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6/28/2018 Florida Building Code Online Arco • 8 A . e ' t BCIS Home I Login I User Registration I Hot Topics I Submit Surcharge I Stats&Facts I Publications I Contact Us I BCIS Site Map Links I Search F l'da {r� Product Approval q, u�r�y I Ifl USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail • s I• FL# FL11964-R4 Application Type Revision Code Version 2017 rr- ILE C'1"hh0P"'1 Application Status Approved RECEIVED Comments Archived JUL 10 2013 ST. Lucie Ccu�i:y, permitting Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 1rodr*iguez@easternmetal.com Authorized Signature Bill Feeley lrodr'iguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Storm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer (D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,Jr Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2018 Validated By John Henry Kampmann Jr. 9 Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R4 COI EASTERN METAL SUPPLY,INC. DRAWING 17-097 CERTIFICATION OF INDEPENDENCE.PDF FL11964 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-089 CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1886 2005 ASTM E1996 2005 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 1/2 6/28/2018 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/06/2017 Date Validated 10/14/2017 Date Pending FBC Approval 10/25/2017 Date Approved 12/12/2017 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Panel Corrugated aluminum Storm Panels retained or not by tracks to (2 inch)-Drawing number 17-097 provide hurricane protection. Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC. DRAWING 17- Approved for use outside HVHZ:Yes 097 0.050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other: Large missile. Max.span is 13'-0"for+30, -30 p.s.f. Evaluation Reports ASD and 4'-0"for+90, -130 p.s.f.ASD for retained panels.See FL11964 R4 AE EASTERN METAL SUPPLY,INC. DRAWING sheet 2 of installation drawing for other spans and pressures. 17-097 PRODUCT EVALUATION REPORT.PDF Created by Independent Third Party:Yes 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number 17- provide hurricane protection. 089 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R4 II EASTERN METAL SUPPLY,INC DRAWING 17- Approved for use outside HVHZ:Yes 089 24 GAGE GALVANIZED BERTHA STEEL STORM PANEL.PDF Impact Resistant:Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party:Yes Other:Large Missile.Max.span is 9'-10"for+32.6,-32.6 Evaluation Reports p.s.f.ASD and 2'-8"for+58.0,-58.0 p.s.f.ASD See sheet 2 of FL11964 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawings for other spans and pressures. 089 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.CopyLlght 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: agm W .I i Credit Card i Safe` https://www.floridabuilding.org/pr/pr_app_dtI.aspx?param=wGEVXQwtDgsxYleb4opODchXgaXPmSkBJJXaX6PJpjVBZizlpQE%2fOg%3d%3d 2/2 L STOW PANEL.SHOWN:ON THIS.