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HomeMy WebLinkAboutProduct Approval BCIS HomeLog In ; User Registration { Hot Topics Submit Surcharge Stats&Facts Publications Contact Us BCIS Site Mapt i Links search i PProduct Approval a -USER:Public User Product Approval Menu>Product or Application Search>Application List>Appliptio ailILI= IL-B LA MFME,,y FL# FL11969 -R4 Application Type Revision I / Code Version 201 fV Application Status Approved Comments Archived �.. RECEIVED Product Manufacturer Eastern Metal Supply DEC 19 2019 Address/Phone/Email 4 estroad West Palm Beach,FL 33407 ST, Lucie County, Permitting (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodriguez@easEernmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category OShuttersSubcategory Compliance Method rt from a Florida Registered Architect or a.Licensed Florida Professional Engineer 'I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.Tillit,In Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2019 Validated By John Henry Kampmann Jr. d' Validation Checklist-Hardcopy Received Certificate of Independence FI 11969 R4 COI EASTERN METAL SUPPLY,INC- DRAWING 17-099 CERTIFICATE OF INDEPENDENCE.PDF FL11969 R4 COI EASTERN METAL SUPPLY,INC DRAWING 17-100_ CERTIFICATE OF INDEPENDENCE.PDF Referenced Standard and Year(of Standard) Standard TAS 201,202,203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/13/2017 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 11969.1 0.030"Thick Galvanized Bertha Steel Corrugated galvanized steel storm panels retained or not by Storm Panels(2.25" Deep)-HVHZ- tracks to provide hurricane protection, Drawing Number 17-099 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FI 11969 R4 II EASTERN METAL SUPPLY,INC. DRAWING-17-- Approved for use outside HVHZ:Yes 099 0.030 THICK GALVANIZED BERTHA STELL STORM Impact Resistant:Yes PANEL-PDF Design Pressure: N/A Verified By:American Test Lab of South Florida Inc. Other:Large Missile. Max.span is 8'-6"for+60,-70 p.s.f. Created by Independent Third Party: Yes ASD for panels mounted per sections number 1 thru 5 and 8. Evaluation Reports See sheet 4 of installation drawing for other spans and Fl 11969 R4 AE EASTERN METAL SUPPLY,INC. DRAWING 17- pressures. 099 PRODUCT OF EVALUATION REPORT.PDF Created by Independent Third Party:Yes 11969.2 0.050" Bertha Aluminum Storm Panel Corrugated aluminum storm panels retained or not by tracks to - HVHZ-Drawing Number 17-100 provide hurricane protection. 