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HomeMy WebLinkAboutPermit 0845 - Mesabi Western Corporation - BuildingThis record contains information which is exempt from public disclosure pursuant to the Washington State Public Records Act, Chapter 42.56 RCW as identified on the Digital Records Exemption Log shown below. Mesabi Western Corp 5920 South 180th Street RECORDS DIGITAL D- ) EXEMPTION LOG THE ABOVE MENTIONED PERMIT FILE INCLUDES THE FOLLOWING REDACTED INFORMATION Page # tode Exemption = 8rlef Explanatory DeSclriptiop �t�tutel ule The Privacy Act of 1974 evinces Congress' intent that social security numbers are a private concern. As such, individuals' social security Personal Information — numbers are redacted to protect those Social Security Numbers individuals' privacy pursuant to 5 U.S.C. sec. 5 U.S.C. sec. 2,3 DR1 Generally — 5 U.S.C. sec. 552(a), and are also exempt from disclosure 552(a); RCW 552(a); RCW under section 42.56.070(1) of the Washington 42.56.070(1) 42.56.070(1) State Public Records Act, which exempts under the PRA records or information exempt or prohibited from disclosure under any other statute. Redactions contain Credit card numbers, debit card numbers, electronic check numbers, credit Personal Information — expiration dates, or bank or other financial RCW DR2 Financial Information — account numbers, which are exempt from 42.56.230(5) RCW 42.56.230(4 5) disclosure pursuant to RCW 42.56.230(5), except when disclosure is expressly required by or governed by other law. ADDRESS 1411 Fourth Avenue Building Seattle, Wa. 98101 PHONE NAME OF BUILDER McCann Construction Company, Inc. STATE LICENSE NO. SALES TAX NO. -178 -12495 ADDRESS 8013 Perimeter Road So. Seattle, Wa. PHONE 762 -2555 INSPECTION RECORD FOOTINGS BUILDING PERMIT VOID IF WORK IS NOT COMMENCED IN 120 DAYS 1/9/76 ESTIMATED VALUE COMPLETED WORK $ 500,000.00 FOUNDATION PERMIT FEE $ 887 FRAMING PLAN CHECK FEE pn $ 576.55 LATE PERMIT FEE $ TOTAL FEE $1 ,463.55 GROUP F -2 TYPE OFSpri kleredoCCUPANCY CONST. III-N DATE ISSUED 5/9/76 ZONE III ZONE CM EXPIRATION DALE FINAL FIRE SPRINKLERS REQUIRED MAX. OCC. LOAD 325 ®Yes II No LOCATION OF WORK / NUMBER & STREET LOT OWNER DESCRIPTION OF WORK: 5920 South 180th Street SUBDIVISION See Attached BLOCK Mesabi Western Corporation CITY 0 TUKWILA BUILDING DEPAR 6230 Southcenter Blvd. Washington 98067 Phone: (206) 242-2177 • Multi- Tenant Warehouse Building with Tenant Facilities for South half of building. (Proj. 295) (Foundation and Floor Slab issued on permit no. 838) THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. PERMIT NUMBER N2 845 I HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINANCES. CALL FOR INSPECTION BEFORE WORK IS CONCEALED OR POURING CONCRETE PHONE 242-2177 FINAL INSPECTION BEFORE OCCUPANCY APPLICANT BY e SUBJECT TO COMPLIANCE WITH THE ORISINANC • OF THEQITY OF TUKWILA AND INFORMATION FILED HER WITH, THIS PERMIT IS G"ANTED. • BUILDING DIRECTOR BY • LOCATION OF WORK / NUMBER & STREET ,r? 2 v � w LOT BLOCK SUBDIVISION OWNER ADDRESS MESABI WESTERN CORPORATION 1411 Fourth Avenue