•PRODUCT N&LIATION-DOCUMENT:(P.E.D.)HAS BEEN VERIFIED•FOR'COMPLIANCE IN KOTES'.: ACCORDANCE:.WOH_THE 2017(6th,EDITION)_0F 7HE'.':k10RW4 BUILDING.000E.THIS STORM PANEL+SHALL 1+M BE INSTALLED AT A1. MINIMUM EMBEDMENT DF'TAPCON.ANCHORS,.S:G TAPCONS,ELCO PANELkMTE ELCO NAS. HIGH 1IELOCRY HURRICM•IE:ZONES,(MWII-DARE/'BROWARD COUMM). ') INTO:M EMBEDM ETE Cr TAP.UNIT;SHANCHC.. . 1/4'. DESIGN WIND.LOADS SMALL.BE'DEIZAMINEO.AS;PER,SECTION•1608:OF THEABOVE MENTIONED.CODE, B.2) 3/4% SOLID SET,-ANCHORS;SMALL BE•ENTERILY EMMOEO.INTO,TME CONCRETE BLOCK UNIT FOR WIND SPEED•AS.REOLARED BrTHEJURMkC410N WHERE THESE SKUTTERS 41UL BE INSTALLED AND ND.EWBEDMENT'NITO STUCCO-SHALL BE-PERMITTED: ;FOR A-DIRECTIONALITY FACTOR.Kdi4;B5,USINa ASCE 7-10�FCR,INSTALL.\TIONS:UNDER:2017 FBC'ANO SWILL 1/4 0-20.SCREWS USED:SHALL,BE 1 .1/2"LONG.ML4IMUM SHOUlO':ST000O EXIST;AND 1"MUiIMUM FOR'WAltS NOT EXCEED THE MAXIMUM:(AS.D-}':DESIGN PRESSURE RATINGS:INDICATED.ON:SNEETS 2 7.S:THRU`17.. WITH'NQ'SWQCOr 8.3) IN.CA5E,THAT PRECAST-STONE`OR PRECAST CONCRETE,PANELS•BE,FOUND ON THE EXISTING;WALL;ANCHORS IN ORDER,70-V(J6FY iHE.ABOVE.CONDITION,ULTIMATE DESIGN:WIND AId LOADS.m ERI.y 0 IN SCE 7-10 ,SHALL-.BE:LONG' SHALL FIRST REDUCED TO A'.SD.DESIGN'WINO:LOADS':SY MULTIPLYNC TKEM:BY O6 W,ORDER TO'. ENOUGH TO REACH THE MAIN'STRUCTURE BEHIN. SUCH PANELS.;ANCHORAGE SHALL BE.'/S INDICATED ON NOTES TO-COMPARE THESE,,W/AWX.(ASD};-0ESION PRESSURE RKTINW INDICATED ON'.StiEk1S 2,'7 94HRU.17. N.B:1•)&B:2)-ABOVE. II1.CRDER;TO,�VERIFY,THAT COMPONENTS,.AND'ANCHORS'ON THIS'P.EA.AS.TESTEp WERE.NOT;.OVER STRESSED,A_335: �(C) TO LXLSRNO^WOOD':FRAME BUILDINGS.'SEE-SPECIFICATIONS ON SHEETS l2. 13,.14$ti'ANCHORACE.SHALL BE INCREASE INE ALLOWABLE; F F SS FOR;IN LOA05,WAS.11pE;USED'Di:THE1Ei,:I1HALYSlS A:DURATION FACTOR C0m1 60 11445. PERFORMED'-.BEYOND ANY FINISH MATERIAL AT WAl�1..UKE BRICK VENEER;STUCCO';OR.ANY'OTHER FINISH, USEDFOR VERIFICATION: FASTENERS'1N W000." _ _ .. .STORM-PAUMS-ADEQUACY-FOR IMPACT.AND FATIGUE;RESLSiANCE.MAS:BEENLNERIFIED,IN-ACCORDANCE WTH'SEcnon (D) ANCHORS SMALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATXINSl AND SPECIFICATIONS OF THE ANCHOR'S .1609.1.2.OF THE ABOVE MENTIONED CODE:AS;PER-AMEWCAN TEST LAB-.RL7'ORTS j 0321,01-05,,0.OS12:01-05-AND MANUfACNRER' 0119.01-06.:PER-AS U.:E 1886=02,E 1996-02•.ANO ASTM•E-330.STANOARDS,,QUAUFIEO'FOR-WND.20NES"-1,.2-AND-3;' MISSILE TYPE 0;(BSIC APROTECTION ONLh.,AND:'1•:OR INSTALLATION;AT NON:.E9$ENTIAL FACILTIES AS D"ED'W.1%CDONS 7.PANELS-MAY ALSO BE,WSTALLED-.HORIZOWT Y"FOLLOWtNO INSTALLATION DETAILS-SHOWN.ON,SECTICHS I THRU 13• 6.27.1 AND.&2:1:2 OF"ASiM",E�-1888-02.' ;(SHEET 4 7HRU•6)EXCEPT-THAT ME}DER5 2,.3,..3A&4.SMALL NOT'BE USED. 2:,ALL-ALUMINUM'SHEET"METAL PANELS OR 3004-H34.A1LOY• 8.IT"SHALL'-BE THE'RESPONSIBI=. OF'THECONTRACTOR TO VERIFY THE SOUNDNESS OF THE.STRUCTURE-WHERE-SHUTTER IS '3:ALL ALUMINUM.EXTRUSIONS S BE.ALUMLNUN,ASSO IADOM-6063-TB:AMOY�L-7W.EI R`-UNLESS.