1" ifs'of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R4 II EASTERN METAL SUPPLY INC DRAWING 17- Approved for us out" HVHZ:Yes 100 0,050 BERTHA ALUMINUM STORM PANEL.PDF Impact Resists t•Yes Verified By:American Test Lab of South Florida Inc. Design Pressure: Created by Independent Third Party:Yes Other: Large Missile. Max. span is 10'-0"for+62,-73.3 p.s.f. Evaluation Reports ASD and for mountings number 2,6,7 and 8.See sheet 9 of FI 11969 R4 AE EASTERN METAL SUPPLY,INC DRAWING 17- installation drawing for other spans and pressures. 100 PRODUCT OF EVALUATION RERORT.PDF Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1624 The State of Florida is an AA/EEO employer.Qgyright 2007-2013 State of Florida.::Privacy 5tatement::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 emals 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 dick e e. Product Approval Accepts: CM .R Gari 'safe �EMERdL N07ES: I..STORN PANEL SHOWN ON THIS PRODUCT EVALUATION DOC!JMENT(P.E.D.)PAS:BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE.WITH NOTES: TN£2017(6th EDITION)-OF THE FLORIDA'BUILDING CODE. 8.1)AMVlMUM EMBEDMENT OF RPCON,ELCO PAN£LMAZE..OF'TAP-GR/P;ANO.CRETE-FLEX S54 ANCHORS INTO CONCRETE BLOCK UNIT'SHRLL BE 1:1/4 1 J%B'FOR 2AAl4C'AWLIN ANCHORS DESIGN WIND L040S SHALL BE DETERMINED AS PER SECIKIN 1620 OF THE ABOVE.MENTIONED CODE FOR A WIND.SPEED A5 REQUIR£O.:BY THE JURIs=170N.WHERE THESE SHUTTERS WILL.HE INSTALLED AND B,2) 718'CALK--W ANCHORS SHALL BEEN17RELY EAtSEDDED INTO THE CONCREIE BLOCK UNIT NO 1718EDLiEI?INTO STUCCO roR A DIRECTIDNALTTY;FACTthP Kdsom, USING:ASCE T-7D:�.FOR/NsIALLATIOAS UNDER 2017 F8G AND SHALL SHALL B£'PERMITED. 1J'4'0=20'SCREWS USED Sl{4LL�a 1'1/2'LONG AUNII/UiW SHOULD STUCCO EXLST,AND 1' NOT EXCEED THE MAXIMUM(ASD.)DESIGN PRESSURE RATINGS.INDICATED ON SHEEr3 9 /HRL1 Ira MINIMUM FOR WALLS WIy4 NO STUCCO. IN ORDER TO:VERIFY THE ABOVE CONDITION, UL77MATf.DESIGN;WIND LOADS DETERMINED'PER ASCE 7-10 8.3)MINIMUM EMBEDMENT OF 114:0 x S/4'ALL PO.WJS SOLID-517 ANCHORS SMALL BE 7/6"WCK TO wr AONCRm BLO , SHALL BE FIRST REDUCED TO ASD, DESIGN WIND LOADS BY MUL9'IPLLYING 774EM BY 0.6 IN ORDER TD NO EifBEDMENY INTO STUCCO SIALY Of P£RA41 TED. 1/4'0-20 S.S, MACHINE SCREW USED SMALL RE 1 1/2"LONG TO'COMPARE THESE Wf MAY-(A'SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRO 75: MIMLLIJM SHOULD STUCCO.EXIST,AND !'MINIMUM FOR