRED I I I 1 I i MLY/MUM I �9Q J'!7l1JlMUM ! 7 t SEPARADON TO 1 p SEPARAT'7Ni0 I EKMnNO CLASS I Cit EXISnNG CLASS 1 SEPAnON TO I d EXISnNG CLASS j W 4'M2p x t`SS.MS. 1 h W/ J/J2' ! y WINO NUT O!3" 1TS�W/D7%J%r J2I I S I I 6JO/JJ2•WINO NUf O { f7NISttEO WAIL •'O.C. 1 Ws. / ! RNC eWI _ II WINO NUM a t2'D.C. { OCf MREKWALL. POURED as I f p ( POURED w S Cant i OR CONCRETE '+I I CONCRETE I BLOCK WALL OR CONCRETE TAPCONS,AuPOINT SOUR-SET OR REOUNIO I ft=WALL ELCO nntnjf°mota-PANELtt,7E_OR - I REAulREO I CALK-IN ANCHORS (SEE SCHEDULE FOR SPACING). I TAPWAM, £LCO mol°/ t Fam PANE7MATE CAR Cbnt. CALX-lN ANLYIORS TAPCONS 4C0 mala (SEE SCHEDULE FOR SpACDD). Tarrala CALX-^iN-ICH R Cant AANCHORS (SEE SCHEDULE MR SPACING). h—JYA.L,}-� K�1llC — 1 �7'iON---- ___ �yAkL—�OUN�jj�Gt—INSTAtG1T/-N ____ —_ WAD.OUT INSTALLATIOIV _ -t �G TIV - SCALE,J/b•- 1` SECT/ON a/a'-r• ,sEcnpN s SCALE:JAB•. ,• __ ,i I/LId/IITHi i o E.'D._(E(SSDEfC��E'DISTANCE I R Q.r��lt+ SNfE15 OOf.15f ��'i�„��''' T✓9 fLORIDA BUILDING CODE Nan NI h VOWII Nurdoand Zone 7XIM0,eA. 0.040 BERTHA ALUMINUM STORM PANEL La/R.a./A.a _ _.._..— aY (2.25"DEEP) DRAWN V. SIDE WALK BOLTS ARE J<'Ox.T J27H)OK * / ���� vY/COJtt NOTE FOR LroMBuwnON DP sEcnONs: 26 NADHNE SCREW /LENG � o: // :' EASTERN METAL SUPPLY, INC L1A7E• W/ 7/H &�A 0� AS PER NOTES A2&&2(SHEET 1) 1 ��'' WALL,/FLOOR/COLWC NOUN77NG SECnONS CAN BE ++ +�p''• F(Q R�pP;'��t�, T1 L 1 E Cr 0 I N C. .0 wFST Ra as msvE COMBINED IN ANY WAY TO SUIT ANY INSTALLA70M. TRUSS HERO 80LJ5 ARf T ex!/BRNtCX o �' .......... t , WEST PALM I ACx,n_.xT<07 HEAD MACNWE SCREW WJL/�p M O • ��' Lt null IESTINa<A ENOUHEERINa CONPANY p ,rD J01)209-0?dJ,FAM(301 11-1710 I I••22.4 AS PER NOTES A2&B.?(SHEET 1) s'S�QNA,•� 4tt °a't iivr'f0�.rmetapw{ tu u1°a m a I auel r¢n. aosnav wu dpAWINO Ab WALTER A lNLIT J.PE .57 SKEET < OF IS Lf0.. 11107 CHK-W.ALL POWT SOUR-STT OR ELCO»wbjJemab PANELIAATE 0' E.D. W l/+"1-20 SIDEWA[K BOLT OR O) 7MCON3 OR CALK-W ANC7/ORS. % TAPCONS OR GUX-rN ANCHORS TAPCONS OR CALK-dY ANCHORS wt�W�r!+'v-zo % (SEE SCN£OGtE sPACWcI• GssH Lr++ % (5EE sOHEautE FOR SPACWG), E.D, (SEE Schrour MR sPACNcJ. E.D. E. (SEF SCHEME FOR SPAC/NG) / POUREQ CONCRETE CONCRETE REOUlRED I I REOWRED _ I I RFOWREQ I , a I I ! I I CONCRETTEE A +t£G t T TION REQGW� I 4 cane I i 4 con ( $ tbnt I I I I I I I I I t I I I I I I I ArJtmGx ! t r•AONMUN I t I I t SEPAR4n0A TDj D(IVM&ASS j � xsnCLASS I I � I I"AeAwux I I i SERMARDx SS I I EXISTWG GLASS SEPA "N; Ma. I I ExsrOTc GLASS i ! ( 7j8'0 r 3/JZ' I 1718.0 x J!J?' i i 1 r2 4NCT 0 i ' 2'a z o I ! 1 t I t ALTERNATE I I I f a- t ( I I toGnON Cant.. I I C At. I 3 ; I POURED O CONCRETE » OR CK E WALLw 1 RREO RED /� i l //A /f1 !/., tF0 LOGRDN �t (.DDD p.oaa CONCRETE I TAPCONS OR CALK-W ANCHORS ):< £Q RECRED (SEE SCHEDULE rnR SPACING). TAPCONS OR CALK-IN ANCHORS (SCE SCHEDr2f MR SPACING). TAPCONS OR CAL-IN ANCHORS E c POURED (SCE (SEE SCHEDULE FnR SPACWQ), CMK-LN ALL POWT SOLIM-SFr OR RfOUlREO REOGIAED ELCO.14uf.mob PANELWITE o 0 E D W/ 'p�-}20/5/D/EWAIX BOLT OR o (SEE SCHEDULE FOR SPAONQ) ALTERAtATE W,dLt MOUNTING JN$ZA 9TlON (D Ate) -CEEILING & FLOOR MOU NTIAW CEILIN & &LQ08 MMUO MING-A.�F_LOORAD0 —SECTION-7 —scAEE:J/B-=r• -1N TA£LATIfIFi-SECTION B �{((STALrarroI - SECTIOAf ,INSULLATIQN - S£QUM 9 SME t ale'_I' SOLE:3/D"-r scA l:a/D•—I YA . R N s7 mm�OF--+c- 70,-75 PRD RNDEKN PRESSURE RATING G D. EDCE DISTANCE DaLisj" AAAtAd��R A,rTJ(�!T'- Ay \' ,. ✓`_ FLORIDA BUILDING CODE Non High VQ/DCII Nurricand Zona 1 \ ? *rot$mrrCa wc. 0.040 BERTHA ALUMINUM STORM PANEL LcjRE✓A a' 2.25"DEEP} OMWr aW SlOf WALK BOLTS ARE.T1f orJ�J27HICK "* � ` t2jOdJTr NOTE FOR COMBINATION OF SFCT/DNS; HEAD AMCTONE SCREW Ww��(Q N ma�yy//� EASTERN MEi'AL SUPPLY, INC D,e/ WALT fZOOR/CVUNG MOUNTWG SFCnONS CAN BE AS PER NATES A.2 R 8.2(SHEET rj / ++ �' STATE of QzI L E co N�. .2d8 WLSF AA310S ORK COMBW£D IN ANY WAY TO SUIT ANY DISTALLA7/DN TRUSS HFAD 801 ARF r 10, 87HTCK t4 i' nttrT 7£ST1N0}ENOWFrR1NO COMPANY WM PAW SLAW,FL J3407 J J-224 AS ER AID ES A2 tr B�(sT'DiETf�r l tic :;c(ORIDq;:` �c• A' w+w, s u,.. r. aeras .u:M PfldtEr($01)10A-B2ld FM':(5811011-1710 _ ' ` i��At���IC1'AAi� l»..•"''( �T pen-It aK n as 'Cos rx r arnmar Aar SNS SOF 03 TAACONS,ELCO mde// /erode PA W111 OR rAPCON.1 ELCO male/ TAPOONS,OR CAV-18 ANCHORS TAPCONS,OR CAtK-IN ANCHORS i CALK-kV ANCHORS _ /ample PANfLW1TE OR (SEE SCHEDULE FOR SPAC/NC). E 0. (SEE SCHEDULE FOR SPAGNC). (SEE SCHEDULE FOR SPACING). R CALK-IN ANCHORS E.0. ��,( (SEE SCNf1Rl(E FOR SPALYNC). POURED POURED 1 �� CONCRETE CONCRETE CONCRRETE ' REOU/R171 -f0. ,-EO.- RFOU/RED� 'ED. RfOD/REo I I CONCJ� W aL REQUIRED I 2 Cant. W I I I 4 Cont. I I 4 Cont. GLASS JI I I I I I I I I CLASS G J�-I'X1N/XUM I t m TING CLASS I I--1M/N()m/N I I I L-S£PARI7AN TO t SEPARARUR TO' I I i DOSDNO GLASS I I Exsnnv cuss O1 t6 I i I DETAIL 2 DETaL 2 I I g I 114'01-20W BOLTS W1718W I r J/J2•MAIC ALIT 0 WO.C I I I SEP"TJON TO CLASS I a I t N I 16 I I 7/s.'R x J/J2' WING NUT® I I I POURED W I I I 'BOLTS W/7/8 Ox Cane I I 11'O C EDGE OF I WING 0 CONCRETE O ,I -J/J1'WMC NUT.e I KTQ,, SLAB 1F WING NUT b OR CONCRETE I 12'O,C IOCARO11 N T I APPLlCAt71E I 12'0.C. BLOCK G RECUR D _ CONE•RfIE I I 3 I 6 OR CONCRETE I I Cane I Q I NATE LEO T BLOCK RNLI, IAPCON$ELCO mole/ RfOU/RfD 1' LOGTXIN TemP/e PANQMATE CALK-IN ANCHORS 6 Cont. U POURED -- (SEE SCHEDULE FOR SPALYNG). INTERIORLY RSWO✓ABLE PANE L CONCRETE W/SIDEWALK BOL7S E£DETAIL REQUIRED TAPCONS OR TAPCONS ELCO male/ CA!)f-LV ANCHORS I 7APC°N;OR I 1' ECCE Of Tamale PANELMAlE0R CONN£TED la 11(�57HRU 5/B'Y / SUB SECTION 1OA CALK- ANCHORS HOLES Ar O 6'QC.;.MIEN ��R p £D.