•OTHERWISE NOTED: TO BE ATTACI{ED TO INSURE"PROPERANGM RAGE.THIS SHUTTER SHALL owr'BE ATTACHED'TO"CONCRETE`BLOCK�OR- STORM•-PANEL-COMPONENTS USSTUDDED-I:tt1TE''AND SNAP CAP.%ARE PATENT•PENDING: WOOD FRAME BUILDINGS:' 4:ALL;SCREWS TO�.BE;STAINLESS STEEL 3W OR'316 AIW.SERIW OR..'CORROSION.RESISTEEL ANT COATED'CAR80N..STAS PER 9.THE INSTALLATION CONTRACTOR..IS TO SEAL;/CAULK ALL,SHUTTER-COMPONENT.EDGES WHICH REMAIN IN CONTINUOUS: DIN:50018 W/;5D k;j YIELD STRENGTH ANDi90 kd TEPISKE STRENGTH.&.;S7WL COMPLY W/FLORIDA BUILDING:000E CONTACT WITH THE BUILDING TO_.PREV„ENT:'SIND/RAIN INTRUSION: CAULK AND LS SECTION 2411.3.3;4. EIAL SHUTTER TRACKS ALL AROUND FULL LEINCTII: '5:BOLTS-TO BE.ASTM A-307 GALVANIZED STEEL OR.AISI 30.4:SERIES:STNNLESS-STEEL...WITH 35 k.F MINOIUM.YIELD'STRENGTH, 10.: (o)THIS'P.E.M.PREPARED BY.THIS'ENGINEER.IS GENERIC AND DOES NOT PROV419 INFORMATION FOR A SITE'SPECIFIC PROJECT;i.e.WHERE THE SITE'CONDMONS.DEVIATE FROM THE'P;EO. G.,ANCHORS TO WALL SHALL BELAS*FOLLOWS:}(UNLESS OTHERWISE.:NOTED) (4)CONTRACTOR 70,,,BE RESPONSIBLE:F.09 THE SELECTION,PURCHASE.AND INSTALLATION'INCLUDING LIFE;SAFETY..OF THIS -i'/4'o TAPCON,pNCMORS,/I,5 NANUFACTUREOiBY LT'.W./BULLDEX. PRODUCT BASED_'ON THIS,P.ED::PROVIDED.HE/SHE;DOES NOT-OEVNTE:FROM:•THE CONDITIONS DETAILEDON THIS -1/49 S.C..TAFCONS AS.MANUFACTURED BY'IIW/•BUILOm DOCUMENT CONSTRUCTION SAFETY ATSITE IS TNE'CONTRACTOR'S RESPONSIBILITY- _1/4-0PANEL*ATES ANCHORS IAILLE-OR WAS A.:wwFACTURFD BY.13C0 CONSTRUCODN,PROOUCTS; -1/40 X•'3/4"SOLID SET ANCHORS,.,AS DISTRIBUTED:BY ALL POINTSISCREW:BOLT 4;'SPECIALTY CCMPANY: (c)THIS P-EO.WILL AE CONSIDERED.INVAUD'IF ALTERED::HY ANY MEANS. NOTES: (d)SITE-SfE k PROJECTS:.SMALL BE-PREPARED BY A FLORIDA REGISTERED-ENGINE ER CR:ARCHITECT WHICH WILL A:.1)MINIMUM EMBEDMENT,INTO„POURED;CONCRETE OF TAPCON'.ANCHORS AND S.C.IAPCONS IS 13/4';.FOR ELCO BECOME!HE ENGINEER OF RECORD:(E:O,R)`�FOR THE PROJECT ANO;WHO WILL 13C RESPONSIBLE FOR THE.PROPER PANELMATE MID ELCO:TVAS.IS.2'. .USE OF THE P.E.M ENGINEER:QFL RECORD'gCDNO;AS,A:DELEGATED ENGINEER TO:THE P.E.D.ENGINEER.'SMALL SUBMIT--(0:THIS,UTTER A2)3/4'0 SOLU).SET ANCHORS';SHALL BEENTIRELY EMBEDDED INTO THE POURED CONCRETE NO;EMBEpMENT'IMOD THE SITE'SPECIFIC:DRAWINGS-,FOR'RENEW. ' .STUCCO SHALL.BE PERMI37ED.,. .. -T/4rA-'20:'SCREWS USED SHALL 8E 1'1/2"LANG MINIMUM.SHOULD STUCCO EXIST.AND.3' FO MIN&UM: R- (e)THISP.E.O.-SHALL BEAR•THE DATE.ANO:;ORIGINAL'SEAL MTD SIONAIURE:OF THE PROFESSIONAL ENGINEER OF RECORD. WALLS.WITH'N0 STUCCO. TKAT.PREPARED IT. ' A3) IN CASE:' THAT PRECAST STONE,PRECAST CONCRETE,PANELS,OR'PANERS:BE FOUND ON THE EXISTING WALL OR- I.