Building, Seattle, WA 98101 NAME OF BUILDER • MCCANN CONSTRUCTION COMPANY, INC. ADDRESS • 8013 Perimeter Road South, Seattle, WA ECEI1VE DEC 0 5 1975 CITY OF TUKWILA DESCRIPTION OF WORK: Name of 'Tenant: Nature of Business: CITY " TUKWILA WILA B iIL INN DEPICIENT 6230 Southcenter Blvd. Tukwila, Washington 98067 Phone: (206) 242 -2177 I APPLICATION FOR BUILDING PERMIT DATE ISSUED EXPIRAIION DAZE p,03 .29 s - PERMIT FEE TOTAL FEE FIRE ZONE PHONE 3 . STATE LICENSE SALES TAX NO.(r l J / PHONE 762 -2555 ESTIMATED VALUE � vv 6 OF t. CO MPLETED WORK $, . .PLAN CHEC FE 1`e�': $ ��e, 4.-( LATE PERMIT FEE THIS PERMIT DOES NOT AUTHORIZE ANY WORK IN PUBLIC RIGHT-OF-WAY OR ON UTILITY EASEMENTS. SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, HEATING, VENTILATING OR AIR CONDITIONING. s/14 3.4 ( TYPE OF Sff {nVertLbCCUPANCY F -div 2 CONST. ILVV GROUP multitenaat USE ZONE CM FIRE SPRINKLERS MAX. REQUIRED QIY.s ❑No OCC. LOAD 325 _ •Tilt - oncrete eat rior walls concrete slab n grade floor. 1 framing R9 Giu - ilu� be, ,.'on Glu -lam olumna w/ W lumber purl no and Berkley pa 1 roof deck. Ctla .tti e .7 . Ojai-7141W 74.0) A ?..4 r ` Y / HEREBY CERTIFY THAT NO WORK IS TO BE DONE EXCEPT AS DESCRIBED ABOVE AND IN APPROVED PLANS AND SPECIFICATIONS AND THAT ALL WORK IS TO CONFORM TO TUKWILA CODES AND ORDINAN ES. APPLICANT Mr. Barney Ruppert Building Department City of. Tukwila 2 . Please.. include "these comments 'mentioned °p:roject. FIRE DEPARTMENT CITY of TUKWILA 444 ANDOVER PARK EAST TUKWILA, WASHINGTON 98188 TELEPHONE: (2061 244-7221 Fire Prevention Bureau December 10, 1975 Re:. McCann Bldg. 295 Dear Barney: In reviewing the above mentioned project plans, please note the following items: 1. All sprinkler drawings shall be prepared by, companies licensed to perform this type of work. Drawings shall first be approved by the Washington Survey &.Rating Bureau, then by the Tukwila Fire Dept. No work shall commence without approved drawings. Hose stations are required per City Ordinance #730.. Fire extinguisher type, quantity and placement shall be per,NFPA #10. in your review of the above Yours very truly, JH:vma James A:' Hoel cc:TFD file Fire Marshal ANCHORAGE HOUSTON ATLANTA LOS ANGELES OE/ HESSAA NEW ORLEANS BILLING'S NEW YORK BOCA RATOII PHOENIX 0051011 PORTLAND CHICAGO SALT LAKE CITY CINCINNATI SAN FRANCISCO CRANFORD SANTA BARBARA DENVER SEATTLE FAIRBANKS SYRACUSE HONOLULU WASHINGTON, D. C• WHITE PLAINS McCann Construction Company, Inc. 8013 Perimeter Road South • Boeing Field Seattle, Washington 98108 Attention: Mr. Lowell Gordon Gentlemen: ®A IM E S & a+C9 Int CONSULTANTS IN THE ENVIRONMENTAL AND APPLIED EARTH SCIENCES Engineering Services During Earthwork Site 295 Tukwila, Washington, for McCann Construction Company, Inc. BEIRUT MELOOUR NE CALGARY PERTH JAKARTA SINGAPORE JOHANNESBURG SYDNEY LAGOS TEHRAN LONDON TOKYO MADRID TORONTO VANCOUVER, 13. C. SUITE 500,NORTHGATE EXECUTIVE CENTER • 155 N. E,I00T.N STREET • SEATTLE, WASHINGTON 96125 • 1206) 523-0560 CABLE: DAMEMORE TWX: 910 -444 -2021 December 18, 1975 cin e Wm 4 018 to euitaitto