� U COWRETE SCHEDULE°NJ U u aBLE (SEE SCHEDW£FOR SPAC/AC). 6 Cant. AT REAR YYYYY➢"IfI. wJ/31'WING NUT REOLYRED FOR SPACING). ED.---I e EYERY S/DEW.ILK BOLI. W7MORLY REMOYABLE PANEL(1 W/S/DEWALK BOLTS CE DETAIL'1J �2QR_ss.-SOLIGILK-BOLM-- - -- -SECTION-4-LA - CONNECTED-TO_TLBMT-e/eY— ----- 16 IBB' "Ah/"Rwaa�Y�mv`E'Le'°P'wa.8 SECTION 1019 SECTION 11B HOLES AT 16 O 6.O.0 s TASTENED I—1 WIPO 12 L "�f R IR G` CEILING & FLOOR MOUNTING INSTALLATIONS Ai ROw®/ rxJSDiwA�°Barr. ur R'/Ir,•-ID NI/T REAR, xr�2. RIA�E WALL MOUNT/NG 1NSrAUATIONS SECTIONS 1-1 O 8.O.C. FANA --SEcE(= 10 SC&E.J/B•- 1' SCALE:J/B'-I• I I "1 n I IT I w/ru IN Jim 1t1 0 //" FLORIDA BUILDING COOS Non Ni h velcell HufTlcone Zone E.D. FOCE DISL{NCE 1 1875' I I (sEEs HEDucE aN Ad :' \CEN,S� •.,9 eaon 7arEc».LAa 0.040 BERTHA ALUMINUM-STORM PANEL Lo/R.r./Am SHEET TO .OF IS) A\ ,•• 225"DEEP ORARN er: —.040• EASTERN METAL SUPPLY, INC N07E FLLY CONBINATION Or SfcnONS: / I '�': IL ECO 1 N C. ,288 FEST ROMS DINE n�rAlt Z —INrrALIAnoN OF rjs YI rlWT TESRNG R LNGINEERTNC COMPANY WM PAW L7FACH,R JJI07 WALL/7-11 CQLWC NOUNRNG SECRONS CLW BE ': $ TE OF .` ,,,,1 ,� ° °'a murvE:(6el)209-826A FM 11-224 e1DEWIlY BDL au+MK ss aa.wamnaL n.ulea (581)8,1-1718 15 O REL-�VABL_F PA A CONBINED RT ANY WAY TO SWT ANY IN57ALu710N. Z 0 '•.F � 1 oLwr r n-1110.!,Lw n-1311 DRAWING Ab s"`•I .r __.L�s.,COR10P: ��11a1` mai L�,�Na°Lui1 rei �R f. aim sTaEr a ar 7s ••....7T,n,11L i rApcoNS.QCo mWe// TAPCONS,QCO male/ /emale PANELNATE AR /emafe PANQ'Ie1TE OR ° a CALK-fN ANCHORS CAU(-1N ANCHORS ° (SW SCHEDULE FOR SPACING). (SEE SCHEDULE FOR SPACNC). C: — POURED ed CoNCR£f£ CO�R� a mw J 1/a• EXISBNG Rzo-RED C qj REQUIRED d BRICK VEENER W I I I w 1 12'M/N. 3 P WN Canr C.N. °d 3 C-L I I I (!)SIDEWALK OLr W/ • !/x'-70 JAOYNUT I �(MOUNRNC BOLT) ° P PAPON SEPARAT)Dy TO .' EXISIINO QUSSVT La, I I I POURED CONCRE/E ab PANEWgTE NABI/a' SQ4 CONCRETE BLOCK ANCHORS(SEE STM A1AHNIMUM SIDEWALK BOLE W/ h WALL REQUIRED SCHEOUlE ff1R STE£I.ANCIE UMQSEPARITION 701/4•-20 JACKNUT SPACING) '�APPL�.1B�EKrST1NG CU155 C! (T)AT.BONY fUNCE ' I"MININUM SEPARCON TO ENlSRMi GIAS4 (2)1/4•-70.1/2'SS. 1/+fO�I I I I � I - I I 1 I (1)1,14°-20x,/YDusavas. ` sem BOLT W jy I I (2)AT4FRONT FLANGE +� Ba7S W/71a v. 3,112'WING NUI O _ '- 12'40. II I 1 1/4'MNN.' PENf/RARON r0 (CONCRETE BLOCK) I EXISDNG L/+'rr-aa:J/4• I r/4•r-aa x J/4' .Ar 1.!/7•Jt7 Po u. 1 ears W/7,161. I I ( ) Ara/cABLE POURED C J/J2 -NC NUr O 1 POf1RE0 BATS W/7/B°Ox_ CONCRETE C J/J7'WiNC NUI® 1 OR CONCR£!f Vi 1 a'0.6 I I I CONCRETE I I I I BLOCK WALL OR CONCRETE W 12'O.C. REQUIRED I I BLREDUlREL I 7APCONS QCO mde� I UPLYkVS, CO mob� /arm4b PANaMIE OR /emab PMELALilE DR I I —_ ____-__ (SEE SCHEDULE/CVP (SfE.SCNEDULE ri7R 2' J!/7'--I SPACNG), $ SPACING) "...-.;.�_..._..:,. .F.:;y.�:.:..,. >. 14Uf lLIY Cant. 3 ExsTNG Cant. BRICK ICKR POURED CONCRETE V/47xT QCO mob OR CONCRETE BLOCK PANELANIE NAS ANCHORS SECTIONS 12;4 WALL MOUNTING INSTALLaTlONS WALL REQUIRED (SEE scumuLE mR SPAcINGA SCALE .SECTIONS 12B SE,cj(QeL�(� WILD QUr SECT/ON 13 LL�ITION 1111 P� •........... scALE:J/c•_,• d FLORIDA BUILDING-CODE Hon H/ h Volooll Hurricane-Zone F D. oQi:- INSTALLATIONS VALID FOR PAN I S n f/CFA -�nlut�i v �\,ENS�c''•.9 62011 mrECO,4Ae. 0.040 BERTHA ALUMINUM STORM PANEL LO./A:L./A.G. EfTs lD.or,$) _WITH -INT-ERMLY RE'MOVA'BLE NNELs n . i N0.441 2.25"DEEP DRAWN Br. * 12/46/1! NOTE PoR COMBINATION OF SfCNONS; .b:, ray=7yr�.�* . {. EASTERN METAL SUPPLY, INC DArE WALL/i2GOR/CE11WG MOUNrINC SfCRONS CAN BE •'• / pop 1� 'L r�O I N C. 4T6B WEST RGIl1.S ORNE' COMBINED IN ANY WAY 70 SUIT ANY WSTALUIKHV. =��•'•.F pU✓' __ LV�111 rILL/l IESr7Na @ ENGIN£ERIND COMPANY WSSr 209-FALU 2M, W 56F) 11-224 RIDP:'•`14 1 n,t+Hu:•i°I^sr++'••�'�'� n.u1m PH4NC(le1J248-B76J,rAw:(segea-r)fs �-Fss/•••..... 11111 mnr r L.tmJ,r®�,h.�rya!n-rNr anona out ,ax w ccenw w ORAWYIO Ne CNAL E� 11 WALTER A.MUr J:AE am m_1,f rwn , 11 FLORRN Lk. 44187 SHE£. 7 Ar/5 I (1)114"-2°x J/2"ss f3)r/4u 2ax r/z"ss SIDEWALK BOLT W/ SIDEWALK"BOLT W/ ' 1/4=.20 JACKNUT 1/4"-20 JACKNUT (MOUNANG BOLT) (2)AT FRONT RANGE �j 114"Max. CAP i1" CONCRETE ANCHORS(SEE SCHEDULE) 3"� I 4'Mox.CAP Max. Max. l Mtn. 3 t Min 0 0 0 0 171"771- -- # iS'ECTIO_ B'-B' SCALE: 1/8"w 1" h wf n 1 JJ 1�} d (WHOLE) ..giJT NOTCHER (WHOLE) !�/4'-20x7'5.5. `$ EA CORNER M AS A $ID& K BOLTS, SEE DETAILS 2/C, (WHOLE) - - - -- SHOWN. 2/t4 1 OL1111 if IANE a� Alm, I 17FF e g Wy - INTERIORLY REMOVABLE PANEL JQ fi 0 z - W/SiDEWAt(BOLTS'(SEE'DETAILS - - ^- - 0 .. /R 0 HOLESCATNECTED TO (g®m ' RU N 77 7X IfN TENED a VZ?yW SIDEWALK BOL" _ _ _ __ _ - __ - _ - WING NUT EVERY S10EWAtK BOLT. ad - 8 0. 2" 1!7.1or i oe`/`°sJ,11 B/s, oa s,1 A/s, IOB/14,118/14 tOA�d,i A/14 CONCRETE ANCHORS(SEE SCHEDULE) 3" 1 MoMrt.m. Mow 1 Min. 5 (2)1/4"-20x1/2"ss. TER/ RL stDEWALK BOLT W/ .