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7245 SW DURHAM ROAD STE 500 ADDRESS: i:Vecords\microflm\targets\building.doc -CI1Y OF TIGARD PERMIT #. . . . .PA. :SUF".)i--' V+'-SVS ICOIAUNITf DEVELOPMENT DEPARTMENT DATE'. I Sy.Cb r 01 /24/94 ,3125 S!N Noll Blvd.Tigard.Oropon 97223.8199 (503)939-4171 PARCEL.a P S 1 1:3AC—00l 6 9 :IIT-. ADDREGS. . . I 0724°5 SW DURHAM RD 0S. SON SUBDXVIr,ION. . . . : COUNCIL VIEW ACRES #2 & 1 ZONINGS l-P . . . . . . . a LOT. . . . . . . . . . . . . 124 ------------------------------- CL.ASS Of' WORK. s ALT TYPE OF USF. . ICOM OCCUPANCY GRP- %B2 OCCUPANCY L.OPD a 134 'TENANT NAME. . . in--A--P SUPPLY CORP. Remarks ; Tenon', dba .Johnstone Scipply. Inst. rack storage, Adel to sprinkler yst pm. Owner,: JOHNS tONE': SUPPLY.. 7245 SW DURHAM ROAD T I GARD OR 972224 Phone #I Contractors DELTA rinE, INC t4795 SW 72ND AVENUE TIGARD OR 97224 Phone 0i C•211-•4020 RP-61 #. . : 64174 Oc.cirpancy of the above referenced building iL Hereby given, and certifies the cor'hpl. iarlce with the Rtate Of Oregon Gre-cialty Codes for the group, or.:c_upnncy, and use under, which the referenced p r^mit yas issued. FIRE DEPARTMENT T � I NO I p FC'tCIR �+�-- POST IN CONSPICUOUS PLACE I I EMOT2Qit NOT► H ,�/ ..,✓ J city of Tigard B�uildinq lispart=cent 1312S 611 Hall Blvd. Tigard, Oregon 97223 Inspection LIA (Ru/c O-Phone)t 639-4175 Busi eon Phon 63 41 Inspectiont /_�C- Footing Plbg. Underslab Mech Rough-in Appr/Sdwlk Found. Plbg. Top Outa• Line F1NALt Post/Beau Struct. San. Bower Framing Post/Beam Mach. Rain Drain Insulation ` �-Plumb. Plbg. Underfloor Nater Line gyp. Rd. -Hoch. / 7 Date Requestedt_ �y „Timai AN PM Addreset_ Builder: THR FOLLOMINg OORRocTIoi1s ARE RZQUIREDt Inspector: —_.i._APPROVRD _ DIBAPPROVRD ,_ PPPROVED SUBJECT TO ABOVS _`Call For Reinsp. SIGN PERMIT PSRMIT #: SGN93-0003 DATE ISSUED. . . . : 01/19/93 EXPIRATIOTI DATE: PARCEL.. . . . . . .. : 2S113AC-00100 ZONE. . . . .. .. . . . . I-P BUST.NESS NAKE. . : „OHNSTG.19 SUPPLY SIGN LOCATION. . : 17''45 SW DURHAM RD APPLICANT/AGER"i C BREIDENHACH BUSINESS TAX NO: =-s---ass-wars-ares.-----s-=-------=------------- -ss-mvasssass-sa-------axas-z-szarcmix SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIAeNSIONG. . . . . . : 3' X 3' TOTAL SIGN ARBA. . . . . .: 9 eq.ft-. WALL AREA. . ... . . . .. . .: 2000 sq.ft. WALL FACE (DIRECTION) : S SIGN HEIGHT. . . . . . . . . . . 20 ft. PROJECTION FROM WALL. : 2 in. ILLUMINATION. . .. . . . . . : NON DESCRIPTION OF SIGN: 1 lMANENT WALL SIGN. 3' X 3' g 9 SQ.FT MATERIALS. . . . . . . . . . . . . PLEX, FOr`,M EXISTING SIGNS. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT PEQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PERMIT FEE: $ 10.00 APPROVED BY: DATE: 01/19/93 Pernit No. CITY OF TIGARD SIC 14 Ph- MTr APPLTCATION Itx� applicant hereby applies, for a permit for the work imitated or as show, in the ac0cj%3anyirrl plans and specif icati.ons- SIGN LOCATION AECL2ESS: 7245 SW Durham Road W 7XX ING: _ NAME OF SUSIIKESS: Johnstone Supply _ C.nreidenbach Signs In Depth,InE: 503 635 3390 APPLICANT/AG'LNT: MtWANY_ _-- 'IIre City o1 Tigard iupcsfs all a.ru'aral Business Tax which -,uj--t be kept current on all persons doing b.r_siness in the City Do you presenL-ly have a current business tax? i YES X ) NO ( ) Licrose— JrC i�Metro # 1946 OCB # 66735 PROPaSFD STGIv: (Check as marry as apply) Fees PERE'EANENT ( x) FRLMS-TAMENG ( ) FRM4AY ( ) o -14 s q. r t.s 1 o TEMBJRARY ( ) WAIZ. (x ) FLE CER(AVIC ( )24-100 S q.F t. $25 CMR ) B"IUBOARE? ( ) E3ALiJJO[d ( ) 100 + - f 3 S 7 SIGN DD4FMICxiS.: ' High X wide IsQ, ft. EXPIT-4MON DAIT: IMIAL SIGN AREA (Sq- Ft.) = 61O 01b _ -- �-MLL AREA (Sc.I- rt-) : ^__ ____ - Fees "� FULL kACE s_LDireL-Li.on L _ LLE IGIC (1--t) — -- 0-10 S q. f PEKUDCTION FRCM WALL: I7I1_MINATIOt4: YES ( ) NO ( X) TYPE: MiSecl I.-LtCrs DOPY: MATF?2IALS: ,. n1 Px Far-F+ S}�•rnFn�__._"_� —_ — EXISTING SIGNS: AU4 NLSMTIW EXCEMON: N/A ( ) APPROVED ( ) H(X4 MLJC3E . AREA ( ) E1EI( ( ) &NNNW_DEPAR7MENr —�— A11 sign permits mist be acxxxgw_i.ed by a sca-le —PpxmitrFeer" _ drawing arra plot plan_ If wwed tk authorized under E2eUe- ipt�Nv ,5 ' a sign permit Jos not: beerylet�ed within nu�ely Aproved By: — days after the iso mnoe of the permit, the permit Date:_0! shall Eewcrn null and wid. ET-J=rQLL PUMIT I C3RITFY I IAT I AM 111E RDC7M- ED atffR OF 711E REUJIRED: YES ( ) NO D(\ PROPERLY OR AN AGENT AUMORIZED BY T10: OWNE_'R_ BUILDING PDT aT _ -- --- C. _Brei,enba.ch_ REWIRED: YF-'S ( ) N<) { Appl.ic ant's' Si��Uire Signs In dri,Inc- 17150 SW Pilkingtan,Iake Oswego,Or.97035 (503)635 3- cP11?,!`.yn--Ir �?10-- G I 'b I N■n �1'�I N H w xi x tine, C, v) �, � W c OL UO W ;3 � c° I rD / � O r0 N� 4D� ! V '71 � G ` d .N m I Q�CtiJt.L � A�AC7ZZ��- bll ❑ Ic x nN cccn - c cc. 0 �O ,r, 0 Ln M in � r � V D O O in N tn CL1 r ❑ x MMS Nae N cD LO W P+ O r V p U4 C7 bD - 3r 4?.cn cn .• V a cdZ � a �� v ❑ O _ -- -- ---- ---- - ---- C> Cd i`+ i`+ — ---- -- --- uo � z �' � � n u d�� d --�_ �-_ ---- iM LUt4P BOOK fifty PU W ~ J ow— I �N A N N N 2 W 0a A Q�w coo � amv Va �/ 14 16- V) rIn r. N F N I�p�lll U 7 x m o L-if I ucon. ago .. o IJ sme mcm "au ►, aUu H a 0 a � n ' f.. 40 CITY OF 'rIGARD RECEIPT OF' r-,AYMF,.NT RECF IPT NO. %43-235291, CNE GI-( AMOUNT : 45. 00 NAME s SIGNS 114-IDE PTH fNU'-. CASH AMOUNr 0. LAO ADDRESS s 17150 SW PILKINSTON ROAD VlAYME"N'T VAI E::: 01/06/93 SU13r)I V I S I ON LAKE nc,3WEGO, ORF:FON 97035-- PURPOSE OF PAYMENT AMOLIWf K-AID PURPI(-.'c;L-' OF PAYMENT Ah'OUN I V'A I D 53 61TFi- -RMIT I' SON 93-01 25. 00 SIGF-+' N RMIT I" SGN 93—0e 10. 00 — ")I(-.IN PERMT.T F: ,GN 93--03 10. 1210 PF-44MAWNT ATLI-SOARD FREE-WAY SIGN. lf)(Al. L)MOUNT PAID 45. 00 SIGN PERMIT PERMIT #: SGN93-0001 DATE ISSUED. . .. : 01/19/93 EXPIRATION DATE: 03//'/ 93 PARCEL. . . . ... . . : 2S113AC-00100 ZONE. . .. .. . . . .. : I-P BUSINESS NAME. . : JOHNSTONE SUPPLY SIGN LOCATION. . , 07245 SW DuHjv,;t RD APPLICANT/AG'ZN`T- C BREIDENBACH BUSINESS TAX NO: aasaaaaaaaaassnarx zrss=�esaaxaaas xavnes xm�taaaz:_mr..samsaaexxma assess=exasam aa.ax-ass SIGN: PERMANENT (X) FREESTANDING ( ) FREEWAY ( ) TEMPORARY ( ) WALL (X) ELECTRONIC ( ) OTHER ( ) BILLBOARD ( ) BALLOON ( ) SIGN DIMENSIONS. ... . .: 2' X 28' TOTAL SIGN AREA. . . . ..: 56 sq.ft. WALL AREA. . . . . .. .. . . . . 2000 sq.ft. WELL FACE 111TRECTION): W SIGNHEIGHT. . . . . . . . . . . 20 ft. PROJECTION FROM 11RI.L. : 2 in. ILLUMINATION... . . . . . . : NON DESCRIPTION OF SIGN: PERMANENT WALL SIGN. 2' X 2.8' 56 SQ.FT MATERIALS. . . . . . . . . . . . : PLEX/FOAM EXISTING SIGNS.. . . . . . . : 0 ELECTRICAL PERMIT REQUIRED: NO BUILDING PERMIT REQUIRED. . : NO ADMINISTRATIVE EXCEPTIONS. : N/A PEtRMIT FEE: $ 25.00 APPROVED BY: DATE: 01/19/93 Pe_ snit No. CITY OF TIGARD SIGN PEI3yQT APPLICATION Ttie applicant hereby applies for a permit for the work iWicat;ed or as shown in the acxxr �rrying plan and specificatiolts. SIGN I.IY=(W ADDRESS. 7245 5W Durham Road _ 7ANII3G: _� P — NAME 0,- BUSINESS: Johnstc.::e Supply____._ __ APPLICANT/AGS. C.Breidenbach - 03MPANySigns In Depth,InE: 503 635 3390 The City of Tigard imposes art annual Business 'ltv: which ntLst be kept current on al l pei-:sorzs doing business in the City- Do you presently have a current busitk-�ss tax? YES ( X ) NO ( ) License � — Metro # 1946 OCB # 65735 PROPOSED SIGN: (Check as many as apply) reel PED-dQNENT ( X) FREES�1141G ( ) FREEWiY ( ) 0 -'14 S q. r t.$1 n.0 n TEMI� ( ) WAIL (X ) Elk-' 1RDNTC ( )24-100 sq.rt. W-00 (MIER ( ) BILLBOARD ( ) BALM-W ( ) 100 + - $3i.00 SIGN DIM NSIONS:2.' High X 2N' wide = 56 sq, ft. EXPIRATION DATE. 'IUTAL _SIGN AREA (Sq. Ft.) : — fie VV LL AREA (.Sq- Ft-) : 21 f'O Q_ ___ Fees FIAIL T-AC17 S_ D ixect iorL, West IIEIc� (Ft) 3WEII-I T ZIIr------ _ ( ) 0-10 S q. r t. E'I247DC'1<I0N FROM VTkM: -- r-Tarr ON: YES ( ) NO ( X) TILPE: Ilamletters COPY: Johnstone Supply -------- ..___ —�� MATFRIA_LS: P1 nu FanP-$tuvofoa�m__--_ -_----- — EXIM7NG SICWS: _—_0- AU411,11S'tATIVE EXC'ETfiION: N/A APPPO D ( ) HOW M"I. I AREA HErQTT PLANNING DEPAIaMENT All sign permits must be acocu rani-ed by a scale Permit F-ee:*&^ drawing and plot pLan_ If work authorized under Receipt No:: -" 3S,,t-� a sign permit has rx7t been ooa>pleted within ninety rvvecl L3�: VA- days days after the i ssuanoe of the permit, the p xmit Date:_0/ 6 - 9 3_ shal.1 beoome null and void. EL r_T ICAL PM11IT I CERTIFY TJJAT 1 AM T[rE RB37RDFD OWER OF 'THE REQUIRED: YES ( ) NO (� PROPERTY OR AN AGFNC AU111ORIZED BY ME OWNUI. BULWING PM11T _ &"4(A�k—--- ---C. F3reidenba_ch `2WIII2ED: YES ( ) NO ( Applicant's Sigr>aburc� Signs In dEpth,Inc. 17150 SWP' ,D :e 0swe-go,0r.97035 (503)635 3390 c�/[;T.IiPII�II k3dress Telen?io:r 1J:\4IJ2D\OO!-7:V\ C lLr a � � U) � e� r— a cGC r N ® u N i 00 � wI C V C 2 ,.,. A c � Or^ i � h u cod c N a Iry .N � I PP N •".� N U1I.Gi U CV Q ICG J3 J �� y _0 Nov, ac x 3 ~ i Ln M f— Ocr LO ed J ccq C7 p I/ G yNon Q1 N � H 01 1 1 N Q L. - on 4.. Qwa m �A3y�S Ua �� go v V- vr+ !n ON.�,� J O N Cl) O N U aHtiA °' wU i W IOWA OOOWS f[My AO L Cl) J o � oma— ` ��cy L 1 '9 5oEna x Q ui acou 1 ' � I au cn rJ •.a zNliA In mdI CChX �� \ Ui �j4k OCGQ Id f VOW 11 LLaH QQW r. ... nn viMan ea • CITYF T' �� BUIL .JIBPERMIT # . PERMIT CITYOFTWA� COMMUNITY DEVELOPMENT DEPARVWhV I DA i E I SSUt~D s 12/22/9L 13125&W FMO Bwa P.O.Bac 23307,TOW,Om9m x7223(503)e%30417s I'"l ='4!i <;W llLIRHAh1 RD #!A--L�—� c `_�' j:EL" ��i3 1.iCaf —11j�L1J711 SULADIVISiTSN. . . . : COUNCIL VIEW ACRES #2 & 1 ZONING: I-P BLOCK. . . . . . . . . . : LOT. . . . . . . . .. . . . . :L4 -------------- ---------------------------- RE I SSUE- -•_----------- -----•----------------------REISSUE: F+-GOR AREAS--------- - EXTERIOR WALL CONSTRUCTION- CL.ASS OF' WORK. s AL-F FIRST. — :22096 s•F Ns S: E L W: TYPE OF USE. . . :COhI SECOND. . . :4404 sf PROTECT' OPE:NINSS?-___---_....... TYPE OF CONST. .-3N THIRD. . . . : s f Ns S: E2 Wo OCCUPANCY GRP. :B2 T07AL------•-: 26500 s f ROOF CONST:B FIRE RET? :Y OCCUPANCY LOAD s 134 BASEMENT. : s f AREA SEP. RATED s ST0R. :2 HT. :26 ft GARAGE. . . : s f OCCU SEP. RATED: BSMT?s N MF_Z Z?s N RFQD SETBACKS---------- FLOOR ETBACKS------ _-_FLOOR L_OAD. . . . : 125 ps f LEFT: ft RGHT a f i; FIR SPKL:Y SMOK DET. . a N DWELLING UNITSs FRNTa ft REAR: ft FIR ALRM:N HNDICP ACCsY BEDRMS: PATHS: IMF' SURFACE: PRO CORR:N PARKING: VALUE. $: 15485 Remarks: Tenant dba Johnstone Supply. Inst. rack storage, acid to sprinkler syst In. Ovmera __.______.___-__.______..________....___.-----------__.__---.____._- FEES JOHNSTONE SUPPLY type amount by date recpt 7245 SW DURHAM ROAD PRMT $ 116. 50 JF 12/22/92 92-'"2'34 PLCK $ '75. 73 JI-H 12/04/92 92--234360 FIGARD OR 97224 5PCT `b 5. 8::3 JF 12/22/92 92-234 Phone #s Contractors DELTA FIRE, INC j 14795 SW 72ND AVENUE T I GARD OR 97224 Phone #: 620-4020 f '98. VIE+ TOTAL Rey #. . : 64174 ` --- -- - RE UU I RED INSPECTIONS ------•- This permit is issued subject to the rr.yulations contained in the Foot/Found inspp Tigard Municipal Code, State of Ore. Soec;alt) Codes and all other St ruc Steel I n s;p _�— applicabie !aws. All work will he done in accordance with Framin'i lnsp approved plans. This permit will expire if work is not started Final I n s fwect i on within 188 days o, issuance, or if work is suspended for more than 180 days. Permittee S i g n a t"_i r e e Issued B y : Casll for inspection - 639--4175 G CITY OF T I GARD — RECEIPT OF PAYMENT RECEIPT NO, 02—a34894 —a34894 CHE(X AMOUNT i 0. 00 1,1'AME a JOHNSTONE SUPPLY CAL'a AMOUNT : 1.0. 00 ODUf2E'f3S t 7245 SW DURHAM ROAD PAYMENT (LATE 0 12/22/92 T I GARD, OR SU60I V I S I ON z 97P23— PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF PAYMENT AMOUNT PAID SUILDINO PERM BLIP92—•0350 --- 116. 50 ST. BUILD PER —Y �_ _. _....._..... A:3 7.�435 SW DURHAM ROAD f(J-f AL AMO[jNT r,lA I r) 1P.2. ;33 CITYOFTIFARD CERTIFICATE OF COMMUNITY DEVELOPMENT DF.. r.ATMENT �ar2aswreaNtuMd P x+sar,nand.o srmOCCUPANCY (SM**405 7 F=,EkMI ' #. . . . . . . l3UF92.-so ( ; 1 J. PAM I SSUL Ul p '.)I'I!= ADDR SS. , . 0?a45 SW DURHAM HD #13. 16-7 PARC-La RS11,3f')G..-0 171 -UBD I V I S I ON. . . r COUNCIL V I LW ACRES #c R 1 20NI NC3 a I.-P H-OCK. . . . . . . . . . 3 LOT. . . . . . . . . . . . . 124 LASS OF WURK. tAL7 1 Y FSE OF USE. . . s COM (II,C;UPANCY GRP. t 82 OCCUPANCY LOAD a 134 I ENANT NAME. . . %(3--A-•P SUPPLY/J01,4NSTOt+ltc' SlJPr-l.Y Pvmaarl<ya Tenant Impr. first tenant. Christ tlt rms, offcsr br oak r•nlm, rot . I1` dvfery-vd to c)vr_• an BUP92 -0217. Tonrant r1t)& Johnstone Gupply. Owners __.._ __._.__......_._ _..._....._... ..... ._. . PACIFIC; REALTY TRUST 15115 F" ' SEQUOIA PARKWAY 1 I GARD OR 97224 Phone Ela 624--6300 H. L. C3RI;I::IJ 13115 SW S UU0lA BLVD, SUITE 200 r tUARD OR 97PP..4 Phone #% 6e4-7717 kvU #. . : 41328 Oct upancy of the sbave ref'Frenr.ed boi 1r1ing it hereby giver,, arid certifies the compliaaviom with the State Of Oregon Specialty Codes far the (jro)ap, coccupanc.y, ant use under whir li the referenced permit was i asuaad., fRF pvv'F�T W14 T i-D I NU I N6P ` POST IN CONSPICUOUS Pt ACE /e� INSPECTION NOTICE � /L / City of Tigard Building Department 0125 aw Ball. Blvd. igard, Oregon 97223 B�ation Lifie (Rac-O-Phone): 39-41 Business PhoneJ: 6 footing P1bg. Underalab Mech. Rough-in Appr/Sdwlk Pound. Plbq. Top Out Gas Line �� Post/Ream Struct. San. Sewer Framing Peet/Beam Mach. Rain Drain Insulation .-Plumb. Plbg. Underfloor Water Line Gyp. Bd. /rM{�Fs'_) Date Requested s � ��� ,;' _ Timet PM Address: 7 / Permit 2-- Builder: TBS FOLLOWING CORRECTIONS ARE REQUIRED: •N zoop— Inspecto s— ---- -- —— Date:[---- --'�-- —APPROVED DISAPPRO'nD — APPROVEOV D STJR,7FCT TO ARE "'���111 Call For Rcinnp. ypZIN Vq� TUALATIN VALLEY FIRE & RESCUE AND ~ \s BEA_VERTON FIRE DEPARTMENT _ �f l FIRE MARSHALS OFFICE r (503) 526AAA9 POSTED d .- jj OCCUPANT f"771 CONTRACTOR BLDG. PERMIT It PROJECT NAME 4Jtj u, 16 '1 PLAN REVIEW it LOCATION JURISDICTION; 1= Be. 2= Du, 3= I.C( 4� 5= Tu. 6= Sh. 7= Wi. 8= CC 9= WC 0= MC COVER SINAL SPECIAL FOLLOW-UPIREINSPECTION ATTEMPTED FINAL 0 Framing L__1 Separation Walls 0 Sprinkler System r� Shaft Fire Dampers (Overhead/Underground) u Alarm System u Hood' Extng Systems 0 Conference El Spray Booth Ceiling Cover ❑ Other 'V�o u I J-P, 0_�,5:Lc � �i C i.�• �v �� /1/ 1/11 TF1 ,��-+ 11c1v : e q xT5 To ie f I /,r)10( r L I i � _ 3G Dates` Inspector: r LNCK/RECT rBox 73397 OFTKARD u2ssw ,nad PERMIT N t�WC?Z— COMMUNITY DEVELOPMENT DErARTMENT "iinacd•Oregon 9nZ1 (.503)639-4171 DATE ISSUED JOB ADDRESS: 7z y� �? V�hA�, 'R�d. _ _ TAX MAP/LAT SUB: _ LOT: LAND USE: !^ VALUATION: $ 151 y$S . 