%-SHUTTER-IIANUFACTURERIS'LABEL-SHALL BE LOCATED ON-A READILY VISIBLE.LOCA710N AT%STORM.PANEL IN FLOOR,ANCHORS'SHALL-BE LGNG'ENOUGH TO REACH THE MAIN STRUCNRE'BE1iiN0 SUCM:;PANE2S,NICHORAGE ACCQRDANCE.WITH;SECTION 1709,9.3 OF-'FLORIOA BUILOWC CODE:.ONE TABEL SHALL BE PLACED FOR:EVERY SHALL BE--AS INDICATED ON-.NOTES:A:1)$.A.2)ABOVE opENINO.LABELING'TO:,COMPLY WITH SECTION 1709.9.2 OF:THE,FLORIDA-BUILDING,-CODE, (B) TO'EXISTING CONCRETE.BLOCK'WALL— -1/4'I,TAPCON ANCHORS''.AS;MANUFACTURED=BY,;LT.W.%BUILOEX. -1/+o`S:G:TAPCONS,;AS MANUFAQWUREO TSY 11W/.BUIFOEX•. r��Jlll�it«s -1/40 PANEL MATES',ANCHORS MALE OR 7V4 AS MANUFACTURED SY_�ELCO:CONSTRUC110N PRODUCTS., ���.�T/ % THIS DRAWiNG'SH,A1.G..ONLY'8£'.USED TO -1/,4 P A.'3/4'"SOLIO-SET ANCHORS,.-AS,DISTRIBUTED BY ALL POINTS_SCREW;BOLT..&'SP.ECIALTyeccNAPANY. I4 04',X`.• . P�: OBTAIN PERMITS IN THE-STATE'OF FLORIDA .L1 C.1ys�.. �. N0.4Q�67 a FLORIDABUILDING CODE Ngo-N(p Veloet Hurilcona.ZonO) 7f ( 9 :' iY' 7f °pn mv=°Nc 0.050' BERTHA ALUMINUM STORM PANEL I C " STAT .OF (2.00""BS aeuru eC EASTERN :METAL SUPPLY,; INC u+7r: °CAM- 42684 OW, WS AR&r �f'�eAEZ M . TILL7T TL9.tINa:�[waHRXwNa cowl-my Arsr•PAtY FUCK R 3sw) 17-097' .. wa,ns lR Yw iG>;19goao�6 aiw PNM!,'(561)7°9'J='FAA`.(7°L164r-Liif 9bn-, �, mo,,, ,or °wuvlc rm 11fL7ER:A.TWJr Jr.;P.0 to+soe /1V) FLQPoOA Ha atl 7 r4'101 (iorAL.WIDTH) a 15i'.aoma rno7ti) 12 000 (EFFECTIVE WIPWH _6 000'(EFFMNE W1DA1 1:07.0- T 170' 1.070---i ' ;r.o?0" 4.BHo--i 1 170" �A7 �scie�Ej r ! e A.S.D. pEGN PRESSURE RAM (F�L) AND APft!>}al �'QEBESPONDIIVC.�AXDfU.�! PANEL lmdTH''Z"SCf nUL Q - 2010.' o {1.'02D I- Ory PANb4.RR!-iM A9',BOTX 2.020''r EM1B 11471-3RlLBf3' p J:OLrg'O]p•y q FULL PANEL W/.HEMAED' EDGES HALF PANEL Wf•-HEMMED EDGES ®gym ei !a ,.OR.ZWMT,MOEWM 12100 OR,0'*' J4:3)5'(TOTNC''.'N70TTif 8.425" }--- (I (TOTAt.' �SaOESIGI7_. Yu:rvrft'l0xm A qWIDTH). 12:00-(EFF6YWIDTHEEWOT) Pftfa r.!) . ,R uac vvai�e0acix - 1.070' 7707 I .1.070- 4;80.- j.r70" _ 1:070."� APPUCQLCf I �%t_D50'IrYP.) 1 ! AoYOf/BttT\ [-J.;70 t2•_8- -75:0 121-0• t40A. --4-0lr N c4 O Is l-2.020'- -12.020'. -� +150, -f5'o. 'r2'-o' +45.0. -45.0.. ra-0• ('OPTIONAL FULL G 'S DPTIQNAL-HALF PANEL WAQ HEMMED LOGES s59.0.' 740:0 rr•-ol +50.0. -50.0 s=o- . .. +5R4 -55,0. l0'-0' +55.0. -55:0' RAl:.PANEL sGtE:.i/4`.-:Y +sao.-6aa: g,�: 160.0. -6Q0 +7aa -70:0'. E=0' +rav -70.o V-5- -3 =r------coxcREls-'rwcHORs•(sEEseHEOueE)' �.�� 7 RGn, J.I6a. .+9aa-9a0 b'-3.' .t90:0;.-30.0. 5=0' 430p,=70Q0 5'-7' +90:0, -700;0Lu S'-0• .w oao,=110.9 5'-r' +90A. -110;0 S._0. IF 390x,-120.0 4'=8' +940. -12a0c',9• h 1, w +90x, -130;0 }'-0! +90:9, -.130.9. 4'-4 I/?' M4X,ASO.OESKN PR1;3SGRF:R4nNG:4':MAYJWM A A .PANEL 4ENGTH FIR WTiYaLaRAFIq PSHaT ER Of is +50.4-60.0 P-S-f W49'..m"..PANES y LENGTH. ' A�0 moN.PRE'�ISW RRTINC.k w' "two . .. FOR N06WM AS PERaArl "nll'` 'T'ANO T4 1j1/11Nr>iionii. r�SQt B' "a. PPEEFL '. t -I- ( 3 II ;:,Ir V,Y'� TkZzz---: 0.o. sao p.if..FOR UP,rO lOe•aANE4 COPICRETE.ANCHORS;SEf SCHEDULE) "y • -=RM PANE4 TYPICAL FISWIDN a FLORIDA BUILDING COQE (Non High'Yelocity-Hurricane Zono) ` N0.44167 ' c2olr.14M24 A4 0.050" BERTHAALUIdINUM STORtiA PANEL L:G .