WALLS WITH NO STUCCO. N ORDER TO VERIFY IHAT COMPONENTS AND ANCHORS ON THIS:P.E.D.AS TESTED WERE NOT OY<iT'STRESSED A JJR INCREASE IN 8.4 IN ME THAT PRECAST STONE OR PRECAST CONCRETF_PANELS BE FOUND ON THE EXISTING WA.Il_ANCHORS SHALL.B£ ALLOWABLE STRESS FOR.WIND.LOADS:WAS LW..USED.W WEIR ANALYSIS.A DURAI76k FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MAW STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALt SE AS INDICATED ON N07ES VER1174A710N'OF FASiENERS'!N'WOOD. 01'8.4;AN67LZ2)ABOVE. STORM:PANELS ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN'VER/TIED IN ACCORDANCE WITH SECTION 1628 OF THE (C)ANCHORS SHALL BE'lNS7XU EP FOLLOWING ALL OF THE RECOMM£1JDA71ONS AND SPECIFICATIONS OF THE ANCHORS ABOVE LIENRONED CODE AS PER AMERICAN TEST LAO REPORTS/.tO22.01-96,0 022.1.01-0+AND 1'0616"02-M PER mANUFACTURER. PRO70L17LS TAS-20T; TAS-202 AND:TAS 103. 2 ALL ALUMINUM SHEET METAL,PANEZS:7SIf4I.f1AVEc 5052432 dR:3004=1134'.ACLOY. 7.PANELS:1/A)•ALS0:6E INSTALLED HORIZONIALLT'FOLLOWING WSTALIATlON DETlJLS SNOYRJ ON SECTIONS 1 TI.IRiI 16(SHEET 3.tr 7 OF 73)EXCEPT THAT HEADERS 2 J-&44 SHALL NOT BE7 USED, J.ALL ALUMINUM EXTRUSIONS.SHALL:BE ALUMINUM ASSOC/A7TON 6063-TB ALLOY:&TEMPER UNLESS.OTHERWISE NOTED. 6.IT SHALL BE THE*RESPON518ILLTY'OF..1HE 001J77TAC7L)R:70 YER(FY.7N£SOUNDNESS:OF 11fE'S1RUClURE WHERE SHUTTER f5'TO BE 4.ALL SCREWS TO BE STAITNLESS STEEL 304 LW 316 AIS SERIES OR.CORROSION RESISTANT'COATED,CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE THIS STRUTTER SHALL ONLY BE"ATTACHED TO COAfVOr.BLOCK OR WOOD FRAME 60018 A/'_50 ksr YIELD SIR£NG7H AND 90 ksi TENSILE STRENGTH.&SMALL COMPLY iY/FLORIDA BIRLDINO LODE SECTION BUILDINGS. 241:13.7.4.. • 9 THE.INSTALLAII(YN COlJ1TCAC1bR IS„TO SEAL/CAULK ALL.SHUTTER COMPONENT EDGER J*JCH-REL4VN IN CON77NIIOUS L17NTACr mm 5. BOLTS TO BE%SIM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS:STEEL, WW7H 35 k+J MINIMUM YIELD 57REWTH.., THE BUILDING TO PREVENT 1WNDIRNN INTRUSION CAULK AND SEA!SH017ER TRACKS ALL.AROUND FULL UNGTFI. 16.STORM PANEL iN57ALLA77ON SHALL.COMPL Y'WITH',SP£CS:INDICATED IN*THIS DRAWING PLUS ANY BU(LDING AND ZONING REGULArONS 6.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE 1101£D)? PROWOED BY THE'JURISDICTION'WHERE PERMIT'IS.APPLIED TO: (A):TO.EXISRNC POURED CONCRETE'. 