�I Qr,_.Y RFQVABLE STORIPAAfE 128/7,138/15 128/7,138 1 4RLAP"-zo FIANCE JACKuuT EA. pL PARTIAL EVATION VE "aw Max, SIDEWALK BOLT W/ t tdrn. t Mtn. 1/4t-20 JACKNUT INTE /QRLY REMOVABLE , OgM PANEL_ (2)AT FRONT PL'"°E &EVATIO-M 1 4-Max GRP SCALE: 1/8"^� 1" 114"Mow CAP tJy''lltffffR / l A L ♦ ttttt�t ............ FLORIDA BUILDING CODE Non Nl h Valool NuTrlcone Zone r �; o1a11 mrcca we O.Q40 BERTHA ALU1?1NUM SFORM PANEL La•<RT•f�+ ♦ -�""" : 2.25"DEEP DPAWN VY' • --- EASTERN METAt SUPPLY, INC M 1 SPLICED PANELS ?�o� X70' SEC QN 8_8 a 1/3 OF `yF� ':�QRt4P '���t1tt •«�+�� iNC. 4218 M31R0.taS ARM 74L1T 1ESilNO tr[Na1NffRlNa COMPANY WES PAW IrACK 1L 31407 1 1-224 1 �dn PkKWC.� 361 209-8267.TAY:(5$1)841-1716 SCALE: !/B"e t" ,�1'' 0W te°a.a(.Ya�}_23-,= te°"fw 11°' 1 DRAWMC No '��I/i//Iff11t WALL A. u 1✓r.P.E as an-rat n : SHE6r a DF PJ r7aBlM[k. 14167 i i' POURED CON04£lE u � OR CONCRETE BIOCK� WALL REQUIRED VARIES J'� � 7.500Min. Max. 5 OR©OR sA OR CONCREk'ANCHORS 7.501 C, Min. 'CONtRE7E OR O O O WAALLREOCU�IREBLOCK OR A OR 9 OR 12 OR CUT PANEL ,. I I Q 1.000 Mn CONCRETE ANCHORS U _ / ®17'O,C, . 'fj 7'r a'r.055•TO 2' A Ir LEI LOCATION 2'm5'x.055'Cont t AWm.ANGLE OR META•3109-HI54 SIA OR OR Y OR 5 METALANm.TINT PULE 2'.4'Y.123*ANG 7� O O O O J10.5-H14 OR 606J-T6 aCOY II OR (j oR 6A oR 7 oR cont.aam.AAl7LE DR�s OR 12 OR @-@ CASE-L (Plan) CASE A (Plan) _ v 0 BAST - ""_ SCALE' i/4•= 1• 0 24'0.C. 4'X 4'x.072• SCALE' 1/4'a 1• W/3ACKNUT J1051 14 OR 6063-16 ALLOY Cont NNm,ANILE CASE B (Plan) SCALE.. 1/4•_ , 7•'r J'x,OSJ•.TIOS N-14 OR 5063-T6 AlLOY Cmt,axnr.ANGLE WRN ANCHORS_O 1?'0.C. _ .n PoURFO CONCRETE 1.50'X J}-._� OR CONCRf1E BLOCK (REDO) FWLF`P/ANE[ \ =WALL REOUIREO 21/4-'CAP ' PWR£0 CON07fTE 0RD57ANCE CONCRETE BLOCK WALL REEU/Rf0 CASE D (Plan) SCALE' 1/4"= 1' CASE E (Plan) SCALE`1/4'= 1 END .CLOSURES DETAILS 1'j/j11 AA.xTI rr-. '',\CENSE•., ALOR/DA BUILDING CODE Non N h Veloolil•HMrrlcone Zone 02011 DU£co,JAC 0.040 BERTHA ALUM/NUM STORM PANEL LO./RMC/AMA * s / .j�•yry�/• A 2.25"DEEP DRAWN BY. % Tf11COF ��� 1a/a8/1r `=�oc' •FioRto?: '�` EASTERN METAL SUPPLY, INC a>D IL Eco INC. 4261 WLSI R010S ERNE ��1 ••""•• `V`11�, TJUJT TEST/NO t WGINEERINO COMPANY WEST PAW MCN,n.JM;' 11-224 S/NNA4 E ,1,' an,�.re 46Ab l —2 =111%Al,"," .K PHONE, AIL•(561)T4�15 2 0 ( 719 WALTER A R1LIT Jn P.E as m-ra x� SHQ7 9 Or IJ PLOR/M Lk. 11167 i MAXIMUM-A.S& OL51 N PRESSURE AMMO to-s f LWrrtt CORRESEMP NO MAXIM M MMEL LtrNOW -L- ft) AND CQRRESPOMMO ANCHOR SPACIM0 "S" llb,,) SCHEDULE FOR IN,,, MONS IN CONCRETE CONcREfE BOCK AND WOOD FRAME SMUCWRES iq%9AiN Mor,PANS�a1r1 Mm,AWWR SPAMASD.tES1oN 0.0;0'ALUMINUM PANEL© ✓X&O PRESiAP!'RAaxO _ GnRt.1 r srcraul� stasaR• sccamx: ALL SWWNS rxFO t EU 0. LESS THAN JCHOR N 1/'. REDUCE FOR SPACINGEBISTANCE. MULTiPLKNO SPACING SHOt4N ON SCHEDULE BY IH£FOLLOWING +25.0. -zs.a 12'_0• 72'-0' 71'-9' 8'-6' 72'!! FACTORS. (NOTE r A.M. E 0. FOR CALK-7N ANCHORS IS 2 112 F4R THIS Op, *). 74 BE POSSIBLE, REDUCED SPACING O TAlNfO USING FACTOR SHALL NOT BE LESS THW AMIMUM SPACING +25.0, -.10.0 121-0' r7'-5' 10'-9" 8'-6" 12•!! INDICATSO FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. 12W FACTOR ACntAL E. O. +15.0, -;o.p la'-s' 9•-r0.` 9'-{" s'-s' Ir» PANELMATES TAPCON STUD-SEr CALK-IN J. .86 - .78 .75 +40.0, -4d0 9'-10" 9'-+• 8'-9" 8•-6• 12W 2..1/2" .71 - - .50 +45.0, -50.0 - 9'-41 B'-10".• B,-{' B'-6" 7r}l 2" .50 - •- 1 1/2" - .J5 - - 12Y} +55.0, -Sao 8'-6• B'-i' 7'-7• - 72'!} -ANCHORS LEGEND '710.o, -65,0 e- -; - i2'!! ANCHORS ANCHOR M1N -70,0 �.-5. 7%s• y_D> _ tz.tt TYPE SPACING +7TAPCON/ J 0+7440,-25.0s'-1�• s'-+t' s'-9` - !2^}} PANELMATES -'+75.0. -60.0 6'-6• 6'-6` 6=6" - t2' CALK-IN 25" +eoa -85,0 s'-Y s'-1" s'-r - 72' SOLID-SET 3,5" +BS.fh-90.0 5=9• 5'-9' 3'-9" - 12' SEE NOTES ON SHEET 71 THRO 15 OF +90.0, -95.0 5'-6" 5'-6' St-61 - 72' 15 FOR PANEL LENGTH 7I YMONS FOR - FLOOR CEJGNp INSFAUA17ONS INTO WOOD +95.0, -100.0 5.2' S`-z' S'-2' +105.0, -110. {Lg' ;•-9" ;'-9' - /2' +1t0.0; -715. - 4'4" ..+175,0, -120: 4'-;'_ ;'-;` ;'-;" - 12. 1llrrl~ �r +120.0. -125. {'-2• .{•-2' ;=2" - 12• ��L`�P.••'\CEN Tv ,tipL S ''•.9= FLORIDA BUILDING CODE Nan High Vetoctf 'Ilurrksane Zona +72s.o,-1,10. 4--0* {'-D` ;'-0" - 12• �`*:Y=� o2o,1 mum Ric. 0.040 BERTHA ALUMINUM STORM PANEL L6./ae%A0. 2.25"DEEP �- muaN 0.r SECTION BA IS ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING ° STA QF e�� ■■ EASTERN METAL SUPPLY, INC a/> UP TO +70, -75 PSF I4 E Cr IOINe. ;zee-�Esr RaOs 0.P f t Mox. ANCHOR SPACING FOR SECTION 8A SHALL BE 6"O.C. `?�'��C'F�OR 40P ' r4����` wrtsr PUL+stun rL u;a7 =��'S/••••••'.••••'�t�P1i rm mN�°s Error Na°minP.194e Pwa•E:(ss1)209-B26ArAxr(511116;,-n1s 1I-Z24 AUM. MINIMUM PANEL LENGTH IS 3'-0". oNAL�Nj111r �••' +� �(+m1r,1-,Ar1 �p pm�nw -wc - - ax Dsww Na ��IIIIAAtIr1 RORtD1 t r 4 767 rr-,•e• l wo to of 75 1 /11 S S.NEX WASHER N£AD W006 SCREWS O 72"8.C,w/ I 3!'Utn. THREADED PENETRAMM 711"4-?0 xJ/t'DOLTS /t!S S HEX WASHER HEMA /14 S S HEX WASHER HEAD W/Q879SN.675018*SO. MOD SCREWS O 12"0.C.W/ /--WOOD SCREWS O l2"O.c,w/ I B SCREW HEAD AND W/7/B11J132' 1 311AVA.THREADED PCNEM41709 f I J14'WA 7NRMED PENEWTM Cent WM AVT O 12'Q C. 50' .250' r Mar. I Mtn. :• I MLn. } I i . I 2 COAL .l..p ( 2 Cone ! uDiRE•D I REOUIRED I µUDO NGOa? I ' RECUIREti i f'MU. { 1 I SEPARA710N I _ _ TO EX I ,• SE7ARA770N I GLASS ( EXISnNC CLASS I SEPARLA1WilON 6 I "' L I 3 a CONT. CONT, I . ( /f%-20,3/4-S.S.U,S719%x 31J2••WINO NUT O EVERY STUD O f2'asWiNC NUT' ' M.S, Q C,7�C9•x JJJ2WINO NUT It -Cone/14 S.