Loading...
HomeMy WebLinkAboutProduct Approval (3) Florida Building Code Online Page 1 of 2 RECE1'' . OCT 13 7616 [L-4� `0 i' p Iit12�'1I f SCIS Home Log In 'yUser Registration i Hot Topic Submit Surcharge Stats&Facts ':. Publications FBC Staff SCIS Site Map � Links I Search Busines �/'��I Product Approval ProfessiI .USER:Public User Regulation Product Approval Manu>Product Search> >Application Detail �t FL r FL11964-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive Vest Palm Beach,FL 33407 (800)432-2204 Irodrig uez@easternmeta Isom Authorized Signature Bill Feeley Irodrig Uez@eastemmetal.coca 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 i, Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Ir the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Frank L.Bennardo,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL11964 R3 COI 2INPANELSCI;odf Referenced Standard and Year(of Standard) Standard Year ASTM E1886 2002 ASTM E1996 2002 ASTM E330 2002 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=WGEVXQwtDgsxYleb4opODc... 1/29/2016 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D Date Submitted 04/23/2015 Date Validated 04/28/2015 Date Pending FBC Approval 05/04/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11964.1 0.050"Bertha Aluminum Storm Corrugated aluminum.Storm Panels retained or not by tracks Panel(2 inch)-Drawing number to provide hurricane protection. 15-045 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved;for use outside HVHZ:Yes 045.odf 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. FL11964 R3 AE EASTERN METAL SUPPLY See sheet 2 of installation drawing for other spans and INC. P.E.R. DRWG.15-045.Ddf pressures. Created by Independent Third Party:Yes - I 11964.2 24 Gage Bertha Galvanized Steel Corrugated steel storm panels retained or not by tracks to Panel(2 inch)-Drawing number provide hurricane protection. 15-041 Limits of Use Installation Instructions Approved for use in HVHZ:No FL11964 R3 II EASTERN METAL SUPPLY INC. DRWG. 15- Approved for use outside HVHZ:Yes 041,odf 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 FL11964 R3 AE EASTERN METAL SUPPLY of installation drawing number 08-149 for other spans and INC. P.E.R. DRWG. 15-041.Ddf 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 AAIEEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::AcrossSibJity 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 emall 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 ick_here. Product Approval Accepts: Ez fa*Em=='IRS i•CU ri l�'A i rT7i:C5 http://www.floridabuilding.org/pr/pr_app.dtl.aspx?param=wGEVXQwtDgsxYIeb4opODc... 1/29/2016 GENERAL ND7E'S- 1.24 CAGE BDUM CALVAMZED STEEL STORM PANEL(2"DEEP)SHOWN ON THIS PRODUCT EVALU47ION DOCUMENT(P.ED.) (C) TO EMS77NG WOOD FRAME BUILDINGS, WITH SPECIFIC GRAWrr G-0.55 HAS BEEN VERIFIED FOR COMPL ANCE/At ACCORDANCE WITH THE 2014(5th EDITION)FLORIDA BUILDING CODE. THIS - 1/4'0 TAPCON ANCHORS AS MANUFAC7URED BY IT W. BUXDEX. 24 CAGE BGUM C4LVAWZED STEEL STORM PANEL (2'DEEP)SHALL BE BE INSTALLED AT HIGH VELOCITY HURRICANE - //4'0 SG TAPCONS AS MANUFACTURED BY ax BNLDDK. ZONES(MWMI-DADF/BROWARD COUNTIES). - 1/4'0 SAMMYS SCREW ANCHORS(SSC)AS MANUFACTURED BY ITW BUILDER. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SEC77ON 1609 OF THE ABOVE M&VnONED COD£ NOTES FOR A WIND SPEED AS REQUIRED BY THE JURTSDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND C.1)MINIMUM THREADED PDIEM77ON OF TAPCQW,SC OR SAMM S SCREW ANCHORS(SSC)INTO W1OD UNIT SHELL BE 1 1/2" FOR A D1REC770NALNY FACTOR Kd=0.65. USING ASCE 7-10 FOR INSTALLAAONS UNDER 2014 FETC AND SHALL NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2 6 THRU 70. G2)ANCHORAGE SFUALL BE PERFORMED BEYOND ANY FINISH MA7Ef?AL AT WAIL LIKE BRICK VENEER,S7UGC0 OR ANY OTHER IN ORDER TO VERIFY THE ABOVE CONDMON, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-f0 FINISH.ANCHORAGE SHALL BE AS INDICATED ON NOTE C.1)ABOVE SEAL[BE FIRST REDUCED TO ASD. DESIGN WIND LD4DS BY MUL77PLKNG THEM BY 0.6 IN ORDER 711 (p)ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENMTIONS AND SPECIFICATIONS OF THE ANCHORS AUWUFALTURFR. TO COMPARE THESE W/MAX. (ASD) DESIGN PRESSURE RA77NGS INDICATED ON SHEETS 2, 6 7HRU 10. Z PAMS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTAIJATON DETALS SHOWN DIV SECTIONS 1 7HRU 5(SHEETS 4&5 FOR 24 GAGE BERTHA GALVANIZED STEEL STORM PANEL(2'DEEP)ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN OONCRE7FIDLOCK SUBSTRATES)AND ALJERNATWS 1 TNR//8(SHEETS 8&9 FOR WOOD SUBSTRATES)DXCEPr THAT HEADERS 2 °.A.3 VERIFIED IN ACCORDANCE W17H SECTION 1609.1.2 OF THE ABOVE MENBONED COD&AS PER AMERICAN TESTING LAB OF &4 SHALL NOT BE USW. SOUTH FLORIDt REPORT 9 0304.01-08,AS PER ASTM£ 11356-05,ASTM E 1996-05 AND ASTM E 330-02 STANDARDS B.IT SHAM BE THE RESPONS189JTY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF 77Y£SIRU07VRE WHERE PANEL S TO BE AS WELL AS REPORT IF 1220.01-05 AS PER ASTM E 1886-OZ ASTM E 1996-02 AND ASTM£330-02 STANDARDS AND ATTACHED TO INSURE PROPER ANCHORAGE THIS PANEL SMLL ONLY BE ATTACHED 10 POURED CONCRETE CONCRETE BLOCK OR WOOD AND REPORT f 0926.01-03 AS PER ASTM E 1886-97 E 1996-02 AND ASTM E 330-02 STANDARDS, OUAUFIED FOR WIND FRAME BUILDINGS. ZONES 1,2 AND 3, MISSILE TAN D(EM.2.1.C F AS77 TON ONLY)AND A 1NSTA1JA710N5 AT NON ESSENTIAL FACILITIES AS 9. THE INSTALLATION CONTRACTOR 1S TO.S21AVCAULK ALL PANEL COMPONENT EDGES WHICH REMAIN IN CON17N000S CONTACT WIDH THE DEFINED BY SECIKTNS 6.2.7.1 AND 6.2.1.2 OF ASTM E 1996-02 AND ASTM f 7996-D5. BUILDING TO P77EYBYT WIND/PAIN GYIRUSION.CAULK AND SEAL SHUTTER TRACKS A71 AROUND FULL LENGDi 2 All STEEL SHEET METAL PANELS SHALL/LIVE STRUCTURAL OWL/lY ASTM A-653,GRADE(70 W!n&MN Fye 106.0 ksi, Y/lIH X90 1D 24 GIGE SERUM GALVANMED STEEL STORY PANEL(2'DEEP)SHALL COMPLY WITH SPECIFICA71ONS INDICATED IN THIS 0RAWING PLUS GAL✓A40ZED STEEL DESfGNA71ON. ANY BUILDING AND ZONING REGULA77ONS PROWDED BY THE JURLSOIC770M WHERE PERMIT IS APPLIED TO. J.ALL ALUMINUM EXTRUSIONS SHAM BE ALUMINUM ASSOCIA7701V 6063-T6 ALLOY&TEMPER U LE55 07HE'RWISE NOTED. THE /CKNE55 11.SHUTTER MANUFACTURERS LABEL SHALL!7£LOCATED ON A READILY W51BLE LOGAAON AT PANEL N ACCORDANCE W7I7R SECnON OF ALL EXTRUSIONS SHALL AS SHOWN ON THIS DRAWING.STORM PANEL COMF'ONENJS STlDDED SNAP TRACK AND 1<FEb1ALE 1710.63 OF FLORIDA BUILDING CODE ONE LABEL SFNLL BE PLACED FOR EVERY OPENING LASEUNG 70 COMPLY 077H SECTION CAP P ARE PATENT PFNDNG 1710.82 OF 7HE FLORIDA BUILDING CODE 4.ALL SCREWS TO BE STAINLESS STEL 304 OR 316 A57 SERIES OR CORROSION RESISTANT COATED CARBON 5MEL AS PER DHN 50018 12 (0)THIS P.E.D.PREPARED BY 7HIS ENGINEER 15 GENERIC AND DOES NOT PROVIDE 1NFORMARON FOR A SIE SPECIFIC PROJECT i.e. W/50 hi Y7ELD STRENG7H AND 90 ksi IENS/LE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4. WHERE THE SUE CONDMONS DEVIATE FROM THE P.ED. 5.BOLTS TO BE ASTM A-307 GALVANIZED SIM OR AS!304 SERIES STAINLESS STEEL WIN 35 ksi MINIMUM YIELD SMENGTH (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SEYECTfON,PURCHASE AND INSTAUA77ON INCLUDING LIFE SAFETY OF THIS PRODUCT, 6.ANCHORS 70 WALL SNeI7 AS FOLLOWS(ONLESS OTHERWISE NOTED): BASED ON THIS P.E.D.PROWDED HE/SHE DOES NOT DEVIATE FROM THE CONDRKINS DETAILED ON TFRS DOCCUEM.CONSMIJC770N SIFETY AT SITE IS THE CONTRACNW S RESPONSIBILITY. (A)TO EXISTING POURED CONCRET&Fe-3792 psi.Aw.. (c)THIS P.ED. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS - 1/4'0 TAPCON ANCHORS AS MANUM=REV BY I.T.W.BU2DE)C - 1/4"0 SG. TAPCONS AS MANUFAC7UR0 BY I.T.W.BUWEY (d)SUE SPECIFIC PROJECTS SHALL BE PREPARED BY A PROFESSIONAL ENGINEER OR REGISTERED ARCMIFCT WH04 WILL BECOME - 1/4'0 x 3/4'ALL POYV75 SOUD-SET ANCHORS AS DISTR/BUIED BY ALL P01NIS SCREW.BOLT&SPECIALTY COMPANY. 7HE ENGINEER OF RECORD(E.O.R.)FOR 7HE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. FIVQNEDi OF RECORD,ACTING AS A DELEG47E:D ENGIUM?70 INE AED.ENGINEER SHALL SUaWr TO THIS IA77ER THE SITE NOTES: SPECIFIC DRAWINGS FOR RENEW. AT)MINLMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS 6 1 3/4: (e)7HIS P.E.D.SHALL.BEAR THE DATE AND OR/G/94L SEAL AND SIGNAIURE OF TIE PROFESSIONAL ENGINEER OF RECORD THAT A.2)MINIMUM EMBEDMENT OF 11410 x 3/4"ALL POR45 SOLID-SET ANCHORS SFfALL BE 7/8"INTO THE POURED CONCRETE NO PREPARED/I. EMBEDMENT INTO S/UCCO SHALL BE PERMF7E0. 1/4'0-20 SS MACHINE SCREW(SIDEWALK BOLT OR TRUSS NEAP)USED SHALL BE 1 1/2'LONG MfMMUM SHOULD SNCCO EXIST,AND I'MINIMUM FUR WALLS WITH NO Sn/CLO. A3)IN CASE DRAT PRE(AST STONE,PRaASr CONCRETE PANELS OR PAVERS BE FOUND DN THE E VS77NG WALL OR FLOOR, ANCHORS SHAM BE LONG ENOUGH TO!TEACH THE AVN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SN4LL BE AS , INDICATED ON N07ES A1)&A2)ABOVE, (B)Rl EXLSTNG CONCRETE BLOCK WALL.ASTM C-90 UNITS - 1/4'0 TAPCON ANCHORS AS M MUFACT.&M BY I.T.W.BUXDDG - 1/4'0 SC TAPCONS AS 14ANUFACTURED BY I.T.W.BUILOEX W/11.- 1500 PxK.MN. -1/4'0 x 3/4'ALL POINTS SOLID-SET.ANCHORS AS DASTR1BUlID BY ALL POINTS SCREW BOLT&SPECNLTY COMPANY W/rm- 1800 PsiMN THIS DRAWING SHALL ONLY BE USED TO NOTES 8.1)MCONCRETE BLOCK EMBEDMENF OF TAPCON 2M CONCREBLOCK UN?S7MLL BE 1 1/4: OBTAIN PERMITS IN THE STATE OF FLORIDA B.2)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOLID-SET ANCHORS SIGALL BE 7/8'INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO SNCOO SNNL BE PERMITTED. 1/4'0-20 SS MACHINE SCREW(SIDEWALK BOLT OR TRUSS HEAD)USED SHAL BE 1 1/2'LONG MIMMUM SHOULD STUCCO EXIST,AND 1'MIMMUM FOR WALLS WITH NO STUCCO. `°ylaaaal� ll)l�%y1 /f/ 83)IN CASE DMT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 7HE EXISONG WALL,ANCHORS SHALL 8E `�.°° PI{:.,('<(�A�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) LONG ENOUGH TO REACH THE MAIN SMUCIURE BEMND SUCH PANELS ANCHORAGE SHALL BE AS INDICATED ON NOTES a..1) s ••'••• •C AND EL2)ABOVE s�•,•�,% 02OF5 TR.TEW,.INC. 24 CAGE GALVANLZED BERTHA STEEL STORM PANEL FJEL �D = (2'DEEP) DR/WN DAF E EASTERN METAL SUPPLY, INC. w/sy�s 1� ECOIANG. 42M*W ROM ORAE Tulr TESTING&ENGFNEERNO L»MPANr WEST PAW BFArJL R 31407 15-041 4aa N�xx s4 m m v4, a xn PHE(561)SM-6061 FAY.(561)SM-4760 ! iNc';i•./A ORION RIOA DPAWNC No FB-00cir S\ WALTER A DLUT Jr.P.E om n sa mvpq i - rU/i FT.O?W Lia I 44f61SNEEr 1 ar IQ eHpiluanuac°„ - - - - 1 8425. MAXIMUM A.SD. DESIGN PRESSURE RATING (p.s.f.) '- AND CORRESPONDING MAXIMUM PANEL LENGTH I! aoao'- i I.a D•�- aaw• rr. D-1 eoDD• y LD 'I' -�r.D 'r �-r.7D•1 Od9lE.,�' L+:MAX"AUMME Awa IENGM FOR A OWN PO&TIK Asn.OEYXN I0 M L-:ARK ALLGWW PARA LLN07H PDR A GNLN NWAaY£ASD,VEM LOAR fflWWLIffi M M7nao r UWJaW Awa LDXW FCR WALL uulRmNs OR PLaae CMh'C.