10 OWNER SPECIAL NOTES NAME: 17-0hv►S 14 _�o_i%/ _ REISSUE OF: ADDRESS: 2 _ _ yr11a — IAST REISSUE: 0 87113 _ FLOOD PLAIN/ +_. PHONE:C l-cft- 1^r 781-4771 f4skrOk rt%% off SENSITIVE LAND: �So-l►WYt"r's tjFckc.,t►�y TRACTOR `` APPROVALS REQ U T RFD NAM( . � a 'r� (��7"Lcic PLANNING: O/l -- ADDRESS: �__ ENGINEERING: FIRE IIEPT: PHONE: OTHER: jgk —hr- SAmf- UW AK AD SII ww T6rvr CONTR. BOARD #: _ EXP DATE: ITEMS REQUIRED BCONTRACTORS: PLUMB: _ _ _ LIST/SUBCONTRACTORS: _ MECH: __ BUS TAX: , ARCH/ENGINEER CALCULATIONS: NAME: _ TRUSS DETAILS: ADDRESS: _ OTHER: PHONE: PROPOSED BLDG. USE: i �� y�°�c��1s`_ R'C 'a�� /u-A%As&, CONVENTS: )VO 1 afo Gfn7/� .7u fAm 2> /S DP LYE �aaa SC.1/ Scih �✓hu."`j APPLIC SIGNATURE ` Recei By: - Date Received: PERMIT # ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees ���� _ /, �o 1-50 10-431 00 Plumbing Permit Fees 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building Plumbing Mechanical 10-433 00 Plans Check Fee ZJ. 773 5173 _ "—"- Bu i i d i ng Plumbing Mechanical 10-230 06 Fire 30-20? W Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Institutional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit SIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSOC) - 24-445-01 Water Quality (Fee in lieu of) 24-445-02 Water Quantity (Fee in lieu of) a TOTAL �(� ' / .�i 53 V.F• nm/3587P.W111 � 1 NO o lu in T w w' tr' xaa�t LZ ^'1 V I I i-6 O_ � i l 0 0 y LU � o r N I W V) — ' "Oil o_ m - - Nab M _ p a 7 J — U O V 3 ? oC � a Po Cl*,fY OF TIC ARD RECEIPT OF PAYMr.NT RECEIPT NO. 02-234360 Cl-ilK AMOUNT a '75. '73 NAME a WEII-3F--N, JOHN CASH AMOUNT t 0. 606 ADDRESS PAYMENT DAZE' r 12/04/9P SURD I V I S I(IN PURPOSE OF PAYMENT AMOUNT PATD PURPOSE (IF PAYMENT r4MO!.'N1* P()lD Pl.-ON CHECK FE 75. 73 SW DiJRHAM JOHNSTONE" SUPIPLY TDIAL. 014OLINT PAID 75P. 73 --- JOHNSTONE SUPPLY --- PRE,jARED BY SHEET NO. ODI METALTECH., INC. 7245 S.W. DURHAM ROAD DATE DRAWING NO, LODI,CALIFORNIA v i a T I GAR D, OR 17 NOV . ' 9 2 NO REVISIONS I BY JDATE ITEM DESCRIPTION ------------------------------------------------- i PALLET RACK 1 ! GENERAL RACK LAYOUT 2 ! UPRIGHT SELECTION i 3 - 7 ! SEISMIC ANALYSIS - TRANSVERSE ! 8 - 12 ! SEISMIC, ANALYSIS LONGITUDINAL. 13 - 14 ! BEAM SELECTION Fo PROFF 15 - 17 ! FOUNDATION AND ANCHORAGE ��` SS�� `c ` GIN��Q 29, -------------- �v w - ! 18 ! REFERENCE APPENDIX REMN ! F\ � <<�'p' R-2 ! LM COLUMNECTION SECTTIONRPROPERTIES 1yyW. R-3 ! LM BRACING SECTION PROPERTIES R-4 ! LB BEAM MOMENT CAPACITY R-5 ! LB BRACKET CAPACITY R-6 ! U . B.C. ALLOWABLE AXIAL LOADS R-7 ! SEISMIC ' Fi ' COEF=FICIENTS - U. B.C. Std. 27-11 R-9 ! ANCHORS, CONCRETE -- I .C.B.O. #1372 R-10 ! L .M.T . BROCHURE ! L.M.T . DRAWING #993JNST -- - RACKING DESIGNED AND FABRICATED IN ACCORDANCE WITH 1 . U.B.C. - 191 & U . B.C. Std. 27-11 - ' 91 2 . A.N, S. I . MH16 . 1 - ( 1985 RACK MANUFACTURERS INSTITUTE - THE MATERIAL HANDLING INSTITUTE , INC. ) 3. CITY OF LOS ANGELES FABRICATOR LICENSE #1244 4. WELDED PER A.W. S. D 1 , 3 WITH L .M.T . FULL TIME A.W.S. CERTIFIED INSPECTOR PREPS BY stir No. LODI METALTECH. INC. ,JaHNSTONE SUPPLY P.s.��e1, �G �8 TIGGARD, OR LODI. CA 95240 17 NOV. '92 99351.4P N0. REVISIONS ITY DATE GENERAL LAYOUT Design Is per UBC 1991 ✓!C UBC STD 27-11 and per RMI 1985 Sections 2330 and 2706 MATERIAL• A.S.T.M. A570 w/ Fy > 45 k,,; Safety Factor for Bending = 1.65 (Fa = 27.27 ksi) Safety Factor for Columns = 1.92 (see R-6 also) ,,�--- LOAD i 150016 15001be JK xj S �` —BE M 4e LBF MS 15001b��� 150_0, X3K 122 -- 30 1000156 10000A 1K 30 1000166 1000156 UPRIGHT J0 c�' 10001 _ ' LM30-192-42 e —BEAMS L8030-96 N p1a � I- 42 Longitudinal Transverse STATIC LOADINGS: UPRIGHT: LM30-192-42 w/ 3/8 x 4 x 7 Font Plate BEAMS: LBF354-96 do L-BO'30-96 LOAD: Each load is a uniform load in the negative y direction. Each level is loaded as shown BEAM LEVELS: 5 SEISMIC LOADINGS: U.B.C. ZONE III do V=(ZIC/Rw)W per U.B.G. Std. 27-11 Vertical distribution per R---7. PR .PARED BY SHEET NO. if P ODI METALTECH., INC. PALLET RACKING DATE DRAWING NO. LODI,CALIF'ORNIA STRUCTURAL CERTIFICATION 1 ,7Akj Iq L Np, REVISIONS BY DATE UPRIGHT CAPACITY SEE SHT."I CONFIG. I =1.373 �►+ ' SX=•915 ►►i �}- LM30-COL.w/ h=1.16¢ im - Sy=•752 X04 ry =1.150 IN. ,, x ; _ 42 -12 rx I-i+9 .N. TRANSVERSE W1 BRACING C' --� _ f o/c LONGITUDINAL W1 BEAMS E' (��,�,. n�i )= 30 „ O/G TRANS 'Y-Y' LONG. 'X-X" x ^- CONT, FIXED BASE A LM 30-COL. 9" n 5E.E SHT. R-• / s 23 I< PU�w = 7 723 P iu.i.ow, - ?� � q 41 M nu.ow ! Fb 27. 3 ( 752)= Zo.Sbq . 3(•415) = Z�•/S4K-1N — VERTICAL LOADING ONly e loo*/,, UTILIZATION PAGruAL LI.5o0)+/2JJD1 + l + j- 3 000 + Z 4;711 K K 0.K. mom RMI e 1.5 7o OF W - .015 P + M = + ►°R ARED BY SHEET NO. ,N6fY 3 Low METALTEcH., INC. PALLET RACKING DATE DRAWING No LODI.CALIFORNIA . 57RUr_;URAL CERTIFICATION % 7 Ne Ll 9Z NOJ REVISIONS I BY JDATE VtRAr, - Z I C/Rw)W � 3) I �9 � '7 r.� - 2 y 6 F3 3 (r 2 /u ) - 9 :_:1..ATERAL�LoaD D1sTRtBUT1ON---F:. "� ` 3 ::Eby qq ; UBC STD.Z7-11 ` F Z 5 =. � (`/ 796) _ ' 3 ° 51t3 INPUT MATERIALSnFl A E I ® Ii COL. C5 BRACE ~C 1Yz , 14 }.07 .1841 3E6 .0444 @ _ BRACING DESIGN - . MEMO. LOAD KIP KL SIZE (PER R 3) 13 / 14 GA. G I'/z ' PA 1,4 3 � y p 1e 15 Z�r � 17 I Z� 18 1. c tt1 3 14 © ZK 20 z, i 232I ® U z ® 0 TRANSVERSE COLUMN PES!GN TRANS. E.LEM.'s © = PS r p P p� 5 VERT _ �. ?i► ►� = Fy _ q► vc MOM. L2 ELE.M CIS ACTUAL P t M L.3.3 ALLOW — P p M� - /? j23 LODI Metal Tech . , Inc. E .ASI4-87 PEA File: S93JNST1 . 127 213 S. Kelly St "-"-"---- Date: 11 /17/92 Lodi , CA 95240 JOHNSTONE SUPPLY - HYSTER/PORT Time: 11 : 22 : 18 ANALYSIS INPUT GRID POINTS NODE X Y Z ( in ) ( in) ( in ) 1 . 00OU0 . 00000 .00000 2 . 00000 6 . 00000 . 00000 3 .00000 51 .00000 .00000 4 .00000 96 .00000 . 00000 5 .00000 141 .00000 .00000 6 .00000 186 .00000 .00000 7 .00000 192 .00000 .00000 8 42 .00000 .00000 .00000 9 42 .00000 6 .00000 .00000 10 42 . 00000 51 . 00000 . 00000 11 42 . 00000 96 .00000 .00000 12 42 . 00000 141 .00000 .00000 13 42 . 00000 186 .00000 . 00000 14 42 .00000 192 .00000 .00000 MATERIAL PROPERTIES ID E G A IZ J IY ( psi ) ( psi ) ( int ) ( in4 ) ( in4 ) ( in4 ) 1 3 .0000E+007 1 . 2000E+007 8. 5900E-001 1 . 1640E+000 O.O000E+000 0 .0000E+000 DENSITY = . 28 lbs/in3 2 3 .0000E+006 1 . 2000E+007 2 . 8400E-001 4 . 6400E-002 O . 0000E+000 0 . 0000E+000 DENSITY = . 28 lbs/ in3 ELEMENT DEFINITION F_I_EHID MATID N1 N2 N3 N4 THICKNESS A2 A3 ( in) 1 1 1 2 0 0 0.00E+000 O.00E+-000 0 .00E+000 0 .00E+000 BEAM 2 1 2 3 0 0 0. 00E+000 0.00E+000 O.00E+000 O.00E+000 BEAM 3 1 3 4 0 0 0 .00E+000 O. 00E+000 0 .00E+000 0.00E+000 BEAM 4 1 4 5 3 0 0 .00E+000 0. 00E+000 0.00E+000 0 . 00E+000 BEAM 5 1 5 6 0 0 0.00E+000 0. 00E+000 0.00E+000 0 . 00E+000 .SEAM 6 1 6 7 0 0 O . 00E+000 O .00E+000 O. 00E+000 O . 00E+000 BEAM 7 1 8 9 0 0 0.00E+000 0.00E+000 O .00E4000 O. 00E+OOO BEAM 8 1 9 10 0 0 0. 00E+000 O. 00E+000 0 .00E+000 O. 00E+000 BEAM 9 1 10 11 0 0 O .00E+000 O . 00E+000 0 . 00E+000 0 . 00E+000 SEAM 10 1 11 12 0 0 0 .00E+000 O .00E+000 0.00E+000 0 . 00E+000 BEAM 11 i 12 13 0 0 O .00E+000 0 .00E+000 O .00E+000 O .00E+000 BEAM 12 1 1 ? 14 0 0 0.00E+000 O .00E+000 O.00E+000 O .00E+000 BEAM 13 2 6 13 0 0 0 .00E+000 O.00E+000 O .00E+000 0 .0012+000 BEAM 14 2 6 12 0 0 0 . 00E+000 O. 00E+000 0 .00E+000 O , 00E+000 BEAM IIHNSTONE SUPPLY - HYSTER/PORT 1i 2 11 : 22 : 18 Page 2 15 2 E 12 0 0 0 . 00E+C-00 0 .00E+000 0 .00E+000 0 .00E+000 BEAM 16 2 4 12 0 0 0 .00E-tOOO 0 .00E+000 O .00E+000 0 .00E+000 BEAM 17 2 4 11 0 0 0 . 00E+000 0 . 00E+000 O . 00E+000 O . 00E+000 BEAM 18 2 4 10 0 0 O . 0E+OOG 0 .00E+000 0 .00E+000 O. 00E+000 BEAM 19 2 3 10 0 0 0 .00r+000 0.00E+000 0 .00E+000 O .00E+000 BEAM 20 2 2 10 0 0 0 . 00E+700 0 .00E+000 O . 00E+000 O . 00E+000 BEAM 21 2 2 9 0 0 0 .00E+000 0 .00E+000 0 .00E+000 0 .00E+000 BEAM BOUNDARY CONDITIONS ID NODE DIRECTIONS VALUE ID r. +D DIRECTIONS VALUE ( in OR radians ( in OR radians ) 1 1 12 0 . 0000E+000 _ 8 i 0 .0000E+000 Load Case 1 ( ) POINT LOADS ID NODE DIRECTION VALUE ( lbs OR in- lb ) 1 1 1 . 30000E+00 2 11 1 2 . 59000E+002 3 5 1 ? . 89000E+002 4 13 1 5 . 18000E+002 )OHNSTONE SUPPLY - HYSTER/PORT 11 / 17/92 11 : 22 : 18 Page 3 ANALYSIS OUTPUT GLOBAL DISPLACEMENTS NODE X - DISP Y -- DISP RZ ( in) ( in ) ( radians ) 1 0 . 00000E+000 0.00000E-4.000 --8. 68569E-003 2 5 . 16469E-002 1 .01276E--003 -8. 14917E-003 3 2 . 99256E--001 5 . 88349E-003 -4. 13833E-003 4 4 . 85850E-001 1 .07.472E-002 -4. 23206E-003 5 6 . 63641E-001 1 . 18026E-002 -3 . 13453E-003 6 7 .65012E-001 1 . 28538E-002 -1 .80540E-003 7 7 . 75844E-001 1 . 28538E-002 -1 . 80540E-003 8 0 .00000E+000 0. 00000E+000 -6 . 35143E-003 9 3 . 79940E-002 - 1 .01276E-003 -6 . 21991E-003 10 2 . 86821E-001 -8 . 59663E-003 -5 .05411E--003 11 4 . 95921E-001 - 1 . 13096E-002 -3 . 98751E-003 12 6 . 49313E-001 -1 .40166E-002 -3. 11769E-003 13 7 . 90434E-001 -1 .40196E-002 -3. 13172E-003 14 8 .09224E-001 -1 .40196E--002 --3 . 13172E-003 ELEMENT FORCES ELEMENT NODE FX ( SXX ) FY ( SYY ) MZ ( SXY ) ( lbs ) ( lbs ) ( in-lbs) 1 1 -4 . 34979E+003 1 .04085E+003 -2 . 54659E-011 2 4 . 34979E+003 -.1 .04085E+003 6 . 24511E+003 2 2 -2 . 78931E+003 -1 . 30098E+002 -6 .03962E+003 3 2 . 78931E+003 1 . 30098E+002 1 . 85201E+002 3 3 -2 . 78528E+003 -7 .84242E+000 - 1 .03717E+002 4 2 . 78528E+003 7 . 84242E+000 -2 . 49192E+002 4 It -6 .04384E+002 5 .42851E+001 3 . 69734E+002 5 6 .04384E+002 -5 .42851E+001 2 .07310E+003 `i 5 -6 .02006E+002 -4.40758EA001 -2 .02311E+003 6 6 . 02006E+002 4 .40758E+001 3 . 97040E+001 6 6 --7 . 27596E--012 2 . 55568E-010 5 . 83896E-010 7 7 . 27596E-012 -2 . 55568E-010 7 . 20320E-010 7 8 4 . 34979E+003 2 . 55148E+002 -1 . 81899E-011 9 -4 . 34979E+003 -2 . 55148E+002 1 . 53089E+003 8 9 4 . 34333E+003 -2 . 18111E+001 -1 . 39541E+003 10 -4 . 34303E+003 2 . 18111E+001 4 . 13911E+002 9 10 1 . 55361E+003 2 . 55300E+001 -2 . 53258E+002 11 -1 . 55361E+003 -2 . 55300E+00'1 1 . 40211E+003 10 11 1 . 55022E+003 -2 . 91857E+001 - 1 . 33166E+003 12 -1 . 55022E+003 2 .91857E+001 1 . 83006E+001 11 12 1 . 73120E+000 2 . 29499E+000 6 . 25236F+0(11 13 -1 . 73120E+000 -2 . 29499E+000 4 .07510E+001 12 13 0 . 00000E+000 -2 . 54659E-011 -3 . 22871E--010 14 0 .00000E+000 2 . 54659E-011 -5 . 82077E-011 1 ;? 6 -5 . 15705E+002 - 1 . 73120E+000 -3 . 19594E+001 13 5 . 15705E+002 1 . 7312-0E+000 -4 . 07510E+001 14 6 8 . 20783E+002 -3. 48054E-001 -7 . 74460E+000 12 -8. 20783E+002 3.48054E-001 -1 . 36798EA001 JOHNSTONE SUPPL e - HYSTER/P;)RT 92 11 : 22 : 18 Page 4 15 5 2 . 90639E+002 -4 . 99823E+001 12 -2 . 90639E+002 2 . 7'45E+000 -4 . 98706E-001 4 - 1 . 29320E+003 -62E+E-001 -2 . 23139E+001 12 1 . 29320E+003 - 1 . 72738E+001 17 4 -2 .04284E+002 -3. 39 17E+000 -7 . 20735E+001 11 2 .04284E+002 3 . 3a -:a 7E+000 -7 .04524E+001 18 4 1 . 68393E+003 -9. 1G,-,(i2E-001 -2 . 61547E+001 1n - 1 .68393E+003 9 . 1�: � �E-Q01 -2 . 98727E+001 19 3 2 . 52256E+002 -4 . 02.475E+000 -8. 14845E+001 10 -2 . 52256E+002 4 . n^a7FC+000 --8 . 75549E+001 2U 2 -2 . 12379E+003 - 1 . ( 7E+000 --5 . 72239E+001 10 2 . 12379E+003 1 . E+000 -4 . 32256E+001 21 2 2 . 76959E+002 -O . -, '- . '7E+000 - 1 .48265E+002 9 -2 . 76959E+002 6 . = E+nUO -1 . 35477E+002 BOUNDARY FORCES NODE FX FY MZ ( lbs } ( lbs ) 1n--lbs) 1 -1 .04085E+003 -4 . 34979E+003 -2 . 54659E-011 8 -2 . 55148E+002. 4 . 34979E4-003 - 1 . 81699E-011 END OF ANALYSIS DATE: 11 /17/92 TIME : 11 : 22 18 ✓�• PRC RED BY HCET NO. E''t LowillETAL IECH, INC. PALLET RACKING DATE DRAWING NG LODI,CALIFORNIA Nl 9 Z „�T�?UGTURAL CEF�'T1F\CATION I� NO. REVISIONS BY DAT' E15MIG ANAI.YSlS -L0NCa_DIR. BASE �HEhR ft,75) /7) � —Z-�-3 v =(Z 1 a/Rw) w c A (' z L°n4 S W LATERAL Lot D LNcDTRIBUTION PER UZC, STc. 27— 11 F. = Vt vw 0 O� Q I4 6� � I Fa ►2� � G1 IF, 03 08 103 6 OF� I I � EDh � Fo- 3 Z -r------�-1 1, --f-- � y -g9 X98 ADP- 99 3 J __TI-T LE - J r INPUT MATERIA!S NO. AREA E .373 1=1� I1-13 .CREAM L6030 2 ' 8 3E 7 lit(5, 6 6;�;,\ �L6 �55 L3:Et: 7 BEAMS NEr, R-4 ELEM- Ntorn. W. -+ SEISMIC �� 3 �, / �. 9 Z. 4 - COLUMN5 COMWMg) STRESS RATIO -.- P + M � 133 P M 1-171 i" II-I r?,�Z3 z.t,q51- 91 LODI Metal Tech. , Inc. EASI-: ==-A File : 993JNST2 . 127 213 S . Kelly St =__________= Date: 11 / 17/92 Lodi , CA 95240 JOHNSTONE SUPPL HYSTER/PORT Time: 11 : 33 : 52 ANALYSIS INPUT GPID POINTS NODE X Y Z ( in ) in ( in ) 1 . 00000 6 .00000 . 00000 2 .00000 36 . 00000 . 00000 3 . 00000 66 .00000 .00000 4 .00000 96 . 00000 . 00000 5 .00000 144 .00000 .00000 6 99 . 00000 .00000 . 00000 7 99 .00000 6 . 00000 . 00000 8 99 .00000 36 .00000 . 00000 9 99 .00000 66 . 00000 .00000 10 99 .00000 96 .00000 .00000 11 99 .00000 144 . 00000 .00000 12 198.00000 6 .00000 . 00000 13 198. 00000 36 . 00000 . 00000 14 198.00000 66 .00000 .00000 15 198 . 00000 96 .00000 . 00000 16 198 . 00000 144 .00000 . 00000 MATERIAL PRC!PERTTFE; ID E G A IZ J IY ( psi ) ( psi ) ( in2 ) ( in4 ) ( in4 ) ( in4 ) 1 3.0000E+007 1 . 2000E+007 6. 5900E-001 1 . -:'730E+000 0 .0000E+000 0 . 0000E+000 DENSITY = . 28 lbs/in3 2 3 .0000E+007 1 . 2000E+007 7 . 2180E- 11"11 7 . 6040E-001 0 .0000E+000 0 . 0000E+000 DENSITY = . 2.8 lbs/in3 3 3 .00OOE4007 1 . 2000E+007 9 . 1810E-iii: 1 .4739E+000 0 .0000E+000 0 . 0000E+000 DENSITY = . 2.8 lbs/in3 ELEMENT DEFINITION ELEMID MATID N1 N2 N3 144 THICKNESS Al A2 A3 ( in ) 1 2 1 7 0 0 0 . 00E+000 O .00E+000 0. 00E+000 0 .00E+000 BEAM 2 2 2 8 0 0 0 .00E+000 0 . 00E+000 0 .00E+000 0 .00E+000 BEAM 3 2 3 9 0 0 O. 00E4000 O .00E+000 0 .00E+000 O .00E+000 BEAM 4 3 4 10 0 0 0 . 00E+000 O. 00E+000 0 . 00E+000 0 .00E+000 REAM 5 3 5 11 0 0 O . 00E+n00 0 .00E+000 0. 00E+000 0 .00E+000 BEAM 6 1 6 7 0 0 O. 00E+000 O.00E+000 0.00E+000 O.00E+000 BEAM 7 1 7 8 0 0 0.00E+000 0 .00E+000 O. 00E+000 0 .00E+000 BEAM 8 1 8 9 0 0 0.00E+000 0.00E+000 0.00E+000 O .00E+000 BEAM 9 1 9 10 0 0 O .00E+000 0 .00E+000 0.00E+000 O . 00E+000 BEAM 10 1 10 11 0 0 0.00E+000 O .00E+000 O. 00E+000 0 . 00E+000 BEAM / X/ is JOHNSTONE SUPPLY - HYSTER/PORT 11 / 17/92 11 : 33: 52 Page 2 I1 2 7 12 0 0 0 .00E+000 0.00E+000 O .00E �000 O.00E+000 BEAM 12 2 8 13 0 0 0 .00E+000 0 .00E+000 0 .00E+000 O . 00E+OOO BEAM 13 2 9 14 0 0 O .00E+000 O .00E+000 0 . 00E+000 0 .00E+000 BEAM 14 3 10 15 0 0 0 .00E+000 0.00E+000 O . 00E+000 0 .00E+000 BEAM 15 3 11 16 0 0 O .00E+000 O . 00E+000 0 . 00E+000 0 .00E+000 BEAM BOUNDARY CONDITIONS ID NODE DIRECTIONS VALUE ID NODE DIRECTIONS VALUE ( in OR radians ) ( in OR radians ) 1 1 23 O .0000E+000 2 2 23 0 . 0000E+000 3 3 23 O.0000E+000 4 4 23 0 . 0000E+000 5 5 23 0.0000E+000 6 6 123 O.0000E+000 7 12 23 0 .0000E+000 8 13 23 0 .0000E+000 9 14 23 O . 0000E+000 10 'IF) 23 0 . 0000E+000 11 16 23 0 .0000E+000 Load Case # 1 ( ) POINT LOADS ID NODE DIRECTION VALUE ( lbs OR in-lbs ) 1 7 1 3 .00000E+000 2 8 1 1 .00000E+001 3 9 1 1 . 90000E+001 4 10 1 8 . 50000E+001 5 11 1 1 . 26000E+002 JOHNSTONE SUPPLY - HYSTER/PORT 11 , 11 : 33 : 52 Paye 3 ANALYSIS OUTPUT GLOBAL DISPLACEMEIJTC) NODE X - DISP Y - DISP Fig ( in) ( in ) ( radians ) 1 2 .60231E-003 0 .00000E+000 O .000OOE+000 2 6 . 72988E-002 O.00000E+000 0 . 00000E+000 3 1 . 61471E-001 O .00000E+000 0.0000,jE+000 4 2 .43716E-001 O . 