oEpr. This report summarizes the results of our engineering services during fill placement at the Project 295 site, located on the north side of 180th Street, roughly 600 feet west of Andover Park West in Tukwila, Washington. The work consisted of placing a structural fill pad some 3 to 4 feet thick to support floor slab and interior footings for a proposed warehouse. Our observations and tests were performed during the period of November 19, 1975 to December 15, 1975 during which the fill was being placed. The fill, composed of material from several borrow pits, consists of granular material having variable gradations of coarse sand and gravel -size particles. The material was placed in thin lifts and compacted by multiple passes of a large vibrating roller. Density tests taken at random locations in the building pad fill indicate compaction of at least 95 percent of the maximum density determined by the AASHO Compaction Test Procedure T -180, except in the initial lift of coarse sand and gravel fill where densities of 92 or greater were found. This lower density in the initial lift is considered acceptable. Occasional areas in the upper fill in which tests indicated compaction less than 95 percent were either recompacted or removed and replaced with new material. Acceptance of these areas was based on additional testing and /or visual inspection. Daily inspection reports are available in our files should they be needed. McCann Construction Company, Inc. December 18, 1975 Page 2 Our observations and tests indicate that the structural fill pad will be suitable for the support of interior footings and floor slabs designed and constructed in accordance with recommendations given in our letter dated November 18,:1975. JKT : WJM: WJG: fm 3 Copies Submitted 8886- 032 -05 Yours very truly, DAMES & MOORE By 0. r.k � ( 1 u' ,le, Jack K. Tuttle Partner LEGAL DESCRIPTION DESCRIPTION: • The west 250 feet .measured at . right anc;.1 n� - to west .line of the t')1. c)wincy..:; described property. That portion of the northwest :.qua.rter„ c4 wi s - Bast ;1'uartez; of .Sec�tinn 15, c , �, , � Township 23 north, Range 4 east,. �'.i9. , in '�:s. lc; ntv, Washington, de.:;c.r bad as follows. ' Beginning at the northeast corner of the northwest quarter of the northeasC quarter of said Section 35; . thence south 01 °51'39" west along the east line of said northwest quarter cil: the northeast quarter a distance of'1003.74 feet; thence north 87°55'02" west a distance of 30.00 feet to the west margin of Andover Park West and true point o; beginning; thence continuing north 87'55'02" west a .d'istance.. . of 270.00 feet; thence north 01 °51'39" east a distance of 272.50 feet; thence north 87 °55'02" west a distance oE feet;thence south,01. "51'.39" west a distance of 553.89 feet to a line 36 feet north of the centerline of south 180th Street; thence .south 87 °50'09" east alone said line.a' distance of 685.17 feet; thence along a curve to the Left, the center of which bears west 27 °26'23" west having a radius of 50.00 Eeet, an arc di.stance 52:97 feet through a central angle of 60 °41'58" to the west margin. of Andover Park. West; thence north O1 °51'39" east along said west margin a distance of . .