• of O ry GWV A F 9 ASR D616N La%D,DEIFROW MAMW PANEL L&XW 1+•FMU o. E 2020'-1 JA,, - crmAN£ARE AR 1SGN La0,OElER^ N7WN PAM pWH 1-FROM SCMDULF G -2020•-- 1A4L LW AU.OWA 1E PANG LUMN 6 EXAL M RE A191ulLY Davam D pmm WKW BE7114N 1+•AVD 1-. >0 mp) e a®(mg (a)rmveruu Mn 104CRr TO BE 48' FULL PANEL JO HEMMED EDGES HALF PANEL W/O N£MMED EDGES SCHEDULE VALID FOR POURED CONCRETE. CONCRETE BLOCK AMD WOOD SUBSTRATE INSTAUAVOMS MAXIMUM PANEL LWOW I=2142- a15r' fiORJ- 6.000' fl000• y Lo 'r rr./ --1 � F.70•� —�r.D •r Apo -1 r.70•f- rte sr� eoaoi�° 6 Ip (AJ) vat FW/El PA�E.L T }� L+a ) L+By uv.L-(RJ ryy e �o ry 326 9'-10• 9'-/O• `fL 36.0 A 9=Y 9=10' —2@0-4 E--EeLO•— —L02D'—� w®(RP) 9v®(IYP) 36.0 9'-4 9.10- 38.0 9=1- 9'-10- FULL PANEL W/ HEMMED EDGES HALF PANEL W/ HEMMED EDGES 40A 8-10' 9'-10' O STORM PANEL 420 V-7' 9-10 SCALE 3/e'= 1• 44.0 0'-51 W-6" 46.0 ezY 9'-1• 4aO B•-1• a-a Mox. 02NOVc ANpADR3(SEE SCHM E) Flux 5a0 I ME. 1 W.. 52a 7=9• 8=0' 0 0 0 0 54L0 Y-T --a,ITF-1-FIT DID ulp5a0 7�• Y-3' SFE CLOSURE 57.0 Y-a' Y-t• DETAILS ON SHEET 5 sea Y-B• z'-a' A A / >/ f- DEl ETUE AILS OONRSHEEP 5 SECTION A—A _ `ay``+``P����I�111Ftyr//iA7o N. T.S. FLORIDA BUILDING CODE ()Von High Velocity Hurricane Zone) Ta �tc&V^ ozars 7E00 INC. 24 CAGE C4LVAtI�D BERTHA STEEL STORM PANELF.RL • No SF •':� (2"OEEP) S lRLI&N L0: f—r ( GTN✓ fE AVOIa (Ser SfJmU(E) 3--1 `K 1 Y 441 1 STORM PANEL 1M m. = ��'� EASTERN METAL SUPPLY, INC. 03/zyr5 �: - IL ECO �N,. »� TYPICAL ELEVATION �%•, �' lour msmc d ENGMEERwo COMPANY MST PAW BFAaL R.u107 15-041 `.(. (.t�. al4 xe.mA .Ra 54 MAw GreYM n Aree PN:(561)A3-6061 FAC(561)588-4780 N. T:S. •% ••' ••vyLa'ti �� �r-0006779 T��1 ay.a o�mv ar exn oat DPA*=nb '''•,s�O�JALFi�G�l�R��`� WER TxLfr OD„_180 aVA - - MEET ac 1a h 2rer n � N 2.550' t~,2� '-.214- IrD' S0 1 n ti .725' ry H �5() + Tilt-- R200' .092" o .125' R.125' h R.'15.066' N M i1P. n :rs. N 062' .094' .0 a R.125' L ry .. w L � .09f' N —T N O ^ 200' I+ � M . I I 2f .38 125"228 '— 3.000'Mr4 �2 493'--i 3� L2471' BUILD OUT "h" HEADER (3" MAX.) Q 3" ANGLE BU/LD Q "h" HEADER ® "h" HEADER (OPTIONAL) ® "U" HEADER OUT BRACKET x.093- y EDGE OF Or . 7 U 1-- -3Q• 0.317" a3rJ' 1.000'Max o IZ _114--20 r 3/4"ss m• . .788' 8 y n KNURLED 577105 W/ } Wa5F2R WINCIF ® a 1 • a ~ T7 N� o AT 12'O.C. h � + ^o•- i t 1 1 ci b v o .090' -�- �2,�, �� 8.062' OFo .957• L .090' o.e2 LOCO- EDCE OFo - [-093`711r? ROUND HOLE AT PANEL 7 1" STUCCO .TRACK Q LARGE KEY HOLE ® - ® KEY HOLE WASHER ® "F" TRACK ® STUDDED ANGLE 3105-HI54 ALUM ALLOY .848' j 2.440• 50 0 .095' 705- J-4 05- 281' 7— .666- °a COMPONENTS v4`2O=314•SS. Rl soz- © _WASHERED WING NUT _813 Wi DIE CAST (ZINC 7) 2.813" AT 178 wuKswns® R w R1.828" seA7e:112'- r' L ar,r oc n " NICKEL PLA TED j � FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • ```Z 02015 MUM.M 24 GAGE GALVANZW 6DUM 57EII_Sfi7Y Ma I:xt (2'DEET') awlw✓I Y (�1 FEMALE COVER CAP 'y - METAL TAL SUPPLY, INC. 0112403 70 STUDDED SNAP TRACK a r ; = �„ E C O s ae. 4250 war ROADS 7RNE ale 7/[L1T TESTING A£NCINEFRINO COAMANr "�-6D6 (567)FL 57 15-041 7'v eav x�.wssSrS,,s..rm wxa G�pQ n.xnm vlr.Isar)szl-casr Far lssl)sse-aeo -, �'1•, pn vnm.:(J%mI-lam.(aa:(]aT/m)-rmr mew umsmi me aY w ur DRAN/AY Nu i vn•' �ar'1 {{�`�Q.'