00000E+000 0.00000E+000 5 3 .42962E-001 O . 00000E+000 0.000-.0E+000 6 0 .00000E+000 0.00000E+000 O .000CWJE+O00 7 2 . 60231E-003 -4 . 70715E-037 -7 . 8489OF-004 8 6 . 72988E-002 -4 . 68922E-037 -2 . 60765E-003 9 1 . 61471E-001 -4 . 67435E-037 -2 . 78826E-003 10 2 .43716E-001 -4 . 66255E-037 - 1 . 88546E-003 11 3 .42962E-001 -4 . 65312E-037 - 1 . 05067E-003 12 2 .60231E--003 0 .00000E+000 0 .OG000E+OOO 13 6 . 72988E-002 0. 00000E+000 O.00000E+000 14 1 . 61471E-001 0 .00000E+000 0.0003oE+000 15 2 .43716E-001 0.00000E+000 O .00000E+000 16 3.42962E-001 O .00000E+000 0.00000E+000 ELEMENT FORCES ELEMENT NODE FX ( SXX ) FY ( S-IY ) MZ ( SXY ) ( lbs) ( lbs ) ( in-lbs) 1 1 0 .00000E+000 - 1 . 09258E+001 -3 . 59972E+002 7 0 .00000E+000 1 .09253E+001 -7 . 21687E+002 2 2 0 . 00000E+000 -3 . 62990E+001 -1 . 19594E+003 8 0 . 00000E+000 3 .6299CrE+001 -2 . 39767E+003 3 3 0 . 00000E+000 -3 . 98132E+001 - 1 . 27877E+003 9 O .00000E+000 3 .88132E+001 -2 . 56373E+003 4 4 0 .00000E+000 -5 . 07876E+001 - 1 . 67187E+003 10 0 . 00000E+000 5 .07876E+001 -3 . 36610E+003 5 5 0 .00000E+000 -2 . 83012E+001 -9 . 31647E+002 11 0 .00000E+000 2 . 83012E+001 -1 . 87018E+003 6 6 2 .02172E-030 2 .43000E+002 6 . 11727E+003 7 -2 . 02172E-030 -2 . 430C,OE+002 -4 . 65927E+003 7 7 -1 . 54050E-033 2 .40000E+002 6 . 10265E+003 8 1 . 54050E-033 -2 . 40000E+002 1 . 09735E+003 8 8 -1 . 27677E-033 2 . 30000E+002 3 . 69798E+003 9 1 . 27677E-033 -2 . 30000E+002 3 . 20202E+003 9 9 - 1 .01386E-033 2 . 11000E+002 1 . 92545E+003 10 1 . 01386E-033 .-2 . 11000E+002 4 . 40455E+003 10 10 -5 . 06419E-034 1 . 26000E+002 2 . 30765E+003 11 5 .06419E-034 - 1 . 26000E+002 3 . 74035E+003 11 7 2 . 27374E-013 -1 . 09258E+001 -7 . 21687E+002 12 -2 . 27374E-013 1 .09258E+001 -3. 59972E+002 12 8 O .00000E+000 -3 . 62990E+001 -2 . 39767E+003 13 O .00000E+000 3 . 62990E+001 -1 . 19594E+003 13 9 0 . 00000E+000 -3. 88132E+001 -2 . 56373E+003 14 0.00000E+000 3 . 88132E+001 -1 . 27877E+003 JOHNSTONE SUPPLY - HYSTER/PORT 11 /17/92 11 : 33:52 Page 4 14 10 -1 .45519E-011 -5 .07876E+001 -3. 35610E+003 15 1 . 45519E-011 5 . 07876E+001 -1 . 67187E+003 15 11 - 1 .45519E-011 -2 . 83012E+001 -1 . 87018E+003 16 1 . 45519E-011 2 .83012E+001 -9 . 31647E+002 BOUNDARY FORCES NODE FX FY MZ ( lbs) ( lbs) ( in-lbs ) 1 -4. 70502E-015 -1 . 09258E+001 -3 . 59972E+002 2 0.00000E+000 -3 . 62990E+001 -1 . 19594E+003 3 0.00000E+000 -3 .88132E+001 -1 . 27877E+003 4 0.0000()E+000 -5 .07876E+001 -1 . 67187E+003 5 0.00000E+000 -2 . 83012E+001 --9 . 31647E+002 6 -2 .43000E+002 2 .02172E-030 6 . 11727E+003 12 -2 . "7374E-013 1 .09258E+001 -3. 59972E•*002 13 0.00000E+000 3 .629SOE+001 - 1 . 19594E+003 14 0. 00000E+000 3 . 88132E+001 - 1 . 27877E+003 15 1 .45519E--011 5 .07876E+001 -1 .67187E+003 16 1 . 45519E-011 2 .83012E+001 -9 . 31647E+002 END OF ANALYSIS DATE: 11/17/92 TIME: 11 : 33 : 52 I30•-)3 DRAWN BY DRAWING NO. P.S.T. LB030 17 NOT92 ITEM QTY. DRAWING NO.I DESCRIPTION REVISION RATED LOAD = 2845# PER PATH NG. DATE BY LB030 - 96 BEAM DETAILS i 2 3/4 7/8 l 1 7/8 3/4 .3679 - 1/8 R_TYP 1 3 n,a. -I 8321 --� 3/4 LB030 Properties Ixx = .7604 in ` Sxx = 4659 in 3 �j A = ,7218 In' 45 ksl Min Yield 0 rw Z / TV W L 2845(98) M = ---- - -------- = 25.38 in K 10 10 f = Fy / 1.85 = 45kai / 1.86 = 27.27 kai M 26.38 Sreq = ---- _ ---- - = .4654 in 3 2 f 2(27.27) Sreq < Sxx .F — .0104W L3 .0104(2845)98 3 dact =: ------ = ------------ _ .53 in 2 E I 2 (3E7).7804 L 96 d ma - 180 = 180 .53 in dant = d ma: *--- --- - DRAWN BY DRAWING NO. P.S.T. L a+Hl-) rrr e-" DATE LBF354 .mob.. 18SEPT'91 ITEM TY. DRAWING NO. DESCRIPTION REVISION N0. DATE BY LBF354 - 96 BEAM DETAILS 2 3/4 7/8 1 7/ 1 1/ 1/8 R TYP 1,914 n,a, _ 3 1/2 -- 1,585 7/i8t1/18 1 3/8 LBF354 Properties Ixx = 1,4739 In 4 Sxx = ,7699 In 3 r S�°� A = 9181 In Z 45 ksl Min Yleld T° of W 1 4374(98) M = ----- _ -------- = 41.99 in K 10 10 i = Fy / 1.65 = 45kei / 1.65 = 27.27 kei M 41.99 Sreq = ---- = ----- = .7699 in3 2 f 2(27.27) Sreq - Saz — .0104W 13 .0104(4374)983 dact = ------- _ ----------- = .46 in 2 E I 2 (3E7)1.4739 1 98 d aye _ — - --- _ --- = .53 in 180 1.80 dact c d znaz �– ---- - PRERAREDBY SHEETNO. 001 METALTECH., INC. 0 cJ v DATE DRAWING NO. LCM me J.7 Z NO REVISIONS BY DATE CONCRETE SLAB INVESTIGATION --- P. C-) � K fc = MOO psi CONCRETE 0 SHEAR UNE POINT OF INF.EnON . ' 0►0 00 � , •. •• . • . • E- T S 1/2 x=, x•. 6 fu: /coo pef ('2 SOIL BMING L= �3•n NOM' BECAUSE OF OONITN ff. yK SLAB WILL TAKE NEOATNE MOMENTS SLAB BENDING A _ �_ I " _ �,�� _ ,.tJ 1 ft f„ 000 vt e S = bhp = 12C � > = 72 Int ft, J x= ft 6 6 � t - f� X - �oa,(,��j 12 In In—lbs 2 2 ft f = M = ?, f l I = 3 t psl < 7 Z. psi = 1.6 f' - 1,6 Pow S '� Z PIINrl-LING SHEAR P — ,O(o = ?j3 psi < 9 psi = 2 �f' = 2 ?oan v - bo d 4 � 2 2 PREP RED BY SHEET NO. 001 METALTECH., INC. I o�i N �� € S `' ` DATA DRAWING NO. LODI.CALWORMA f /1Or J, 9Z NO REVISIONS BY DATE FOOT PLATE DESIGN (TRANSVERSE) P, w O O A = 4" x 5�" _ 22 in a Effective i 2 l` 010 = P. _ �"°� � _ . � ►� � . 4 22 22 1 = 2n P' = 2 C1 yp 235.1 �t t'.�d 4 4 2 t = ,�67 In. < .375 In. Base Plate 4 51 3 2 4 _ 7 ANCHORAGE (LONGITUDINAL) p"= q; 7i1 Ma (� II ( 24 � + ,�1y( 1 > 010 Pw �-J� ,z3 > M 23 ANCHOR BOLTS: 4 2 Dien X + Long 2. z 14 Min. Embedment assumed rotation point PR ARED BY SHEET NO. IN JC> D TQRAWING NO. ,ODI METAL TECH., Y -71%)1%) z C. LORI.CALIFORNIA 4-rA d,L r 2 a o ry NO.1 REVISIONS BY J DATE 7C �l ;noCA jS _I 74A-5v E _ 3)��`-.�� 30�� v � � IZ O � N 2poD psi Citil�F�"F p� =CF7O �� k PREPARED BY SHEET NO. DDI METALTEcH., INC. _� �, ,"� o� 8r" 7� -' DATE DRAWING NO. LODI.CALIFORMA j 7/Jo u q 2 NO REVISIONS I BY DATE REFERENCE APPENDIX ------------------------------------------------ R.- 1 ! LB BEAM SECTION PROPERTIES R-2 ! LM COLUMN SECTION PROPERTIES R-3 ! LM BRACING SECTION PROPERTIES R--4 LB BEAM MOMENT CAPACITY R-5 ! LB BRACKET CAPACITY R-6 ! U. B.C. ALLOWABLE AXIAL LOADS ! R-7 ! SEISMIC ' Fi ' COEFFICIENTS - U . B.C. Std. 27- 11 ! R-g ! ANCHORS, CONCRETE 'RED HEAD - WEDGE' I .C .B.O. #1372 R 10 ! L .M.T . BROCHURE PREPARED BY DRAWING NO. BEAM SECTION P.S.TINGEY PROPERTIES P R 0 DATE R-18APR.'91 REVISION _ NO. DATE BY S r I S r AREA MODEL in In D Ino in3 in in in3 in Int LB020 .075 2 .75 .2928 .274 .716 .6033 .4133 1 .031 .5718 I_BQ30 .075 3 E.75 .7604 .4659 1 .026 .8786 .6054 1 .103 .7218 LB035 .075 3.5 1 .1854 .6313 1 .223 .9475 .6712 1 .093 .7922 LBC30 .075 3 .75 1 .3689 .8817 .184 .9403 .6099 .9820 .975 LBC35 .075 3.5 .75 1 .951 1 .0473 1 .363 1 .9705 .6159 .9614 1 .050 LBC40 .075 4 1 .5 2.6631 1 .2769 1 .538 1 .105 .7096 .9921 1 .125 LBC45 .075 4.5 1 .5 3.5073 1 .5033 1 .709 1 .2449 .8025 1 .018 1 .200 LBC50 .075 5 1 .5 4.6437 1 .7655 1 .908 1 .3902 .9029 1 .044 1 .275 LBC55 .075 5.5 1 .5 5.7951 2.0453 2.071 1 .5269 .9975 1 .238 1 .350 LBC55A .105 5.5 1 .5 7.7919 2.7571 2.038 2.0719 1 .3498 1 .051 1 .876 LBC60A .105 6 1 .5 9.587 3.1421 2. 192 2.1979 1 .4517 1 .049 1 .995 LBF354 .075 3.5 1 .5 1 .4739 .7699 1 .267 .9284 .6242 1 .006 .9181 LBF404 .075 4 1 .5 2.0512 .9481 1 .437 1 .0635 .7190 1 .035 .9931 LBF454 .075 4.5 1 .5 2.75.2_6 1 .141 1 .605 1 .1984 .8143 1 .059 1 .0681 LBF453 .090 4.5 11 .5 13.2119, 1 .333 1 .598 1 .3985 .9497 1 ..054 1 .2578 i � h i e I C J/ 'f 7/8 1 7/8 t D Y LH -x Y IL PREPARED BY DRAWING N0. COLUMN SECTION -7PL8AP '91 s.TINGEY Lmmmrl PROPERTIES DATE i R-2 PRO R. REVISION NO, DATE BY { H 8 X ix sx rx I y Sy ry AREA MODEL_ in in in in in4 in3 in in4 in in in2 LM1 .G75 3 1 .625 .669 .582 .388 1 .156 .205 .219 .686 .411 LM20 .075 3 3 1 .435 1 023 .682 1 .263 .872 .557 1 .165 .618 LM30 .105 3 3 1 .45 , .373 .915 1 .249 1 .164 .I52 1 .15 _859 LM20/15 '0 o7s 3 4.625 2.607 1 .78 1 .187 1 .231 ?..577 .988 1 .481 1 .143 LM20/20 '075 3 6 2.714 2.222 1 .481 1 .268 4.701 1 .431 1 .845 1 ,.349 LM30/15 '�075 3 4.625 2.789 2.126 1 .417 1 .23 3.052 1 .094 1 .473r,,34 LM30/20 '�o s 3 6 2.951 2.568 1 .712 1 .262 5.45 1 .788 1 .8380LM30/30 '10o3 6 2.707 2.98 1 .986 1 .256 6.387 1 .94 1 .8395 - B .87 - I� .23 H H .67 x - -- - x 7- =j t X -X t y y LM LM - r • 1' ?II DRAWING N/ BRACING SECTION Lmvff PROPERTIES • . 1 , iy AREA ® .4405, • • • • • • • i r , '_•� ,� :C'C'C•: C■'CCC'C'CC'CC r - • \ ��■■■ r�r , , ■■■■ ■C■■■■■■r ii���i OEM ME He ■■ ■ ■■■ ONE ■■r■ �•: i�. ■r■C • • —�•�� ■■.. ■■�■■■ ■ ■ ■■■■■■ i�.■ - am ONE fir ■ ■■■■ • • .. �i■ ��■r■ �■■■■mi■■C ■Crr■■ - ■■_ .BONNE .440.m■■r■■■ ■■■ . . "CCC'r■a■■ �■■r IS ■■0911.1 NMI =Lora 00 ■ ■ Momimmimmom ■r■ r■■■■rI■ ■ ■r■■■ r�i■ PREPARED HY DRAWING NO. BEAM CONNECTION P. TINGEY Lis DATE R-4 r PROPERTIES 19APR91 _ REVISION NO. DATE BY TOTAL BEAM NEGATIVE ALLOWABLE SEISMIC MOMENT CAP. MODEL MOMENT CAP. MOMENT ® BEAM COLUMN CONNECTION fb S _DEVELOPED BEAM 6''BKT. 8"BKT. LB020 ~ 7.47 _1 .49 9.94 35.20 55.76 LB030 12.71 J 2.54 16.89 35.20 55.76 LB035 17.21 3.44 22.89 35.20 55.76 LBC30 24.04 4.81 31 .98 35.20 55.76 LBC35 28.56 5.71 37.98 35.20 55.76 LBC40 34.82 6.96 46.31 35.20 55.76 LBC45 40.99 8. 19 54.52 35.20 55.76 LBC50 46.15 9.63 64.04 35.20 55.76 LBC55 55.78 11 .16 74.19 35.20 55.76 LBC55A 75.18 15.04 100.00` 35.20 55.76 LBC60A 85.69 17.14 113.97 35.20 55.76 LBF354 20.99 4.19 y 27.92 35.20 55.76 LBF404 25.85 5.17 34.39 35.20 55.76 LBF454 31 .12 6.22 41 .38 35.20 55.76 LBF453 36.35 7.27 48.35 35.20 55.76 w 0/S SEISMIC PLUS 4-1 G'/10 VERTICAL 5 SEISMIC MINUS VERTICAL 125 T c - c c - VERTICAL SEISMIC LATERAL COMBINED PREPARED BY DRAWING NO. LqBEAM BRACKET n.S.Ti e r MOMENT CAPACITY r DATE R—b 16 JAN.'92 REVISION NO. DATE BY A 13APR.'92 PST _ a" THREE PIN BRACKET 8" FOUR PIN BRACKET Po= f,. A = 40(.09281 ) = 3.712K P, = fes. A = 40(.09281 ) = 3.712K P, = 4.75/6.75(3.712) = 2.612K P2 = 2.75/4.75(3.712) = 2.149K P2 = 2.75/6.75(3.712) = 1 .512K P3= .75/4.75(3.712) = .586K P, = .75/6.75(3.712) = .412K MOMENT = MOMENT = 6.75(3.712)+4.75(2.612)+ 4.75(3.712)+2.75(2.149)+.75(.586) ?.75(1 .512)+.75(.412) = 17.63+5.909+2.93 = 25.05+12.41 +4.16+.309 = 26.46k—In. NORMAL STRESS = 41 .92k—In. NORMAL STRESS 26.46(1 .33) = 35.20k—In. 41 .92(1 .33) = 55.76k—In. SEISMIC STRESS SEISMIC STRESS Po -- 2 P, 2 T- 13/32 DIA 8 11/32 DIA Pz 11/116 i P / --- 5/8 DIA--�►---� � A T— NET AREA= 4D =.09281 int C1.010 COLD RD QTY. f w=40K (ASTM A364-79) This program calculates some PHY'S PROP of a ' LM-30( col ) ' sect. per LMT Reference Column Section Properties sh# R-2 t= . 105 H=3 .0 B=3 .0 Xbar=1 . 450 Ix=1 . 373 Sx= . 915 rx=1 . 249 Ybar=1 . 5 Iy= 1 . 164 Sy= . 752 r,y=1 . 150 Area= .859 Other <O> . or return <R> , or Quit <Q>? 0 m - Distance from shear center to centerline of web. . . . . = 1 . 97648 Xo - Distance from centroid Xbar to shear center . . . . . . . . =-3 .42648 J - St Venant torsion constant. . . . . . . . . . . . . . . . . . . . . . . . . . = 4 . 512036E-03 CW - Warping Constant. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 4 . 398394 Ro - Polar radii of gyration . . . . . . . . . . . . . . . . . . . . . . . . . . . . = 14 . 86077 TFC - Torsional-flexural constant . . . . . . . . . . . . . . . . . . . . . . . - . 2099489 < Print Screen > if you want a hard copy of this data. For Axial Load enter, < L> , or return <R> , or Quit <Q>? Enter the following requested values to obtain Allow Axial Load . Kx=? 1 . 2 Lx=? 30 Ky=? . 65 L.y=? 45 Kt=? . 65 Lt=? 45 Oex= 350.4641 Ot= 121 . 2492 The program will solve directly for F : ( Eq. C4. 1- 1 ) , ( Fe ) l = 257 . 3217 ksi -- This is overall Buckling ( Eq . C4 . 2-1 ) , ( Fe)2= 94 .01746 ksi -- 'This is Torsional-Flexural Buckling Torsional-Flexural Buckling Stress < Overall Buckling Stress Eq. C4. 3 Governs, Ref : UBC Std . ' 91 27-9 ( AISI ' 86 ) ( Fe) 1x= 350.4641 ksi , ( Fe) ly= 257 . 3217 ksi , Fe= 94 .01746 ksi , F= 39 . 61536 ksi The allowable compressive is F= 39 . 61536 ksi , Net area= . 959 & F . S =1 . 92 The allowable Vertical Column Load . . . . . . . . . . . . . . . . . . . . . . . Pa= 17 . 72375 kips This LMT upright with beam spacing @ 30 inches has a Cap . . . P' = 35 . 44749 kips. All LMT column sections (flanges , webs, and lips ) are fully effective. <Print Screen> if you want a hard c(,r)y of this data. Press any key to continue PREPARED HY DRAWING N0. SEISMIC LOADINGS P. TINDAIT EY R°-7 Lid C .G. F�SPECIFIED 15FEB91 REVISION U.B.C. SECTION 2312 & STD. 27-11 NO. DATE BY 4 .4 3 .5 3 .3 2 .66 2 .33 2 .2 1 1 1 .33 1 .17 1 .1 759. 0 1007. 82% 78� 0 8 .22 7 .25 7 .19 6 .28 6 .21 6 .17 S .18 5 .14 5 r--.33 5 .24 4 .11 4 --.27 4 .19 4 .14 3 .08 3 --.20 3 .14 3 .10 .05 2 .13 2 .09 2 .07 2 .03 1 .05 72� 1 .04 71 1 717. 1 11 .07 73% 0 12 .15 11 .17 11 .14 10 -.18 10 .15 10 .13 9 '-.7_U 9 .16 ° .1 9 .11 8 .15 8 .12 8 .10 8 .18 7 .14 7 .11 7 .09 6 .13 6 -.11 6 .09 6 .08 5 -.11 5 .09 5 -.08 4 .06 4 .09 4 .07 4 -.06 .OS.04 3 .07 3 .05 3 .05 3 2 .04 2 .04 2 .03 2 .03 1 .02 70% 1 .02 709. 1 .02 70 . r.- 0169l 0 0 R-9 ..�••... ICBO Evaluation Service, Inc . i { A subsidiart,corporation ot the International Conference of Building off icia Is Report:No.1372 EVALUATION REPORT June, 1990 Filing Category:FASTENERS-Concrete and Masonry y Anchors (0661 the iTW RAMSET/RED HEAD SELF-DRILLING,NON-DRILL, the anchor set its descriInstalled in lled holes bed above theng a selfdiameter drill ogranchor tThe STUD.DYNADIOLT SLEEVE.TR e as WEDGE, allowable shear and tension values are u set forth in Table o.111. MULTi-SET Il CONCRETE ANCHORS AND D rTW RamsedRed Head Dvrtabol(Sleeve Anchor:The Dvnabolt STEEL DEC'K INSERTS sleeve anchors are designed to be installed in a predrilled hole equal to the iTW RAMSET/RED HEAD anchor diameter and are expanded by tightening the hex nut or hrad-style 1300 NORTH MICHAEL DRIVE nut with a wrench or screwdriver.The extemsl shell or expansion sleeves are stamped and formed from commercial quality carbon steel or stainless WOOD DALE.ILLINOIS 60191 1. Subject: ITW Ramset/Red Head Self-Drilling. Non-Drill. Stud, steel meeting the minimum o 16 r tare of AISI ended of Type SM, Dvnabolt Sleeve.Truboli Wedge.Multi Sel II Concrete Anchors and Steel respectively,in conical '__'and ars I6 Rouges. 'the threaded expansion pins with integral conical expander are loaned from carbon steel or stainless Deck Inserts, steel meeting the minimum requirements of AiSi C-1010 or Type it.Description:A.ITW Rsmset/Red Head Selr-Drilling Anchor:The respectively Holes are drilled into the concrete h masonryrequired iTW Ramset/Red Head anchor is a self-drilling concrete expansion shell locations of the same dumeter u the nominal anchor diameter.The anchors anchor with a single cone expander.both made from heat-treated steel.The are placed in the hole and the nut is turned until the minimum installation requirements of AI51 S tiff. torque u indicated in Table No,IV is reached.Allowable shear and tension steel for the body conforms to the minimum req Pe values areas art forth in Table No.IV. cauon C 12L 14 and the steel for the plug conforms to the minimum require• trietitso(AISlSpeeificationC IU10 T3ieanchathaseightsharp Will stow E. iTW Rmstam/Red Head Truboll Wedge Anchor: The Trubolt end and is threaded internally at the other end.The outer surface of elle in s one d lightweight aggregatenchor%consist of a concud reteto^csete o' vu oartype of in s suengtghsc The an• tubular shell at the toothed end his annular broaching grooves and four milled alio.At its threaded end,the anchor is provided with an unthreaded chars are cold formed m machined from either zinc-plated and Chromate- rhuckingcone which hat in annular bleak-.