$'HEX WASHER HEAD //i S5NEXWASHER TIC.2' 4'P WOOD SCREWS O /2'Q C.w/ CREWS OASHE�H£AD/ a f2'Q C.W/}J/s'Aen.7HREADEO FINE7RA1H7N. 12- t 3/4'Mur.tt7READED PE7�£TRARON.NIn.THREADED PENETRIROM WALL MOUNW INSTALLr4TlpN WALL, HOUNTING INSTAL _TION BALL MOUMVW INSTAL d�,.iTION ALTEA NATIVE 1 ' 1 ALTS EZYK 2 SCALE:114•" ' AL MTIVE j SCALE:1/4'.I NOTE FOR COMBM LION OF SECTIONS: WALL MOLINDNO SEC77ONS DAN BE COMBINED MDA L4�QETA(CS -ON EVMM WOW BUl �Dl GS IN ANY WAY TO SUIT ANY/NSTALL,aTrox. yo,,li'��EPxA. T/(�"'- `�%k% �(GENS'/J9 FLORIDA BUILDING CODE Non High Vetoclf Nurrtcone Zone 1. INSFALLIRONS ARE ONLY VAUD FOR MAX.A.S.D. DESIGN PRESSURE RA77NG �.�'s:-- •1`N,-_*� ". o2pt1 71LIECR rNQ BUIL BER]'D ALU INUM STORM PANEL •`J�Q AND Mal.PANEL LENGTH AS PER SCHEDULES SHOWN'ON SHEET TO OF 15 --_---$----^--',�' 2.25 DEEP) ORAwR BV: EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEILING INSTALLATIONS SHALL BE UM/Tf0 TO 709' � � o4F 4 j�1,, ,r/4 EASTERN i�ETA#. SUPPLY, INC O4>F ?. FOR WOOD FRAME CONSTRUCT7pN: WOOD MEMBERS TO BE SOUTHERN '�� •:10RIDPi:•'��'��� / , L,G{►O INC. 42eE WEsf WS ORNE PINN0.?. W/SPEGRC DENSITY OF 0.55 OR EQUAL. � Sj0/yAL4�•`` y, us' .f0•( p r 'Ot r j Qin'�'M a>:a• �oeer(56 m j, J�na a(581)641-17187 551J87 E +, 1 I�te as awwrHQAmb 0-0009711; HIEN fie. 41167 571�'f 17 OF 17 !� Y16-OD.r 318'LONG MSS /IN S,$NIX WASHER HEID DIISI4NG W1 1/4 1l-2O x•1' D SCREWS O 12-O.C,W/ S.S.M.S W1 KEtHQIP WASHER t 314'Min.7HREACED POEIRAROtd OR 114 A Mot£/FEjt4CE PA LA47E W/1 7/6"kdm P11M1 nON O 12'e.e t/4'0-20 x3141 S S M S 04 S S,HEY WASHER WAD W1 0.675'r 0.875 r l/A'J0. /[WOOD SCRM O 72'0,C.W/ 3 SCREW HEAD AND W1 718'r J/J2• J/4•Nh.7Na£AOEO PfN£7RAnaN. Cont. WWG AW O 12 O.C. I 250' I i • i I Ixor � I 1 I Cont. 1 W000 HEADER I =I t •WOOD HEADER i REOtHRfD i t 1 flfOw HL i 1 I y4 J'J4/n. REY}UtRED C 1'Mtn, 1 SEPAuRARON I � { $ O �j o —rD CLASS rs i SEAA21n, GLASS m EX1i cussSS i I �4w-2azJ14/• 7/7NCNUr B a w J%J 1 WO 12'Q C. i C S,MSW i s7•ND4t�O� � � }�'.:•. OD• I �. 1/4'Y-2ArJj4' 1 7 � 1 1 976Y J ' I 12'0.G I o 1 WNG NUI 0' 12.0.C. $ ptnL 1 /14 S S HEX WASHER NFAD 1 Cant. - WOW SCREWS O 72•Q a W/ 2. 1R Cant. 2' 'P 114 S S HEX WASHER REIO 1 J//4'Nin.THR£AD£D PENE7RAJAN f IR WOOD SCREWS O 12'0.C,W1 0 11/DW/67N OF PLATE. 114 S.S.HGY WASHER HEAD 1 J/4"Nh4 THREADED PENEIR4RON wow SCRstS o 12"Q a W1 a 7lltD1NDTH OF PCAIE. 1 J/4"40.VIRFADEO PO CM77ON O /DW7DIN OF PLA1E WALL HOUNWO /_ NSTgLLA WALL HOMING 1NSTALI TION BUILD,QUIT INSTAL/ TION AL]ER AT/VE 4 scuE:1/4"-)' AL TERNATIVE 5 SCALE. 114'- 1' ALTERNAriyE fi sc"-E:114• �^ INSTAL TKNd DETAILS N EXISTING_�-00 BUILDINGS NOTE FOR COM81NAWN OF SECnONS: WALL MOUNILVO SCC77ONS CAN BE COMBINED IN AMY WAY TO SUIT ANY INSTALLARON. No �` F ''•, FLORIDA BUILDING CODE (Non-Nigh. Velocll Nurr7aano Zane 1. INSMAnONS ARE ONLY VALID FOR-.MAX.AS.D. DESIGN PRESSURE RA17NC .., o2orr mreca rx. 0.040 BERTHA ALUMIh1UM STORM PANEL 7-a•/R.a./A:a AND Mar.PANEL LENCTN AS PER SCHEDULES SHOWN ON SHEET 10 OF 15 i ? 3`" DxANt,•-er:, EXCEPT THAT PANELS LENGTHS FOR FLOOR/CEILING INS7ALLAPONs `*,fes ti 2.25"aFFP yu SHALL BE LIMNED TO 109" ` •#� 7k: t2/O6/tl l a E bF /M EASTERN METAL SUPPLY. INC a4M 2. FOR WOOD FRAME CONSTRUCHON:WOOD MEMBERS rO B£SOUTHERN �`�� ��L E-�/O INC. 428R IYE57 Nat05 DRNE PINE No.2,W/sPECIAC DENSITY OF 0.55 DR EOUAL. ai(` •;AL;j)�tpQ,:'��A�� WE42 PAW Au sn;FL.u4o7 ('C ........... + \ nWT rCSHHO R£NOIN££RINO COMPANY Pll0.VE(SBI 9•d2BJ,FAIL•(J61)44l-1778 11-224 "ss�4NAL�N�t1' � `b"' 'm°'Ea'°adOs7r4 n a„w I2D (4aDen-1611 aM r AOOEIDY v An r a�olet .. 6811gNC!b x''r......Itlll WALTER A 171 .1r P.E as Oh1U' • SHEEr 12 or 1J FLgPtW LA. 44,67 i 7/16'O.D.x 5/B'LONG BRASS BuSIBNG W/1/410-20 x)' S S 8k S W/KEWtOtS WASHER MD S S.NIX WASHER tlFAD OR 11411 NALE/F1111%PANELLLITE Ifo S S.ttEX WASHER YX WOOD SCAMS W/1'I/2'Min. W/7 7/B'Mln.P,N£IRARON O f2'ae 'WOOD SCREWS W/1 7/2'Min. THREAOfO PEN£7R1RON 4'r 8'{Nta)IXiSRNG TNREAOED PENFI M. —4'x B'fNta)Df61N,rG WOOD BEAM EONRfD, I R'000 BOW ROEOVACY O. Sor X677M RlIZAL 1 ��STRUCTUML ACMflED BEAM TO BE CERTfFtED BY ftroW07ED fNOINM 7 OR% tt'C�T J4 TCER ia SHMT(ER U TAHItRURaN. t TO SHunm INSTAUMM I 1 I M ,• i 7 I M. 47 t 1 j 1 i 4 6 1 �WODD fffMER � �{n � i Corte t. i a AEDu1RF0 i C j I.Min. i 1/4' Nl»� - 1 TO EMll i 5`•NG t O�E)OSRh G I i GUS5 i 1W2!'o.D,Y CLASS 1'Mtn. ,�- D{ I fPARARON j 1 33' CIASS VIG I 1 � SS I t 1 1 � e 1 i 1 j I/4'A-ROx7/4° 1 I S �J_ 1 t 7 /x J/J2' i ' 0, O ! 'NOT O I 12'O.C, lk 0.C. I ..7 1 tER7tAT£tfG I LOCATION ALTERNATE" ( GR1 1 Canf. LOCARDAi Cask W MIDWIDRI OF PIATE WOO DECK wS.S. WOOD ._ _ ..__...... PL4 REp 7/JB'd.D.1 5/B'LONIf BRASS RE77iXRf0 R WMO BtJSNINC W/t/4 J-20 u 1` S S X.S w/!1E)7tOtE WASHER EP HW OR 1/1-1 /4 R Abitf/FEM4IE PANEGGII .00 '.00 /N S S NEX WASf1ER NEAO WOOD SCREWS Wj 1 1/2'Min. e W/1 7/B'MM,PINETRAIKIN O!2'a.0 ,=;I4 SCRfHS Wj 1 1/2'Mt». TRRFADED PfNETRttRON O 4`oa INREADED PMETRARON O 4'as WALL MOUNTING, INST LLAWN (JZ M) CEILING &f_ 0-OR MO{J(�MW ► TALLATION CE11,10 &-FL .MOUNTING` 1NSTA{�!ATION LTERN SCALE: I/4 , ALMM77VE 8 SCAIZ:1/4•a'• A�TERNA.TjYR_$ scALE: 1/4'- )' INSTALLLATION DETAILS .ON EXISLM WQ00 BUILWO NOTE FOR COMBINATION OF SECDONS: WALL MOUN17NO SECTIONS CAN BE COMBINED IN ANY WAY TO SWT ANY INSTALLARON. +,11ft�4•tE�A. T#�-. 