11, (P)THEE PRODUCT;EVALVA710H DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER.IS.GENERIC AND DOES NOT PROWD£4VFORM47ION - 114'1 TAPCDN:ANCHORS AS:MANUFACTURED,BY 1.4W.W. BUILO£X,.fiRCGUlAR OR 410 SS.) FOR A'SITE 5PECIE70 PROJECT''i:e. WHERE THE SITE C.ONDID0N5DEVLAiE:FROM.7HE,P.E.D. - 1/4'0,CR'7E-FLEk S$4 ANCHORS.AS MPJVUFACTURED BY£LOO CONSTRUCTION',PRODVCTS 114'.0 CF TAP-GRIP ANCHORS'(BERIHA STUD-CON),;AS_MANUFACTURED BY TRU-FAST CORPORATION. (b)'CONTR41710R:IO BE RESPONSIBLE'FOR-THE,SELECI70N PURCHASE AND WSIALLATIDN WCLUDWG LIFE SAFc7Y OF THIS PRODUCT 84SM ON THIS P.E.D.F-ROWDED;H£SNE,DOES NOT PEW47E FROM.THE CONDIDONS DETAILED-.ON - 114'0 ZAM,AC NA2TN.ANCHORS AS MANiUFACRIREO BY POWER FASIENERS.INC... .. / - 114'0x,7/6"l'.A1JC-1N ANCHORS OR'ELCO mo/e&letrevlo'PANEIMATf AS 1AANUFAC7URE0 THIS DOCUMENT CONSIRUCI7ON SAFETY AT SRE'!S IEIE'CO1J1T7Acrm!s REBPONSgiurY. .BY POWER FASTENERS, INC.AND--.ECCO CONSMUCTON.PRODUCTS RESPECTIVELY (c) 7X75 PRODUCT EVALWTYON DOCUMENT IWLC BE CONS/OEHEp INVALID Il MODIFIED.-.114'1 x'314'ALL PO/NTS SOLID-SET ANCHORS AS DIS7RIBUTETI BY AEI.�POIM3 SCREW,_BOLT&SPECIALTY COMPANY. NOTES, (d)SITE`SPEOIFIC-PROJECTS SHILL.BL:PRCPAR£D BY FLORIDA REWlD?td ENGINEER OR ARCHITECT WHICH WILL A1)M /WIMUM EMBEDMEN7 INTO POURED CONCRETE OF TAPCON.ANCHORS OR CRETE-FLEX S54 IS 1 3 4; 80046 THE ENGINEER OF-RECORD(E,O.R.)FOR THE PRQI£CT AND WO WILL BE RESPONS&E EOR THE PROPER USE OF THE PEED. EUGWCER OF RECORD.ACNNG AS A_DELErATED ENGINEER TO THE P.£D. ENGYNE£R,SIW1 susull TO FOIE ZAMAC NAIUN,ANCHORS:IS 1.3/6;•FOR'ECCO PANEL.w E.ANCHORS IS'1 3/4; TMS LATTER THE.SITE SPECIFIC DRAWING'S FOR REWEW AND FOR CF TAP-GRIP ANCHORS IS I 1/4: (eJ THIS PEO,SHALL BEAR IHC DATE AND.ORIGINAL SEAL.AND.SIOMAIRE OF:THE PROFESSIONAL:ENGINEER OF RECORD A2)'7/8'CALX IN ANCHORS.W&t.BE ENTIRELY EMBEDDED-1110 THE POURED CONCRETE NO ENB£U.VETJT Rao STUCCO THAT*PREPARED:17 SHALL BE PERM?T£0..1/4;G=20 SCREWVS'USED SHACL'B£'/;)11'LONG,IAINi,IIuM SHOULD Sruccd EXIST AND 1" 12. SHIJI7ER. MgNUFACTURERS LABEL SHALL 6E'LOCAIED.ON.A.R&!O1LL`Y NS1Bl:f LOr1T1UN AT STORM PANEL Ik.A000RhALJCf WITH. MINIMUM FOR WA[I5'1WTIi:NO STUCCO. SECRON 1708:8.3 OF FLORIDA BOILDING COD£.ONE LABEL 5HALC BPLACED FOR EVERY OPENING. LABELING TO COMPLY IW78 ' A.3)MWIMUM EMBEDMENT OF 1/'4'0 x 3/4'ALL.POM SOCIO=SET'ANCHORS SHALL BE,7/6?INTO THE POURED CONCRETE. S£C17ON 1709.9,2:OF THE FLORIDA:BWLOINQ CODE No EMBEO.MENr INTO STUCCO SHALL BE PERMITTED.. ((.4T 0"20 S.S:.MACHWE.SCREW USED SH41.,BE 1 1%2",LONG "MINIMUM SHOULD STUCCO EXIST;AND 1'MINIMUMFOR;WALLS'WITH