( groove at its base for break- 7jPV edacrt�h rs meet theminimumipped steel. aiv onremen carbon steel C-1013 tlo AISI C. chucking off the come for flush mounting. Anchor shell and expander cane are 1022 and AISI C•1213 carbon steels.or Type 302HQ„Type 303 or i)ipe 316 eierov*posit zinc and chromate plated. am cuball or stain. The anchors are installed either by a Model 747 Roto-Stop Hammer,by stainless steels.The expander skcvesrements o{AISI C 11010 or type 302, au or electric impact hammer,or by hand.The anchor is used as a drill in less steel meeting the minimum req forming the hole in the concrete. After the hole is formed.the anchor is respectively.The ardor stud is threaded at its u end oriel has a straight removed and the hole Rh Heid plug i seeds into the depth botof t e hole is regulated formed.yll ndriA sal Ktnighction reduced tapertdt section enlarge^n diameter �no r sleeve s to by the drill.hock to insertion in the hole.The concrete anchor is then driven over the plug, increase the diarhe expender of the±Ing.which r nag as the stud a tightened the hstu in the Cawing an expansion of the anchor in the hole The chucking end of the coneconsists ofrete olespl?t ling elemrm with at"coined" roove ateach end The anchor is broken of(with a hammer blowexpander ring is designed to engage the walls of the concrete hole as the Verification that the anchor hos been installed properly n evidenced by tapered tion of the stud is forced upward against its interior.Cold-formed the fact that the anchor does not project above the surface of the concrcie and anchor studs are available.lily for the 'i4•, s/a-. 'h sh- and la-inch. that the red plug is visible at the bottom of the hole. diameter wedge anchors. The allowable shear and tension values are u set forth in Table No.I The anchor are installed in the field by drilling a hole in the concrete-,the B.iTW Rarrsset/Red Head Nnn-Drill Anchor:The non-drill anchor is same nominal size u the anchor size,to a depth greater than the length of designed to be installed in concrete 1n a predrilled hole.The shell is formed embedment desired,but no less than the minimum embedment. It is not from steel meeting the minimum requirements of AiSI C-121_14 and is necessary to clean out the hole prior to the installation of the anchor. provided with internal threads at one end and a plain hole at the expansion provided the hole is sufficiently deeper than the desired embedment.The end which is divided into tour equal sements by radial slots milled axially anchor is then upped into the hole to the embedment depth desired,but no along the length of the shell.A series otannular broaching rings are cut into less than the minimum embedment.A standard hexagonal nut and washer the expansion end of the anchor The anchors are set over a hardened steel are used over the material being fastened and the nut tightened until the conical-shaped expander plug by driving the anchor flush with the surface minimum installation torque u indicated in Table No. v is reached.The of the concrete. The heat-treated plug is of steel meeting the minimum allowable sheat and tension values are as set forth in TLble No.V. requirements of AISI C-1010. F.iT W RamoeURed Herd hlultl•Sel iI Anchor:The multi-set anchors The anchors are installed in drilled holes having a diameter and length the are designed to be insulled in a predrilled hole equal to the anchor diameter. sabre as the anchor After the hole is firmed. all Concrete cuttings ate The anchor consists of a shell termed form carbon steel Of stainless stat removed and the anchor is set in a manner idenncal to the reit(-drilling meetingthe minimum requirements of AISI C•1213 or Type 303,respec• anchor The allowable shear and tension values ate as set :a.... it Tsb.e tively, lid an expansion plug tormed from carbon seed or::tainicss x; No. II. meeting the minimum requirements of AISI C-1010 or Type 303.r-spec C.iTWRemset/RedHeadStudAnchorsN�s�11oaisURedH tivelyNeexpansion end isdivided into fourequalseltmentsbyradial sloss. stud anchor is a non-drilling anchor which pm protruding y The expander plug is preassembled and is cylindrical in emss section. threaded stud when in and is firmed from steel meeting the minimum The anchors are installed in predrilled holes with the depth and diameter requirements of AISi C-1213.The anchor body has A""'a'hole,axial slots and series e(annual broaching Hogs. the expansion no of the anchor.A :or each anchor Birt listed in Table No. VI.After the hole is driaed,it must flanged,conical ex insion plug of steel meeting the minimum requite- ix cl areal of all Cuttings.The anchor is set ll instilling the expansion shell p and then driving the cone expander with■setting tail.A special setting foal menta of AISI C-1010,is preasscmhled into the body �_� _ A members the rod e Upon i F.raluallonnpor►soJICnoEvaluauonService,J!"ttobr issueurdalrrrlrnte Nnj!riie ice!htoprovmNesorann to rehrral!ributttnotip�if aj(v n:sednoise which the report u bared.F,valuation also r"art an endorvement lir recommendation Jnr rsr of Lite suhiect apart. This apart is bared upon independent torts or other technical data submitted by the applicant.The 1CB0 F,iwluaNun Service,Inc.,rreNnfeal Staff ties Implied,al a oily 'Finding"t.-rst or other motrer is the report cr as to any product r.vrnd Ey the report. Thit T his rep the test ,suits and/or other data•but doer nor parr•is tett jaelilrus to make an independent veriCcadlon.Then is as uverraniy by CBD Evaluation,Service,Inc., express or imp ,�� dlseleimer includes,but it sot I'm Ad to,a+rrchantability. �.__---- — Pape t of a i R-9A Report No.13722 Prge 2 of 6 _ is provided%s ith each an:hor site When the cone expander is driven down Findings mtothe anchor the legsof the shell expand.The allowable shear and tension 1V Findings:That the 11,W Ramset/Red Head fasteners described in loads are as.et forth in Table No V1. this report arc alternate types of anchors to those specified in the 1988 &ITW Rarnset/Red Head Steel Deck Insert:The steel deck insert is l niform Building Code,subject to the,following conditions- designed to be placed in steel denting,before concrete is poured.whem a hanpng fastener is desired The anchor assembly consists of two mafor 1 The allowable shear and tension values do not exceed those eel pans.a headed stud and a coupling,both of cold-rolled steel meeting the forth in Tables Nos.1 through V11. minimum requirements ofAISIC-Io1U 101 B.The couplinp.isassembledto 2 The minimum spacing,edge and end dlseances conform to re- thc stud and is internally threaded to receive.a threaded rod.A spring clip sluirr iniments m forth in the tables. assembly locks the steel deck insert in place. 3. Allowable loads for anchors subjected to combined shear and The anchors are installed in A hole drilled through the steel deck and are tension forces rare determined by the ratio of the actual shear to placed before concrete is pouted The hole must be drilled in the renter of the allowable shear plus the ratio or the actual tension to the the flute or rib. Spacing of the anchors along the rib or flute shall be a Towable tennbe not exceedinL 1.00. s" min-..-um of 19 inches on center.The insert is pushed through the hole such that me spring clip expands on the underside of the deck and locks the insert 4. Anchors are not subjert to vibratory or shock loads such as firmly in place The deck must bi:a minimum No. 22 raugesteel deck supports for ledprocating eugines or crane rails uoleu ade. institute Type W deck with 1,12-inch-high flutes and minimum 3-inch quacv Is determined by tests with results approved by the local concrete cover over the flutes.The allowable shear and tension loads are as 5 biro dlow�b��rr��uas indicated in the tables are maximum valva tit forth in Table No.VII. H 1989 Supplement to the U.B.C.: This report is unaffected by the 6. Expansioand they n f anchors lother thanself-drilling re not to be inc"xwd for wind or type)type) be Its- Supplement. a Supplement. raped with a carbide-lipped masonry drill) I. Identification:The concrete anchors are identified by their dimrn. stalled in holes fsred %tonal chaucienstic and the anchor size stxmpr_d on the anchor The conical- tynufaetureJ within the range of the maximum and minimum shaped expander plugs arc colored red See Figure No 2 for additional drill trip dimable es�a„h n ihStais ndard B-44.12-19r 44 12 19Tf for the al. details. III F%idence Submitted: Product brochures. calculatinn%. results of 1'his report is subject le rr-examination in two years. shear ann tension tests. I G R-9B Report No.1372 Page 6 of B , � �.$+� dee• $ .g ,io. . ��rp•� 88 ,r..on,n n n ". e ' FA �Ew E:Pn RQ'^ H $� ^'OO ��_7 iD�- ,qn i0� ��A iT� 'UFA rsr rN.� .p,D r�•j _n n 10 S AAA A N P _NN � •-, H•ti ar �p -p p �/1� p 1E� Y l ow QOM .p 1 n �O Vl �1•� C�r �_� ��^ �r� Y'�If _ 1_ � � M _ �bll^ M�P O'P �O V1 C.! �rryP I•,_r ��� �Ff -- bNr r.,Oa r•O �^ � _NN N r, NO'n H,W,D has n rR J ^ I� pp_NN po NN NplN � pp QQp„ O 81IryV 9 r � R+P RU FRA an,� P�p� < L + .I,- in Y', r♦ nC/. •,0F Nom.o O9� -111��� �+� v •__ _NNOO -,n 14 nIf! :w M,O fv1� a 3,_. Y �rt, ��W iDrlO Nr�`{ O!�� '1 OO N i ^_ _MI•S •�N..1 Mt.,f t.,•,O lN.ry b YW. i � ` .II'•••I77 -N M N e•�1 .+i �n Vt I••.P a r rrr �n �- - -g g vry�S._' pryryo Q$ 9z:_ ., ^e.n g �•. O Q y� p.0 q n ,e+., CIO OX.r-, YO- ^1 "^ i F� l! ,'�"� $7S$ G,l�^_ �e,�,3 .-�� 9S a�� MMM iia _.� __N _NN Nnf .•,,er p eQ = GV, ps rpQp Q n r OHO'} oR psq `QQ 1+ � anR �-P nRst M=j Rva �f11O �^ �� r�O e•� a i2+ M19 gst-, +v 'ppjO `�i -� __N -.riN Nr,- --- .•.ri x I /■( '•1 " ,D � f � own O p g a fWIM *s+{ _i++.w r_r��r.'1, .�rhf,8�..,�o p/v.c.�,,N_o�ff V�r'Op/�,,'gap}p"'�i-�•� Oi�N-r,$p/•� .gO_iry•3Q=_Q.7�5 �N��.eI"r!�r NHfPQiejheF�e . � �� —r$- �S Q8 Yo C a, sm 2 Ct ii P py� �F- 20." +te� �pryjjr'.N.r'l.No^ p_ �11�y _Na ..pp.©©y pp pp pe- ��yy pp pvv,, Mr, fpppV..�1 111 � ep 8r fe+, �v/ry,� pp�p eeii ep�/J,pp� t 'rOi.p J'!ON RP.Ml MP ,�V,iS• �ON ^ = S T -1 mid Nn.O tr tl0 OXY P^? I - N _ Nn - O+ -- Y��-O. -N -. II ? -_ - - � i•anr• :n,bQ �Om inO :. mO � -N .nw Ns.D Nv,r .n,oP e..qc •np_ � I-. LimBALLET RACKING r The LMT design represents the most proven,up-to-date concept In a boltless, easy to assemble, durable stor- age racking system.You will see that precision parts ; are manufactured to provide ease in assembly, LMT pallet rack has the capabilities to quickly handle changes to meet your needs today,as well as a wide ;o range of applications for tomorrow's storage. :v ` .Iv FRAMES ` e .o ° °e • STANDARD-DUTY RACK LM15 Upnghf ° The basic systems of modular pallet racking for all regular storage applications, with strength ; ;Qo u and safety at realistic costs. \ ;o°o • MEDIUM-DUTY RACK t M20 Upright ao The popular range of pallet racking in seismic °o0 ,a ° ;°oo areas. 4g .a aQ • HEAVY-DUTY RACK LM30 Upriaht vo Features 3"square columns. A rack system fcr ;o0 °°o the heavier loads and the high rise,high cube P Qo application. \. ;a°°o • SUPER-DUTY RACK Re-Enforced Upnghts ao These uprights are offered on application aQ only. The uprights offer additional strengihs where impac+ properties or greater load U 0 requirementsareneed ed.SubjecrtoInquiry BEAMS SECTIONS BRACKETS • ROLLED FORMED BEAM BRACKET FEATURES The LBF series is our most cost effective beam with depths from • The three stud connector has an ®- 0 31/2"to 4112".This beam can span up to 168"for standard and attached safety lock for a safe medium pallet loads, and reliable connection to the o upright frame. • 0 • While most manufacturers only use �. r • CLOSED BEAM two studs in their design, LMT 6"3 Shad&c ket The LBC series is our highest capacity beam with depths from beam bracket is one of the most 3'to6".This beam con span upto 168"for standard and heavy efficient designs on the market. pallet loads, • OPEN BEAM STANDARD BRACKETS i1�1 0 r The LBO series is for lightweight pallet loadsand hand-loading. 3 stud connection with automatic - L This beam can span up to 141 with depths from 2"to 3 112" snap lock. High stability and effec- tive load distribution to the upright frame • Z­BEAM • 4stud bracket available(is required The LBZ series is for hand-loading items.This beam can span on iarger beams or when specified up to 120"and has depths from 2"to 3". by LMT Rack Engineering Dept. 8"4 MW BW 4 2 J, Si NUNN k-t ems "Pf4" � ,�.� is�t "'• �•`'', `, 1 s f s * - ,. � t� I I y i, •tit � J... i �IAidis ' fi. •• - _ �. r... .w..1. Till � r i'W� 4J r� male i+..Iw.. i J •v:� �,,fir o^ t{ul �a w�• . J s �.L'. • Lftmr FRAMES HOW TO USE FRAME CAPACITY CHARTFRAME �CAI'ACfTiES rolU�lonnr.d steel design man Lood Capac lty and Dtllect!on After determining clearance between shelves and selecting total required ca- eo — pacity for frame; Read vertically from maximum shelf spacing to point where capacity shown equals or exceeds re- 70 quired total frame load, LBF354 UPRIGHT FRAME FEATURES 60 There are absolutely no dead spots along full height of the column,permitting beam r :_ placement freedom. Each column has a pQ 9.998 0 CXff- _._ foot plate pre-punched for lagging to the a - 9.129 010 floor. Z LM30/T5 8,399 012 1.777 0 14 40. 6.99 018 MAXIMUM RIGIDITY AND STRENGTH ' ' ' 6.773 Div The placement of the bracing Is calcu- 22 5'399963 0z laced to meet individual upright section 30 J1 5.675 027 5.384 030 requirements. The horizontal and diago- 5121 033 nal bracing, (1 1/2 x 1 114), are inserted = _ _ _ 4.883 037 4.666 040 and mig welded directly to the columns. 20 4.467 044 4.374 0.46 COLUMN FACTOR OF SAFETY 4,285 04 The factor is based on minimum yield to 3.62 0.55 point of 1.92, which conforms to stan- 9:8695 06633 dards of the American Iron&Steel Institute 3.280 0,67 (AISI) and Rack Manufacturers Institute °0" 50" 60" 70' BO" 90" 2,975 070 100" 2.711 0.13 (RMI). to 40 2.480 077 BEAM SPACING IN INCHES 2,278 0,80 1,941 081- 1.673 093 COLUMN SECTIONS BASE PLATES - STANDARD 6 ?,,. _ 1S� r 3 ', r LBC30 l LBC3 a LM15 LM20,LM30 BP•ib BP-20,SP-30 SEI;, _IC 11.450 011 29 -T� 10 455 013 31 15M .� _ 3 �, 9.618 0 15 34 8.906 0 18 36 ^ 8.015 0.22 39 " - 1,757 0.23 40 d6, 7.287 0.27 42 1 9 SOF 6,870 0.30 45 -.