�T/4'Woxi GRP- (200" DEEP) os:mear.= EASTERN METAL SUP LY INC` or irn rj'4',Yor. Gap 3 - G` `Il\ 71LL1T TLS7ING.:R[NOINEERINa COI1PAMr MIST Ae1l tdFXJR 71.JS107 N•T S: Sr eua f4'EO-O7OeOLMR7'IJBr. -097 SECTION A-4 17 WR'BAwads. , FLOR A 7 SMT 2.Of 17 :aolo op.x apro:p. W 0 60cpmr rv,-/.AVT KARfm 7\ W. - Fall, xx ---i N 10- 1 "JW 14 4w. 4 %0' �e7 LEEP am, T Q N J251 4pe- _T Oki qL2 Or TRACK 30A/olr' u.mp Diff Q. OPTIOML. 5'A&, '-U-&Wt OUT•WADFR 3' MAX ANGLE wqx a2l, 114'p-zo.s's Ssno 471 t-- W Ak" -"low A Lic loavw REVERSED -f-A&= mdu 'r- ZRACK ANOL MWICAU-'.f.73'xO.652 ALE WH STUD" ANGLE WIM STUD, AN&Ale-1, ,sjyr 114,0-20 ONO SE 96r SNO'.2 .496, IARff K" u W_r ......... 12 =HOLE AT PANEL KEY HOLE WASHER (R:MVDDED No 44167 ' R s,111 FLORIDA BUILDING tTO-Valocity.Hiirricuno.-Zone) 0.050" iEWTWZ[GM1NUM STORM PANEL (100" DEEP) a%lmu or, EASTERN METAL SUPF twel IILIE:C:o .EM--*W.RGAbS AKJW LY, INC 0.71itIfy COMPONENTSTILLIT TE37MG A.kMWKMHQ QGWFA"Y RWA�fiuc�g FL.""I' ";t� . , _ 17-097 aM Aumw K.. WWA:A91Jr.4,P.C. Milo 3.9r.17 a'DA Lit.441 IF=91 4', 1 17 9 Cant ca+rRErE Anx ` (scrEE \ "��M°D' lscEmrcuga+S .\ orro SEE rc+�cc_ COYK. RenrRREO - (orE,Y Pcwr N Y) (SEF SCNFgREJ.� -�� � LCgOi �-_.� �. 3 Canl. r'�' .500' �4� � � ' �• � ,T30.' L'ONCRL7F.ANCHORS (SEA' 7E ' F ,• + \ � ; \ I FOR SPACM'PACWGC)' �\ PGrlRFO ER i .PDUREO. EA \ i POEAW EO. ,pZ RE \`:\ \ Im.SODIWIM i �7•.AGr.'SEPARATAIi I 1 \ i 1 l0 GLASS. I ro Gass I � � lint SE7.Y3i7laYIf I IO CU+'S +LS ' OPAON t.l•k0ir._WARATWy ; t FD w '' (SEE=,acONcaE7E:ANOYL`rS SEC TfON 3A a us 1 t s�s°ecraos DutEJ L° PIK y 1 T�3 f 1 'w OR CoNc ED' / /% //fes/ d• // / /-. 1 Ea \ i K�fiCK14 E• REOUJWO&=K-WALL BQuRzvCxVhwrR"ME COACREW DR.CONCJ&7r RECf/4RFD RFLW,WID I J / E Ll i 7^K.SFpARAACIM cwr OPE f 70 ( 'GLiS.S I 1 (OPEN PoSIimY R). SECTION® ANCHOR 001"W Sw� CaNCRF7F�NamRs� T 7.75V (. 1 6 conn oF77DH s2 . ts� >xxEJ ' >I mt /. SECTION ALL HOMING INSTALLATION SECTION®ANCHOR 'SGlF:'W. t` 1/4'a-20 r.V4" SECTION 2 s �/ 0, O ff, l s. i 718E i F (I Nur OFA SlW QWR£D F.D. -j aWREE RLOCRR�wru.J i REIJ) ri —1. I REOWR£DCONCROE ED. OR Ca!bCRETF 7/8"'r J/J� E:a. EDGE GSTAA'CF ___ Iur® mer sCxmuLE oN S to e, % mRr. BLOCI IFiA[L / I EYERr 57W' 'l+;9.,e JO.R.r7J CO\YRm MCC+r0);; ROCK ', '(SEE.SCl1EDIIEJ fof!N Fa9mw+): f / i SECTION. •SiUD, � �g, /f � .TYP; TOP/ ' BOTTOM. STA (ATlON WALL MOUNTING INSTALLA-iAlTION SNS r '4Zr SECTION 't '.1r l '/ 9�calla NOTE FOR COMOM74V OF SEC770h5 A: ',,11,��-`�;�``�' ..L• "a• xuRxKANe:cwfA'r+ONS.� sucE:7/2•._ 1, SEC7fON® SMALL A(DMTWc SFCFIRLS r4N W. ,�` e \��"" c' '7`%• c011Rwp,,eNyWY,-k TO swr,nNY,wsuuAnav:. �� FLORIDA BUILDING CODE'Non:Hi h Velocity Hurricane Zona MVALL MDIlNTING INSTALLATION N0. �,67 oaori icrmz.r. 0.050" BERTHA ALUMINUM STORM PANEL t a , 2.00' DEEP). wuwl or. AM Lk7AIL .pUD'AISO FOR 4 ' .