^ 238.66 feet to the true point of beginning. TOGETHER WITH a nonexclusive easement for ingress and ectress over and across:. a' s trip of land 50 feet in width described as follows: Beginning at the southwest corner of that certain tract of land. conveyed to 136 Corporation by deed recorded under Recording No. 711110 -0109; thence north 87 °55'02" west a distance of 660.70 feet; thence south 01°51'39" west parallel to Andover Park West: a distance of 50.00 .feet :' thence south 87°55'02" east a distance of 9t.70 feet to the wes:: margin of Andover Park West; thence north 01°51 east along said west: :'.art;in a distance of 50.00 feet to the southeast cc,znor of said 'tract c:,f land conveyed by Recording No. 711110 - 0109; thenc* north 87°55'02" we.,!.. along ' the south line of said tract of land a distance of 270.00 feet' ;_c.. ':he point of beginning. Situate in the City of Tukwila, County of Ding, State of rIa.shington. • � B. RICHAL SMITH & ASSOCIATES CONSULTING ENGINEERS December 18, 1975 City, of Tukwila . • Department of Public Works 6230 Southcenter Boulevard Tukwila, WA 98067 Attention: Bernard Ruppert Re: Plan Review No. 75 -S -16 Gentlemen: Building Director B. Richal Smith, P.E. Structural Engineer We have received the structural portions;of the project'295 and have reviewed it for compliance with chapters 23 through 29 of the Uniform Building Code .Here are our comments: Please call if you have any questions. Sincerely, B. RICHAL SMITH GARY M. SWENSON 602 COLMAN BUILDING SEATTLE. WASHINGTON 98104 Tasarsoxa (206) 024.8150 RECEIVED cnv OF TVKWI.A DEC 29 1975 04iNANG VEPT. 1. Provide column tie spacing per U.B.C. Section (m)2607(3). 2. North -South bearing walls are over'.height'per U.B.C. Section 2614(d). crer oF ruxirtA tanutic tif.Pkuriiixr . 'APPkOVED ne cownocrn suitia re. ;) PI ' • '," tiSeldifE iikeicig.: .. . iikrai.str.- , -' ...., -2. O ,,,.::,, .. '.-.. i4r. a. 44:, NA* /.9‘'f 1:110).1p:.r.70•RK§ . ,..,,,, Boli*p.:' :i;;i' Fol;tr OF ;to 410/.0 BIENNEEM immeeitmekatite" c.% ;gam'. frogm.....6. —4-- MEMEEMEREMI ttytC:ft .015 i'KT. 4 - :Ft . • . "TZ 4,T 4 sa -1 tit 117t C.i 0 P.3 .3 Ufa Aft". re— 5e....111414 c.4.4e 74 t 1.4 - . r ■Totr-M- FILE COPYti 1 undonto flat ftr'S PP.:..... approvals aro , skied' to CtlCli and omissions ar.d cpprovo:, p!cas eOZZ CJ %Oita tho'vtokolca.of coy ,. ocIpt4d ood: ordtflass. gopt..Ipt of couradoe copy of ‘p. ro'.o, APPROVED Dc 1s SkIEST 'rb e rh.y st 250 feet measured at Sight angler. to.,;.he west 1 ,zne .JU _ That portion of the northwont searter of r;li s., ia quarteg: cf :lest:ion" _ TOW11611P 23 north. Rang,. 4 east. • 3• • ii■ :".trishington, eginning, at the northeast corner of tho . northwest guarter of the 'noyfhossr' tence. li 0 ,sout1°51 e '39" west eitros thn east lino of said' northWeat gua:re h ir the northeast quarter :a distance, of 1003.74 feet; thence north 7'f2" west a:distance ef 30:00..f eet to the .wostrtargin,of Ainiover ?ad true. Point of beginning:, thence contir.uing,tivarth 87;55'02' Gist a .diataP of 27,0.00 feat; t.hince :forth 01°51'37, east a distanee'or thence north 87•55 wait, a dist,ance of 440.70 feet:thence west a •iseance of 55380 feet ter a line 36: feet north of the centig)ino south . 