. a ®-0006719 _ 7j�i/�/•• •a V-L'a,,> 607861 lie/44767 m r1-ae W�/1s s MfEET 3 OT 10 �lissssNl4`ov - - - - 1/4e SGATU9 OR / POUR(D COA9727E / W/® ANCHORS Q/��^ /�� OR-LbNCRQE BLOCK W/1/4 0-20 S/OEW BOLT REOWRED 1/4-20x3/4'SS SEE EDULEJ OR 1/1%-20 TR �� SOU4RE HANCHORS EAD ANCMNE 80LT OQ9 W OR + i REDLUMV FOR �J 'y` aG W/©AT f2' ANCHORS Wim(5£E ( l S SP ) S.G TAPCONS �1 —�v 7 � � I SEME A7URED CONCRETE I I POURED CONCRETE W I R£QU/ BLOCK' c O _CONCRETE BLOCK I I REOUIRED . �- _ 7 cG I I o N I 1 1 f 1 l•-70�T#)A' I y 7'1Gn SEPARATION I I TO GLASS i i ; ' ' �7•Wo.SEPrWAn6N ' 1� TO CLASS W 1 N 1 I 1 I I I I I SEPARATION I f 1 ct I I I TO WASS HEAD 1d AT SCREWS W/ AT 12,— D.C. i i E. a 7 S 1 1 I I SC�iw SCREWS rAT J2' j y POURED CONCTE I ANCHORS I I RG i RE1 OR CONCRETE BLOCK (SEE SCHEDULE) 1 1 I REQUIRED a I I 1 a I.i POURED CONCRETE 1 CO!!!. 7/7 o. I REWIRED BLOCK (OPET/POSlnOr/t) PIXIAED CONCRETE) lL7- (SEE SECTION ® ANCHOR sCNmkv AHcrroRs�� �AlIL-CAME ES STJIEDU!£) (�Sc1EDOLO 6 Dont RFalgw Co� SECDON®ANCHOR ( 5 cmt POURED CONCRETE. OR CONCRETE BLOCK 1 REQUIRED I 1 , , I I i 1 I i S/OE WALK BTTLIS AR7NICK HEAD MACHINE STREW �E`3141#,JIM- AS PER NOTES AZ B2(S,Rxr J) BUILD OUT INSTALLATION SECTIONMACHWE SCREW f�7CIH AS PER NO7E5 AZ B.2 SHEET i POURED CONCRETE OR CONCRETE BLOCK ' i 8 Cant SECTION 1 REQUIRED ' 1 I 1 Camr. (OPEN POSRION?) POURED COA �! NCRE/E REWfi?M SECTION ® STUD SEC7701V 0 STUD SECTION 2 WALL & FLOOR MOUNTING INSTALLATION WALL MOUNTING INSTALLATION k,,t,,�'F ' arpp�,, SECTION 3 �,a•P\�';....: 1< /Tv,� FLORIDA BUILDING CODE (Non H/gh Veloclfy Hurricane Zone) ' vs... 02015 T¢TEVa 6r- 24 CAGE GALVANZED BERTHA STEEL STORM PANG1-07 FBL (2-DEEP) DRAWN Br NOTE FDR COMBDJARON OPSECTIONS a j U'4d EASTERN METAL SUPPLY, INC. D6/2r/Is WAUI):LODR MOMMU SEC77OW hid'BE E 0.v (SEE SCHED ZE ON 'O" i I LTE C-0.a�. 42M WEST R04D5 DRNE EDGE OSrMCE �'E COMBWO IN ANY WAY TO SUIT ANY INSTAlL1nON. S/TEtT�) `' 1 J null TESTWO 6 ENGINEERING COMPANY REST PALO BEAM EZ SNOT 15-041 0 �O^ •t4`` aa,Nee.uu Am,www cumnea n.1. Pla•(se J)M5-6Wl PAX.(561)--M-4780 w'+✓/���• 1^ ,5�f ,,4 / `•+( 1 u.erwM I M..1 avd #9owu DRAWING No EB- SAA cry••••••••.�� ,1 WALnR A DllTf JC PE atD nme OY2�/re _ _ R..L f6I67 a SKEET 4 Cr JO "�TU10i711HIR4611t _ _ _ _ 1 POURED CONCRETE 2'x J"x.693"3105-1114 OR CUT PANEL CONCRETE BLOCK 6063-T6 Ah-ALLOY ConL AhANO£ OR 211,4'WDOD WRH 1/4 TAPCON ANCHORS®/2'0.r FR4ME REQUIRED -� .00 Ar 1/4 TAPCON ANCHORS 1.000' SCH O 12"O.C. 1 1/4"(X MAX 7.000' 1 HALF PAN¢ - 2'r 4"x.125' / POURED CONcICK J105-1114 OR 606J-76 ALLOY OR OO 21W BLOCK o WOOD Cont Ahxn.ANGLE N ' FRAME f7EQf11RED Max• / 4 CASE A (Plan CASE D CPlan) a Wa POURED CONCRETE ca%vRW r BLOCK VARIES 3'u OR4WWOOD Mac FRAME HN'OUWm POURED CONCRETE X-BUILD OUT DISTANCE y CONCRETE BLOCK OR 2 4"WOOD /FAME REQUIRED f iy 1.5X^ X 2 I'.ffin.5EPA%I7aV 1 7D C4/5S N„ Z 2L n 1/4-20xJ/4'SS SQUARE I /4-2W14'S5 SQUARE HEAO M4CHINE SCREWS READ wCIAME SaMNS yj +i 9P c C 13S u N W/ AT 12'RC ' W/®AT 12'Oa e f CASE E (Plan) Cant -- -'--- -'\ ��JRApCS avp) 1 , 2 Mmc �. 7 '14 22014' -S 1 HFAO MACHINE SCREWS 4"x 4"x.072" REQUIRED D� 105-H14 OR 6063-T6 ALLOY REQUIRED W/®AT i2"O.C. Conti Al...ANGLE 1/4'CX MAK BLOCK � E D. CASE B (Plan) CEILING & FLOOR MOUNTING '/'7^ "A" 1-2500 Lha e 12'O.C. �I, 250D' INSTALLATION - SECTION 5 POURED 00NCRErE CONCRETE r CASE F (Plan) OR 2 Y4"WOOD SCALE:3/8"=1' FRAME REWIRED 1.000 2"x 2'x-Z5-TO 'ALTTFNATE[EQ LOCATION E A=FSGE DlSIAMCE 2":5',. Cont I END CLOSURES DETAILS (SEE SCHEWLE oN Num.ANGLE OR OR SJ�f'B) .080'3105-MI54 SHEEP METAL N.UENT PLATE SCALE. 