� `ti� Y 07ISS17 WUL Mmmc OVs7LL7ArA7N.._SECDON s-ow) \ EASTERN METAL SUPPLY; INC are_ ;, IL E C O.�N�• �7BB 1r£STR81D5. j! �q�G\�rt n4UT TLQF t/a.t CNGIM[fe NG COMPANY MpSr AiJA(eE1W, J p1 wa ->.w.er:e.fro,mcaw Duma.a.s11u PROnt:(ssrNss-e7G;'FNr'(591J7rr ril0 1T-097 �•A4 FMM'+,UmlSn-yyyylaIQD7Mlt-1l1I 6riw1 m LWAIg0.'G x0 EH-000971➢ _ r..• WALTER;A.7LL111 i.,P-C as Bab a+ r2cmm'no.�s16i Sri((7'4 OF 17 ,.-7/9•.. 0. . S".51T OR ELM—fi PMZLU47C OR Ar.WCONS WIND MLT'O. E1ERY S7W (sw S7t AIK1fQNY E Q A©OR:,�,W/7/4%-10 9D£W.{fK @OLI ORO O!2m 0. i (sEE':SCNED,.Y.EJ CNICR[7t.M/CRLiRS . Ar OR-9a-r PGO _ 3Cant / u:n,l a c1'AirtxE7E wRi•NaRg f.0. lSEE SCNFOOLE'h\:1 IIh••`•E.;0.•. "OR®W/13 N/y��-10 rROSSfJ£A0.801rwy ORSG.YNCAK 'IIS 'ai '(X£�SC'll£W/G' \I fI (SEE.SCMEOLtE FOR 513iCWC) POLREO.OOI.UIE'._ IE \,{,.� NFOYWFD��I.may. 1' T• 1 CaVOREW .POVRLV ROYED T CONCET EEROR COW ALIERKTE &OCR WALL REY(Vm cW 1 •--� ± 7s. WNG >v I I 1 U- rr 311',W?NC COhYAE7f AX1f0A'S \ (1P77DNI/ ��scMEDLt�J SECTION SA f FF DDf1t. �� a. + �7.1!vl.Sfq.Yb1110N i I I. 4 -�I-./Fd,.'SEPWA710M TIJ.F,IAy+�' I /l.161A SEPd�2111.WI t{' •ro. 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(SEEstyrEmw FLORIDA BUILDING CODE (Non High VelocityHumcane:Zone) N0.44167 rro1E FOR eOde8La77M1'cF sEcnows= k , cx»nirrEwor- 0:050" BERTHA ALUMINUM STORM PANEL r c t i 2.00" DEEP) M mr,ar BUILD-OUT a FLOOR MOUNTING ,aaWliaaT%cEairNc Nmrc'srcTrons:uM ae, �� as/2S/n INSTALLATION' SECTION.3 tc�Neo=wnr(r:mar ro'sLlr wrursrui+naN. Q" lF,�/ @.•,?,����� EASTERN METAL SUPPLY, INC, te,>E ..�Js .• ,, IL E�C:'O INC. .7E.*07 RMOS nax . `f•1"•••"••• U 11 Tlun'T/StWO t'rmmmuma.cDYrurc AnTPUL,6CICk TL IWO* 17-097 SCALE,;'Ir ,• �IV[9'`,-1�1•• �Y�broi(a2777+�-i01o'.'r lmt In lae m:w mo.la, /J10D=8Y6JoFAY:'(7B,J0%1-MI6 F4AU71M.Na ... FB-oDCG7fa•' WFM'A.r10mDAWWI b711-1-1t W1'JW. an'n.ou .aY -SME[T 5 Dr17 - CONCRETE.ANCHORS D. SOUP SET OR£LCD':mala..PANELAfATF OR S C. TAPCONS: (SEE SCHEDULE) E\\\ *..@'OR® •W/1/410-20 SIDEWALK BOLT OR 0 POURED �T ,--718-0 r 3/J?' CONCRETE' @'.40R 12@W/ 13 W/114"0-20 TRUSSHEAO:BOLT t t/ WING NUTS.4P.12"OX. REQUIRED (SEE AT PANELMATES'OR SCHEDULE FOR SPACING) \• S:G TAPCONS I 9' W 'CONCRETE---•.• N REQUIREDf 1 lz E Q. _ 'EDGE-WSTANCE � � � •SHEEFS 9.•&..70:dr 11) Q v 1 � I h I 1. I i •� I I L1'Mln. SEPARATION I = NOTE FOR COMBINATION OF SECTIONS TO GLASS w IYALL/FLOOR/CEILING MOUNTING SECTIONS.CAN BE !''Alin S£PARATIOAI I x I I W COMBINED-141 ANY WAY TO SUIT ANY INSTALLATION.. �O GLASS I w + + i i I I j a SIDE WALK'BQLTS,,ARE 3/4 Vx31�321HIcK I I I 2 I I 15 HEAD-MACHINE SCREW'W/LENGTH 7/8'O.x 3/3$' i 15 AS PER-NOTES-A-2 & 8.2 (SHEET 1). I i i W i WWF,,STUD' t c TRUSS HEAD BOLTS.ARE 1/2.6x1/8-THICK .� 12''O G ' ' I HEAD MACHINESCREW W LENGTH 7/8'0 x 3/32' r I I 1 As PER NoTEs'.ai:&e.2. siIEET 1) 6vERr WING.NUsTrua:•® c I I � rz-.D.