180th Street; ,thence' south 87'50'09" oast along sal& ties di-sit:O=1c fceE; thence 'along a tia the' 1ft, t ho center -of - whiati , 27°20' west having a , radius of 50.00. feet, an4• .diStan.!..4 fir 4 through a central -ingle Of '60`14.1 to the' Wt esrs'iri .andovir Wet; thence. north 01.51'39" east along said went margin a distance of 238.66 feet to the ,true point of "bestiming:. , .„, ',.....TOCETHER.,g7TH a' rionexcl■IS i ssiortent for 1rjreO • and ' ca- over .i!. .a sir:v land 50 feet in width described s 01 letisi. inset inning at the'seuthwSst •Cbraer of that certain tract' of..lied• Coro4trie6 ' Corpora t Jeri by deed :17 ecoreel: 'undrir thOnci north .67 • sv 027. west a d istanCe 0E:: 060 70 feet ;Chelien. 611(0 west parallel to' Park Wait a disice.of ..'"theriCe south 0' eas t a dist taneo of "-'930.76 feet to "ther.we.t.t. ofAndove Park West; •theace. north ' east „u distance of Sc,.,do feet to the tio3theast.' corner of a6 .et of land, conveyed by.' No. 711'110r 0709; .thenee nor :P... 875. 'line of said' tract of land a distapse of .270:00 fct4 thoj'proilitt4;,/ n),,or:.bagfrilng. . • 1- .P5.itUate 'in the' City of Toilet la', County e3f tog; Stat 0 of Ntiofttni...!: ".. 'f ••": ' • "' • ' I. ..Pedex shaU .coartlisats",.with:'hit.t;,ntibs bhuer;4 (sat eaCSAY op 1. att's reqttired for `ftieOhnnictil and e!ct 2. Chess/di-all Sight angi tor nertt3; on iip.oed,,norterite J wal7S reSetel. atintt "each other.;:f , ; .3: ter.trietcsii. snail verify a3,1 butidng Siid; ba" rc-nsb or '.tie Set ifi ;n4 as iN ',... n11 work; See irteehaniaeX, r'nn iii ! , , Cinic-,'i OtIZ191!!W '1.i-C- ( nct in /-etifr 4e" : 7. Al!' Sodi,part iOris ftdied 'scacea shall firrol,sti • irtnnt SO nni,, ienai.'r'r.ft."-, tra!iht&itfferiS ;etc Cat kS0:4 0. 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Ir:►Tlsitlas aeL� :'D!LL NT' -To BS...�- t�'FFRGM FING FL.. M :.. is6: fpal�l = FJK KL. ' t71C' fly,: W'A:4 �Ol' JTAtL 2� PP..IfAZ�1f3, +1i t -IC O''S7AR4?s2 C $' 'P�C(N :SiC f,16i• ^ *'i'X;F1Cpis(±JCL.. a..-i4S AH41, TFltg +4. PdFi °7t+1.L,*3` i9 iZ14LR4 • a • • tS 2..'6 X Gif}.ei b r.f(pt✓� =_ 4aR(o�p." T > Wrriues2 rmis �+crxM+ r rie - "ac kJ�! C ! O a'- -,07 i lb.-4 . MAIL. 12 G',' }'i 5 -4 3 :G'' .5C 5114 'r te rdiGV L �. .) 66.4.+ Pi r41 i rai V &RIOAORG. GOI�! C 3XNA W /&O° ' A :LS C Cc : c.".C. STA4GEPLED DRIVE. F• L. DEPTH ^f= FFZAMIN& •L — C:R r L)JA?HRA611 'JAILING ht{7 ?6 •e.t .1LGG+r1 ? L`(WGC)7 pf1NEL- i' at LIRLI( ��' ?q IS 5i +'' . > ' NIA � a 8 -V 5t X15 0(3 1 2 1 18 ?URLNS "C:23�A" ? : Oi- E Lo r, LSE SiMPSQN Sill& - ICS 1✓CJ :4X !CP' GOR 5K'XI5' CiL PURL; .4 WALL- 1M q5 °F,Ca?LJRE0 hT 5W. ter 115E G 3K 18 G WALL. oNLY w I. CyL U LAM IlaCx� G0N1 Wt L3CDL.TS , - SiMFSON - : ETA PIJRL -N aT Ai c) `Z.'