1/4•= T NATE FOR COM&N4TION OF SECTION,,: CASE C (PI n 9LAii16aVJe WAtl/FLOOR/CFJUNG MOUNTING SECTIONS C4N BE `°°a\P� T/� i�A FLORIDA BUILDING CODE (Non Hlgh VafocW Hurricane Zone) COMBINED IN ANY WAY TO SUIT ANY INSTALLATI[AV. °°°S•.• J' 02015 791=.Wa 24 GAGE GALVAN2ED BERTHA STMSTORM PANEL FRL \�l fN n`,•.•,/�; (2'DEET) AA"W. EASTERN METAL SUPPLY, INC. 63/24/18 ' -- I L E COIN,: 4268 w-,BQA05— IIS L 7�N TBLir TESnNG A ENGINEERING COMPANY WEST PALM B54M FL J3407 15-041 Oa51 rt. W R m 101 rYsw fwpp�a a,rs PM(561)5A-606 r FAX:(560 568-4780 ORNYINO No F�• C ?;IDP • �� o� wuTER A 1 Jr m„-rm afav a r °° Roma+1Ie. N r6.77 - - SWEET s Q-10 S %AT 206 ..1140 TAPCONSAT 12"O.C. pp- — y ADACUff AaACENT RENOVADLEINTERMaT PANEL POHRED CONCRETEPANEL OR CONCRETE BLOCKPANEL. REQUfRED� CaaG . [:mrL 1 I i R£ONXm I \ 1 I i'16� 1 •ISn 1 4AWAPP`! 1 I 1 I I I I 1 1 I I 1 I 1 1 I I I SECTION B-B I I/4-20x1•SS ' I "14-20;;;j; .S. I i I SOLE:N.T.S. SOWRE I1FAD i I AMCTONE SCR£x5 I j ATiCH1NE SCREWS W/®AT i i L W/®AT OVFAIAP I 1 1 I 1 I 1 I j j I I 1 1 I 1 1 1 I I 1 1 i• I I 1 1 I M I 1 (TOP) 6A,69 1 (TOP) OR CONCRETE 1 OR CONCRETE fKOGK __ _ g� REOl1LRED 1 I IY I pENr EL 1/4=zmr/•ss ORERIORLY 1140 VPCONS T f ! SOVARE=FAD tU(/VABLE AT 72.O.C. MACMNE SCREWS SR7Ad/PANEL ADJ4CEM B PLATE REO D. ,, 11 T 8 W1®AT OVET7(AP PANEL ! �Y 114 0 TAPCaVS 024'O.G I _i AT MM101NOTH OF REQ1f/RED {j PLATE AT 12"O.C. M B WALL MOUNTING INSTALLATION WALL MOUNT/NG INSTALLATION SECTION 6A SECTION 68 SCALE:,T/B•= 1" SCALE:3/8-= 1' • 0 INTERIORLY REMOVABLE STORM PANEL SECT/DNS SIDE WALK BOLTS ARE J/40xJ/12"THICK HEAD -PT ER 8 MCMNE SCREW W/LENGM AS PNo=A.2 MAX. A.S.D. DES/GN PRESSURE RATING = +57.0, -57.0 p sd. - a2 ISHEEr 1) ++ lNTFR/ORLY TRUSS HEAD BODS ARE 112 0 IIB"TMCK HEAD 1 (TOP) ,UIED 2S2 A 6A,6B 1 (TOP) •a W/LETIGNI AS PER MITES A.2 R EACH IoM FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) OVERLAP PUNGE ����•' 1„164' Ns• e2Dls IXTEco W- 24 GAGE GALVANOED BERTHA STEEL SMR4f PAN¢ FxR INTERIORLY REMOVABLE STORM PANEL F (2'DEEP) MWN 5n PARTIAL ELEVATION EASTERN METAL SUPPLY, INC. GJ/zyis SC61£:ILT:S - I L E C O I Na. ESTI{PEST m>E BEACH, OHNE LIT TEST7NG S ENGINEERING COMPANY WEST PALL BFACH R 37107 TlL ::'�`^^•• F � ans xrR san sx sva,wmw cows n.vlea PH:(567)575-606I FAC L567)5TB-4710 15-04 t r`s•• 'r 1� [•�•` \1 Mum.S W-0006719t91 ay.r a®sm� oe MKINC No WALTER IR j Jr.P. �/ O�✓•I•••�•. \� TLO711L7A LI 441E 57 1 2 1SHEET 6 OF,0 TITLf11l011116tttH - _ - _ MAXIMUX A.S.D DESIGN PRESSURE RATING (Psf) AND ANCKOR SPA SCMU/•F. FOR LAT.49' I"TIONS IN CON EM AND CONCRM BLOCK STRUCTURES A.ONRY) ASA 11ameV A10A95$IImCTM C A-J 1/T'•• APPU-/i YIYWIAI WiC HNFl ASn OE501 40tr4Mr A 9 !OP E n-a r/r•• /e WIYW AWn Nur fP•TJ rxne m 112196 SOIn sr SAZ.vw Aar naaramr am-r(NJ !a.•J Mmw moxa sen ser snrArcnr Avr wa®wmv D1z11r z-lR) ro 1wrn7TTr m PAsovrr m anaEfE m.>0awr ro cnecxlr T— NA or mM ro rnr�le ro NAmrmr ro 1>,wa1E ro r/amrw.•ro mune m rcisovn a Pn1l N/A NIA 12- 12- 12• /z• I(RW) NIA NIA 12' 12' 12' Ir I(mm 12' 12' 1. r2' Ir 12- r(1R1rrUM) 17- 11' Iz' 12- 12' r2- 1 WIT010 12' 12' 12' I2- 12' 12- 2(7DP) 12- fl' rr 12' ,2' W 2(10P) 44x4 IO.o 1r Ir 12' 7r IZ' f2' 2(Bonmr) ��- +40. m 12- 12' 1z' r2' 12' 1r 2(LrOnW �W-' LESS 12• 12' r2' ]r 12' 1z' 3(IOP) LESS +S7.0.