1, INSTALLAR0N5 ARE ONLY LAUD FOR-AM.ASM DESIGN PRESSURE RATING •• �0''441 � fLOR/DA��BU/LD/NG:CODE Non NI h Valac!/ HurTlaanB Zone) AND Mex.PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEEr 10 OF 15 ;' .ter-- �7 02011 XLIMA-,ax 0.040"BERTHA ALUMINUM STORM PANEL ",111, � EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/CEIUNC INSTALU7RONS — ;� -t lQ"i .7.25 DEEP OWN Bn SHALL BE uMRED T0.109" fi +t fsjoafff 2 FOR WOOD FRAM£CONSIRUC770N.• WOOD MENBERS TO BE SOUTHERN '��'-•'••^.1,oRIDP,.:'�'��,+' EASTERN METAL SUPPLY, INC DAM PINE NG.2 W/SPd0AfC 0£NSt7Y OF 0,55 OR EOuAL. 1�s J l��t''+ �� O�IAQ. tfE4Sr PAw7Bt e1i.Ft 7 SNA L EiS� If TILuT TeSSTING•ENGINEERING COMPANY is T 1-224 /'//y/yl7Jttr11r1 Aw N +{�stsn .{ MaoiS, Ltaa � PNON (JBIJ?OA-�E2ftEFAtk IS@1 41-tie ORAWWG No fB-0(WB719 [> 11f67 m»G-1u r I Sx227'1J N'13 1/4.6 LONG LAO-SMEWS /14 S.S HEX WASHER HBO O e'O.G W/I J/I•Mn, WOOD SCREWS W/1 I/2'MRr. RTRSIDfD PIVET1 314 I/4'1 LAD SCREWS THREAI7£O POVE7RAWN O 4'O.C. To E27SfEVC N000 HFAOfR O 0'0,C,W/I J/1'Nln 1•x B'/Nin.)EXISED. Q 1HRUOEO PEHE7RtnON I'x B'(illn.)EXISTING W000 BEAM.kCOUIRfD, "1 l0 EXKIWO WnaD NFADER DE "000 BFMI kEOUfREO. E S� R'S''' O�CY STRUCTURAL AD£DUACY OF EX/SIWG WOOD I or .W,� BEAM TO BE CERnnED 9 /14 S S NEX WASHER 11FAD BEAM TO BE CERnnEO DY RECWIERED ENGINEER "1 w000 SCREWS W/1 I/a'Nin. BY REOI51£R£O ENGINEER 0 OR ARCHITECT PRIOR ' 7UPE40ED PENETRATION O 4'O.C. EO OR ARCHITECT PRIOR l0 SHUTTER INSTALLATION. TO SHUTTER INSTALLATION _ I K• I h Jr— I 4 Hl Cant, I I Cenl. REWE7fD� I 1 I I 1 I I kA55 I I REOURED E7(pAN I- 1 16 0 1{A5g 0 �1•M/NTMUM I ,I I'MINIMUM i _ .�SnHO ' I EXISTING GL TO I SS 1 ' ; � I txISnNO cuss I � ��OTwGN� i g SII I' MINIMUM , I ,y IN TO ENISnNR 6u+S I 1 I I ' I � 1 71 OEIA43 2'x 4' I I 1/�'/-aD=I' I 1 7 1-M/N/MU I ' SEPARATION TO I I I OETM a eoLrs w/,/e'r= I 1 I I t I Q J/J2'MAG NUT O , , EASING GW^S I I 1 a T/B'x J/J1• , , NUT d WINO NUT'O 1 la'0.G la'O.G 1 I _ a•x B' ^' 2'x/• I I CeAf. I I COAL , w"DECK ^, �� , , 60!.75 W/7/eFb ALTERNATE I 2'x B' , ALTERNATE 1 RCa111RLD I 0 701'WB°7 NUT LFO IOCAllON , WOROOCUMCEK E-DEO I `!CG LOCATION RMURED I/4'/-UO SCREWS 8'A G W/1 3/4'W'n. TWEADED PfNEMPON O AIMMTN-OF PLATE $ 6 1/4'/UD SCREWS "! 1N7fRIDRLY RENOYARL PANEL m O 8.0.0.W/l 1//a•ARn .�:' w/' WALR. IS(SEE oEIM a) INRR"Y REkOYIS(PANE7. L BTA S S.HEX WASHER HEAD 7!✓AEA✓>FJy PEN67lPALGN LONNECnO TO I1WU B/E'/ I'D S.S.HEX WASHER HEAD W/SXEwwc rs(SEE O£TArz a) wDOO scRLws w/, 112'Aft O N/DwIDM oI'PLATE. '" '' HOLE AT Q�O 'O.0 d EAS7E,Jf0 W000 SCREWS W/! !/2'M'n. COEgTC7ED 0 7NRU B/BY nIREAp£0 PENETRATION O 4'O.C. Af E(INATIVE TOA N AT REM wDA/B QVT Ww0 NUT THREADED P£NE7RAnON O 4'O.a HDLE5 AT QSJ O e O.0 d FASTENED yyC r M••1. O EVERY 0 BOLT. AT REM N/7/d'O1J/Ja'MNG NUT WALL MOUNTING INSTALLATIONS o EVERY NR sOLT SECflO(Js t0 AUERNAT/VE I IA ALTERNAUVE It CEILING F100R MOUNINSTALLATIONS 1/4'-20x1.99.E70LwAlX ALTERNAI'IVE_IOB SECTIONS t1 IAFF/A........ BOLTS w/J/�'u0TIi0 HEA0. aeui:L�•_I• SGV.E:1/4'_ 1• 11" nxmRRERORLY REt INSTALLd TION DETAILS ON EXISTING WOQD BUILDINGS '1 �pL7ER q �/ +5 ,BB• Bim.'rI 4 E—. Ar.. . VALID FOR ANELS m USED JOINTLY ' Via;sur JI b 22 , WITH I TERIORLY REMOVABLE PANELS , , ALF•( � I I ' NOTE FOR COMBINA7701V OF SECTIONS: _ � � I °J'•`�11) �F � ���` REMOVABLE WALL MOUNTING SECTIONS CAN BE COMBINED O PANEL 11N ANY WAY TO SUIT ANY TNSTALL1770N. I '-Nql ENG1N�,I'+ I NOTES FLORIDA BUILDING CODE Non Ni NA4loelf 1{Iurrkane Zone I 1. 7NSTALLAT/ONS ARE ONLY YAUD FOR MAX.A.S.O.DESIGN PRESSURE lLInNG *2011 M7EC0,INC. 0.04 BERTHA ALUMINUM STORM PANEL T.a/R.E./A.G• • 40� I j AND Max.PANEL LENGTH AS PER SCHEDULES SHOWN ON SHEET 10 OF 16 2.Z5a DEEP �"W"�` 1Bu' EXCEPT THAT PANEL'S LENGTHS FOR FLOOR/C£4ING INSTALLATIONS 701/6e/77 1/4•HOLE 9 6.O.C. SHALL BE uMaED TO 109• /� EASTERN METAL SUPPLY, INC 04TET p H ?. FOR NEW WOOD FRAM£CONSTRUCTION WOOD MEMBERS TO BE SOUTHERN I L E C V 1 MO• WEsr�vBAui OR11YJ£T DETAIL 2 — INSTALLATION OF 1 f4 X PINE No. ?, W/SPECIFIC DENSITY OF 0.55 OR£QUAL Nk'�°gaga m B' '"a n °"/ PH&M.(561)209-e28J,M.(501)641-1718 11-224 SIDEWALK BOLTS O REMOVABLE PANEL MIER A TRLI Jr.'F.S m m-lo SHEET 14 OF IB ELmw Lie. N7B7 �`�E17aL NOTES: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT(P.ED.)HAS BEEN VERIFIED FOR COMPLIANCE 7N ACCORDANCE (B) TO EXISTING CONCRETE BLOCK WALL'ASTM C-90 WITH THE 2010 EDITION OF THE FLORIDA BUILDING COO£, -1/4.4 TAPCON ANCHORS MANUFACTURED BY LT.W. BUILDEX. THIS STORM PANEL SYSTEM SHALL=BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES(MIAMI-DADS/BROWARO COUNTY). -1/4'0 X 7/8" CALK-1N ANCHORS OR ELCO MALE&FEMALE •PANELMATE'MANUFACTURED BY POWER FASTENERS, INC. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. FOR A WIND SPEED AS REQUIRED BY THE JURISDIC71ON WHERE THESE SHUTTERS WILL BE INSTALLED AND -114.0 X 3/4"ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. FOR A DIRECTIONAUTY FACTOR Kd-0.85.USING ASCE 7-10 FOR INSTALLA77ONS UNDER 2010 FBC AND SHALL NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4&5. NOTES: IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-f0 B.I)MINIMUM EMBEDMENT OF TAPCON ANCHORS AND ELCO PANELU47ES INTO THE CONCRETE BLOCK UNfT SHALL BE 1 1/4' SHALL BE FIRST REDUCED TO A.S.D, DESIGN WIND LOADS BY MUL77PLWNO THEM BY 0.6 IN ORDERTO TO COMPARE THESE W/MAX. (A.S.D) DESIGN PRESSURE R477NGS INDICATED ON SHEETS 4 &5. B,2J 7/IT CALKANCHORS AND SOLID SET ANCHORS SHALL BE EN7ERILY EMBEDDED fM0 THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. STORM PANEL'S ADEQUACY FOR IMPACT AND WIND RESISTANCE HAS BEEN VERIFIED W ACCORDANCE WITH SEC77ON 1609.1.2 OF 1/4"0-20 SCREWS USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO EXIST, THE ABOVE MENTIONED CODE AS PER ATL REPORT 101.10.01-01 AND 1.070J.01-07, PER SS1D 12-99& ASTM E JJO-02, AND 1'MINIMUM FOR WALLS WITH NO STUCCO. STANDARD 8.3)IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL,ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE 2. CLEAR BERTHA STORM PANEL SHALL BE EXTRUDED USING ANY OF THE FOLLOWING POLYCARBONATE SOURCES WITH THEIR BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS INDICATED ON N07ES IN B.1)CL B.2)ABOVE. CORRESPONDING MODEL NUMBER: (C)ANCHORS SHALL BE INSTALLED FOLLOWING ALL Of THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S GENERAL ELECTRIC PLASTICS 1£XAN ]OJ MANUFACTURER. DOWN CHEMICAL CALIBRE 302 V-6 7. PANEL MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS I THRU 5, SHEET J BAYER MATERIAL/SCIENCE I.I.C. MAKROLON,Q1804 OF 5, 8. STORM PANEL SHALL BE REMOVED AFTER THE HURRICANE AND SHALL DE STORED AND PROPERLY MAINTAINED, MINIMUM PROPERTIES FOR ALL OF THE ABOVE POLYCARBONATES ARE AS FOLLOWS. 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR'-TO VERIFY THE SOUNDNESS OF 771E STRUCTURE 11"HERE SHUTTER IS TO TYPICAL PROPER77ES APPLICABLE STANDARD REFERENCE RESULT BE ATTACHED TO INSURE PROPER ANCHORAGE, PHYSICAL: 10. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCA17ON AT STORM PANEL SHUTTER IN SPECIFIC GRAVITY ASTM D792 1.20 G/CC ACCORDANCE WITH SECTION 7715.8.J OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY-WITH SECTION 1715,8.2 OF THE FLORIDA BUILDING CODE. MECHANICAL TENSILE YIELD STRENGTH ASTM D638 8,700 p,s.l. 11. THE1NSFALLATION CONTRACTOR 13 TO SEAL/CAULK ALL SHUTTER-COMPONENT EDGES WHICH'RE7l1AlN IN CONllRUDUS CONTACT FLEXURAL STRENGTH AT YIELD AS7M-D79O 12,500 p,s.i. WITH THE BUILDING TO PREVENT W1ND/R41N INTRUSION, CAULK AND SEAL SHUTTER TRACKS ALL AROUND ULL LENGTH. FLEXURAL MODULUS ASTM D790 340,000 p.s.i, 12. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING IMPACT' REGULATIONS PROVIDED-BY THE JURISDICTION WHERE PERMIT IS APPLIED IO, NOTCHEDJZOD ASTM D256 18 Ff-1b/in 1J. (A) THIS P.E.O. PREPARED BY THIS ENGINEER IS_GENERIC'AND DOES NOT PROVIDE INFORMA77ON FOR A SITE SPECIFIC FIRE BURNING CHARACTERIsTIGS• PROTECT,•I.E. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. SMOKE DENSITY ASTM D2843 75 (MAX) (B)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RATE OF BURNING ASTM D535 C-1 CLASS(MAX) PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS SELF IGNITION A57U 01929 650 'F DOCUMENT. CONS7RUCTI0N SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (C) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. J.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 606.1-18 ALLOY& TEMPER. (D)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE 4,ALL SCREWS TO BE STAINLESS STEEL 304 OR J16 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN P.E.D. ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL SUBMIT TO THIS 50018 W/50 KSI YIELD STRENGTH AND 90 KSI TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE LATTER THE SITE SPECIFIC DRAWINGS FOR RENEW. SECTION 2411.J.J.4, (E) TTd/AST PRE'PAREII1IT.BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF CORD .5. BOLTS TO BE ASTM A J07, GALVANIZED OR AISI J04 SERIES STAINLESS STEEL, WITH 36 KSI MIN. WELD STRENGTH, 6.ANCHORS TO WALL SHALL BE AS FOLLOWS:SEE SHEET 2 OF 5 FOR APPLICATIONS. (A) TO EXISTING POURED CONCRETE.•MIN. FIG-J KSf -1/4"0 TAPCON ANCHORS MANUFACTURED BY J.T.W. BUILDEX -1/4'0 X 7/8'CALK-IN ANCHORS OR ELCO MALE k FEMALE 'AANELMATE"MANUFACTURED BY POWERS FASTENERS, INC AND ELCO CONSTRUC770M PRODUCTS RESPECTIVELY. -1/4"0 X J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW BOLT CL SPECW.TY COMPANY. A.1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS f J/4"AND FOR ELCO PANfLMATES IS f J/4' ,��`'11�EP ..r�C(/�J= FLORIDA BUILDING CODE ( Non NTgh Velocity Hu one Zone) y>P:��GEN$F•.;'A 0101 GL�°L"� CLEAR B RTH S ORM PA EL DRAWN W. ar/A.a A.2) 7/8"CALK-IN ANCHORS AND 3/4•SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. �� (2_25'DEEP) NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 12/65/11 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I"MINIMUM FOR WALLS 1_` '}'; EASTERN METAL SUPPLY, INC DAN WITH NO STUCCO. I L G C 0.,-. 