¢'q' L Gir'ifER - 9E:E FLAN 2x4 W.J,5 4 2 OIR EQ. . . awn C AR IO ... iii YV ')p 1 . - raEE: t 1 CTTE. 5 ON.( : _ PuILI J . 4-1AW4R ON .5 EXCEPT RISE 141-15 5 X IS )06 CI PLIVV ROOF "PANEL SEE SCHEDULE £¢ PI AN FOR LA(C)UT 3 'OETAJLS E...)(11 - VERT. RFC' ,a FULL (-15IGH T i2 • PANEL -r.f • FA S, DE i 45 - GhV 1 • 3 X IJAILER N 1 T,aa !JAIL DE' FkA)14c:'f ,JG MAIL;I SSE : - iL- c - T X4 @21' "OG ,vI r„- IMPSCDN 4.24 4--1ANdrEP, 0 OR, :c SEGII ION XNALER. 2-V M.3.� . . . - - , , X 4 8 K O -IG ` 2 5 x =0 "� �'� ) T ,A #S ' ,: ! , 4 T!tc.D 2 3 I>D.c �- _ .e' J 2.- 3� ' ;-1 e c+ • I Ul YZ .. ✓ : .5!) 2 3 — 40 M :rte. - G7 JD � C 6 U _n 5F- h:'F r ' VV CONCRE_tE CONSTRUCTION SHA BE SUPER /ISED-$Y AOUA IFIED INSPFCT +OI A.,FNCY CONCRETE SNAIL ATTAIN 28 DAY STRENCTNS AS WS: PRECAS?CONCRETE f 3 G00:P5 THE tJ.1X SHA ++ FOLLO CONTAIN NOT LE:is.THAN 57, SACKS OF CEMENT PER CUBIC YARD AND NOT 'MORE TtiAN 6i AITONS V /ATER PER SACK OF. CE !.'ENT, ' AL: OTHER CONCRETE, Pe -a _` GC PS.. t THt l.11X SHALLTCONTAIN NOT 'LESS THAN4 SACKS'CEMEN T PER CUBICYARD AND. NOT MORE TV,} _iONS WATER PER SAC. `OF CEMENT, V REINFO 7 RC G `��STEE SAA'_ CONFORM 7.0 ASTM :A615 -72 "GRADE 60, EXCEPT:` ?:' BARS AND A L. BARS TO BE BENT IN FIELD - SHALL,BE ("RA DE 40, — MESH SA L CONFORM - TO ASTM`A185. PROVIDE CORNER BARS AT A _ WALL AND FOOTING INTERSECTIONS 'TO MATCH HORIZONTA, REINFORCEMEN(_ .` AP ALL - CONTINUOUS - REINFORCEMENT 36 BAR DIAMETERS OR V-0 MINIMUM. ALL HOOKS AND BENDS OF REINFORCIN(r -SARI SHALL CONFORM TC.AC1 318 -71' UNLESS SHOWN OTHERWISE ON PLANS. ALL WELDING SHALL BE DONE BY A`NS CERT I E ED V EIDERS, EMBEDMENT OF REINFORCING; STEEL SHALL BE AS FOLLOWS: UNFORMED SURFACES AciAINST.EARTH .......... 3" CLEAR FORMED SURFACES AGAINS"i EAPTH 2" CLEAR SURFACES- EXPOSD TO V /EATHER, BEAMS OR COLUMNS , , 1 }" CLEAR. PRECAST PANE .S, UN:.ESS NOTED OTHERWISE .... CENTEREL STRUCTURAL STEE.., INCLUDING PLATES4ND,ROLLED SHAPES, SHALL CONFORM TO ASTM A36, STEEL PIPE SHALL CONFORM TO ASTM A53 GRADE B. BO(TS SHAT` CONFORM TO ASTM A307, PRECAST CONCRETE MEMBERS' SHALL BE'ADEOL,ATELY BRACED UNTIL ALL, FINAL. CONNECTIONS HAVE BEEN COMPLETED, CONNECTIONS, INSERTS AND RE'NFORCEMENT- SHOF /N ARE FOP SERVICE LOADS ONLY. CONTRACTOR SHAL'.''PRO'✓IDE ANY' EXYRA REINFORCEMENT, INSERTS, ..1 FT!NG'DEVICES ETC. REQUIRED FOR HANDLING AND ERECTION. LL BE FABRICATED IN CONFORM- 25-10 AND,25-11 . EACH 'MEMBER TION;MARK ANDSHALL'BE IFICATE OF'CONFORMANCE , COMB11-AT1014 2- F " ;:`FS 2,, 00 RAWLNGS PRIOR TO FABRICATION. • FRAMING LUMBER SHALL CONFORM TO WCLIB GRADING AND DRESSING RULEE 1 16 AS FOLLOWS: ROOF PUR INS DOUGLAS FIR NO. 1 (fb 1;"500 PSI) BERKELEY JOISTS: 2 x 4 DOUGLAS FIR NO. 1 (fb: 1,750 PSI) 2 x DOUGLAS .FIR NO. .1 (F y n 1 500 PSI) ROOT PANE P YHOODSHALL BE 528" C • C (5 LAMINATIONS' OR STRUCTGR'AL 1 (5:L•AMINAi'IONS) UBC STANU4R0 NO. 25 -9, (PANE!,.( D, :INDEX 32/16). FOOTINGS SHAI:• BEEAR'ON S OLID EARTH AT LEAST 118 ", BELOW . -, LOWEST' ADJACENT GRADE, UNLESS SHOWN OTHERWISE. GLUED .LAMINATED MEMBERS' -SHA ANCE WITH UBC STANDARDS NO. 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