-57.0 12- 11' 1Y• fz' t2' rr J(mP) T�- rr N/A 12• NIA !Z- N/A J(BM=) 12' NIA 72' MIA !Y' NIA S(OWR1M) 12• NIA 12' NIA 12- NIA 4(IDP) 12' NIA 72' NIA 12' NIA 4(Top) 12• Ir I2' 7r I2• rz• 4 mormu) 12- It' 72' 1z' 12' 12- 4(smnw) 12' 12' 1r Ir 12' 12' 5(IO» I2' JS' T2' Ir 12- 12- 5(IOP) 12• 72' 12- 12• I2• 12' 5(BOZ) 12' 72' 11' 12- 12' 12' 5(w"w �� Wl,IIAI MOOS S AP10 TOR E n-]1/J•rr APo4.Y;A@E m 1^xertRr 1IAeONOI Aavnls SM®IG 1M E n-J 1/Yr• AgMCA&£ro 1fdS4l 1>fFaAR A•10xa .C9n 50' SGZW.i1N AA /2trT' 2(RJ ` �'la a4 wtG6 SQn 9T —.Vw .i '�laWJ m Lti1OETE m Iluawn'ro cnw¢7s ro ruAlcrr m cT)VETE ro M�4N' a n¢1r �°1O�) ro R4rSlE m 11aRNWY ro mvse7s m IumARY ro rn>oals m Iiarawr or 71GM NIA NIA 12• 12' 12' 12• 1(mp) NIA NIA 72' f2. 12' 12' 1(70P) 12' fl' 12' 1r 12' 12• 1(mmm) 12- 12- 12• 12' 12- 12• 1(=W I2- W 12' 12' I2' 1z' 2(TOP) 12' 17'. 72' Ir 2(!DP) r4a -4aD it rz• 12` 1' n' rr z(87naM) ToL� fz' rY' rr u— 72' ,2- z(a7rlw)DR lE55 Ir Ir' 72 7r i2' 12' J(TOP) 9=10' 1' 22' 12, Ir 12- 1r 3(7uP) 12' NIA 12• NIA 1r NIA J(80r7GM) 72' NIA 12' NIA _ 12' NIA 3(w=w) 12• NIA 12- NIA 12' NIA 4(TOP) 12• NIA 12' NIA rr N/A 4(7M) }2' If- 11' 12' lz" 12' 4(BO7MU) 12' 71' 12' 1?' 1T' 1. 4(BOrto 12- 12' ,Z' 12' ,r 11• 5(I)P) 12- /P' JI- 1r 72' it 5(/OP) 12' 1r 12' 12' 1r 5(80Tra1) 12• Ir I2' 1' 1. 5(omm) ASA IgA1[d NOKib SFNO4 TME n-j 1/2'•4 AiW.1fA£m qI1.YM WSDS 5000 SET SO.DiTnfl SeilOa/tr MULIIN P.L1FZ Axr nafaeaam !T]IGn+2'(rt) ^d(4X/NUN ARGILW SPAfJN05 ARE 1!1ND FOR 3'EA:E OS)ANCE fOR E 0.NESS THw J'A2DUCF m Onr4aiE m rlAmaxr M— N Ir ro Cv Kf£ro Ncvaer tr 11FM MICHOR SPACING BY MUL7PLY/NG SPACING SHOWN ON SCNFD(2E BY THE MUM=FACTORS(NCIE M,n NIA NIA 1. !r 11' /z' 1(TOP) E.A RM SGLWU ANOM S IS 37 FOR TMS OP/FA770N TO BE POS MDUGED SPACIIG OWAFAW USING FACMR SMLL NOT BE LESS TWIN M/MWM SPACING WDrATED RAR MH ANCHOR TYPE AT Ir I2• 12' 11' 12• 12' f(wnOV) ANnuags arm. Ir 72' 12' 12' f2' 12- 2(!0P) FACfOR AC7WL E 0. TAPCON(RMXM OR SG) SOLID SET +iNEd-40.0 11' 12- 11• 72' rT• 7r2(007!(ml) m Le s L8 ro +50.4-50.0 /2• 11' 12' fz' it rr 3(I0P) J' .55 .75 12' NIA 12- N/A i2' N/A J(/AROY) 2 112' .71 ,50 f2' N/A 12- N/A 1r N/A 4(Ra^) r 30 ,2' 12' !2' Ir 12- 12' 4(BOIIOM) 12- 12' !r 12- 12' 12' 5(IOP) Ir 12' 11' 11' 12' 12• 5(807/018 ..•...:.• L�Te, FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • ANCHORS 1 Q •'' ��CENs�•.•v�%^ 02015 mlF=.WC. 24 G4GE G4LVAhVM BFJ7(i(A STM STORM PAPEL rat- _ (2'DEEP) DRAIN W. I6P. ANaoR TWESPACINANWO ■ /+ £ASTERN METAL SUPPLY, INC. Oa64m1s TAPcar(REG(aM OR s4) So' E. D. mGE DISTANCE ^'�•• ��,�! W I` E C 0 I M C.\ arts 42,111 BFwnL.rt II T^ rr+Jh nELrr rEsrrxc a E0uc7xEER xc coMPANr 15-041 M( )513-605r FAL'( )5M-4780 (� {� ' -� am NR a.m.5e,m aaL uc+44 rArarT¢n urea 561561 Sam SEf 25• fl•��-�''C�:. CKRIC S• '4�`�'/r�� E��ocl'9(am)m-"'1 �y.b otcuor Pal A,:w r�o+ ORANbJC NP Fj,tsS'•r., • ;r, .+r WADER A.T51?•b:P.E 4P„-sa w/Nna a - - r/ �Q! •FA �?,4� no)"L;,-f 44167 _ _ SHEET 7 0F f0 '•/1/71ai�Liw3LI"� - - L L 114-0 SG TAPCONS OR 114-0 114'0 TAPCONS 114-o TAPCONS L (SEE ScHax-) SCHEDULE) L SEE SCHEDULE) I SS SQUARE Ix HELD 114,0 wcomHELDSCREWS W/ AT 12-O.C. (SEE SCHEDULE) 3 2 7 WOOD HwEk EIREQUIRED WWO WAGl It i t RawmED 11 'i 7&r I- 70 MASS � j 17ON - _77on SUAR4 TO sownum k 1. - i 1 - -N i I 70 GASS SMWOM TO,aASS Y 1 -20,514 14 - SOU4RE �02 HEAD SCRAMS W/©AT 12j2G 114-20-14'SS 50WRE "SOROVS-- ArI2 ac- T- 9. (OPEN FO-ON I Ar.12"ac TAPCONS 'A 21- j- -114-0 Mimi , SCH-) DEC ___J6'WOOD (SEE SCWaXM (SEE -F (NO FINISH MOWED) SECTION 0 ANCHOR SECTION 0 ANCHOR 5 cont. \---414-0 TAPMNS. a n4 amman (SEE Sal"Emflx) Vf/4'0)APCOAG (SEE SCHEDULE) BUILD OUT INSTALLATION ALTERNATIVE I ALTERNATIVE V, 'If 13 cCNT (60m POwM TAPCONS SECTION 0 STUD WN.21.6' � j scummo C.