NO'STUCCO. A4)IN USE THAT PRE.AST STONE PRECAST'COIICRL7£PANELS OR'PAYERS,BE FOUND;ON 7NE EXISTING WALL O/r FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE.w,J 4 STRUCTURE BEHIND SUCFI PANELS ANCY.DRACE SHALL BE AS N,3 DRAWING SHALL. ONLY DE USED TO INDICATED ON NOTES A.1)&A2)ABOVE WWW]+A+,+Wh+yrtrniye��a_ ;OBTAIN P£RMLTS!N TFlE STATE OF.fLQRIpA� WA) (B) 70 14p 00 TAPCCNEANCHORS ALOCK S MANUFACTURED BY 1TW BUILDER (REGULAR OR 410 SS) �,44WW�.L���°'\`G'CdI '•�yT //d o CRETE aEX SS4 ANCHORS AS LWJUFACTURED BY ELCO CONSTRUCRON PROPUL:TS 1 ` '•5'' FLORIDA'9.UlLDlVG CODE (HI h Volo I Hurrrccne One 114'0 CF'TAP.-GRIP ANCHORS(BERTHA STUD-CON) AS;MMIUFACTUR£D BY TRU-FAST O7RPOR4rON. " '0:._amu°'1�ty -" A c2017 ntreco aG^ O.OSO. DERTHA ALUA!INUM STORM /ANLL L.C. - 114'p'ZAMAC HAILN ANCHORS AS MIJJUF.4CTURED BY POWER FASTCNERS, WC. LYQ.�y.'f�r g - 1/4'0 x 7/e m_a11&rema.�e 7'ANELU47E'AS VWLFAGTU,4E0 - 2.25".DEEP I ORAxx an:• U1.X-IN ANCNORS,OR ELCO ; - �._ - ) -�1r BY POWER FASTENERS INC.AND ELCO CONSTRUCTION PRODUCTS RESPECTIVELY.. ,.� } �" 07126/.7 !14'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS OISTRBI/TED BY'ALL POINTS$CRF.7S; BOLT&SPECIALTY COMPANY. � � �9�7 qq � EASTERN METAL SUPPLY .pv �iL C 0INCE 426D M'ST'Ri7.475 lM8YE. Q P,. (�`�/,4`` TIwT TL'$nI(G a LVOIKEERI!J4.wMPAxr µL57 PAW Men S7fOs . {°'�^ � "A tusxr..wx5, 6YA6.10i?ANASAA6��t[.x:��se n. 17 :TOU \' :p°• N61A AdisAu n..(ao;m.-�„ PRo •.(sglJsv a�s4 FAr Ls61Js69-476D w ! NAI aA vavT w wuvrR A 7sLIr 4...v.E. . 'RbRYM 7h./44147 an,s-1u : SlRYI 1 tY r9 . C rs ns'(rout.,wrxJ v;YYv'poz¢iYmgb me -� ,� r znay.-..-.. "+ ,z.Onv (07ttMF>von,;---1 ,.soo' ++R➢ncto.rr.sm. f.so0 r90a Y.sao y a , Y ALUMINUM PANEL QDA ALUMINUM HALF PANEL a6d1•`— f—,.�„•_ � I READER ® �V`HFrAIL © ® 3'Alar. U`BUILD OUT sour rn/a'..r• R L--E�-• .0 ip�A�'.�';�:�•a• �.I.))re.n:'. ��,•o��. ' s,ro•w,789I 'y ����' � ���,�._�� �' .11mr��'.�, �.ora•�� s ��' i���-_1���9'�a�-•, �T 114'n,ss�c'0ccnnsiw.°cs�S � � � E ��OT k .�.s. w3r"m7YUrwDii ___-swr•�..., f.cw•-... �F—P.an ...-i �—Sam' 5Q .;j AN6LF B�/fLD OL�T ARdCKET © .F' TRACK �. 1_l/-4`A6 X B. O. Q REYERSEO 'F'..AIJCLF TRACK F' TRACK ANCLr 9 STUDDED ANGLE sair:.s/n'-t .WOW:44'.r ,s.a.o.Auer .scue.�ir-,- mxr:.ye*.r• "f'."..TRAGK sovc:Am,wi• .Y.w•. nlrt� fJA. , \ l r 094- 1/ -IS i6rtD it _ ➢3�j s.ou•0L. - - e ro v u,m»u,s m —r' f i I'M LOCUM T_1 sorry uarays ( I 9W- MR/ WALL 1.751.47.02f DETAIL 1: srva wl oc cisr zwc ANG N7TtI STUD 10 .2 -if MAK, 1 az.. —�, ANGM N41N-STUD -.