� 6.499 0.33 47 6,165 51 1 i� 5,866 0.41 61 LM15 LM20,LM30 BPS-15 BPS-20,BPS-30 5.592 0.45 54 5.343 0.41 56 REINFORCED 4965 0.53 59 4.760. _Q_�...... ..__�_. 4,568 0.64 60 29 4217 ^.57 62 f0 3,901 0.59 65 v 3,62x: 0.61 67 168 (—f 3,316 0.63 09 12 J , I 1 11 2.763 0.70 76 3.938, 0.73 79 .589 2.16 0.80 86 LM20/15&LM30/15 LM20/20,LM30/20,LM30/30 SBP-20 S!1-'JO 1884 0.93 99 _ —_, OWNER APPLICATIONS i { •y� I ,tl _j x For Your Other Specialized Racking Needs — CAT 0 LMI ins CAT-INIT 10 CAT 401MI 107 CAT 0 LUT 10, MH1 rHE MATERIAL HANDLING INSTITUTE,INC Drive-in Wrsa & ft, Cantilever • MEMBER COMPANY StorageStorage Storage ' Systems Systems Storage Imams Systems Systems "I M ' RACK MFG. INSTITUTE DISTRIBUTED BY: T imLODI METAL TECf 1, INC. P. O. Box 967 / 213 S. Kelly St. Lodi, California 95241 Tel: (209) 334-2500 / Fax: (209) 334-1259 Write or call for a free catalog on any of the other systems or materials Lodi Metal Tech offers the material handling industry. Ask about Lodi Metal Tech's Quick Ship Program. LMT 15M 6/92 CAT # LMT 106 Limp SEAMS ur Uniformly Distributed Load. Load Support Booms Longer than 168 0,of Special Capacity are available upon request. Design or beams conforms with American Iron and Steel Institute light gape al.Safety Factor Is 1.65 based on steel with minimum yield strength of 45,000 pounds per square inch Willi Ilfntled to 1/160 o1 span NE-PIECE CLOSED BEAMS OPEN BEAMS 6" BRACKET STANDARD M :v 6" BRACKET STANDARD !'e 1 K 1'h %" i sK" LBF404 �- LB464 1 lBF453 1 IB020" r LBM L8035 t -, a ti 16Iia T- 3U 113 0.09 13,529 008 34 3.249 0.19 21 7.486 011 27 32 1.03,68 011 12.447 0.10 36 2,989 0.22 22 6.887 0.13 28 34 A 0.1311,525 0.11 38 2,766 0.26 24 6,377 015 30 37 6 016 10,372 0.14 42 1 2A91 0.32 25 5,739 0.18 33 __ --- -- 38 0.11" 10.038 0.15 43 2A10 0,34 26 5,554 0.19 34 40 0.19', 9.430 0.17 45 2,164 0.37 27 5.217 0.22 36 47 law 0.21 8.891 0.19 48 1,916 0.39 29 4.919 026 37 44 0.24 8.410 021 50 1,713 0.41 30 4,653 0.28 39 46 6 0.21 '.. 7.979 0.24 53 1.542 0.43 31 4,415 0.31 41 48 0. 7,590 0.26 55 1,395 0.46 33 4.199 0.34 43 50 .013 0.32 7,237 029 57 1,268 048 34 4,004 0.37 45 52 .746 0.35 6,915 032 60 1.158 0,50 35 3:826 0.41 46 54 501 0.30 6,621 0.35 62 1.062 052 36 3,663 0.44 48 55 J 1 0.10 6,483 0.36 63 1.018 053 37 3,587 0.46 49 - --- -- 56 3' 0.42-� 6,350 0.38 65 3,514 0.48 50 58 .0V 0.45 6.101041 67 3:376 052 52 60 AM 0.49 5.871 0.44 69 3,248 057 54 62 ,1111 0.63 5:668 047 72 3.130 0.61 55 64 Sib 0.57 5.459 0.51 74 2,923 063 57 _6_6 ----_-... ...-- __.___ --- 67 - 68 .709 0.6� _ 5786 0.56 78 - 2,638 0.67 60 7 1!M 0.69 4,939 0,62 81 773 2,392 0.70 63 14 3.113 0.73 4,715 068 85 6610 2.180 0,73 65 17 3.152 0.71 83 4,510 0.75 89 5.211 1994 0,77 68 80 1110 080 _ 4354 080 92 ' ,6,964 1,832 0.80 71 ___...__ -V6 ..-_ 8 .i)1 087 � 3.e25 0 99 - 07 1F!'2,3" 099 3,125 0.93 106 IWO-PIECE CLOSED BEAMS a" BRACKET STANDARD BRACKET STANDARDP 2%" r 2%".1 2%q•- 24" - 2h"i t 2%' Y 111"I 1 ' "1� l IN. BI• BIN' BM" 6' ' LBC40 t LBC45 LBCSO { lBCbb 1 LBCSSA LBC60A I �it oa Q N C. 99 16,563 0.08 19,623 0.01 36 22.928 006 38 26668 0.06 35.806 006 52 0.05 I 42 oil 15 41 0 10 35 '`'.7 825 0119 37 10.934 008 41 ¢12W 0,0` 32,692 0.07 56 7 0.07 46 U 13 13,ti19 0.11 38 6,300 0.10 19.259 009 44 312 0. 30,077 He 60 34 0.08 50 015 12.898 0.13 40 8,1M 0.12 17.833 010 47 20,61V 0.t 27,849 0.10 65 31,758 Qtfi 54 0.18 1 1,608 0.16 44 3,866 0.16 16,660 0.13 51 16,11113 0.1- 25,664 0.12 71 664 0 11 60 0?0 1,233 0.11 46 32Z_4.16 15,532 014 53 17,9+ - .1 74,255 0J9 73 0.12 62 022 4 10,553 0.20 48 2A24 0.16 61 14,591 0.16 56 16'08 0.1 22.785 0.15 77 0.13 66 025 9,950 0.22 51 1,714 0.20 54 13,757 0.18 59 16,187 0.1 21A83 0.16 81 0.15 70 0 7d 9.412 0.25 53 1 J-21 0.22 56 ° 13,613 030 61 151176 0.1 20,322 0.18 86 11 0.17 74 031 .___ 8.929_ 0.28 _-_56 17•_0.26 -_-- 69 12,346_Q22_--- 64 14 _0. 19_280__.__0:20 90 _ 0.,19 _78 034 8,444 030 58 0,000 0.27 62 r 11.744 0.24 67 13AOB 0.22 1 18,339 022 94 0.21) 82 0 38 8.099 0.34 61 9.634 0.30 65 11,197 0.27 70 12,97! 0.25_ 17.456 0.25 98 0.23 ' 86 041 7.739 037 63 9,111 0.33 61 i 10,700 0.29 73 12395 0- 16.709 0.27 102 0:25 90 045 7.409 040 66 8.123 0,36 10 10244 0.32 76 11 me 0. 15.998 0.30 107 U..: 1 94 047 ._ 7.255 0 42 67 p,441. o of 11. i�1 0 _e_ 11 1 ._�• 1 1-,605 0.31 . 109 _1_ .._._..,1' vb 049 7.107 D" 69 8,367 039 7 9,826 0.35 79 11.384 032 15,345 0.32 111 030 1 98 053 6 "' 6.828 047 71 8,039 0,42 91441 0.37 82 ":10.937 0.35 14,743 0,35 115 8112 032 1 102 057 60 6,570 0.51 74 7.733 0.46 ' 9.086 0,40 8510,524 0.37 14.187 0.38 119 16,168 035 1 106 061 6.332 055 76 7,454 040 8,754 0.43 88 10,142 0..40 13,671 0.40 t2? 580 097 1 110 C.63 6.10979 J,19J 053 84 8A47 0.47 90 9.786 0.43 13,192 0.43 128 0.40 1 114 0675.804 0,65 83 6.833 0.58 88 8,025 0-52 95 0.207 0 45 12,532 0.48 134 282 0.45 1 120 0.70 5.376 0.70 86 6,508 0.64 92 7,643 0,57 99 8,854 0 53 11.935 0.53 140 AM 049 1 126 013 A.M 0.73 90 6.212 0.71 96 7,295 0,63 103 8451 058 11,393 0.58 147 ,. 11840,54 132 077 4A81 077 94 5.902 077 107 6,978 0.66 108 8.084 064 10,897 0.64 153 2A19 0159 138 0.80__ 4.116 0 80 1G .80 98 SA20 04 6,681_075 112 1,747 0.69 10,643 0.69 159 144 3.�5'7 087 - -*-,&.R,-,-- -75 --- toe rd � 6.n5 oe7 121 7.IE�"u, irz q 1�6 0lfE 31123 0.03 113 0,910 ft" Ile 5.272 093 129 6 0: 6,845 0,93 184 168 LV ACCESSORIES ir SKID CHANNEL; t or use with any Lood Support Beam. ROW SPACER Four 7/16"x t' bolts with nuts j _ Included with each row spacer. T Frame 2 U Depth Part No Wt Cap l Standard 30" SC-30 8.5 970 4\ Spacing Part No. Wt. 36" SC-36 10.0 800 } 4" 40" SC-40 11.0 715 ° 4" RS-6 1.0 44' "SO" 12.0 650 ° 8" RS-6 17 48" SC-48 13.0 590 10" RS-10 2.0 60 SC-60 17.0 470 0 ° 12" RS-12 2.3 18" RS-18 3.1 Frame24" RS-24 4.0 Part No WI Cap 0 36" RS-36 6.0 I2I" /- Depth ° 48" PS-48 8.0 Heavy Duty 30" SCH•30 '1415 3350 ° 60" RS-60 10.0 36" SCH-36 13.5 2720 0 0 72" RS-72 12.0 "i 40" SCH-40 15.0 2420 ° Q 44" SCH-44 170 2180 ° 4" 48" SCH-48 180 1980 ° 60" SCH-60 22.5 1560 0 OPUM C-RAOI r Mndet f x For use with any Load Support " Beam to prevent drum from rolling. FORK CLEARANCE Base of cradle fits over top of support Frame beam Can be used singly or In pairs BAR Depth Part No. Wt. Use with any Load 2" Shipping Weight each 3 lbs. Support Beam 30" FCB-30 5.0 ✓ 36' FCB-36 6.0 / 40" FCB-40 7.0 2112" 44" FCB-44 7 5 48" FCB-48 8.0 60" FCB-60 10.0 WAIL TIE Two 7/16" x 1" bolts with nuts Included with each Wall to Column Part No Wt CROSSBARS 0 Face Without Flanges Should only 4" Wt.-4 1.8 be used in 6" Wt.-6 2.1 3" outer support 8" Wt.-8 2.4 positions. 10" Wt.-10 2.7 12" Wt.-12 3.0 With Flanges Depth Depth of Part No Wt Cap of Part No. Wt. Cap COLUMN PROTECTOR Frame Frame Standard Use with beams having 114"step. 30" CBF-30 3,5 465 30" CB-30 3.0 465 36" CBF-36 4.2 375 36" CB-36 36 375 40" CBF-40 46 335 40" CB-40 4.0 335 0 0 44" CBF-44 5.0 280 44" CB-44 4.5 280 0 Model Height Wt. 48" CBF-48 55 230 48'' CB-48 5.0 230 60" CBF-60 6,8 140 60" CB-60 63 140 CP-24 24" 14 Heavy Duty Use with beams having 11/2"step. 30" CBHF•30 4 7 1340 30" CBH•30 4.0 1340 �>1 36" C8HF36 56 1080 36" CBH•36 5.0 1080 s 40" CBHF-40 6.2 955 40" CBH-40 55 955 44" CBHF-44 68 860 44" CBH-44 6.0 860 Age 48" CBHF-48 74 780 48" CBH-48 6.7 780 60" CBHF-60 8.6 615 60" C81-1•60 84 615 5 INSPECTION NOT_CE City of Tigard Building Depertmant 13125 Sw Mll Bled. Tigard, Oregon 97223Ph Inspection LiiJne,((RRoc-O-Phone)s 66339-X44175 Business one: 639-4171 Inspection: Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Pound. Plbg. Tnp Out Gas LineINAL Post/Beam Struct. San. Sewer Framing ) i Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Rd. -Koch. Date Requested/ /:- 0 — 2.2 �-r Time: n AM PM 7' Address: 7a ✓ C'J C�C�� O�_ Permit 0: a"-2 �- 2 guilder: f/L- �C{/� THE FOLLOWING CORRECTIONS ARE REQUIRED: �' / ✓� n ?/2 F(7 ,r Inspectors Date: / 36 2 i PPROVED DISAPPROVED —_ APPROVED BURJECT TO ABOVE Call For Relnap. PECTION NOTICE ✓ 6 �S �L/ if City of Tigard Building Departaent 13125 SB Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone): 639-4175 Business Phones 639-4171 Inspection:--______ — Footing A Underelab ech. 07qh-in — Appr/Sdwlk Found. Plbg. Top Out Gas Line FINALS Post/Beam Struct. San. Sewer Framing -Bldg. Lost/Beam Mach. Rair Drain Insulation -Plumb• Plbg. Underfloor Water Line gyp. Bd. -Koch. Date Requested: -el v— — Times — AM —_PH Address: L — L- Permit tter- //� Builder%— LLLSSSGGG__ THE FOLLOWING CORRECTIONS ARE REQULRED: Inspector: _. —_ Dates --- APPROVED DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. TUALATIN VALLEV FIRE & RESCUE AND _ BEAVE_RTON FIRE DEPARTMENT 1 FIRE MARSHALS OFFICE d RE (503) 526-2469 POSTED: FS � � OCCUPANT �- i `7y CONTRACTOR 1I BLDG. PERMIT 0 PROJECT NAME /�/�L T r{Jd r162 _ PLAN REVIEW 1i LOCATION l j�CJ "0) (jq,,qt1,vA JURISDICTION: 1= Be. 2= Du, 3= R,C.C4 . 5= Tu. 6= Sh. 7= Wi, 8= CC 9= WC 0= MC COVER FILIAL ( SPE FOLLOW-UP/REINSPECTION ATTEMPTED FINAL EJ Framing El Separation Walls Sprinkler System R Shaft El Fire Dampers (Overhead/Underground) Alarm System l_.I Hood Extn.g Systems ❑ Conference Spray Booth Ceiling Cover Other 4C L '� 0 r , of h✓-,u,S e / +� Cal d-*2 a��J j LA1- ,� Date; �� " �1 Inspector: ^ , Lam-. '► 3�6. Ingrz 10. NOTIC$ 8�� City of Tigard Building Department 13125 B11 Ball Bled. Tigard, Oregon 9722 Inspection Line 4Rec-O--Phone)r 639-4175 Business Ph% : -4171 inapections._—'�J� ✓ C ----- Tooting Plbg. Underslab Hoch. Rough-in ) Appr/Sdwlk Found. Plbg. Top out Cas Line FINAI.: Post/neem Struct. Sen. Sewer Framing -Bldg. Post/Beam Hoch. Rain Drain Insulation -Plumb. Plbg. Underfloor Mater Line Gyp. Bd. -Hoch. Date Requeetedr __22�_ ---Times pM Address s ; 2 496J,1214-9,1" Permit Builder: �L- C�i Ae.'-l/ THR TOLAsWrwa cORRECTION8 ARE RRVIRFOs } Inepecto -^-------7-���---- DAte: �) L PPROVED -- DISAPPROVED APPROVED SUBJECT TO ABOVE Call For Reinsp. IMS ECfIQN BICE City Tigard Building Department. �rr� 13125 811 Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-G-Phons): 639-4175 Busineas Phone: 639-4171 Inspection: Footing Plbg. Underslab Mech. Rough-in Appr/Sdwlk Found. Plbg. Tap Out Can Line j FIMAL: Post/Beam St.uct. Ban. Sewer Framing -Bldg. Lost/Beam Mach. Rain Drain Insulation -Plwlb. 11bg. Underfloor Nater Line Gyp. 8::. -Much. Date Requested:1� 'rte LTyi�me�: _AM QPM Addreess s- _.� _ � glvt C,I f: Builder:____C�6c TBP FOLLOWING CORRECTIONS A REQUIRED: Inspector: —_ Date: APPROVED _ DISAPPROVED V _ APPP.OVED SUBJECT TO ABOVE _�811 For Rainsp. �NSPECTIQN NOTICE ��� � City of Tigard Building Depart-nent 13125 SW Ball Blvd. Tigard, Oregon 97223 inspection Line (Roc-O-Phone): 639-4175 Business Phone: 639-4171 Inspection:_____ — —�- --_--- — Footing Plbg. Underalab Mech. Rough-in Appr/Sdwlk Found. Plbg. Top Top Out Can line FINALS Pout/Beam Struct. San.-Sewer FraminS -Bldg. Post/Beam Mech. rain Drain Insulation -Plumb. Plbg. inderf.loor hater Line Gyp. Bd. -Mech. Date Requested:_ /4 `> "y�c._ Times AM PM Addreae: Permit #t Builder:_ THE FOLLOWING OORRECTIONS ARE REQUIRED: Inspector.: APPROVED -_�- DISAPPRQVRD _ APPROVED SUBJECT TO ABOVF. l -�Call For Reinap. INBUCPION NOTICE nQ � City of 'Tigard Buildinq Departs:ent L/� 13125 Bw Ball Blvd. Tigard, Oregon 97223 Inspection Line (Rec-O-Phone)s 639-4175 /Business Phone: 6639-4171 Inspectionr��M�'y�^-- Footing /Pibg. Underslab Mw lr. Rough-in Appr/Sdwlk Found. Plbg. Top Out gas Line FINAL: Post/Baam Struct. San. Sewer Fram�) -Bldg. Post/Beam Mach. Rain Drain Insulation -Plumb. Plbg. Underfloor Nater Line Gyp. Bd. -Mach. Date Requestedc �Q �C,_ Timai AN Y�—_PM Address- 7 �/.�. ____ /.�U�� /�'f� Permit 1s_ Builder-.Y _Z THE FOLLOWING CORRECTIONS ARE RZWIREDr I•-npectorc _. ----- --- --- — Date- .J -- AF?RnVEf� DISAPPROVED APPROVED SUBJECT TO ABOVE rAll For Reinap. CITYOFTIGrARD MECHANICAL C� 10 PIE Rh1IT COMMUNrTY DEVELOPMENT DEPARTMENT oMwN F'E RM I T #. . . . . . : MEC90--017? 13126 8W HWI Blvd P.O.Bac 23W,Tipnd,Orqpon 27223(600)M4175 / 'SITE ADDRESS. . . : 7245 SW DURHAM RD #B. 167 PARCEL: 2S113AC-0010! SUBDIVISION. . . . : COUNCIL VIEW ACRES #2 & 1 ZONING: I-P BLOCK. . . . . . . . . . : LOT. . . . . . . . . . . . . s24 CLASS OF WORK. . tALT FLUOR FURN. . . . : EVAF' L:OOL_ERS: TYPE OF USE. . . . :COM UNIT !-HEATERS. . :4 VENT FANS. . . :5 OCCUPANCY GRP'. . :B2 VENTS W/O AFIF'1_: VENT SYSTEMS t STORIES. . . . . . . . :2 BOILE=RS/COMPRESSORS HOODS. . . . . . . : FUEL TYPES----___.___-- 0-3 HP. . . . -6 DOMES. INCIN: - /GAS/ / / 3--15 HP. . . . : COMMI.. INCIN: MAX I NF'UT:c50000 PTU 15-30 HP. . . . : PEPA 1 R UNIT'S: l IRE DAMPIERS?. . :N 30-50 HP. . . . : WOODSTOVES. . : CTAS F,RES5URE:. . . :2 50+ HP. . . . : CLO DRYERS. . : ! NO. OF UNITS----------- AIR HANDLING UNITS OTHER UNITS. : FURN ( 100K BTU: 10000 cfm: GAS OUTLETS. : 10 I=URN ) =100K BTU: > 10000 rfm : kemar-ks : Tenant Im1pr. i ir•st tenant. Const tIt rms, offr..s, break rms, etc. Owner: -___._________.____..._.__.__.____ - _____..__..__ _.__.__________..____ FEES ____---- -- _ F,ACIFIC REALTY TRUST type amol-int by date recpi; 15L 1S SW SEQUOIA PARKWAY VIRMT f 9- 0. 00 PILI_ 09/15/92 - P'LCK f 50 FILL 09/ 15/92 I IL3tAffi OR 97c&4 5PCT' $ 4. 50 FILL iT�301 i9� i-11.1one #! 6L4-••6300 l.ontractor: CLIMATE CONTROL HTS & A--C 3315 NW 26TH AVE PORTLAND OR 97210 Rhone #: `23•--4393 $ 117. 00 TOTAL flay #. . c 62196 ----_- REUU I RE D I NSF'ECT I ON5 -_..__. ... This permit is issued subject to the regulations contained in the bas Line Insp Tigard Municipal Code, State or Ore. Specialty Codes and all other i+lecklanical InsP applicable laws. All work will be done in accordance with Heating Unt Insp approved plans. This permit will expire if work is not started Cooling lint I n s r.) within 180 drys of issuance, or if work is suspended for more Duct Inspection _. than 18@ days. Final Inspection Permittee I s s'_I e d 13 y: Call for inspection - 639-4i75 City cf Tioard MECHANICAL PERMIT Planck/Rec. #f-a�,?G 13125 sw Hall D±vd. APPLICATION Permit #,�f ,2-x/73 PO Dox 23397 Tigard, OR 9723 (503) 639-4171 — esaiption Table 3A Mechanical Code OTY PRICE AMT Job "Z r 1) Permit Fee -0- -0- 10.00 Address •r "-'—-- � �- -_ 2) Supplemental Permit 3.00 -Furnace-to 1100,000 BTU 1) incl.ducts R vents 6.00 MON Furnace lec" 00 0BTU+ Ownef2) incl.duds E vents 7.50 ZIP- -- rloor Fumailou -- 3) incl. vent 6.00 uspencT�Theater,waif henna L 4) or floor mounted heater 5Gi>•I 6.00 Vent not tnc Occupant P - 5) appliance permit 3.00 -Repair o ening,re ng. '"- --__ 6) cooling,absorption unit I 600 P.FeT dump,arcr co C11-I (h 7F- (,Qjt 1-19Q L 7) to 3 HP absorp unit to 1CUK BTU 6 6.00 00 - Boiler or comp,heat pump,air 737 7- •' zv 9? 