• c � � t . I ; t� I 1 I ! Can( ! �„• rirrr� f ALTERNATE'LEG I h POURED fc5 j ' 1 i f---LOCAAOM j -� I ' - OR CONCRETE W. CONCRETI f 6 i yr BLOCK WALL. REQUIRED POURED r CONCRETE L: OF REQUIRED f.� / �IF CONCRETE AVCHORS % ;CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE)• (SEE SCHEDULE) ED. "no j Gone CEILING S•'FC IJRTING INSTALLATIQN �� 4 F•''•." � FLORIDA BUILDING.GONE (Hon.High-Velocity Hurricane Zori9) WALL YOUN�JVG INSTALLATION No.414167 exiT narcm,ove 0:050 BERTHA ALUMINUM STORM PANEL • (2:00" DEEP) AV"er. SECTION .9 EASTERN METAL SUPPLY. INC 0717. 4m Wa>•,D."ww ,SCALE: //2"= Y� T41R TESTWO.a Ck"lEma COYPi#M MT P"IGGC FL M407 /..••'' 11 cs¢s x.c itii-f�.sa�cS M�wouf["4 lu PI/G11:.(SH7/jiP9=9761;: (Wf)Ui'-1710 17-097 p� G�fll Pnwr�foN A010 (o:.ga5)•11 t.1- ' yma m gym. LRAO'YIO°o AL'��" r E9-0000719: r�r WKThF'.ti 1011x,h.:Rr "rrrr R17P01A❑e.AL1 b7 'SHM 6 OF17 S -------------------- " FX/37NC /� F/f1•. ./ BRCK:%Wefi F-R1CS 2'r0LFFtry'EFt//oR'aAF-FwI:pINdXC�'Rci.Eo>E a2S . / Is .—'/i 77 " `;eEXvIroSIrM'Cvit Olt id f h �f/{i!•0:'¢CO mam. G'6RNr. ' � I + , G9,'cONCRFfE',BCLROCK" \. „� ..'PM'FY.IFAFF'7Y.IS AVC/WRS'OR'1/4`C• 'STFE'L'.,Nf0.E'tR/FEL I .... /i/4'anQ acq:maN l t fa•>S'(rir, UFCUYS:'GR 1/1•®.BL10.1t4LE .AS AP?LK'A�E ( MYRED'CORL7PFTF' .'+. ! !ti¢e RFct°RED; i �yvFll4rES.(sFF.SckiFlt.CEFOB SNCA OR COXRE � •. —TAA O GIP 1/r4 1.'rRM�k�iV,d,F4,/ LEw .1: fi}A'£IL493(3EF-SCN£OVlf-MRSFAaNG)., . 1 0P7FON..�1 SECT190 f fA t`aw:,sFfwrArmN ' Fo aAss I # i MM I .ys' SS.BCLFS w/7/9'PF ; J/u•a?Nc Nur:o• _ i ///4-WK //r � �ff£E7S:p @ JO A•iF) FEA�FR7AGYc70 w/ •'EXh7Mlc A$. j 1.. .SA".E'kGIK'BOLIs ARE J/4 0x3g2wcr COWRM..Q.:2-'MCOhr sri. ./I i1PPL11:1RLE• N07£�FQRCF.WBN'AAOH:OF"SFc7lONS': kf+10 tEMfNMt'.SCAFW.W/LENGiH i i .iiS'F'CRff07FS h�`tr»• t) i � � .NALL/RgOR/CE+LF1C MplIMON'SFCIfQN$,GN Bf TRf/SS IIE;ID'BOe1S:1Rf i cxr/B'7faC'K' i I i / .CQVBINFD.IN.ANYWAy-1[1-.SfHTANY R$TACLAiIOAC MEN;M14ICRINESCREIF;WhERGRi: i -____-- _-- _--- � '/ .. '�: i as FFR NGTL3 Aa.�us•(stt¢7`-u r---- ----- - - 1 1 � 1 '� :2•: J!�. coat: /F//!/!/Till/s4 ddW Afar. 1lll � .. ' 11,1. . . vz s`� . ... . - VEE7tfR \\�`\yaP�,,•�' \,Z PC �. FouRFG toNCR � �'t/�a� can mom a FLORIDA BUILDING CODE (Non High V610C HurrIcons.Zone) O,R COAK7tf7F=3LOCK- F.svEitulF FWS ANChWS-OR 1/4':m \ �,1 kaLL''REef/�REQ. No.44167 ' 07017rcca as; D:050" BERTHA ALUMINUM=STORM PANEL e.r: Rv*uwar{SES sr^-sF FOR,srkawG1.- ; (2:00" 0EEP)' o uar Sr BUILD '6UT lNBTALL 4TI0N. A \ I'L ®tl� EASTERN. METAL SUPPLY, INC ai, �t�� 4760 Mr Ra905.D�vE ._/('•.. �jr 1� i1WT 7E74TYW'!.CNGINEERP(G'CAMFMIY 0w.F" ,1L..=' SECTION 1 I; \fi.1�t :.;.wa47ap x sw vompw'a�v¢2 FRAC(5stA7?3b7®i fAC(gstktt-1716 17-097 Via`... ,. .. SGCE.c J%d'�t• •-•� �. E0-00G67t9.�M� Sllm.an•- mo.oa 'wn �..... .wwwew no. DRAMnc�rru. WAVER i.T�WT•..k_P;G da�n-ou. -•••. F1ORAA-1k:44189 Ff StICEF'6A 0F:17 AQLICENT AVIV pRLY ADAGMUr /'t (: t%4"O IXPCQYS A4A£L—� REMOVABLE r-PANEL \ L9NCRFTE ANCHORS I. 6`B'0. 0.`W/'71/YAlin. 