= p ALTERNATIVE 2 (NO FINISH ALLOWED) s.,cnON®STUD 1+Nom.nwt--Cm'FR WALL & FLOOR MOUNTING INSTALLATION WALL MOUNTING INSTALLATION rAL.1 t, ,A L TERNA VE 3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02015 MnW,ING. 24 C4GE OOZVMZM ffR7M SrM.STORW Ma FX.L (2'DEEP) Am-W BY.- NOTES. .. ...... I INSVIIIATFONS ARE ONLY VAUD FOR MAX.ASO.DESIGN PRESSURE R477NG z EASTERN METAL SUPPLY, INC. aYI241[5 AND PAWS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) AM FtFsr ROWS DRnr aim- KST PAW B64W.FE JW7 2.SEE ANCHOR SCHEDULE ON SHEET 10 NOTE FOR CONSINA77011 OF"SEC77ONS' TfLur TESTING&ENGINEERING COMPANY PA-(561).W-6Wt ;XX-(S 588-4780 15-041 S -,61) .3.FOR NEW I$=MANE COA5MU=OAF. WOOD MEMBERS TV Be SOUTHERN WALL/WOR MOUNTING SEC77ONS OW BE 4r PINE N..Z W1 SPECIFIC DENSITY(G)OF 0.55 OR EOUAL COMBINED IN ANY WAY TO SbTr ANY •V, 0 EU- —9 /AP57,Q-LA WM-:7.14.--, - SkMT a OF 10 Exmac et.,,. 1/2'PLT76900 Ip TENNG a rAPGONS axe'(I�J LusrWc WDOO 20 D STUDS AS w/FA ECMN (SEE SCHEDULQ BTAV RE7RBRED.S777ULTURAL 2304 OF THE PFLONVA TION E EO ADEOU4Cr OF EXISTING WOOD ! BL01OP'G CODE W/1/40 BEW TO BE CER797ED 8f WOOD7RU55E OR R I.' rAPCON w/Is/J2'M. PROFEAlM4i1.QIGI/J}�N OR o 24-a WSTAUA77M. c.R@U/RED nIREMID P£NEIRATTON D ARMTECT PRIOR TO SHUTTER +'Ar MOOD.(SEE SCHEDULE) W TO ALUM. ALUM.TUBE W/(J)5116-0 IAC '500' SCREWS RI EACH TRUSS OR RAFTER. 1 I o O— EO LOC47E SCREW AT MIOMM OF N'" I 1 I I9 EOI757WC WOOD M(NBfR(2'MW. \ W/ Ata1 I NOIDN7L W2RT/) 2 1/2- . I 71IRFADEO PENE7RAROK "'Y�•. I 1 1 1 i 1 I WOOD HEADER I i I 1 REQUIRED I 1 �I-A SEPARATION 1 I 4 I DW/BU2DEX 1 ry 2 fff� TO GL455 1 1 I 777L SCREIV I 1 I I Cad AT 6"O.C. I 4 C L i 1 1 I 'Y' I I'Mg,. I W +"SFPARA710N I 7 1 1 w 1 �. I 10 G1ASS I 1 1 U I I I 1 N 7"Min.SEPARATION 1 I 1 I IL1 I 70 GLA i i /a-217rr/4'SS SOU4RE ru i B W1 @ AAT J2'O. CSOUARE wE.E T ' I A O.C. OPTION I c«,L ALTERNATIVE I 1Ol d Mp/_1?ifi"WOOD D£•+••REOUfRm I - 1 i 0/0 (NOT FINISH ACLONED). I 1 � � N 1 I 1 1/4'Y TAFCONS RfWN:fD I (SEE SCT/FDULE) �' 1 $ Cw1L 1 I COM& FLOOR MOUNTING INSTALLATION ALTERNA77VE 5 EUVING M. 1/2'PLYWOOD REOb gI W/FIrIG 70 STUDS AS PiE..R��S��E�CRON 2J04 OF TRE/LOMIM BURDWG CODE W/1/40 RIPCON W/15/J2"W THREADED PDHETRAT/DN DAO PLMMa(SEE SCIIETNIIE) BUILD OUT INSTALLATION NOTE FOR COMBWANON OF SECE : ALTERNATIVE 6 OOR/CEIFING MOUNTING llTNS CAN BECOM ANY WAY TO SWT WSJALCA7XTN. `pSUll1 9li NOTES: +� ' '� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) T.INSTALLATIONS ARE ONLY VALID FCR AA4X.A-sa DESIGN PRESSURE RATING Ns AND PANELS LENGTHS AS PER SCHEDULES ON SHEET 2(EXCEPT AS NOTED) e •117 F : ss 02775 Ti VW,as 24 G4GE GALVANO:V BERMA SnM STURM PANEL FJLL 2 SEE ANCHOR SCHEDULE ON SHEET 10. 441 S (2-DWP) IRt1WN BY. EASTERN METAL SUPPLY, INC. D3/24/'S S FOR NEW W000 ERA4tE[X)IHS7RG/CTIlNJ:WOOD MEMBERS TO BE SOUTNE/6V * aeE PW£Na Z W/SPEC/AC DENSLY(G)OF 055 OR EQML ^,�. �'r 1 L E C O IMC. 4268 WET Ra-m DRNE AM PAW BEACH,,rt JJ407 i SrC V ••�,� T/!1/r TESTING&ENGINEERING COMPANY 7S—O4T '•i 1 ('� aw H•..Im.s std uf.1Waw Ca Z n. y. PM(561)SM-6061 FAX(561)SBB-47510 ED-000671 DRAW= L.tmT®1-mr ¢v.a as®m+ me �.vt DRAW=No ATER !7 N 44/67 L51fEL7 9 OF 10 R R n K 'i 4 "'' '•1 'i K � � [ R °' k 'i ^t k 4 k K w. � � - - "l y it "t v v '3 Rl e�C�i RR t ' t ' ' N b & A i b V � 0 z 2 � a u 0