4260 WEST RGADS DRIVE AJ)1N CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, : .p i. ST�TE OF r 10, ILIIT TESTING 4 ENOINCERING COMPANY W!'ST PAW B&Df.n.JJW7 11-220 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS,ANCHORAGE SHALL BE AS _ av+e ymlvlm DfUWDIO Ne � 'fA .wTjsTl-,alv.r.,,-Impar.a rwiw u� ,n r mrsm.1NOK'ATED ON NOTES A.1)k A.2J ABOVE. ,c�;•• CORIOP.•"��`�' wAtrzR A°nulriJ..P.C. m�"I �" ' .� SNCET I or 5 s 1 AORDA IR:.IIIIDT ••....rird1j111 15.120- 9.120- - �CONCRM ANCHORS(9L£9CNEDVLE? 12.000• r- B4O00'--i Il 1.500' 4.500' 1.500"- 4.500' 1.500- 1.500' 4.500" 1.500" e A9 APRCIaIE(T?) e a AW41q,HL(1181 . too,.*IOx TOl1R1NCE I �O.i00.3 101< (DdWCE L2.125' 2.125' 1-2.125" 3,875 1 CLEAR PANEL z7.I20' 24.000"-- 1.500' 4.500° 1.500° 4,500' 1,500" 4.500"— 1.500' 4,500' 1.5001 9 Aa AswAeu O,W E-�-1- CONCRETE MOMS(SEE SCHWAE) ____- !IR 1 � STORM PANEL TYP/CA ELEVATION c` .TOO'3 lN.T.S. I 0i TO(ERANCE 2.125' B75' 2.125' J.875_'2.125" J:8752,125'-J _r,/-CAP ®DOUBLE WIDE M&ALPANa SECTI ry L .188• .,ea• ffi .t90• 0101 TE 09). m. .1e0 � O.2'a C. h }ij T _T 76RNA1t j� S R1 R�a• 1 r N,I� 93' .. !lU(OG,lON' r -�IQ � ffi J.000•va,. L .aaT• gyp' 2.[GO•--�� �.—,.9ao•� J ,ale• 2O .3" ANGLE BUILD OUT 3O ",�f�" B.O. O "F" TRACK ANGLE a'7 1&i BP,4 EI F TRACK O REVERSED "F" ANGLE © " " DETAIL 1: snmw0@cwnx TRA ^y, ANGLE MR STUD Na RAM 9aa W 12e �,• ��' , , ,,,,,,,,,,,,,,,,.. COMPONENTS TI((�T J SCALE: J/8„ _ I tz FLORIDA BUILD/NG CODE Non Hlgh VelocityHunlcone Zone oaor/ncleoa we CLEAR TNA STOR PANEL DRAIN fin e.eoo- ,f oPlwwu 'qy(AUX . ,WY , 2.25'OfEP ! as 111 EASTERN METAL SUPPLY, INC 7 2"x5" X x1/8" 8 KEY HOLE AT PANEL 9 KEY NOLE WASHER 9 TA'l 4� �' E�' �Nc. 42ae wcsr Rows DRNV DAM O O D TILLTT TESnNO A CNOINECR/NO COMPANY „m-NIe�Ate,.Auar O F Q. �C, WEST PALM eeAtN,rt.uwT 11-220 1 w >.us wwra awes n sum ANGLE WITH STUD NAL EN�IC' A�iTER1ED-ialsH`�E11,L, "R ORAWWO No J, R09M lfe. �ai67 SMER 2 OF 5 GLK-M3 OR ELCO TEXTRON OW U/LDOf TAPCONS s COnf. 7/B•xJ/Ja'WPIC PANfLM4TE O w/L+'A-ao IIW U20IX/APCONS, Ml O M S/UO O ® POWERS fAS1EA7NC HW/BUILDfX TAPCONS OR ® CLLK-WSOR fLCO POWFRS fASTENNI7 CALK-INS Al.0. PO �j WERS'ASIENINg CALK-W' 17'0'71STAMGfOfls SW/114 -10TRUSSHEIO SOL T• TE CALK PANELNATE (SEE SCNmuc£fOR SPALYNC).'�7�7�� OSEE SCH£0 LE FOR SPR ON ACING). (SEE SCH£WLE FOR SPACING). \ (SEE SCHEDULE FOR '1' L A ( ,B S I SPACING). 2 Cont. POURED CONCRETE REgU1Rf0 POUREDPOURED f.0. CONCNffE E a CONCRETE I I L u I q REQUIRED I ' 1® R£OWtfO� I I •® CONCRETE OUTS W/7/8+x I 1/+•0-70 x 1' R£U J/J2•WING NUT ,® I �® O 17'o.c, $A Y,S,W 7/8'r 3/J' 1.181. I Mar ra S AUfav0 I I• ®117•olesmwrfcw I 70 11NO (SE�S�E) PAM LL£NCIN ITOEWSING (SEE ONSS II 1'Y/n. PAM LE/IC)N -SEP 1/+1r-1Dx 1' TOEXISm I (SF!'SCN£OULE) MISS 7/B'x J/J7' PANEL IEAGM W1NO NUT (SEE 5(YffDUlE) O 17' POUR£0 I ® I CNCAfiE t OR CONCRETE OR CONCRETE E.O. 1/+10-20 r J/+' \ I BLOCK WALL LZER Tr 0 I BLOCK WALL BOLLS W/7/B' REQUIRED R£QLRNED S/12'W}Nb NUT CONCRETE I Ola•u.e. I LEGALoaRQN 1.0 0• I 7 onf. OR CONCRETE BLOCKQUIW ED CALK-WS OR ELCO TEXTRON I W/BU/LDLX TAPC0N5, • ' PANELMATE O ll/L+h-a0 C I \_L. I POURED CALK-WS SIDEWALK-BOLT OR Ofd[ �� ROLA PANEL'M9TF CECR L O. (SEE SCHEDULE FOR SPALYNO) 3 COnt Kr-,"/+�- RED of"USSHFAO�0®• "I GfE SCHEOuLE \ 1-Conf. ULE"OR.SPACINO)• R SPAGINO), DIY B A.1I EK TAPOONS OR- L D WALL MOUNTING INSTALLATION UT WEALLATIOF 5LCI FAS FO CA ACd Ns � (SEE SCNEOULE FOR SPACING. SECTION 1 sEcrioN-2 soN 3 SECTION �s NW/BUILDIX TAPCONS OR L-0. POWERS FASTENWC CALK-WS POURED (SEE SCHEDULE FUR"SPACING). 11 V I REQUIRED Cont.5 �,L�''P�ZER A�p� 7/B'x 3/J7 wave Nul O I7 ax. I 1 ,® 510E WALK BOLTS ARE J/+%r]//Ja7MCK NOTE FOR COMBINARON OF SECRONS: 1,1� � • /e/T HEAD MACHINE SCREW W!/L£ 1H 1'AIWWUN Yy, AS PER NOTES A.2 1(SHEET I) tSl.'•,. SEPARITbN TO pp,Ey, 1H WAUITLOOR/CEILING MOUNTING SECRONS CAN BE t• `�°• EXISRNO GLASS (SEE SCHEWLE) TRUSS HFAD BOLLS ARE L 7bwf/B7H/CK COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. * N, M D ANCH/N£SCREW WR AS PER NOTES A.7 A B.7(j.1)11410-20 1 1" S S.M.SW/12 7�YWC/NUT I mg E.D.n FOCE DISTANCE :�iP�/iE� Fl •9, SEE SCHEOU ON 1� � I HEET+OF 5 / AL�N�� ' � LJ _ 0 \ T LE L� //i•AA/A1/1'''1 POURED CONCRETE INSTALLATION DETAILS FLORIDA BUILDING CODE (Non Nigh Velocfly Nu one Zone) REQUIRED 1• I I 1 eaa11 rnlEro INC CLEAR BERTHA SIORM PANEL aPAWw Err 1M•/BU/LO£X TAPCONs oR SCALE: 3/8• = 1" 2.25'DEEP PDX, CALK-IHS��� F A 11/0.5//1 (SEE SCHEDULE FUR SPACING). E.0. OAIE CEJUNG FLOOR MOUNTING INSTALLATION EASTERN METAL 9 DRAT Y, INC1168 WEST ROADS ORAE'csmL WEST PALM BGCH,R J.1407 71-220 SECTION 5 .L,+x •T«�,n�,.lyNM1 tomos n ulee DRAWING M.(m+(]MI+)1-1111 l�f@ YR AIM M +ocMW'I Y6 EH-000B710 aam-,a �L>W� / REWALTER A lio17.WT J1.RE SNEE7 ]Of 9 fLORIW ++187 WNW A.S.D. DESIGN PRESSURE RATING {o.•.f.) WITH CORRESPONDING MAXIMUM-PANEL LENGTH "L"(Fla AND POURED CONCRETE M CORRESPONDING ANCHOR SPACING "S' (nL.) SCHEDULE J CONCRETE L�OI FOR INSTALLATIONS IN CONCRETE, CONCRETE BLOCK AND CUT PANEL VARIES 2 OR 3 OR 4. WOOD FRAME STRUCTURES � �" � CONCRETE ANCHORS oROS O©O7 Igrauu ASO, Ak.PSL UWTH ANCNGRS CAGS SPA 'S'(dl.)11 OCSKN L(IL)' S?, 3 POURED CONCRETE PRESSU+E •m•CLL t£x,VI SECTION 1 ROP) ® OR CONCRETE BLOOD SEOWN 4(00ROY) ((jT((yy TION))h ♦SE"ON 4(T ) 1 r WALL REQUIREb. RAnAA2(PeJ.) Sr&W FANEE S9WI(OORACU) 2'r 4•x.125• 1 J r +28.0, -28,0 IO'-0• 7' 12' 12' 3I05N74 OR 2, . 