8) 3-15 HP absorp unit to 500K BTU 111.00 Contractor Boiler or comp,neatpump,eir con . - p�? "(�,�`72 l" 9) 15.30 HP absorp unit.5.1 mil BTU 15.00 •�• —�" N. 3 or or or comp, at pump,air con L -% 10) 30-50 HP absorp unit 1-1.75 mil BTU 22.50 Thorbic ow ge t at ave read this app mabon,that the Boiler or comp, eat pump,air cond. -' information given is cared,that I am die owner or authorized agent 11) , 50 HP absorp unit 1.75 mil BTU 31.50 of the owner,that plans submitted are in compliance with State itmnbumt to laws,thnt I am registered with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, -----A`ir-Fa-6dltng unit - - -- please give reason below.) 13) 10,000 CTM+ 750 '— on portable --- 14) evaporate cooler 4.50 Vent fan connect - - _� — - 15) to a single duct - 3.00 Ventilation system not t 16) included in appliance permit 4.50 .... .a. Floodserved_. —_ --- & 17) mechanical exhaust 4.50 Describe work new addition a toration repair Commercial or industrial to be done residential Q non-residentia 18) typo incinerator 30.00 x sdng use of Other i.e.,woodstove,water building or property /¢� _ 19) heater,solar,clothes dryers,eta 4.50 Proposed use of 20) Gas piping one to four outlets ,2 16 2.00 Z,Q� building or property Ct� uy1"f- 1 ype of fuel -oil Q natural gas gj---tPG Q electricO 21) More than 4-per outlet ? tb Q 56 NOTICE - Minimum Fee$25.00 SUBTOTAL , PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5`i6 SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL .so AFTER WORK,IS COMMENCED. r �� _ �, 7d✓ TOTAL Special Conditions Date issued by kWMF0 ir►rr MM110�1iMJW CITY OF TIGARD RECEIPT OF PAYMENT RECEIPT NO. 02-231W- CHECK AMOUNT a 117. 00 CLIMATE CONTROL., INC. cAl*i AMOUNT a oloo iADDRESS 3315 NW ;'.'.(,TH AVE. PAYMENT DATE a 09/15/92 SUBDIVISION PORTLnND, OR 97210— PURPOSE OF PAYMENT AMOUNT PAID VIURPOSI: OF PAYMENT AMOUNT PAID 90. 00 ST. BUILD PER 4. 50 PLAN CHECK FC. 2 '. 50 TOTAL AMOUNT PAID 11.7. 00 C17YOFTIGARD BUILDING PERMIT y um Cq 4 PERMIT #. . . . . _ . : BUP92-0217 COMMON" DEVELOPMENT DEPARTMENT on"m 1.1126 SW HWI Blvd. P.O Box 23397.TigmM,Omgnn 97223(8031839-1176 SATE ISSUEDSL 09/1k/42 S'ITE ADDRESS. . . 2 7245 SW DURHAI'11 RD B. 167 PARCEL: LGii3AC­000711 SUBDIVISION. . . . : CDU14CIL VIEW ACRES #2 & I ZONING: I—P V-3LOCi�. . . . . . . . . . t LOT.. . . . . . . . . . . . . :24 REISSUE: FLOOR EXTERIOR WALL CONSTRUCTION— CLASS OF WORK. :ALT PI R S 7. . . . :22096 sf 114: S: E W1 TYPE OF USE. . . :COM SECONL, — :4404 sf PROTECT OPENINGS?-----__--_ TYPE. PENINGS?---------- TYPE OF CONST. :3N TH I RD. . . . : sf N: St E- Wz OCCUPANCY GRP. :B2 TOTAL—--------: 26500 .-,f ROOF CONST cB F I RE RET? i Y OCCUPANCY LOAD: i.34 BASEMENT. : sf AREA SEP. RATED: STOR. c2 HT. :26 ft GARAGE. . . : sf OCCU SEP. RATED: BSMT?:N MEZZ?iN READ SET BACKS-­­­­ REOU I if LEFT F."T- ft RGHT: f i: FIR SPKL:Y SMOK DET. 1\1 FLOOR LUAU. . . . : 125 p r, I L)WELLINU UNITS: FRNI - ft REAR t ft FIR ALRIvi:N HND ICP A,'�CzY BEDRMSs BATHS- IMP SURFACE: PRO CORRIN PARKIN3: VALUE. $ : 25CAOOO Reolar-kS. 'IeTlant Imps. first tenant. Const t1t rms, �iffcs, break rms, etc. Industv,ial TIF: $17, 645. 00, Mass Tv,arosit : $1, 430. 00, TOTAL $19, 075. 0171 0mierg ------------------ FEES PACIFIC REALTY TRUST type amnLt<lt by date r'0cpu 15115 SW SEQUOIA PARKWAY TIFD $ Q.1. 00 PRMT $ 806. 00 JH 09/021/92 230164 TIGARD OR 97224 PL.CK $ 525. 20 JH 09/02/92 230164 'hone 4% 62'4-6300 5PC1* 1 40. 40 JH 09/02/92' 2301,64 H. L. GREEN 15115 SW SEQUOIA BLVD, SUITE 200 Ilb"RD UR 97224 Phone #: 624-7717 $ 1373. 60 TONAL Req #. . : 41328 ------- REQUIRED INUPECTIONS -------- This persit is issued sabject to the regulations contained in the Foot/Found Insp Tigard Municipal Lode, State of Ore. Specialty Codes and all other Slat) Insp applicable laws. All wom- will be done in accordance with Framing Ins approved plans. This pervit will expire if work is not started I riSU I at i o p within IN days of issuance, or if work is suspended for tore Stleay. Wal 1 .1. ;p than 180 days. Gyp Board Insp Gusp Ceilng Insp Final Inspectioyi 000, JZ71 Pet-mittee Siqnati_tv-e ,1 01n; -.4 Isgi.ted By .,_,, Call for, iTisper_-tioyi 639--4175 /'/ ^ / CITYOFTIGARD � SEWER CONNECTION I \i� F'ERhI I T RD MIT #. . . . . . . : SWR9C"-0255 `«1Y�FYKS•r�K COMMUNnY DEVELOPMENT DEPARTMENT \ oemooN 13126SNWHWI13W. P.O.8mM97,11vo1,Ompon27:63;(�0.+>fi�'!'I6 DATE ISSUED: 09/14/92 SITE ADDRESS- - •7245 SW DURHAM RD #B. 167 F.1RCEL: 2S113AC-01 1.01 SUBDIVISION. . . . : COUNCIL_ VIEW ACRE'S #.- & 1 ZONING: I--P BLOCK. . . . . . . . . . . LOT. . . . . . . . . . . . . :24 IENANT NAME. . . . . IG—F—P SUPPLY CORP USA NO. . . . . . . , . . : FIXTURE UNITS. . . :57 CLASS OF WORK. . . -ALT DWELLING UNITS. . :3 T YrAE_ OF USE. . . . . :CUM NO. OF BU I LD I NGS: 1 INSTALL TYPE. . . . :BUSWR IMPERV SURF=ACE. . : - St Remarks : Tenant Impr. first tenant„ (An-,t tlt rms, offcs, break rms, Owner: ---___._____---________-----__._____.__ _--_-____________._._.-- FEES .__....__._._.._..._.__........_.__. PACIFIC REALTY (RUST type amount by date recpt: 15115 ';W SEQUOIA PARKWAY PRMT $ 6300. 00 JH 09/02/92 230.11�4 IIGARLj OR 972.24 Phone #: 624--6300 Dont ract or: ______._—•-------•----•_----____-- CONTRACTOR NOT ON FILE I-'hone #e $ 6300. 00 TOTAL Reg #. . : .------- REOU I RED INSPECTIONS This Applicant agrees to comply with all the rules and regulations Sewer Inspection of the Unified Sewage Agency. The permit expires 180 days from the date issued. The total amount paid will be forfeited if the _ _ �_— permit expires. The Agency does not guarantee the accuracy of the side sewer laterals. If the sewer is not located at the measurement given, the installer shall prospect 3 feet in all directions from the distance given. if not so located, the installer shall purchase a "Tap and side Sewer" Permit and the Agency will install a lateral. l ermi. ttee SiynatI.lre: I s s l.t e d By : Call for inspection — 639-4175 CIT" OF TIGARQ OREGON September 11, 1992 Mark Dahlen Climate Control 3315 NW 26th Avenue Portland, OR 47219 Projects: G.A.P. Supply, MSC 92-0173 7245 SW Durham Road Gazely 61:4q. A, NEC 92-0232 12700 SW Haat Boulevard Dear Mr. Dahlen: The plans for these projects were reviewed for conformity with applicable codes and are approved. Structurai suppports for roof-top units shall be inspected prior to .installation of the unite. All required insulation, flashing, and roofing material shall be in place as per building pians and specifications. You may get the mechanical permits for these projects at your convenience. 1f you have que.gtions, or if we may be of assistance, please contact us. Sincerely, 1 Jim Jaqui� 71/ Plans ExaMiner FAX 503-684-7297 13125 SW Hall Blvd., Tigard, OR 97223 (503) 639-4171 TDD (503) 684-2772 -- -- ---- INSPECTION NOTIck City of Tigard euildi.ng Departaent V �-^- 13125 Ow Ha1.1 Bird. Tigard, Oregon 97223 Inspe^_tion Line (ROC-O--Phone)t 6339^-4175 Bunineaa Phone: 639-4171 Inspections_ I toating Plbg. Underelab ` Merh. Rough-in Appr/Sdwlk Found. Plbq• Top Out Gas Line FINALS Poet/Beam St:-uct. San. Sewer Framing -Bldg. Poet/Scam Mach. Rain Drain Ineulatlon -Plumb. Plbq. Underfloor Nater Line Gyp. F.d. -Mach. D&tO Requested: V ZCA --1 tj x*f _ Timer AM PM Address t 7 Z 4 S 1 .r(/�lL�. Permit �L f" `f Z -oil 5^ .�_ t: THE POLLONTIO CORRRCTIONB ARE REQUIRED- Inspectors - natal APPRO'JED UISAPPROVF.D — -_-_- APPROVRD eUBJiCR TO ABOVE call For Reinap. C17YOFTIIFARD RD COMMUNITY DEVELOPMENT DEPARTMENT 131215 SW Hall Blvd. P O.Sm 23397,Tigard,Oregon 97223(UM)630.41 M -PT.-UMUTTqG PERM I PERMIT #. . . . . . . : PLM02-0115 DATE ISSUED: 08/2'5/92 SI ,'F ADDRESS. 7245 SW DLJRH�iftl RD 0B. 167 PARCEL: 29-113AC-00101 SUBDIVISION. . . . : COUNCIL VIEW ACRES #2 & I ZONING: 1--P BLOCK. . . . .. . . . . . : LOT. . . . . . . . . . . . . :24 CLASS OF WORK. . :AL.T GARBAL3E DISPOSALS. I MOBILE HOME SPACES- 1 TYPE OF UGE. . . . %COM WASHING MACH. . . . . . . : BACKFLOW PREVNI-RS. . o OCCUPANCY GRP. . a 112 FLOOR DRAINS. . . . . . . : TRAPS. . . . . . . . . . . . . . : STORIES. . . . . . . . ..2 WATER HEATERS. . . . . . : 1 CATCH BASINS. . . . . . . : FIXTURES------- LAUNDRY TRAYS. . . . . . gl SF RAIN DRAINS. . . . . : SINKS. . . . . . . . . . 13 URINALS. . . . . . . . . . . . : 1 GREASE TRAPS. . . . . . . : LAVATORIES. . . . . : S OTHER FIXTURES. . . . . : 1 TUB/SHOWERS. . . . - SEWER LINE (ft ) . . . . t WATER LLOGETS— :5 WATER LINE (ft) - - z DISHWASHERS. . . . : 1 RAIN DRAIN (ft ) . . . . : Remarks: Tenant Impr, first tenant. Const tIt t-ms, offcs, bre-114 ems, Ptc.. Owner: -------------------------------------- FEES _____________._ PACIFIC REALTY TRUST type amount by date recpt 15115 SW SEQUOIA PARKWAY PRMT $ 142. 50 JH 08/25/92 PLCK $ 35. 63 JH 08/25/90" TIGARD OR 97224 5PCT $ 7. 13 JH 08/25/92 Phone Ot 624-6300 Contractor: JOHN REINHARDT PLUMBING F' n sox 129 NEWBERG OR 97132 Phone #r 538--9464 $ 185. 26 TOTAL Reg #_ .- 01870 REQUIRED INSPECTIONS ------- This permit is issued subject to the regulations contained in the Top--out Insp Tigard Municipal Code, State of nre. Specialty Codes and all other Final Inspertion applicable labs. All work will be done in accordance Kith approved plans. This permit will expire if work is not started within IN day; of issuance, or if work is slistiondvd for more than '180 days. Permittee SiqnatLl V e Call for insper-tion 639--4175 16 Cl*rY OF TIGARD RECEIPT OF PAYMENT RECE I r-i'r too. 9P-...!309 3 7 CHECK AMOUN r I 135. i'C� IAME REINHARDT PLUMPING CASH AMOUNT 0. 00 HDDRESS a Po BOX 129 PAYMENT DATE 08/P!5/92 SIUBF)I v 194 1 ON NEWBERG, OR 97132- PURPOSE OF PAYMENT AMOUNT PAID PURPOSE OF V'AYMFNT AMOUNT PAID P-"L FIM I7 I N F'-F RM 142. 50 PLAN CHECK FE 35. 63 GT. BUILD PER 7. 13 G. A. P 7245 SW DURHAM RD "P71M.. AMUNT' PATO 185. 26 L'1.'1'X Ur' `1'.dCGAk(I) PLUMBING PERMIT 13125 SW :TALL BLVD. P. O. BOX 23397 Applicants must hoki Oregon Registration to co ndud a plumbing T 1 GARB r OR 97223 business a must be property owneNoperatrx not hiringcwtside Frig, -- - (503)639-4X75 Name d pevebpmerN Plurniong Permit No, Gran SUPPLY CO PO AT ON _ --- Aeeroaa r>asaipnon =----� 7245 S.W. DURHAM ROAD TT ORS 814-21-610 OUAK PRICE MAT Joh Tax Lot Map.No. Address --_ I FIXTURES _ Lot Block Subdivislon Sire- - 3 1.50 22.5 ansaa Herne--ruw�eas lavatory - 5 7.50 37.50 IENERAL H.L. GREEN COMPANY, INC. Tub orTub/Shower Comb. 7.50 ar ,y ess Shower Orly _ 7.50 - owner cgy1/Stats �i•W. 5E►L_OIA PARKWAY.ST 200 WalerClosef _ 7.50 37.50 PORTLAND, OREGON 97224 Dishwasher 1 7.50 7.50 - Phone Garozge tNsposal --- _ 7.50 624 `- - Washing Machine 7•� ame --- G-A-P SUPPLY CORPORATION- FioorDrain 7.50 MaAddress Phone Water Healer 1 _ 7.50 7.50 Laundry Room Tray 1 7.50 7.50 Occupant City/State m Urinal 1 7.50 Other Fixtures(Specify) 1.50 ame JOHN E. REINHARDT PLUMBING INC. DRINKING FOUNTAIN 7•50 7.50 P.O. BOX 129 538-9461 --- -- - -750 Contractor 'City/State 21p i 7.50 MISCELLANEOUS City Bus.Tex No. gewef 1st tub' 30.Cil #36-9PB #92-0338 Sewer-eo.Addis.100* 15.00 State tate s as. o. --- (Resdentian _Aiul31 Wateu Servioa i st 100' 20.00 I hereby adicnowledge that I haw►rwerl this that tha Info--ion Water Servioe ea.Addit2001r 15.00 given is oohed,that 1 min regisimed with fie State 6 4Adoes Hoard.and also Strxm d Rain[rain 1 st.10o' - 3 oo have a Stele PknnbbV booms that the numt ors given am oomed,that all J -- pknnbxV work will be done in socordence with applicable INVA98d Oro- Stormll,Pyn Orcin Addis.100' 15.00 ons gon Revised Sta4 fes Chaptors 417 and 893 and applid able codes and that Mobile Horne Speoe 25.00 no help will be employed unless licensed under ORS 89'3.(II erempt Iram Stab registration,please give reevon below). Flack Flow Prevention HOMEOWNERS-1 heroertity fiat 1 am the owner d wthe property ile- �"�orMB PoRulion Dewe _ 7-50 eby scribed above.at which iocdkxr 1 propose 10 make a plum In l irW 411atlon for Any Trp or Was*Not my own u"and fhb prop"is not hekq mv*uc%d for rale.Sea-or rent Corrected b s Rxb" 7.50 Catch Fusin 7.50 ---- krp.of Erdal.Pknrk ing 40.00 Per Hr. - _ Specially Requested Inspections 40.00 Per W. Rain Drain, 1500 �i Single Eam. Dw1g. A(M4ORt.ZE0 f U f 41'e l)eecr$�e work new edditlon Q alteration(3 nspalr❑ be done residential[1 non-roeidentiel FI -_ - Esdsfknp use of MINIMUM[ PERMIT FEN 25.00 txAdrtp or Property - - ---- ----- - SUB-TOTAL tq)oW uof 5% SURCHARGE 7 �_ se xxAAAg of pioPefty-- --- ---- -- - 25% PLAN REVIEW • Ttnfs poo*beoornee null and void M wrak ororxetrucaon&A wtred r not com- TOTAL rnanaed wM i 1 W days m M omuhuctlon orwork le.lmpwvled or Wxww*red for a psrlod of 180 days of any erre of et work Is conw"enced. RII"IfxAL UotmlTtONS OR" Issued ._ _-- _ by -- -_. --_ JOIN E. HINNAR,T PLUMBING, INC. 610 South Center RO Box 129 Newberg, Oregon 97132 4.)Prm Z 620.3754 / 538-9464 C OA-rrAZ; 41 G,fe,c&c-1U ]BY '. j�• WHEE"�-�R. FAX -(503)684-5162 j06 : SuPPLY �oC; �24SW P U R AM RCI. I � I\ I � I 2, � I ISI „ <, I � T I%• 1 1' I/�' II I �• e„ IV El, Y2,, I 2 � r ' I r ✓ 2• 3'� I �r I 3" \s JIMN f. RFINUARDT PLUMBING, INC. 610 South Center P O. Box 129 Newberg, Oregon 97132 620.3754 / 538-9464 0-GN1Q �' D• W NEE.LE-R FAX -(503)684 5764 Luc: X24 ' ,DUehA/v 4 rj 1 1 I I'lZ Al I I12, 112 � g� r IIZ 1n PIP "J CITY 017 TICyARD -- RECEIPT OF PAYMENT R�17 :IPT IVCI. i92•- P30tE 4 C KE-C:K AMOUNT s 38147. 00 NAME:. s PAI`IFIC RE:Ai.,TY ASSOC CA':'H AMOUNT r IA. 00 ADDRE'SS s 15115 SW GFOU0I A PKWY PAYMENT DATE` s 08/04/92. 901 TE 200 GUBDIVISION T I GARD, CIR 972P4— PURPOSE 7c':P4•-PURPOSE OF PAYMENT AMOUNT PAID PURPOSP OF P'AYME'NT /AMOUNT PAI D I ( 1 L.—[TN,3 PE RM t 308. oql BU 11.D T NG PERM SOO. 00 ST. BUILD PER 65. 40 ST. BUILD PEP 40. 40 SIEWE.R U113A ::3100. 00 SI=W7R USA 6300. F10 PLAN CHECK FE 52c5. r N PRECISTG J TNTER;:ONNE'CT 1665,1 SW 72ND AVE G—A—P 7245 SW UUPH(-.tl TOTAL AMOUNT PAW U 321.47. Del I July 31, 1992 CITY OF TIGARD John H. Romish, Architect OREGON 2216 S.E. �Ath Avemte Portland, OR 97214 Project: G-A-P Supply, RUP92-0217 '1245 SW Durham Road, Suite 500 Dear Mr. RomIsh: I The plans for this project were revlew,�d fer conformity with aprglicable codes, and are conditionally Vproved, sup, t to the items listed below. We note that plans for the automatic sprink..iL and mechanical syvteme will be submitted by the dub-contractors. We need the following pertinent. dats., or additional information necessary to : Jdreas the items, to complete the project plan review. 1. A complete door and hardware schedule. 2. Details for the landings and related items for the exits which have been added to the building shell. 3. Useable space under stairways is required to be enclosed as for one-hour fire-resistive c-3nstruction. 4. Door 101a should not block or constrict the stairway. 5. Specified wall finish for the toilet r0000 d,es not comply with Oregon. Structural Specialty Code (OSS:.) Sec. 510(c) . 