__ _.__„- _�� xcxE7 viA[a'xac xn + m,rcrm @jW67K7'xl4” LORD WALL hA . $y r r, rmLF� .IJ,S.' aJu• !J. srXC.YrO•.�.r� � _..�• � ..,,o- as TT i E(�A.TI - f _12) r(AR(DA DOLDIHG CODE (High 'Yalocity :!o -une Zana)! .d cxr crm �d (opnom i87 v y c701] NrE00.'Nti BERT1dA ALUMINUMUM S1CF/�?PANEL —�G-1 OPIroR 1 �IJZ/QN 2 _�'Q. 5Q 0 (2.25"DEEP) CRAP 9r; KEY HOLE AT PANEL ST A ER ST�Ri+ Yl�r ' METAL SUPP?Y, a,e L f36'9 r.Esr 1Li7S Q4NF �:`S aSr a7QRIN0 COMPANY . T PIJ t S£RC,(L AM? - ,sw0 ,m (svr)SM-easy ( , -e7a0 100: COMPONENTS n- . .. `• �r,S it H _ ./ff a e.: rauvuar -,ancn uww,ax "c rtb n . � � TOP:TRACr.• (SEE COMPONENTS.SHEWiA dii-lej $$ OA .--- CONCRETE ANCHORS (SEE SCHEDUL'E)'--:�;..—.-:.�.,. 3r� 1 Min. O O .. :.. _ T__ t7.. I}} w SJ F #. .. 1 kl i t 1 I 1EM=i4 1 _.. lLt ."_LlJ w I I I I i r v F � 1-1� -� -^ — -----•--- CONCRETE;ANCHORS (SEE SCHEDULE) ___�F M3ox� � 6+tHflxfscstfli�r X aOTTtlki TRACK' STORM PANEL ;:TYPICAL. ELEVATION Otte COUPOWMM SNE£r'tA:op-la) i -414'Max. GAP t ry 1/4'Alox. CAP yslt� ;,ll sc. j 7YP. / ` , _ t_ 1__ __� �� i�s_ _ FLORIDA BUILDING CODE (Nigh Volcclty HurricaneZone l pNl)n:JFco,ww. C.G3G'8C 7vi.�LL'I11NU/F STCRY 1>ANt _1 omws ay. SEG'TION A-A //r►ppt� � EASTERU METAL SVPPLt-, IrtC J 071=117 a Y/Llti 1E5i &.LNGJNE[R1NG WJfpANY 47W W=r 1101W Raw tom' SCALE: 7f8" 1" €xzsxr ss sk mw.rlrmnss n.1. Rist A,}LFt SF.4H.st.33407 77-1QD °I :-rs n» :EssrJ�Js-Eaat rr{sarJsas-rso fH�0G08T1D. ro:r• rrr nr wr' :s m�e;c,. `;rc 4Rtl{m'G iro Wi1t7FR'A:.)RlG.�.P.C. '.L'D;raa1: m ) '-tLGffit'Lr;jtftbT' .r '. SflFi<7 7 Gf td' 5. A. .. .COIJLYtf7F AfeY'RLWS ( 5fY1C'DGE) \` taNcwt7E ANL7MOA5 COAMW UM (S ani't"l \ ( scKwuE) . ��• �. POURED j 7F W 107111f � REDtNEOEWf Z ...�S C- �dnrE.n.� j ., .. j � WE SC+ ue..FOR _ Z 1fin.fD CC1AS SN f SCE SCHEME'FOR j' .:1' a, �Sir SCAfw fDR I 4-- Wrn.SEP .- ARATION If 70 CLASS i M 7p�G7A.SShM+ J. 5EESLHEOULE ftJR:. .j I �' 11/P o-20 J 4 I. �. {I j: Nn.SEPARATION +A+L75 W/7/B�x. 1 '. i. l J . 1 r0 CUSSI 3/J2'MrNO M&a I j i 3 i 72 0.C I 7/$ x a. w+ i' POr'Jr4• �pWri9N'C! EVERY S C j. 4 2 l /. ac rr -r J/S2: ' �, POUR8 ROURE 1. CO :o / o caNc»ErE ., cont, COETE NCR .. OR CONCWIF %/ j &OC NWAU i;i I OR LONCRE1f ! OR CONCRt7e &t7C1r W4U W <' j REWREO &OCR WAL4 W REOWRfo I RfOU+REO �.45ae 1 .1 W(11?5CONCRC7E'::WCf10RS CONCRETE MJGHMS - :: 000cl rANCN0.. 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