6047-76 ALLOY - >>� Cant.Al".ANGLE. up. L j +28.0, -30,0 9'-8' 7' 12' I2° +JO.Q, -J" a'-1I• 7' 12' 12" CAS-A. +35.0, -40.0-. 8'-1' T 12' 12' 2• 4•r 4'r.072• ome'D CONCRETE J105-H14 OR OR CONCRETE BLOCK /4'It BOLI"" 6063 TO ALLOY +40.0,'-45.0 7'-11' 7• 12' 12' WALL REQUIRED. O 24'0.C. Cent.ANm.ANTJ£ 2,500' W/JACKNUT +45.0, -50.0 7'-6' 7' 12' 12' M1n250D� O r VASE. B (Plan) CONCRETE ANCHOR -1 uln. O Dm 7' I2' 12' 12• .6.S +55.0•-60.0 6'-!0' 7• r2' 12' 1.010• AITERM"IE LEG LOCATION POURED CONCRETE ORCONCRETE°LOCK 6'-7° 7' 12' 12' 2'r 2'r 0.65'TO Wi1LL REONRED. 2',5'x:055'Cont, Aft AIM ANGLE OR '1.5x' _ +65.0,--70.0 °'-J' 7• .12' 12' .080.j105 71134 SHEET OD) uETAL Atom.BENT PLATE. RE +70.0, -75.0 5'-10• - 7"' 12' 12' _ - x-0.0.DISTANCE +75.0•-80.0 5'-6' 7' 12' 12. +800, -85.0 5'-2• 7• 12' 12' -CASE-C (Plan) +85.01-900 4'-11' 7• 12' 12• J +90.0. -g5,0 4'-a' 7' 12" 12' 2'r J". 093"3105 H-14 OR r 6067-16 ALLOY Cant.Al...ANGLE E E ft ld * WITH ANCHORS O 12. 1.C, +95.01 -10010 4'-5' 7' 12' 12• 1.000'}I SCALE 0/4'-J' 21/4°GAP 1.000' +100.01 -105.0 4'-2' T 11' 12' A 4-105.0. -"°'° ''_°' '' 12 12• END C-40SURES DET'AKS PoCONCRETE CONCRETE etocK URm Min. PANEL LENGTH/S X-0' J r/ OR ® WALL REQuraEo. SCALE; 1/4" = 1" ' ANCHORS L£GENO •eMA.OMUM ANCHOR SPACINGS ARE VALfO FOR ANCHORS MIINNO� J 1/2•EDGE MIANCE.AOR E D.LESS THAN 7WE SPACING -1.112;REDUCE ANCHOR SPAC)NO BY CA SE D (Flan) AIRPLMO SPACING SHOWN ON SCHEDULE BY T,yrOON/ �0" T11FfOLLOw/NG FACTORS(NOTE:M)n.� PANELLAI)ES 1L11II4,Aiii��� SPCFOR WC OBTAINED USING S OPEAZA 8F PoRBS R£0 ED CALM-IN 2.5• rrl'�,(Ea A.TI( �.'- FLORIDA BUILDING CODE No Nlgh Ye/acfl NMrilcone Zone) BE LESS TRW M9INIUSPACWG INDICATED fOft A y�Q'. """S�/d' EACH ANCHOR TM£AT ANCHORS LEGEND. , CEN ••'•.,'9 o2Drr T¢TErn,INC. CLEAR BER NA STO M AMEL DRAWN ff) FACTOR ; 2.25"DEW) "'[/"'Q' ACTLAC E.0. PANELL9A£S I L ECO 1 N e. EASTERN METAL SUPPLY, JNC 0A1£ J• .86 .75 4265 WEST ROADS ME `•, STATE OF N�` TILLIT Tr snN0 Q ENGIHF£RINO COMPANY WEST PALM SUM 2 JM7 11-220 O F QLA A sua�r Man s..us/amw e�romr.a aTrw 2 //2 ar 30 =:��'•.�ORIO.- ��A,�` 6r�.,r> e, oae7rs�'N•r"'r °x• •w" •R ,ro.� ,nr ORAWHGNo 2• .50 - 'ss/O•••••,C\��I,A WAL1ER A RLL?Jn P.c r a��i•r ' , ry Stfrn 4 or 5 4` l TL1MR71 UC. 441sT , ��/q6A/44I r 11410-20 ELCO mole//e male 4'x 8'&'A EX/SRNO WOOD HEADER WOOD HEADER W000 HEARER ((ww REQtlfREO. R Q1IlRED. PANELMATF O B'as W/ R°VIREO. WDOD 8 EOWRED. 17/B'Mia PENEIR4RON OR STRUCTURAL ADEQUACY /14 S.S.HEX WASHER t/4%-20 flCO mala//emole OF OOSIWC WOOD BE.W s. HEAD WOOD SCREWS W/ PANELNATE O 6'ac W/ 70 BE.CERMED BY 1/4 a-20 aco mole/lemo/4 PANELMATE l 1/2'A44 PENEIRARON o 6'o.e. 1 7/B'Mln,P£NEJRAIpN OR REGISTERED ENOWEER O 12'o,e,W/1 7/6'AQ, Ss H OR ARCHRECr PRIOR 6 Conf. HSCREWS W/ /14 r 1 J/4'SS.HEX WASHER TO SHUTTER INSTAWT)ON. 1 1/2'wn.PfNE1RAnON O 8'ac f&D WOOD SCREWS W/1 1/2'w. ,B1e PENETRATION O B'o.a Jt*WAD 2. I 2. N/UT•O EERY SWD O 2. Nin. I Mut. I 12 O.C.STAGGERED Mm. 2 Cant TO PANDAV IE, 7.I I I �t5 I )/4"0-20 r J/4' • I • II - I 114-0-20 1' ° W/OxI 1 ® B02WJIJ2WINWNOHuw0-. O 12'ox. %JO12'o,e.SEPARATION SEPARA DON TO e II . T . I PANEL LENGTH 7O cuSSNC 1 I'Mm. I I Ism NOTES BELOW; —SEPARATION— TO I SEPARATION TO EX/SRNC GLASS 1'Mln. PANEL LENGTH WALL MOUNTING_ INSTALLATION BUILD OUT INSTALLATION sEPARATON I (SEE NOTES BELOW) I -ALTERNATIVE 2 ALTERNATIVE 4 '"LASSNO I I I 1•Mln. I 1/40-20 x/' I 1 fx L� I CUSS- 1/40-20 x.T//' s wL s.W/ I I BocIS W/7/B•x 7/8'x J/J2 1/4 C-20 r J/4' J/J2'INAC.NUr D ,_ 147Ne NUT I BOLTS W/7/8'x I O 12'a.t. 0 12'a.c. PLATE I/40-20 fLCO mala/lamole PANELMATE I BOLTS W1Ne NUT I 2'x 6'WDOD EOLWD. O 12'ac.W/1 7/8•AOn.P£NE1R10QV _ 1,® O 12'at. } ® DECK REQUIRED OOR 5 AT MIDW10M-0E-PLATE. (NO fW6H ALLOWED). Cant _ E E EO 0 .aea' G A0a• I 2• 4 J cont. I D 7k 4 D Conl. 11010-20 ELCO male/female UTE 2 PANELLNTE O 6'o.t W/ ED. -h - 1 4 0-20 ELCO mole 1—jo 1 7/B'Min.PENETRATION OR / / /14 x 1 J/4'SS.HEX WASHER /14 S.S.HEX WASHER PANELWAN O 6'..e,?% HEAD W000 SCREWS W/1 HEW WOOD SCREWS W/ 1 7/8 Alin.PENE7R7Rr OR PDVETRA77ON O 6'o.c. WALL AMOUNTING (P. M.) 1 I/2'OTH PENETRATION O 6'o.e. HEA$S HEX WASHER O N/DIWOTN Of PUTS 11f10 WOOD SCREWS 1 ! i/2"Mln.PENETRAROH O 6'a.e. ALTERNATIVE 1 O /DW7DIH OF PLATE CEILING & FLOOR MOUNTING INSTALLATION ALTERNATIV 6 WALL MOUNTING .INSTALLATIONBUILD OUT INSTALLATION ALTERNATIVE JT (ALTERNATIVE J NOTE FOR COMBINATION OF SEC110N: WALL MOUNTING SECTIONS CAN BE COMBINED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS IN ANY WAY TO SUIT ANY INSrALLA770N. 1111. ....... ��' �,,3�P '�\GENSF .•`�9 FLORIDA BUILDING CODE (Non Hfgh Veloow HBFF/Gone.Zone) 1.INSTALIA77ON ARE ONLY VALID FOR MAX.ASD. DESIGN PRESSURE 02011 MT=We CLEAR BERTHA STORM PANEL alMWx W. PATWG AND PANEL'S `i Rl/AC. •-x*'rt7J-'_ `� 2.25"DEEP LENGTHS AS PFJ?SCHEDULE SHOWN ON SHEETS 4 OF 5. '*'i- 1. FOR WOOD FRAME CONSTRUCTION:WOOD MEMBERS TO BE : �O'.•/ !/ * 12105111 DATC / iT F IL E c o Lwc. EASTERN 2METAL UPPLY. INC SOUTHERN PINE No.1, W SPECIFIC DENSITY OF 0.55 OR EOUAL Q �.��' ��O% RO' ����el ��T&TESTfrOx�h�GIY�^RENO COIYPANe1Y WEsrvA1M Beac7e EL JJ+O7 1 I-220 SSIDNAI E��1'' s".'°?mkTts°`°ODoe`ilr 'j1u�mWIND K. /Ill j1 ELS A 141 H7 I SHL£T 9 OF S