6. A drinking fountain is required as per OSSC Table 5-9. It could he located adjacent to the laundry sink. 7. Material .:nd mounting detail • for handicap faciii_ties. 8. Energy & lighting calculations to show compliance with OSSC 0hapter 53 requirements for commercial occupancAes. The second floor office space reepA res two exits:, as does the adiacent mezzanine. The door between the office and mezzan.tne satisfies: the exit needs for the mezzanine. The stair. from the mezzanine can not function as the required second exit from the office if the mezzanine to to be used for storage, which appears to be the case. OSSC Sec 3303(e) . A specific exit path deline&tion iv needed from the office to the mezzanine stt,ir. The building permit for this project may be issued at any Ame. If. you have questions, or if we may be of Assistance, please contact us. Sincerely, Jim J a Plans Examiner PAX (503) 684-7297 13125 SW Hall Blvd.RO.Box 23397,Tigard,Oregon 97223 (503)639-4171 -- ----- -— �`(j OF TI� �► 13125sw tisu Blvd. PLNCK/RE%T #CI l L PO Box Z3397 PERMIT # COMMUNITY DEVELOPMENT DEPARTMENT rtgard.Oregon 9TI13 (5W)6)9-4171 DATE ISSUED JOB ADDRESS: 72 �.N/: Z��/���/� �_ '4W'TAX MAP/LOT SUB: -- LOT: LAND USE: VALUATION: OWNER �A -N-47�� NAME: Pacific Realty Associates,LL.P. (PacTrust) REISSUE OF: _ ADORES : 15115 S.W. Sequoia Parkway, Suite 200 _ LAST REISSUE: _ Portland, OR 97224 FLOOD PLAIN/ PHONE: 624-6300 _ SENSITIVE LAND: CONTRACTOR EPROVA45 REQUIRED 51��''l noG7 NAME: _..� H.L. Green Company PLANNING: 5 ADDRESS: 15115 S.W. Sequoia Parkway, Suite 200 _ ENGINEERING: l Portland, OR 97224 _ FIRE DEPT: PHONE: 624-7717 OTHER: ,[L✓,2Abb l me ,- 1C'G- CONTR. BOARD #: 41328 _ EXP DATE: ory ITEMS REWIRED SUBCONTRACTORS: PLUMB: LIST/SUBCONTRACTORS: MECH: BUS TAX: ARCHI_>NG IN�,BF CALCULATIONS: NAME: John H. Romish _ TRUSS DETAILS: ADDRE:;S: 2216 S.E. 24th Avenue OTHER: _ Porti and, OR 97214 !��_ :2r.,.5(_)0141 05./94, '�N�P�,C Olryi,Q2 PHONE: 236-6306 PROPOSED BLDG. USE: COMMENTS: r TS ,a eeF caro _ AP ICA T SIGNAT R Received By: Date Received: PERMIT M ACCT # DESCRIPTION AMOUNT AMOUNT PD. BAL. DUE 10-432 00 Building Permit Fees Dor, 10-431 00 Plumbing Permit Fees _ 10-431 01 Mechanical Permit Fees 10-230 01 State Building Tax (5%) Building qt, - 0 Plumbing Mechanical 10-433 00 Plans Check Fee Building 525' 2u Plumbing Mechanical 10-230 06 Fire _ .S�30-202 00 Sewer Connection 30-444 00 Sewer Inspection 25-448-02 Commercial TIF Fees 25-448-04 Industrial TIF Fees 25-448-06 Instihitional TIF Fees 25-448-03 Office TIF Fees 25-448-01 Residential Traffic Fees 25-448-05 Mass Transit TIF Fees 52-449 00 Parks System Dev Charge (PDC) 31-450 00 Storm Drainage Syst Dev Chrg (SSDC) - 24-445-01 Water Quality (Fee in lieu of) - 24-445-02 Water Quantity (Fee in lieu of) TOTAL _ 1. 7.�,i�v nm/3587P.WPF City of Tigard MECHANICAL PERMIT Planck/Rec. # 13125 SW Hall Blvd. APPLICATION Permit PO Box 23397 Tigard, 01`1 97223 (503) 639-4171 Table 3A Mechanical Code OTY PRICE AMT Job L �t/41r��c� 1) Permit Fee -- M -0 -0 10.00 Address ' ------- ;'I Suppleme•ital Permit 3.00 Funi3ce 0100,000 BTU PrA �r f-f - 1) incl.ducts d vents 6.00 urnace 1 ,U r Owner 2) incl.ducts&vents 7.50 " Floor Fumanco — _ 3) incl. vent 6.00 Suspended eater,wall eater «•� �_l 4) or floor mounted heater 6.00 Vent not inc.it n—`-- Occupant (� `J 5) appliance permit 3.00 'repair of heating,re ng. 6) cooling,absorption unit 6.00 oiler or comp,seat pump,airc—oria 7) to 3 HP absorp unit to 100K BTU 6.00 �"� •' M °^• Boiler or comp, eat pump,air . 8) 3-15 HP absorp unit to 500K BTU 11.0(1 Contractor �r -- Boiler or comp, eat pump,air cond. _ _ 9) 1530 HP absorp unit.5-1 mil BTU 15.00 "• •' - � ^�' der or comp,heat pump,air cond. - 10) 3050 HP absorp unit 1-1.75 mil BTU 22..50 -TFere y ar, ow ge that I have road this application,that the Boiler or comp,heat pump,air co information given is correct,that I am the owner or authorized agent 11) >50 HP absorp unit 1.75 mil BTU31.,W of the owner,that plans submitted are in compliance with Slate Air handling unit—to —'-- (aws,that I am registerdd with the Construction Contractor's Board, 12) 10,000 CFM 4.50 that the number given is correct. (If exempt from State registration, a an ing unit please give reason below.) _ 13) 10,000 CTM . 7.50 portae 14) evaporate cooler 4.50 Vent fan connect --�— 15) to a single duct _ ([� 3.00 Ventilation system not 16) included in appliance permit 4.50 r -- Hood servedy 17) mechanical exhaust 4.50 Describe work new addition 0 a IaraUon repair0 Commercial or industrial to be done residential Q non-residential 18) type incinerator 30.00 Existing use of ` / Other i.e.,wo stove,water — building or property V Ct C C4 rt 1911 heater,solar,clothes dryers,etc. 4.50 Proposed use of ` 7 20) Gas piping one to four outlets 2.00 building or property . Type of fuel -oil21) More than 4 per outlet - Q natural gas� LPG n electric Q NOTICE Minimum Fee$25.00 SUBTOTAL PERMITS BECOME VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR 5%SURCHARGE IF CONSTRUCTION OR WORK IS SUSPENDED OR --T - ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME PLAN REVIEW 25%OF SUBTOTAL AFTER WORK IS COMMENCED. - - - TOTAL Spocial Conditions - - _ — -"— __ Date issued by. h.�AEGIPMr •adlewwNv City of Tigard PLUMBING PERMIT Planck/Rec. # 13125 sw Han Blvd. APPLICATION Permit PO Box Box 23397 Tigard, 01-197223 (503) 639-4171 /&7/ _ ORS 814-21-610 �— - OTY PRICE AMT « Job FIXTURES Address �• rSink'^' .. 7Sower rn .ly 7.50 et - — Owner _ _ —r Garbage Disposal Washu>flMachino— ' - —� 7.50 rain 'iP.w - ater Heater 7.60 Occupant M• u ry _ om Tray ay -Unna7.60 )- ""--- T�^- Other Fixtures(Specify) 7.50 5U 7.50 _ MISCELLANEOUS Contractcr .,, — ---ZP -- -- Sewer 1st 100' - 30.r)0 "' 'p•"'° - N.T. wer ea.Ad3t, 100' M6() Water Service 1 st 100' 201X) re y ac;now at IHave road this nt Aica tion,'—Ti the Water Service ea.Addit.200' —15.00 information given is correct,that I am the owner or authorized agent of - ---the owner,that pians submitted are in compliance with State laws, that I Storm 3 Rain Drain 1st 100' 30,00 am registered with the Constrt"on Contractors Board,that the number Storm 6 Rain Drain Addit. 100' 15.00 given is correct. (If exempt fn)m Stpte registration,please give reason -- below.) Mobile Nome Space 25.(YJ �_ ^~ Back Flow Prevention _ Device or Anti Po;lur;on Device 7.50 n� ante of Connected ton ;irture 7.50 Describe new addition a teraton repair etc Basin to be donresidential O non-residential - �' �— 40.00 Insp.of Exist. Plumhing per hr 40.00 - Specially Requestod Inspections per hr Existing use ofm ram, singe family huilding or property RC2---- - dwelling 15.00 Ros"intial backflow prevention r devious 15.00 Proposed use of AA —• —' --'�' building or property prevention devices) NOTICE 'Minimum Fee$25.00 SUBTOTAI- 3 5, X) PERMITS BECOME VOID IF WORK OR CONSTRUCTION 5%SDRC!IAFIGF. AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,OR IF — CONSTRLICTION OR WORK IS SUSPENDED OR ARAN11 itdED FOR A PERIOD OF 180 HAYS AT ANY TIME AFTER WoHK IS PLAN REVIEW 25%Of SM11OTAL COMMENCED. Special Conditions Date issued 1 r ..-ruiunrui 1, 4 u ' o °- u 1 0_ V1 LU -4 u -- Ln o cz �. Fh lu - o _ O n . w Iii w 3: o� S t0 l� � � W CF1 t, Cs` ^ a cc c U i � s v m0 cuv o v tr L O o E � o o cn to o �i $ vo �N ° �1 vr ti Cn — . O� N 08/20/96 �llIjiJIIIJIj1JI 111liltltltlt t tltltlt�ilili t i�t�ili�ilt�ilt tliltltItitl1911111111111119111111111 1111 i 1111111111111&111ltllI►[ilt t tliltltl1liltlt t tlt�t�tltltlt ililijtitltlil t INCH MADE'M CHINA iliiiillllllillllliiltlnililntnilllliilinllllii iliilnntiinlnnlnnliinlnulnnlnulnntn�rinnlnnlilntnn[nninnlnnlli� J BRACKET ASSY V4 TYP,; 1/8 BRACKET ASSY TY96 P 1 8 � � �- I ' `a , • " � �___._ i - COL�IMN 2 REDD 192 LG �... - .__.__ __ 9E -_ r- t , 2 3/4 k — 1/8 `' - DIAGONAL 4 READ 56 LG � � ^ ;.. �krl� r rt.� Ir e(�y r �•� � 1 1/2 • -- STRUT 5 REDID 38 LG •. • 3/4� ,. 3 112 I TYP BASE IE 0 0 LL 42 - rti ; • • plo 0 1/8 2 READ I / I 1/88�j' \YP 4x �., BEAM SECTION .075 THK. 5 --- AT, - ASTM A570 GR45 - 4S 45 45 -- - 45 BEAM SECTION ,075 THK. ASTM A570 GR45 192 54-096 � ��• LBF3 a --192-42—BPS ------ _ ------- -- BEA - - --- - ---- --- -- -- LB030--096 ASSEMBLY FRAME ASSEMBLY --_--.- _ ASSEMBLY .375 R e ► O 3 LOCK I 1 1/4 -- � 9 � 0000 14. R 2 TYP - -- " � 192 - ._... -- - - - 2 17/32 0 'S 1/4 REF 1 ❑ ❑ ❑ ❑ - - 7 8 u - - - 3 � � I CROSS STAKE W-14E. � 0 STUD O. - y 531 SQ -3, 4 'ZCROSS SPUARE 1/8 R RING 5/8 +-- -- 3 1/4 030 01075 SPRING STEEL TYP HARDENED T❑ RC44^-48 LM301 126A ASTM A570 GR45 STAKE L BRACKET 7 GA 3 PLACES ASTM A570 GR36 FRAME CdLUMN DETAIL BEAM BRACKET ASSEMBLY SPRING LOCK ASSEMBLY Y A 3/16 1/2 3/16 2 3/4 {, 19/32 DIA r"• -� 2 HOLES ;. y'a 2 +,015 +.005 +.020 +,000 ' + •000 I LENGTH SEL ,406-.000 .343-000 .625-•000 .296--.005 002 _� _ _ i FRAME ASSY DIA DIA DIA DIA ---- - -- nIA ✓rky'e_ q `* 1 1/2 G+- .245-' 34 aw I DIA r T T 1 1/4 j I l ± 1 3/4 — - 5 1/2 --� 3/4 ,.,J _I _ 344.010 + 7 I + .125 .005 188 .005 hr /3/16Ni 1/2 .156± .005 ± .030 - - .562 _ .668 BASE, 3/8 THK A36 MILD STEE=L 14GA ASTM A570 GR45 - 01010 COLD HEAD QUALITY C1006 COLD HEAD QUALITY , BASE PLATE TO Cf7LUMN DETAIL STRUT & DIAGENAL DETAIL BEAM BRACKET STUD BEAM SAFETY LOCK PIN 3/8 ' ° ° ° I o ❑ - ---- - - -- -- • D •. ° ° D I PROF �•, ssloy :t. ° a • ❑ ° °e 2 1/4 MIN a ° ° EMBEDMENT 4 s�os r 6 e • • 4 L f'JW. . -LM30--192-42-BPS FRAME ANCHOR BOLT � 1/2' DIA ITW RAMSET/REDHEAD % LBF354--096 BEAM WEDGE ANCHOR PER I.C.B.U. 1372, v TWO ANCHORS REQUIRED PER COLUMN, CONCRETE SLAB STRENGTH 2000 PSI SAIL BEARING 1000 PSF P. S, TIn P R,C,E. #46433 Exp. 3/31/95 (� _ _ E. W, Larson R,C,E. #16233 Ex-j6p, 6/30/93 K •BS 3K LBS �( - __..-_._ __ _ ,�� Q v - - ANCHOR DETAIL CERTIFICATION - hr 1 48 + " 192 _- 3K LBS 3K LBS T 1_BO30-096 BEAM ILA, 30v 1K L B 1K � - .---- 30 1-K LBS 1K _LDS 30 1K LBS 1K LBS v Q NO. REVISION r--- BY DATE 6 C M A � NODI METAL TECH INC. 22 3���iA s2.:°X�_qq � JOHNSTON� SUPPLY T,. `' DURHAM ROAD r1a00a'°" '� . JOHNSTUNE SUPPLY 745 S. °° M>�� lm PALLET RACK 7245 SW Durham Road �' Um TIGARD; OR. =� ,�w- of ' Suite 570 wttsl a�Nn�ouT M*o�t • 3 of 10 C CopY1m 1987 STRUCTURAL DETAILS IL�.USTRATI �/ RACK LAYOUT AND ELEVATIONS - - M �R � L�E_ A , �� ____ 1 - _1 �ZAB 17NOV92 r: r. BC 11 & C1] LT ' JMh ASEMBLY ° �"�'�, �,� NONE 93JNST J 08/ 2\�/96 � �i �l �l � t �l �l � l I� I� I �I� I � I �I I I�I�I�III�I�I I I�I�I �III �I�I�i I� I� I� I � I�l�t�l l� lll� �� l �l�l i I� I �I�lil�l�l I I � I�I�III � I�I I I �I �I�I � I�I�I 1 11111111111111111 ill1111111111 l�I1I1III11111 R . . - INCH ' MADE IN CHINA010 ilnlilillinlliiulnl�liiciln�Inlnnlllilllnllinlllnlllnllnlllllnlnnln- 5k I BRACKET ASSY- 81/2 /4 96 w TYP�--- 1/- fYP 1/-- -�___ 3 BRACKET ASSY1 8� . I COLUMN 2 REQD 192 LG f.,,, _________ 45 _____ _ _ f'{�+ -- 7/8 / 1/8 DIAGOaAL 4 READ S6 LG �•� (•1 .�� 1 1/2 STRUT 5 READ 38 LG • 3/4 r �J I 3 1/2 /^ i ' 42 �;R ..._ .: • ( I - --� \1/8- 7<TYP BASE 1/8 TYP 2 READ TY 5BEAM SECTION .075 THK BEAM SECTION .075 THK. ASTM A5'/0 GR45 ASTM A570 GR45 -- 45 - 45 _- +-- 45 -- 45 - _._, --_- -_—__ 192 LBF354-096 LM30-192--42-BPS LB030-096 BEAM ASSEMBLY FRAME ASSEMBLY BEAM ASSEMBLY 375 Rco c::::f co f r L co i v„a ----- -- -- ----- - - 3 LOCK 1 1/a (3 co I ~1 t .. 2 TYP - - -- - - - 2 17/32 192 i 1/4 REF f o I Y 0 0 cl 0 y - viF 3 CRASS STAKE s'rUD 0 0 / 3/4 LL $PRNG 531 SQUARE 1/8 R-� I TYP _A..i1 5/8 �.--- ZBRACKET 3 1/4 _._- -_...i HARDENED TO RC44-48�MO C1075 SPRING STE CROSS STAKE 7 GA LM30, 12GA ASTM A570 GR45 3 PLACES ASTM A570 GR36 FRAME COLUMN DETAIL BEAM BRACKET ASSEMBLY SPRING LOCK ASSEMBLY 3/16 1/2 .1 . 19/32 DIA r 2 3/16 2 3/4 ------ �_ _ 2 HOLES - _ 2 +.015_1T-�- +,005 +.020 ¢.000 + .000 LENGTH SEE 1 1/2 .406-'000 .343-,000 — .625-.Q00 .296-.005 „245-•OG2 .34 4 �+-- FRAME ASSY 1/2 I ll DIA DIA DIA DIADIA DIS” ---�--� 1 1/4 1.0101 3/4 5 1/2 --� 3/4 .344 I ± 1003 .005 -•� --- .188 .06 3/16 1 1/2 156± .005 562 1030 -,688#.020 . . BASE: 3/8 THK A36 MILD STEEL 14GA ASTM A570 GR45 C1010 COLD HEAD QUALITY 01006 COLD HEAD QUALITY BASEPLATE TO COLUMN DETAIL STRUT & DIAGONAL DETAIL BEAM BRACKET STUD BEAM SAFETY LOCK PILI _ 3/8 e 1 • ra -- - - ° I ° • ° 4 1/4 r�pPRO 2 1/4 MIN � N-.,.`r/4 EMBEDMENT 6e n Sass e , C3 4 a. e ' y -LM30--192-42-BPS FRAME O ANCHOR BOLT 11/2' DIA ITW RAMSET/REDHEAD /N W.WEDGE ANCHOR PER I.C.B.O. 1372. LBF354--096 BEAM ® TWO ANCHORS REQUIRED PER COLUMN. CONCRETE SLAB STRENGTH 1 2000 PSI _ 0 SOIL BEARING 1 1000 PSF P. S. Tinley R,C, w- ! 3-� 3/31/95 - � E. #46433 Ex ,. E. W. Larson R.C.E. #16233 Exp. 6/30/93 48 K LBS 3K LBS _ ANCHOR DETAIL CERTIFICATION 192 — -3K LBS \3K LBS - L_B030-096 BEAM30 1K LES 1K," BS 0 K LB K LBS 30 1K L$S V LBS Q Nu. REVISION 8Y iDAT LLY T. AM 6 �-99 C/C +"� to ►axons au+ NODI METAL ,ITECt.I INC. LOC S KESFU A P.tit40JOHNSTONI� UPPIIY m pl,,..,p� �, ��" �� 7245 S. R. DURHAM ROAD °°m*m° � JOHNS �r I N LE S u P P�. Y TIGARD, OR. `=N '*.a `m .0 4 of 10WALLET RACK 7245 500 Durham Road Baa s Suite 500 C COPYVMlm 1967 STRUCTURAL D U T .11_1` , ILLUSTRATIVE RACK LAYOUT AND ELEVATIONS BEAM & COLUMN ASSEMBLY -- - x NINE 9:.wiliutl� "p- rillm*^ =k, +. -Z, _. 08/20/96 I�I � I �I � ► �I �I� I l� I� I � I� I �I �I I I�I�I� III�I�I I IIIIIIN1111111 111INIIIIIII I IIIIIII11111 11111111 ljljl I I1I11111 111 11111111 � INCH I MADE IN CHINA 4 1 1 IIII�IIIIII!II�IItt��titlllttlititl�lltlllltlltltllittlilltliltl�ltlllllll�ilillllll�llllllltt�llllllllt�ltltl►III�IIIIIIIIt�IIIIIIIII�tIIIIItII�IIiIIIlttlttt�Illtliltitltttl�Itttllttllllttlllltlitttlllltlitlt IIII�IIIIIIIII�IIIIIIIIIIIIIIIIIIIhill ltltltittlllitltllll►Iltllittlttltltliilt111 11ttlll 1 r 1 I •t1 'f r EQUIPMENT - $CHpUI,t Lennox -oof tar gat, pack model# GG516-413-50 Norninai 4 ton capacity 1600 cfm ✓ b /� ✓ j' V Cooling capacity 4600.5btuh tots! F rel '� Heating capacity 7=.J00 btuh input ' Weight 647 b5. i ,;.,, , , ,�•�, , '� ;R%.�� �-f1"- � Electrical 460v iph MGA 1a Roof curt, o5a intake 1; 5ame a5 Ai Lennox roof top gas pack model# GC516-261-50 Nominal 2 ton capacity 800 cfm f ;r=�-�1 +- S X'� ✓ Cooling rapacity 24.600 btuh total Heating capacity 5C.r"btuh input �•�� --- _-=____.�'"� � A �,� �I b Weight 416 IbS. Elactrical 208v iph MCA 19 Roof curt osa intake i ✓�_. r �,� � �� " ,. . .� # j .. r ,..� . ! r � � �« - r , A(,�-4• Sarre—@5 AC-413 r Lennox o Nomnal St rccapcapacity 1200a5 pack dclitcfm C�C51641350 K "t..v..._._.+----► 1116' Cooling capacity 34.4001v+ruh total !-seating capacity 50,000 btuh input i Weight 491 IbS. Electrical 460v iph MCA 10 .' ; 4 - l, r ... , - •' V _.; Roof curt. 053 intake AG-6 5amr, a5 AC-5 J EF-1 Droan 676 ceiljng mount cxhau5t far 110 cfrr, .M .1 e5v FF-2 f3roan 671 ceiling mount cxhau5t far thru 5 70 cfrr 0 c5p " ! *lis-1 Rczrlor gas fired unit heater model#R.F2505 ! _ ;hru 4 !-ll capacity 250,000 bit h input t Wc!ght 250 b5. 