7HREYA STOW PANE! EO 7/4'.Mox. G4P\ 1/4"Max.CAP AT 5-LIC::. -� ... ,PENE7rtATAONro E?rsnxc wP017 POURED ` CONCREFE REONRfD `� I ! 2 TOP 7NACK /i SECTION B—B :. ;'. --OO. cK. .SCALE..1 1/2'-'1' 1/4=?O:Y SA .VDEWALK 00 ( WORD'71FA10ER W/T/8 X 1/J2• � i RFOUIRED I ; O4ERlAP Til ,L u I 4 a (aOTT) 12A;126 AQAACf1YT' SIDEWALK BDLT£-. I ' v 1 ' W 7/a'X 3/32' INtFRtGRCY ' ,/4 ?a.f^Ss.. ''� Aauc$vr. i MKV4 Nl9S AT R£6fOWAf31f, - ' Ci SID£�'AL1f+BOLAS 'OV£RLIP I STORY PANEL: /SFJ vANEi T n. SEPARATION TION 0. =rs. .42" � � t 1 ���O' o / x ISI 0.421Q.c. 1 I I ! C07104ET£ i j ! j I I i i I ORCONCRE7E=/ .�. 40 7"s, 7/B 3/J II I t BLOCTlifNtL[ � E .. ?' I I i l I I i ( !!•�� � I P ? I { I 'RFCW.RFO" y( ': WM'G M7r�9 W EVERY 9o.C. !, , li ` —1/4'o ELco.P.ANfLAI.ATFs sOt/0•SET OR S.G'TAFlCONS� 'i. A wgoD.SyD. ORSQ TAPCONS.W/2'YIN. OR"PANELMATES ANCHORS. PENETRATION AT,�AMNON P_N6T 104-AT AD.NCFNT / .F£DtrAq£D' .! .OF.PIATF 6 6"O C. 1 �� O Aawco T PANFLS �.a(aOTT) '12A;T28.• 'a.r.(BOTT) .. ' WALL MQUNTING fNSTALLATION WALL MOUN'T/NG INSTALLATION SECTION 12A `'/'�" ' SECTION 129 �"E"�` ' '" INTERIORLY REMOVABLE-STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION., MAX.-AS:D DESIGN'.PRESSURE RATING - +50.0. --50.0.,p.S.f SCALE':1 7/2's T" tA. .. Tj/9, � A7� . FLORIDA BUILDING CODE-(Non Hlyh Velceify' Hurricane 2oru) �, cioy R uc[ m. 0.050" BERTHA ALUMINUM.STORM'.PANEL u No.44.1'6T (2.00" DEEP)- a�„aI ar �' oT/2f/tz EASTERN METAL SUPPLY, INC p,7p a j/ lQ ,t IL. EC'O,ws. .MaarsT aa� •�` �: A.:• Rf �� 'T,wr 7[l7e10.L P't1a,NE[Be1a COMlANT p457'PALY.tYAL'X,fJ.,AWT S��1A1 aus xb. ac.:a�wowara"s:•R N,M PrnMS,(5s/1 -ta6i'fu; 66871841-416' .17-097 • � ..........G\. ,t n�.'°'tzu�,_�om.��::,w�r,I_,y, � � a... � o�aanoc R"• A, ..EH-000e719 �.,' •YIPLTEA.AI'iILLTt'!n.pr. ,oa u.w s �ilaNGl l:c,I.IB7 5NELI 7'Cf. POWED MICALTE 1/4'0.20 S S.AIAMWE OR t eRaE& BOLT W/NUT'&WASNER. ® IT O.6 CONCRETE Cant CQNrRETEANCIIpILS . PO C 4CRETEE a` rte°° : EVERY s1UD j •rs•Q Q:--..�;._ " • - I 0 1T o. a \ wuc REguLVED I'*A. Lom POURED Eli IXWCRM AKWU REOL61E0 Cant / [] f' .'.- .Cavewr 2•r:2'.X ,TO Al1ERrM7L-rLGLOCAT04 „055•Cant OSD•JII1.SREET 2'K.'4':+.775• A&TAL Afa"i,LKNT PLATE ]147-N74 OR dDBt-TBK[OY' Cant-Alum•'AnQE: I 7.' 1-�1'1tia.sEPMRA1roNj TO CASE A (Plan) CASE C (Plan) SCALE.- 114' I' I L`i 2"x J'..:OW"J)C5.N-76 OR i E05J-TB AfLOr Cont.ANm_'AWLE MRl-ANCHORS.O.::72Q..G �. f/1iF PANEL 3 T/4��� -r�-pp0• '1MR1F•S J•1 POU�E0'C'ONCRETE \ OR,COW ElE•BLOCK y.1.4D0• I Noc: ;� v WAC.-REGU/REO• 1 eana ae conrR�E OCK JJj I aW,c_REOuwm; CASED (Plan) POUREDCLWCRL7E / i SME. 1/4--..1• REowRm � j CONCRErf ANCH4R5 / (sEE.sattDULq � �Q � 'N °?f 2; 7.15 .w. a 'X:=•BWLA OUT DISTANCE CEILING & PLa.0 MOI�lNT/NG ,r 1, INSTALLATION — SECTION° 13 7 —V. w, ` srxE::1/2 .1 •' - —: vcr=..�- rte r..,...�-__\\ E D.-EDC£=LWCE 1/4'0 BOLr 4"W I.• (SEL'SY'NLDV1E ON O.?1+0.•'c. 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