10" dia. flu CITY OF 1 t ,.AND i + Arortnrrd...... .... ....... ............................... , lh (Cytr,t,'ai1�+"„ rfr -,v. . . .. ............. �I Set iat'a�rto:;': .,,,'.......... ._._. .. ................. ..... .f 1 Attach ••I ], _ 1 Jots Address.�7����/�gL2'LOU____, - , / i r •� By. nits=: Zoo did x 2 So-P— o r ��z "Pipe OK VA� a c5 f General Notes LAW Casting,patching,Damhng and runners oy others A Plumbing and drain fines Dv others ~` Z E!ec,rrcal Connections tO adurpmenl bV others t Ver'f+cation of situctiral reQurrement5 created by HVAC R ea�roment!o be responsibility of b0ding owne'andi ;eneral contracto' Any structure reQutreRlants cMl&d �yJ k a r ` A I•� by HVAC edam-ens to be resoonsithlity o' building o+vrter andlw Qene al con'factor, ' G mate Conhol,Inc's HVAC instaliatian,material and t�. eou,oment w11i comply with 1988 UMC and State of Oregon 19W Mecha^real Spec;aity Cade Sire of oregor,two b.. ".,�/+ Edition of CASO rune and Two Famr 7245 SW burham Road r I r 53 of IJ Sper+al'y Code.NEPA 941.and Chapter 53 of t1MC � r Irt wafran�t All Dart%ane alt~rYarer:o be free iro dneleacts ©AkA f-N— suite 500 +� in venals and workmans'ro TNs warranty covets parts ;toff No �a 5 0 ony attar a Period of 40 days+nom the date n'stertu^ �'���_ — unless oroper prevantahve matntenarce has i:,w Sns.i Mo µ peAormed every?1 days by a ruaktreo seance te!!+raclan 08/20/96 jli! I ! i! � !I! I !! I !►illii�►II(I I Itl�l{ I�III�I i IIIIII!�►IIIIII !I!I!Illl;lli I I ! II!!l�l !III I II!!!!I �! III! ! ! IIII!IIIIIII I IIIIIIIII!Illii IIIIIIIIIIiII�I I IIIIIIIIIIIII 1111111IIIIIII � INCH ( MADF IK Ctjj!AZL rT '►,(fill(lil�nllnlll�lti!lin!rillIfniliii�l(((ilf(�(I(nfinnl►nlllllllllllll!Illllnllll(�i(I(Ilnlll((►I(I(IIIII(I!I(!I!I(II(Ill(((III!II(II(Ilhf!IIIIIII(nllllllll(III(I(IIIII(I(fllllfl(IIIIII((IIIIIII II(Ilff(fl((flllfllllllfllll(Iil(III(IIIN!fl(ffllllllllfffNl(III!IIIIIIIIIIIiIIillliiillil ,<. -._. .....:....i ..:.`' H�n�„M1i+ip'I '1”"�i .'a-n.i,e.'•�vrr . ✓�1P�q....-nv+.�, � s I G w V) oYto D f H J K L M N f 00 �-- O N Q N O In 0 N °° M I 0 O - - - - -- - -- _. �aLL_ O 1 BLDG I �'000 ELEC. �- N f~ ROOM c ^ 0 c OQ, rn o I aooc�v W • m ON Z 2 3 0 0 W •'_ -� Y UNC i v m V Q U a, O I < C, u 0- GENERAL NOTES o { A. VERIFY AND CONFIRM ALL DIMENSIONS AND CONDITIONS. NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO n U START OF WORK. l� B. THESE DRAWINGS FOR STRUCTURAL MEZZ. FRAMING, ALL OO INTERIOR AND OCCUPANCY BY SEPARATE PERMIT. Q w �1 C. OCCUPANCY B-2, BUILDING SHELL CONSTRUCTION TYPE IIIN. D. ELECTRICAL AND MECHANICAL BY SEPARATE PERMIT. • I p' ' 7w_1 --- -- E. MAINTAIN 1009 FIRE SPRINKLERING THROUGHOUT. n' 1 RAI c1 ■ . , ---- — =—=T-r---I "'-20-92 LEGEND i — m cn 2 x 6 SHEAR WALL - SEE DETAIL 2/A2 a I' 6 2 x 6 AT 16" O.C. WITH POWDER DRIVEN - III A2 ANCHORS AT 32" O.C. D (� -- o _� --- — =--- --;� -`-" - r--.w---~---'~'~-�---� INTERIOR WALLS BY OTHERS <✓ a- 2 4 16 I A2 — r 1 5 , A2 A2 KEYNOTES 0-� __ P I I 1. 2 x 12 JOIST AT 12" O.C. NO.2 OR BETTER, SIMPSON I LUP210 AT BEAM I L J L J L I J — L__J I i`'� A 2. 2 x 12 JOIST AT 16" O.C. NO.2 OR BETTER, SIMPSON A LI O LUP210 AT BEAM C C I O O tI I 3. P.T. 4 X 10 LEDGER WITH 3/4"0 KWIK BOLTS AT 12" O.C. � T j 13 _ -------_ �----' P 4 X -DG WITH 314"0 KWIK BOLTS AT 16" O.C. 4 EV 5 1 �. 6, COLUMN8" T.S. � 1/2" x IN., 8d AT 6 T O.C. AT PANEL ED('ES r-- r-'-� r r r- CL -- - _ --}- - - -- -� - - � -- — - i i - - _ � �--- ------_. i -}—F� -}- --------- AND 12" O.C. AT INTERMEDIATE SUPPORTS 7. 5/8" PARTICAL BOARD OVER 5/8" PLYWOOD SHEATHING, STAGGER -I A L T J L L J J L J L J� JOINTS, TYP. AT OFFICE 0 11 O O O I 7 O I A 8. 4 x 6 LEDGER WITH 3/4"0 KWIK BOLTS AT 32" O.C. O O A2 9. 2 x 8 NO.2 AT 16" O.C. SIMPSON LUP28 AT LEDGER O I( I I I 10. (2) 2 x12 DF #2 i I I RAI 11. 4 x 8 HEADER DF #2 DOUBLE STUD EACH ENI + 0 Al 12. NOT USED W I 7-so-ar 13. 2 x 4 CRIPPLE WALL — 14. 2_ x 12 NO.1 STRINGER WITH 2 x 6 NAILED TO EACH SIDE LJL- _. — - `� -- -- _ -- -- — -- -- — - - -- - -- -- -- (ONE SIDE AT EDGE STRINGER) (3) STRINGERS REQUIRED O 10''2' 15. 4 x 6 LEDGER WITH 3/4"0 P.B. AT 4'-0" O.C. V 2'-10" 22'-2" 15'-4"t 21'-1"t 14'-9"f — 22'-10" 13'-6"f 16. SHEARWALL 1/2" PLYWOOD WAREHOUSE SIDE W/ 8d AT 6" O.C. AT - -- - PANEL EDGES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. (1) SIMPSON HD5A HOLDDOWN AT EACH END OF WALL W/ 3/4"0 PARABOLT IN,-O SLAB AND 1/2"0 P.B. AT 4'-0" O.C. 17. SHEARWALL 1/2" PLYWOOD BOTH SIDES W/ 8d AT 6" O.C. AT First Floor Plan PANEL EDGES AND AT 12" O.C. AT INTERMEDIATE SUPPORTS. (2) SIMPSON HD5A HOLDDOWNS AT EACH END OF WALL W/ 3/4"0 PARABOLTS. TRIPLL STUD BETWEEN HOLDDOWNS 2 x 6 AT 16" O.C. DOUBLE ROW 8d AT 6" O.C., MEZZ. FLOOR S - ING TOT WALL - SEE 21A2 1 +1 Y3 18. EXTEND FLOOR JOISTS AND PLYWOOD OVER THIS AREA FOOTING SCHEDULE MARK LENGTH WIDTH DEPTH LONGITUDINAL TRANSVERSE REMARKS I -- - _ REINFORCING REINFORCING 18 I 4 - �� - --_--- ' Al R"I y_ � - • IL 7-20-92 O 4'--0' 4'-0' 1 -0" (4) #4 (4) 4 3 DATE: OB 5'...0,. 5 _0" 1'-7" (4) #5 �4) //5 6 A2 7 '�� 71444 ,sual eth2m 6-30-92 -- SIM. 11 - 1 r ._ _ _ = - 7h!.l' DRAWN BY: - 5 5 5 5 1-_---- — - —_16 C A W I �- \ �__• IL CHECKED BY: 3 11 14 13 9 L DRW Az I L I I - -�—_�---� I L I I ( I I —�—� INTERSrgTE REVISIONS: i �J I I _ X „� ----- � 1. 7-20-92 6 " x 2'-!�1 GL. 6-y" x 27" I \x 27° _- GL. 6N" x 19h:' GI_ 6�ii x 1 4 - __ -- 7 OR GL. 8)j" x 24" G . x 24" 9 AKE OSVE5 m f� r %If M290 _ --- _ - ,D �` TO\q� - 2 - ' 7 M IIIII _ I I I I I L� I L I I —1 2 !` DREG(IN ' 6 BUSINESS _ O _�° PARK I I I GL. 6-X" x 22Y, GL. 6X" x 16X" GL. 6 " x 22�" G x 12" GL. 6 x 19J�" y-•-}--GL, —6�¢" x 1 " I 8 ' - �� —J T6 7 - 17 I I I A2 - � �mmnn- S4 l2ND AVENUE 2 I I I f I _( �_-_��_� ' Off.-III"ITT IIIII -O' 1 1 1 1 1 1 1 I I I I 0 1 1 1 9 +`� I I 4 � � � rte. MACKENZIE/SAITO k ASSOCIATES P C 4 A2 -AREA ©F WOR 1997, ALL RIGHTS SAITO At RESERVED THESE DRAWINGS Mf THE PROPERLY((Or AZ �: A)AND ARE NOT N R,USED OR flEPTO- _ { �L..•. --- N -- b rED IN ANY MANNER,E%rEPt VRTM TfIE • _ _ _. E BUSINESS SHEET�N PERMISSION or M/SA ` � •(��' CENTER T) 2'-10 22'-2" 15'-4"± 21'-1"f 14'-9"± 22'-10" 13'-6"±-- r - r Al M ya v la STORAGE ON MEZZ. OFFICE ON MEZZ _ _ —__•—_� TO TBC I & II lT� CD Second Floor Plan OF 2 VICINITY MAP °B rJ NTS 292167.01 Q.� 7245 SW Durham Road 3 Suite 500 1 6 of 10 I 08/20/96 I{ISI{I�i{I{ISI ISI{I{IIIII{III{I{I{IIIII{III{ISI{III{I{I{I I{I{I{I1I{I1I�I I{I{!{ISI11119111{I{I�I{ISI I ISI{I{I�I{I{III{ISI{III{I{III{I{Ill�l{I{ISI I I{I{III{I{�{� I{ISI{III{I{ILII' IMCN I MADE IN CHINA --�-- �-- — r r r I , I � I I�IIIIIIIII{IIIIIIIII{1111 ILII{illllllll{IIIIIIIII{III111111{IIIIIIIIIIIIIIIIIII{IIIIIIIII{IIIIIIIII{r lllllll{Illilit bll{IIIIIIiII{IIII�IIII{IIIIIIIII{IIIIIIIII{IIIIIIIII{IIIIIIIII{IIIIIIIII{1111 IIIIIIIIIIIIuhnll111111.IIIIIIIIIIIIIIIJ{IIIIIIIII{IIIIIIIII{IIIIIIIII{IIIIIIIII{Illilllll{111111 I i 4 r PLYWOOD SHEATHING - _-- _- (20) TREAO.'i AT 11" }8'-4" = x 6 TOP RAIL 3 (3 -_j A2 C SIM. --4 x 4 POSE AT 4'-0" O.C. MAX. —SIMPSON U212-3 HANGER ---5/8" PLYWOOD SHEATHING - ------DOUBLE 2 x 6 TOP e iD ~ --- -- 2 x 4 RAILS WITH (2) lfid -- V)31 I1 27 W/ DOUBLE ROW 8d M --- - NAILS AT EACH POST - W Q' Ln / / A7 6" O.C. J METAL AT F"— o N ---2 x 6 BLOKING AT ALL EXPOSED -----5/8' PLYWOOD DECK WITH 8d NAILS 1 1/2" DIA. WOOD HANDRAILS _Q °' _ w AT 6" O.C. AT PANEL EDGES AND EACH SIDE OF STAIR ON c rFl __ JSUSPENDED CEILING GYP. BD. STANLEY BRACKETS AT EACH � X N-' EDGES 8d NAILS AT 12" O.0 AT -___ COLUMN, REtURN ALL ENDS TYP. `" ° 04INTERIOR SUPPORTS ONE LEG OF 8'-0" - Q CcL BM. AT VARING SIZES _ �-- ROVIDE ADDITIONIAL LAMS SIMPSON H2 REMOVABLE GUARDt,AIL 4 x 4 POSTS WITH SHOP FAB SHIM) AT END EACH SIDE ---(2) 2 x 12 RIM JOISTr --- _ ( OS REOUJRED TO ASSURE /�- (2) 1/2"0 THROUGH BOLTS r ISL x 6 CAP TYP. ,n �-- - ----1/2" PLYWOOD SHEATHING �- _-- �- 2 x 1/8 BENT e W/ WITH WASHERS EACH SIDE - _- ' Q O �} 2"0 M.B. VERIFY THROUGH 2 x 12 RIM JOIST \ _ 2 x 4 RAILS TYP. m • rnLL, FIRM BEARING AT -FLOOR JOISTS / c 0)EAM SEAT LOCATION OF REMOVABLE _" 4 x 4 POST AT 4'-0" O.C. rn L- • 2x12 AT 2'-0" O.C. �--- ' rn -5/8" GYPSUM BOARD (2) 1/2"0 M.B. r - / MAX. WITH / 1 4" x 10" x 9" W i / GUARDRAIL WITH TENANT .,� m ------- / / WITH 5 8" CYP. BD. `C�, ,• (2) 1 2" DIA. o m (2) 5/8"0 M.B. TYP. DOUBLE \ M.B. TO STRINGER I I I `'`�--------3" VERTICAL SLOT W -2 x --- -- AT STRINGER I c cv �' EA N O / / 6 AT 16" O.C. R--19 BATT _ - -PROVIDE SOLID BLOCKING (3) JOIST � � .�. N ►- BOLT AT BOTTOM / SPACES IN, TYP. AT ALL POSTS \ \ v p � p) INSULATION 1 ---- - n.. c O I -!L' 3/4" x 6 7/8" z 10" AT PERIMETER- ------ - 12d AT 6" O.C. TOE NAIL RIM �� �\ in: v 20157 TO SHEARWALL A7 TOP �I _W m04 \� I 0)N ----T.S. 4 x 4 x 1/4 1/2" PLYWOOD-- � ----- -DOUBLE 2 x 6 TOP PLATE 2 x 12 DF 1 STRINGER- '' N y �M -P.T. 2 x 6 W 1/2"0 AT SHEARWALT_ a 0 P.B. AT 3'-0� O.C. �`�� WITH 2 x 6 NAILED TO V)I 3 LO -_ _ EACH SIDE (ONE SIDE AT w W BLOCKING --- - -2 x 6 AT 16" O.C. W/ 1/2"0 EDGE OF STRINGERS) _) �C to AT CEILING P.B. TO FLOOR AT 4'--0" O.C. (3) STRINGERS REQUIRED v cc a, 4 x 4 POST WIT Y p�rt: o 5/8" GYP. BO. - --R-11 BATT INSULATION SIMPSON A844 POST BASE 5/$" TYPE 'X' GYP. BD.- y --�jr "� Q o �� -SUSPENDED CEILI14G AND SIMPSON ACE4 POST CAP \ TYPICAL I I i COLUMN CAP z SHEARWALL ( s ! - - 3/4":=1'--O" A2 — 3 GUARDRAIL DETAIL 1 1/2"=1'-0" A2 3/4'=1'-0" `r I L j 1 4' o 1/8" PLYWOOD TREAD '''-11 -4-0 C STEEL COLUMN, SEE PLAN 5/8" PLYWOOD RISERS nrfn (uuJ _ 5/8" x10" x10" W/ (4) 2 x 4 AT V-4" O.C.. P-T, 2x4PLATE WIT (� U O • • �� 112"0 P.B. CRIP'P'LE WALL AT MID-SPAN POWDER DRIVEN ANCHORS WITH 5/8" TYC`E 'X' GYP. BD, AT 1'-0" O.C., PROVIDE • SIMPSON HD5A EACH SIDE EACH SIDE SIMPSON A34 AT STRINGER Q) �-- O W i. I W/ 3/4"0 P.B. TO SLAB /- " C ti ONLY, -5/8GYPSUM BOARD TYP. a STAIR ELEVATION/SECTION o o 1 1/2" 3/1� 2 x 6 AT 16" O.C. �r -1/2" PLYWOOD SHEATHING A2 � Q EO B07H SIDES SCALE: 3/$"=1' 0" PJB / -COLUMN, SEE PLAN + - -- 2 x 6 STUD jAN -STEEL BASE PLATT _ �" ~` �_r- —T.S. 4 x 4 x 1/4 0 m zo - —SHIM SPACE tel~ ----(3) 1/2"0 M.B. EQUAL � .� D } I ,--___ WITH NON-SHRINK GROUT TRIPLE 2 x 6 STUDS m � SPACE •-BLOCKOUT GROUT FULL * V) 4 3/16 --CONCRETE FLOOR SLAB -- - I `_~`"' 1/2" PLYWOOD SHEATHING \�_ r - --CONCRETE PANEL - IJ •� BOTH SIDES, 8d AT 6" 2 x 6 STUD r� -GLIJLAM BEAM 6 3/4" x 12" V zFT , O.C. ALL EDGES, 8c A7 - L3 x 3 x 3/16 x 6" AT L • ,, ,- 12" O.C. AT INT. SUPPORTS \ 4'--0" O.C. A T BOLT 1T TOP ,; .. ..• .. ,•. - - `\ - —2 x 6 AT 16" O.C. 1 1/1' OF LEDGER i 1 Q Q. -5/8" GYPSUM BOARD _ _ P.T. LEDGER W/ 3 T. 4 1 4"0 EACH S1DF TYP. / �` SIDE F 1/4" x 7 1/2" x 11" FOR SPACING-� P.B. STAGGER BOLTS, SEE PLAN ------FOOTING, SEE PLAN + I I ;11,TlOh' FOR �1ZE - - \ �, I I G 12" AND 16" O.C. ((' 1/2" x 12" x 12" ---REINFORCING I C4 W/ (4) 3/4"0 P.B. SEE FTG. SCH. I j 5COLUMN TO FOOTING ` 6 SHEARWALL PLAN SHEARWALL P - --- - + - = - CONCRETE PANEL A2 1/2,._1'-0" A2 1 1/2"-1'- 0" A2 1 112" 1'- /2"=1'- 0" ` '- —R 5/8" x6 7/8" x6" 2 x 12 20157 W/ SIMPSON LB212 AT LEDGER i V) 0 Q� e GLULAM BEAM TO CONCRETE PANEL 9 LEDGER A2 1 1/2"=1'-0" A2 1 1/1"-1'--0" y DATE: DRAWN BY:, CAW CHECKED BY: DRW REVISIONS: MACKrNZIEiS/JTU k ASSOCIATES,P C. 1992. ' ; -'.,f1TS RESERVED 1'1­1ORA."ARE THE PROPERTY(OF �)CMID AIRF NOY o ESU'ED ORPREPMHO- DIICED IN ANY MANNER, EXCEPT WITH THE PRIVR WRITTEN PERMISSION CE M/Sn SHEET A2 7245 SW Durham Road JC)H N0. `e Suite 500 � 7 of,0 2921 F-7.01 08/20/96 I�I�I�i�l�i�l�l I�i�i�l�l�i�l ; I�I�I�I�I�I�I f i�l�l�l�l�l�l�l I�I�i�l�i�l�l I I�I�!�i�i�i�l I'I�i�i�l�i�l�l I I�i�l�i�i�l�i I i�l�l�l�lil�l I I�I�I�I�I�I�I�� Illllll�illl►II I�I�I�;II�I�I i� t tIMCN RIAL MI CfIM1A — LY Iltulnnlnlllnfl�lflllfuflflnlflfllfllllll(IIIII�IIIfIIlilllil(IIIIIIIIIII(IIfII(III(IIIIIIIIIfIIIIIIIITIIIIIIIIIIIIIIIIfIIIIII�IIIIfIIII�IIIIIIIIIIIIIIIIIiIIIIIIIIIIIIIIIIIIIIIIII- IIIsIIIIIIIIIIIIIIIIIIIII�IIIIIIIIIIIIIIIIIIIIIHIIIIIIIII!IIIIIIIIIIIIIIIIIillllll!Illnlunllnllnnilnllf ` t .^ . .. , :, „ :::,. ....ai, '.:.w ,.i -,;rcwd�.it...srAe-,iasv'nyti�YYl� s••'"'-y, ,14 aY..:Lc. �(wi- 0",)L L IN R M /Vr 10 N BUILDING CWNEV PACIFIC QEAL Ty ASSOCIATES, L.P. 15115 S.W. SEQUOIA PXWv o200 PORTLAND, OR 974224 TO 00ro," 4ksc Ask. PS A If TENANT: G-A-P (SUPPLY CORPORATION 1. OCCUPANCY. c PACIF -7 �T , ' -__ __.._._._-.—. ( ' _____�._._____ _._.. I ..... I t- 'O,.)EC 1 92120 A rE f06 ^014STRUCT04: V-N 17 -4- 4 s W . 2 09 w TO ,- i -(I mw SWI F 1 l u­_u_ �LOOR ARE A (>,.fi 10 SF OF F tCE 2.3,645 Sf TOTAL I 01, C A PARX C.) OREGON r -• c�awir =71. LJ ;_Ij "EN' RAIL. N07ES r7 _4 4- c E A$ P AC I RUS1 I 7 77 WSINESS A � Vf 14 TE JW G00,. ANO A ijTWP T NTA 4o A.- x,1, - I E 01� Af WQ1 lftk4 4 1 k TV-,A T App'. < "ALL *QIF ALL OOKNSK�NS AM. OF DRAVNGS ANO AT T4 EX,ST'NG -4 Sw!J 'A' [GON 'kRCOCECT )F AN- PEPA.NrfEc RUSINESS WORK 01 m -AF Wt!Rf ..08 v < P AN III MGR 011 �A kpF_6� OF wvc f, F QLF fj� 5 x N A AfL ASIS. INC„„,DiNJZ M_0 A 7! �kEff, T4 Y IrAft w1i rjmEc, _j P-, V. 130AQC P', K A VINWUM ,);- 5,8' "HtCk ;_A JE­ TA 7 5,6," ,4" A� W)Ir_A T EI)i 0 VIETAL I",Tj[?S 01C. wTH -',” TviN "I ;CREWS 1;" 101c. I j�F.j_ ;Q AV04C PL.ANS �DR#*AQI*4G/',K AR *w AL1 CIGN$T L-OUAITION VAP wI r; wA'E;� QE,_--tS T AN' 4o'01 W PCAPO Sp#-.AL L BE (%IS T oki.,,AC� RESTROOM PLAN 2ND FIA.-OUP.) 10.5 48- AeeA TIR(. FIM-C,.HEEFIV* % '-f WAL't 0*4*fl 404_� ORE AIK "IL� r RCjW BASE SWACL f Y rEw tc ABovE -LOR IN AL1 4 At 8. N ;IN'So*3 SPA FS FtjQQ. '�,i_,T L UN�Qf TE vii ALL '3 WITH 5iJB' G'PPI:UM 6CAPr_ i.,vfp %k", Aj. S­-A)s W/R- I, SEP.;L.AS'' INSLA-AMN XR t"'" ',JWING CHANNALq AT RESTROONA PL-AN IST F L.0 0 R) &'4' w i 9 ,AM 8 0 ARO INS UL A,4. ► '13�CALE 1/ 4 110 FINISH SCHEDULE ","-%iQKPLv PAT!> A.L. ROOF 4NU4�A`Q"i 4k ---A A T* PT041 CA W A f 1 _ iIC. ALL C:(YJR6 SHALL 1 3•)4' SOLID ','Okf Wf,% jNLE"S MUTED 0'rHERw#SE DOOR Pi"DWAPE S#4AL,. LJE GE NO X c;C,4LAX�3 "T %. 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P7 1 f 111"d out* C;Vw PLAS-I,C '.AM WAINS"CIT 4 A.F,' 1 let Woo Out* SAI T- �HFE'l V%YL BASE r "u" A_ E X­A� 1�,JSPENDE­, 1_-It Nj 4 k4IN, _7j VIC A'(),ul 7 wfRf. s-)Ail SCAPL) CE!LIN Itrzmw=mu: Pit wr all 'I, III I I I 1,i--? me -a?w XhL 4w.ii- < 6w.1 of OFF ra -.Af-V-L r,)k EACP,. -PCkiiT A* PANE, i-,'W T b oscv PO It. y1f el.; A� it L I OENI;FICATION PUPP�ISE' QFPS .4 ti WVIF '13 m no Z7 :;Ie i vj-'C 51 -e jWWk, r:pjn�< :NST4Lj_ATI()p,4. 114 smpwfa Ekrwv WOO f*1 1d^1 0 w A VE 4:A i 4 N A T -,'fv 4 A� jfT [POE S T`0 T A*SLOW 0 1w I—— . - __1 t — __L� —_— LTR IIAL�s — - 6- i -1 � M' mm 18 PROVIDE 4COU!�IiC 4-E`, 5' 2" T dol -L­ 2^ 2. 0. NALL.LiaN$ 'IQ 3 C-1 1105 B.ACK BACK VEASi,- 2121% VVO� cp Sit* ­7 Z ft 3 m v .. ...... aill k*ft j iv • WIP444 A4.144, A t. WK 7_ PLw4ftO c"i ul TEN. k 14 zz� r-, A. OF TKIARD P Approvod............................................ ................ D LLL Approved .......................•.............. ... 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